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PL-15-257 ,r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-242785 Permit Number: PL-2-15-257 Scheduled Inspection Date: September 03, 2015 Permit Type: Plumbing - Residential Inspector: Diaz, Osvaldo Inspection Type: Final Owner: TOMMIE,QUENTIN Work Classification: Addition/Alteration Job Address: 124 NE 111 Street Miami Shores, FL Phone Number (772)237-9346 Parcel Number 1121360040101 Project: <NONE> Contractor: PAUL A JACKSON PLUMBING INC Building Department Comments PLUMBING REPLACE FIXTURES IN BATHROOMS AND Infractio Passed Comments KITCHEN INSPECTOR COMMENTS False Inspector Comments Passed E3/ � Failed � le s� Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid September 02,2015 For Inspections please call: (305)762-4949 Page 34 of 35 Miami Shores VillageRr-,cF_-,ivFD Building Department FEB 05 2015 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2--0tD BUILDING Master Permit No.91C � 5— 0 � q PERMIT APPLICATION Sub Permit No., Is --ZS�-- ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL LUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: &tz� City: Miami Shores / County: Miami Dade Zip: Folio/Parcel#: �r'�� f��"T`�f / Is the Building Historically Designated:Yes NO Occupancy Type: `L/ Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ga,62 ;r7^1 Phone#: Address: l_R!�z -'V,&1;_ ///46 �s City: 41/1917?® Stater Zip: , .;T/C� Tenant/Lessee Name: Phone#: Email: 9h%6 a,r o L--- /C,61neu d 47 '�'l CONTRACTOR:Company Name: ODx/_ Phone#: Address:,.,,.. eq/ / xt) City: State: Zip: Qualifier Name: LZ,� �i13L .5'�0✓ Phone#: _T�7' '��-7 State Certification or Registration#: �/��5 �� -�� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ��,rp® °� Square/Linear Footage of Work: Type of Work: F-1Addition ArAlteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: �112-77 Z ZZJ,5�E.$ AV Specify color of color thru tile: Submittal Fee$ Permit Fee$ . .f 7 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 2.3:(�,, (Revised02/24/2014) t 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 of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a e spection fee will be charged. Signature Signature , �� - OWNER or AGENT CONIC fOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this o4'te—dayAof� ��'�2�-2-�, ,20 A5-- ,by day of� ��' ,2016 .by Of��/�' /®/�l�/� .who is sonally know'' ,w ersonall know to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 8� Sig Print: PA ILIA J REVS® Print J RENO MY COMMISSION Seal: -:�. s:, 'a' MY COMMISSION FE082191 EXPIRES April 10,2015 Seal: 2015 (407)39!4153 FlorldallotarySarvice.com "}9iE. ,ao-@<` EXPIRES Apri!10, OPF F10ddaNcarySL`-v'2s'c0m (4U7)39 -0153 APPROVED BYZ�2 1'L3-/5 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 58 Rs logo1111 iami Shores Village nm hw- �� Building Department filpRYUp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the 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.. Therefore,You may be Personally liable for the worker compensation hi iuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Contractor Signature: Signature::L State of Florida State of Florida -� County of Miami-Dade County of Miami-Dade The forego)ng was acknowledge before me this P The foregoing was acknowledge befoae me this dayof ,/�i�e�� /'�/,20J6 . day of , t ,20/� By who is psenal3 no o me or has produced who i •efsonally kno me or has produced as identi as.id JT) J, - . No No �:; i RENO SEAL: PATRICIA : ?Hn' I.a ° �N® MY COMMISSION#EE082191 EXPIRES April 10,2015 !4U7}39':-0153 FloridallotarySerice.com 0PP ,• 407)3V-0153 FloridallotarySeroice.com STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 JACKSON, PAULA PAULA JACKSON PLUMBING INC 801 NW 2ND AVE HALLANDALE FL 33009 Congratuldonsl With this license you become one of the nearly--" —one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE 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 CFC1425703 ISSUED: 07/13/2014 serveou better. For information about ut o r u services,please I onto og. www myfloridalicanse.com. There you can find more information CERTIFIED PLUMBING CONTRACTOR about our divisions and the regulations that impact a ct Yo u.subscribe to department newsletters ers and team more about the Departmerirs JACKSON,PAUL A initiatives. PAULA JACKSON PLUMBING INC Our mission at the Department is:License Efficiently,Regulate Fairly. We constant strive to serve you better so that you can serve your customers. y me s. Thank you for doing business in Florida, IS CERTIFIED under the provisions i p v siorts of Ch.488 FS. and congratulations on your new license! „data;Avs;31,2o1s L19071s248 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CFC1425703 a The PLUMBING CONTRACTOR w*: Named below IS CERTIFIED Under theprovisions of Chapter 489 FS. Expiration date: AUG 31,2016 JACKSON, PAULA. u} is i PAULA JACKSON PLUMBING INC 801 NW 2ND AVE �. HALLANDALE FL 33009 ISSUED: 07113/2014 DISPLAY AS REQUIRED BY LAW SEQ I L1407130001248 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2014 THROUGH SEPTEMBER 30,2015 DBA:PAUL A JACKSON PLUMBING INC Receipt#:PzxNG//LWN SPRNKL/CONTRACTOI Business Name: Business Type:(PLUMBING CONTR) j Owner Name:PAUL A JACKSON Business Opened:11/15/1985 Business Location:801 NW 2 AVE Stat0/County1CertfR0g:CFC1425703 HALLANDALE Exemption Code: Business Phone: Rooms Seats Employees Machlnes Professionals For Vending Business Only { , Number of Machin es: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Conedon Cast Total Pali ' 27.00 0.00 0.00 0.00 1 0.00 1 0.00 27.00 ' fi THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS ' THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory In nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is soli, business name has changed or you have moved the } business location.This receipt does not Indicate that the business Is legal or that it is in compliance with State or local laws and regulations. Mailing Address: PAUL A JACKSON Receipt: #03B-13-00009192 801 NW 2 AVE Paid 09/29/2014 27.00 HALLANDALE, FL 33009 i 2014 - 2015 4 CERTIFICATE OF LIABILITY INSURANCE DArE1t1D4n'YI THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: N the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. N SUBROGATION IS WAIVED,sub}ect to the teens and eondidons of the policy,certain policies may require an endorsement A statement on this certiticats does nW confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Blaine&Tyson Insurances 954)989-9324 F 954 989-5998 MAIL 5955 SW 21St Street anny@b1almendiyson corn Hollywood,FL 33023 INSU S AFFORDING COVERAGE NAIC e Phone (954)989-9324 Fax (954)989-5998 INSURER A: GRANADA INSURANCE INSURED INSURER a. PAULA JACKSON PLUMBING INC INSURER C: $01 NW 2ND AVE IN D: HALLANDALE,FL 33009 954 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AOD POLICY NUMBER !�Y EFF POLICY ECP UNITS GENERAL LIABILITY EACH OCCURRENCE $ 1000 000.00 © COMMERCIAL GENERAL LIABILITY DAMAGES( $ 100,000.00 ❑ ❑ CLAIMS-MADE Q OCCUR 0185FL�5045 MED EXP(Any ale pson $ 5,000.00 A ❑ 12101/2014 12/01/2015 PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s 2,000,000.00 ® POLICY ❑ PRO- ❑ LOC $ AUTOMOBILE UABILJTY BIN GLE LIMIT ❑ ANY AUTO BODILY INJURY(Per person) S ❑ LLOOWNED ❑ MULED BODILY INJURY(Per aaedent) $ OS ❑ HIRED AUTOS ❑ AUTOSWNEO d AGE $ S UMBRELLA LIAB �OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED 0 RQVfTION $ WORKERS COMPENSATION El W C STATU- ER AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETORIPARTNERIIXECUTNEN!A EL EACHACCIDENT $ pundawy Ein EXCLUDED? ❑ if yy��destxibe under E.L.DISEASE-EA EMPLOYE $ DESLRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMR7 $ DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(Attach ACORD 101,Additional Rwnw1 s Sdredul%Vmars space is required) RESIDENTIAL AND COMMERCIAL PLUMBING CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City Of Miami Shores THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELNERED IN 10050 NE 2 Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village FL 33138 AUTHORIZED REPRESENTATIVE 01985.2010 ACORD CORPORATION. AN R1"reserved. ACORD 25(2010105)QF The ACORD name and logo are registered marls of ACORD JEFF ATWATER STATE OF FLORIDA CLEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 8/16/2013 EXPIRATION DATE: 8/1612015 PERSON: .JACKSON PAUL A FEIN: 650844811 BUSINESS NAME AND ADDRESS: PAUL A JACKSON PLUMBING INC 801 NW 2 AVE HALLANDALE BEACH FL 33009 SCOPES OF BUSINESS OR TRADE: PLUMBING NOC AND DRIVERS Pursuant to Chaptsr440.05(14).F.S.,an oftfc er of a corporation who elects exemption from this chapter by filing a certificate ificate of election under Otis section may not recover benetRs or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt..apply only within the scope of the Wetness or trade fisted on the notice of election to be exempt.Pursuant to Ohapter 440 05(13).F.S.,Notices of election to be exempt and certificates of eww to be-exempt shall be subject to revolt fg at any time attr the filing of the notice or the Wince of the cerfiftatk the person named on the notice or cwt1lic ite no longer meets the dents of this section for Issuance of a certific&W The department shall revoke a certificate at any tone for Murs of the person named on the txartirtc ute to meet the requlrenw is of this section. DFS-F2-OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 (QUESTIONS?(850)413-1609 I� raul Jacksori Plumbing 801 NW 2' Avenue I ki Hallandale, FL 33009 License CFC1425703 (954) 444-6227 Date: January 26,2015 State of Florida County of Broward Before me this day personally appeared Paul Jackson who, being duly sworn,deposes and says: As the Qualifier for Decota Construction I affirm that Paul Jackson Plumbing will be the sole plumbing contractor working on the project located at 124 NE 111 'St., Miami Shores,FL 33161. Sworn to(or affirmed)and subscribed before me this 2e day of January 2015.by Paul Jackson. Pesonally known :a°`•?