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WS-13-952 I i f sf , e 4 x M1 Lt�...� • 5 gel• �' 3v :A.*^.x�''.. P 3 a F a . INSPECTION RECORD POST ON SITE Permit NO. S-5-13-952 -Miami Shores Village hatters 10050 N.E.2nd Avenue E' Miami Shores,FL 33138-0000 f1SFdow/1>gor iCacem£nt Phone: (305)795-2204 Fax (305)756-8972 Issue Date:5/10/2013 Expires: 11/0612013 INSPECTION REQUESTS: (305)762-4949 or Log on at https:llbldg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Windows/Shutters Parcel#:1131010230100 Owner's Name:ESTHER PHILISTIN Owner's Phone: Job Address: 174 NW 102 Street Total Square Feet: 0 Miami Shores- FL 33150- Total Job Valuation. $ 3,000.00 Bond Number: WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM-6:0013M.NO WORK IS ALLOWED ON SUNDAY Contractor(s) Phone Primary Contractor OR HOLIDAYS. HOME OWNER Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. THIS MUST BE ON JOBAT TIME of I nn N KrECTIO NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD w.-STRUCTURAL "� ZONINGI - LUMBING INSPECTION DATE INSPINSPECTION I DATE1 INSP INSPECTION DATE INSP Foundation ZoningFinal Stemwalt ZONING COMMENTS Rough Slab Water Service Columns 1 st Lift Rough Columns 2nd LiftLOP Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains Windows/Doors Gas Interior Framing INSPECTION DATEI INSP I LP Tank Insulation Temporary Pole Well •' Ceiling Grid 30 Day Temporary Lawn Sprinklers Dfywall Pool Bonding Main Drain Firewall Pool Deck-Bondin Pool Piping Wire Lath Pool Wet Niche Backflow Prevento Pool Steel Underground Interceptor Pool DeckI Footer GroundCatch Basins Final Pool Slab Condensate Drains Final Fence Wall Rou h HRS Final Screen Enclosure Ceiling Rough Driveway Rough PLUMBING COMMENTS Driveway Base Telephone Rough Tln_Cap Telephone Final Roof in Pr ress TV Rou h Mop in Progress __ __ ITVF-Ml_ Final Roof_ Cable Rou h Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final -ADA--co Hance ____. - -- Alarm Rou h — - — SPEC'TTON DATE I INSP Alarm Final Underground Pipe DOCUMENTS Fire Alarm Rough Soil Bearing CertFire Alarm Final Rough Soil Treatment Cert Service Work With Floor Elevation Survey Ventilation Rough Relnf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate Pressure Test Spot SurveyFinal Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum FIRE MECHANICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm Miami Shores Village Building Department 3 3 3 2014 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �pR — Tel: (305)795.2204 Fax: ( 5)756.8972 INSPECTION'S PHONE N :(305)762.4949 F C 20 BUILDING Permit ISWq PERMIT APPLICATI Master Permit No. Permit Type: BUILDINa ROOFING JOB ADDRESS:�� C G 0 Z ( 0 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): _�` �( C( � (1 Phone#: 22�6 54 Address: e 1C)?_ -- _ City: rt. :(s44 it g:;�' State: zip: � 1 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �1a c�a.�� Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 51) 0 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ARRepair/Reglace ❑Demolition Description of Work:- f o 9 c` � 0 >� 1---r�k Color thru tile: xxx�xxxx�xxx�xxxxx�xx�x�xa�xx�x�xxxxxxxxFees��x�xxxxxx��x�x��xxx�xxxxxxx�x��x�x�x��xxxxx Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE VO Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ,, 2 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before methis-,) —The foregoing instrument was acknowledged before me this day of M1a�,20 4,by � S�Gi-e/' P/) 121'sii . day of ,20_,by , who is personally known to me or who has produced P�i'22 who is personally known to me or who has produced d Z950--e As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Floes Print: puul- My Commiss nJz :jooaan aM FetidFn1 2753 My Commission Expires: M,C. rvowcm Exp�rea 01112I�18 APPROVED BY ✓ Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) e R o Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �toRi� Tel: (305) 795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: I+)c,r`?�c l c -s DATE: ADDRESS:� — 1,0 10 �, 'sks k- � EL 6-6OT-0 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,RS 489.103(7). And I have read and understood the following disclosure statement,which entitles me to work,as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with- holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial_ 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial_ 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease. If a building or"fesidence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. ' Init[A 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial�_ 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial J ' 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial__ 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial__ 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or hfto:/hym.myfioddalicense.comidbi)r/pro/C*ilbrindex.htmI Initial ✓� 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: pirtu3 'F�� Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial VZ Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of 1-4016A , 20 ZL gy � 5- 39C 1462 1 L, dy, who was personally known to me or who has Produced there License or 12 cl-Q 3AQCJ MLE'L-0 as identification. 17 .OWNER Notary rk`ft*Of%rid& rr") Joanf*M Felideno i* �y COMW"lan FF 082753 EXRIrob01/12/201a 7�jo,- �<t�)� f1 � 2 13 .. E {(fie atc� J CQ GQ c.