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RC-16-2311 n 444 Miami Shores Village ��r't f`l m esI+ ate'�tl�tl'i1�t?itt 10050 N.E.2nd Avenue N m6, P������ Miami Shores,FL 33138 0000 e OVED ' Phone: (305)795-2204 FjA tp� vate: 10' t� p1 r. Expiration: 04/18/2017 Project Address Parcel Number Applicant 10090 N MIAMI Avenue 1131010210090 LUISA FERNANDA LUNA Miami Shores, FL 33150-1216 Block: Lot: Owner Information Address Phone Cell LUISA FERNANDA LUNA 10090 N MIAMI AVE (305)757-3133 MIAMI SHORES FL 33150-1216 Contractor(s) Phone Cell Phone Valuation: $ 10,000.00 GENEREVE CONSTRUCTION&REMC (954)397-9134 Total Sq Feet: 0 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Fill Cells Columns Date Denied: Final PE Certification Type of Construction:MASTER BATH RENOVATION AS P Occupancy:Single Family Window Door Attachment Stories: Exterior: Framirig Front Setback: Rear Setback: Insulation Left Setback: Right Setback: Drywall Screw Bedrooms: Bathrooms: Window and Door Buck Plans Submitted:Yes Certificate Status: Review Planning Certificate Date: Additional Info: Review Building Review Building Bond Return: Classification:Residential Review Mechanical Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Electrical Review Electrical CCF $6.00 Invoice# RC-8-16-61009 DBPR Fee $4.50 Review Structural DCA Fee $4.50 10/20/2016 Credit Card $535.00 $50.00 Review Structural Education Surcharge $2.00 08/16/2016 Credit Card $50.00 $0.00 Review Plumbing Notary Fee $5.00 Permit Fee $300.00 Plan Review Fee(Engineer) $120.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $15.00 Technology Fee $8.00 Total: $585.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermor ,I auth rize the above-named contractor to do the work stated. October 20, 2016 A�lhorlzedl Signat er / Applicant / Contractor / Agent Date Building Department Copy October 20,2016 1 g TZ CF1" U ig Miami Shores Village i UG 16 2016 L M Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC20 ( y� _ BUILDING Master Permit No. 'Kom(0- 231 PE IT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I 00 C z N)- J'e�M-► City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): LA'$ F e--(AAAA, Phone#:I 300 3 3i 33 Address: t oo,9i) Aut, + n . City: 0a State: }"�- Zip. 33 Tenant/Lessee Name: Phone#: Email- CONTRACTOR:Company Name: 6E."'7iZ CC4'J+rV('`hVr1 ;�1 Phone#: q54' ,3 7 , If 3Y Address: 34v AL C 200 i-e--rx-,2- City: iia; o State: Iii- Zip: Qualifier Name: / x�S 4110-0;04 Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: �!%br►t,S firclS �ed-3 Phone#: 3,)5' 775 6'V'Ll r Address: � �' �� E��'"'"°` �'��'''� 0" City: ` ", Z-�4 -state: A- Zip: 0/ - --- �LjC�•eh Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ AdditionAlteration ❑ New ❑ Repair/Replace ❑ Demoli ion Description of Work: )Ay jam• &4l` r&"gj"A'" as Q&r S�✓ //°y�/l Specify color of color thru tile: Submittal Fee$ Permit Fee$ ® CCF$ /�' CO/CC$ Scanning Fee$ ��Radon Fee$ 5(f) DBPR$ Notary$ ° Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ / 20 17,0 Bond$ TOTAL FEE NOW DUE$ �� OC:;o (RevisedO2/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 4 J"C' Signature Signature O RorAGENT CONTRACTOR Ty tregoing instrume t was acknowledged before me this The foregoing instrument was acknowledged before me this day of 1✓ 20 1 ` by is day of � / 20 96 by tA:S�L.c- --c. who is personally known to dl ���+ who is personally known to me or who has produc s me or who has produ As BRENDA DERI . BRENDA M DERI identification and who i ''�at dentification and wh n at , a public•SWe of flarMa %: btSry Public-State al Fid NOTARY PUBLIC: "MY Comm.Expires Atte iso p911 NOTARY PUBLIC: F My ctmtm.Expires Aug tA,20il COMMISSION•FF Q4$n1 g, Cemtn�alba 0 FF 04MI BCIIAld �� Bonded llxeupl Ate! Attl, Sign- Print: Print: a e Seal: Seal: ***�x:*�*r****:****r***�*****• **a* *******�*rrrr�*w************************rrx�**s*r*�****s*************�x**** ( APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) I RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY I STA'15 O FLORIDA DEPARTMONT OF WOWS, ND PR OF193,_ION�4, REGULATION CON '11 >t�C`�"It N'INf�t�.STRY,LIDENIIING BOAS 1 'Me G NI✓ 2AL CON 7P.AC'f` 14 -} Nanedduu IS CRIFtC lln tFl. proviSlo s ref Chi, ' t�iter $9 . . ,, 5plr t On-state: AUG 31,2 9'8 I .. � �1y ku F PCJLAN A EOIORMQNSTR REMOt2 �IJVC LLQ �� t MIAIVN' 'tom •,i ju-s, ty 1 r, i {�� h ISSUED: 06/26/2016 DISPLAY AS REQUIRED BY LAW SEQ# L1606260001233 1 013368 Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOT A BILL—DO NOT PAY FL B T 7093313 BUSINESS NAMEILOCATION RECEIPT NO. EXPIRES GENEREVE CONSTRUCTION&REMODELING LLC RENEWAL SEPTEMBER 30, 2017 1300 NE 200 TERR 7371214 Must be displayed at place of business MIAMI R 33179 Pursuant to County Code Chapter 8A—Art.9&10 SEC.TYPE OF BUSINESS OWNER 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED GENEREVE CONSTRUCTION& CGC7521162 BY TAX COLLECTOR $75.00 07/12/2016 Worker(s) 1 CREDITCARD-16-039809` This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holder s qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sec Sa-27¢. For more information,visit www.miamidade.govilamyollectof ® DATE(MM/DDIYYYY) U CERTIFICATE OF LIABILITY INSURANCE 08/17/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the pol(cy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER NAMNT E: Maximo DOpazO CPLA Dopazo 6 Associates Inc PHONE (305)470-8500 ac NO: 1866)647-9673 AIC No Ext: 8725 NW 18th Terr Ste 300 Eft' max@dopazo.com ADDRESS: INSURE S)AFFORDING COVERAGE NAIC 4 Miami, FL 33172 INSURERA:Accident Ins Cc 11573 INSURED INSURER B: Generene Construction and Remodeling LLC INSURER C: 1300 NE 200 TERR WsuRERD: INSURER E: MIAMI FL 33179 INSURER F: COVERAGES CERTIFICATE NUMBER:CL15831111 00 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 CONTRACTOR 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 I ADDL SUER POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE wyn POLICY NUMBER MMIDD MM/DD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 100,000 A CLAIMS-MADE 50 OCCUR PREMISES Ea occurrence $ CPP0016286-01 09/19/2015 09/19/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 X; POLICY El PRO- F LOC PRODUCTS-COMP/OPAGG $ 1,000,000 OTHER: AUTOMOBILE LIABILITY Ea accidentSINGLE LIMIT $ BODILY INJURY(Per person) $ ANYAUTO ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Par accident UMBRELLALIAB SUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- ER AND EMPLOYERS'LIABILITY YIN STATUTE ANY PROPRIETOR/PARTNER/EXECUTNE ❑NIA E.L.EACH ACCIDENT $ OFFICEWMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-E4 EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space Is required) General Contractor CGC 1521162 Plumbing Contractor CFC 1429584 CERTIFICATE HOLDER CANCELLATION (305)756-8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN MIAMI SHORES VILLAGE BLDG DEPT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE MIAMI SHORES, FL 33138 AUTHORIZED REPRESENTATIVE lexander Dopazo/AD ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(2o14o1) JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 5/31/2016 EXPIRATION DATE: 5/31/2018 PERSON: POLANCO NELSON FEIN: 461467506 BUSINESS NAME AND ADDRESS: GENEREVE CONSTRUCTION&REMODELING LLC 1300 NE 200 TERRACE MIAMI FL 33179 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL LICENSED PLUMBING CONTRACTOR CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 GENEREVE Construction&Remodeling LLC Date:08/15/2016 State of: County of: JL ' �"�'� Before me this day personally appeared / � who being duly sworn,deposes and says: That he or she will be the only person working on the project olcated at: /0090 '&" " -;,3 1 S-0 Sworn to(or affirmed)and subscribede before me this qday of A' 001Jf1 .20_L4_,by Personally know OR Produced Identification Type dLjr2d Into ,� BRENDA M DERI a� Nogry Public-SNis of Florida • My Comm.Expiry Ave 10,2017 Commission I FF 040751 8adsdlhoupfN�goasl Mss Print,Type or Stamp Name oT NbotTr-�� Genereve Construction&Remodeling LLC 1300 NE 200 Terrace Miami, FI 33179 (954)397-397-9134 email: info@genereve.com www.genereve.com . . ,5tioREs Gr Miami shores Village "" Building Department 10050 N.E.2nd Avenue �l0R{pA Miami Shores, Florida 33138 41. 