`YP�°4� PATRICIA J REN® My COMMISSION#EE082191 EXP A ril 10,2015 ' ORF gip. ( 39:-053 i ota com No£a�_ a° • STATE OF FLORIDA ! DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 .a 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 JACKSON, PAULA PAULA JACKSON PLUMBING INC 801 NW 2ND AVE HALLANDALE FL 33009 Congratulationsl With this license you become one of the nearly -- -� - one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range w STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeyue 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 CFC1425703 ISSUED: 07/13/2014 serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can hind more information CERTIFIED PLUMBING CONTRACTOR about our divisions and the regulations that impact you,subscribe JACKSON,PAULA initiatives. to department newsletters and learn more about the Department's PAULA JACKSON PLUMBING INC Our mission at the Department is:License Efficiently,Regulate Fairly. We constantly strive to serve you better so that you can serve your CUSiom@r3. Thank you for doing business In Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! E)goiraticn date:AUG 31,2016 1-1407130001248 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSINGBOARD �� CFC1425703 The PLUMBING CONTRACTOR Named below IS CERTIFIED �yV Under the provisions of Chapter 489 FS. y< Expiration date: AUG 31,2016 JACKSON, PAULA 0} 0 PAULA JACKSON PLUMBING INC 801 NW 2ND AVE HALLANDALE FL 33009 ■ ISSUED: 07/13/2014 DISPLAY AS REQUIRED BY LAW SEQ# 1-1407130001248 i BROWARD COUNTY LOCAL "BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2014 THROUGH SEPTEMBER 30,2015 i DBA: Receipt#:182-101 Business Name: PAUL A JACKSON PLUMBING INC Business Type:PLUMBING/LWN SPRNKL/CONTRACTOI yp (PLUMBING CONTR) Owner Name:PAUL A JACKSON Business Opened:11/15/1985 Business Location:801 NW 2 AVE State/County/Cert/Reg:CFC1425703 HALLANDALE Exemption Code: j Business Phone: Rooms swats Employees Machines Professionals 1 x', q,, �,t For Vending Business Only ° k, � P ^ Number of Machines: Vending Type: pt . �,� Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax Is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet all County and/or Municipality planning x = WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business Is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it Is in compliance with State or local laws and regulations. . i Mailing Address: PAUL A JACKSON Receipt: #038-13-00009192 801 NW 2 AVE Paid 09/29/2014 27.00 HALLANDALE, FL 33009 r 2014 - 2015 CERTIFICATE OF LIABILITY INSURANCE DATE (1911IYYY1f) 122/19/14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certff fate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Blaize&Tyson Insurances PHONE , (954)989-9324 FAX No AK: (954)989-5998 5955 SW 21st Street E-MAIL anny@blalzeandtyson.cam Hollywood,FL 33023 INSURER(S)AFFORDING COVERAGE MAIC 0 Plane (954)989-9324 Fax (954)989-5998 INSURERA: GRANADA INSURANCE INSURED INSURERS: PAUL A JACKSON PLUMBING INC INSURER C: 801 NW 2ND AVE INSURER 0: HALLANDALE,FL 33009 %4 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE ADo UBR POLICY NUMBER MIDIDPOLID YY POLICY YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO RENTED 0 COMMERCIAL GENERAL LIABILITY PREMISES Ee occurrence $ 100,000.00 A 12/01/2014 12/01/2015❑ ❑ CLAIMS -MADE © OCCUR 0185FL00065045 MED EXP(Any one person $ 5,000.00 PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMPIOP AGG $ 2,000,000.00 ® POLICY ❑ PRO- ❑ LOC $ AUTOMOBILE LIABILITY COMMNEDd..t)NGLE LIMIT ❑ ANY AUTO BODILY INJURY(Per Person) $ E] ALL OW NED SCHEDULED BODILY INJURY(Per accident) $ AUTOS [:jAUTOS ❑ NON-OWNED : R (ParBLGE HIRED AUTOS AOS $ ❑ ❑ $ ❑ UMBRELLA LIAR ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAR ❑CLAIMS MADE I AGGREGATE $ El DED El RETENTION $ WORKERS COMPENSATION1:1W C ST IATIY ❑OTH AND EMPLOYERS'LIABILITY Y I N GRY ANY PROP JEfOR/PARTNER/DIECUTNE NIA EL EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E-1E.L.DISEASE-EA EMPLOYE $ if yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additlonal Remarks Schedule,N more space is required) RESIDENTIAL AND COMMERCIAL PLUMBING CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City Of Miami Shores THE EXPIRATION ACCORDANCE WITH THE POLICY PROVISIONS. BE DELIVERED IN 10050 NE 2 Ave Miami Shores Village FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)QF The ACORD name and logo are regletered marks of ACORD JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW e' CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 8/16/2013 EXPIRATION DATE: 8/16/2015 PERSON: JACKSON PAUL A FEIN: 650844811 BUSINESS NAME AND ADDRESS: PAULA JACKSON PLUMBING INC 801 NW 2 AVE HALLANDALE BEACH FL 33009 SCOPES OF BUSINESS OR TRADE: PLUMBING NOC AND DRIVERS Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt..apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at arty fts after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department stall revoke a c artiticate at any time for failure of the person named on the certlflcate to meet the ragwrements of thla section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 L MIAM MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DDo NT OF PERMITTING,9NVIRONMENT,AND REGULATORY 11845 SW 26 Street,Room 209 AFFAIR("AIA) Miami,Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISIONT(786)315-2590 F(786)315-2599 __ s V`, .M1 NOTICE OF ACCEPTANCE OA .: www.mlamidadeggyjpora SIW Impact Windows,LLC 975 S.Congress Avenue,#102 Delray Beach,FL 33445 SCOPE: This NOA is being issued under the applicable rulesg veru the use of construction materials.The documentation submitted has been rev* ted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade d 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 On 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 acted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined 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:Clipped,Extruded Aluminum Tube Mullion—L-M.I. APPROVAL DOCUMENT:Drawing No.M07-04,titled"Aluminum Tube Mullions",sheets 1 through 7 of 7,dated 10//01/07;with revision C dated 12/46/11,prepared by.Al-Farooq Corporation,signed and sealed by Javad Ahmad„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 j,l ,city;s4; modei/series,and followirig statement:"Miami-Dade County Product Control Approve8:punless otherwise .•••• . ._. •.r..• noted RENEWAL of this NOA shall be considered after a renewal application has been f Old and therd W been*00 ••••• no change in the applicable building code negatively affecting the performance of tbiri educt.•..' ...... TERMINATION of this NOA will occur after the expiration date or if there has bpnvtevision ov change and/or-manufacture of-the product or process.Misuse-nffhz_M0A aS an_e*, gWVj t ••••:• of any produe�for eel—, 01 Wi to comply with any section of this NOA shall because for termination and removal;?N6A. • •• • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and UY UP displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#10-1004.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 12.0221.09 Expiration Date: November 21,2017 'f#114le Approval Date: April 26,2012 Page 1 r r )r SIW Impact Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBN[ITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W07-04,titled"Aluminum Tube Mullions",sheets 1 through 7 of 7, dated 10/01107,with revision C dated 12/06/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS I. Test reports on: l)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 series 100 mulled single hung windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-074107,dated 03/26/07,signed and sealed by Rafael E.Droz-Seda,P.E. (SubxWed under previous NOA#07-101006) 2. Test reports on: l)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 SFBC 3603.2(b) along with marked-up drawings and installation diagram of series 100 mulled single r. hung windows,prepared by Hurricane Report Engineering&Testing,Inc., No. HETI-074108,dated 03/26/07,signed and waled by Rafael E.Droz-Seda,P.E. (Subm&ted under previous NOA#07-1016.06) 3. Test reports on: l)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 seri;4 J I04 mullprf4ed ••• :• windows,prepared by Hurricane Engineering&Testing,Inc.,Tog R.sport Nd.... ....:. HETI-074115,-dated 04/09/07,signed and sealed b_+RafaeYE,"tez�*Seda,P,E. • goo . . ...... . ... ..... C. CALCULATIONS •• •• •• 6600•• I. Anchor verification calculations and structural analysis,compl%h'gidth FBC-20070 •. At= -Co ratio -dated 08/13/09-arid rovi on /14t% ped ••••• and sealed y av ..0 040 :. . (Submfted under previou's NOA#10-1004.01) • D. QUA 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) 4 Mai-" ei P.& Product Con ! iaer NOA No. 1.09 Expiration Date: November 21,2017 Approval Date: April 26,2012 1�-1 C i Y SIW Impact Windows.LLC. NOTICE EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,and of no financial interest,dated December 05,2011,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 10-1004-01,issued to SIW Impacct Windows,LLC for their Clipped Aluminum Tube Mullion—L.M.I.,approved on 11/11/10 and expiring on 11/21/12. 0000 . . 0000 0000.. 0000.. 0000 0000.. 0000 _ 0000 0000 0000. 00 •• •• • 009000 .•0••i 0 • 0 0 9909•• 9909.• V I� Manuel Pe Product Control am . r NOA No.12 .09 Expiration Date. November 21,2017 Approval Date: April 26,2012 E-2 w„u p ,.moor ;.000 .690 a law 24WG TV, ; 8C� 4.OW 4.000 �O a 3.000 •rm ~ 1r A1Tf ' orTIONAI. g MULUON cLm (6o6s-T6) o o M 1 X 3 1 X 4 1 KI 1-1/4 X 4-1/2 (ALT.TO MMMS) STD. MULLION . M n,SON WnOM MULLION CLIP LLENGM Lqw BE art m Frt SUM 6063-T6 6083-T8 ma 6063-T6 MW ,BY RM IOAMOM to I` w S Q w m Iffi WR TYP. .126 2.800 ZpV�7 m - 1.030 z ..d .126 6.000 0 000 TYP. TYP. N 4.000 4.000 3• � N O d NOTCH OFTIONAI. - Li I I[=--i L ® ® kjj MULLION CLIP (8881 T6) 2 X 4 2 X 4 2 X 6 2 X 6 (ALL Tom) S1 ;$1p ML1LLtDN WFWY MULUO F AN1 MULLION aLIP LEliOiF16 A66T BE GIT ro frt am 1 63-TB 6063-T6 T8 6003-To Vw 28Y'11�E M2+L4. OrNO" t m V • •• • - • • •.• • r. By0 Cr4L a* CAIL No • ••• •• s•• ••• ••• 2000----I PI d—bw ao. L1WE cu • • • • • • 6 9.01 M07-04 .. slreot z of 7 � • •• • • •. 80&1-T8 z9 � i ___---- — ------ ---- o I .. "7 '1 q TYPMHI. � Q 11 II - 46U12tl+f0 PICT �t .. It ICY r6J' `l ryilHi � _zN.R � TWICAL 1 - VMWM FRAME (LOW I � antro +.� JJ '. 2oDo O J O 3 p,+n AUL►iO,k'S GONmmNG 7YPlC& GLAZING PRODUCTS � HORIZONTAL OR VERTICAL m i SEE WMMOW OR DOOR APPROVAL FOR FASTENERS SIZES ANO SPACII•. S zz � aim MULLION SYSTEM IS RATED FOR LAME MISSILE UPACf. AND CAN BE USED WITH ALL MIAMI-OAOE COWTY APPROVED IMPACT AND NON-IMPACT RESISTANT MMWTS lipRFT` MULAR ALUMINUM TUBE IO MU KNS USING MU I ION PROPERTIES ONLY Holm THDT pRODUOT HAS BEEN DEStOM ANO TESTED TO COMILY W M THE. MMMMMOF THE��rc� (MMAMHIM). CODE 2070 NIO4t1 1601 1 zw INSTRUCTIONS: ALL MAZM PRODUCTS USED WDH THESE A81LLBM In ST MEET THE •• • Atm -IC F�tON3. c m u APPLICABLE BUTLDORT CODE rj=xRmmm LE:wM LM. WATER B. • %WA7=. FORCED M"RCMSMWF. SAFE ETC. PER ASCE 7 i WOOD MW By DIHEIM MUST BE ANCHORED PROPERLY TO TRANSFER • - • Lem 10 THE snum7m 48fiEp AICHM SHALL BE AS LWW.SPACED AS MM ON OEIQAII S,DOEWAERr 7 Wig'• TO SW MTEIM.SHALL BE BEYOND Wa COMM .TOE ETC.). SP 3 lO kYAI.IrNt AS PER PRMT I �'gg�z 8 Ac � AWED CONDITIONS IMS IS OTFIYR THAN THOSE SHOWN IN OETAB sus= SHEET 7a N� A �y�tWm �'O •l AM NOT PART OF TtOB APpR01BY. VDVlp _- A LOAD OURATI01t OBS 6 USED 01 1 AN== WOOD OWY. • Dl 1 drOWing n0. MEMS Baz umRD Bur NOT tDDRD TD mss, COME BRD • • Nsn�s TYOEB�N B•�7 atm IMMM ctlMTrs �' M07-04 COWAUr WTM O111ER D MATEIOIILS S1ALL�MEE7'TIIE I'S ON saw R OF 2010 FUNMIA 13M.CODE SECTBIN 20D&S.4 • • MM THFiOEBItkIAUI � WWF" P 1 ABOVE. Q` AA 4. ehmt 1 of 7 4 ice=-WAD CAPACIRV-PIW(7UBX UM M) u>m a1m1 WAD CAI At3P11-MW(TUBE 6Smr.+" 1 MGM WAD CAPACITY- PAP CM t6DLua1a>g - 4 1-1 4 1- 4 id 4 WkID09MM 1 X3 1X4 114 4xl/8 8X4 8X4 8X2 %0 6S1�AD I X3 1 X4 114 441/4 8X4 8X4 8X6 2X8 aBa>mIrOD3B. t %9 1X4 111 hl/8 8X4 8X4 8%e 0X4 tlISM(q'180.1.SPAN BTD. SPD. C10.7B11 - STD. 6BAVT STD. VV 8ADT11 STD. STD. CfUfi01 CMOX STD. IMVV SID. 1 AVV 9N17FI 6T164 8T0. on. cuss IN cgs= STD. IVY STD. It"IfY 19-,/8' 138.0 130.0 131.0 170.0 130.0 130A 138.0 19-1/0" 84.3 ,50.0 132.0 1=0 13" 130.0 13MO 130.0. ,9-1/8" 370 89a 7&9 803 98.7 330A 130A 0 o 28-i/1' SAO ,31.0 ,31.0 ,SRS 13DA IVA 1300 304 28-1/2' _�' 46.4 30.8 130.0 13.12 13DA SILO 13DA 13DA 26-1/1• - - 42O B&9 389 41.2 m.0 130.0 jr 130.0 1=0 1303 130.0 130.0 tmo 13" 30' 4fA 309 13010 13" 128.4 1300 131.0 13" 3W - - 37A 80.3 ML3 WA 80.1 130.0 37' 130.0 130.0 1303 150.0 1.30.0 130.0 13" 30.0 37' 33.2 71,3 1119 130.0 104.1 1540 130.1 139.0 3Y - - 30.0 40.8 - 81.0 79.6 130.0 42' Po. 130.0 ,.30.0 ,300 130.3 130.0 131.2 ,50.9 42' - 626 988.3 1279 91.7 1.30.0 130.0 13" 42' _ 1203 - - sB9 - 449 70.1 130.7 40' MA MU 130A 130.0 130A 130.0 130A 30.0 48" - 849 68.0 1119 90.3 13MO WDA .130.0 46` - - 51.4 - I9A eta 1,28 &1' 130.0 130.0 130" 130.1 131.0 130.0 130.0 30.0 64" 48.8 744 98.1 71.4 127.2 130" IMW 84' - _ - - - 30.9 149 ,ID.t �� v 8p' 123.8 1300 130.0 130.0 132.0 130.0 130.0 30.0 tw• - 44-0 98.6 e9a 64.2 1145 ,80.1 1340 80" - - - - - 33.1 4M0 110.1 ems, 116•• 1125 130A 130.0 130.0 13110 130.0 ,30.5 30.0 66" - 40.0 828 81.1 SM 104.1 118.7 130A w - - - - 448 SIA 01 a 103.2 13'0.0 130.0 13" 130.0 130.0 130.0 300 72" - 30.8 87.3 740 838 BSA. 100.8 13U 7Y _ 449 76.1 Q 19-1/6" /300 130A UDA 1308 13" 13MO 130.0 19-1/6' 819 1104 130.0 1300 WOA 13_0.0 13" 1.300 19-1/6' - 440 590 41.8 74.1 it&8 130.0 29-yr 1311.0 130.0 130.0 130.0 .1300. 