- 1 J ct. c'1 div � r `5�►ORES G, Miami shores Village Building Department ones J 1 11 10050 N.E.2nd Avenue Miami Shores, Florida 33138 L�No�� Tel: (305) 795.2204 IORIDA Fax: (305) 756.8972 MARCH 3, 2014 Permit No: WS 13-952 Building Critique Review REVISION The permit has expired, need to re -new the permit. The renewal should reflect all openings to be cover under this permit. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected,we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. 174 NW 112 ST. MIAMI SHORES, FL. Q�?�rn3t'�� N/��u►p Gu� pos t2-�ott3•o' 3q q xfa Pb•O2 I(em Q 4-*770 N Qii3 Al &Ww4p 'F7o Zero U t2-n222.07 o Z,.. SR ��lx 3 poi t2 9�-Da3-o2 *Qufl .07 Nu.�' �Z.o28Z•o7 ��X26 Yo Imp -yo - ' NOW lZ- $ _ z 190 s r' z l --0113.02 IVO Z�aa 6 4?n .Aro R-A-MMS ENGINEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior& Exterior Zones (4&5 -Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Arep in Square Feet Height 10 20 30 40 50 60 Maximum 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9. '44.9 44.2 43.6 50 51.8 1 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tributary Are in Square Feet Height 10 20 30 40 50 60 Maximum -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 1 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 1 -52.5 1 -51.5 -50.7 -50.1 60 -58.2 -55.8 1 -54.4 1 -53.4 -52.6 . -52.0 Exterior Zones (5 =Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Are in Square Feet Height 10 20 30 40 50 60 Maximum -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 .-51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 1 -64.7 -61.9 -60.0 -58.5 -57. 60 -71.9 -67.0 -64.2 -62.2 -60.6 1 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is but not less than 4% of least horizontal dimension or 3 ft. (h = m an roof heig t fee . NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TA EN FOR FLAT OFS. r M IAM bQADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION " DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww%v.m1am1d9da,aov1pera/ 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 PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 11200"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W10-26,titled"Series 200 Alum.Horiz. Sliding. Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 04/23/10 with revision B dated 11/22/11,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P. E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#10-0824.05 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ' NOA No. 12-0113.01 Mt�aoe Co t�tY Expiration Date: December 30,2015 Approval Date: March 01,2012 Page 1 r , Labrador&Fundora Corp. dba V&V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-26,titled"Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.)",sheets 1 through 6 of 6, dated 04/23/10 with revision B dated 11/22/11,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 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of horizontal slider,prepared by American Test Lab of South Florida,Inc.,Test Report No.ATLSF-0126.01-10, dated 06/08/10, signed and sealed by Edmundo J. Largaespada,P. E. (Submitted under previous NOA#10-0824.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007 and FBC-2010,prepared by Al-Farooq Corporation,dated 06/24/10 and revised on 11/21/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2007 and FBC-2010,and of no financial interest,dated November 21,2011, signed and sealed by Javad Ahmad,P. E. 2. Laboratory compliance letter for Test Report No. ATLSF4126.01-10,issued by American Test Lab of South Florida,Inc.,dated 06/08/10,signed and sealed by Edmundo J. Largaespada,P. E. (Submitted under previous NOA#10-0824.05) G. OTHERS 1. Notice of Acceptance No. 10-0824.05, issued to Labrador&Fundora Corp. dba V & V Windows for their Series"200"Aluminum Horizontal Sliding Window-L.M.X., approved on 12/30/10 and expiring on 12/30/15. Map0.e,hrez,P.E. Product-control 16aminer NO!—No-'12-0113.01 Expiration Date: December 30,2015 Approval Date: March 01,2012 E-1 74• ,,,• _— � WINDOW WIDTH WINDOW WIDTH 6'MAX. 9'MAX. m 6•MAX. 9'MAX. m Z 3 HEAD/SILL Ip-- I HEAD/SILL HEAD/SILL HEAD— /SILL z Q CORNERS A I I �p CORNERS s ii ii 11 II Q;p ii ii n II oQ� � C u D C D ii ii U Dpi 8 p e/ Tr T �� o /�f� apo I� .2 O / v� 11 II N H LL N 5 __fit __ 2' __—jt—__ ____$F.__ __ ____ �Z_ g1 11 II It 11 11 II II Q I I 11 ii 11 .j j B � " pp3 FALSE MUPITINS FALSE MUNTWS 3 (SURFACE APPLI D) 32 5/8' 33' (SURFACE APPLIEO� 24 5/8• 48 5/8' 24 5/8' MAY BE USED 5/8- D.L. OPG. D.L.OPG. MAY 8E US D.L.OPG. D.L.OPG. D.L.OPG. 38 3/4' 28 3/4• 28 3/4' e VENT WIDTH VENT WIDTH VENT WIDTH TYPICAL ELEVATIONS Nj 0 �Y2 3/16•ANN. GLASS 1/8'HEAT STREN'D.GLASS 3/1V HEAT STREWD.GLASS v} THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. �+ @ I SHUTTERS ARE NOT REQUIRED. .090•INTERLAYER .090'INTERLAYER .OW INTERLAYER S a i BUTACITE PY8 BY'DUPONV BUTACITE PVB BY'DUPONY SENTRYGLAS BY'DUPONT' 0 SERIES 200 ALUMINUM HORIZONTAL SLIDING WINDOW 3/16'ANN. Guns 1/8'HEAT STREN'D. GLASS 3/16'HEAT STREN'D.GLASS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER SILICONE SILICONE SILICONE CHARTS SHOWN ON SHEET 2. DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 PECORA 895 PECORA 895 PECORA 895 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE m o $ COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER z i !I z z i 11 1S R WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 22 i !i s 22 22 i !i MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. iii 1 ii THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a a a REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING ,o 10 HIGH VELOCITY HURRICANE ZONE(HVHZ). oc<m WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER GLASS TYPE 'H' GLASS TYPE `C' GLASS TYPE ')' LOADS TO THE STRUCTURE. ll� ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS �[� PRODUCT RBVLgWEMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. GLAZING OPTIONS $70592. wclool=PIY( tb°Bl8d6CAAANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS �S�B AcccpW=No ARE NOT PART OF THIS APPROVAL. imticn pa� is ti 5 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. BBY� drowio MATERIALS INCLUDING BUT NOT LIMITED TO STEEL./METAL SCREWS,THAT COME INTO W10-26 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. sheet of S • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF a y� (XO OR OX SIZES) (XOX SIZES) 0 GLASS TYPES I GLASS TYPE GLASS TYPES GLASS TYPE WINDOW DIMS. A B.& C. 'D' WINDOW DIMS. A 'D' Z n WIDTH I HEIGHT EXT.(+) 1HT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) Exr.(+) INT.(-) 2� a 26-1/2• 3 70.0 70.0 80.0 90.0 74" 8 70.0 70.0 80.0 90.0 37• 28" 4 70.0 70.0 80.0 90.0 106-1/4• 26' 12 70.0 70.0 80.0 90.0 i,p V 53-1/8• 8 70.0 70.0 80.0 90.0 771• 12 70.0 70.0 80.0 90.0 d 74• 6 70.0 70.0 80.0 90.0 74' 8 70.0 70.0 80.0 80.0 IL 26-1/2' 3 70.0 70.0 80.0 90.0 106-1/4• 38-3/8" 12 70.0 70.0 80.0 90.0 G a 37' 4 70.0 70.0 1 80.0 90.0 111• 12 .70.0 70.0 1 80.0 90.0 V d 53-1/8• 38-3/B• 8 70.0 70.0 80.0 90.0 74• 8 70.0 70.0 80.0 90.0 a a��1 eygli 74" 6 70.0 70.0 80.0 90.0 106-1/4° 80_5/8• 12 70.0 70.0 80.0 90.0 00 3 n O 26-1/2• 3 70.0 70.0 60.0 90.0 171• 12 70.0 70.0 80.0 90.0 37° 4 70.0 70.0 80.0 90.0 74' B 70.0 70.0 80.0 90.0 53-1/8' 50-8/8• 6 70.0 70.0 80.0 90.0 106-1/4• s• 12 70.0 70.0 80.0 90.0 z 74' 8 70.0 70.0 e0.0 90.0 111' 12 70.0 70.0 80.0 89.0 Q 26-1/2" 3 70.0 70.0 80.0 90.0 72• 5 70.0 70.0 80.0 90.0 37• 4 70.0 70.0 80.0 90.0 84' 9 70.0 70.0 80.0 90.0 83-1/8• �• 6 [70.0 70.0 80.0 90.0 B6• 38" 11 70.0 70.0 80.0 90.0 74• 6 70.0 80.0 89.0 108• 12 70.0 70.0 80.0 90.0 24" 3 70.0 B0.0 90.0 1 72• 8 70.0 70.0 80.0 90.0 $p 36• 4 70.0 80.0 90.0 84• 9 70.0 70.0 80.0 90.0 3 48• 24" 5 70.0 80.0 90.0 96" 11 70.0 70.0 80.0 90.0BO• 7 70.0 80.0 90.0 108• 12 70.0 70.0 80.0 90.0 0y72' 8 70.0 80.0 90.0 72' 8 70.0 70.0 80.0 90.0 24' 3 70.0 70.0 80.0 90.0 84• _ 9 70.0 70.0 80.0 90.0 38• 4 70.0 70.0 80.0 9G.0 98" 11 70.0 70.0 80.0 90.0 = O o vvaom 48" 36• S 70.0 70.0 80.0 90.0 708• 72 70.0 70.0 80.0 90.0 60' 7 70.0 70.0 80.0 90.0 72' 8 7o.o 70.0 60.0 90.0 >a 72' 8 70.0 70.0 80.0 90.0 84' 9 70.0 70.0 80.0 90.0 $ ,y 24' 3 70.0 70.0 80.0 90.0 96" i t 70.0 70.0 60.0 90.0 rn o>3 c 46• 4g` 6 70.0 70 0 80.0 90.0 708• 12 70.0 70.0 60.0 90.0 S 60• 7 70.0 70.0 80.0 90.o B A N0. OF ANCHORS PER HEAD & SILL o 72° 8 70.0 70.0 60.0 90.0 24° 3 70.0 70.0 80.0 90.0 ry 36" 4 70.0 70.0 80.0 90.0 9 48• 80• 5 70.0 70.0 80.0 90.0 % ii % 1 j 111XXX 666111 80• 7 70.0 70.0 80.0 90.0 `r •r •r i o 72• 6 70.0 70.0 80.0 90.0 (1/4w) (1/2W) (1/4W) I$9 c 24" 3 70.0 70.0 80.0 90.0 a' Yo 36' 4 70.0 70.0 48' g3" 5 70.0 70.0 80.0 90.0 60• 7 70.0 70.0 80.0 90.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH _ 7z' s 70.0 70.0 eoo eo.o XOX' XOX' �m A NO. OF ANCHORS PER HEAD &SILL a m O 0 0 % .1 En :JACIVIL PRODUCTRBVISBD I13 0 (7/2W) (1/ 111 7 (1/3w) (2/310 C -.7 CD410 CN 2 Bn m, No 12-0/IF��1 \ =D NOTE: 6�iwlionDeool5 2 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) Q1� � drawing no. OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH AND FLORIDA BUILDING COMMISSION Z' DECLARATORY STATEMENT DCA05-DEC-219 �pV W1O-ZF) 'XO OR OX' 'XO OR OX' sheet 2 of 6 18Y TYPICAL ANCHORS METAL SEE ELEV. STRUCTURE �4 N WOOD DUCK FOR SPACING TYPICAL ANCHORS o SEE ELEV. F�___________________,� d SPACING o j I MWMI^DARE COUNTY APPROVED I 1 Z P: b° ,d. gM.LLK)N ANCHORS I Q N s o I II SEE SEPARATE NOA I o 11 II o Z II O p U (OA 19 a n u v x •r(07 � i ern O p� 9 iva ANCHORSTYPICAL ANCHORS O. SEE a". N I: 1 FOR SPACING FOR SPACING N -� n G ja nZi.ry•F r WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3 g WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING W1 - 3/4" X 1-1/6" WEEP SLOT AT 2" FROM EACH END 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSL Fy-155 KSI) WITH PLASTIC BAFFLE. INTO 26Y WOOD BUCKS OR WOOD STRUCTURES � 0 5 I !E W2 = 3/16 X 1-1/2" WEEP SLOT AT 2" FROM EACH END 1-3/8" MIN. PENETRATION INTO WOOD o a o W3 = 1/8" X 1-3/4" WEEP SLOT AT MID WIDTH OF VENT. x THRU 1BY BUCKS INTO CONC. OR MASONRY o o �. o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY = v°v°>o» k1 y y SEALANT: DIRECTLY INTO CONC. OR MASONRY L y y4" MIN. EMBED INTO CONC. OR MASONRY 1—i 'y> ALL JOINTS AND FRAME CONNECTIONS SEALED WITH / PECORA 1215 SEAM SEALER. g c-V ,914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) �n o 5 INTO METAL STRUCTURES o$ STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 5 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) y i I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 Cru) 8 a INTO MIAMI—DADE COUNTY APPROVED MULLIONS MIN. THK. _ .090"ADHERED TO SILL ( ) co y r WITH SILICONE ALUM BAR (NO SHIM SPACE) I!i 5Y3 2-3/16"X 1/6'X 3-LONG 2 14 AT FDCED MTG. RAIL.LOCATIONS TYPICAL EDGE DISTANCE � INTO CONCRETE AND MASONRY = 2=1/2" MIN. $ INTO WOOD STRUCTURE - 1" MIN.1 19 INTO METAL STRUCTURE = 3/4" MIN. c 27 I 15 16 CONCRETE AT HEAD, SILL OR JAMBS f c m 3000 PSI MIN. m I C-90 HOLLOW/FlLLED BLOCK AT JAMBS fm - 2000 PSI MIN. 0 m 25 3 O I 1 _ Eft ee° r JAVBD CIVIL Pr^.OnvIyh*with ft ° FLA� 70692 B E ng CO& hlhB FlO[PdS { d � Debs z v ". I 'TYPICAL AY•1CI10R5 Ac-p—NO TYPICAL ANCHORSn" 1 SEE ELEVi 9Y drawing no. FOE Ste• iFOR SPACING ,e W7 W2 FOR SPACING WOOD BUCK �d sheet 3 of 6 1/4'MAX VENT WIDTH SHIM 1/4'MAX. 11! lu © O BRIBES ,Y 0 D.L.OPG. 3 TYPICAL ANCHORS 20 23TYPICAL RS O SEE ELEV. SEE ELEV. FOR SCG FOR SPACING P Z sTRu ME- ------ ---- p. O 0 a n EL, 20 ° v enl - s 0 ro --SCREENS OPT. ---- ° O dyyJ O D.D.L. WO OPG. �WOOD BUCKS 4 28 EXTERIOR WINDOW WIDTH o XO LAYOUT — � g VENT WIDTH VENT WIDTH t/a•MAX. 1/4'SHIM y+py z MAX. © D.L OPG. 7 O D.L.OPG. WOOD BUCK 20 23 23 SEREANCHORS D STRUCTU FOR SPACING o= v E 4 o m 24 24 v *I� > U - O 3 O _----SCREENS 0 --- 0 -..... _.