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WS-18-208 Inspection Worksheet t ,Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone:(305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-296121 Permit Number: WS-1-18-208 Scheduled Inspection Date: April 20,2018 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael ' Inspection Type:. Final Owner: GIORGI,PETER .._.......... Work Classification: Window/Door,Replacement Job Address:42 NE 96 Street Miami Shores, FL 33138- Phone Number (305)98471767 Project: <NONE> Parcel Number 1132060130640 � _ Contractor: V&V WINDOWS INC Phone:.(306j888-4151 Building Department Comments REPLACE 3 WINDOWS&2 IMPACT DOORS Infractio -Passe3 Comments INSPECTOR C6-MMENTS False r " AF Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 19,2018 For Inspections please call: (305)762.11949 Page 8 of 25 r { Permit No. 1NS-1-1$- $ Miami Shores Village Permit Type.`WindOWs/Shutters 10050 N.E.2nd Avenue NE Penn "It Classification. Window/Door keplacern Miami Shores,FL 33138-0000 Permit Status:APPI� }V Phone: (305)795-2204 FoxivA Issue©ate:2/91201$ FExpiration: g81q$l2ED 01$ Project Address Parcel Number Applicant 42 NE 96 Street 1132060130640 Miami Shores, FL 33138- Block: Lot: PETER GIORGI Owner Information Address Phone Cell PETER GIORGI 1221 SW 14 Street (305)984-1767 MIAMI FL 33145- 1221 SW 14 Street MIAMI FL 33145- Contractor(s) Phone Cell Phone Valuation: $ 5,162.39 V&V WINDOWS INC (305)888-4151 Total Sq Feet: 0 Type of Work:REPLACE 3 WINDOWS&2 IMPACT DOORS Available Inspections: No of Openings:5 Inspection Type: Additional Info:REPLACE 3 WINDOWS&2 IMPACT DOORS Window Door Attachment Classification:Residential Final Scanning:3 Review Building r: Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# WS-1-18-66247 DBPR Fee $2.25 02/09/2018 Check#:3116 $ 122.85 $50.00 DCA Fee $2.00 Education Surcharge $1.20 01/26/2018 Check#:3115 $50.00 $0.00 Permit Fee $150.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $172.85 In consideration of the issuance to me of this permit, I agree to rf rm the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings st a ents or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done y t r myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WIN O S D ORS,ROOFING and SWIM G POOL work. I OWNERS AFFIDAVIT: I certify that all the foregoing inform i a curate an all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above- ed co do the work stated. February 09, 2018 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy February 09, 2018 1 hhiafi'l SHOles iiiacige y R�CF-�"�71D \� Building Department JAN �s 10050 N.E.2nd Avenue,Miami Shores,Florida 33138`� Tel:(305)795-2204 Faso(305)756-8972��\r INSPECTION LINE PHONE NUMBER:(305)762A949 N BY:— - F1BC 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. MUILDING n ELECTRIC ❑ ROOFING REVISION [:]EXTENSION RENEWAL PLUMBING n MECHANICAL PUBLIC WORKS CHANGE OF EICANCELLATION .SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 2L1 6 61,9 Is the BuildingHistorically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ( `1� NtY' (1-1 O Phone#: 'tCS "a-01- Address:` City: State:-FL— rip: �53 I`F Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Y ey L lle I_ � Phone#: a)s Address: J_�:'� VV (kti(Q City: OiQl Qa f\ State: 1:7L- Zip: 7�3© 10 Qualifier Name: 1;111t0AIR dZOWI� 7/17 . Phone#: State Certification or Registration#: r,5'c') 00 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work forthis Permit:$ F;1(0 Square/Linear Footage of Work Type of Work: 0 Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: W 4- Specify color 0Color thru tile: Submittal Fee$ 5D 'Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond TOTAL FEE NOW DUE S Bonding Comparzv's Name(if applicable). � - r Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address Ct ity State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: 1 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. Signature Signature or AGENT *C&TRACTORG The foregoing instrument was acknowledged before me this The foregoing instrument _was acknowledged'before me this _day of -rev eu V1 ri 120 '1� ,by day of i'> �U � ,20 l� by o2,g o is person sun to 1`L` too ram c�' nail 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: Sign: Sign: Print: I kn SC40 Fari2aPrint: _I tOn -Fayi ar. Seal: >� � pqn Seal: ��"r"6'�, LNotary PublicState Soto Farias N da My Commission Expires 04/21/2020 tbtY M00 N Commission No.FF 984619 Bonded thru Aaron Notary sssssssssssssssssssssssssssssss ss sss ss sssssssssssssssssssssssPlansExain sssssssssss + APPROVED BY � � mer Zoning Structural Review Clerk Property Search Application - Miami-Dade County Page 1 of 1 OFFIC OF THE PROPERTY' APPRAISER Summary Report Generated On: 1/24/2018 Property Information 9 Folio: 11-3206-013-0640 ;t 42 NE 96 ST Property Address: '; Miami Shores,FL 33138-2724 _ Owner PETER A GIORGI42 NE STt d Mailing Address MIAMI, L 3145 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ JI Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 ti Living Units 1 Actual Area Sq.Ft ,tera� Living Area Sq.Ft Z Adjusted Area 2,991 Sq.Ft Taxable Value Information Lot Size 10,725 Sq.Ft 2017 2016 2015 Year Built 1948 � County Assessment Information Exemption Value $0 $0 $100,000 Year 2017 2016 2015 Taxable Value $464,049 $464,365 $66,523 Land Value $267,952 $267,952 $203,893 School Board Building Value $193,761 $194,047 $194,333 Exemption Value $0 $0 $25,000 XF Value $2,336 $2,366 $2,196 Taxable Value $464,049 $464,365 _ $141,523 Market Value $464,049 $464,365 $400,422 City 0 Assessed Value $464,049 $464,365 $166,523 Exemption Value $ $0 $50,000 Taxable Value $464,049 $464,365 $116,523 Benefits Information Regional + Benefit Type 2017 2016 2015 Exemption Value $0 $0 $50,000 Save Our Homes Cap Assessment Reduction $233,899 Taxable Value $464,049 $464,365 $116,523 Homestead Exemption $25,000 Sales Information Second Homestead Exemption $25,000 Senior Homestead Exemption $50,000 Previous Sale Price OR Book-Page Qualification Description Note: Not all benefits are applicable to all Taxable Values(i.e.County, 12/19/2017 $880,000 30806-1185 Qual by exam of deed School Board,City, Regional). 06/09/2015 $550,000 29677-3358 Qual by exam of deed 06/01/1973 $80,000 00000-00000 Sales which are qualified Short Legal Description + MIAMI SHORES SEC 1 AMD PB 10-70 ' LOT 7&W1/2 LOT 6 BLK 5 LOT SIZE 75.000 X 143 CF 73R126457 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser 11 and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 1/24/2018 VANDVWI-CD AGESSING ACORD° CERTIFICATE OF LIABILITY INSURANCE DATE 01/25/2018 O 01/25/2018 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 I BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Gateway-Acentria Insurance LLC PHONE FAX 2430 West Oakland Park Blvd. (A/C,No,Ext):(954)735-5500 (A/C,No),(954)735-2852 Fort Lauderdale,FL 33311 Aool :certificates@gatewayins.com INSURERS AFFORDING COVERAGE ? NAIC# INSURER A:Brid efield Employers Ins Co 10701 INSURED INSURER B: V&V Windows,Inc.dba Labrador&Fundora Corp. INSURER C: Attn: Mr.David Labrador 2355 W 4th Avenue INSURER D: Hialeah,FL 33010 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 IADDLVSD SUER POLICY NUMBER POLICY EFF POLICY EXP LT IN WVD MM/DD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE r—]OCCUR DAMAGE TO RENTED PREMISES Ea occurrence) $ MED EXP(Any oneperson) $ PERSONAL&ADV INJURY $ 1 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY D JCT F LOC PRODUCTS-COMP/OPAGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED BODILY INJURY Per accident $ _ AUTOS ONLY AUTOS �� AUTOS ONLY AUOTOS ONLY PPeoacEciidentDAMAGE $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED T RETENTION$ $ A WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY Y/N _ STATUTEER ANY PROPRIETOR/PARTNER/EXECUTIVE, 83048109 05/10/2017 05/10/2018 100,000 E.L.EACH ACCIDENT $ (Mandatoryin NH) CLUDED7 N/A 100,000 E.L.DISEASE-EA EMPLOYEE $ If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) ) Re:License#17BS00112 Marino Martinez 0023 Glass&Glazing t CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN f g 10050 NE 2 Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD +�...-- CERTIFICATE OF LIABILITY INSURANCE I,aATE(MM1Dp/YYYYj 1 Ot/25/20.18 TIHS CERTIFICATE IS ISSUED ASA 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 I 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 certiticate holder 13 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 l certificate holder in Lieu"of such endorsemengsj. r PRODUCERCONTACT" -- Jorge Luis Gonzalez Florida,Bankers Insurance PHONE (305)715-1243 to X Nok (305)225-5053 961-963 SW 122 Ave E-MAIL DR6_ )orgeiuis@Iloddabankercinsu'rance.com Mlaml,FL 33184 INSURERS AFFORDING COVERAGE Phone (305)225-1243 Fax (305)225-5053 NAicu INsuRERA: Covin on Specialty Insurance Company INSURED �� .. ._......_.. - 1NSURER B:.. . . j Labrador&Fundora Corp/Dba V&:V Windows INsuRERC: 2355 W 4 Ave INSURER D: i INSURER E: Hialeah FL 33010 I 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. NOTVMTHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF'ANX CONTRACTOR OTHER DOCUMENTVMTH 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. '1 INSR ADOL U$ CY EXP I' LTR TYPE OFINSURANCE POGPOLICY EFF POLI POLICY MMfOD MMfD /YYYY LIMITS ` COMMERCIAL GENERAL LIABILITYEACHSOCCURRENCE s 1,000,000.00 CLAIMS-MApE ® OCCUR DAMAGETO'RENTED PREMISES(Ea'oxurredcei_ E 1.00.000.00 A ❑ VBA511092 01/16/2018 01/16/2019 MED ECP(My ane person' $ 5,000.00 PERSONAL&ADV INJURY $ 1.,000,000:00 GENT AGGREGATE LIMIT APPLIES PER —_ ©'POLICY !❑,/ECT' El LOC TGENERALAGGREGATE'. s 2,000,000.00 PRODUCTS COMP/OP AGG -s 2,000,000.00 El OTHER AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ Ea acc dent ._-� .;ANY AUTO s --- - ALL OWNED BODILY INJURY"(Per person} '$ ❑ AUTOS SCHEDULED ❑ AtJT05 BODILY INJURY(Per acciden $ y, ❑ 'HIRED AUTOSAUTOSNONOUNEO C❑ AUTOS PROPERTY AMAGE - $ Per acciden .� s ❑ UMBRELLA LIAR ❑OCCUR �EACH OCCURRENCE I $ �❑ EXCESS LIAR ❑CLAIMS-MADE } 1 AGGREGATE I E El DED' ❑. RETENTION$- � --fYE WORKERS COMPENSATION - -� .PERTLITE .OTH �--` i AND EMPLOYERS'LIABILITY Y'l N -ANY PROPRIETOR1PARTNER�tkECl1T1 ��--� ' B OFFICER/MEMBEREXCLUDED? yE`��N/A EL'EACHACCIDENT $ „ ;(Mandatory in NH) J EASE-EA EMPLOYE j $ :If yes, E,L.DIS .describe under - ,,,�— F DESCRIPTION OF OPERATIONS below E.L.DISEASE POLICY LIMIT $ DES .. - . '"' CRIPTION OF OPERATIONS!LOCATIONS'VEHICLES{Attach ACORD 101;Additional Remarks'Schedule,if more space Is required) i Door or Window MFG and installation. C Lisence 0023 glass&glazing, Marino Martinez,License'Number 17BS00112. I I� 1 CERTIFICATE HOLDER CANCELLATION _ _1 iSHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 1 MIAMI'SHORES VILLAGE, THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2Nd AVENUE ACCORDANCE WITH THE POLICY PROVISIONS.. I MIAMI SHORES`,FLORIDA 33138 J ` AUTHORIZED REPRESENTATIVE_ ACORD 25(2014/01)QF Q 1988-2014 ACORD CORPORATION. 