1340 1'..0.0. 48-1/2" ;.� 37.2 70.7 124.7 1305 116.4 130.0 13DM 130.0 �-1j2' - 32.1 479 - 839 834 1300 1 ii _ 30" IMO 130.0 13" 13M 130A 1300 150.1 30.0 30' 328 744 1131 MA 1628 130.0 13" me 33' - - - 37A - 47.3 737 13" W �0pj gs 37' It" 130.0 131.0 300.0 151.0 13U ,30:0 3" 37' :� 30.1 89.3 1188 93.4 130.0 WDA 130-0 37" - - %MID - 580 s" 1889 42• 86-8/6., 101.8 136.0 1300 1300 130.0 t3" 130.0 330.0 42' 80.3 78.7 10 2 739 13" 130.0 tMO 42" _ 132' _ _ - 330 sm 98.7 46' 989 =0 1.30.0 SAO 3000 1300 130.0 30.1 46' 1410 608 919 80.3 114.0 130.0 Imo 48' - - - - - _ 168.1 "A S4' 790 127.2 1300 130.0 130.0 tMO 130.0 30.0 se 30.1 61.2 61A 30.1 1019 125.1 SAO Sr '• - - - 10.0 78.8 q 80" 71.1 114A 139.0 130.0 130.0 13010 130.0 80' - 30.2 88.1 73.3• 51.4 913 1,28 133" 811" - - - - - 380 67.7 .g 68'- 84.7 1061 130.0 13MO 130.0 130.0 130.0 88" - 32A 00.1 68" 48.7 634 1023 130.0 66' - - - - - - 338 81.9 .1.111 72" 88.3 9M4 139.1 130" 131.0 180.0 130.0 35.0 72' - 469 81.1 42.6 76.4 93A 130" 72" - - - 91.7 88.4 1221 ,300 MA 130.0 132.0 130.0 130.0 _7�I.o 19-1/6" 34.8 74A SIM 132.0 SOMI 130A 1.300 1330.0 19-1/8' - - 34.3 46A 320 97.1 MA 13" 0 �o 26-1/2' 88., 130.0 301.0 moo 130.0 130.0 ,30.0 130.0 2s-1/2' - 634 MA 1112 780 1700 130A 300.0 26-,/2' - - - 32.8 - 412 &1J ,1411 7J 3r 77A 1300 130.0 130.0 1300 13MO SEO.0 t 30' - 47.2 73A 1182 NA 1716 /30.0 13" 30" - - - - 344 689 104.3 3T• 831 1,89 1.30.0 MO 13DA 13" MA 30 -�37• - 36.2 MA 70A 309 999 1300 130.0 37• 144' - - - 480 845 tj or $108 100.8 /30.0 130.0 130.2 130.0 130.0 ,30.0 42' 337 82.7 70.1 491 673 127.1 WDA 42' _ 42' - GO Or 4910 924 132.0 130.0 130.0 130.0 130.0 130A 49' - 40.1 81A 433 76.8 107.7 MA 48' - - - - - 585 661 a 64' 43.2 622 1269 ,300 122.0 130.0 130" 130" 64' - - 414 849 380 681 NA 130.0 86' - - - - _ - 31.5 57.9 _ 30' 389 734 SIM 130.0 108.0 1.30" 1300 IaO 60• - 30A 49.1 34.4 610 o61 1306 � QZ 98" 35A W1 308.1 124.3 961 130A 130.0 13" 68' - - 335 44A 31.3 044 70.4 1304 A9C11E9 TO�/CSA Z �" 72' 320 81.8 0M4 114.0 93A 1.30" 131" 13'1.0 7Y - - 30.7 409 - 811 71A 131.0 own Rip GFWE It3RKONM lS9.m 2 LLE r 19-1/8' 74A 130.0 130A 130.0 1300 1�0 1300 130.0 19-1/0' - 41A 51.3 IQBZ 709 1380 13M 170.3 � q 28-1/2" WA 1104 130" 1=0 MO I 130.0 1=0 130.0 26-1/2' - 37A 82.7 M OU Wa 13MO 130" 3D' 479 1019 130.0 13MO 130.0 130" ,30.0 1383 30' - 33.1 819 690 4o4 6M5 13" 133.0QLAZM 37' 309 820 129.3 13U 130.7 13" 130.0 130.0 37' 420 6011 394 704 138.1 ,30" 42" 539 74-,/4" 726 IWA t30A 1OL4 MO 13" 130.5 41' - - 37.0 48.3 348 SIA 30.1 1300 Nuum - 40' - 63.7 Na 1&7.1 931 130,0 1300 130.0 4B' - 32.4 43, 30.2 839 81.1 1 130.0 64' 309 309 109.4 820 130.0 MIS ISOA 64• - - 303 - 479 74.7 132.0 IPCRL4ZMCPRr>%BCT 30' 51.0 72.7 MA 740 13MO 130.0 132.3 W' - - 340 - 431 67.3 SIMI 69' - 463 72.9 846 67.7 1�7 190.0 130.0 �' - - %Gf' - 404 811 112.3 - k kip '72• - 425 685 621 820 110.0 1201 ,30.0 72'. - _ _ _ - - 58,1 108" PRODUCT PRODUCT AL. LOADS ARE EXT.(+)/ (-7). 9M W2 MULLION SPAN MICAL MU t ON ARRANGEMENTS NOTE; • •,•• • • • • • •• NOT14 (1y) m w1 +w2 MULLIONS RATED IN THESE CHART MAY BE O VERTICALLY OR HORIZOSITALLY. • •i ••i i i i•i •• 9r' PftOVK=1Tt VMW q (INTERPOLATION BETWEIN WIDTHS AlOWED) •• 00: ••i ••• i i ••• R&PE7c CAA � 9Bbttmt*t6ltd6 - AaMbM NXVL" ow IS • 90: i t *Ming M. • • MUarr1 �� M07-04 ••• sheet 3 of 7 was 0 • • • • see a VISM LOAD CAPACITY-P11P ORMN, AAD FAVM - PLD+ DIPLON LOAD CAPACITY'- PB@ p W nwow D16t8. ANCHORS TYPE im p v MmL j ANCHONS TYPE vtl®DOW ma ANCHORS TYPLC 1� will(w)AWS&I SPAN A H C III WFIN A - D C D %VM(ti9 MULL VAN A H C D 19-1/8• 130.0 130A 130A 1 19-1/• 1 IK7 1XG0 IxO 130.0 19-1/8° 74.8 Ims 90.4 430.0 26-1/2" 130.0 1308 130.0 laftla 20-1 828 tyOA Alms 139.0 - 28-1/2- 53.0 869 65.2 /30.0 30" 130.0 130.0 130.0 1 30" 73.1 i 1182 N9 130.0 30" 478 78.8 878 118.2 la°1 37" 120.5 130.0 130.01; 0 37" 69.3 911.9 71A 130.0 37" 388 82.3 48.7 93.4 a 42" s/8° 1D8.r 130.0 128.7 1 42• 71r Su ` ".4 63.3 1289 42" 120" 33.9 649 41.1 823 ,t 48" 92.9 130.0 112.8 1 48" 45.7 r 78.8 68.4 1108 48" 29.7 48.0 35.0 72.0 ' 44" WA 130.0 110.1 1 64• 40.8 88.6 48.2 988 84" 28.4 42.7 3" 84.0 k .f p" 74.3 120.1 90.1 1 38.8 69.1 44.3 88.8 80" 23.8 38.4 288 87.8 V$ N so" 879 108.2 819 1 68" 33.2. 83.7 40.3 80.8 or 21.6 349 20.2 82.4 72" 1 01.8 100.1 70.0 1 7rl I I 3D.8 482 3" 73A 72- '� 32.0 24A 48.0 vQ 4 19-1/8° 130A 1:0A 130.0 19-1 MA� � 139.0 12&1 t3O.0 1•-1/8" 117.0 108.8 82.1 139.0 26-1/2" 127.8 t30A 13MO 1 0 28••1 789 ! 1$4.2 9s.2 130.0 26-1/2° 48.9 79.0_ s" 11&8 30• 1129 130.0 130.0 1 30" 679 1d9.7 823 130.0 30" 43.2 - 699 82.4 104.7 37" 81.3 130.0 110.7 13 37- WA- � 6" 89.7 130A 37" 3LO 68.8 42.8 849 42" �� ,,. 80.8 13U 07.8 1 42" �" 411.8- 78.4 88.8 1178 4a" 1 309 499 37.4 74.8 48" 70.4 1138 88.3 1 48' 42.4 �.6 81.4 1028 48" 27.0 43.6 32.7 68.8 54" 82.8 101.1 76A 1 0 Be 37.7 81.0 40.7 91A 64" 24.0 38.9 20.1 69.2 89.3 91.0 68.3 1 0 - �" 33.9 "A 41.1 823 60" 278 349 262 62.4 U 68• 612 RL7 021 12.1 66" 30A 49.9 37.4 74A 88" - 31.7 23.8 47.6 z 72• 48.9 769 68.9 1145 72" 28 3 4&7 34.3 88.8 72" - 20.1 21A 43.8 0 S 19.4/8" 130A 130.0 130.0 1340 18-1 932 130.0 1129 t30A 19-1/8" 62.1 10O.4 76.3 130.0 > � 26-1/2" 102.5 13" 1242 1 28-1 87.2 108.7 81.5 130A 26-1/2" 44.0 7zb 84.3 108.7 v �" 908 130.0 109.7 1 �" 89.4. -90A 72.0 130.0 30° 39.6 04.0 48.0 O&O 11,1 37• 73.4 1188 89.0 1 37" 482 77.8 BBA 116A 37" 144" 321 819 389 779 ] z 42• 83• 64.7 104.8 78.4 1 42" 42.4 888 81.4 102A 42" 28.3 48.7 34.3 68.8 48" 89.6 91.4 88.8 1 40• 37.1 60.0 48.0 90.0 48" 24A 40.0 30A 80.0 84" 80 3 81 3 111.0 121 S4° 33 0 83.3 40A BOA 84" 220 36 6 28 7 S3 3 z 181% OO" 46.3 73.1 84.9 1 7 60• W- 40.0 38.0 72.0 88" 41.1 66A 499 88" 27.0 45.6 327 60.8 ANC110p8 y} 72• 37.7 61.0 48.7 91 72• 249- - 40A 30.0 60A TYPE A,®.0 D D ARCHES tl/5t2>�0 a N 1, 19-1/0" 120.6 130.0 130.0 1 O 19-1 82.8 133.9 10DA 130.0 q�RECTANGULAR 89APE 26••1/2" 109 130.0 IM4 13 28^1 89.8. 8'&8 72.5 13" 30' 768 124.1 03.1 1 0 �" 828 96.3 84.0 128.0 37" 823 100.8 78.8 1 o 37" 42.8 692 819 103.8 18G.LIOD1 42• 84.9 88:7 88:6 1 42• 37.7� 01.0 46.7 91.4 Alm 74-1/4" 108' CLAM CIAZIND 48" 4&0 779 48.2 11 4 48" 33.0 83.3 40.0 80.0 PAY Pyr 64" 42,7 a" 61.7 1 4 84" 29.3 47.4 36.8 71.1 GLAZING GLAZINO ANCHORS :i 6D" 311.4 821 488 413 1 60" 28.4 427 328 84.0 �uCr PR AB. 0 88" 349 48.4 42.3 84 Or 24A 388 20.1 682 ANW�S a� 72" 320 81.7 388 77 72" 21.0 36.8 26.7 43.3 OR DALL LOADS ARE EXT.( INT.(-)• v1 �_ AAC MULLION SPAN emu • ' ••• • • • • • •• TYPIC MLI t ION ENGEM ANY ANCHOR CONDITION SH HEREINY COVER • • • • • • • • • LOCATIONS AT HEAD, SILL JAMB EN •• ; •s a•i i i i•i •• wl Z2 inn .� FOR ANCHORS DESCRIPTION SH ' THRU 7. •• •i ••i ••• PRODUCrREIISM N, N, •• aNn (INTERPOLATION BETWEEN WIDTHS OR S ALLOWED) • WIDTH _ 2 aaa 7aR92Bulmims0muNo O'd o L No 7 ,ylj • qq •• ••• • f"Q" droarhlg no. • 0 ANS©RSI. . • . . M07-04 4141• 4141• • ••� 4141• U , sheet 4 of 7 4141 • • • • ••• • • • 4141 4141 • • • 4141 4141 4141 • • • *as a • r 1/4"OIA 1/4"OLL ULTRACONS h Ed. 2 PER CUP(1 ON EAM 1 ) 1 PER ANGLE O •... A `v •�.,. o,�, iV o Ed o qq ��poc• a d _ I ____."'___ WOOD BUCK 1 5�i CUP TBKi P-- -------�j 1-3/B'�C.A42'1. I AlU1A% 1 Q,^o C I 1 1 1 1 2 PER ANGLE 1 1 8 1 1 IMWM\IE MTRACONS z ti a PER 11(1 ON um ) 1/4•�i PER A► E p W p4PS 1 1 � P fj�j zer ? act ! I W9000 BUCK r 1} NtOOD 82111�M i W000 Som ;WiR2.2K i 9 l ALUM 1 ----___.._ OR v Fl WING CLIP �W O WOOD STRUCTUM I /14 SATS 1 { I 1 I 1 2 P��ANOLE�' 1 g Ile OW.ULTW=6 By'ELCO' R ULumm MAY 9E HEX OR FIAT HEAD SUBSTWW Ed.a MBI.MIX Off. MIN•eNEOMENT ,I %= 1' 1-1/0" BLOCK 2-1/2" 1-qr 1 1 I 1 CONCRETE 2-1/2" 1-1/2" r__..__ ----' ! i�.,i ALL CUPS AND ANBLES TO FI1 mm BRO TURF MULUONS.CM Olt ANUS CONNECTED �8 II 21 II •• •• 1WH1 AtVAU-RESLSTAW COAnNM SUCH Y AS BRUMINOUS A94T OR TO MASONRY TO BE PROTECTED c m u 1 ___ 1 • • • • ••• • • ••• WOM-WHIM IETI O'E tA�. ti. ••• •.i • • • • • • • �' 6 L B aaoauNSwp6Ole cFS no 1/ CIA, I ONS (I • • • • • • ••• ••• a PER CLIP(1 ON EACH AWS1 1ANtA) ,7 QI[4O.••• �♦ ••• t t • •• • • i ••i ••• ••• ••• .; shoat 5 of 7 J/41 ow tnTRAcor� 1/4'DIA.UUR 1/a•�'p t/a•MAL ULVAMM t2.x'{/ 4.PER ON FAgI 1�Ri) 2.PE8 AN" 2 POt CLQ(1 ON 1 xi) / PER AN6tE as • v • ••v• �v � »� t...1 Fi �a t At 1Bl ---------- WOODealra�c �. i t z x z x 1 ; 81a seu a v; fl.MRexi Ct.��4 sus - ; i. AlUle --------- ; 2" �aaUuKe tANMX 4t 1/4"as UURACONS DIA.ULTRIUaICL 4 PER CLIP(ION 2 PER EAgt tTOx1) Ed 1`WN. ANSLE ZO UN � �d j t Iz' 1 --- D m A 213Y FLDATM CLIPAl UM AMM MAW WOOD cvim nn6 ••• �` = i sTRuy1a sees �' ' ' d, s^' m t 2.O.C.taw. I i 2 PER AN= Ed. /4•DIA.ULTO)ONS 2 PER OUP(1 EAOii WM) „ • ,�.. ; .. gill I Ile M LURAcmm Or now ..•. •• �'v.• ULTRACONS MAY BE M OR PUT MAD SUBSTRATE Ed. Mxe.EDGE DIST, fie.T1eBEmmwr I - 2-t/2• 1-t A' LOCARWI t o ALMOMYE --------- t A TI�I iOCA • -!' •1.1/Y ALLown woo Amm" PRODUMPSYMM Will MOL �.AND• "ii �IIBE 1111eLU0te5..BE FIA =W, JQ, cOdealfBde$ d" I WAYM-414M METIUCRYWE UCQUEL AS• PADR I `"'"' • 0:0 • • ... . d—I'm no. . ANCHORS TYPE 'B' • • • • • • • • M07-04 • •• • • • sheet 8 of 7 ••• • • •• •i• i• •� i I t • , 1/4'OtA.UCf0MXk6S -�� Of Ed 4 PffiR CLP(2 OM EACH WM) M Ht 14 SAM IT"m MIAJ." • a 1 ,; (114 F 2/� � fi •t i 1 -------------i �V FLOAT9Hc CUP 1/S'DOCK AM d CHWIELI 1 Lam"I)RT SNWI 1 q 1 1 MAIM MUI.l10N dl� i i { AS SHON I 70 � ff 1 I 1 I cA10.X.AOR Y g/ 14 SMS PER CLIP FOR CIMIS A,0 OR C 3 FOR CART 0 t OLE Ed. 1/4' ULTRAWNS 2 PER ---- ----- oO 1 .• H•• ao • 1 1� QQ Ed 1 I � I 1 'pfl.4 saHcw a•HR I 14 Fit tso X� 1 z 4�•U IC ovamro°°��'. i MER c.MOL 1 L_ - ® 14 Sf6 I' J 1PER AI�%'.LE 1 1 1/2" 1 1/2• j 1-13 ANGLE i IiI i � 1 1 1 34"XYX 1/8 (ECt2BY 3 4'X 2'X 1/ _(i0Y as LOQ%T=OF SCREWS TO T IES C 0710 CUT 70 RT - O �. g� M AN MY FIT SM MR)VM MULUMM ANCHORS DETAIL. ANCHORS TYPE 'p` METAL TO MCI kL CONNECIWM 1/4'MOL BLTRIcm By'EURO' 1 ULIRAC011S-MAY BE HEX OR FIAT WM SUBSTRATE Ed.-MW.MM OI.4T,UK lA�E0MEPIT ¢ W000 1" 1-3/0' • 2-1/2" 1-1/4' <m v • 2a1 • • ••-1/2• • Cs ALL At'D IbRI' TA Y TO BE PROTECTS CIS DR WfFH1 �M AS Pw OR PE i•74882, As 7�8 s � N b 3 WAM-*=METMACR"ATE LOAXW R. 3638 No g. • ••• • • ••• • �` dr•wing no. •••• •• • ••• • • i i : .I sheet 7 0 • ••• • • i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1 e z M® MIAMI-DADS COYJNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) wwvv miamidade ov/acral T.M.Windows,LLC. 601 N.W.12"Ave. Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined 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 Zane. DESCRIPTION:Series 11605"Single Bung Aluminum Window(reinforced) APPROVAL DOCUMENT:Drawing No.W06-34 Rev E.,titled"Series 605 Aluminum Single Hung WDW.(LMI)",sheets 1 through 7 of 7,prepared by Al-Farooq Corp.,dated 04-24-06 and last revised enh4PR 25, 2012,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County ProductoCopirsl Revmion•�amp ••••;• with the Notice of Acceptance number and expiration date by the Miami-Dade County PrmauctContr0?$ee4on. •. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 0 9 0 0 0• 0 •° ••••• 0000.. Limitation: 0000 0000 :•••• 1. Exception:Glass type I(sheet 4)is no approved for Small Missile Impact Ratitfg=Sall not be.initalled..••• above 30' above the grade. 0.0.0 0 0 040 0 0 0 0 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 1-Afl-Nitedilfsta d with.*0:0 optional Fin-mount are limited to max Dp=+/-61.0 psf. :06:9: • LABELING:Each unit shall bear a permanent label with the manufacturer's name or lojo,city,state;Mldderies aad following statement: "Miami-Dade County Product Control Approved",noted herein. •..