---------- ° WO WOOD BUCKS $� 4 2s a EXTERIOR o WINDOW WIDTH �,1 U�• j TYPICAL YPIC.ANCHORS XOX LAYOUSEE ELEV. T ffi TT FOR SPACING a i MIAMI-DADE COUNTY MULLIONAPPROVED MULLION Ell &MUWON ANCHORS SEE SEPARATE NOA II 11 I I 11 ftigr.JAV�AIiACAD' PROIKJC•1•RB1/1SBU lIi 1 1 FIA.PE 70p8g2 �amn YWS wM Ilio Fkdit CAN.�B3B Bdldfag Codd iFWmDataA—P No/ s $ IL _�I drawing no. ------------- --------- n TYPICAL ANCHORS m 6 MO�` W10-26 SEE ELEV.FOR SPACING Sheet ¢ Of B 2.768 .9082 ITEM PART® QUANTITY DESCRIPTION MATERIAL MANP./SUPPUXR/RBMARKB TYP. •843 1 V103 1 FRAME HEAD 6083-T6 - o .500 2 V202 1 FRAME SILL 8063-T8 - Ti_ 1 3 V203 1 SILL TRACK 8083-TB Z 2.887 Ogg 1.312 8 5 1.476 .937 .050 1.125 4 V201 2 FRAME JAMB 6D63-TB O w d iYP 5 V205 AS REDD. FRAME JAMB ADAPTER 6083-TS - g 6 V104 1/VENT FIXED MTC. RAIL 6053-T8 O O U .B7'S .908 .875 7 V204 1/VENT VENT INTERLOCK 6683-T6 _ �- 8 V209 1/VENT JAMB STILE 8083-T8 Q VENT TOP/BOTTOM RAIL Q JAMB ADAPTER .9 V107 2/VENT TOP AND BOTTOM ROUL --- - -- 8063-TB - 0 t a 4 I--1.187 1.125 t0 V108 AS REDD. GLAZING READ 6D83-T6 - �()p p�r� 2.063 •082 13 - AS REDD. ADD-ON SILL RISER 6083-T8 USE AS READ. S C M O7 FRAME HEAD 082 14 - 4/VENT ROLLER HOUSING&GUIDE CELCON - v fa„q Typ. 0 1s V208 2/VENT ROLLER BRASS - [yc W p 1.787 1.125 .6741 674 18 V207 2/VENT ROLLER PIN ST.STEEL - LL Z 7.77s .98�� .184 17 88 X 1-1/4" AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS 61a J uu 18 88 X 3- 2/VENT FIX.RAIL SILL SCREWS(SILL END) CRS P.H.SMS Q 1 .875 19 - AS REDD. FIN SEAL W'SfRIPPMG - ULTRAFAB 0 L 13 SILL RISER 20 914SOU AS REQD. BULB SEAL(DUAL DUROMETER,T-SLOT-S0, BULB-73) NEOPRENE ULTRAFAB 1.188 - - N 22 91480U -.AS READ. GLAZING BEAD BULB(DUAL DUROMETQ7,T-SLOT=50, BULB-73) NEOPRENE ULTRAFAB v g O JAMB STILE .128 23 2/VENT SWEEP LATCH AT 6-1/2"FROM EACH END 3.878 078 2 625 24 88 X 3/4" 2/LATCH LATCH INST.SCREW ST. STEEL PH SMS TIP. 25 - 2/VENT WEEP VALVE - qt --2.083 - _ ?L L500 26 1/VENT 5/16"BAFFLE BOX SCREEN OPTIONAL 2.1187 27 $6 X 1/2" 2 BAFFLE INSTAUATION SCREWS PH TEKS h �• Ell 1.879 FI O � .906 � 1.139 2.785 � Ii3a�p O ALUMINUM BAR 2 FRAME SILL 1.188 8 4 Q I a:o 52 � > aS 0 MEETING RAIL S vim: o tato �s ii33 164a o .585 Z12 030 1.876 1.787 TYP. I $ 3 Og Q3 SILL TRACK .082 TYP. � S 1.750 m $ .500 r75 2.825 © FIXED MTG. RAIL c m r -11--.147 .865 062 TYP. 2.82750 PRODUCT'REVLSED 1 4.687 Ful.PE�osez &scomPlYM8weh81aftmtda L to GLAZING BEAD c.A.N. Rni�l D " ly Iti -I .937 � By drawing no. R+ . W10-26 Q FRAME JAMB �4k sheet 5 of 6 W � ould Got ere. C � H ILZm o / se aW�� 0 VENT TOP BOTTOM CORNERS , g � � .FRAME TOP CORNER � o IV U S •p�O m n � .g�' � w �9y�d OoNS� 93 Ig O i mgr o01, . R 4MIIN0 PRUDUC,}f��RBVLSBD N FIA.PE A 70892. Ve mmp�l`••p W�ILtdOFI� � �.. CA.N.1 538 $uild6tB Cade 1C • �Da,e' fl.OI'S 9 g � '� � Munni FreduM drawing no. FIXED MIG, RAIL CORNER FRAME BOTTOM CORNER W1O-2F) sheet 6 of 6 r MIAMDiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,+v�vw.mlamids►de�ov/pera Gopi Glass Sales&Services Corp. 7450 NW 4V Street Miami,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shalt not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Clipped,Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No.M95-16,titled"Aluminum Tube Mullions",sheets 1 through 4 of 4,dated 12/05/95,with revision F dated 02/17/12,prepared by AI-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, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been 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 Oficial. This NOA revises and renews NOA# 10-0107.03 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. NOA No.12-0222.07 htuNta E CouN Expiration Date: March 28,2017 pol Approval Date: April 26,x012 Page 1 Goai Glass Sales &Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M95-16,titled"Aluminum Tube Mullions", sheets 1 through 4,dated 12/05/95,with revision F dated 02/17/12,prepared by Al---Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of aluminum fixed windows mulled together,prepared by Fenestration Testing Laboratory,Inc.,verification Test Report No. FTL-5378,dated 10/04/07, signed and sealed by Michael R: Wenzel,P.E. (Submitted under previous NOA No. 06-0210.07) 2. Test reports on: 1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3)Water Resistance Test,per TAS 202-94 4.)Large Missile Impact Test,FBC TAS 201-94 5.) Cyclic Loading Test,per FBC TAS 203-94 along with marked-up drawings and installation diagram of two mulled side-by-side series 510 aluminum fixed window,prepared by Hurricane Engineering&Testing Lab, Inc.,Test Report No. HETI-02-1145B dated 04/30/02,signed and sealed by Hector M. Medina,P.E. (For reference only) (Submitted under previous NDA No. 02-0826.03) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per PA 202-94 along with installation diagram of window prepared by Hurricane Engineering& Testing Inc.,Test Report No. HETI-96-512, dated 02/02/96 signed and sealed by Hector M. Medina,P.E. (Submitted under previous NOA No. 99-0331.