'All'rights reserved. The ACORD name'and logo are registered'marks of ACORD I ' F a 001331 Local Business Tax Receipt Miami-Dade County,.Staie of Florida -THIS IS'NOT.A131LL-ZDO NO7-PAY 61.1765B� T BUSINESS NAMEILOCATION RECEIPT NO. V&V WINDOWS INC RENEWAL EXPIRE$ 2355 W 4 AVE 197x733 SEPTEMBER 30, 2018 HIALEAH FL 33010 Must be displayed at place of business Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS LABRADOR&FUN DADORA CORP 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED t Workers' 1_7.-B..S0.0..1.1,.2.,, ., . „_. , ._.,., BY TAX COLLECTOR $45.00..07/2012017.... FPPU0frX7=0153t9':.'� This Local Business Tax Receipt only confirms paymerd 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 governments[ or nongavernmentalsagulatory laws and requlrementswhich.apply:to tho'businessr.-.-- The RECEIPT NO.above must be displayed on.all commercial vehicles-Miami-Dade`Code Sec 8x-27& For more information;visit www.miamidade.goy/taxcollipcto 000602 71) Local Business Tax Receipt'. Miarnj-Dade County, State of Florida. . -THIS IS NOT A BILL-:DO NOT PAY- ,.61:.1765 B T. t BUSIN ESS'NAME/L'Ot ATfON`•••."-' -' ' RiCE1PT 1110.t _ V&V WINDOWS INC .RENEWAL EXPIRES 2355 W 4 AVE 6177.65 SEPTEMBER 30, 2018 HIALEAH FL 33010 Must be displayed at place of business Pursuant to County Code Chapter 8A—Art.9&10 ' f OWNER SEC.TYPE OF BUSINESS LABRADOR&FUNDADORA CORP 214'RETAILSALES PAYMENT RECEIVED BY TAX COLLECTOR Employee(s) 6 J. $45.00 07/20/2017 4 FPPU06=IJT` 1532 ::' .° This Local Business Tax Receipt only confirms payment of the Local Business Tex.The Receipt Is not a license, permit,ora cerdfloation.of the holder's qualifiications to do business. Holder must comply with any govermneMel•- ar nongovernmental:regulatory-laws and requirements which apply to the business..... The RECEIPT N0.above must be displayed on all commercial vehicles-Mlaml-Dade Code Sec 8a-276.. For-more information,vish www mlemidede novAoxcolleotor t t t 3 t Municipal Contractor's Tax-Receipt Miami-Dade County, State of Florida Y -THIS IS NOT A BILL-DO NOT PAY VA V I CC NO: 17BSDO112 BUSINESS NAME/LOCATION RECEIPT-NO. EXPIRES V&VWINDOMINC GX r 2355 W4 AVE 7514753 SEPTEMBER 30;`20,18 HIALEAH,FL 33010 - ' Pursuant to County'Code SeC 10-24 OWNER TYPE OF BUSINESS LABRADOR&RINDADOR4CORPt SPECIALTY BUILDINGCONTRAGTOR PAYM ENT RECEIVED BY TAX COLLECTOR 175.00 10/02/2017 0210-18-000011 This receipt is not valid in the following Municipalities:Aventura,Doral,Hialeah,Key Biscayne, Miami C3ardens,Miarri Lakes,Palmetto Bay,Pinecrest,Sunny Isles Beach,Town of Cutler Bay. MIAMI,DADE For more information,visit www.rriarniclademoy/taxcollec i Construction Trades ualifying Board ' 'w^ BUSINESS CERTIFICATE OF COMPETENCY 17BSOOI 12 ' LABRADOR&FUNDORA CORPORATION max. D.B.A.:V&V WINDOWS MRTtZ M INO AR Is certified under the provisions of Chapter 10 of Miami-Dade County wiF Vr V^'S. x h� AJC sa x T O"WALIFYING TRADE(S)--"--, tul 0023 GLASS GLAZIN _ a r .,M i , re a h. r s y w z� befe r a H. E F 1 SORFS 1tlC.19aj Miami Shores Village Building Department sell N1got" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 filpp�A Fax: (305)756.8972 a Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed'glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, F etc..Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NQA). Acknowled t: Qualifier/ r Signature Date Print Name s . { 0 Miami shores Village Rossp.. Building Npartment- 10050 N.E.2nd Avenue Miami Shores, Florida 33138 OR Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two(2)copies of drawing of the building,showing location of the windows,doors and shutters to be replaces. ❑ Two(2)copies of the Comparison Chart,with all the required information.(NOA approval number,size of each opening,(width and height),opening design pressures,and design pressures for each component taken from the-individual NOA,"Notice of Acceptance') ❑ Two(2)copies of Stats of Florida or Miami Dade County approved NOA for each different components being installed.(Windows,Doors,Mullions,Fixed Glass,shutter) 0 Florida Building Code-Existing Building,section 706.4 Replacement of windows and doors.The replacement of garage doors,exterior doors,skylight,operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code,'Building. Exceptions: 2. Opening protection exception for High-Velocity Hurricane Zones.For one-and two-family dwellings constructed under codes prior to September 1,1994,the replacement of exterior doors with glazing,sliding glass doors,glass patio doors,skylights,and operable and inoperable windows within any 12-month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening.The minimum opening size:(20"wide x 24"high) ❑ If Owner is doing the work,include the Owner Builder Disclosure. 0 Require inspections:Buck(if greater than lx),Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY.WINDOWS,DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL.GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11(17/2014 4 .537720755.714191.jpg 2,250x3,000 pixels 1/15/18,10:20 AM b e ftla lltd OOagotlppy piip�ed_ 9nd rctum to: 8k.,r„ Andrew U.Dinnerstein Law Firm of GaryM.Singer.P.A. 1391 Sawgrass Corporate Pkwy Sunrise.Fl,33323 9-54-851-1448 File Number. 9541-0253 (Spa Atone This lie For Reoardmi;Dahl Warranty Deed This Warranty Deed made this 1916 day of December,2017 between Lead USA,LLC,a Florida limited liability company whose pori office address is 235 Lincoln Rd.,Ste.310,Miami Beach,FL 33139,grantor,and Peter A.Giorgi, a single man v6lww post office address is 42 NE%Street,Miami,Fl.33145,grantee: (Wlxwm used b=a&r tans•¢amt'and Vint e ivalude as&e pain as this' and&a bcim.1gd.gze m= and ams of i&'i&nK and®e woomm and*aWs of wponums,tuft orad vasv=) Witnesseth,that said grantor,for and in consideration of the sum of TEN ARID NO1100 DOLLARS(S10.00)and other good and valuable considerations to said grantor in hand paid by said grantee,the receipt whereof is hereby acknowledged, has granted,bargained,and sold to the said grantee,and grantees beta and assigns ibm%r,the following described land, situate,lying and being in Mis mi-Dade County,Florida to-wit i The West Ooe h df(IR)of Lot 6 and All of Lot 7, Bloch 5,of Amended Plat of Miami Shotes, Section No.1,according to the map or plat thereof as recorded in Plat Book 10,Page 70,Public Records of Miami-Dade County,Florida. Pared Identification Number-111-3266-4110-" pd i Together with all the tenements,hereditaments and apprrtmaoar thereto belonging or in anywise appertaining. To Have and to Hold,the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said lard in fee simple;that the grantor has good right and lawful authority to sell and convey said bund;that the grantor hereby fully warrants the title to said land and will defend the same against the bnvU claims of all persons whomsoever.and that said land is fm of all enearahranees,accept taxes accruing substgetent to Dec mber 31,2017. s i DoubleTbaao https://connect.xfinity.com/appsuite/epi/mail/537720755.714191.jpg—chment=2&user=2&context=9869070&decrypt=&sequence=l&delivery=view Page 1 of 1 I 5°J720786.576371.jpg 2,250x3,000 pixels 1/15/18,10:23 AM w ' 5 lf>rr�'th/tet0ig Ira bw atd 02'a copy Mtbo hoanut In Witness Whereof,grants has hereunto set grantor's hand and seal the day and year fust abc@V.`vritten. ]' Signed,sealed and delivered in our presence: Ltmi U$A,L By LC- �2it/t Ni �Name: ,k-�-H !11Lt tltYS " Toni,President, — " [amu Seal) •NimessNamei •: t' +,I/I'G State of Florida Canty of Broward i The foregoing instnunent was admowledged before me this_"day of December,2017 by Loris Tani of Lrmi USA LLC, on behalf of the ompomtion. He/she U is personally known tome or[X]has produced a drivices license as identificatiai: [Notary Seal], Notary Public Printed Name: My Commission H guess _ } W—awy Med P%p 2 - noubbTkmw,._..._.... 1 t { https://connect.xfinity.com/appsuite/api/mail/537720786.576371.jpg_.chment=3&user=2&context=9869070&decrypt=&sequence=I&delivery=view Page 1 of 1 r Property Search Application-Miami-Dade County i 1/10/18,10:53 AM +�'• 1 ' � I •1 1 � �! � is When buying real estate property,you should not assume Brat property taxes wll remain the same.Why there is a change in ownership,the assessed value d the property may IMPORTANT reset to tut marital value,which conk!result in higher property taxes.Please use our Tax Estirrwbr to apprauira your new property taxes. MESSAGE The Property Appraiser does not send tau bills and does not set or tolled taxes.Please visit the Tax Coledoes website directly for additional information. Go( Address a Owner Narne Subdivision Name Folio 1 SEARCH: 42 rte ss street,miami,fl Suite D Print Results EXACT YATt�I IST f QIND FOR SEARQ{CI�iEI{�EI�iEI 1 PUMU NAMM AIS UM BELOW. Click on the Folio number to view property delais FOLIO: 1132OM3 M SU84"ISIOtt 111AMi SHORES SEC 1 AMD OWNER: ZUNI USA LLC PROP ASR: 42 NE 96 ST J MUM SNORES The Olke of the PropalyAppreiser is oadnually editing and updating thetas roti-itis webs,mre r nit retard the mostarrent idameft on rend.The Property Appraise and MkwrrF)ade Cordy assures no Ilabity,see tali_A and Uma Agednentathl1pNaaw3damidadegwMfok55daknerasp For Inquiries and agger anal us at rdy7/ww.munidede- .aspx. i-- Version:20.3 =P=S BENEM ZEAL ESTATE TUNBLE PUB= FMREM OWTILS TAX ROIL ANWHAT PRO 9ff Deployed Miliary 40 Yr Building Appealing your Assessment Address Blocking Property Search Appealing your Assessme Re-Certification Disability Exemptions Assessment Information Change of Name Property Sales Reports Appealing Your Assessment Search Homestead Change of Address Tax Estimator Defective Dryvral Fxerrrpbons Institutional Charge of Ownership&Title Tax Comparison Folio Numbers 6dension Requests Senior Ci tens Declaration of Condominium Homestead Exemption and Mortgage Freud Filing Returns Patabft More> More> More> More> More> Mc a i:J2= Privacy Statement Disclaimer About Us ADA Nofics Contact Us �+ ®2014 Miarri-Dade County.All rights reserved. 4 http://www.miamidade.gov/propertysearch/#/ Page 1 of 1 I r { DESIGN WIND PRESSURE CALCULATIONS - ASCE 7-10 CUSTOMER COMPANY NAME: 0000 V & V WINDOWS 2355 W. 4TH AVE. 0000.. . 0000.. HIALEAH, FL 33010 0000.. 0000.. PHONE,(305) 888-1042 0000 . .. 0000. 0000.. 0000 0000. .. .. .. . 999999 900090 00 00 0 0000.. . . . .0090. 99 9 PROJECT: Windows and Doors Installation at: 42 N.E. 96TH ST. MIAMI SHORES, FL. 33138 ` F RUBEN JUAN PUJOIL ARCHITECT P.A. A.I.A.AR#0010458 AA#26002479 N.A.C.A. V � OF F LOR/�q�'e PHONE: (305) 968-2155 ,��:••��. Pu✓O� FAX: (305)253-7258 �Q` 0� NCR , EMAIL: SPUJOL4337@AOL.COM jr co 12237 S.W. 204 TERRACE. MIAMI, FL. 33177 MAILING ADDRESS: P.O. BOX 771628. MIAMI, FL. 33177' '0 `R r 1/23/2018 {. ;'••.:...•••��G.� �ERE0 . t DESING WIND PRESSURE CALCULATIONS -ASCE 7-10 Client: V&V WINDOWS.2355 W.4TH AVE.. HIALEAH, FL 33010 Job: 42 N.E. 96TH ST.. MIAMI SHORES, FL. 33138 Design Pressures have been determined in accordance with ASCE 7-10 based on the following criteria: Building Category: II Exposure Category: C 1 Enclosure Type: Enclosed .•.. Building Mean Roof Height(Ht): 14.5 ft. �....� ...... Minimum Building Width: 54.2 ft. • • • Roof Slope: 4 :12 18.4 Deg. •••••• ��•��• ••••!• Basic Wind Speed (V): 175 mph •••:.