• 0 .r. ;••••; RENEWAL of this NOA shall be considered after a renewal application has been filed and there has;�n I 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&renews NOA#09-0604.24 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. MIAMGfl £G NOA No 12-0213.05 Expiration Date:July 05,'2017 Approval Date: May 03,2012 �{` l Page 1 T.M.Windows,LLC. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections(transferred from file#09-0604.24) 2. Drawing No.W06-34 Rev E.,titled"Series 605 Aluminum Single Hung WDW.(LMI)",sheets 1 through 7 of 7,prepared by Al-Farooq Corp.,dated 04-24-06 and last revised on APR 25,2012, signed and sealed by Javad Ahmad,P.E. B. TESTS(transferred from file#09-0604.24) 1. Test report on 1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3)Large Missile Impact Test,TAS 201-94 4)Cyclic Loading Test,per TAS 203-94 along with installation diagram of an aluminum Single Hung window,prepared by Fenestration Testing Laboratory Inc.,Test Report No.FTL-5439 dated 12-10-07 and FTL-5742 dated 01- 22-09,both signed and sealed by Michael S.Wenzel,P.E. 2. Test report on (Transferred from file#07-0404.04) 1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3)Water Resistance Test,per TAS 202-94 4)Large Missile Impact Test,TAS 201-94 5)Cyclic Loading Test,per TAS 203-94 along with installation diagram of an alum Single Hung window,prepared by Fenestration Testing Lab Inc.,Test Report No.FTL-3975 dated 10-22-03,M-3755 dated 03-24-03 and FTL4514 dated 01-25-05,all signed and sealed by Edmundo Largaespada,P.E. 3. Additional test report No. CTLA416W dated 04-11-00 issued by Cg rtifiedljo.lof.mg lab ri••e addendum letter Jan 22,2002,signed and sealed by Ramesh PaN.F.f.. .. C. CALCULATIONS 696:06 •• *too:* 1. Anchor Verification calculations complying w/FBC 2010,prepWy AL-Farooq Coif%-- dated JAN 18, 'signed ns& Javad nchor VVerificationCalculatiocom rative anal s s com 2. 110.000 •••• wl FBG•2W7,prgAW by AL-Farooq Corp.,dtd 05-15-09,signed&sealed by Arshad 7+tW,P.E.•(fite#89-06M4x• 3. Glazing complies w/ASTMS-1300-02&-04. • •• . . . . ...... D. QUALITY ASSURANCE :00660••••• 1. Miami Dade Department of Permitting,Environment,and Regulatory A fa .PERXA • E. MATERIAL CERTIFICATIONS •• • 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc.for their"Saflex Clear or colored interlayer",expiring on 05/21/16. 2. Notice of Acceptance No.12-0130.01,issued to Cytec Industries Inc. for"Uvekol S laminated glass interlayer",expiring on 02/08/2014. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no.financial interest,prepared by Al- Farooq Corporation,01/13/12,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest,prepared by Al- Farooq Corporation,dated 05/28/9,signed and sealed by Arshad Viqar,P.E.(file#09-0604.24) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises&renews NOA#09-0604.24,expiring on April 21,2016. 2. Test proposal#07-3765 approved by BCCO dated Feb. 0 ,2 07. /- wwG I• CR�7N.1m" Is iaq I.Chanda,P.E. Product Control Examiner NOA No 12-0213.05 Expiration Date:July 05,2017 Approval Date: May 03,2012 E-i .. .. . . . .. .. . . . . . . . . . . . . . ... . . . • ••• 000 0 53 1�'6"• • • • • • t • 0 53 WINDOW DTH • • •.• • WINOWH 1tfOTH Z 46 1/4" 46 1/4" 02 D.L..OPD.W. (FIXED) D.L.OPG.W.(FIXED) FALSE AIINTIdS 2joe MAX• • • :0* •N f�AWM7`"S 21"MAX. ( MAY A HEae�Sa.L. : i i• • t� BP usED • ii It I n ii I Qt 1 u u � 0 ii r� 1 i/ u I ------ 44c It u "+ I at ii I M Q u u n u I 9 u tl 1 1 { it it 00 N Il It yy it tI lel itit all C u •/ �� n � { C1 u / o I M <_ iQQ� 5 1/2"MAX. S 1/2"MAX. Lt 3 Z�y 47 3/4" b7 3/4"HEADISILL HERS 78 Z¢a oS THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT, D.L.OPG. (VENT) CORNERSDy 4OP0 �) O � }:15 SHUTTERS ARE NOT REQUIRED. so t/e" so t/6" VENT $)CRIES 805 ALUMINUM SINGLE HUNG WINDOW VENT WIDTH WIDTH DESIGN LOAD RATIAIGS FOR THE WINDOWS TO BE AS PER TYPICAL ELEVATION TYPICAL f_LEVATION CHARTS SHOWN ON SHEET 2. EQUAL LITES WITH OPTIONAL FIN & APPROVAL APPLIES t0 SINGLE UNITS OR SIDE BY SIDE (SEE DESIGN CAPACITY CHART) EQUAL LTTES 8 (LIMIT DESIGN CAPACITY TO *61.0 PSF MAX.)COMSMTIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER V g WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING § MIAMI-OADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL O.LO. WIDTH (FIXED) WINDOW WIDTH - 4.875` WILL APPLY TO ENTIRE SYSTEM. D.L.O. MOTH (VENT) WINDOW WIDTH - 5.375" D.L.O. HEIGHT c WINDOW HEIGHT/2 - 4.5" - - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE - LAMINATED GLASS RETIREMENTS OF THE FLORIDA BUILDING CODE IVCLIl0I1G Heal VELOCITY INSUL. LAM. GLASS _a" HURRICANE ZONE(mmy p vtvtTsrrew LARGE MISSILE IMPACT Y 'IBY OR 28Y WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY • TO TRANSFER LOADS TO THE STRUCTURE. - 4- r.JAM ANU a ANCHSHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.ANCHORS M�ImdHf1N �7 ORS yIX;.g2 g EMBEDMENT TO BASE MATERIAL,SHALL BE BEYOND WALL DRESSING OR STUCCO; '3$Te ANCHOFM OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE s 8 � HOT PART OF THIS APPROVAL. A LOAD DURATION 04CREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. droving tro. MATERIALS INCLUDING BUT NOT 1.6IRE0 TO STEELMETAL SCREWS:THAT WdC—3�• COME INTO CONTACTWITHotteat DISSI�I.AR. AT SHALL MEET THE AP $2012 REQUIREMENTS DF THE FLORIDA SLOG.CODE SECTION 2D03.&4. slwet T oI 7 . . . . . . . . . . • • . ••• • 000 DESIGN LOAD CAPACITY- PSF • • • • • • ••• • •• r_ • • • • • • •• 0 0 o • DESIGN LOAD CAPACITY - PEP (WIT![AWW NVN REINFORCING) •• (WITH STEEL REINFORCMG) '/R GLA&S TYPES • • •• • • �Y 1 WINDOW Dtus. TYPE'C' 'D'k'E' GLA88 TYPE'F' LASS TYPE'G LA88 TYPE V GLASS TYPE'1'G1AS8 TYPE!'J' ••• •• ••• ••• •• WINDOW DIMS. LA88 TYPE'F' 1O WIDTH NE09 EXT.(+) INY.(-) EXT.(+)1Ni.(-) EXT.(+)1NT,(-)E%T.(+)IW.(-) EXT.(+)1NT.(-) EXT.(+)1NT.(-) EXT.(+)INT.(-) 31 WIDTH t1EMJEI EXi.(+) 1NT.(-) g I9-1/g' 7010 70.0 01.0 silo ODAgobBao solo Bob 86.0 So.o I BOb Sob Bob 19-1/0' 80.0 Itso 26-1/a" 70.o 70.0 81A 61.0 9010 80.0 - 80.0 80.0 80:0 a" Mo 80.0 80.0 a" O • - • •• •• 26-1/2" 2B. 8a0 118.0 37" (4) 70.0 70.0 61.0 610 800 80.0 Sob 80.0 Bolo Sob $Mo Sob 80.0 80A• • • • 37" (4) 50.0 115.0 53-Ile— 70A 70.0 61.0 61.0 ODA 80.0 840 SOM &110 W.0 800 8D.0 88.0 Bolo • • • • • 53-1/8` 8010 115.0 19-1/e 700 700 6110 61.0 80.0 80.0 EGA ODA sob solo 80.0 80.0 1 Bob 80A • • • • ••• W 19-1/8" 80.0 115.0 BOA �n- 2trt%1" 70.0 .61.0 61.0 Wo 80.0 80.0 X1.0 60.0 Sob Sob Sob • •• ••• 26-1/2' -3�. 70.0 8010 tf5.0 L� N 38-3/8' Y 3r (4) 7Q0 70.0 5110 81.0 88.0 80.0 8IAA fL0 80.0 80.0 5090 8010 8010 8010 8010 37' (4) 53-1/8" 70.0 70A 61.0 61.0 80.0 80.0 80.0 80.0 Sob 80.0 00.0 80.0 80.0 53-1/B" 80.0 115A Q g 19-i/8` 70A 700 81.0 61.0 BOA 80.0 Box 80.0 80.0 1 a" 80.0 sob 80.0 solo 19-1/8" 80.0 115.0 Q dj,O i„d6(a 20-1/2'X5/8„ MA 70.0 810 61.0 solo BOA 80.0 SDA 8010 ODA 880 800 010 880.0 26-1/2" will 80.0 1180 3r (5) 70.0 70.0 81.0 81.0 800 Bao Bob 800 80.0 80.0 BOA 800 88.0 80.0 � 37' 50-5/8. 5) BOA 115.0 Q 53-1/8' 700 70.0 61.0 61.0 Bob 80.0 gob ODA 80.0 60.0 Bob Bob sob sax 53-1/B' ( solo 115.0 J 19-1/8` 700 70.0 61.0 01.0 Bob SOX WA Bob 800 600 DQA 80.0 WA 800 19-1/8" 80.0 118.0 a Z 995 26-1/2'ss-5 . 70.0 70.0 61.0 610 80.0 ED 80.0 sob BOA 80.0 a.0 sob solo sob 028-1/Y �-g/B. 80.0 115,0 tll 1. (0) 70A 70.0 61.0- 81.0 WA SO.o 80.0 sob 800 800 80.0 80.0 80.0 BOM 37" (6) 800 115.0 53-1/0" 700 70.0 610 610 800 80.0 00.0 EGA Bob 80A WA $D60 800 80.0 s3-1/8" 80.0 115.0 19-1/8' r7(LO 70.0 GIA 81.0 BOA 80.0 Bob 80.0 8060 �.O BOb &)A 8010 804 19-1/8' Bob, 115.0 28-1/Y 70.0 8160 610 800 004 Bob 60.0 00.0 SDA 80.0 88.0 800 88.0 26-1/2' 6-3 80.0 80.0 118.0 t° 37" j6) 70.0Sib 810 sob 80.0 800 Sao 89.0 800 WA 0060 800 BOA 3r (6) BOA /IS.O53-i/8' 70.0 61.0 BIM BOO 600 BOA WA 80.0 00.0 80.0 80.0 80.0 50.0 53-1/8" 80.0 115.0 19-1/8" 70.0 70.0 61.0 81.0 SOM 80.0 800 80.0 800 80.0 Sob Sob aa0 Sob 19-1/8" 880 115.0 J ry 26-1/2" 72„ 70A 70.0 61.0 61.0 804 a.0 SOA 80.0 80.0 80.0 80.0 80.0 Bob 50.0 28-1/2' 72` 60.0 115.0 3r (7) 7010 Tao 61.0 81.0 80.088.0 Bob 80.0 80.0 Bob 8010 Bfl.O BOM 80.0 37- (7) �.O 1180 > 810 610 - - BOA- 600 80.0 80.0 7" 782 800 SOM 19-1/8' gOM 118.0 S- N a= 19-1/8° 700 70.0 61.0 61.0 80.0 800 Bob 80.0 00.0 80.0 8DA 80.0 WA 80.0 28-1/2` 76-3/4` 80.0 1115A e'8j ON �I 26-1/2" 76-3/4• 7010 70.0 silo s1.o 811.0 BO.o 60.0 solo solo 80.0 BO.o ODA SOA 80.0 3r (7) Boo /lsA �1 Z 0 37' (7) 70.0 70.0 WA 61.0 80.0 80.0 86.0 80.0 80.0 80.0 Bao Bob EGA BOA 24' 00.0 115.0 o 53-1/g" - - 81.0 6160 - - 770 77.6 80.0 BDA 74.5 74.5 ODA 800 30" 80.0 116.0 24' 700 70.0 GtA 610 Bao 80.0 80.0 80.0 80.0 80.0 EGA 60.6 800 OLA 36"10' 41r80A 115.0 lo-:F a0 3700 lap 61.0 810 60.0 60.0 50.0 800 SDA 80.0 solo 8010 Bap 80.0 42' (8j BD.o 115.0 38" o. 700 70.0 81.0 51.0 sob Bob Bob - 80.0 Bab 80A 80.0 80,6 600 Sob 48" 800 118.0 42" (5) 70.0 79.0 61.0 610 Mo 80.0 Bao Bolo Bao 80.0 80.0 80.0 ODA Bao 84' Bao 115.0 g 48" 70.0 70.0 614 61.0 80:0 BOA Sob Bolo S.0 80.0 00.0 aDA BOA 00.0 24" s.0 11&0 r yl 54' 70.6 70.0 610 61.0 Sao 80.0 60.0 80.0 80.0 5060 80A ISA 80.0 80.0 30' 60.0 115.0 d@t G 24' 70.0 70.0 61.0 610 80.0 80.0 BOA 80.0 80.0 80.0 WA 80.0 80,0 Sob 3s" 80.0 1150 30" 70.0 70.0 61.0 610 solo 880 800 80.0 880 80.0 BOA WA sox sob 42" W) 80.0 115.0 36' or 7a0 70.0 61.0 61.0 MO 80.0 80.0 80.0 BOA 8090 800 gob 8010 solo wast plarllL 48' 00.0 115.6 42" 70.0 70.0 81.0 81.0 80.0 Bob 80.0 804 ODA SOA SOA BGA SOA 60.0lIkQ 54' Bob i 1560 48" 70.10 700 61.0 St.0 80.0 88.0 80.0 80.0 ODA 800 sob 00.0 00.0 80.0 EMh�� 24' 80.0 115.0 S4" 710.0 700 61A -61.0 80.0 60.0 800 800 80.0 BOA 800 BOA 80.0 800 30" M° Bob 115.0 24" "A 70.0 6/10 61.0 80.0 BOA 60.0 800 80.0 WA 80.0 ODA 6010 80.0 a J8' (7) 80.0 115.0 � �d. 30" 70.0 7060 81.0 61.0 800 80,0 SDA 80.0 80.0 80.0 EGA Sob 800 860 42" WA 115.0 0 JO` 704 70.0 81.0 61.0 BOA 80.0 80.0 80.0 80.0 880 800 80.0 89.0 80.0 C 4Y ) 700 704 61.0 BIA H0.0 800 B0.0 80.0 8010 80.0 80.0 80.9 80.0 80.0 24" 94' 80.0 116.0 m u o m 30" 8 BOA 1180 48" - 61.0 61.0 - - 80.0 80.0 solo 8010 pA �A 800 �A ()�,OE PAt0.E1TF 518 OWti;ATE NO,O'ANCHM PER JAMS 54` - - 61.0 61.0 - - 79.1 79.1 78.1 79.1 760 760 78.4 78.4 EAqr: Abp $ •1 24' 700 70A 61.0 01.0 80.0 80.0 80.0 solo SDA 8DA am ODA 80.0 80.0 "Lt pEpm Ulm JO" 700 70.0 810 61.0 aA WA 80.0 80.0 80.0 60.0 80.0 Bob 60.0 604 CA:N.,Ul - 38" 01.0 61.0 - - 80.0 800 80.0 80.0 800 80.0 80.0 Bob 42' (B) - - 61.0 81.0 - - 50.0 -A 80.0 80.0 80.0 80.0 80.0 BOA NOTE: 48" - - Ol.o silo - - BO.o �.o Bolo solo na r7s Bolo BOA GLASS CAPACITIES ON THIS SHEET ARE droaring no. ()NO Ol PARENTHESIS INDICATE NO OFA 04MS FER JAMB BASED ON ASTM LDING 04 I SEC. GUSTS) AND FLORIDA eulL..olNc coMMLssLON W06-34 DECLARATORY STATEMENT DCA05-DEC-219 A 2 5 2012 sneei 2 of 7 .. .. . . . .. .. . . . . . . . . . . . . was • ... V ... *as G 1/9'ANN..GLASS 3/18'ANN.CLASS 3/18'ANN.GLASS 3/16"HEAT STREN'D MASS �i •. • • • • 140"INTERLAYER 120'M1fERLAYER 090'MTEfaPVD • • • • • a*•WLIO � a c� IRIEKOL-UO RESIN UYEKOL-l.�RE507 SAF'LElt MG PY.:90WIAA • • .. • wcRu�• • a i/6"ANN.GLASS 3/18'ANN.GLASS 3/16vaN.ODSS. •. • • .. 16'HEAT STR£N'D GLASS ; P, SNE SI SL X"M SILICONE cy m col.aroc 99S 137RL0 995 oow Comm 995 Dow coLllaNc 995 ° s GLASS TYPE 'G' GLASS TYPE 'A' GLASS TYPE 'E' GLASS TYPE ' m � 1/8-ANN.GLASS 1/8'TEMP.GLASS to a= 1/a"ANN.CLASS 1/a"NEAT STREN'D MASS 1/4'AIR SPACE 1/4'AAT SPACE o m 1/8'ANN.MASS 1/9'HEAT STREN'D CLASS z oZZ�yy° 090'NNMG PV HR 090"INTERLAYER ,OW'INTERLAYER .090'INTERLAYER Z a o{ SAFLEIL MG PVB BY SOLUTW SAFLE7I tlIC PYB BY SOlUT1A. SwLE%me PV8 BY'S01.UT1A' Smrx MG Pva BY'SOU(TIA' S`• 1/a'ANN.MASS 1/a'HEAT SIREN`D cuss 1/6'ANN.MASS 1/B'HEAT STREN•D GLASS Hma IixLuWa+ +► E NC57700 RCSY700 QE RGS»� (SE RGSSILICONE SILICONE SLICONE G 700 b IIWeNA Me61ed$4 2L SRI GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPE 'I' n GLASS TYPE 'J' P =s$s TIOS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT OVAUFIEO FOR SMALL g� MISSILE IMPACT AREAS. 