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- L The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: caner State of Florida County of Miami-Dade The foregoing was acknowledge before me this C`9 day o ,20( � By �,(� rJ A(ort-,F L�j rjc, who is personally known to me or has produced '1�1_ IOK�A as identification. Notary: ��'lA SEAT: Florida �`' � il{d?.ill:jl:J �. Av��, � 6,.y :orr,-:eza,;i r.c 1oh%�0 `��• The information below was calculated using the provisions of the 2014 Florida Building Code. Floor and Roof Live Loads Attics: 20 psf w/storage, 10 psf w/o s hgq Habitable Attics,Bedroom: 30 psf ' L L All Other Rooms: 40 psf Garage: 40 psf r Roofs: 20 psf Wind Design Data Ultimate Wind Speed: 175 mph Nominal Wind Speed: 136 mph.... . 0000 0000.. Risk Category: II Wind Exposure: .� Enclosure Classification: Enclosed End Zone Width: ....410 ft.'.:..' 0000:. Internal Pressure Coefficient: 0.18+/- 06000 0000.' Roof Zone 1: +23.3 psf max., -37.0 pcigin. ..... Roof Zone 2: +23.3 psf max., -64.4 >;f 1'i3in. ease Roof .� .. .. 0000.. Q Roof Zone 3: +23.3 psf max., -95.2.psf inin. Roof at Zone 2 Overhangs: -75.P psf An. 0000.. 0000 E -0 a Roof at Zone 3 Overhangs: -126.'4 p9 nin. UCd U Wall Zone 4: +40.3 psf max., -43.7 psf min. Wall Zone 5: +40.3 psf max., -54.0 psf min. The Nominal Wind Speed was used to determine the above Component and Cladding Design Pressures. All exterior glazed openings shall be protected from wind-borne debris as per Section 1609.1.2 of the code. The site of this building is not subject to special topographic wind effects as per Section 1609.1.1.1 of the code. Geotechnical Information Design Soil Load-Bearing Capacity: 2,000 psf Flood Design Data Flood Zone: X L RAMOS Gam` .D P� Ultimate Wind Speed: 175 mph Nominal Wind Speed: 136 mph Wind Exposure: C Opening Width(in Opening Height(in Distance from No. Description ft.) ft.) Comer(in ft.) Design Pressure Requirements 1 window 1 5.0 ft. 2.0 ft. 20.0 ft. +40.3 psf, -43.7 psf 2 window 2 3.0 ft. 2.0 ft. 20.0 ft. +40.3 psf, -43.7 psf 9999 . . . . ...: 9999.. 9999.. 6699 9696.6 9999.. 6 6 6 9999.. 6966 .. 9 6666 . 69 96969 96669. 6690 96696 66 90 96 6 666696 6 . . . . 9999.• . . 9999.. 9 so 0 The Nominal Wind Speed was used to determine the above Component and Cladding Design Pressures. All exterior glazed openings shall be protected from wind-borne debris as per Section 1609.1.2 of the code. The site of this building is not subject to special topographic wind effects as per Section 1609.1.1.1 of the code. Floor and Roof Live Loads Uninhabitable Attics: 20 psf Habitable Attics,Bedroom: 30 psf All Other Rooms: 40 psf �1 Garage: 40 psf Roofs: 20 psf Wind Design Data Ultimate Wind Speed: 170 9 C. Nominal Wind Speed: 132 h " -I Risk Category: Wind Exposure: C Enclosure Classification: Enclosed Internal Pressure Coefficient: 0.18+/- Components and Cladding Design Pressures: Roofing Zone 1: +21.9 psf max., -34.9 psf min. Roofing Zone 2: +21.9 psf max., -60.7 psf min. Roofing Zone 3: -89.8 psf min. 0600 Roofing at Zone 2 Overhangs: -70.9 psf min. • . . 6666 6666.. . . Roofing at Zone 3 Overhangs: -119.0 psf min. •• •• • 666600 ..0. 6666.. Stucco, Cladding,Doors&Windows: 6666.. .6000. Zone 4: +38.0 psf max., -41.2 psf min. •••• 6666.. a • 6666 6 66666 Zone 5: +38.0 psf max., -50.8 psf min. 000000 0 0 0 0 0 0••• 0 6 0 0 0 End Zone Width: 4.00 ft. •• •• •• • •••••• 600000 0 6 The Nominal Wind Speed was used to determine the above Component and 0 6 6 6.• . . . . 6 . .00000 Cladding Design Pressures. 6 • . 6666.. .. . 6660 6 . All exterior glazed openings shall be protected from wind-borne debris as per 0 Section 1609.1.2 of the 2010 Florida Building Code. Geotechnical Information Design Soil Load-Bearing Capacity: 2,000 psf Flood Design Data Flood Zone: X OF.Flo � This table was created using Vindload Calculator Plus software(2010 Florida Building Code Edition) SOS RAM OS available from TheFloridaEngineen com • AR11115 ) ED �- '- L opening opening Distance from No. Description Width(in t) Height(in fL) Corner(in t.) Design Pressure Requirements 1 Iwindow 5.0 ft. 2.0 ft. 10.0 ft. +38.0 psf, -41.2 psf 2 Iwindow 3.0 ft. 2.0 ft. 10.0 ft. +38.0 psf, -41.2 psf 0000 . . • 0 .9 9 0000 000000 .9000. .90 0 0 9.. 