•• • • ASD: P=0.6w •••• •• • Kd: 0.85 • • .... . .. ..... Kz: 0.85 • Design Velocity Pressure; q: 0.00256• Kz• Kzt• Kd•VZ •• •• •• ••'•;• wq: 33.94 psf •••••• • Internal Pressure Coefficient; Gcpi: f 0.18 • • ' Design Pressure; P: q [(Gcp)t(Gcpi)] '• • •• • ' a Notes: y 1.Wind load calculations are based upon a mean roof height and tributary area as noted. Contractor shall verify'mean roof height in field and notify if higher than noted. 2. "END Zones"pressure are applicable to openings that'are within: 5.4 ft.of building corners. Mk Description Width-- H- eight Trib.Area Zone Conf. GCp Design Press. s inches inches S .Ft. Max Min Positive Negative HR1a HORIZONTAL SLIDING WINDOW 90 505/8 10.54 5 XOX 1.00 -1.39 39.91 -53.35 PW1 FIXED WINDOW 471/4 821/2 27.07 4 O 0.92 -1.02 37.46 -40.85 FD1a ALUMINUM DOOR 74 81 20.81 5 XX 0.94 -1.29 38.14 -49.81 FD2a ALUMINUM DOOR 395/8 83 22.83 5 X 0.94 -1.27 37.90 -49.33 c 1 1 Page 1 of 1 f MIAW ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Labrador&.Fundora Corp dba V&V Windows 2355 W 4th Avenue Hialeah,FL 33010-1454 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 A14J (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'1?tantier, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, moZifyp or suspei?d Me use of•••;• such product or material within their jurisdiction. RER reserves the right to revoke this acceptnc:, iT it is Lte>tined by Miami-Dade County Product Control Section that this product or material fails to meet the regVirerne nts of the applicabl8** ...... . building code. •.•• •• • r This product is approved as described herein,and has been designed to comply with the Floridt] �4 lWing Colles,jrieluding •••• the High Velocity Hurricane Zone. 09000* .... ..:..' k DESCRIPTION: Series"300" Outswing Glazed Aluminum Door w/wo Sidelrte or door yd/Wct�,ansom�� ...... APPROVAL DOCUMENT: Drawing No. W10-08 Rev G, titled "Series Aluminum (tut--Cwing Entrar ce boor000000 (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on 03/29/17, prepared by AIS Faroo1 C0oiporationJ • signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control.104ion sto"p•with too••• Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Limitations: 1. See Design Pressure(DP)ratings in sheets 2,3,4 &5 for unit sizes Vs glass type.Lower Design Pressure from doors, sidelites or mullion shall control when doors are mulled(w/wo Reinforcements). 2. Door w/transom is limited to max.25-1/2"h Transom. 3. The maximum positive exterior DP shall be+66.30 PSF,where water infiltration requirement is needed. 4. Glass lite wider than 36"shall be supported with approved setting blocks or clamps per FBC requirements. 5. The frame area of alternate size shall not exceed 96 ft,nor panel tested area and max. panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 15-0310.05 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 Jorge M.Plasencia,P.E. 1\TOA No. 17-1011.02---1 MIAMbDADECOut-MExpiration Date: September 0I12020 4-tZ2 i Approval Date: December 21,2017 Page i Labrador& Fundora Corp dba V&V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No. W10-08 Rev F, titled"Series Aluminum Out—Swing Entrance Door (L.M.I.)", sheets 1 through 12 of 12,dated 02/24/10 and last revised on SEP 03, 2015, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files#12-0113.02/#10-0406.04) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 343,04 3) Water Resistance Test,per FBC, TAS 202-94(+SV.D PSF,•••• ••••;• sill S-1 only) •••••• ...... . ...... 4) Large Missile Impact Test per FBC, TAS 201;44:•• • 5) Cyclic Wind Pressure Loading per FBC; TAS I0i.94 .. 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 209.94 •••• •••.. along with marked—up drawings and installation diagram of an Aluminum alll'stiving FteaC4 •• •• doors w/wo sidelite and door w/Transom&sidelites,prepared by Americo; Test Lab o*fSouth 69 Florida, Inc., Test Report No. ATLSF-0403.02-08, dated 01/18/10, sig*d an4 sealed bye ••• • William R. Mehner,P.E.,Henry Hattem,P. E. and Edmundo J. Largaespada,.P. E. :6969' C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5" Edition),prepared by Al Farooq Corporation, dated 02/18/15 and last revised on AUG 13, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-02, 04 and -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. Dupont) for their"Butacite®PVB Glass Interlayer", expiring on 12/11/16 F. STATEMENTS I. Statement letter of conformance to FBC 2014(5 1h Edition)and letter of no financial interest,prepared by Al Farooq Corporation, dated 02/11/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D.Vega.(Suhinitted under previous NOA No. 10-0406.04) Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No 17-1011.02 �. Expiration Date: September 01,2020 Approval Date: December 21,2017 E- 1 Labrador& Fundora Corn dba V& V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (continued) 4. Florida Department of State, Div of Corporation, active listing of Labrador & Foundora Corporation, dated 05/07/19985. D. Florida Department of State, active fictitious name listing of V& V Windows, dated 08/13/15. G. OTHER 1. This NOA revises & renews# 12-0113.02, expired on 09/01/15. 2. Test proposals 07-3564 &test proposal dated 10/20/08 approved by BCCO. 2. NEW EVIDENCE SUBMITED ""• •••••• A. DRAWINGS •••••• • 1. Drawing No. W10-08 Rev G,titled"Series Aluminum Out—Swi1W.Fp4rance Noi • (L.M.I.)", sheets 1 through 12 of 12,dated 02/24/10 and last revised.on 03/29/.].7, • ;••••; prepared by Al-Farooq Corporation, signed and sealed by Javad Ahrnndo,P.E. ••• ••... ...... .... ..... .. .. .. . ...... B. TESTS •�•��• •• . • 1. . None. � �•��•• C. CALCULATIONS '• •• • 1. Anchor verification calculations and structural analysis, complying with FBC S'h•• Edition (2014) and FBC 6"Edition(2017),prepared by Al Farooq Corporation, dated 09/25/17, signed and sealed by Javad Ahmad, P.E. ' D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifoi®Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 5`Edition (2014) and FBC 6"Edition (2017)and letter of no financial interest,prepared by Al Farooq Corporation, dated 07/10/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises # 15-0310.05, expiring on 09/01/2020. Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No 17-1011.02 Expiration Date: September 01,2020 Approval Date: December 21,2017 E-2 �u a� p M � Mw�N e a0� 0 0 p tai paco .+ — QWZ�' 0 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. In 0 ? - SHUTTERS ARE NOT REQUIRED. z 0 5 W m ALUMINUM OUTSWING ENTRANCE DOOR _ SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM SEE SHEET 2. v SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. o SINGLE (0) SIDELITE SEE SHEET 4. o SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5. v LOWER VALUES FROM DOOR CAPACITY CAHRT, SIDELITE CAPACITY CHART OR [i SIDELITE MULLION CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM, t2 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION z o o a v v >o RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH 771E REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BEJ�J ISo uni o DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 4 J N 2 W 1/8" HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS TO THE BUILDING STRUCTURE. t .090` Interlayer .090" Interlayer ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS Trositol PVB t --- Trositol PVB AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE By 'Kuraray America, Inc. j By 'Kuroray Amedea, Inc. MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. -1/8" HEAT STREN'D GLASS J 3/16" HEAT STREN'D GLASS A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. - � ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE E S o Q SILICONE SILICONE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 0 o o o /DOW 995 DOW 995 ¢ c`� PECORA 895 PECORA 895 z COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE -o _ _ z m _ REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS, h o m m m AT 1/4 POINTS ON UTES THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 01 a rc z m I WIDER THAN 36" ONLY �^ / \ .a \ S 20 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY PO \ 20 II i \ O1 \ OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. m m / \, / !�I� \ / \ •• ••• • OONDIRONS 4NO10 SHOWY IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, o a, 25 25 1 ' ••)qND0r0 ff8E 4 EV9EW✓b BY BUILDING OFFICIAL. 11 / tt 11 / w \ / •• ••• •• • • • •• ``11111 ilii/r7j PRODUCT REVISED • ••• •as cyrpiying vtiVl jho Flprida 1� g :,z • • • • puiidingCode No 70592 - a' GLASS TYPE 'A' GLASS TYPE 'B' GLAZING DETAIL ••• 0 • ••�O:wo. 5/16"OVERALL LAM. GLAS 7/16"OVERALL LAM. GLASS AT SIDELITEfTRANSOM • • •• expo 020 �'V�! \ jr :•�` n e • • •• • �— • '• BY ISEOF drawing no. GLAZING OPTIONS Miami ad roductControi % `�p tF<dRlOP• �� W1 o_O$ ••• • • • • ••• • • '1 -e®��d lilt1t� �`\ sheet 1 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 39 5/8" MAX. 76"MAX. 0 FRAME WIDTH FRAME WIDTH o_ 12" 12" H8 "- -/S'LLJ MAX. 5" MAX 1 MAX.E' MAX. H��{ A ` {SFAo HEAD/SILL A SILL H ) _CORNERS CORNERS J1\ OUN 0 0 C4 HEAD & SILL ANCHORS O AT STILE ENDS II (4) AT 3' O.C. 0 y m ii / i �LUSH Oq Z O N ------ i LOCK OPBTIO S\ V' #1 OR 2 N .1 Z ty4 Q j (OPTION //1 SHO �� Q[u 01 2 m x o I co x s o i jX I SEE SET 10 N 0 M I N �--_ __--- LOCK OPTIONS \ II #1 OR #2 II (OPTON N1 SHOWN) \ 11 m \It i SEE SHEET 10 � X FLUSH a w \ ' / BOLT ° 11 I II W U ii 1 O w ACTIVE ACTNE L INACTIVE c c_C o rn 1 f vl S w>anm SURFACE APPLIED B E z SURFACE APPLIED _B v'S m w FALSE MUNTINS OR - �a FALSE MUNTINS OR `.� '�0 �° 3 t o 1p v DECORATIVE GRILL 1O > "' DECORATIVE GRILL 26 3/4" MAX. 26 3/4"MAX. 26 3/4" MAX. o ° I m" MAY BE USED MAY BE USED o 6 D.L. OPG, D.L. OPG. D.L- OPG. J'QO N S 36 3/4" MAX. 36 3/4- MAX, C--� LEAF WIDTH LEAF WIDTH 36 5/8" 73" MAX. DOOR OPNG. W. DOOR OPNG. WIDTH u u m m � o� L(X)— I r-3 DOORS LOAD CAPACPI7 - PSF `� {�' DOORS LOAD CAPACITY - PSF m o a a y SINGLE DOORS WITHOUT TRANSOM (X) k DOUBLE DOORS WITHOUT TRANSOM (JCR) � NOTE: ? � GLASS CAPACITIES ON THIS SHEET ARE DOOR DIMS. 4 SS TtPE CLASS TYPE DOOR DIMS.r LASS TYPE GLASS TYPE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION FRAME LEAF FRAME IFJ+F 1 FRAME LEAF FRAME LEAF1 •• EXT.(+) INT.(-) WIDTH WIDTH HEIGFIi HEIGI+TL l EXT.(+).10&.(-)( E3f.(y•I 1Nj(-= • •• DECLARATORY STATEMENT DCA05-DEC-219 WIDTH_ WIDTH HEIGHT HEIGHTI • • g 37-5/8" 34-3/4" 70.0 _ 80.0 70.0 80.0 _72:,-1,34--3/4" 70.0 • 80.0• .0 •• ` o o ., u 96" 93-3/B" 96" 93-3/8'i 39-5/8" 36-3/4" 66.3 75.8 76' 36-3/4 j 5 66.3 •75.8 96.31 76.8• : ••• \`11111 I i f 1//// O L — — — L 4 ") '1•Tn7 �\��® � b �',tLIGENSCc'..�J N GLASS D.L.O. DIMS. - .• ••• • ••• PRODUCT REVISED -s. r • • • • • • fi1N"diq�C�ewith the Florida /^ '�0.70592 D.L.O. HEIGHT = FRAME HEIGHT - 12" • • • • • • • 17-1011.02 77 0 3 t D,L.O. WIDTH (X DOORS) FRAME WIDTH - 12.875" • • • •• • • N�N —• / - a 5 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.50")/2 • • •• • ExiilfatlEr+date 9/01/2020 1;6 1 {'J t1,TEOF � 1y� drawing no. Mlaml-Oa mduct Control ••• • • • • ••• 7��®��'�'1111� sheet 2 of 12 so go a 0 39 5/8" MAX. 76" MAX. U FRAME WIDTH FRAME WIDTH �� o 35" 71 5/16" MAX. o D.L. OPG. D.L. OPG. "� m ti J I'll I'll Q h iv mHEA - " • . 