7 .:aaao, nn AIW ° I Kg GLAZING OPTIONS Ssm S � � droving na. W06-34 4PR5201 �81am � • • ••• • • • ••• . . ••• . . . . .•. • TYPICAL ANCHORS ILLUSTRATNE DTLS.OW • • ••• • ••• t' SEE ELEV.FOR SPACING W.OR INT.F04SHES TYPICAL XtHORS • •• V NOT�. SEE ELEv...OR:P/Mtj • • • •• • • • M G e .a •E0�a O4IS.tIA a e °.°. a.'- BY a ' EDGtE 016T. I i E06£iNAMI-OADE CLLON NC CONCRETE S • UON&MULLION ANCHORS 0UK ••• SEE SEPARATE OA DIST. , ZQ•Y qqg�� ° DIST .• Q G p Al I • A TYPICAL ANCHORSTYPKN.AP&H01O- �Q�.Q TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV.FOR SPAdMO Q a Q iV FORSEE ELEV. WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS Q°��`o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 3 �+ I t. AND TRANSFER THEM TO THE Bt/1LO1NC STRUCTURE. Ile, 1 J TYPICAL ,ANCHORS: see acv.FOR SPACadO Q :7 1/4'TLA_ TAPCON BY 'FTIV' (Fu-120 KSI.F)-92 KSQ i 1 1/4"OLA. Lc TRACON RY 'FLCO' (r—m m Fp18s mm) I I• 15 oPIro1JAL TO ovnom TOINTO 28Y W000 BUCKS OR WOOD STRUCTURES $ SP18MO LATCH 'I j 3 SPRING LATCH 1-1/2" MIN. PENETRATION INTO WOOD RI WfORCING 12 KWORCE 10 12 oPTKWs OPTWNs r THRU iBY BUCKS INTO CONC. OR MASONRY SEE SHEET 2 SEE MEET 2 1-1/4"MIN. EAlBED INTO CONC. OR MASONRY p S 6M DIRECTLY INTO CONC. OR MASONRY O 1-1/4"MIN. EMBED INTO CONC. OR MASONRY )3 fY. B 4 REWORCNG 4 REINFORCING1 vAvmA gj4 SMS OR SELF DRILLING STEAM (01AW 2 CRS) i N _ 0 SM SHOPTIONS SHEET 2 SHEET 2 is •rb lIM11Lh INTO METAL STRUCTURES ~ At6ft""00STEEL : 12 GA MIN. (Fy - 36 KSI MN.) m saftSw : 1/8"THK. AIN. (6063-TS MN.) Z (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ' 3 zd z 012 SMS OR SELF OSLUNG SCREWS (BRACE 2 CRS) �.- I I !41 INTO MIAMI-MADE COUNTY APPROVED MULLIONS (1/8"THK. MIN.) '$ (NO SHIM SPACE) EDGE DISTANCCE, •! INTO CONCRETE AND MASONRY 2" MIN. i. INTO WOOD STRUCTURE - t" MIN. ;� ;• INTO METAL STRUCTURE - 1/2" MN. spt CONCRETE AT HEAD.SILL OR JAMBS 1'c - 3000 PLS ELN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Fm-2000 PSI MN. a i i 2 SEALANTS: I 1 OALL JOINTS AND FRAME CONNECTIONS SEALED WITH Wt i 2 C 1 i SILICONE OR ACRYLIC SEALANT. cr O ii q I t t I 1 WEEPHOLES: WI 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG 6 W2 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG g 4 - '.M. .— S e a 4 ETA SIS ERNATE FRAME S11I L FM LAPE N. %Tri g C 7539 O � afiE a e a .a °EOGE OISf ` TYPICAL ANCHORS $ e s ANt7t0RS SEC ELEV.TOR SPACING droving no. CONCRETE SEE Elly.FOR sPacWc FRAME WITH FIN OPTION W06-34 (UMIT DESIGN CAPACITY TO d:61.0 PSF MAX.) XPR 25 2012st,aet 4 or 7 . . ... . . . ... .. .. . . . .. .• • • . . . . . . . . . • • • VENT WIDTH • • • • •.4TTBM •PART 0 TMEETM 7'IOH MATCH!" MANF./SOPPIJMVIGLNARRS 1/40 MAL • 1 —. 0EAD 6883-T8 - _ D D.L.OPO. ;00 2• ow-61731 ILL(4"HIGH) 0683-T0 - 1 1/ 10. 18 -3808 pA.(3"NW) 8003-TB - 4 SHIM 8 13 1 TYPICAL:ANCHORS 3 OW-31448MB 8083-TB - 0 SEE ELM SO 4 TRY-38708RAI. 6063-TB -METAL sitRWU7 is _ "'• • : eTa•atlee6 RAR. 6o83-T6 = • • 6• I 77 VENT BOTTOM RAIL(4"SILL) 6063-T6 8 :r c_ .. ...�•. • • -3781A i VENT BOTTOM RAR. 3"SILL 8063-T6 .._.._.. •• • • 97 11 VENT JAMB STILE 8081-T8- h P 6 BVI-31470 2 VENT STOP 8003-Ts - b3 .pMy1 TYPN a MEA IN3tORS -'- _,___._._ _ 6063-TS Q•T r q / 18 08 4/VENT GLA20Ni BEAD a1aaE d g SEE ELEV. _.._.._ ._.. .. :...... _._._.. ._._.._..•.. .:: - - _� • 9A 7M 12S A/VENT GLAZNNO BFAD Fit SFVGIIG 28 TM-170 4/VENT GLAZING BEAD. 6033-78 - W . sC TM-t81 4JVFAR 04AZING BEAD(MIL.LAIL GLASS) 8083-T6 - EXTERIOR 10 08 x 1/2" 12/VENT GLAZING ANGLE SCREWS STEEL PH sms F 3 WOOD SUCKS 11 4037 (1)STRIP FIN SEAL WEATHERSTRIP MTGJ A 4'FRAME SILL D.L.OPO.(FKM) 12 2240 (1)STRIP FIN SEAT.WEAMWISTRIP - VENT TOP _ 13 3722 (2)STRT RN SEAL WEATHERSTRIP - VENT JAMB STaEs WINDOW wloTtl 14 - 2 1 1/2917/8"x3/4"FINSEAL PAD - FRAME SIU.CORNERS 18 - 2/VENT LATCH LOCK AT 8"FROM£NDS CAST VENT TGL+ SYPICAL ANCHORS 1 EE ELEV,F ACING 184 TM-118A 2/VENT SPRM LOADED EORESS LOCK 6063-TB VENT BOTTOM RAO.TYPICAL - � . SEE E FOR SPA 16 - 4/WNT VENT GLADE NYLON VENT WT.CORNERS r D1 17 - 2/VENT GALOWELL SPIAL IINANCES - AT FRAW JAMBS n 1/4"MAN. tJ4"SHIM IB ww-sm 2/VENT BMANCE COVER V64YL FW A HEAOJJAM8.4 St+81 18 Is me 2/VENT cALmIET3.BALANCE CUP - VENT BOTT.CO �Q 8 13 � 2 042 x 3/4"P.N.SMS STEEL (f)A7 EACH BALANCE x 7 21 - 8 )112 x 1'P.H.SMS STEEL FRAME CORNERS ON �t 22 - 8 #10 3, /"PN.SMS STEEL VENT CARS Z 0 23 - 4 08 x 3/4"F.N..SMS. STEEL (2)AT EACH LATCH 3 24 - 4 S6 x 318"F.H.SMS. STEEL AT EA PLASTIC C= Z a v 28 - 1 1x1 3/IW/4xl/8"CHANNEL STEEL AT VENT TOP F� _0 26 2 1x1/4 THIL.a4"LONG BAR ALIBL (1)AT EA.MFG.RAI.END 27 - 1 1/23,1x1/2x1/8"CHANNEL STEEL. AT MEETIND RAIL 26 TM-161 2 FTN TRBI FOR JA M&5 BOBS-T6 - 29 TM-163 1 FDI TRIM FOR HEAD 8083-T6 - . 3 JO TM-164 1 FIN TRIM FOR SRL 6083--T6 - t2 g _ VANI)OlY WIDTH 31 TM-178 1 MTV.RAIL REINFORCING CHANNEL 8083-TS AT MEETING RAs. WAMJ-�COUNTY 32 YM-178 1 TOP RAI.ROWOR ING CHVI NEI. 8063-T8APPRJAT VENT'TOP u C g FRAME WM FIN OPTION �s MULLION+ TYPICAL ANCHORS N1gE)ADCTO¢VWdeA SEE ELEV. ACING �wlGL dw ebow A.a'40tx1I�NA ! of •T "�' L o S CAL COW.JAY •p FIA.PE/76502 CAM.3838 drawing no. EXTEFR WINTIO vpGTH WINDOW YWOTN H A 0306-34 25 2012 sn60( 5 ar 7 .. .. . . . .. .. . • . ... x/.425-1 • • • • .tlS • A • •.• �4 • � •• -I .SOO • � ••�� A82 t. 082 .047 .082 2.300 .082 • --t 1Ate- •.• •or - O '�--- z Fz 3.089 � 3.719 1 L 0 L092 • • • •i. •• • • ••• 3.188 1.OJ01.408 • :.; • : • . `-• • ��. • • • J,. • b30 .900 Q,r p (� FRAME HEROLI-2.375- s25-�7 ac97 W 1•� Q NAIL .09 (HEAD) MTG. R�REWORCINOS MTG. RAIL NGS .W5 .405 g O FRAME JAMB ALUMINLOA 041 3340 :032 2.188 �� I�""I¢ ,. I .052 2.190 ,.187 _�. 1.,88 .898 .382 a .,25 .sa3 1.373 2900 O � Q FixED MEETING RAIL QB VENT STOP Q wx FIN (JAMB) TOPSFE RAIL FORCING ALLIMHM TOP dC cMwp7 1375 1.188 3'1� .IBJ 0'7 yW� 4 8C .540 .0140 ,W0 �? 1.324- O .9231_f 3f- 1.790 2.750 1.374 002 .9" 0- .062 z 1 3.277 t.389 z�ti Q �i 1.2,4 7.888 Imo- 2.500 CWWO BEADS z u 1900Li 1^m a Q VENT TOP RAIL O SASH SIDE RAI NAIL FIN (SU) LATCH LOCK .997 22o2 3.248 .=, 4zj .-� ¢ -� i5 Y 2202 3.243 �i••• .7Ol jg qj� .997 ffiBK�� dBa 3.8,2 .082 Roto 43,2 4.347 F2,W / m u o u 3.8270 Mir 3330 3.4 39 3 ._ .082 2938 Jpy�� i a 082.39 .884 .884 - CAPC N V S J.10, 1.375-1 1.375 droWing no. Q FRAME SILs 0 APR'2 5,201 W06-34 s� VENT BOTTOM RAILS ® WM,FJTWR SCAN BE USM ' sheet 6 of 7 • • ••• • • • ••• ..• .•• N 000 .•• •.. • •• 0.0 Po 0 0 • • .. iLL � VENT TOP CORNER t C 0 FRAME TOP CORNTr I ER n a= 5T -0 ^® ��o a i °DIES �m �a opo i ffi VENT HOTFOM_CORNEa a AWAD ? dtoming no. FRAME BOTTOM CORNER W06-34 dPR 2 2ot2 sneer � er y h Florida Building Lode Online Page 1 of 2 Hill Wp Pepa Ttentd BCis Home Log In user Registration !Hat Topics Submit Surcharge Stats&Fads Publicat+om FBC Staff 'SOS Site Map Links Search ! Busines PrOfCSS) ( OUSER:Product Approval Public user Regulation Product Approval Menu>Product or Application Sea>Application List>Applilc0don D•tall 0 1 FL* FL15726-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived t Product Manufacturer T M windows LLC Address/Phone/Email 601 nw 12 ave pompano beach,FL 33069 (954)781-4430 smetzger@tmwindow.com Authorized Signature 3avad Ahmad alfarooq@afceng.com • • •••• •••••• Technical Representative •••so* •• • • • Address/Phone/Emali ••• •• •••• •••• • Quality Assurance Representative •0000• •0000 • •••••• Address/Phone/Email 0000 •••• **:see •••••• • ••• ••••• Category Exterior Doors •• •• •• • •••••• Subcategory Sliding Exterior Door Assemblies •• • • •• Compliance Method Evaluation Report from a Florida Regist$redotitect dF a Licensed • • Florida Professional Engineer • • • v Evaluation Report-Hardcopy Received •• • Florida Engineer or Architect Name who 3avad Ahmad developed the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation&Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Christian Langley,PE 4 Validation Checklist-Hardcopy Received Certificate of Independence FL15726 R1 CQI TM windows-CI PDF Referenced Standard and Year(of Standard) S-Undardyear TAS 201-94 1994 TAS 202-94 1994 TAS 203-94 1994 Equivalence of Product Standards Certified By Sections from the Code Florida.Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/23/2012 Date Validated 08/24/2012 Date Pending F8C Approval 08/28/2012 Date Approved 10/09/2012 Summary of Products FL IMlociel,Number or Name IDescription 15726.1 Series-390 Aluminum Sliding Large Missile Impact resistant aluminum sliding glass Glass Door door. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15726 RI II 390 Alum SGD(LMI)W 12-31.PDF Approved for use outside HVHZ:Yes Verified By:lavad Ahmad PE#70592 Impact Resistant:Yes Created by Independent Thlyd Party:Yes Design Pressure:+80/-95 Evaluation Reports 4 Other:See drawing W12-31 for span vs. load and FL15726 R1 AE 390 Alum SGD(LMI)-PAE.PDF j anchor type combinations and installation details. Created by Inde endent Third Party:Yes Back Nutt Contact Us::1240 North Monroe Street Tallahassee FL 32399 Phone:650-487-1624 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Pilfurid.StateMent Under Florida taw,email addresses are public records.If you do not want your e-mail address released in response to atpublic-recofdw"Wt do not 0 0 e••• send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any q--R-12A,please contact 850.487.1395. 0 `Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 4 .S.rRust pro bathe Mpanment • with an email address If they have one.The emaiis provided may be used for official communication with the licer"•Vy�dyer email re public • record.If you do not wish to supply a personal address,please provide the Department with an email address which cal be made av liable-M the public.•••••• To determine if you are a licensee under Chapter 455,F.S.,please dick h2&*•••• • • • sees•• Product Approval Accepts: egos ••••0 W7-11 • • • • • • sees sees sees• sees** • •0e 00.00• s • secure mETimcs • • • s •• •• •• • •see • • a • •see•• • • • • • 0 • • • • 0000•0 41 •0000• • • • •00.0• • • • mhtml-file://C:\1Jsers\ssould\Desktop\NOA's- SPEC\390 SGD.mht 1/5/2015 AL - FAROOQ CORPORATION CONSULTING ENGINEERS&PRODUCT DEVELOPMENT 1235 SW 87th Avenue-Miami, FL 33174 PRODUCT APPROVAL EVALUATION RULE CHAPTER#9N-3.005• METHOD 1 OPTION D FL 15-7 2,4P—Q� Date: 8/23/2012 Detailed Product Descriution: Manufacturer:T.M.WINDOWS LLC. Manufacturer Address:601 N.W. 127H AVENUE—POMPANO BEACH FL 33069 Model Name: SERIES-390 ALUMINUM SLIDING GLASS DOOR Maximum Panel Width: 66" This product complieswith the High Velocity Maximum Door Height: 108" Hurricane Zone(HVHZ) Maximum Load:_ +80.-95 PSF (Lame Missile Impact) testing requirements. Installation Drawings#W 12-31 The above maximum parameters do not occur simultaneously. See charts on installation drawin s for combinations of span vs. loads and anchor Mandato Tests(Tested in accordance with AAMA 101MS.2/NAF -02 Z0 ••• ..... � fRT �x s �''�' a`�''' " Za�sttt ti hL. yrr^ w '' t .Ei €. 4'� a �F. F`�:. • ASTM E283 Air Infiltration . Fenestration Testing v r,.06/20/20"... ~F'j' ;-6.868 *goo: Leakage Laboratory 00000 .00000 .... ASTM E331 Water Penetration Fenestration Testing 06/20/2611**: M**Of8 •••• OR ASTM 547& Laboratory • '• •• ••••• TAS 202 ;";•; • .• • ASTM E330 TTnifnrm Static Air Fenestration Testing 06/20%''.�Q12 . 