0 .00.0 0 0 0 0 0 .0 00 0 096009 0000 0 .9...9 0000 The Nominal Wind Speed of 132 mph was used to determine the above design pressure requirements. Shop Drawing Review ` Review Is for general conformanee with the design concept and contract documents aoved by M IAM 1-DADS ,. MIAMI-DADS COUNTY mou PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND4ECN0Mt4SOURCESI11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,miamidade.gov/economv T.M.Windows LLC 1543 N.Powerline Road 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 Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code'•• This product is approved as described herein, and has been designed to comply.%vith the Flort(M Building•••;• Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION: Series"805"Aluminum Horizontal Rolling Window--L.M.i..:.. 4444.. APPROVAL DOCUMENT:Drawing No.WO-81,titled"Series 805 Alum.Horizb'htdl.Rolliti W4,w. • (L.M.I.)",sheets 1 through 7 of 7,dated 09/19/08,with revision E dated 03/16/15,irepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade CQ},lnt*froduot�nont of ***09 Revision stamp with the Notice of Acceptance number and expiration date by the iy 4914.Dade County s• Product Control Section. . . . . 4444.. 4444.. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant .•. ;:4009; LABELING: Each unit shall bear a permanent label with the manufacturer's name or logt.eity, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been rio.change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0107.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed.by Manuel Perez,P.E. NOA No.15-0505.29 MIAMI-DADEcovrvrr Expiration Date: May 13,2019 "'` ' ¢ J� �tC Approval Date: August 13 2015 ©( 7 Page 1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. • (Submitted under NOA No. 09-1110.02) 2. Drawing No W08-81,titled"Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08,with revision E dated 03/16/15,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 2411 3.2.1 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..•0••. 0000.. (Submitted under NOA No. 09-1110.02) . 00 00 • 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94..... •0.•.• 0 0.6;6 2)Uniform Static Air Pressure Test,Loadingpen FBC TAS 202-94 . 0000.. 3)Water Resistance Test,per FBC,TAS 202;94&•. :006:6 • 4)Large Missile Impact Test per FBC,TAS 2b1-94 0 . 6 0 0 6 6• 5)Cyclic Wind Pressure Loading per FBC,W50jA3-94•:0.0•. 0 0 0 0.0 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 0 along with marked-up drawings and installation diagram of an afuminun,dip;;+zontal••••:• rolling window,prepared by Fenestration Testing LaboratorA Ine jest Report No. ;0 0 0 0: FTI x5457,dated 01/22/08,signed and sealed by Carlos S. R0nd4 P.E.•6 6 (Submitted under NDA No. 09-0105.02) 3. Test reports on: 1)Uniform.Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI-5459,dated 01/17/08,signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA No. 09-0105.02) Manuel ,P.E. Z: Product Contr miner NOA No.15-0505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TESTS(CONTINUED) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS.201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window(XO),prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-3995,dated 11/13/03, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 04-0120.01) 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 h8fi7pntal rolling window(XOX),prepared by Fenestration Testing Laboj;tory, Inc.OXeest 0"0 Report No.FTL-3946,dated 11/04/03, signed and sealed by F,.dt!wdo L87Tgae.Vada,.•.•; P.E. 000006 0 0000.. (Submitted under NOA No. 04-0120.01) "" ' 0000.. 0000 . 0000. . . 0000.. 0000 0000. C. CALCULATIONSa 0000 .. 1. Anchor verification calculations and structural analysis,comg1vixg with FBC-51h .' Edition (2014)and of no financial interest dated 03/16/15 and revised or; 5, •••• prepared by Al-Farooq Corporation, signed and sealed by Javad A4 rnad,P.E. :0000: .. 0000 2. Glazing complies with ASTM E1300-09 • D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasg(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21116. 3. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc.for their"Uvekol S Laminated Glass Interlayer", dated 02/20/14,expiring on 02/08/19. Manuel P ,P.E. Product Contr Ex finer NOA No. 505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-2 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated March 26,2015,issued by Al-Farooq Corporation, signed and sealed by 7avad Ahmad,P.E. 2. 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 (Submitted under NOA#09-1110.02) 3. 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 09-0145.02) 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. 09-0145.02) 5. Laboratory compliance letter for Test Reports No.FTL-3946 and FTL-3995,issued by Fenestration Testing Laboratory, Inc.,dated 11/04/03 and 11/13/03 respectively, both signed and sealed by Edrriundo Largaespada,P.E. (Submitted under NOA No 04-0120.01) G. OTHERS 1. Notice of Acceptance No. 14-0107.08, issued to T.M.Window LLC,for their Series "805"Aluminum Horizontal Rolling Window-L.M.I.,approved on 02/20/14 and expiring on 05/13/10. sees . . sees sees.. . e sees.. .. . sees.. sees.. e ees.. see. . s.e e .. s 0 • s 0060 0 00000 sees.. 0000 00000 .. .. 0e 0 600060 sees.. • sees.. 00 .6. . e sees.. .. sees Manuel P e P.E. Pr—�'gVWoduct Control miner NOA No. 15-0505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-3 3/1V ANN.GLASS 3/16"HEAT STREWD GLASS FOR INNSS AGANCHOR READ. TALLATIONS INTO 080"Interlayer 090"Interloyer WOOD STRUCTURES OR THRU W000 BUCKS INTO MASONRY Soflex Clear And Color Glass Kuroroy SentryGlas 74"MAY By'Eastman Chemical Co.' By'Kurcmy America,Inc.' WINDOW WIDTH Z 3/16'ANN. GLASS 3/16"HEAT STREN'D GLASS 9 3/8- MAX. MAX. 6"MAX. F i FALSE MUNVNS 8' HEAD HEAD/SILL 0. g SILICONE SILICONE (SURFACE APPLIED) A 3.SILL CORNERS GE RGS7700 GE RCS7700 NAY 8E USE6D 3 z m DOW CORNING 995 DOW CORNING 885 I Q, LL a ap II I! m u 13 13 M II II . I� li 0 11 1 11 II E O'a�t0 jl it 1 1. I1 11 11 '1 IJJt 4 p Q a 4 L --11 JL D =_�----A--- E O W K �j B F r1 II /� It 5 11 /�" i0 Ii,Z YI— O AT 1/4 POINTS ON LITES AT 1/4 POINTS ON UTFS p c' N i __ 11 II _ 11 \ M V' 28 WIDER THAN 36"ONLY WIDER THAN 36'ONLY = 8 o _ — ==11F==- n o a�1 E g II m J TYPE ,A TYPE 'B' $ 7 m int I' J i n Ci c� 7/16 OVERALL GLASS 7/16'OVERALL GLASS 1/8'TEMP.GLASS lll _u— — n Ir 3/15'HEAT STREWD CLASS 3/16'ANN. GLASS 1/4"AIR SPACE 120'Interlayer 120"Interlayer 1/8'ANN. GLASS 3 rn19 Uvekol S Uvekol S 090"Interloyer _ p By'Annex USA,1nc.' By'Allnex USA.Inc.' Sotlex Clear And Color Glass & Owl •• By'Eastman Chemlcal Go.' 1 a 3/16"HEAT STREN'D GLASS 3/16"ANN.GLASS 1/8"ANN. GLASS m IX�` 32 7/8' 33 1/2" SILICONE E SILICONE SILm DO WCORNgVC 895 D.L OPG. D.L.OPG, 3 w U GE RGS7700 GE RGS7700 w GE RG57700 z DOW CORNING 995 3 DOW CORNING 985 g 37 1/2' 0--6 s � � VENT WIDTH � Z d °0 i `p 73 I I m II A TYPICAL ELEVATION � 3 z� y, XO OR OX SIZES F a o o MAXWM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER AT 1/4 POINTS ON LITES AT 1/4 POINTS ON UTES 28 AT 1/4 POINTS ALL SIZES GLASS TYPR'A' GTdSs TYPE'B' GLASS TYPE'C GLASS TYPE'D' GLASS TYN79.O WIDER THAN 36"ONLY WIDER THAN 36'ONLY EXT.(+) 1NT.(—) EXT.(+) 1M.(—) EIR.(+) 1M.(—) OR.(+) 1NT.(—) EXT•(+) �C' TYPE 'D` TYPE 'E' 60.0 90.0 90.0 130.0 90.0 90.0 55.0 ss.o 7s.o 1/2"OVERALL GLASS 1/2'OVERALL GLASS 11/15'OVERALL INSUL.GLASS LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, o $ >3 FOR METALLIC SWEEP LATCHES LIMIT MAX.LOADS TO*80.0 PSF. S B GLAZING OPTIONS o NOTE: SERIES 805 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) o �T Li TNUM HORIZONTAL ROLUP Ml • • • • • •• AND FLORIDA BUILDING:COMMISSION DESIGN LOAD RATINGS FOR THESE VRNSOWS To B`AS QFit PREDUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DECLARATORY STATEMENT DCA05—DEC-219 a° o CHARTS SHOWN ON SHEETS 1 & 2. I OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY •• •• . • { tICANE ZONE(HVHZ). 