5" MAX. ALUM REINF. 5MAX. MAXAATLUM REINF. 2 IEIA D/SILL HEAD/SILL SILL QQQF:. O yyCI m n}v 5Sg O CORNERS CORNERS O` C (3)ANCHORS TRANSOM ENDS AT TRANSOM ENDS AT 4-1/2"OC. C t m SINGLE DOORS DOUBLE DOORS r- a Cf Qa`OI IwoL QO0(2) ANCHORS E4 . 0owom a: � LL MN MAX. LL -Z 0FLUSH ZZTOLT r / __1L / _ GLASS DLO. DIMS. (TRANSOM) 0 C --,� -- w C — \ O.L.O. HEIGHT = TRANSOM HEIGHT — 4.625" w /''II m w 4 E \\ D.L.O. WIDTH = FRAME WIDTH — 4.6875" v •- v 0 LOCK OPDON� ro ti OPTION #2 SHO ) Q• I i x i SEE SHEET 10 m w I M Cc)w a N x w 2 ao d --iii -- LOCK OPTIONS \ 111 OR #2 \ II / z_ 0 0 ti \ I I (OPTION //2 SHOWN) SEE SHEET 10 \ii / I �•?�--«"oa 41��M m FLUSH z O>3 0 II It BOLT 1 'n v J=J ODM�IIJJJ \ \ o Q JVtVSh- ACTNE ACTIVE INACTIVE a RODUyCngREtV the FDlorida , Building Code i HOA-No. 17-1011.02 SURFACE APPLIED B z SURFACE APPLIED B FALSE MUNTINS OR �o FALSE MUNTINS OR z expiration Date 09/01/2020 s LL v DECORATIVE GRILL 8 8 DECORATIVE GRILL 26 3/4" MAX. t0 26 3/4" MAX. 26 3/4" MAX. 1O u gy ..� I o c�3 cg o MAY BE USED MAY BE USED Mla i-Da roduet Control o w o " D.L OPG. D.L. OPG. D.L. OPG. 36 3/4" MAX. 36 3/4" MAX. SILL ANCHORS u LEAF WIDTH LEAF WIDTH AT STILE ENDS NOTE: (4) AT 3" D.C. °1i °" rcrc� GLASS CAPACITIES ON THIS SHEET ARE 36 5/8" 73" MAX. BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR OPNG. W. DOOR OPNG. WIDTH AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 (0/x) • • • • • • • • � (0/i X) • •• • • • • • y o • • ••• • • • • AAAIAIIII!!!/f7 O DOORS LOAD CAPACITY - PSF DOORS LOAD � •ACI PSM• `1�X\�® A�� 'I� o SINGLE DOORS WITH TRANSOM (0/X) DOUBLE DOORS {PITH TRANSOM (0/XX) ; �'�',• GEN '•�® GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE*as _ � i -. DOOR DIMS. -_ _ .A. _ 'B' _ DOOR DIMS.. • ••L11 r 000,B L... `l n°`7 0 \ • G (1 ( iNo`70592' FRAME LEAF FRAME LEAF FRAME LEAF FRAME LEAF • • • • • • oma''\ •• ski,INT.(-) EXT.(+) INT.(-) • WQ.(+o INT.(,•) EXT.J+j INT.(:) • • S`::: = a e WIDD1 WIDTH HEIGHT HEIGHT WIDTH WIDTH HEIGHT HEIGHT _ !� I n f, 37-5/8" 34-3/4" 70.0 80.0 70.0 BO.D 72" 34-3/4" • •70.0• 71.0 i0.0• 71. • • • ••• /� I o 120" 93 " 120" 43-3/8" • ®••/ 'ISLE OF �¢/ drawing no. 39-5/6" 36-3/4" 66.3 75.8 66.3 75.6 76" 36-3/4" 66.3 70. 66.3 70. W10-08 fit I 11%%\\\ \ sheat 3 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 36" MAX. SIDELITE FRAME WIDTH �Y o 31 3/8" MAX. Z m D.L. OPG, 0 tz" agZ 2� � 5" MAX. Imo- HEAD a O o HEAD/SILL I SILL 0 w CORNERS Q; FGF t O UHC VOyji it cfOxQ 0. Q IL O G __J 11 L__ H =--n---_ O L z N_ I 02 a n Jamg n zmJ II wm� x M p 7y�N / N� II W M II U II o C� 3 Z O O d 1i3�M a M -- 3r 0 >� SURFACE APPLIED mw o a°n FALSE MUNTINS OR J N xw, DECORATIVE GRILL MAY BE USED 0 ) G u W m FIXED LITE (0) LOAD CAPACITY - PSF GLASS TYPES FIXED LITE DIMS. A I & FRAME FRAME EXT.(+) INT.(-)HEIGHT WIDTH y a LI 24" 70.0 60.0 i a 28'• 90" 70.0 80.0 NOTE: 32" 70.0 80.0 GLASS CAPACITIES ON THIS SHEET ARE •• ••• • • • • • •• BASED ON ASTM E1300-09 (3 SEC. GUSTS) „ 36'• 70.o eo.o • • • • • • • • • AND FLORIDA BUILDING COMMISSION 24" 70.0 75.6 • • •• • • •••• • DECLARATORY STATEMENT DCA05-DEC-219 • •• • • e • • • LAou o 26` , 70.0 71.2 • • • • • • • • 96 • � 32" 67.4 67.4 •• 000 •• • • • •• \\1111111/7 36" 64.1 64.1 ��`q��'®....•••ty �♦ � • ••• • PRODUCT SWy1SFp • • • • •as complying vdth tIV Fprida \ t N;o.70'92 .• • • • •Building Code 17-1 a1'�02 -'"` ' 1 t7 r o GLASS D.L.O. DIMS. fSIDELfTEI • • •• • • • D.L.O. HEIGHT = SIDELITE HEIGHT - 4625" • •• Expitatlon DatA09101i2020 )� I �!� O TATE OF ({/� drawing no. D.L,O. WIDTH = SIDELITE WIDTH - 4.625" By y �•, ORIDP.•'•�\�� W1 0,_0$ SIDELITE FRAME WIDTH Miami-7d roduct Control _ ••• • • • • • • • 7777 1��\ \\ sheet 4 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SIDELITE MULLION CAPACITY - PSF 144 -- W 2 SIOEUTES WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM OVERALL FRAME WIDTH /pl I �V 0 NOMINAL SIDELITE SIDELITE 31 3/8" CLUSTER OF 12 SIDELITE LEAF FRAME WIDTH WIDTH HEIGHT W/O REINF. TI/ ALUM REINF. INCHES INCHES INCHES EXT.(+) INT.(-) EXi,(+) INT.(-) 12 //��(4) ANCHORS D.L. OPG. 3„ AT HEAD/SILL HEAT I- MIP 4 24 70.0 80.0 70.0 80.0 TYP / _ \ SILL ~ 28 70.0 80.0 70.0 80.0 A 32 36-3/4 80 70.0 80.0 70.0 80.0 Q O t) O 36 70.0 80.0 70.0 80.0 a 40 63.0 72.0 63.0 72.0 I p 7 LL 24 70.0 80.0 70.0 80.0 28 70.0 00.0 70.0 80.0 H I I i / \ FLUSH 1 Q'0 ro g 32 36-3/4 84 70.0 80.0 70.0 80.0 I I I I // I OtT i Q p,p Q 36 70.0 80.0 70.0 80.0 ___JL--- nr.a Z C N 40 63.0 72.0 63.0 72.0 11 II \ w D N 24 70.0 BO.o 70.0 80.0 I L I E \ IL z N-o 70.0 80.0 70.0 80.0 I I ltji LOCK OPTION§ IS 2g 1 1 C$ II II I(!7 OR#22 II J 2 M d 32 70.0 80.0 70.0 80.0 J6-3/4 90 (OPTION #2 SH \ u Q w m f F O ) 1 36 70.0 75.7 70.0 80.0 w '� a II a li SEE SHEEP 10 24 70.0 74.7 70.0 80.0 = M 28 70.0 70.1 70.0 90.0 36-3/4 96 32 66.0 66.0 70,0 B0.0 3g 64.1 64.1 70.0 80.0 it \ I1 / 1 o m / c I I I ii1 ALUMINUM FLUSH I I I I I 12 STIFFENER n kL \ /�OOLT Z a�0Ir d it K 1 `� Yro o ACTIVE INACTIVE So n it / yy11} M 0 46 v II B 1:1Z SURFACE APPLIED FALSE MUNTINS ORI DECORATIVE GRILL 31 3/8" MAX. 26 3/4" MAX. 26 3/4"MAX- < v n=F NOMINAL SIDELITE WIDTH LEAF WIDTH MAY BE USED D.L. OPG. D.L. OPG. D.L. OPG, 0 NOMINAL ALUM REINF. DOOR OPNG. WIDTH SIDELITE WIDTH 36 3/4" MAX. USE AS PER CHART N i 1/2" 36-5/e" MAX. SINGLE (X) DOOR SEE CHART AT LEFT LEAF WIDTH N 73" MAX. DOUBLE (XX) DOOR 1 1/2" 73" MAX. 1 1/2 b " DOOR OPIZ WIDTH c (OXXO)TESTED u� wo � t� T.'iv NOTE: OX, X0, OXX OR XXO CONFIGURATIONS ALSO QUALIFY FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE SHEET 4 FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE "X.lb" TESTED FWME#ARES, NCj JO EXCEED 96 SO. FT. PER FBC 2014 c o r LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART •• WILL APPLY TO ENTIRE SYSTEM. • •• • • • • :0: • E " •• 009 •• • • • •• \TIO ...AN IIII/� • ••• • ••• -••• PRODUCT REVISED ;I Pa.70592 a • • • •• • • • Ss&mplying with the Florida �( - • • • • • • • SulAling Code NOTE: ••• • • •• • • • �oli No. 17-1011.02 11� = GLASS CAPACITIES•ON THI$•1*HE E • %� 1't4 TATE OF 46 drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) OP ration Date 09101/2020 y RID P,.• ®�` W10-08 AND FLORIDA BUILDING COMMISSION 'i tS�o "•••• �� By DECLARATORY STATEMENT DCA05-DEC-219 MiamiD eProduetControl ••• • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • 0 0 0% • • w TYPICAL ANCHORS �.. EDGE DIST. - .� 113Y SEE ELEVATIONS ,. WOOD BUCK I EDGE DIST.17 � FOR SPACING .a��'_ METAL STRUCTURE o 9/16" MIN. b G n p �n (SEE SPEC BELOW) THROW BOLT - •7.KSl.GONGd EDGE T. EDGE DIST. ZCPENETRATION ''3 KSS GON1� X03 _ j e4- 1 f z N a w w �00. o .> Oo v f a t t O UNC qA �� i .TYPICAL ANCHORS TYPICAL ANCHORSTYPICAL ANCHORS C& M20 SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS 0 a CFOR SPACING FOR SPACING FOR SPACING G .3 L-4— z N a� O 5 WOOD BUCKS AND METAL STRUCTURE NOT BY V Sc V WINDOWS _ N MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J AND TRANSFER THEM TO THE BUILDING STRUCTURE. i I TYPICAL ANCHORS: SEE ELEV. FOR SPACING 55 K5 III dw 114" DIA. ULTRACON BY 'ELC _(Fu-177 KSI, Fy-11) U v INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) U wa THRU 1 BY BUCKS INTO CONC. OR BLOCKS a 0 a 0 _ O 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) W5n a 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) .� LL d n � X DIRECTLY INTO CONCRETE OR BLOCKS 3to _1_1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o I'non rn _ _ 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) �- 6°o J #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) O INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) W m PRODUCT REVISED (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE as complying with the Florida N o 0 iBuilding Code S ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) NOA-No. 17-1011.02 0 5 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Expiration Date 09/01/2020 `u w a TYPICAL EDGE DISTANCE By 1/2" MIN. rINTO CONCRETE AND MASONRY = 2-1/2" MIN. Miami ade roduct Control THROW BOLT i i 15 INTO WOOD"STRUCTURE—1 MIN.-- PENETRATION I I INTO METAL STRUCTURE = i�4"aMIPi • • • • • •• f DOOR DETAILS" o o r ^ 24 • • • • • • • • • " ^ WOOD AT HEAD OR JAMBS 96 = 0.55 MIN. •• • • • • • , � �� o I 20 2 CONCRETE AT HEAD, SILL OR 3AMBS &P-4150017 MI iMN.••• • . � 19 4, -I J < C-90 HOLLOW/FILLED BLOCIL 0{JA,Qef n*s•20110•1#51 JINi ••• `All1l i l i I IlrrA W SEALANTS: _„ .i i.'• 7 �.rt'�CENSF'.® H FRAME AND LEAF CORNE�S, INjSj TION CREWS AT SILL AND ALL / [I METAL PARTS CONNECTi0N8 S "D WITF6 4 SI1I11IE. •:• ••• =�/ ;~�i�`P�o.70592 n a .::..S1 • • • • • • • • • __ ° I it tih _ " WEEPS ;_ i °3 KSI CONC. • • • •• • • • • • -P'D 1 j i �I • • •• • • • •• • • �`� r{It •' � e. 3. WEEPS: • • •• • • • �. [ 9TATEOF <S/� drawing no. TYPICAL ANCHORS 3/16" X 3/4" WEEP SLOTS AT 3" FROM EACH ENO `1LORiDa.•'• \��` G EOGE_DIST. _ SEE ELEVATIONS ��i�'� .. lC9`�` W1O-'OU FOR SPACING OPERABLE UNIT ••• • • • � Ai�i��`` sheet 6 of12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4^ MAX. 16Y WOOD BUCK 1/4" MAX. © O SHIM (SEE NOTE SHEET 1) PRODUCT REVISED A�� r lj SHIM �. as comp)y ing with the Florida M o 1 Building Code 17.1011.02 • TYPICAL ANCHORS NOA-No. Z m TYPICAL ANCHORS SEE ELEV. M FOR E PACING FOR SPACING Expiration Dat=0910112020CL Z N 0 20 _ Mlaml=Da roduct Contro �,�p`� o O N � v a ------- N IO, R1,4 ^� 30 111 `� 6•�- � 040¢ .0, � O 18 EXTERIOR >•r Iq p �, 1 17 17A 6 D.L.O. 7 IZ OO o yZ�: a STRUCTURE 36 3/4" MAX.METALJ m J LOCK OPTIONS Q m 2 LEAF WIDTH `1 OR 2 36 5/8" MAX. (OPTION #T2 SHOWN)DESCRIPTION DOOR OPNG. WIDTH o i 39 5/e"MAX. _ _ 1/4" MAX. ¢ r-Y-- FRAME WIDTH SHIM a N 1/4" MAX. w n SHIM. O' E EALED FLUSH BOLTS CONVENTIONAL LOCK CONCo. TYPICAL ANCHORS WITH DEAD BOLT LEVERS AT INSIDE FACE OF STILE � o V2BYWO-0DCK W USEE ELEV. . oFOR SPACING REINACTIVE LEAF ACTIVE LEAFs d M a0 20 15 O n'i� •m a T. m �46 4 n �^t o line I 60—� loc 0 18DLO EXTERIOR TYPICAL ANCHORS 5 �, 1 SEE ELEV. 6 7 6 FOR SPACING 17 17A- - a LEAF WIDTH o LOCK DETION d2 p d 8 72• MAX. u DOOR OPNC. WIDTH z > rc 76" MAX. FRAME WIDTH CONCEALED FLUSH BOLTS 3 POINT LOCK ASSEMBLY L"RS"#JSIW FOCE 06 STILF9 • •• o o N ACTIVE LEAF • INA VF. C4F • •• - �-i1L1_ STs, � � • _ __ _ • • • • � '"� � i i �p.jD592 • • • $fiAle OF •4 � drawing a no, EXTERIOR Fi``1Op, �♦ LOCK OPTION eft ••• • ~DOOR�DFTAILS� Q�.��♦�♦`♦� W1�_OS 7jJnitul�`�� sheet 7 of 12 • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS 0 SEE ELEVATIONS ro� of EDGE DIST. FOR SPACING C m °•3 KSI,'CONC.' I 0 Ed 0._k, v ILIb Q LL of �= Oc~iu'Iti 21 rn �p 0 IL to ��tie It tE LL z to o0 o — O N i I 9/16"MIN. `� 2 -THROW BOni. VLT f0 '/ PENETRATION p m a N t w n U Z o. F LL = 12 � �• G 19 r, - 1/4" MAX.' SHIM O to c c +-+- TYPICAL ANCHORS. x r SEE 0 3 I�a �\ 20 FOR SPACING I ,n6j �vNx� I 1 - J ODM•- I 1 21 n 15 - o i 0 004 � 5 c2 � r m = i PRODUCT REVISED o n as com 1 In with the Florida " EXTERIOR NOA'No. o�e 17-1011.02 d 6 rn t v rc c $ Expiration Date 09/01/2020 1 D.L. OPG. o 0 Mia 1-D� roduct Control N C) TRANSOM FRA E WIDTH c y- ti • •-- • • • •• O p r � R 0 ••• ••• '0• -000- ••• • G y�1{N4.70582 o n • • • •• • • • • • –�f 'li ti' rhe 00 0 • • STaYEOF drawing no. DOOR WITH TRANSOM DETAILS L1� ``� sheet 8 0112 • ••• • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS �V SEE ELEVATIONS to EDGE DIST. FOR SPACING 1/4" MAX. 1/4" MAX. 1 B WOOD BUCK 3 SHIM SHIM —(SEE NOTE SHEET 1) Z IF-• n •.