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2010, prepared by Al--Farooq Corporation,dated 02/15/12, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs (PERA) Manuel Per Product Control Ex ner NOA No.12-0222.07 Expiration Date: March 28,2017 Approval Date: April 26,2012 E-1 Govi Glass Sales &Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and no financial interest, dated February 16, 2012, signed and sealed by Javad Ahmad,P. E. 2. Laboratory compliance letter for Test Report No. FTL-5378,issued by Fenestration Testing Laboratory, Inc.,dated 10/04/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 06-0210.07) 3. Laboratory for Test Reports No. HETI-96-512 and HETI-02-1145B issued by Hurricane Test Laboratory, Inc.,dated 02/02/96 and 04/30/02,respectively,both signed and sealed by Hector M. Medina,P. E. (Submitted under previous NOA No. 99-0331.02 and 02-0826.03 respectively) G. OTHERS 1. Notice of Acceptance No. 10-0107.03,issued to Gopi Glass Corporation for their Series Clipped Aluminum Tube Mullions-L.M.I.", approved on 03/10/10 and expiring on 03/28/12. Mi'n'—uef Per .E. Product Control E a er NOA No. 12- 2.07 Expiration Date: March 28,2017 Approval Date: April 26,2012 E-2 ' 1690 L690 z 0� 0 .129 2500 .125 2.500 I I li 1.530 1.030 a O A y 0 it II_G � Illj � � 4.000 r-i I F�TYPICAL GLAZING PRODUCT —3.750 Imo 3.750 4 I i o= - 1 lCpp MULLION CLIP (so63-rs) MULLION CLIP (8083-TB) 0 WINDOW FRAME i _CAL _ (ALT.TO ANGLES) (ALT.TO ANGLES) no 0j o I _ CLIP LENGTHS MUST CUT TO FIT SNUG CLIP LENGTHS MUST BE CUT 10 FIT SNUG I - INTO TUBE MULLIONS. INTO TUBE MULLIONS. Q Z L= 125 ul Illi TYP. � 125 III 6.000 TYP. .125 L2A00- 3.000 4.000 21 2 Z O O a L-2.000--i W O!w MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS 2.00E m O HORIZONTAL OR VERTICAL DO O (6063-T6) In ANGLE CLIP SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ALL MULLIONS 6063-76 MIN_ z V�j Val RECTANGULAR ALUMINUM TUBE MULLIONS O z g USING MULLION PROPERTIES ONLY a NOTES: O n THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0 REQULREMEMS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE II;; APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER �g INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. y+k 8 0 WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER8 LOADS TO THE STRUCTURE. o 17 o ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT l3 TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). � ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS `Z INSTRUCTIONS: ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. $^o$H USE CHARTS AND GRAPHS AS FOLLOWS. MA7ERMLS INCLUDING BUT NOT UMRED 70 STEEL/METAL SCREWS,THAT COME IMO a o c�Y S CONTACT WITH OTHER DISSIMRAR MATERIALS SHALL MEET THE REQUIREMENTS _ STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 OF THE FLORIDA BLDG.CODE.'C&gjjN?A03.8.4. c U FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. '' II j•. , STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT rs APPROVAL. MULLJON SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. 9 CNIL PRODUCT RSVI9SD g USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH AND CAN BE USED WITH ALL MIAMI-OADE COUNTY APPROVED f1q pt.q YD 'p•" a4 yhlg wBht�FWFMa c+ STEP 4 DESIGN E RATINNG MMORE THAN DESIGN LOAD SPECIFIED IMPACT AIVp NON—IMPACT RESISTANT PRODUCTS. CAW 3879 B" Cod1 ABOVE. e USING ANCHOR TYPES ON SHEET 4 AND ANCHOR CHARTS Ii: {1} D�Gl��' Y"✓,�I $ $ STEP 5 ON SHEET 3,SELECT ANCHOR TYPE WITH DESIGN RATING O MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE - ' drawing no. LOWER VALUES FROM GLAZING PRODUCTS.MULLION CHARTS E M95-16 OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. •' } sheet 7 Of 4 m MULLION LOAD CHART m MULLION LOAD CHART m MULLION LOAD CHART ---- �v -� 1"x2•xl/B• TUBE 1'x3'xl/B' TUBE .. 1'x4-xl/B• USE II 1 I II I 6063-T6 C1X2X 6063-76 rl X3X 6063-T6 G1X4X 0-5/8 M UL SP. �' , VERTICAL N __ ,ml, \,X-3/3- m NULUGN,I z w� / I 1 Z 0 ^ �1 GLAZING 11 GIAZIN F W `� PRODUCT I I PRODUCT m --- m D.m a - a m 4-1/4- ---wl ,I w2 m $o s g y&Q 0m "m O _ "m ARCHES TO BE MISCMBED S n G J Ol pp J m INSIOE RECTANGULAR SHAPE ry7 l0 Z Z Z V ;LL m U m _ U m t S U m HORIZONTAL NIALON LL Z V) 4 W W —cn W p p �.`�-r ® m °m 11 f� GUILNG II _ J) .D .0 PRODUCT 8' ----- ----� m UI UL - IO �I iji I� to m 4- /4 It I Z Z ® I N1 m m �I III 11 N 0 ° `T 8" v O iI GIAZBiG Iji GIAZPIG ij 3 PRODUCT �I� PRODUCT �I � a 6 ro ro i iIi i' 2 O 20 30 40 SH 60 70 80 20 3ID 40 50 60 70 80 20 30 40 50 60 70 80 ------1�-------�� ro Q fLd 5 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES I� 4ULUON SPAN m m MULLION LOAD CHART m MULLION LOAD CHART Z a n z•xa-xve- ruaE � z- x 6- rusE TYPICAL MULLION ARRANGEMENTS O �-� 6063-T6 G2X4X 6063-T6 G2X6X N 3" N WIDTH (W) wI 2 Q O u ., (fir m 7 -1 ID O m L; Wm �m [4 � in 0)m T am 4 D c o P pm o 9 Qm QP - J LZ7 m LZ1 Ol N r tO .NOTE: W W m 00 °m 6" °� MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED .� Fr ° VERTICALLY OR HORIZONT??