868 "•' &TAS 202 Press. Laboratory 6/18/21)"• ; F7L:¢:76 .... ASTM F842 Forced Entry Fenestration Testing 06/20/2012 FTL-6868 Laboratory Comparative analysis used X Yes No Su plemental Tests ested in accordance with TAS-201 and TAS-203) FBC 1626.2 Large Missile Fenestration Testing 06/20/2012 FTL-6868 (TAS201&203) Impact&Cyclic Laboratory 6/18/2012 FTL-6976 Under the limitations of the attached installation drawings,to the best of my ktLQiYte*and ability,the above door product conforms to the requirements of the 2010 F1 `d�,,--B. g Code, Evaluation Report Engineer: Javad Ahmad PE#70592 `f a l�U ; 2012 Al-Farooq Corporation EB#3538 r . . ... . • . ... . . . . . .• . . . . •• . . . ... . . . • ... _ HEAD ANCHORS CLUSTER OF 4 OR 6 • • • ••• • ••• AT STILE ENDS M • • • • • • • •• • SEE.CHART ON SHEET 3 N • • jam•-.•-a��4F"•�YAI_b• • • •• FOR CAPACITY h Z n 3• Q��` � V MAX 0 00 •• • • • •• ••• •• 2203/8` � R� DDO[t W10TH - -O �. MO/SILL • • • • • • • A • M CONNERS .. . . . . .. .. g <M $. 0 w `m m - 1d� D � r• 0 11 u 1 u w m � n (n Ua ORW 1 D'-m o Z30 FACS:MUNTlN 7Q' Z d v D.L. OPG. D.L.OP(i. OPTIONAL 1-:m R SB t/8` m PAIL WNTFI 58 1/8` 24`MAX. PANELWIDTH SLL THESE DOORS ARE RAYED FOR TARGE& SMALL MISSILE WACT. - SHUnERS ARE NOT REOUmm- IYPiC.AL ELEVATIOtd 2 TRACK FRAMES SERI..— 90 I.LTeArnn M STJTITIV/„�. GLASS DOOR /ATSMCE ZDESIGN LOAD RAT4dG FOR DOORS TO BE AS PER CHART SHOWN ON SHEET 3. AT s•D.C. THLS PRODUCT HAS BEEN DESM4 0 AND TESTED TO COMPLY WITH THE REOUIREMENIS OF THE FLOM BUUDING CODE OCLUD=HIGH vELoCpY A-i116 PROOM EtQL MM 00MAGm(PIZ)PROMO)BY TW ENC.8M HURRICANE ZONE (HVHZ). Is DEMEM AND ODES RW PROAVE RHFW7MATIW7 FOR A SM SECI(lC PRMCr.Le,mIEAE 7W SM O WMW FROM THE P.E WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER B-CaaraA=TO BE RESPDe�E POR TRE �71 li LOA0.S TO THE STRUCYURE. PROMED H of TMS PRamxr eRsm on Tws « q PRaYmm HE/SHE DOES 1roT DEIRA7E FROM THE ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON M7ARLS. ANCHORS RISVAJArDR Ylas AftoocOF EMBEDMENT TO BASE MATERIAL SHALT BEYOND WALT DRESSING OR STUCCO. c_"M PROM=MULAIM 00MAM T 71X1.BE Da " M.RWW BY ANY MGN$. ANT PoA IG OR HDV VP COAUbT10NS NOT SHOWN M THESE DETAILS ARE D-EItE SPEahc PRact7s slwi. alaAr®BY ATI owA jko 7EUED NOT PART OF TH)S APPROVAL EVER oR wmwECT r1aCx•tE EECOYE TRE ER�ofi---v rC m 7� %1 LOAD DURATION Wt3?FASE LLS USED BV DESIGN OF ANCHORSINTO WOOD ONLY.. FOR TRE PRWECrE. Nal wmmORI.BE RESPONSOW FO iliE OM Di THE P. O.ENR RECORD.*CMAS/CppE MATERIALS INCLUDING BUT NOT LIMITED To STEEL/METAL SCREWS, THAT eimm kR TO TRE P.E.D.ER!mm SNML summ TO na SHE drawing no. ooZ NTo coNTACT WTOH OTHER MATERIALS SHALL MEET THE SPECWC DRAwMCS FDR REWW :L?^ W12—.31 REO1hRTTdENTS OF THE Fly BLDG. CODE SECTION 2003.8.4. E-TMS P.-0.SM,I W-M THE DATE ABX)ORIORIM.SEAL xm SIGNATURE aF � w TRE PRWM=M, OF RE M THAT PREPARED i -q` sheet 1 of 13 012 .. .. . . . .. .. . . . . . . . . . . . . . . • . • MEW ANCHORS CL.MM OF 4 OR a , t� • • STS •• N 24'MA% • • • • • 0 3 • Z O g 77 .. ••• •• . . . . WOM • 0q ti Al '. :•: a : :.' :' so tl hS 440 Y U92 m¢ G Ft a M � D D E D D J npm J LL v F71 ONm ---A L C." 3:2E Za o 43 3/8" 43 J/a• M P S n D.L Wc. D.L DPc. St 3/a" S1 3/b" •o PAMEL NRflTM - 3` 24"MAX PANU WWH TYP. SLLL TYPICAL ELEVATION 3 TRACK FRAMES SHOWN SIu atvarons 4 TRACK FRAMES SIMd.AR Q USTER of a AT S'IttF EMDS AT r O.C. a X0.75°QAA • .►� drawing no. cam[ OFn W12-31 •.,4d eheeR 2 of 13 • . 1 a 1 .. .. . . . .. .. . . . . . . . . . . . 3/1HEAT STHENV MASS 1/4-HEAT SBLiN-D GLASS • • 000 8' DESIGN LOAD CAPACITY - PSE 4 u 43/ INTERLAYER 090 INTERLAYER LIGHT REINF HKAW PEW. BY'SOLUTIA' SAFLEX P11B BY'SOLUTVi '61'.'Cr&'C4 61'.VW&'G4' CLASS'G9' • • ••• • OF 4 NO= OF 4 MOM OF 4 MOM MUM m 6 ALN � n 3 HEAT SIREIJ'D MASS 1/4'FFAT STREN'D GLASS • • • • • • •• J • • . . • •Aj 9I9E t>� AT s19E LtAS Jd 619E EMS aT 519E e10.5 0 m i i •• i "oft d INT.(-) RxL(+) ENT.(-) EXT.(+) X14-) 1xrd+) W(-) -SILICONE SO.tCm • ••• 38• •• am s0.0 BOA 80.0 80.0 88.0 -&IA 89.0 mGE ROS 77 m GE 7700 42 BOA 60.0 80.0 60.0 80.0 85.0 80.0 95.0 S7 a� 948 80.0 BOA 80.0 80.0 80.0 99.0 80.0 89.0so ••00 BOA 80.0 60.0 80.0 95.0 a" 95.0 35 • • W.0 80.0 80A- 60.0 a" 90.6 80.0 95.0c • • • • • • o0.0 BOA 60.0 60.0 60.0 87.6 10.0 98.0 yu w • • • • • ,,� • • Imo ma BOA BOA 80A 95.0 80.0 95.0 je� rq p •• • • 42 • ••• ®o.0 604 80.0 BOA 110.0 95.0 80.0 89.0 `•`6 19 48- 84 80.0 60A W.0 60.0 80.0 94.4 RAA 85.0 GLASS TYPE 'G1' GLASS TYPE 'G2 54 6D.o ODA a" 60.0 9o.0 89.3 180.0 95.0 m 80 6" BOA s0.0 80.0 80.0 93.9 80.0 S" 7/iL•ovEaALL WeW4AT®CLAW 9/16-OVERALL LAMMED GLASS 30 WA 80.0 1 60.0 BOA 80.0 95.0 90.0- 95.0 42 so BDA 60.0 WA BO.O 90A WA 60.0 99.0 1/4^HEAT SIREN-0 GLASS 48 60.0 60.0 80.0 '60.0 Boo Bs.6 BOA 89.0 y A90 041ERIAYER 54 6MO 10.0 soo 60.0 79.9 7" 60.0 95.0 1 SENIRYGIAS BY'OUPONT' 36 80.0 60.0 80.0 60.0 80A 84.4 60.0 BS.O . 42 WA WA 80.0 60.0 80.0 84.1 HAA 95.0 1/4'HEAT STREN'0 GLASS 48 98 GOA 80.0 60.0 00.0 78.3 7" 80.0 95.0 �O 54 s0.0 BOA 60.0 60.0 70.9 70.9 80.0 95.0 M V SILICONE _ m GE RGS 7700 � _ BOA 80.0 SOA 60.0 80.0 60.0 U�1 8 1 42 102 - - 80.0 60.0 60.0 60.0 60.0 60.0 > m 48 - - 80.0 60.0 80.0 80A 60.0 60.0 =U 36 - - 60.0 60.0 80.0 60.0 60.0 60.0 po N 1 39 42 108 - - s0.o s.0 BOA 80.0 80.0 80.0 C`"m 0 48 - - 80.0 60A 60.060.0 80.0 W.0Q r HJg LL CLUSTER OF 6 APPLICABLE iG. AT HEAD ONLY R.-Wa TER CLUSOF 4 TYPIrAL AT SDS. GLASS TYPE 'G3' C-=_=- 9/16- 9/16-OVERALL UOIMATED MASS IR �1/4'7W. MASS 1/4-TUIP.MASS LIGHT lLHNF. HEAW IL18Nv. 3/8-AIH SPAM 3/9-ABL WALL AVERAGE PANEL 1YIDTf1 DOOR WIDTH o 3/16-HEAT SflUN'D GLASS 3/16-HEAT STREMD MASS NUMBER PANELS .090 INTEMAYER AN 64TEIRAYER ALL EXTF +)LOADS SHORN IN CHARTS ABOVE ARE SAFLO(PVB BY'S/H.URA' somaGLAS BY-'Oupm r FOR DOORS WITH 3-1/2-ML HEIGHTS. FOR 2-3/4-SILL HEIGHT LMt W.(+)LOADS TO GMO PSF 3/18-HEAT STREN'D GLASS 3/10-HEAT STREM'O GLASS FOR 1-3/4-SILL FAIT LIMIT EXT.(+)LOADS TO 34.7 PSF SEE SHEET 4 FOR DETAILS 45:• „,}... ffi SILICONE SILICON ,,�`;Fn, It.i�.; '.,' O< aGE RG5 7700 ' GE ROS 770D nom','� r•r r r e r. ''s •"l. 35 39 i jj71 n NOV_ GLASS CAPACITIES ON THIS SHEET ARE GLASS TYPE 'G4' GLASS TYPE 'G5' BASED ON ASTM E1300-04 (3 SEC. GUSTS) mid W12-31 AND FLORIDA BUILDING COMMISSION /5'.• •; 1-1/18'OVERALL VMJL LAM. MASS 1-1/18.OVmL WSUL IAN.GLASS DECLARATORY STATEMENT WA05-DEC-219 Q�t1�p,�@�• sfi6et 3 of 13 '��,y51►V�IY�'4'1" a .. .. . . . .. .. . . . . . . . . . . . [B u------- 0 0 02 : : .0 * : : OX(SHOWN) • • • • • • • • • • ea� a p, • ••• • • ••• • iii � F XO XX o •• O�i F •• • • ••• •• p wm°-g . OXO (SHOWN) XXX (SHOM) ------ ------ 09 � O� OXX XXO xxo aD a M ♦ y ah Oxxo(SHOWN) �- OXXX OXXXXO(SKMW) XXXX XXX)= a APPROVED CONFIGURATIONS APPROVED CONFIGURATION¢ �c> NON-POCKETED .DOORS TWO (a) TRACK FRAMES NON-POCKETED DOORS THREE (3) TRACK FRAMES = oaf Z_ M 3Za� j 1- a k I c o XXXX(Smom) - ---''--•iJ--+--- ---- OxXX XXXO C• iv d d a y ► .y QVp.7lR9�i .� s ' OXXXXXXO ( ) -------•U--1--- --JJ--�------ClEa------ZlEa---x-,LV------ - - xxxxxxxx �sira.ulg Ii - , , , 12— APPROVED CONFIGURATIONS � � � � NON—POCKETED DOORS FOUR (4) TRACK FRAMES '.. (,(�{{ v stlaee 4 ott3 .. .. . • . .. .. . . . . . . . . . . . ••• . ••• i • ••• V h $ $ • • • • • • • • •• Q F 1 "'-'� • • • • • • • ggqZ111 r PX (SHOWN) �Z • • • • r�. XP • ••¢ X( ) • ••• • o� XXXP 1 --- 9 •• • • • •• a is •• i•i i i i•• i• • i PXX(SHOWN) •• • • • • • ••• •• 04% XXP 4' `� �t f0.0.60pt O. Vh O !► y g 'r'„ 1 1 J P)U(P(fit) PX)XXXXP(SHOWN) n 1 j PXXXXP(SHOWN) J3Q gg1 N W ; O• m APPROVED CONFIGURATIONS APPROVED CONFlOURA ONG Z O POCKETED DOORS TWO (,2, TRACK FRAMES POCKETED DOORS THREE (3) TRACK FRAMES 13;, a m g Fm� I ' • ♦ y a 1 tLL Y$SJ 1 PXXXX(smm) )(X)OCP � PXXXxxXXXP (sHOWN) drawing no. APPROVED CONFlGt1RATiONS �7 •• W12-31 1POCKETED DOORS FOUR (4) TRACK FRAMES �.?•., �(;R .•'6a" ,�` sheet 5 0(13 II •. .. . . . .• .• . • . • . . . . . . . TYPICAL ANCHORS IN PAM SEE-.8".FOR SPACING rVPIGLL ANIS TYPICAL ANCHORS- TYPICAL ANCHORS T�1 n IN PAIRSIN PAIRS IN PAIRS a { IB SlMdUV.FOR SPACING• • • • SEE FOR SPACING SEE Et.EV. FOR SPACINGEDGE 3 WOOD BUCK • • • • • •• • METAL DIST. 2 1/2' • • • • • • • • STRUCTURES Q}. f •e' •J' 1' •e 1 O 3If 8 to • • • • • • • •• 33 ••• ♦ • • • • gig u OA tin ANCHORA( SS HCH ESQ• • • • • • ••• •• a. 4 PPLASTIT C $0�1 1 17 1 SEE SEPARATE APPROVAL OD ' $ 1 1 n WOBUCKS AND METAL STRUCTURE NOT BY T.M. WOW. ST Ll MUSUSTAIN LOADS IMPOSED BY GLAZING SYSTEAA AND TRANSFER THEM TO THE BUIWING STRUCTURE. mo in I TYPICAL ANCHORS; SEE ELEv.FOR spmm 1/4- DIA_ ULTRACON BY 'ELC O' (Fu-177 K54 FY-165 K9) y`K INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD n IL 1>a i I THRU i BY BUCKS HNTO CONI. OR MASONRY g 1-3/8- MIN. EMBED INTO CONC. OR MASONRY I za m W DIRECTLY INTO CONC. OR MASONRY 0 1 1-3/8- MIN. EMBED INTO CONC. OR MASONRY W 1L DIA. SELF DRILLING SCLZE{NS (GRADE S CRS) S INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy® 36 KSI MIN.) ALUMINUM : 1/8' 711K. MIN. (6063 TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) as 4 J14 SMS OR SELF DRILLIWG SCREWS (GRADE 2 CRO INTO F.B.C. APPROVED MULLIONS (MHN. THK. - 1/8") © (NO SHIM SPACE) SFANDARD TYPICAL EM INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE = 3/4- MIN. I'� ,.•.. e CONCRETE AT HEAD, SILL OR JAMBS Ya ® 3000 PSI MIN. e' NMI STRENGTH 10OUT C-20 FOLLOW/FlLLED BLOCK AT JAMBS Pm - 2100 PSI MDI. . NOT B�. �PSI MIN. •• 7 'i y� A'. 6 $ MUST TRANSM SHEAR • ti SHIMS OPTIONAL TrE PHQLES-. TYPICAL ANCHORS W1 - (6) 1-WEEP NOTCH AT EACH END OF SILL l ¢ marring no. SEE aEV. FOR SPACING W2 m (6) 1'WEEP NOTCH AT EACH END OF SILL +� :',, :W12-31 M (2) TRACY DOOR DSAS 1Q Heel s ar13 Ss V - 0 000 Lill Y • • • • • • i •• • C J • • • • • • •• • • •• za 000 a 0.0 (C e •• • • • •i ••• •• at, n f • • • • • • • 0.• 4 0 _ H2 1 �x z 1 L �Za _ � 1 G3 � g a 1 Im rapt am a k $ o SLCME ii �. 1 j 4A 1 t \ It n n 1 N 1 LV 1 1 1 a i •INCH 5rRENM GROUT uw YAK LIM YAK LIM YAK Vc .8000 P51 MY. Exr.(+)LOAM OQ.(+)LOAM Exr.(+)LOADS PE 7 NOT fff r ro s►.>rsF ro eoo r ro eo.o rsF LOADS 70 SnU OrURE {�O. � SH OP1ONAL drowfng rro. U"" SEEU".FOR • W12-31 TWO 2 TWK DOO, sheet 7 of 13 • • • • • • • • • • 0 009 tYPICAL ANCdWRS SEE Z% N FOR 5PAE5Ng 000 z IISNWS © 11] 1 • MLO. • : • • : • Ilil • •• ••• O R g � • • • • • • IQ" LI - a t piT ROW. � ••• • sg • • • u NEAvr REaa'. s •Q, p � �. , , _...._ Sid, 7 DLo EXTERIOR d sA � PANEL UM C) ttoaR IeIDni U ar000 euacs TYPrJ&�EIEC/ m FOR SPACNG 1/4'MAX. IO 1/4•MAX. F) t/4"MAX, � #3 2 SHIMS SF�s i a MEMDOOR WIDTH 33 TYPICAL ANCHORS ,YPWAL ANCHORS SEE ELEV. SEE ELEV.FOR SPACING FOR SPACING -`;�t ••• °.'`^Y-. IL No + r� araMru, rb. .r •7 � kr..�' W12-31 0 2 TRACK O " ' I . v street of 1 ITZUIZI . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TTPICALL.ANCHORS V. W PAID SEE ELEV..FOR SPACING MY • • • ••• • ••• -- N EDGE Ow. 2 1/2' WOOD BUM • • • • • • •• • • •• a•- • ••• • • ••• • g _ 1 ;zt- 1 8 Atlz � • ••• • • • • •• •an ti Al a 8 .S 1 I I 1 to a 1 O a aw 30 28 rT v i a I a rnt= x � PG Ocvr+�t 1 a. � moo 1 I , 1 1 1 1 1 I 1 a 1 Bi • POURED do HARDENED k,p,�••+•+•• ,1 a ;. .. . ..1 q'�., 1- HM SIRENGTH DROR Pe m 5000 PS MIN. M EOG£DIST. 2-1/2' ,^• NOT flY T.M.WOW. :! FE LOADS MUST STRUCTURE FSWA TYPICAL ANCHORS �� a d►a•ing no. AT STILE ENDS-/ TYPIC/LL.ANCHORS SEE ELEV.FOR SPAM SEE ELM.FOR SPACING THREE (`) TRACK Q000 ahJ1'aa's,, AiLS FOUR RACK 600 S �'° ` sheet g oft3 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1/4•MAX. 1 • • • :00 •• • :00 •• to SHINS a • • • • • • •• • • •• �P A • ••• • • ••• • y rfiNM ANCHOM SEE FOR seacPAC Q nvo 4 •• • • • •• ••• •• •• • • • • • ••• •• SWC TYPICAL O.C. IAAT AN%..LQA0.0 TO t80 PS a n ,a v 1`MIN. t'o+ e o 24 v7 <0,46 U � owm Z_ n �ZR m T e � Hma roil I 7 21 8 S xi EXTERIOR ___�G 1e d .\�•�;may" 'r••r.r U- -A - '.•+'• 702 THREE (3) TxAcx Woos �is �U T 0 "(rl�et141�1 1 . ..