�3'KSI CONC., I 0 Z % Ilft�- W ,cpp TYPICAL ANCHORS I TYPICAL ANCHORS $ y N SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING O ON M L' V7 — 10 z• N 01 13 W a 21 GUF \_ R�pn a OYM aCEm 8 0 IL O v�O QUI G 4.z�=�+ EXTERIOR j i v a W m rt METAL D.L. oPc. PRODUCT REVISED c STRUCTUREas comp )ying with the Florida SIDELITE FRAME WIDTH Building Code -71 N NOA-to. 17-1011.02 ao J SINGLE SIDELITE Expiration Date 09/01/2020 0 By S MI[amfl-0a5!qProcIuct Control w v V 2 < c ALUM STIFFENER `o 1/4 MAX. . x!10 X 3/4" FH TEKSAS READ. w U F SHIM HO AT 10' FROM ENDS © SEE SHEET 5 FOR CAPACITY Z o o AND 24" O.C. MAX. _ o TYPICAL ANCHORS ro SEE ELEV. S aro m J W FOR SPACING 1 r 1 0 ,'S> w n z_ v>itR W 21 10 I I E I I o 0 M a J II ¢ �vc�xfu N it a n 0 0 U U EXTERIOR D.L.O. a o t 4 Y3S oa D.L. OPG. LEAF WIDTH u U a a v o a i, NOMINAL SIDELITE WIDTH 1 1/2" DOOR OPNG. WIDTH x o rc 36-5/8" MAX. SINGLE (X) DOOR 73"MAX. DOUBLE (XX) DOOR r N •• ••• • C N 10 • 9FRAMD WIITH ••go 0 � • ogo • • • • • m O U i..U iI 21 ••t • • • • • • • • • O \1`11111111//!/// •• ••• • • • •• pppp qy� K N 'it%a sF ® " ••• ••• • •••'- ••• • n ,.r k%2 • • • • • • • • • i rI,.7 G,r� s Y 3 KS'CONC,r • •• • • • • • • -6 �� 0 DIr�AILS• • • ••• ®,•JT EOP �dy drawing no. <. v TYPICAL ANCHORS �i/�gp•., t 1D>,`.•'• ® W1 0_08 _EDGE DIST. SEE ELEVATIONS FOR SPACING STATIONARY UNIT SIDELITE) SIDELITE WITH DOOR DETAILS ////�® 111�1��`\ sheet g of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART# REQD. DESCRIPTION MATERIAL 6IANF./SUPPLIER/REMARKS !! ro 1 V501 3/DOOR FRAME HEAD/JAMB_ 6063-T6 V&V SELECTED EXTRUDER �� o 2 V502 1 FRAME SILL 6063-T6 V& V SELECTED EXTRUDER 3 V503 1 SILL COVER 6063-T6 V & V SELECTED EXTRUDER O 4 V504 AS REDD. SIDEUTE STILE 6063-T6 V& V SELECTED EXTRUDER 5 V505 2/LEAF TOP AND BOTTOM RAIL 6063-T6 V&V SELECTED EXTRUDER Q x 6 V506 1/LEAF HINGE STILE 6063-T6 V&V SELECTED EXTRUDER 1%00` UO 7 V507 1/LEAF LOCK AND ASTRAGAL STILE 6063-T6 V &V SELECTED EXTRUDER a�+N 8 V513 AS REQD, INACTIVE ASTRAGAL STILE 6063-T6 V& V SELECTED EXTRUDER Gi 9 V508 2/LEAF SWEEP ADAPTER 6063-1"6 V & V SELECTED EXTRUDER G�i a r 10 V509 AS REDD,SIDEUTE ADAPTER 6063-T6 V & V SELECTED EXTRUDER V p 11 V511 AS REQD. GLAZING BEAD - 5/16" GLASS 6063-T6 V&V SELECTED EXTRUDER a C m 8 t1A V517 AS REQD. IGLAZING BEAD - 7/16" GLASS 6063-T6 V&V SELECTED EXTRUDER O&0 12 V512 AS REQC. REINFORCING STIFFENER 6063-T6 V&V SELECTED EXTRUDER $K00 O N 13 -2/LEAF 3/8"THREADED ROD STEEL - Z H LL c 15 V514 2/ LEAF FLUSH BOLT SUPPORT ANGLE 6063-T5 1-1/2" X 1-1/2" X 3/16" I O 17 - 3/LEAF BALL BEARING HINGE ASSEMBLY - - Q b F 17A - 3/ LEAF 3 PIECE HINGE ASSEMBLY - - - � 18 - AS REQD. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A 19 - AS REQD. FIN SEAL PILE WEATHERSTRIPPING - - of o - 20 - V516 AS REQD, BULB WEATHERSTRIPPING SANTOPRENE DUROMETER 60±5 � _ I ro 21G X :/2" AS REwD. GLAZING ADAPTER SCREWS ST. STEEL PH TEKS, AT 2" FROM ENDS& 8C"O.C. MAX. o 22 #10 X 2" AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS o ^ 23 - ASREQD. SIDE LRE ADAPTER SCREWS ST. STEEL 24 #8-32 X 1/2" 2/ANGLE SUPPORT ANGLE SCREWS ST. STEEL FH MS _ a 25 - AS REQD. BUMPER SPACER SILICONE - m U O N SEALANTS: N > LOCKS: OPTION �F2: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH S tl�<n w OPTION 1I1: PTI SILICONE. 0 41> ACTIVE LEAF: ACTIVE LEAF: `o 411 u ^ POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASSOC.- CONVENTIONAL DOOR LOCKSET WITH HANDLE BY HINGES 7/16" X 3" THROW BOLTS'AT TOP AND BOTTOM 'SULLIVAN AND ASSOC.' LOCATED AT 39" PROM o i 3 H a) OPTION �1 ENGAGING FRAME AT HEAD AND SILL BOTTOM J o THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODSKEY OPERATED ON EXTERIOR AND THUMB TURN ON LOCK LOCATED AT 52-3/4" FROM BOTTOM INTERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC.' 4-3/4" BALL BEARING HINGES 3 PER LEAF O_ LOCK HANDLE AT 49-1/2'• FROM BOTTOM LOCATED AT 46" FROM BOTTOM BOTTOM HINGE AT 8-3/6" FROM BOTTOM RAIL TOP HINGE AT 11'• FROM TOP RAIL INACTIVE LEAF INACTIVE LEAF CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #12-24 X 1/2" FH MS CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' < 1/2" X 2"THROW BOLTS ENGAGING FRAME AT 1/2" X 2"THROW BOLTS ENGAGING FRAME AT OPTION #2: c i ,c., HEAD AND SILL HEAD AND SILL 7-13/16"THREE PIECE HINGES 3 PER LEAF MANUALLY OPERATED LEVERS MOUNTED ON MANUALLY OPERATED LEVERS MOUNTED ON BOTTOM HINGE AT B-3/8" FROM BOTTOM RAIL - w INSIDE FACE OF LEAF STILE LOCATED AT INSIDE FACE OF LEAF STILE LOCATED AT TOP HINGE AT 11" FROM TOP RAIL u 10-3/4" FROM TOP AND BOTTOM 10-3/4" FROM TOP AND BOTTOM CENTER HINGE AT MIDSPAN z n u LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2" FH MS LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2" FH MS HINGES FASTENED WITH #10-24 X 1/2" FH M5 o= •• •�• ••� • ••• ••• ��1 7je \\ 111{1..1 1dn,�re3r T�� o PRODUCT REVISED • ••• a cp�lr{8� lorida vith tht� 1 _ .�'�. • • • B 1 0 • `•: J `;j7 ;i7r �3.7092 = \ \ / • • • Na0.-Alo. • 17-1011.02 \\ \\ // \ \\ // ••• •• •Expirad000aje IDI 2 • ! �_ I I / •• • ____! • `,'•, STA EOF � drowingo no. I I INacr ^ ° Mi �i� ° .F<ORIDP.•�� rY l 0-08 a Mia -Da roduct Contro �9 �� NOTE: LOCKS MUST BE ENGAGED DURING /i7®®A4a�A.�1VV PERIODS OF HURRICANE WARNING. ••• • • • • ••• • • �rlllllii111 sheet 7 O of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.000 {amu .078 TYP. .094 F- Ll 2'626 �_ I ° o �o M 9 a 1.500 -7r w 2.125 1.750 1 ° _0 0 o a �_ _ r,", 8 Q F o . ail' 0 3-1/2° J 4_3/4" O�0 III ° o o d O C 4.000 K 2.016 0 0 c�Nti 1 FRAME HEAD/JAMB s HINGE STILE 2„ 0 0M L ° 0 a 0 Q 8 1.750-�{ 5.313 012-24-1 1/2"FH MS G 47 t K I I CRS TYPE 23 078 #10-24 X 1/2" FH MS C Z TYR CRS TYPE 23 LL=tpy0 p .12 17A 17 1•x64 1.750 3 PIECE HINGE BALL BEARING HINGE 4.000 3.500 - a.6s6 � 078 NP. 4.000 O w' _ Q n s INACTIVE ASTRAGAL STILE M zq .626- I - p [-4,000 `z � 0 5 TOP & BOTTOM RAIL P H z ooai .626 a ' 0 I LL`iLM I 1.500 1.75 .076 1.984 TYR w N x.060 1.2t0 38 .094 388 e I n 6 5.313 oJ J 0 11 M•-w F�1.606-�{ .125 ¢ 'c a x r O 7 LOCK/ASTRAGAL STILE NP. 9 SWEEP ADAPTER z.2oo� 3.532 3.762 � G -{1.134 o 2.251 33 062 .485 u U a W TYR 12 STIFFENER z `; ° 1.010 4.176 1.164 076 560 � n NP. � •• ••• 2 N 3 SILL COVER • • • • • • • • • q 0 m 719 045 • • •• • • • • • •� 0 u o 0 2.163 1.575-�1 ••• 009 ••• ••• • • ••• 01 111111111i�7 O 11 I�.640 a SIDEI_ITE STILE \��° sot GLAZING BEAD - 7/16" GLASS �` ��•'� ENS�r" 0 oSS t.s6o �{I 1.133 • ••• PROD JCTJVISEQ• �� S M .561 I "9j I•--.498 - as c Buildflg C1ode• the Flrlaa••• 4 \ 1 7592 = 8 a d_rl I • • �a • • 17-1p11,A2 • • �z _ s 3 078 .062 .814 .709 . -.050 ••• •• • • -., 7 :.J .'1:'1 q.:J _ `t �� O .07 I I • Expirstwon Dau 09/01/2610TYR ••• � ��®•'.,�S TE OF 1.313 F�-.609 �' _. �i�•"•• RIDP.••• 4.000 1 to By /_ :-- - ✓� �1 Mia i- z FRAME SILL o SIDEL.TE ADAPTER GLAZING BEAD - 5/16" GLASS ••• • •,D7• •Product Control••• • • 1111111 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w w r -o n n z �l D M D O \ O \ w \0 � 19 0 • •• 0000 t • •• • •• • 7 7 \, • • • • 0000 C7 0000•• , • z • • • �• \ • 0000 • • •• •• •� \ v ••• • 0000 0000 ..• .3m Y n .•.• i••• ins _ 0000•• � • • 1 K Z:3 G n - ac 000.0• •••• •6 7 CA7 • • •P. 0000•• N • a • y F • •• • m 0000• r �•�< •�• iE: m n .+ $•i m m 0 N a c N v 00 o \ N �\ 'PTT/111111\\\ cL a dote: 02_24-10 revisions: ALUMINUM OUT-SWING ENTRANCE DOOR (L.M.I.) AL-FAROOQ CORPORATION a r: o no a e escrl ion it 22.11 NO CHANGE THIS SHEET Labrador & Fundora Corp. ENGINEERS 8r PRODUCT DEVELOPMENT N ,p _ D 02.12.15 NO CHAJGE THIS SHEET dba-V & VROOWS 9360 SUNSET DRIVE,SUITE 220 0 dr,bY• TARIq E 07.31.15 REV.PER FEF COMMENTS 2355 1Yest 4{h Ave. MIAMI,FLORIDA 33173 (C.q.N. 3538) /+ � O F 09.03.13 NO CHANGE HTS SHE T Hialeah, A. 33010 TEL(305)2648100 FAX(305)262Hg978 '6r N co 9 chk by: G 03.29.17 UPDATED TO 2017 FBC TEL (305) 888-4151 FAY. (305) 89g-1042 1 •COMP-AR W10-08w MIAMI•DADE MIAMI—DADE COUNTY;FLORIDA EW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Labrador& Fundora Corp. dba V&V Windows 2355 W 4th Ave Hialeah,FL 33010-1454 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 Count�..P.roduct Control Section(Fn Miami—Dade County) and/or the AHJ(in areas other than Mian4—Did/County}wcerve ...... the right to have this product or material tested for quality assurance purposes. If t1fil prZ duct Q;maiterial .� fails to perform in the accepted manner,the manufacturer will incur the expense of suMNting azid the AHJ owes:* may immediately revoke, modify, or suspend the use of such product or material wAFun their jurisdiction. ;�••• RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade C�t ty Prodw ct.C Nitrol *000*•••• Section that this product or material fails to meet the requirements of the applicable$uudi'g code.• •! ••:••. f This product is approved as described herein, and has been designed to comply witJi•wFloric% ikling •••••• Code, including the High Velocity Hurricane Zone. ...... • DESCRIPTION'Series"300"Aluminum Fized Window—L.M.I. • • ••• • ....:. APPROVAL DOCUMENT: Drawing No. W13-11, titled "Series 300 Alulhlgmnr Fixed•Windowo ;....; (L.M.I.)", sheets 1 through.3 of 3, dated 04/11/13,with revision"D" dated 09/26/17,prepared bl Al•.arooq • 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 IIVIPACT RATINGarge and'Sm'all'Mis'sile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety.. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. t5-0209.08 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. MiAMbDADE COUNTY NOA No. 17-1011.05 • , ,r /r Expiration Date: August 22,2023 Approval Date:December 14,2017 Page I r Labrador& Fundora Corp. dba V& V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-0529.24) 2. Drawing No. W13-11, titled "Series 300 Aluminum Fixed Windom (L.M.I.)", sheets 1 through 3 of 3, dated 04/11/13, with revision "C" dated 07/28/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 0000 2)Uniform Static Air Pressure Test, Loading per FBC,TA C i81-94 •••• • 3)Water Resistance Test;per FBC, TAS 202-94 '. along with marked-up drawings and installation diagram ofo3.noalumznum fixed• 0• 0000. window,prepared by Hurricane Engineering&Testing, Inc., rV§§ Jgeport No. � ;•••• HETI-11-3337, dated 04/29!13,signed and sealed by Rafael 1!.Drol-Sed3, P5.' (Submitted under NOA No. 13-0529.24) 00000. 0000 0000. 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 2"1 94 2) Cyclic Wind Pressure Loading per FBC, T1 rIN-94 0 • along with marked-up drawings and installation diagram of arl�alumi tw?fixed, window,prepared by Hurricane Engineering&Testing, Inc., 7eseRtport N" 0 •0 HETI-11-3338, dated 04/29/13, signed and sealed by Rafael E. Droz-Sed;,•PN.