��-LY. g a W m m 13 i (INTERPOLATION BETW �J WIbTHS ALLOWED) Ulqqpp �S1 m m .'wFIYIL PRODUCT RBVISID b •, e p IO FLAG.aP�LEI./70$9�E Him ONo tvRh ilm FEDddB 3g�I 0 20 30 40 50 60 70 80 20 30 40 50 b0 70 80 drowmg no-71 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES P10 M95-16 MULILIONS .t � sheat 2 of 4 N O, to ANCHOR LOAD CHART m ANCHOR LOAD CHART m ANCHOR LOAD CHART m ANCHOR LOAD CHART Z z 2 k ANCHORS TYPE A -+ ANCHORS TYPE BI ^' ANCHORS TYPE 82 " tkg�5j m GANCA Ip CANC81 m I-ANC82 1\51-5/1 Al b 5/8 m M0 �58 SE V\ 8 '4 In In am am 8 am am 8a°a m 0—/8- 3 m- 4 I YNAR m O Op p pQ 74- a Q 3 m Om Om Om Om S�Z_��Qu�Ai J m S -MLl SAN Q iJ ei 1L1jm Mm Hm Hm W W W li W O Om Om o® 0 9 ' .n m m so m � I m 8 m t m < lQ N T to O O m to moa [ANCHORS TYPE C w wM tto m m CC 44 0] O� N D Utn� 20 30 40 50 66 70 80 20 30 40 50 60 70 80 20 30 40 50 60 70 00 30 40 50 60 70 00 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES N a M N Z z L °uS � oo (��E ANCHORS TYPE HORIZONTAL MULLION NOTE: ANCHORS TYPE ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER 8 Bt, A 81, fit oR c 82 OR C INSIDE RECOTAN�s K LOCATIONS AT HEAD, SILL OR JAMB ENDS. a FOR ANCHORS DESCRIPTION SEE SHEET 4. `o TT (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)VE"CAL pp II I I II Ri%� PRODUCT •It Cg li i I MULUGN it it I I li o ppia� �- -----~'( _----- .I GLAZING 1 i GLAZING ETAIL 81 I� 3 y I� �I�\ANCHOR ,11, I� DUCT PRODUCT �I II III PROII ••d 4 II 11 ii GLAZING Ijl GLAZING Ij ANCHORS TYPE ,L======,6 �_--JJ I� PRODUCT I PRODUCT A,81. S�O ANCHORS- 11 Iii I� B2 OR C 0.et, LL=___,JiL-------- 82 OR C MULLION SPAN W1 W2 `•E AO'. ""me�gg'' 1'A u�tvc+-MED B�992 N t"Bn N. AH ". pp1�5ii Fl the ot[de - k Date TYPICAL MULLION ARRANGEMENTS 1 I Acrev� 6 'BYdrawing no. WIDTH (W) = WT +Wz ANC�IORS I'`` M95-16 2 sheet 3 of 4 ANCHORS TYPE 'A' ANCHORS TYPE 'B2ANCHORS TYPE 'C �V r 14 S.M.S. TCH VMD BUCK QTY.A PER TYPE i DT ACCOMODATE A.Bi,82 OR C 1/4"DIA.ULTRACONS " Z 1/ANGLE '� 1/4"DIA.ULTRACONS GLIP.ANGLE TO MASONRY 2 X 2X 1/8" � 9 2 X 2 X I/8" /./--2/ANGLE 2 X 2 X 1/8" �O'yZj � ALUM ANGLE ^ ALUM ANGLE a - ALUM ANGLE < __t,eee ee i g � # 14 S.M.S. g 14 S.M.S. <<�---- 2/ANGLE 2/ANGLE 3/AND --`---- -� a �___ ULTRACONS . e - aa.. 2/ANGLE VVV W C___ __ n ^A C __ 4 C 1 MULLION 1/2"MAX. a >Q p Q t8d$L( ATPS ONE PIECE CLIP 4 X13 N MULLKSN MULLION MULLION .4 n ALTERNATE TO ANGLES ALL CASES LL Z y LVCRETE OR w r1 f MASONRY BLOCKS O 1DY OR 28Y 1BY OR 2BY MULLION WOOD 4UCK MULLION 'HOOD BUCK ALUM ANGLE N MUWON 2 X 2 X 1/8" 2 X 3/4 X 1/8' O O 2 AALUMXAIN43 E � 2 ALUMXANGLE a ALUM ANGLE 1-5/8"LONG(FOR 2`TUBE) J � n 3-5/8"LONG 2-S/8"LONG(FOR 3'TUBE) J 2-S/8`LONG - 2-S/B`LONG 3-S/8'LANG(FOR 4, S"&V TUBES) I3. ACCESS HOLE W 0¢ 1 i i e #14 S.M.S. 2/ANGLE(CHART A&81) F- i gQi e i 3/ANGLE(CHART B2&C) d•M I 12S$ " .-M q TUBE MULLION Z 3 J n I I IM a vim � V' ZlL G 1 1 I Q (�n g 1 1.500 MAX. NAX• L ____ __ i d � ' 1.500 "4' THIS SCREW CAN BE MAX. INSTALLED STALL D IN EITHER ANCHORS TYPE 'B1' V j- I I 014 F.H.S.M.S. I 2/ANGLE(CHART A&Bl) I TUBE MULLION $I $ MUWON I 3/ANGLE(CHART 82) I I I I 4/ANGLE(CHART C) I I i I 2X2X1/8-- ' ' ALUM ANGLEI ; ANCHOR DETAIL #1 .A ' I # 14 S.M.S. O r ----------- 1 2/ANGLE a c. o I 1.500 I S 1/4"DIA.ULTRACONS BY'ELCO' 1 j MN. I f!I'( m c" ULTRACONS MAY BE HEX OR FLAT HEAD I I 1OTCH ANGLES iO NN55 MARBLE 501 1't... SUBSTRATE MIN. EDGE DIST. MN.EMBEDMENT I I I OR TRIM WOOD 1` 1-3/8" I I W000 BUCKS NOT BY COPT GLASS r �'YL�L� PRoau z!VISm BLOCK 2-1/2" 1-1/4' MUST SUSTAIN LOADS IMPOSED. `F�( s2•'. es ;oithOleFtmWa CONCRETE 2-1/2- 1_1/4' '4' CAN. tm¢ae 8-1/2d MIN a. . a2-1/2'MIN L 1 ( c fixpitaLian TYate ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. u 4 " CUPS OR MLLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED d° a < dY drawing no. WITH ALKALI-RESISTANT COATINGS.SUCH AS BITUMINOUS PAINT OR ABd.PTLMTI1Cl WATER-WHITE METHACRYLATE LACQUER. 1/4"DIA.ULTRACONS ; •+' M95-16 1/ANGLE } '� •• sheat 4 0( 4 MIAMNCaAD MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175--2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vnvw.iniamidade.gov/i)cra/ 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 PERA— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11300" Outswing 8'0"Glazed Aluminum Entrance Door—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-08, titled "Series Aluminum Out--Swing Entrance Door (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared by A.1— 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. LIMITATIONS: 1. The maximum positive exterior design pressure shall be+66.30 psf where water infiltration requirement is needed. 2. Glass lite wider than 36"shall be supported with approved setting blocks or clamps per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. r TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0406.04 and consists of this page 1,evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MIAMI-DADE CNOA No.12-0113.02 OUNTY Expiration Date: September 01,2015 g1lZ Approval Date: April 19,2012 Pagel Labrador&Fundora Coro dba V&V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1: Manufacturer's.die drawings and sections. (Submitted under previous NOA No. 10-0406.04) 2. Drawing No. W10-08,titled"Series Aluminum Out-Swing Entrance Door(L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 with revision"C" dated 11/22/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E. B. TESTS r 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 S) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "C" swing door, Grade 10, per FBC 2411.3.2.1,TAS 202-94 and per ASTM F 842-04 along with marked-up drawings and installation diagram of an Aluminum outswing French door, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF4403.0248, dated 01/18/10,signed and sealed by William R. Mehner,P. E., ' Henry Hattem, P:E. and`Edmundo J. Largaespada)T. E. (Submitted under previous NOA No. 10-0406.04) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007,dated March 18, 2010, prepared by Al-Farooq Corporation, dated 08/10/10, signed and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. 