2 6 m J o W APPROVAL APPLIES TO SINGLE UNITS &R*SIDE•BQ SIDE•• • •Wo8o AUEKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. LOADS TO THE STRUCTURE. SHUTTERS ARE NOT REQUIRED. m o COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER — q ' MIAMI—DARE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Eng"JAVAD AHMAD CML PRODUCT RBV(SBD APPROVED MULUONS IN BETWEEN. • ••• • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA PE 70592as complying with Ole Florida 8 LOWER DESIGN PRESSURE FROM V9ND•WS Oil MULLION ARPROf ANSI;WNG•OReLOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C.A.N. BuildmgCodc � Acceptance No&5_005.291 It WILL APPLY TO ENTIRE SYSTEM. • • • • • • NOIF PART OF TIHIS APPROVAL a 'ration Date •• •• ll, •• •• •A JOAa DIJA4N INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• • •• • ALL*.HIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. By drawing no. MImn Product' �O$—$,� MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE AAP20151 sheet t of 7 ••• • • • • •••RVUIREMENTS OF THE FLORIDA BUILDING CODE. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 ADDL.ANCHOR REOD. FOR MSTALATIONS INTO AODL ANCHOR REDO WOOD STRUCTURES OR . THRU WOOD BUCKS INTO MASONRY FOR INSTALLATIONS OR 0 111 MAX. WOOD STRUCTURES MASONRY OR Z g WINDOW WIDTH THRU 1000 BUCKS INTO MASONRY 111'MAX. Q y£^mFj1 10 1/4' WINDOW WIDTH li 6' MAX. HEAD\SILL FALSE MUNTINS 14 7/B' 3' 6'MAX. q6 FALSE MUNBNS 3' AT FIX.LITE MAX. 6'MAX. (SURFACE APPLIED) A MAX. HEAD/SILL 0 8 (SURFMAY B SED 3 AT VENT CORNERS\SILL HEAD/SILL MAY BE USED 3 HEAD 3' CORNERS d 1 1 I 1 I SIU. C 1i fi 'i 1i ii it i� I ii I li 0 R Q LpgT 4 I I 11 II I I I I II C I I II I I I;_ I I _ 63 h ;L I ,II I I 4 __ 'N' D _1C====13==- tt_-—_ 0 OD C Fd/ C - ---JL D --'1----1�- JL----IC-- C D j 1-. M I I ( s1£ ]C � 1 ❑ II ,/ Il // II o0 � � 5 I ti l I 1 V• I // S 1 I I 1 +O N m I 1 'l7� +'p,l J 11 Ir--_ 0 3 In J II II II JII II II II II �11 11 II 11 II II 11 II _II v h 11' =-aT'=---Tr-- 1T"---� - -- -- �I 11 li I� I II II II II 11 II tl 11 I II 32 7/8' 33 1/2' 32 7/8' In+ D.L OPG. D.L.OPG. D.L. OPG. 0, Z D.L.OPG. O.L.OPG. D.L OPG. u o U g 11V ,� r 3 W 37 5/8' 37 5/8' 1O 29 1/4' VENT 29 1110TH 6 d Cn 6 VENT WIDTH VENT WIDTH PENT WfOTH Z UZ o TrZa TYPI ELEVATIONS XOX SIZES �u o ROX SIZES F .a MAXIMUM DESIGN LOAD RATING - PSF MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER O GLASS TYPE'A' TYPE'C' GTA33 TYPE'E' GLASS TYPE'A' GLASS TYPE'11' GLASS TYPE'B' GLASS EXT.(+) INT.(—) EXT.(+) 1NT.(—) EXT.(+) 1NT.(—) EXT.(+) IW.(—) £XT.(+) 1M.(—) EXT.(+) 1NT.(—) z , 80.0 90.0 90.0 130.0 90.0 1 90.0 79.0 79.0 1 80.0 90.0 1 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WBH SPRING LOADED ALUM LATCHES, LOADS SHOWN ABOVE ARE FOR WINDOW VENTS C $Id 1t FOR METALLIC SWEEP LATCHES LIMIT MAX.LOADS TO 280.0 PSF. WITH SPRING LOADED-ALUM LATCHES, �j FOR METALLIC SWEEP LATCHES LDdR MAX.LOADS g TO 280.0 PSF. v E c m `3Z o i • • •• • • • • • o a m u o w • •• • • • • ••• • 0 Q 0+9r 1AVAD AHMAD PRODUCEg with D °i Ryy FLA.PE p 70592 as complying withCih_O�Plop ••• • • ••• •:• • • 4AP Btuldiug Code 6 }` • • • • Acceptenee d v ion Do b9 •• • ••• • s ••• i i NOTE: • •• • •• • • • • GLASS CAPACITIES ON THIS SHEET ARE MLe+li 1 drawing no. •• • •• • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) W08_$ AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 7 2015 sheat 2 of 7 ••• • • • • • • • • • • • • • • ••• 0 0 0•• •• • • • •• •• ••• 0 • TYPICAL ANCHORS TYPICAL ANCHORS ; SEE ELEV. SEE ELEV. ��� 18Y FOR SPACING METAL FOR SPACING WOOD BUCK _ _______ _ __ _ y STRUCTURE �____________________� o "Q` + 1 j MIAMI—DARE COUNTY APPROVED I I "fr Jr d"• .e d v •a�' "d. °. °.E a #10 X 3/6"PH SMS S 3 YI j 1 SEE SEPARATE NOA ANCHORS I i Q A.•• .a._° a 2 PER CLQ O Y �. 'a GE DIST. a 11 EDGE 1 I I 1 .•�:::.�. \ DIST. I EDGE DIST. t pppp, OO U _ }J 23 6au L4 \ �4 TYPICAL ANCHORS in 4'LONG SEE ELEV. WIND LOAD CLIP TYPICAL ANCHORS FOR SPACING I !I IILL 11 11 II II FOR SPACING ,T Z�� QH, WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O i AND TRANSFER THEM TO THE BUILDING STRUCTURE II iI t! 11 SEALANTS: TYPICAL ANCHORS: SEE ELLV.FOR SPACING a I I I j 3 I! q ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH 'I,/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI Fy.155 KSI) 0 SILICONE OR ACRYLIC SEALANT. 