• ... . ... .. . . .. .. . . . . . . • . . . . rmm PART'/ QUANTPIR DESCRIIPTIQN MATERIAL MARE./SUPPuRR/RRMABB8 LV IA TM-347 1 2 M%CK FRAME HEAD 606,3-TB - � n 18 TM-333 - 1 3 TRACK FRAM HEAD 606.T-TG ••• • ••• 1C TM-338 1 4 TRACK FRAME HEAD 6063-T8 -• • • • • • • •• • t 2A TM-331 1 T TRAGIC FRAME SILL BbBS= _ ••• • : ••• ttt++Q�� f28 TM-334 1 3 TRACK FRAME S61 6063-TO -• • • • • • • • • • .j{ 2C 71M-337 1 14 TRACK FRAISE SELL 6083-78 • ••• • 3A TM-332 2 2'TRACK FRAME JAM 6063-75 - 0 ,t j� 38 TM-= 2 3 TRACK FRAME JAMA _ Goa-To - I 4 W TM-338 2 4-TRACK FRAME JAMB 6083.76 - •• ••• •• 01 0 4 TM-321 2/PAt89. PANEL TCP AND BOTTOM RAIL 6083-TIS • 000 • • • • •• •• 0 M 4A TM-330 1/PANEL PANEL.BO IOM RAIL(HW PROFM 608348 - W ••• • • a��- 5 TM-322 1 PANEL JAMB STILE 6083-1IS _ •• • • • • • ••• •• 6 TM-323 AS REOD. STD.INNER INTERLOCK 6083-76 - 7 TM-324 AS READ. SLD.OUTER INTERLOCK 8063--TIS - a 7M-325 AS REO. ASTRAOW.STILE 6063-76 - f 9 TM-327 4/PANEL QAZW BEAD(LAM.MASS) 6063-TIS 9A iM-328 4/PANEL GAZING BEAD(LARL MSUL CLASS) _T 606346 f 10 TM-348 1/FDL PANEL FUL PANEL CLP 6083-T6 - 11 TM-349 AS REO. FSK.PANEL CLP COYER 6083-75 = 12 TM-339 2 JAMB COVER 808346 13 TM-347 AS REQD. POCKET DOOR HOOK 6063-78 - w 14 W-341 AS REW. 2'S01 Foot 605.7--TB if 14A TTA-342 AS I$QD. 2-3/4'SBL WER 6083--TIS 148 TRA-343 AS REO. 3-1/Y Sad. _ 6083-76 - 15A TM-350 AS REO. 2-3/4-SILL RISER _ ~V 6083-16 - jC�J 188 W-351 AS NEW. 3-1/2-SBL RISER 8083.78 - B 18 7M-340 AS RE00. SRL ANCHOR COYER 6083-76 - V 17 TM-354 AS NEW. SCREEN TOP 8 BOTTOM RAR 6063--TSI NIS 1B 7M-3w AS NEW. SCREEN SRLE 8003-18 - 222Z�f m ts TM-357 As REOD. mom SCREEN SM 6063-TIS - m �3 Z� 20 _7L-358 AS REM. Oxo SCREEN AQAPIFR _ _ 6063--TIS 21 TM-344 AS NEW. FRAME HEAD SCREEN ADAPTER(3 8 4 TRACKS) 6063-76 - �p 22 TM-345 AS RED.. FRAME SOL SCREEN AAAP7ER (3 h 4 TRACKS) 6063-T6 a. a' 23 TM-346 AS REO. FRAM.JAMB SCREEN ADAPTER(3&4 TRACKS) 603-76 24 TM-326 AS REOD. HOLLOW STIFFENER 6063-TIS - 25 TM-329 AS tEW. SOLID 6063-16 26 27 /10 x 3/4' AS REO. FRAME A3391BLY SCIM ST.STEER. PH P SMS - 28 /12 x 1` 2/CORNER PANEL ASSEMBLY SCREWS ST.STEEL FN SMS �a 29 /10 x 1- AS REO. FOL PANEL SCREWS.AT 6-FROM ETES tt 24.O.C.MAX ST.STEEL FPF SMS/FEKS 30 - 2/PANEL ROLLER ASSEMBLY HSM 31 - - MORTIS:NOOK LOCO FAQ 32 F7081810 IOM 4/LITE GLAZING MSKET(7116'RAM,PASS) %um 1 VAWAa 32A 11132001 4/LAM (LAZOCG CMWET(9/18'LAhL GLASS) Y0M AMESBURY 320 7432011 4/LRE cLAnNG WOW(I NSUL LAM. CRSS) %SM, AMMPURY SP.AL.ANTS' 33 21315 _ AS RECO. FIR SEN.PILE_WSTF - IRARWMFFKAALE.AND PANEL CURD AND(NSTALLA SER�S .• a 33A 33371 AS READ. FIN SFAI PRE 14'STRPPONG - I _ CN-TRAFAB AT SILL AND JAMBS SEALED 6VITLC JOINT d 1 34 - AS REO. BULB WSTRIPPING VOM. - y1 •• I�' ��.t. a 35 - 2/LITE SEISING BLOCK, 1/8-x 1/4-x 2-LOM EPOM LAMATEK •,�1 � �� ~• ,}, � 36 - AS REQO. SELF MHESNE PILE PAD(1-3/4'x 3-x 3/47 TTOC. I LRIRAFABo••AG , 71 $ 37 - AS REOD. SELF Nx6:9VE PILE PAD(1'x 2-7/16-x 1/2y WOOL, ULTRAFAB �• � CAM �. s I 36 - AS NEW. SELF A0 PILE PAD(1-5/e-x 2-7/1e-x 1/27 Lroa, IAIrRAFaB - a I 39 - AS REO. SELF AMIESIK PRE PAD(//e'x 2-7/16'x 3/4' LOW. UL.TWA9 %o.7 - -40 - - - - �.: drmlln8 rto. S� r W12-31 JJ . sheet 11 of 13 .. .. . . . .. .. . . . . . • . . . . . 5.132 &Soo - • - a9�H • ••• 1.2w u I; � - 078 078 078 I Ita O P ,.289 N q,2gg 9871.289 .997 1.288 • • • s • 7 • 'W 1.338 .124 1.823 0 • •- • • • ---• • w Jt31 -4.831- 1207 831`*- • • • • ,!ilii • • ' 124 1 1.267 ,� • ••• •1� ••• •124 1,823. to 2 TRACK FRAME HEAD '� 3 TRACK FRAME HEAD t0 4 TRACK FRAME HEAD 1.823 a •• • • • •• ••• h • • • • • • • • 5:548 6.419 7,62 8.517 -5.388 - 8.893 • • • • 0.0. i • *,M3 .0711 125 • • • • • • •�- 078.768 .942 .38942 .842 �I$ �- 1 YP a Z•: 5 142 Ogg , ® 2 TRACK FRAME SILL 3 TRACK FRAME SU ® 4 TRACK FRAME SILL z.o� �" t.4O7 1� 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB r 1.5/3 1� 249 ip �� .070 7I �v LA .100-1 •0�1 .887 -�{I.897 U ' 30B2 .074 D!♦0 am 4.SOm .125 1 2.387 ! tt >� e 1.7181 .078 Q PANEL JAMB STILE 19 SILL ANCHOR COVER 1.8� 1.327 1• .125 " nr m '^ 2.441 1.900 .312 I--f •`i�f Z p� �' t 552 078 72L 7 t -OR 0 �/ PANEL TOP & EDTT7>1A RAIL O asrRaGa.ADAPTER a000- tGLAZWO BEAD 12 mm COVER 24 HOLLOW STIFFENER ® SOLID STIFFENER POCKET DOOR HOCK(TRIMMED) .078 .750 .760 .130-�1 .310 .750. 4.812 A78 1 490 1 A23 .0/8 �` 1 •08'L 1 .078 2.752 .078 �� 1.732 3.= .094 2.428 Am Am 078 3.082 GLAZING BEAD ® LAM.Oos18.GLASS .893 8.000 e� SD. INNER INTERLOCK IS 3.140 0• 7.O8'L �L714 O �- 1-3/4' SILL RISER 2--3/4' SILL RISER 138 3-1/2"SOLI. RISER Q POCKET DOOR HOOK °�, • 1.071 4.000 f _�. .374 2.048 Q .094 .094 ,\r�� •!``•�P .. �_. I IH_ 1.923 1.4� . FOL PANEL CUP 2.872 •�•j �C,A,N' °\' }. I 3.422 g8 1.407 F- .078 1 �3 ��Q. • .` S Y 3 I 050- 893 droving no. _ 3.082 W12-31 BOTTOM RAIL(HIGH PROFILE) O STD. OUTER INTERLOCK FDL PANEL UP COVER 1-3/4"SILL RISER 2-3/4"SILL.RISER 3-1/2" SILL RISER +' °T r� •�/a sheat 12 13 • 4 12 .. .. . • . .. .. . s • • • • • •• • Z 3 • • ' • • ••• • : ••• J 't ••• ' '•' ••• ••' O ��1ttt 8 Ra€ .i n FRAME TOP CORNER V PANEL TOPJBOTrom coR. d tii n z$P 1�Sa ' c .,,,<ggggiit4tt/tfj� - 11.• ,, Flo. 7D Wl FRAME BQTrQM COR i 3: SAN droWn9 no. 7: t W12-31 '•. p .•"••� `4* sheet 130113 i r MIAMI• ADE 14uAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOIN11C 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) Wff mlAmadade.aoti! onomy T.M.Windows LLC 601 NW 12'Ave. Pompano Beach,FL 33069 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 Miaani 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 118OS"Aluminum Horizontal Roiling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W0841,titled"Series 805 Altura.Horizontal RollingXdw. (L.M.I.)",sheets 1 through 7 of 7,dated 09/19/08,with revision D dated 11/15/13, Y re axed b 1fi1-64o�1 ••.... P Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Ptoduc%CQntrgl % .• Revision stamp with the Notice of Acceptance number and expiration date by the Ma�itb Dade Cottlify •••••• Product Control Section. •••••• • ssssss MISSILE IMPACT RATING:Large and Small Missile Impact Resistant '....' ..... LABELING: Each unitshall • • ha 1 bear a permanent ••••• label with the manufacturer d >3 P s � �r to cry, state 1y�a �r � model/series, and following statement: 11 •• •*iv •• • •••••• Miami-Dade County Product Control Ap��o��", unless othenyise �. noted herein. s • s • ssssss BENE sss ss RENEWAL of this NOA shall be considered after r a renewal application has bees" filet and tl+ere�aas been no change in the applicable building code negatively affecting the performance of thlr.pratluct. .• ;•; • TERMINATION of this MOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#12-0321.02 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 Manuel Perez,P.E. f 1_r�.Au�GO 6 NOA No. 14.0107.08 Expiration Date: May 13,2019 Approval Date: February 20,2014 _ � I3J� Page 1 L M.Windows LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-81,titled"Series 805 Alum Horizontal Rolling Wdw.(L.M.I.)", sheets 1 through 7 of 7,dated 09/19108,with revision D dated 11/15/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E, B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5945,dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA No. 09-1110.02) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202--94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 assets 5)Cyclic Wind Pressure Loading per FBC,TAS 243.94 9000 '99"09 6)Forced Entry Test,per FBC 24113.2.1, TAS.104D4 00 00 a 00 along with marked-up drawings and installation diagram of an al.udinum horizontal ...... rolling window,prepared by Fenestration Testis Laboratory,I e, :0000:0000 Testing n •�St RepatCl'�p. FT ,5457,dated 01/22/08,signed and sealed by Carlos S.Rionda'1s.E. 0000 9 9"' (Submitted under NOA No. 09-0105.02) "0 so: ' "' ""0 3. Test reports on: 1)Uniform Static Air Pressure Test Loading ••'• '00 •' •••0•• par.��TAS 20;t-94 ' 2)Large Missile Impact Test per FBC,TAS 20f-94 ease:* 3)Cyclic Wind Pressure Loading per FBC,TAZ 20244 •••••• ...... along with marked up drawings and installation diagram of aluminum hors. • rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5459,dated 01/17/08,signed and sealed by Michael R. Wenzel P.E. (Submitted under NOA No. 09-0105.02) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 20194 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window(XO),prepared by Fenestration Testing Laboratory,Inc.,Test Report No.PTL-3995,dated 11/13/03,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 04-0120.01) Manuel Pe .E. Product Control m et NOA No. 14-0107.0S Expiration Date:•May 13,2019 Approval Date: February 20,2414 E-Y L-A Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window(XOX),prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3946,dated 11/04/03,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, revised and updated to FBC-2010 on 02/27/12,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under NOA#09-1110.02) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RBR) 0000 0000.. E. MATERIAL,CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNjij©urs&,Cg„Inc. :00: ; for their"DuPont SentryGlas@)Interlayer"dated 08/25/11,expking on 011144L7. .0 0 0 0 ` 2. Notice of Acceptance No. 12-1231.10 issued to Eastman ChemK F P�nyA}m 0•:••' for their"Saflex Clear and Color Glass Interlayers"dated 03/28/1'3,expiriff on' ••••:• 05/21/16. •••••• : • : 3. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc.far their:0 0 0'• "Uvekol®S Laminated Glass Interlayer",dated 02/20/14,expi{ing on 02/00+8l�J> •• • F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated November 18, 2013,issued by Al-Farooq Corporation,signed and sealed*by Javad Ahmad,F.E. 2. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated February 27,2012, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (SubrrtJtted under previous NOA#12-0321.02) MauuPeres, .E. Product Control 'zam er NOA No. 1 7.08 Expiration Date: May 13,2019 E-2 Approval Date: February 24,2014 T.M. Whidows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED G. STATEMENTS 3. Laboratory compliance letter for Test Report No.FTL-5945,issued by Fenestration Testing Laboratory,Inc.,dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E (Srcbmitied utider NOA#09 1110.02) 4. Laboratory compliance letter for Test Report No.FTL-5457,issued by Fenestration Testing Laboratory,Inc.,dated 03/13/08, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459,issued by Fenestration Testing Laboratory,Inc.,dated 02/21/08,signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTL-3995,issued by Fenestration Testing Laboratory,Inc.,dated 11/04 - 13/03,both signed and sealed by Edmundo Largaespadk P.E. (Submitted under NOA No 04-0120.01) G. OTHERS I. Notice of Acceptance No. 12-0321.02,issued to T.M.Window,LLC,for their Series "805"Aluminum Horizontal Rolling Window-L.M.I.,approved on 05/13/14 and expiring on 05/13/14. . . . .... ...... SSSS•• a •• SSSS•• • SSSS•• • • • SSSS SSSS•• SSSS • • i • SSSS SSSS SSSS• ...... . ... ..... .. .. .. • Soso.. . . . . •0000• 0.000. . . .0600. •. . •.. so 0 rtuctMann I Perez;P E. d t Control E er NOA No. 14-0107.08 Expiration Date: May 13,2019 E-3 Approval Date: February 20,2014 . . ... .• . . ... .. .. . . .. .. . . . . . . . . . . . —3/16"ANN.CLASS 3/18•HEAT STREWO GIASS . • Hf� ANCHOR REOD ••• Yrn OW fritedayer ODD . . . . D J BY'Eoslnron Chemical Co.' BY'EL DuPont Oe NentoBrs&Co.,Irm.' • • • • • • Y'974�1LX. WWI" $ 3/16'ANN.GLASS 3/I6"HEAT STRENb CUSS • ••• • • ••• g 3/8^ J LVHX. 6"MAX s � SILICONE �� SRBCONE rALSE ewmrcas HFAO �/Sq.i GE 8057700 ��____)) CORNERS In DOW CORNING 995 m DOW CORNING 995 •• • • W AFD •• A SILL C i E 7/16`OVERALL MASS 7/16OVERALL CLASS nn-&-A TYPE-1 � 4 1/8"TCMP. ASS M it 3/18'HEAT STREWD CLASS -3/18'ANN.CLASS 1/4"AIR SPACE .120 Inleriaye. .120'Inlerloyer 1/6'ANN.MASS ' Uvakol 5 Uvexol S 4w InterlaW By'Cylee kwusldes, hu." By'Cytw IfIckwes,Iec.' --Sotlex Clew And Cola Cbse -3/16"HEAT STREN'D MASS 3/16'ANN.MASS �•I/8^ANN CLASS Co.