10-0406.04) 2. Statement letter of conformance and compliance with the FBC 2010, prepared by Al-Farooq Corporation,dated 11/21/11, signed and sealed by Javad Ahmad,P.E. 3. Glazing complies with ASTM E130044 �. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 12--0113.02 Expiration Date: September 01,2015 Approval Date: April 19,2012 E-1 Labrador& Fundora Corp dba V&V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC--2010, prepared by AI-Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of no financial interest, conformance and compliance with the FBC 2007, prepared by AI-Farooq Corporation, dated 04/30/10, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 10-0406.04) 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega. (Submitted under previous NOA No. 10-0406.04) 4. Laboratory compliance letter for Test Report No. ATLSF-0403.02-08, issued by American Test Lab of South Florida,dated 01/18/10, signed and sealed by William R. Mehner,P. E.,Henry Hattem,P. E. and Edmundo J. Largaespada,P. E. (Submitted under previous NOA No. 10-0406.04) G. OTHERS 2. Notice of Acceptance No. 10-0406.04, issued to Labrador & Fundora Corp dba V & V Window for their Series "300" 810" outswing Glazed Aluminum Entrance Door-L.M.I.", approved on 09/01/10 and expiring on 09/01/15. Jaime D.Gasc ,P.E. Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01,2015 Approval Date: April 19,2012 E-2 �`,lu - a �o 0 Qa 0�0D� LL�H�`•o g i THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. c SHUTTERS ARE NOT REQUIRED. V V ALUMINUM OUTSWING ENTRANCE DOOR z 2;0 SINGLE (X)AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. g SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. I k t Y SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. .v>; SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES AND TRANSOMS SEE SHEET 5. .v .v LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL z >3 �+ APPLY TO ENTIRE SYSTEM. s I o 1/8'HEAT STREN'D GLASS 3/16"HEAT STREN'D CLASS a a x DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION 0 .090'INTERLAYER 090•INTERLAYER RESISTANCE IS REQUIRED. BUTACITE PV8 BY'DUPONr BUTACITE PVB BY'DUPONT' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8'HEAT STREN'D GLASS 3/16"HEAT STREfO GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). SILICONE SILICONE o DOW M 995 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER PECORA 895 �RA 895 z P LOADS TO THE STRUCTURE. c 2i z a m m / \ \ m i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS z S m / tc t \ \ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 20 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF T141S APPROVAL. M o c m� 25 ! 25 I A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ° B MATERIALS INCLUDING BUT NOT LIMBED TO STWMETAL SCREWS,THAT COME INTO <<m CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. o n{Ir.AVAD.MUMD, N o PLA.PE P:tODUCTRGVTSAD c 33 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING DBTAIL � 0.'S92 �ildirWa ngvs YCodc Lhe<�� 1 O 5/16'OVERALL LAW CUSS 7/16'OVERALL LAM.GLASS AT SIDELITE/TRANSOM copfaneeNo .7�S, tte drawing ]dno.SING OPTIONSOPTIONS �V. Miww"adoWiQ— 39 5/8'MAX. 76•MAX. `!ru FRAME WIDTH FRAME WIDTH --- o 12" 12" --- 3 5' MAX. MA)L S•MAX. MAX. z -I HEAD HEAD Q CORNERS A SILL COORRNNERS A _ SILL �.W yy HEAD ANCHORS Q AT STILE ENDS (4)AT 3.O.C. O LL it \ c C' /II I \ Q g 2 'g 2 I/ /// at ra nx LT O ii I �T�ry x0. �iliyy \_ i Q We1f mW. W LLR' M \ II \ 11 1 It 01 1 _ ACTIVE 1 ACME-- � BJACTIVE .- I SURFACE APPLIWB SURFACE APPLIED B m 0 FALSE MUNTINS OR FALSE MUNTINS ORS 3 DECORATIVE GRILL 1 26 3/4"MAX. t° V DECORATIVE GRILL 26 3/4•MAX. 26 3/4"MAX. 'a $ j a>to MAY BE USED D.L.OPG. MAY BE USED D.L. OPG. D.L OPG. .g 36 3/4"MAX. 36 3/4'MAX. O LEAF WIDTH LEAF WIDTH (X) (XX) gg DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY- PSF -0 SINGLE DOORS WITHOUT TRANSOM (X) DOUBLE DOORS WITHOUT TRANSOM (XX) , GLASS TYPE GLASS TYPE CLASS TYPE GLASS TYPE NOTE: DOOR DIMS. 'A' 'B' DOOR DIMS. 'A' 'B' GLASS CAPACITIES ON THIS SHEET ARE g FRAME FRAME EXT(+) INT.(-) EXT.+ wr. FRDTH FRAME EXT.+ nvr.(-) EXT.(+) 6vr. BASED ON ASTM E1300-04 (3 SEC. GUSTS WIDTH HEIGHT ( ) (-) WBTDi HEIGHT ( ) ( ) (-) AND FLORIDA BUILDING COMMISSION } 37-5/8-1 70.0 1 60.0 170.0 60.0 72" 70.0 80.0 70.0 60.0 m - 96• 98• DECLARATORY STATEMENT DCA05-DEC-219 $a S 39-5/8' 66.3 75.8 68.3 75.8 78' 88.3 75.8 86.3 75.8 • g g C 6 0 U O Ew 'Va AHMAb CIVIL 3 RA.PE t 70592 IODUCFREVISED e CAN. 538. cemAy V1 w8b the Florida ^ 211 drawing no. aProda Control W10_08 � sheet 2 of 12 39 5/8-MAX. 78"MAX. �4u FRAME WIDTH __ FRAME WIDTH o M. 71 5/18' 0 � J D.L. OPG. 12' D.L. OPG. 12, �. a Q IL 2G g MAX. � LLg Ro HEAS L . MALUM REINF. CORNERS SILL ( NESIFEARRcj SIU. Qi c (2)ANCHORS (4)ANCHORS 0> � AT TRANSOM ENDS io AT TRANSOM ENDS p SINGLE DOORS h o H / DOUBLE DOORS a a Q O�O i 0 O �W gig 1 a H � gj ii i y o ]JuY' 0 w I c� 4 yr' I �I. to N \ It OdI>�M \UII 1 \tII i / ? �vlS�.yyj.j J'O?ftpp 8j 01` 08H 1 ' ACIIVE INACTIVE B m E SURFACE APPLIED B M z SURFACE APPLIED FALSE Ml1NTINS OR FALSE MUNTINS OR 11 0 DECORATIVE GRILL 28 3/4'MAX. 1D $ DECORATIVE GRILL 28 3/4'MAX. MAY BE USED 28 3/4'MAX. jo p D.L OPC. D.L.OPG. Dl- OPG. 0 38 3/4'MAX. 36 3/4-MAX_ °' z LEAF WIDTHNOTE: LEAF WIDTH GLASS CAPACITIES ON THIS SHEET ARE (OLX) (O/XX) BASED ON ASTM E1300-04 (3 SEC. GUSTS) m^$ AND FLORIDA BUILDING COMMISSION P C2 B DECLARATORY STATEMENT DCA05-DEC-219 ig <m DOORS LOAD CAPACITY - PSF DOOM LOAD CAPACITY - PSP O SINGLE DOORS WITH TRANSOM (0/X) DOUBLE DOORS WITH TRANSOM (O/XX) o ODOR DORS. GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE Fsgr. AD AFIAIAD 2 o 'A' 'B' ODOR DIMS. N u FRAME FRAME •A• ,B• .FIA:'P`R d. � WIDTH HETGIIF EXT.