0 t I I I INTO 28Y WOOD BUCKS OR WOOD STRUCTURES g n p !I 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) & a a WEEPHOLES: V W -4x W1 = 1-1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE THRU 18Y BUCKS INTO CONC. OR MASONRY o j AT 4-7/8" FROM EACH END AND AT MIDSPAN 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL) y�x i! W2 - 1-1/4" X 1/4'WEEPHOLES 1-1/4" MIN, EMBED INTO CONC. OR MASONRY (JAMBS) 3p3� AT 4-7/8" FROM EACH END AND AT MIOSPAN EMBED INTO CONCRETE (HEAD/SILL} Dam oa W3 = 2" LONG WEEP NOTCH AT EACH END DIRECTLY INTO CONC. OR MASONRY z o a W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END 1•-1/4" MIN. 7d m ;. ;. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) .Ms1•n. 'i I� i� ii �u7O I .i ii it „],/4" DIA. TEKS SELF DRILLING SCREWS BY '11W(GRADE 5 CRs) I:.-n. !i !i INTO METAL STRUCTURES C� j f I j STEEL : 1/8" THK. MIN. (Fy 36 KSI MIN.) i ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 19 © tt tz"LONG (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) !j li jI ji 21 2 SILL CUP ADAPTER z o < ! i ii ii B14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ° !r 27 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) ° r 3 B (NO SHIM SPACE) $ liloz TYPICAL EDGE DISTANCE 26INTO CONCRETE AND MASONRY - 2--1/2" MIN. W3 • • • • • • •• IMO WOOD STRUCTURE = 1" MIN. °> o v 2 B W4 • • • {� • • • INTO METAL STRUCTURE = 3/4" MIN. q°11 o vI a • • • •a • • •; •• • • • •• • a WOOD AT HEAD, SILL OR JAMBS SG a 0.55 MIN. 8 a m o 0 3 • 2 •' • • • CONCRETE AT HEAD, SILL OR JAMBS f e - 3000 PSI MIN. • •• • • • •• I C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm a 2000 PSI MIN. g Engn JAS AHMAO PRADUCTRSVISIRD iv • .v•• fd.,�'•. .•. ,. t FIA P&®®70592 as complying with ttm FI°rtds S, " • - •,,+ .. CA X538 Building Code P a_ .• • • .4 o• v Acceptance No � .� 4` a, d •' + .dnmr ANcr�Rs • .ti.: °"�4. " wn Data 1R •� Aj . S�•g :• 9.',. I " TYPICAL ANCHORS BY drawing no. } F ACING •, • v 3 PER CUP 9 •W2 Mi e P uctCmllmd EDGE DIST. I EDGE D1ST PR 07 201. W08-81 sheet 3 of 7 • • • • • • :.a.: • • •• • • •• • • 006 0• 0 •• 1/4'SHIM O O 12 MAX. VENT WIDTH 25 1/4'MAX. Z 3 18 SHIMS TYPICAL ANCHORSMETALSEE ELEV O @ STRUCTURE t 24 15 8 FOR SPACING 'gP6 ..� �k •ani 0 0 . p 17 7 .._.._._.._.._.._.._.. ..___.._..___.___.._.. fn Q '0 19 _ _.._..___.._._._. _._ _._._._.._ _. o T. - -SCREENS OPf. _______ WqQO DUCKS TYPICAL ANCHORS 9 ,8 D.L.O. 5 e a W g FOR SPASEE CING 4 EXTERIOR WINDOW WIDTH n X0 LAYOUT OX OPPOSITE t/4'MAX z m 1/4'SHIM O VENT WIDTH VENT WIDTH SHIMS 0M Max. U �y �z BY WOOD SUZI CK I, FSEE ORTYPELEV.SCAL WING g U WO STRUCTURE �.� O L 1 a O c 1_P a SCREENS OPT, SCREENS OPTr-- w • o pill: TYPICAL ANCHORS 1KSSEE ELEV. EXTERIORWOOD BUCKSFOR SPACING WINOW WIDTH lip XOXD LAYO TYPICAL ANCHORS 012SEE ELEV.FOR SPACING MtIAMI-PROF CWN1YAPPR,D MUWONSEE SEPARATE NOA• • • VENTS WITH•• ••• •• • • • •• ii---TSPRING LOADED LATCHES EnT:JAVAD AHMAD PRODUCY REVISBD • ••• ••• • FLA.PE NL 70592 �CamptyTn8�+7dL410 TTorld4 • • • .0. • .0. • • II 11 p,p • • • • • • • • • • 11 II C 38 nAcceepm"Nol����2jFV •• • • •• • • • • • __ _-_ __ i i i i > 'reuanuax ICI g • •• •• •• •• ••• ••• II II _._._.._.._.._.._.._.. -------scREENs oPr. •• • II IIlay Pmact drawing no. EXTERIOROkR 9 2015 W08-81 0!0 • • • • 9:0 • • WINDOW WIDTH WINDOW WIDTH _ sheet ¢of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4-SHIM © O O ��� MAX. VENT WIDTH - 18 1/4MTYPICAL ANCHORS Q J STRUCTUREMETAL 1 24 15 8 .FOS SEE ELEV. R SPACR40if 9 j n. A� U 18 _. ._. _. .. ° 8 �17 .._. - _._.. p1.BY oda .------SCREENS OPT. ------- - _ WOOD BUCKS 0 �Z TYPICAL ANCHORS S 16 SEE O.L. 5 a z FOR SPACING 4 EXTERIOR WINDOW WIDTH XO LAYOUT o OX OPPOSITE p I 3 n 1/4-MAX. z pp T hh SHIMS 3 Q M.°f.. i/4'SHIM O VENT WI()1FI V VENT WIDTH 2 v 0 17 MAX. lay o Z 4 LL WOOD BUCKS BY WOOD BUCK (/)Z_ OR = ?jWU WO STRUCTURE_ v•1 4 � Ct m _ o� � 3z�d �__-SCREENS OPT. ---- -.- ---- ---__ SCREENS OPTr--� TYPICAL 19-EE ELEV.ANCHORS W �" ----- -_- MR SPACING 52 TYPICAL ANCHORS •.a c >3 SEE ELEV. EXTERIOR R FOR SPACING WINDOW WIDTH 6 ' X0X LAYOU� TYPICAL ANCHORS " 'z SEE ELEV.FOR SPACING •• ••• • • • • •• MIAMI-DARE COUNTY • • • • .0. • • • APPR.O MULLION c o g ui uc • •• • . • • • SEE SEPARATE NDA • . • • • • . • • • --- VENTS WITH < •• ••• •• • • • •• Ir---� S@VEEP LATCHES Etmr.JAVPO ARM PRODUCTRRVISED • •.