* Li SILICONE Li �I.ICONE 32 7/8" �_33 1/2'—,-- mCtUJ I.i F CE ROS7700 F -CE RGS77� �' GE RGS7700 - OA.OP6. OA.OPG. ¢ J a ° 7S- q1 MY CORNING 99S s 110W CORNING 995 i c' DIN!CORNING 995 I3 1 OIN VENT WIDTH Q P t�1 ii TYPICAL ELEVATION Z o XO OR OX 3I2F.8 a MAXIMUM D13SICN LOAD RATING - PSF FOR SUES SHOWN ABOVE OR SMALLER GLASS TYNRi'B' GLASS TYPE'C CI.ISS TYPE b' _CLAW TYPE'E' y 1/2"OVERALL.MASS 1/2"OVERALL GLASS 11/I6'OVERALL..ILSUL.GLASS INT.(-) 1w(•-) TYPR C' TYPE .Typi�'p 110.o 90.090.0 130.0 90.0 Sao ss.o s5.o 79.0 79.0 g ° LOADS SHIM ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES. GLAZING, OPT It,Ns FOR METALLIC SWEEP LATCHES LILT MAX LOADS TO 180.0 PSF. NOI E: ! SERIFS 8O!) GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) ALUMINUM HORI20NT�,,L RUd.ING WpW, AND FLORIDA BUILDING COMMISSION 013 g o S DESIGN LOAD RATINGS FOR THESE WINDOWS TO BEAS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DECLARATORY STATEMENT DCA05-DEC-219 CHARTS SHOWN ON SHEETS 1 8: 2. REQUREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY -- -- c HURRICANE ZONE (MMI.). TH 8f�'�INS ARE FATED FOR LARGE k SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNRTS OR SIDE BY SIDE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REOUK0. COMBINATIONS OF H.R./H.R. OR HORIZONTAL. ROILING WITH OTHER LOADS TO THE STRUCTURE. MIAMI-DARE COUNTY APPR'O WINDOWS USING MIAMI-OAOE COUNTY E"W V i ANCHORS SNAI.I BE AS LUSTED,SPACED AS SHOWN ON OCIAIS,ANCHORS FIA 17099? as¢mhldyTRKVISIR) mfdi ' APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE MATERIA.SHALL BE BEYOND WALL DRESSING OR STUCCO. $ LOWER OE51CN P�SSURE FROM WINDOWS OR MULLION APPROVAL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. MceNn WILL APPLY TO ENTIRE SYSTEM. 1 NOT PART OF ITIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. + qq q��1 tv /,L, draining no. MATEMAL.S INCLUDING BUT NOT LIMITED TO STEEL/METAL SCRr.NS. THAT 6 E,^U13 1v1ia9i P�adactCg9tr°>;'"' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SNAIL MEET THE ,r .='' W�8—$ REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 7003.8.4. 881 1 -of 7 . . ... . . . ... .. .• . . . .. .. . . . . . . . . . . . . . ... . . . . ... ADM.ANCHOR REOD. FOR WSTAIIARONS WTO 1 `/ WOOD STRUCT7\iv ADB.. THRU MOOD BUCKS URO • • • • ••• ap • • • F " •TH$' • • � •• zw 1/MAX.4' • • • +- -. ,a.._ Itt•MAXFALSE MUNIM93/8"(Sulam BE�D) WIDTH 0 A \ HEAD HFAO/59.L ( MAY T FIX. LITE1MAX3` NE0*MAX AO CORNERS L t __ • • 1 1 1 f 1 f �4 4 CORNERS _' �"'-•Ir•-_ I-"-'R°=" •- Com:: - O it , ,� r, � 11 -=r-�-�, C ...-ir- t II I. i ^© \ --_-II / 11 ---Jr '/ o ,� '/ 4 a it f2 a 'i •u' a•U1' '!' �5 t tp m-1 In o II a 'I �'i '� •; 'I � m J -rT r - It m v u 2 > £ b p It It _ 11N 4v It B I• �; u y u 1, � 1 32 7/8" 33 1/2- 32 7/8" m 24 5/8" 50 MAX 24 5/8' In Ili DA.OPG. al.OPG. DA.OPG. r rc --- --"---- z > \ $ D.L. OPG. D.L.OPG. _D.I..OPG. l z F 37 VENT SW�IDT11_____ vwr SWooiH m 29 1/4' 29 1/4' „ a 017461 VENT WIDTH VENT WIDTH i Z m m O n XOX SIZES TYPICAL ELEVATIONS Z o MAXIMUM DESIGN LOAD RATING - ASF Xox MAXIMUMDESIGN LOAD RATING - PS t f�00 FOR SIZES SHOWN ABOVE OR SMALLERMUM SIZES SHOWN ABOVE OR SMALLER c—•—=� GIA ?EPB'A' to"um TYPE'8' OIAs s TYPE'C' GLASS TYPE'E' _ GLASS TYPE'A' _64b58 TYPE'B' (+) INT.(- .(+) iNr(-) EXT.(+) 1NT`(,). Ext(+) INT.( ) -EXI.(+) tarEXL(+)-.0 90.00 130A 90.0 90.0 79A 79A 80.0 90.0 90.0 130A LOADS SHOWN ABM ARE FOR WUIDOw VENTS MRH SMC LOADED ALUM LATCHES. UN105 SHOWN ABOVE ARE FOR WINDOW VENTS . n FOR METALLIC SWEEP LATCHES LDOi 6NX.LOADS TO t80A PSP. WITH SPRING LOADED ALUM LATCHES, O FOIT METALLK:SWEEP LATCHES LOW MAX.LOADS &&& TO 480.0 PSP. g c O f C n i �7 Elgf:NN MID CmPRO DUCTRRVLSDDCAA 34 ,f os YWe wi91 Om Plorlda NOTE: GLASS CAPACITIES ON THIS SHEET ARE TA BASED ON ASTM £1300-09 {3 SEC. GUSTS) �''�- � Pry >�' drawing no. AND FLORIDA BUILDING COMMISSION _$1 DECLARATORY STATEMENT WA05-OEC-219 o?-- . . ... • . • ... .. .. . . . .. .• . . . . . . • • • • . . . ••• • • • • ••• TYPICAL ANCHORS ,BY SEE ELEV. ANCHM FOR SPACING WOODBUCK I � . . . . ••a �SPACING _____________ILO ii-DAOE COUNTY APPROVEDi10 X 3/8Plt SMS • OS"00 MULLION&MULLION ANCHORSPER((�9,.1dp• • • • . SEE SEPARATE NOA-- N :0 o: •.I !! 'I 1q 4 LONG _ TYPICAL ANCHORS —'"- fAND LOAD CLIP IYPMAI.ANCFIpRS SEE ELLV. aD SEE ELEV. FOR SPACING 3 FOR SPACING rg r f IIRiOOD C8U KS AND METAL STRUCTURE NOT BY TTA WINDOWS ! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i - �•-� AND 1TtANSFER THEM TO THE BUILDING STRUCTURE. SLANTS: CAL ANCR__QgS, SEE ELEV.FOR SPACM ! , ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH 1/4"DIA, ULIM O/A BY 'EL+`M (F"177 XSI,FY-155 KSI) 14+ SILICONE OR ACRYLIC SEALANT. WIG 28Y WOOD BUCKS OR WOOD STRUCTURES y� d� O I ' L3 {� FPHObS 1-1/2' MIN. PENETRATION INTO WOOD '! v w $ U • 0 W1 A 1-1/4" X 1/4"WEEPHOLES WITH PLASTIC BAFFLE THRU 113Y BUCKS INTO CONC. OR MASONRY i ' o AT 4-7/8' FROM FACH END/MOD AT MIDSPAN 1-1/4" MN. EMBED INTO CONIC. OR MASONRY r, _ W2 = 1...1/4" X 1/4' IYEEP11OLE5 DIRECTLY INTO CONIC. OR MASONRY $ a ! AT 4--7/8" FROM EACH END AND AT MEAN 1--5/8'MIN. EMBED INTO CONIC. OR MASONRY $N m d W3 = 2" LONG WEEP NOTCH AT EACH END Z o W4 = 1" LONG WEEP NOTCH AT 32'FROM EACH ENA (GRADE 5 CRS) 3 z i •' INTO METAL STRUCTURES z a STEEL : 0.105" MIN. (Fy - 36 KSI MIN.) 1 F cS7a a ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ' r 014 SMS OR SELF I S(`RFBFc (GRADE 2 CIS). 19 21 i t 12"LONG 1(2� SILL CLIP ADAPTER INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8' b (NO SHIM SPACE) o A 2 c �,P• TYPO.At EDGEleap r 3 6 INTO CONCRETE AND MASONRY - 2-1/2" MN. R INTO WOOD STRUCTURE = 1'MN. .e INI'O METAL STRUCTURE - 3/4"MIN. C�K�TE AT HEAD.SILL Oft JAMBS I'c- 3000 PSI MIN. W4 to C-90 HOLLOW/nUEO BLOCK AT WABS Pm a tow PSI MIN. rn - 3 2 �� \iFh •$ ��'o� m o t a u o .. q. ar �- I'ROOIICT RFiOBYIS � •� ° ° d ° ' r �1 L:IYM. B9 BUAlIUT'IRD e9d1 OMB IRN1da � g 1YIflCAL ANCHORS o o ilA PE/70582. AdUtg i GAN.S9St1 Imme No e FOR CINc " D. mMm llwtc r9 m Yll TYPICAL ANCHORS i M Prmfucl drong....no. 3 PER CLIP LW 8-81 (-!h-k 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . _ Wy,I�V vENt ath • • . • • • • •• • C .—. I{ la 25 i a•wx. • i i �i nndta� �. STR IRE T — -- - Tg- a — ----• • • �` SPACVR6 i• �. IC S _ a L -—Zhu : :. •. r-*---»--_SCREENS Off- -------'"—' JOY C VWD MM TYPMAL ASS a 1 . Foams ELEV. 4 EXTERIOR o o. WINOW WIDTH 7(0 LAYOUT OX OPPasnE CC) OD 1/4•MAX. ' 1/4-90 _ VENT WIDTH VENT WMTH s , M lay lie 2 Wit BWA - WooD SUCKS d ,a OR ------ 3 � 90 --- --- — v StRIK; 7. __ - .r ❑ - - - v__ ON 1 - � IOPT,-- TOWAIANCHORS -SCREENS o -"--- SCREENS ---'--� R �fOR SPICING aa.o. . TVPtM ANCHDRS SEE ELEV. EXTERIOR FOR SPACING wow=w4m � XOX LAYOUT SEE ELM FOR SPACM NWAI-OADE-COUNTY _ --T_r Vl'NTS WITH � �g<•., SPMNG LOADED LATCHES_ E—.J/OfAD 'uAD ARODt3["f RC,V6`„1 '� p II 11 �fi' CNO. as tteeP,YinS ivilhlhu@110Id9 11 11 yIlTtdklln$ $ OJWw � FM(4 lfSBB2 SCREENS,OPT.1 R »---»-- REEN 'a M ,drowlrtg no. Exre�,oH W08-81 WUH�r Wmn+ sheet 4 0(� . . ... • . . ... .. .. . . . .• .• . . . . ... . . • . ... „4- O OD rux T-`vENT vAon, s•• ••s ••• i•• •i i•• META 1 1S ti • • • • •�ELEV, • • rO SIRMPJRE -• FQ SPAIC91�•• • i 1 V. a 7 ----SCREENS OPT. '-_-__- _ _ - _ _ _ . triJGCS °� SEE DA ,D 5 �� FOR 4 EXTERIOR o.40. F VMDW WIDTHXO . OX T R /C D '/''MAX. m^ 1/4'SKM YM MTH VENT WIDTH � SIDNS , MAX T � aOD DUCKSOR a STRIIC Hwa . -..---^ ••--_--iOPE.--- .. ..° TYPWA ANCHORS r--------� SEE ELEV. F7; FOR SPACING 0.40. a YYA TYPICAL ANCHMS SEE CLEV• EXTERIOR FOR SPAdNG - _. 2 � XOR LAYOUT TYP,GIL ANCHORS f SEE ELEV.FOR SPAM ,RJdO-DADS COUNTY APPR.o JAUWON- SEE SEPARATE NOA VENTS Wff SWF-FP LATC$ES I Enar.,AUD AHDAD - PRCITAI(T RRVI." o cm !--s codykw With the pie" I N CAA ♦ 11 „ � ` � SCREENS OPT. �., � f=V+I•! aorta q'$¢� C'---. 'g-$ CaIuoX1�;- f rdrawu�g no. EXTERIOR - Wd8—;� WU100Y!WIDTH Mom WN _e, 8hool 5 Of . . ... . . . ... . . . . . . . . . . . . ... . . . . ... __. 3.069 . 1375 I•� C18)d PART, OVANTiTY DERMUMM NAT88GL BAMP.,aUPP1.lER/RBItARYS (_.. .082 -----�. __I M-130 I FRAME HEAD em-Ta .�2 _ d 750 z It 1.878 ^{ 3 .iM.134 • .t • `Ol,TOY 8083-TB 1.250 -lt- - !..'-11•�-- -- - ..__._....- - rll 2.437 '•+26 4 7}32 AS RCO� 1Po81E J1�8-YCNT8083-T8 C.1 ,m-138 2/VEM TOP MIGaTf - - 1 1.500 t.�D f WIND LOAD CLH� -"7 7Lr139 I/VENT J"SRLE --.•.--- 6063_-78- --•---"--...---_...-�-_ IT TOP & BOTTOM RAD. 1.0� a 7M-140 I/VENT 61EETW6 S14.E ._� 6083-78 - 1.030 F- 9 161 t �IR.E(6-6 LO+l1*10LATCH) 8083-78 --4 a m 9A tla-1+7Ay _ 808?-T6 - z1 Q) FRAME HEAD I' p 10 7U-w® •1 • .L�lsax www •-moi .054 /1 _ 1-�'- 12' 8083--TB AT LRG STR.E LOCAIIQI Q �-1.4811 .I25 12 7M-118 1/VFNT SPm Loom VENT tATgl 3-1/8•LONG 8083-T6 AT 640 SPM __._......_.. _ _. 12A - 1/17:NT LG7At-LpC SVEp IAtt2i __ -_ _AT Ids SPAN .077 .2.201 128 is X 3/4' 2/L4KH^si EP u7cx mouNrnJc SCREWS - n+sbs -� C� MTG. STILE REWF. --- - - -- at�� .563 1.375 I 13 71d-IIIA AS REQ. _CtAZR+IG SAO(U11�1A7E0 OIASS) 8Q83-T8 • 130. _�Ti4-18i As REW. CIAZUDO SAO<MiSW,.(AAL 0(AyS) 6Oli3-Te qof _. �.-y-`•+� 14 TM-154 AS R£aD. WItM lOAO CLO;4'LONG 8083-18 -. �- 1.420_.-� 15_ .. ._...::_._.._._ i/StRC 6SCET64C SIRE IfEO60RCIt4G 8063-IB 2/SI4.E RXED$ME REMORCom a083-To �-- + ..--.__, ...- 10 SN.L TRACK JAMB STILE .107 .125 1.000 _I?_ _W31225_ AS RE•W. FON STM W St18PPINC(.270'x.720'NICU) WO01 - -� 9 18 W13371 AS REtxN. FIN SEM W'SiWPPO1G(.tar x ala•19CR) YAWL - 1.071 19 W432o1 AS REQD. FIN$FM.WSTRWPIHG(.167"X.200•Hx'.H) WOOL - 2312 .... - - - ^ 20 P5043 - AONE'SNE&ICK CLOSED CF.U.FOAM 7/6'x 1/2'x 1-7/16•Lom --- - 1Tj 18 FIX. STILE REINF. 21 - 2/VENT VENT ROUER MUSWG k 6WOF. PLASTIC AT EACH ENO 1.258 np. .OS9 _22- ..- - - VENT ROLIER(YMEEL BRIM - M 1.296- 23 /12 X 1' 2/C0104ER FRAME ASSE64-SCREWS 2.373 --'-- - -- ---- --- -_ >> 24 110 X 1" 2/CORNER VENT ASSEOMY SCREWS P.H PHRLtPS SMS _-_-I 1.375 - V .929 1.1 1.546 Jf49 2S - _ 1/LATCH voir LATCH S Rm ST Sim ._. __�.._..----------- __---- lJ 1.235 26 WJ1175 A5 REOD. FIN SFAI WS0PRii(.187•X.175.0(W _ WOOL - m II SILL CLIP ADAPTER 1 27 TI!-ts1 1LL R_�.._.-_,..__ 1 408- Z n w O MEETING STILE 12 VENT LATCH 2JI2 2-312 oss pg5 ass 183 1.71 3.1 M 4_[ .040 ,`gyp 2.7� 1.437 �I,y� 1.3I7b I� �7 .802 .040 S82 b40 I p .002 - L .923 .923.•1.._) o t 1.750 1.750 --1.641 13 GLAZING BEAD GLAZING BEAD 9�FIXED STU (SPRING LATCH) U FIXED STILE (SWEEP LATCH) (IAm.0tASs) (MWL.M&CLASS) FRAME SILL TOP 3.069 .062 A02 <m v o IYP. rn. ABz �:-:--'-� ..� . sED 092 2628 1.919 1.799 J.283 Eepr. A1rao.AlwAo PRODUClrg wi ift o, 3442 3.188 3.042 CtYtL •caaplYiRB wFlh t6a PfoTI& I TYYP. FIA.PE d 7'd582 (�{ta C6ltc S 1.858, o A.N.3ySp3eA No • .103• p� - all R L Y s 9 id .800 111�•; - By ,t! droving no. 3.089 .878 - .875 :,•f Mtelut mle ratnelColKlot r{ Q FRAME SILL RASE FRAME JAMB VENT S FRAME JAMB - FIXED v SILL RISER Y 6he6t-6 of 7 • • ••• • • • ••• z Iz Y 1 I a•PFI.SMS x t•PM StlS 2)/to Y SM� �� ASSEGBLY ASSEUBLSCREWS SCREW ••. .•• : • �••• 40 8 ` ` • • ' • •'• • 4' m ••• • • • • • ••• • ' 4 FRAME TOP CMER -fIXED MTG M TOP CORNER w SCR F9) 12 x 1 1/6•S PH.SMS. BENT TOP COME Q W M J SEN&.Y REYl7 3•SV QNB 1 O n ago z w 12.2 �` •. _ p l y (2) rypit m GM MIG, RAIL -KTT OM CORNER __� I yl lege JAY.W ANUAO pROIN/CTICGVISIiD T r l CIMq, oa eoaaplyl�aNh Wo FIwWa j_ rv - f_(R IM BOTTOM CORNER to)5SG1a Y SCR � F CAN.a5�OM Mmcedt ,M,.f"MF WHOM CORNER 2 1 On .y --- M a Pradncl "73 � awlnq �sheet.�oi 7)