• (Submitted under NO.4 No. 13-0529.24) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5m Edition (2014), dated 01/21/15 and 07/31/15, prepared, by AI-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 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. F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 5" Edition (2014) and of no financial interest, dated 01/21/15, issued by Al-Farooq Corporation,'signed and sealed by Javad Ahmad,P.E. t Manuel P",P.E. Product ControyEx4miner NOA No.q3A011.05 Expiration Date: August 22,2023 Approval Date:December 14,2017 E--1 Labrador& Fundora Corp. dba V& V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED t. F. STATEMENTS (CONTINUED) 2. Laboratory compliance letters for Test Reports No. HETI-11-3337 and HETI-11-3338, issued by Hurricane Engineering & Testing, Inc., both dated 04/29/13, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 13-0529.24) 3. Proposal No. 10-1188 issued by Product Control, dated 11/24/10, signed by Ishaq Chanda, P.E. (Submitted under s NOA No. 13-0529.24) G. OTHERS 1. Notice of Acceptance No. 13-0529.24, issued to Labrador& Fundora Corp,,&V& V Windows, for their Series"300" Aluminum Fixed Window•—L.V1, aphrpyetl on ...... 08/22/13 and expiring on 08/22/18. •••• : • 2. NEW EVIDENCE SUBMITTED • .... . .. ..... A. DRAWINGS • ...... .... ..... 1. Drawing No. W13-11, titled"Series 300 Aluminum Fixed Wiedo* (LA41",-0 •••••• sheets 1 through 3 of 3, dated 04/11/13,with revision"D" datCdIQ.9'f 6/17, prepared •, by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.' :...:. '•••'• . B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlay ers" dated 06/25/15, expiring on F 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014),with FBC 611 Edition (2017), and of no financial interest, dated September 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0209.08, issued to Labrador&Fundora Corp. dba V& V Windows, for their Series "300" Aluminum Fixed Window - L.M. approved on 08/13/15 and expiring on 08/22/18. . Manuel Yet ez,P.E. Product Contr 1 aminer NOA No. 17-1011.05 Expiration Date: August 22,2023 Approval Date:December 14,2017 E-2 L DESIGN LOAD CAPACITY - PSF L �11 3/16-HEAT STREN'D. GLASS 3" MAX. -� 9" MAX. 1 WINDOW DIMS. ` "CLASS TYPE 'A'& j 1 - - - HEAD/SILL 2 t HEAD/SILL WIDTH,(W) LENGTH,(L) EXT. (+) 1NT. (-) Z r 3 090" Interla er CORNERS y 36' 100.0 100.0 q m SentryGlas 42' 100.0 100.0 O q Q By 'Kura ray America, Inc.' I - 48' 100.0 100.0 { a 3/16" HEAT STREN'DD.. GLASS 54' 78" 100.0 100.0 v y U 60" 100.0 100.0 00m I li SILICONE II II 66" 90.9 90.9 DOW CORNS-NG 899 -+----- - I�- {u +I _ --II _ 72' 83.3 83.3 O 4 - 3 36" 100.0 100.0 G ui d II II 42• 100.0 100.0 �V p>m p 84' v Z K m 8 i m I n n 48' 100.0 100.0 O IL G d ------ -------- 54• 100.0 100.0 O 4 tI I !i = -----TI--------IT----- H h N u I 3 r, I /. 60' 100.0 100.0M LD Z Z o ii �� ii �m 66" 90.9 90.9 I Z O 36' 100.0 100.0 J Z 0 Q J 6 !I i O1 I m-' 42" 100.0 100.0_ Q w m F 61-7 3 --_ _1L-------IL---- __Yr-------Ir---_ 48" 84'• 100.0 . ..100.0 o 54"^" `100.0- -100.0 .-. N m \\\rp1 I I I 60' 100.0 100.0 O (� 5 li II 36" 100.0 100.0 ,a 42" 100.0 �000 GLAZING DETAIL - ii ii ¢m 48' 90 00.0 Z7/16" NOM. OVERALL LAM. GLASS ¢ 54" 100 3 60' 100.0 100.0 0 0 �y 36' 100.0 100.0 li U N 42' 100.0 100.0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. --� 96 z '0>o SHUTTERS ARE NOT REQUIRED. FALSE MUNTINS 56 3/8" 48' 100.0 100.0 ? c a o a (SURFACE APPLIED) D.L. OPG. 54' 100.0 100.0 a n MAY BE USED 60' 100.0 100.0 0 �>„ SERIES 300 ALUMINUM FIXED WINDOW wlNDow"WIDTH 3s 100.0 100.0 �>3 t o 42' 102" 100.0 100.0 w o I N o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER �� n n CHARTS SHOWN ABOVE. I YPICAL ELATION-�� 48' 100.0 100.0 w o n w n J V N S F 54" 100.0 100.0 � APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 36" 100.0 100.0 COMBINATIONS OF FIX./FX. OR FIXED WITH OTHER WINDOW TYPES DAYLIGHT OPENINGS: 42" 108" 100.0 100.0 IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY 48" 100.0 100.0 s APPROVED MULLIONS IN BETWEEN. D.L.O. WIDTH WINDOW WIDTH - 3.625" D.L.O. HEIGHT= WINDOW HEIGHT- 3.625" E48" 100'0 100'0 0 < o LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL S S WILL APPLY TO ENTIRE SYSTEM. 114" 100 0 100 0 q a F rc o 100.0 100.0 100.0 100.0 p' w THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �a � REQUIREMENTS OF THE 2014 5TH EDITION 2017 6TH EDITION FLORIDA 100.0 100.0 D a a o ( )/ ( ) W 120" BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). � 96.0 96.0 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE •• ••• • • __ _ •• DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADSV • • • • • • NOTE: '" " TO THE BUILDING STRUCTURE. c 07;; N ^ '� • • •• • • GLASS CAPACITIES ON THIS SHEET ARE � o o ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS • •• • • ••• • m C S $ AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS. > m o m MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •• L••• •• • • • • c A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. J \��X��®1 AP�;q� /,i '0 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. EEJ •MATERIALS INCLUDINGBUT NOT LIMITED TO STEEL/METAL SCREWS, THAT • •COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • • •PRt1DUCT REvisud .70592�_L REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. • • •• 0 • • •• :a>*-Plyvrg with ttx F'k'm' _y'y ;{7-_ r THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NOTE:• • •• • • IyrlQiuBC•xie _ o v acre wa Fla! -[Olt. FOR A SITE SPECIFIC PROJECT, i-.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ._ P - �`A• �/� t:xpirutian UMc. r�23 STATE OF drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. �� ® '• �� 9 WATER INFILTRATION RESISTANCE ETC. 13"j i •.�OR_1.O'•.•'•�®�� Wl3_1 1 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, *00 • • • • 409 • +p^,nmi` rrxiuct C:mtrol /// AND TO BE REVIEWED BY BUILDING OFFICIAL. • • • • • • • '• /2�i®NA9.ittt�� sheet I of 3, • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS 4 SEE ELEV. . FOR SPACING h SEE ELEV ley FOR SPACING WOOD BUCKZ m 3.r--------------------� q m U I r-------------------1 l YEDGDS . N MEAL zIi SEDGE Ii OQ fWd Z Q TAPPROVED <d; a STRUCTURE EDGE DIST. _ ULLION & MULLION ANCHORS Li EE SEPARATE NOA EDGE DIST. It DIST. y a �M v n tY� o aoa i RIt !I 2 \ TYPICAL ANCHORS TYPICAL ANCHORS yl Z 11 II 3 SEE ELEV. SEE ELEV. K FOR SPACING FOR SPACING Z N aL u0 OF TYPICAL ANCHORS: SEE ELEV. FOR SPACING II ii WOOD BUCKS AND METAL STRUCTURE NOT BY 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI O LABRADOR & FUNDORA CORP. dba-V & V WINDOWS INTO 2BY WOOD BUCKS'OR�WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM < 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) - p AND TRANSFER THEM TO THE BUILDING STRUCTURE. �` m i - -- --- -- _ IHRU 16Y BUCKS INTO CONC. OR BLOCKS m 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3. m 1i /4" MIN. EMBED INTO BLOCKS (JAMBS) ^' Z n DIRECTLY INTO CONCRETE OR BLOCKS 3 iI it 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 0 X o 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) v 2 x !I !! 0 11 !1 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) z O O vv >o� = 0 >0. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) n ,-t n o , F SEALANT: (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE o >a n 3 X ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ':'ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) j! SCHNEE-MOREHEAD SM5504 ACRYL-R SELF-LEVELING ° 3 -o W STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) n °> ! SEAM SEALER. W ° I °m ii it (STEEL IN CONTACT WITH ALUMINUM 70 BE PLATED OR PAINTED) W a p in a W II II VI J v N x F ii ii PERIMETER CAULKING: #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 0 ii 1i INTO MIAMI-DADE COUNTY APPROVED MULLIONS SICAFLEX-15 LM ON THE EXTERIOR PERIMETER ONLY. (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) m = I! 1! ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) " m 1j !j STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) c$ o If II (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 rc o rc o 25I, if TYPICAL EDGE DISTANCE INTOCONCRETE AND MASONRY = 2-1/2" MIN. w if !! IINTO'WOOD`STRUCTURE1"'MIN. 3 •• ••• • • • • s •• INTO METAL STRUCTURE = 3/4" MIN. �! !! 2 • • • i • • • • f c I _ • • •• • • • • • WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. 4 0 0 t ! _ • • • • • • ••• • CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. �n •e • • • a • • • • O ••*� •• •• • • • •• C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. c \\\\1111111// O a ° ` I y / EDGE GIST. e • • • PR0r)Lj-,REVIAFA) o. 0592 o " I • TY .AN.`CHOR •• • • ••' ° 9 ot SEPICE • • A-11) r.Ca A10 )��J•��(4 �' O TYPICAL ANCHORS "WOOD.BUCK I FOR SPACING ,cpiretuw i}+c 7XL� 0 TATE OF ,(U drawing na. 'n SEE ELEV. J 3 „ORIOP`.•'cl� W1 3-11 FOR SPACING EDGE DIST. . )' / 000 • • • • 000 • Mi ni :+d» r:riuci Cmtd'ol • • • • • • • • 11111\\\\\ sheet 2 of 3 • •• •• • • • •• •• ••• • • • ••• • • ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS u �_ 1 VVW-011 1 FRAME HEAD/SILL/JAMB 6063-176 - J j 2 WW-010 1 GLAZING BEAD 6063-176 - 3 3 E203 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB, DUAL DUROMETER, T-SLOT=50, BULB=73 Z M n 4 #8 X 1 1/4' AS REDD. FRAME ASSEMBLY SCREWS - PH SMS O � " n ¢ 5 - 2/LITE SETTING BLOCKS AT 1/4 POINTS EPDM ULTRAFAB, DUROMETER, 80±5 SHORE A g Z N 6 - AS REOD. GLASS SPACER (1/4" X 1/8") SILICONE FRANK LOWE, DUROMETER 60±5 SHORE A (L 6 0 SHIM /��---.\1 1/4" MAX. 2.877 p I SHIMS :, 2.374 7 VI TYPICAL ANCHORS \`JJ �.- TYPICAL ANCHORS a ��FOR SEE ELEV. Q'O-m SEE ELEV. SPACING .062 Q d p Qp g FOR SPACING r - � 1.812 .436 U�1 h p 3 937m z N Z pg N� o O t,✓l ti F ' 2.827 Q zm F s , FRAME HEAD/SILL/JAMB w U' lay w X1.531---1 1 WOOD'BUCKS 3 EXTERIOR METAL v n STRUCTURE D.L. OPG. 875 3 - o a WINDOW WIDTH 1--183 c U � 0 3 z v°v>o c c¢ 2 GLAZING BEAD 1/4' SHIM M m MIAMI-DADE COUNTY TYPICAL ANCHORS g Ad MAX. APPROVED MUWON SEE ELEV. �)3 c n SEE SEPARATE NOA FOR SPACING XSTRUC(T o -J w Co in �vc�=r rr---�' 4 O I I 11 II II II T u i. i v II II o 0 c W H V ry I L---J I TYPICAL ANCHORS WINDOW WIDTH WINDOW WIDTH • • • • • d SEE ELEV. • • • • • • o 0 0 FOR SPACING • •• • • • •• y AH t2 • ••• • ••• FRAME•(PDRNCENSE •.® /: , • • • •• • • • • •:;s�2lve q with ax Awrib .70 2 • • •• • • • •• • •5.,nl9:rg Cede = o v c r • • •• • • • �ceuli'.u:cclde l•1-[pLl.p�j :�� o a o r.,xvu t1<,.Nm, �® TE OF (y� drawing no. W13-11 i i i 000 i i i /ONA9.1�Y\\\ sheet 3 of 3 • •• •• • • • •• •• ••• • • • ••• • • , J MIAMI- MI AMI—RADE COUNTY 127mata PRODUCT CONTROL SECTION } DEPARTMENT OF REGULATORY AND ECONONIIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Labrador&Fundora Corp. dba V&V Windows 2355 W 4'Avenue Hialeah,FL 33010-1454 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). 0000 This NOA shall not be valid after the expiration date stated below. The Miamir-Dade Courfty.1VV0duct Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miarrit-Dade Comity)reserve the right to have this product or material tested for quality assurance purposes. If tkis:product or material 0000:. fails to perform in the accepted manner,the manufacturer will incur the expense of gmti tsting and the AHJ ••0 may immediately revoke, modify; or suspend the use of such product or material 1r1111ift their jtt?i &0iion. • RER reserves the right to revoke this acceptance, if it is determined by Miami-17aae County Pfoduct ••;••0 Control Section that this product or material fails to meet the requirements of the applioatla buildiiT'code. *00** This product is approved as described herein, and has been designed to comply�'ith�.Florida�uifding Code, including the High Velocity Hurricane Zone. • a • • • • 0000.