• • ••• • • I 1 1 I - - CIAL m cwnplyind with Me Ffmidr • • • • • • • • • • I 1 I I OAPR —PV 92Bvildb**CodaccepB,_._.._• • -----SCREENS OPT. drawing no. EXTERIOR 2tlifi W08-81 ••• • • • • ••• • • WINDOW WIDTH WINDOW WIDTH Sheat 5 Of 7 • • • • • • • • • • • •• •• • • • •• •• 3.069 1..75 1.000 ITEM PART/ QUANTITY DRSCRIPTTON MATERIAL MW./SUPPLIER/REMARKS (i v .082 .062 -]�' t TM-130 1 FRAME HEAD 8083-TB - . II�I^II�I 750 2 TM-1338 1 FRAME SILL BASE 6083-TS - o .BBB (f�{ 3 7M-134 7 FRAME SILL TOP 8063-T8 - 1.875 1.250 I 4 TM-132 AS REDD. FRNAE JAMB-VENT 6063-T6 - {P 2.437 1.425 .125 k- 5 TM-131A AS REDD. FRAME JAMB-FIXED 6083-T6 - 1"' a 6 TM-138 2/VENT TOP AND BOTTOM MIL 6063-T6 to WIND LOAD CLIP QQQ 1.000 7 7M-139 1/VENT JAMB STILE BOB3-T6 - 1.500 O TOP & BOTTOM RAIL ^� 1.000 6 TM-140 I/VENT FEED S LTa£ 6063-T6 - 1.0.30 I 9 7M-137 1/VENA FIXED STILE(SPRING LOADED LATCH) 6083-T6 9A TM-137A I/VENT FIXED STILE(SWEEP LATCH) 6063-T6 - $ A. Of FRAME HEAD 1.750 1.000 10 TM-136 1 SILL TRACK INSERT 6063-TS - ry$ Q it TM-135 1 SRL CLIP ADAPTER,12'LONG 6083-T8 AT MTG.STILE LOCATION V Q Q .054 12 TM-118 1/VENT SPRING LOADED VENT LATCH,3-1/8'LONG 6063-T6 AT MID SPAN 0 q') 1.480 .125 ly - 1/VENT METALLIC SWEEP LATCH - A7 I00 SPAN O: ,077 2.201 1281 #e X 3/4' 1 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH sM5 Q 15 1.375 MTG. STILE REINF. 13 TM-141A AS READ. GLAZING BEAD(LAMINATED GLASS) 0063-TB - .313 .583 .065 1.000 73A 7M-181 AS REOD. GLAZING READ(INSUL.LAM.GLASS) 8083-TB - 1 .500 14 TM-154 AS REQD. WIND LOAD CLIP,4"LONG 6063-76 - O 1.420 2.312 is - 1/SOLE MEETING STILE REINFORCING 6063-T8 - ? � 18 - 2/SOLE FWEO STILE REINFORCING 6063-T8 - .107 '01� 17 W31225 AS READ. FIN SEAL W'STRIPPING(.270'X.220'HIGH) WOOL - t0 SILL TRACK O JAMB STILE is W43371 AS REOD. FIN SEAL W'STRIPPING(.187"X.370'HIGH) WOOL - 19 W43201 AS READ. FIN SEAL W'STRIPPPIG(.187"X.200'HIGH) WOOL - 0 rpt 1.071 2.312 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8'X 1/2'X 1-7/16'LONG & pp 18 FIX. STILE REINF. 21 - 2/VENT VENT ROLLER HOUSING&GUIDE PLASM AT EACH ENO < .082 .OSS 22 - VENT ROLLER/WHEEL BRASS - C) 1.255 7Yp, F _ 1.298 23 812 X 1' 2/CORNER FRAME ASSEMBLY SCREWS P.H.PHILLIPS SMS o Z 2.373 24 010 X 1' 2/CORNER VENT ASSEMBLY SCREWS - P.H.PHILLIPS SMS 1.3751.000 - 1546 ,849 25 - 1/LATCH VENT LATCH SPRING ST.STEEL - _ U •S� 1.235 26 W31175 AS REOD, FIN SEAL W'STRIPPING(.187'X.175'HIGH) WOOL - 0:F6 O m m ii SILL CLIP ADAPTER Z7 TM-151 1 SILL RISER 6063-T6 - Za n 1.750 .062 28 AS READ. SETTING BLOCKS EPDM DUROMETER Sots SHORE A �i Z yf, r� i,. d� 8O MEETING STILE t2 VENT LATCH GS F-1 a r O 2.312 2.312 .055 .055 •435 .183- .M 783 Ig;�y rg 1.7190 � (TLC''�_Ty1^�`J�J7 T ,BpO��II' .040 85,85 2 .5401 D U. j Ggi 1.4371.0001.237 1.375 1.0001.237 �I .91.750GLAZING BEAD GLAZING BEADO FIXED STILE (SPRING LATCH 6A FIXED STILE (SWEEP LATCH (LAM.GLASS) (INSUL..LAM.CLASS) O FRAME SILL TOP Go ••• • • • • •• • 1ff64 • • Z6 3.069 • • •• • • • m •• S37 �S'�8„� • • • • • • • 0 a m v m w • •• • A. • • •• .082 O A 1YA .062 1.919 1.799 EW.JAVADJAVAD�M ,B 2.628 PRODUCT ILB7/[SED 4+ .092 •Ai• 2 •• .263 •3.166 • 3.042 CMI. as complying tailfi the Mudd y 1 FIA.PE 70592 75 082 • • • • i • • CAN.3 36 Building CoddIYP. 1.858 • • • • • • • Acceptance No • • • •• • • • ell't�G .183 Ex imt on DAta q • • • •• • A��e`ty �� • t • • D' BY Mi IDaft P a drawing no. 3.069 .875 .87s d 7 2�I5 + W08-81 O FRAME SILL BASE • QFRAME•IAMBI -•VE1AIT•• (D"AME JAMB - FlXED27 SILL RISER sheet 6 of 7 • • • • • • • • • • ••• • • • ••• • • #10 Z2) 012 x 1 1/4'PH.SMS. (2)010 x 1'PH.SMS. (21 MB x 1'PH.SMS. AASSSEMBLY SCREWS ASSEMBLY SCREWS ASSEMBLY SCREWS • I Z 3 c� \ 0 o. oQ C 28 I g 0 ab � O 0 FRAME TOP CORNER co � tD Yi FIXED MTG. RAIL TOP CORNER T VENT TOP CORNER M (4)012 x 1 1/4'PH.SMS. J W ASSEMBLY SCREWS J o 0 � zam O ^ n. W �a � In m 19 19 �. C (2)010x I"PH.SMS. lazz�Z ASSEMBLY SCREWS • •• . .. FIXED MTG. RAIL BOTTOM CORNER - I e Ear.JAYAO AHMAD PRADUCT REVESED � • • •• . FLA. 4 70892 us complyinS with ft Norm • • • • .00 • • (2 10 x 1'PH.SMS. CAN. 38 Bu+lamscoeo I1S"OSo 2q e FRAME BOTTOI?L&NES: • • • • • • ASSEMBLY SCREWS Acceplaneo No g —� . • • • • • • mltonDeto 0 0 00 se •• • •. . • • VEW ROTEOMCORNERROTEOMCORNER BY M oCeprodicet drawing no. W08-81 0!* • • • • ••• • • F44'RO 7 20 1.' sheet 7 of 7 • •• •• • • • •• ••