• DESCRITTION: Series"200"Aluminum Horizontal Sliding Window-L.M_ - - 0000•• 0000.. APPROVAL DOCUMENT: Drawing No. W 10-26, titled "Series 200 Alum. "oriz. Slidi$8.Wdw. • (L.M.I.)", sheets 1 through 2, 2.1, 3 through 6 of 6, dated 04/23/10, with revision "E" dated019/16/17, 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 or logo, city, state, series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNI NATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0310.04 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAiNHDADE CCtUN7Y ` NOA No. 17-1011.04 � Expiration Date: December 36,_2_0i0 ! Approval Date: December 07,2017 j' 7 )G I j 1 i Page I r i Labrador& Fundora Corp. dba V& V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 10-0824.0 ) 2. Drawing No. W10-26, titled "Series 200 Alum. Horiz- Sliding. Wdw. (L.M.I.)", sheets l through 2,2.1,3 tluough 6 of 6, dated 04/23/10 with revision"D"dated 08/12/15,prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 • 4)Large Missile Impact Test per FBC,TAS 201-94 •.o• • 5)Cyclic `Find Pressure Loading per FBC,TAS 203 Aj..� :sees* ••••; 6)Forced Entry Test,per FBC 21411.3.2.1, and TAS 2X#-9�,. along with marked-up drawings and installation diagram of horizoatal oslider, {prepared by;•'••; American Test Lab of South Florida, Inc., Test Report No. Af;Ckii.&2641-10.'dated..... 06/08/10,signed and sealed by Edmundo J. Largaespada,P.E. Osseo* 0009 ••:.. (Submitted under,'VD.4 No. 10-0824.05) 000090 '• 0000:0 ...... so C. CALCULATIONS •••••• 1. Anchor verification calculations and structural analysis, complyin; wA-FBC'St*1' Edition;....; (2014), dated 02/05/15, and revised on 08/13/15, prepared by Al—Farooq Corporat oa,&*gned' and sealed by Javad Ahmad.P. E. 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. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray ,, Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916..11 issued to Kuraray America, Inc. for their "SentryGlas®(Clear and White) Glass Interlavers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of confonnance, complying with FBC 5te Edition (2014) and of no financial interest, dated 02/06/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. ATLSF-0126.01-10, issued by American Test Lab of South Florida, Inc., dated 06/08'10, signed and sealed by Edmundo J. Largaespada,P.E. (Submitted under NO.4 No. 10-0824.05) Manuel P ez P.E. Product Control iner NOA No. 17-1011.04 Expiration Date: December 30,2020 Approval Date: December 07,2017 E-1 Labrador& Fundora Corp. dba V& V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 12-0113.01, issued to Labrador & Fundora Corp. dba V & V Windows for their Series "200" Aluminum Horizontal Sliding Window-L.M.I., approved on 03/01/12 and expiring on 12/30/15. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L-M.I.)", sheets 1 through 2,2.1,3 through 6 of 6, dated 04/23/10 with revision "E"dated 09/26/17, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS •••• . . .... ...... 1. None .. ...... . ...... C. CALCULATIONS ••• •• • 1. Anchor verification calculations and structural analysis, complying•w*ti•FBC*6' Edition:•••• (2017), dated 09/18/17, prepared by Al-Farooq Corporation, signed•aigd sealed •ln•7avad••••. Ahmad, P.E. •••••• .. .. 000:00 .. . ...... D. QUALITY ASSURANCE •••••• • 1. Miami-Dade Department of Regulatory-and Economic Resources( R) •••••• E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their"Trosifol® Ultraclear, Clear and Color PVB Interlayers"dated 01/19/17,expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas©(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement leiter of conformance,complying with FBC 5th Edition (2014),with FBC 6' Edition (2017), and of no financial interest, dated September 18, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0310.04, issued to Labrador & Fundora Corp. dba V & V Windows, for their Series"200"Aluminum Horizontal Sliding Window-L.M.I., approved on 08/27/15 and expiring on 12/30/20. a � � Manuel e+,P.E. C- Product Contr amiuer NOA No. 17-1011.04 Expiration Date: December 30,2020 Approval Date: December 07,2017 E-2 74" WINDOW WIDTH 2 OR 3 ANCHORS WINDOW WIDTH �� N AT MTG. STILE ENDS 9" SEE CHART ON 9" MAX. o S LLD 9" SHEETS 2 AND 2.1 9" HEAD Z m m % 6" I.M. SILL O h m z HEAD/SILL SILL A 4 1/2" M mz HEAD/SILL 4 1/2" z f CORNERS 3 _�_ o CORNERS _ 3 o f " U I U O go`o O " - a " ii c ( u O�iw� ff u a II �4 II ill ii V pui.4 II II II 11 0?m a x \w \ 0 CL U)U)0 10 n 0 "/ II 4 r 0 // n x n 0 4 ii n o i; // '/ 0'' W Z "_ `D 3 m 1- i '1Lj\ '/ to 0 m .11.,\x' I I I I / LL W 0 lL 10 p 'n N II l� to O Z 'a > m `117 �� m �� 1 Z O f m Z C7 t0 J Z l0 a W II II It It SILICONE yyyyyy Q W m h II II II II `` DOW CORNING 9951 II II / N II a 1 PECORA 8895 -� B n B .i ii � C I • 3y Z m I o � to II v 22 m I m I li 10 N FALSE MUNTINS I FALSE MUNTINS (SURFACE APPLIED) 32 5/8" 33" (SURFACE APPLIED) 24 5/8" 48 5/8" 24 5/8" i. 'I p MAY BE USED D.L. OPG. D.L. OPG. MAY BE USED D.L. OPG. D.L. OPG. D.L. OPG. a N o 36 3/4" 28 3/4" 28 3/4" o Iv v a AT 1/4 POINTS VENT WIDTH VENT WIDTH VENT WIDTH 28 ON LITES WIDER In THAN 36" ONLY o vo mo<o N TYPICAL ELEVATIONS LL _T GLAZING DETAIL FIX. LITE, g b> m NV N SERIES 200 ALUMINUM HORIZONTAL SLIDING WINDOW 3/16"ANN. CLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS �°>3=R w l n v DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER .090" Interlayer .090" Interlayer .090" Interlayer w a$n o CHARTS SHOWN ON SHEET 2. t Trosifol PVB Trosifol PVB -SentryGlas N J v N x By 'kuraroy America, Inc.' By 'kuraray America, Inc.' By 'Kuraray Americo, Inc.' APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE -T 3/16" ANN. GLASS ` 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER _ - WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING SILICONE SILICONE SILICONE w MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. C DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 =i m o LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL PECORA a95f PECORA 895 PECORA 895 sR WILL APPLY TO ENTIRE SYSTEM. . m - - z m Z m .2- 5.., 0 0 0 n w n w THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE S 22 ! !I ] 22 I! 22 !i as m Cp m V I' z u a REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE ! !! iii iii DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS • • • • • • c d TO THE BUILDING STRUCTURE. o o • •• o •° o _N ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS z 10 a 1 •• • • • ••• •'x 10 a $ AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE F w • • • • • • • ` ` m MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. w •• ••• •• • • • ••�' 11\111 I I t f/) �� GLASS TYPE `R: GLASS TYPE `C' GLASS TYPE \ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. -.-- -_- �I'$A.o_ ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. "� ��\ ��••• ENS�c••® �� L MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �Afn OWQNS •COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE •-•^•�—• :-0- •P,•, .�,,•�r'E'ywltAtt+aa,it' _ .7OS92REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. • • • •• • • ,�II.•tg*'e4 E a THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION • • •• • • Ji.,ZD`LD SSIl FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR �® ATE OF Sc,; drawing no. WATER INFILTRATION RESISTANCE ETC. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. �� '•OR�OP• �� W l 0-26 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, p„�'.u,u s.-I 1 f�..rnl \ AND TO BE REVIEWED BY BUILDING OFFICIAL. SHUTTERS ARE NOT REQUIRED. ••�_f �• : •:• : : ''y�ysj�®1 lilt" V\\ sheet T of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSP (XO OR OX SIZES) (XO OR OX SIZES) o 2 ANCHORS AT MTG. STILE ENDS 3 ANCHORS AT MTG. STILE ENDS 3 GLASS TYPES GLASS TYPE - GLASS TYPE Z WINDOW DIMS. A & 'C' 'D' WINDOW DIMS. A D m n f WIDTH HEIGHT EXT.(+) INT.(-) ExI.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) H M 26-1/2" 3 70.0 70.0 80.0 90.0 26-1/2 - - - 00 v o 0 37" 4 70.0 70.0 80.0 90.0 37" - - - 0 53-1/8" 26. 6 70.0 70.0 80.0 90.0 53-1/8" 26" - - - I C 74" 8 70.0 70.0 80.0 90.0 74" - - - 0 N M 26-1/2" 3 70.0 70.0 80.0 90.0 26-1/2" - C ui� 37" 4 70.0 70.0 80.0 90.0 37" - - - a M 38-3/8" 38-3/8" g D m a 8 53-1/8" 6 70.0 70.0 80.0 90.0 53-1/8" - - - 0 IL 0 0 C of 74" 8 70.0 70.0 80.0 90.0 74" Z O �bNB 26-1/2" 3 70.0 70.0 80.0 90.0 26-1/2" - - - Q W D e b 37" 4 70.0 70.0 80.0 90.0 37" - - - Z N- m 53-1/B" 50-5/8" 6 70.0 70.0 BO.O 90.0 53-1/8" 50-5/8" - - - J Z m " J 74" 8 70.0 70.0 80.0 90.0 74" 26-1/2" 3 70.0 70.0 80.0 90.0 26-1/2" 37" 4 70.0 70.0 80.0 90.0 37" 53-1/8" 63" 6 70.0 70.0 80.0 90.0 53-1/B" 63" I 74" 5 70.0 70.0 73.7 73.7 74" B 820 89.0 - o 24" 3 70.0 70.0 80.0 90.0 24" 36" 4 70.0 70.0 80.0 90.0 36" 48" 24" 5 70.0 70.0_ 80.0 90.0 48" 24" - - - N a 60" 7 70.0 70.0 80.0 90.0 60" 72" 1 8 70.0 70.0 80.0 90.0 72" - - - O Q 3 24" 3 70.0 70.0 80.0 90.0 24" - x °°m C C>O^ 36" 4 70.0 70.0 80.0 90.0 36" - - �`T' nm 48" 36" 5 70.0 70.0 80.0 90.0 48" 36" 60" 7 70.0 70.0 80.0 90.0 60" - - - o ,�'"a- 72" -72" B 70.0 70.0 80.0 90.0 72" - - - w a i N o h 24" 3 70.0 70.0 80.0 90.0 24" - - - w oan cwJ 36. 4 70.0 70.0 80.0 90.0 36" 48" 48" 5 70.0 70.0 80.0 90.0 48" 48" 60' 7 70.0 70.0 80.0 90.0 60" - - - 72" 8 70.0 70.0 80.0 90.0 72" - - - 24" 3 70.0 70.0 B0.0 90.0 24" - V 36" 4 70.0 70.0 80.0 90.0 36"48"`" 60" 5 70.0 70.0 B0.0 90.0 48" 60" - -60" 7 70.0 70.0 80.0 89.8 60" 7 90.072" 8 70.0 70.0 80.0 80.9 72" 8 90.024" 3 70.0 70.0 %081 24" - - 36' 4 70.0 70.0 36" - - 48" 63" 5 70.0 70.0 48" 63" - - •• ••• • • • • • c v 60" 7 70.0 70.0 60" 7 80.0 90.0 • • • • 1 • • • .100 � ° °'-° ry o .N • •• • • • • ••• • do< m 72" 8 70.0 70.0 72" 8 80.0 90.0 • • •• • • • • • A = NO. OF ANCHORS PER HEAD & SILL ••• ••� ••� ••• : : ••• \11t1111111/I// � EN E/2W) �. so* ese 0 (1/3W}. (2/3W) • • • • • • • • �R�;,;uc';1tEY;.S>::w0 - • • • • • • • e •<c:., - 0.70592 - a NOTE: • • • •• • • • • RT,;',,,t3 c ;a GLASS*CAPACI�-M•LS ON THIO SHEET ARE•• • •,,.; = i ' BASED (SN ASIA E130t�09 (3 SEC. GUSTS) • :tic=nL to ADZ!? %®•. TATE (U�� Browing no. AND FLORIDA BUILDING COMMISSION t0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH .1 �(1 _ Y,'� i '.,ORIDP`.•'�� VV10-26 DECLARATORY STATEMENT DCA05-DEC-219 _7�r "cd,;ct Cbnuyr / ' tss ""' ��` ••• • • • • ••• • • ��v///// '�/�/// 'XO OR OX' 'XO OR OX' • • • • /1111111 2 6 • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF :m�� (XOX SIZES) (XOX SIZES) (XOX SIZES) (XOX SIZES) o rl AN AT MTG. STILE ENDS 3 ANCHORS AT MTG. STILE ENDS 2 ANCHORS AT MTG. STILE ENDS 3 ANCHORS AT MTG. STILE ENDS _ . .)GLASS TYPES GLASS TYPE GLASS TYPE GLASS TYPES GLASS TYPE GLASS TYPE Z q � J WINDOW DIMS. 'B'I& 'C' 'D' WINDOW DIMS. A 'D' WINDOW DIMS. A 'D' & 'C' 'D' WINDOW DIMS. A 'D' O "' m Z WIDTH I HEIGHT - EXT(1)7WT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) H w2 to m 74" 8 70.0 - 70.0 80.0 90.0 74" - - - 74" 8 70.0 70.0 80.0 90.0 74" - - - C u N OU 106-1/4" 26" 12 70.0 70.0 80.0 90.0 106-1/4' 26" - - - 106-1/4" 26" 12 70.0 70.0 80.0 90.0 106-1/4" 26" - - - 0 j leNy M Lu 111" 12 70.0 70.0 80.0 90.0 111" - - - 111" 12 70.0 70.0 80.0 90.0 111" - - - CL �W � 0 74" 8470.0 70.0 B0.0 90.0 74" - - - 74' 8 70.0 70.0 80.0 90.0 74" - - - 01-'7 m 106-1/4" 38-3/8" 70.0 80.0 90.0 106-1/4" 38-3/8" - - - 106-1/4" 38-3/8" 12 70.0 70.0 80.0 90.0 106-1/4" 38-3/8" - - - 0 7 ui,, 171' 70.0 80.0 90.0 111" --- - - 111" 12 70.0 70.0 80.0 90.0 111" - - - d 0>M g X74" _ 70.0 80.0 90.0 74" - - - 74" 8 70.0 70.0 80.0 90.0 74" - - - 0 a a 0 `1 106-1/4" 50-5/8'• 70.0 80.0 90.0 106-1/4' 50-5/8" - - - 106-1/4' 50-5/8" 12 70.0 70.0 B0.0 90.0 106-1/4 50-5/8" - - - y -12--70:0- -70.0- - 80.0 90.0 111" - - - 111" 12 70.0 70.0 80.0 90.0 111' - - - a w 7�+ 74" 8 70.0 70.0 80.0 90.0 74" - - - 74" 8 70.0 70.0 80.0 90.0 74" - - - V.Z NO E 106-1/4" 63' 12 70.0 70.0 75.5 75.5 106-1/4" 63•• 12 80.0 90.0 106-1/4" 63•• 12 70.0 70.0 75.4 75.4 106-1/4" 63" 12 80.0 90.0 .�Z M Q "1 711" 12 70.0 70.0 73.7 73.7 111" 12 80.0 89.0 111" 12 70.0 70.0 74.2 74.2 111' 12 80.0 89.0 Q W 0 g 72" B 70.0 70.0 B0.0 90.0 72" - - - 72' 8 70.0 70.0 80.0 90.0 72" 84" 9 70.0 70.0 80.0 90.0 84" - - - 84" 9 70.0 70.0 80.0 90.0 84" - - - 36" 36" 36' 36" po 96' 11 70.0 70.0 80.0 90.0 96" - - - 96' 11 70.0 70.0 80.0 90.0 96" - - - 108" 12W70.070.0 80.0 90.0 108" - - - 108" 12 70.0 70.0 80.0 90.0 108"72" 8 70.0 80.0 90.0 72" - - 72" 6 70.0 70.0 80.0 90.0 72"84' 9 70.0 60.0 90.0 84" - - - 84' 9 70.0 70.0 80.0 90.0 B4"48" 48" - 48" - --- - 48"96" 11 70.0 60.0 900 96" - - - 96' 11 70.0 70.0 80.0 90.0 96"108" 1270.0 80.0 90.0 108" - - - 108" 12 70.0 70.0 80.0 90.0 108' - - - p72" 8 70.0 80.0 90.0 72" - - - 72" 8 70.0 70.0 80.0 90.0 72" - - NUom84" 9 . . 70.0 80.0 90.0 84" - - - 84" 9 70.0 70.0 80.0 90.0 84" - - - o o p ai 60" 60" - 60" 60" a>o n 96" 11 70.0 70.0 80.0 86.4 96" 11 80.0 90.0 96" 11 70.0 70.0 80.0 85.5 96" 11 80.0 90.0 ? c c<"- 108" 12 70.0 70.0 80.0 80.9 108" 12 80.0 90.0 108' 12 70.0 70.0 80.0 81.8 108' 12 80.0 90.0 1i i M a Q p W 72" M87 .0 70.0 80.0 90.0 72" - - - 72" 8 70.0 70.0 80.0 90.0 72" - - - tO O h 84" .0 70.0 80.0 87.5 84" 9 80.0 90.0 84" 9 70.0 70.0 80.0 84.5 84" 9 80.0 90.0 o>63" 63" 63"96" .0 70.0 80.0 60.2 96" 11 800 900 96' 17 70.0 70.0 78.8 78.8 96" 11 80.0 90.0 108" .0 70.0 74.8 74.8 108" 12 80.0 90.0 108" 12 70.0 70.0 74.9 74.9 108" 12 80.0 90,0 to J a N x A = N0.-OF-AN CHORS-PER-HEAD&SILL - A = NO. OF ANCHORS PER HEAD & SILL -� a 0 c (1/3w) I(i/3w) (1/3W) (1/4W) (1/2W) (1/4W) a Ic _ _ N OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH ••• ••ePE:AT:G V%TS 1�0 VIE 1.^00F THE WINDOW WIDTH o 0 N • • •• • • • • XOX'� • •• • • • • •••'X• 016' W •• ••• •• • • • •• \\\\\\111.q111111j7 • • • • • • • • -c,xrp!Viry„!uitA[Inx Ftta^ _ 0592 _ NOTE- 0 • GLASS•eAJACIfjFp aN TAI$ ¢IqT'ARE i• i i °"'"''""'`N Ij�� - O BASED MN AS-RA El 30@-009 (3 SEC. GUCTS) • ,i odo ^ate (�� AND FLORIDA BUILDING COMMISSION /STATEOF �� drawing no. DECLARATORY STATEMENT DCA05-DEC-219 ,:,:4Yi ,o<ii ,dc:ctC•ncru9 %� �•�ORIO>•.•.�i�; Vy10-26 ••• w • • ••• • • 77771®ON A sheet2,lof 6 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -i TYPICAL TYPICAL ANCHORS SEE ELEV. 1 B OR SPACING FOR SPACING WOOD BUCK rlD.�'� _. Fr -------------IST.- METAL I I MIAMI—DADE COUNTY APPROVED I z ro m J C ° d° n d STRUCTURE g N j MULLION & MULLION ANCHORS I C I SEE SEPARATE NOA d. = 3 o GE DIST. Y I I I I n I' ... N EDGE DIST. N I EDGE DIST. j l Q 2 2 N Z 3IL 0 ri c) i -_—- - - _—- J J 0 G�1 O t \ Q ILD ai 9 TYPICAL ANCHORS TYPICAL ANCHORS O SEE ELEV. SEE ELEV. Q:�uj Z O Xj FOR SPACING FOR SPACING Q W H fi c II it II II _ L6 z�Q 0 ii II 4 TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q w m WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, FY-155 KSI) ii AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO-28Y WOOD BUCKS^OR WOOD STRUCTURES 1-1/2" MIN, PENETRATION INTO WOOD (HEAD/SILL/JAMBS) a THRU 1 BY BUCKS INTO CONC. OR BLOCKS T v 1-1%4° MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o y II WEEYHOLES: � 3 it iI i, it 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) T� W1 = 3/4" X 1-1/8" WEEP SLOT AT 2" FROM EACH END tI WITH PLASTIC BAFFLE. DIRECTLY INTO CONCRETE OR BLOCKS = n 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) W2 = 3/16 X 1-1/2" WEEP SLOT AT 2" FROM EACH END v � O I I I � � 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS). ni w $ — o = W3 = 1/8" X 1-3/4" WEEP SLOT AT MID WIDTH OF VENT. o a`o . . r J W J #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) = c c>'o N o d F d INTO METAL STRUCTURES (HEAD/SILL/JAMBS) ? 3�n z W II. li SEALANT: (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ¢ �)<"' 3 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) o m y ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ° 3 0 PECORA 1215 SEAM SEALER. STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) v t (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ¢ a ou7b X12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 'v INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) in yy it it f II8 w C E ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) o N STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) o i - l I_ ADHERED TO SILL (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o IBWIT WITH SILICONE ALUM BAR II 2-3/ 6-8'X 1/8'X 3" LONG TYPICAL EDGE DISTANCE a a 2 W3_ AT FIXED MTG. RAIL LOCATIONS I to INTO CONCRETE AND MASONRY = 2-1/2" MIN. m z / INTO WOOD STRUCTURE =1 MIN. Ov t9 INTO METAL STRUCTURE = 3/4" MIN. o •• ••• • • • • • •• • • • • • • • • WlOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. o o'° N 27 t6 ,�^ _ • •• • • • • Cat�RETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 '-' 15 -� �_ •• • • • • ••• � y • • • • • • • HOLLQW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm 2000 PSI MIN. d 2- 113Y m WOOD BUCK.' ��' ••• •• • • • •• \\\1\111111/1 A1§�uf.��/qs7i7 a I �\ � ��' GENSF•'•V'�i n `w o d ° • • I • • • • • • •r-c,nOUL'l REVISED _ 0.70592 '_ - ° -n 1 ic-wlth¢hssOi& d ' ° v. ° °•{J •• • • • •• • • ciar ode — v a u TYPCAL'AN(lHORS •• • • • c o[aon — •��` �� °TYPICAL ANCHORSDoleQom.• �UZ-0 I '' SEE ELEV.` drawing no. A -� � .sic tion $ ° II SEE ELEV. N C FOR SPAIG �j �' FOR SPACING y 'ice •(OR1DP.•' W�O 26 Wt W2 EDGE DIST. Dade,:1 ..r Ptaluct Cnotr EDGE DIST. � �„ � � •:• : : : : •:• : � ////®��1\\\\ sheet 3 of 6 • •• •• • • • •• •• ••• • • • ••• • • 1/4' MAX VENT WIDTH 1BY SHIM 1/4" MAX' WOOD BUCKS T D SHIMS 3 Co D.L. OPG. Z m TYPICAL ANCHORS 20 23 TEE CELAL ECHORS 0 m SEE ELEV. FOR SPACING FOR SPACING 24 - - - - — 0 j R O Fvou U N i 1 1/4" r w 20 /�y�Z p p O a. Q Q ------SCREENS OPT. ---- _ aW= D.L. OPG. w N - o S4 O f ^ 26 METAL 4 6 , d J (5 ro Q • STRUCTURE EXTERIOR Q w 01 F WINDOW WIDTH 0 N XO LAYOTJT ; o v II o �I VENT WIDTH VENT WIDTH 1/4" MAX. a �- SHIMS• Z i 1/4• SHIM p O.L. OPG. O.L. OPG_ '1 BY Q, � MAX. YO_ !� 1.. BUCKS `o n u U 29Y WOOD BUCK 20 23 23 O / -EE CE EV ANCHORS � �v>o n W OD STRUCTU vo/ FOR SPACING 24 24 1 2" F� 0 > 0>j;tn v w T-1/4` 5 ao0oJ ` N �p C-� ------SCREENS 0 ___ O - �` L. OPG. a 26 6 EXTERIOR o c o WINDOW WIDTH ~ W _ U wa u TYPICAL ANCHORS XOX LAYOl7T� y T,; o i SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION •• ••• • • • • • •• vi o _ h MULLION ANCHORS • • • • • • • • • c °�o f SEE SEPARATE NOA - • • •• • • • • • N o_ o `-' • •• • • • • ••• • c� I I I 1 • • • • • • • • I 1 • • • • • • • • • =R<itiU:�kBYi;aL = .70592 _ I I I I • • • •• • • • • • "o,n�:yi-c l:Jl:h lhc=�N.RV2+� _�+ � �_ — � .— :—.—-. I I I I • • •• • • • •• • • -� 3 r �` 17—loll. � � u � IL --J.1 0 - {.`''`..•�,^,r2:1� ��® . ATEOP •�/�� drawing9 no. ----------- 0 [W10-26 TYPICAL ANCHORS ••• • • • • ••• • • SEE ELEV. FOR SPACING • • • • • • • • ,�YY ®��1�`VV sheet ¢ of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • p-2.765 968 ITEM PART III QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 4 v .Q6� n.P .843 1 V703 1 FRAME HEAD 6063-T6 oI .500 2 V202 1 FRAME SILL 6063-T6 - .601 - - Z ono Z y 3 V203 1 SILL TRACK 6063-T6 Z 1.476 .937 .050 - n q 1 312 875 1.125 4 V201 2 FRAME JAMB 6063-T6 f.w a 2.687 - 062 I� I 5 V205 AS READ. FRAME JAMB ADAPTER 6063-T6 - f 2 V104 I/ XED MTG. 8 5 TMP .906 �•i .875 F-- 7 V204 1/VENT FlVEI•fI INTERLOCIK 6063-T6 - 0 o 8 V209 1/VENT JAMB STILE 6063-T6 - pI µl O VENT TOP/BOTTOM RAIL O JAMB ADAPTER 9 V107 2/VENT TOP AND BOTTOM RAIL 6063-T6 - Q t y r M-1.187 1.125 10 V108 AS READ. GLAZING BEAD 6063-T6 - V 0?m 2.063 .062-jr- 13 - AS READ. ADD-ON.SILL RISER 6063-T6 USE AS READ. d K Ir M °o a p N O7 FRAME HEAD �F 14 - 4/VENT ROLLER HOUSING & GUIDE CELCON Q 062 - O-a _ TMP' 1.100 15 V208 2/VENT ROLLER BRASS - �,K Z O N F � � .674 16 V207 2/VENT ROLLER PIN ST. STEEL - w 7 1i7 1.125 J 1.775 2 y- 178 X 1-1/4" AS RE00. FRAME/VENT ASSEMBLY SCREWS CRSSMS .967 ,184 18 $8 X 3" 2/VENT FIX. RAL SILL SCREWS (SILL END) CRS P.H. SMS a W m d .875 SI 19 - AS REQD. FIN SEAL W'STRIPPING - ULTRAFAS 0 L 13 SILL RISER 20 9146OU AS REQD. BULB SEAL (DUAL DUROMETER,T-SLOT=50. BULB=73) NEOPRENE ULTRAFAB -1..188 - - 22 9146QU AS REQD. GLAZING BEAD BULB (DUAL DUROMETER, T-SLOT=50, BULB=73) NEOPRENE ULTRAFAB o 23 2/VENT SWEEP LATCH �AT 6-1/2" FROM EACH F1JD J i 3.875 .078 U JAMB STILE ' 1 1 125 24 #8 X 3/4" 2/ LATCH LATCH INST. SCREW ST. STEEL PH SMS o m TYP. 2.625 - ./ 2.063 25 - 2/WOW. WEEP VALVECD 26 1/VENT 5/16" BOX SCREEN - OPTIONAL ? 2.187 27 ¢6 X1/2" 2 BAFFLE INSTALLATION SCREWS - PH TEKS - 28 AS READ. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A r\i U .500Ll c h �1 11.179 29 - AS READ. ALUM PLATE (2 3/16" X 1/8" X 3" LONG) 6063-T6 Y-III .906 1.139 2.765 29 ALUMINUM BAR ' O FRAME SILL w �lin uv r aon- O7 MEETING RAIL w o a n°w O .050 1.420 -1.1144-1 .585 .312 1.187 TYP. 1.5780 SILL TRACK .062 1.75 JaNo VNw NmNoad7 =rcaz �ma-oa .500 -1.750 .. O FIXED MTG. RAIL •• ••• • • • • • •• c v o n r` • • • • • • • • s 40= � $ � -1 x.147 • •• • • • • ••• ! ' .062 TMP. .865 •• •1• •• • • • •• \\\tI1111111/!7/ O 062 TYP. . .... 77i o 2.827 2.950 `� I ucewsF•••�V .687 • ••• • ••• ••• _ • o � • • • • • • • e • ":?>nGCT'atEV:SEU .70592 t o GLAZING BEAD • • • • • • • • • :• I nnsx;rn,r.ith mx FICcSit _ _ 3 apt. -.3.6 O .937 • •• • • • i=::pua,rr;;T,a.. �� ®'• STATE OF ((�� drawing no. ASsm D�ie Pn;.iuN.Cbr�'r �i ..•RI... GV O4 FRAME JAMB ••• • • • • ••• • • '27��®®N • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U � IIWII II ,7 0 q � J CZ % w a / O W NO�m O N a�W � p N M u C G m cff0 0 0 <0 d O�tlirc N O,.1 Q W�LL ii LLZN_ a Jzma Q W 01 f O � o VENT TOP/BOTTOM CORNERS FRAME TOP CORNER i o 3 c� o 0 a n Q 4 IV V �3Yoa o Ad 7 o v >3 t n _ w 1 :n a- -6 w o a n 6 W se so � ,Q{ rl Ci Gi Ci o o - a •• • . •• \`11111111d1�7 �� pxt •� i n _o �` ��:•'IGEN@F � • • • ••• • o 18 • • • • • iayu�.wM ib.Ratite _ _ _ • • • •• • • • • • L.,.ii.iins Cm9e v° a o • • • • • •• • •acc_ptnaa r1> IDII-C4 TATE OF drawing no. FRAME BOTTOM CORNER ' CORIDP.•' ®` W10-261 FIXED MTG. RAIL CORNER •.• • • • . ••• • • n.L,taY,)',�„Pro-iuce_o:Eray �'/®��,��`� sheet 6 of 5 • •• •• • • • •• ••