(+) INT.(-) EXT.(+) WT.(-) FRAME FRAME EXT.(+) WT.(-) EXI'.(+) INT.(-) CAN:3638 PRODUCT REVISED WIDTH HEIGHT as complying with the Florida 37-5/8' 120' 70.0 80.0 70.0 80.0 72- 120- 70.0 80.0 70.0 80.0 Buitding Codo 9-0113.0?- 66.3 Ot''3j 0?- y ' 39-5/8' 88.3 75.8 68.3 75.8 - =cpMme No .�rrK/ 78' H8.3 75.8 86.3 75.8 drawing no. Ar93mni Delo Product Comrol W10-08 sheet 3 of 12 ' t Z 3)o* }says 90-0 LMW-030-9OV00 1N3W31V1S A2101"V1030 aWoO l�npptd ryt¢I{ Q NOISSIWW00 Wayne Vawo-u aNV •ou bulmolp 1t (S1Sn0 '03S £) 40-00£33 W1SV NO 03SV8 3NV 133HS SIH! NO S3WOVdV3 SSVID ON O• 11O��cNa�vuatoa, � 0 9 o mold a+8 qnu�yLlc w s 8£9£'3 V'0 � N � Qasln�I t�naou zesot��vIJ A ; 4MIJV°MAVP UkQ W>o �gs w m •W31SAS 32111N3 Ol AlddV -n1M 18VH0 3111301S NO 2!000 RONA S3n1VA 83MO1 pg •3AOeV 1HVHO 33S S3WOVcIV3 3111301S 2103 g (OXXO) •Z 133HS 33S S3WOVdVO SNooa NoN 12VH0 23d sV 3sn 14110M L-M IV Ima 33S dN13a lamV XVY+.a/f 9fH1ovA 3un°Is xvw 'OdO'l'0 'Od0'l•0 CM 38 AVA HMA 8000 HLOIM-41n ais x ni a S m •Xtlw„4/f 9Z 'XMW,b/£9Z 11M 3AUV80330 W SNUNnw 3SIVd s g<a c RED 8 03nddV 33VanS 7gp�pggoo A S 3A03VN1 3A°OV 0 N3N31iLLS 11 wnNiwn-N Zt 0.08 VOL 3'49 3.69 9.914 VOL 3.49 3'48 8£ 0.08 0•oL 4•L9 4•L9 0.08 VOL 11.49 4'49 Z£ X / /' ❑ II 0'08 VOL Z14 VOL 0'08 VOL Z•lL VOL 99 9Z r •/ / /j =____ ___� _____ _-_= 0108 0'oL 9'SLITOL 0'08 0'OL 9'814 0104 4l 0'08 0104 0'080'08 O'OL 0'08 0104 04 ,jC W 0'08 0'OG -C'080'08 VOL 0'08 VOL 9C 0 i n ii 0108 0104 0'080'09 0104 0'08 0104 09 Zf I I �• 3 z D i ----_A =====p===== 0.08 0104 0•oe 0.08 VOL 0'08 0'OG BZ r W Q 1 I II / ❑ 0'08 O'OL 0.08 0108 VOL 0109 0014 4Z o oe o of W09 VOL 0109 o'oc o ae 0.04 of O y x I i� 0'08 0104 0.08 0104 0.08 VOL 0.08 0.OG 9£ --- A---- 0'08 0'O< 0.09 0104 0'09 0104 0108 0104 68 ZC o v IA 0 I - fir—— --=�r--- J.m Q ± // i 0'� 0104 0'08 VOL 0108 VOL 0108 0'OG BZ O 0108 0104 0108 VOL O'OB 0104 O.OB 0104 4Z 0'08 0104 0'09 0'OL 0'08 VOL 0'08 0.01 O6 °'o8 VOL 0108 0104 0.08 0.04 0108 VOL 9C 7� Vos °•04 0.08 °•OL 0.08 0104 O'OB TOL OB Z£ 008 VOL 0108 0104 0'08 0104 0108 0.OL 9Z S d t/ 0'08 VOL 0'08 0101 0'09 0104 0.09 0'04 bZ ic m 3333 •dAl RvfosNvHi (+)'1x3 (41M (+)'1x3 (-)'iNl (+)'1X3 (-)'1NI (+)'1%3 MHONI s3HONl ,� 0V R MS/OM3H 1V/ 'f n7Y A '3N=0/A •dNM WMV/A 'ARM 0/N I M3H mm Z 'Od0 1310 .l SHOHONV(4)- zl 0IS 8.LI7aaI3 aJ17a°Is SMR(19 o ,8/£ l£ d0 N31Sfn0 a. adAl SSYIO .v.adu sm!) A.IN ° 1noHlue saoo°im 3lenoa so mss HM S3MMIS dSd -E.LlOtldtlO Qtl07 NOI530 • DESIGN WAD CAPACITY- PSF 145' 4 u DELTTES W/SINGLE OR DOUBLE LEAF DOORS W/TRANSOV FRAME WIDTH �I GLASS TYPE'A'CLASS TYPE'B' FOR NSTALLA FN3 INTO WOOD 31 3/8' 71 31 3/8- o 5/16- SIDELITE SIDELITE AND THRU WOOD BUCKS ONLY D.L OPG. D.L OPG. D.L OPG. Z SIDELITE FRAME 6, STL REINF.w/SPL REINF. CLUSTER OF(6)FOR FOR ALL zd WIDTH HEIGHT / OTHER INSTALLATIONS 2' 1 INCHES INCHES EXT.(+) INT.(-) EOR.(+) INT.(-) ALUM RONF. 12^ 24 70.0_ 60.0 70.0 80.0 3* MAX. m o Typ• 28 70.0 60.0 70.0 80.0HEAD p��u V 32 96 70.0 80.0 70.0 80.0 - - _ F SILL d(va C 38 70.0 60.0 70.0 80.0 - a 40 70.0 80.0 -70.0 80.0 24 70.0 80.0 70.0 60.0 \ p 28 70.0 80.0 70.0 1 80.0 no J K G 32 102 70.0 80.0 70.0 80.0 a o0 yy0 36 70.0 80.0 70.0 80.0 3 OL,1 a 40 70.0 80.0 70.0 80.0 - Z oto g�g 24 70.0 80.0 70.0 80.0 28 70.0 80.0 70.0 80.0 I I Q w g 32 108 70.0 80.0 70.0 60.0 H \ O 36 70.0 60.0 0 4 70.0 .0 00 - J 24 70.0 80.0 70.0 80.0 28 70.0 80.0 70.0 80.0 114 a ca g 32 70.0 80.0 70.0 80.0 36 70.0 77.4 70.0 r7.a N� _-_- _ �-__-- , v •- 24 70.0 73.6 70.0 73.8 28 120 P70.0 70.1 70.0 70.1 wi O VI LI32 .8 66.8 66.6 889 w36 .9 63.9 63.9 63.9 -__ --- ---_- /� �• z 9 CQ ^ o •�>a IL STEEL CHANNEL 3 t3r-- I ACTIVE I INACTIVE SIDELITE WIDTH ...-_ I DOOR WIDTH SURFACE MS R PLIED FALSE MUNTMOz c g DECORATIVE GRILL 28 3/4'MAX. 26 3/4'MAX. CLUSTER OF ro � ° Ed MAY BE USED (8)ANCHORS [ STEEL REINF.1D.L OPG. D.L OPG. AAYY SILL 36 3/4'MAX. >>TT STEEL RELIVE. H 8 i NOTE: USE AS PER CHART FOR DOORS CAPACITIES SEE SHEET 3. o o FOR SIDELfTE CAPACITIES SEE CHART ABOVE. c a g LOWER VALUES FROM DOOR OR SIDELITE CHART 01 S = WILL APPLY TO ENTIRE SYSTEM. <m 0 0 0 Ems•1AjADL j u F1A PN$ 0382 P=UC1•RBVISM g 3538 ay owropkfing-iIh 8w Florida fit GLASS CAPACITIES ON THIS SHEET ARE aEdb16 Na 12 Q i 3.0 BASED ON ASTM E1300-04 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 aatroi' W10-08 sheet 5of 12 TYPICAL ANCHORS 1BY �{`V 2BY w K !' SEE ELEVATIONS WOOD BUCK OR 1 FOR SPACING6*MIN. - }: METAL THROW OWPENETtATILT ° ° <.° WOOD 5TRl1C STRUCTURE THROW BOLT o.ON 1 q ZZ �° 1 1° w �o k V m O I Iy 0 r TYPICAL ANCHORS TYPICAL.ANCHORS TYPICAL ANCHORS &�u t l SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS y Q Q FOR SPACING FOR SPACING FOR SPACING 0 1 1 Q 15 IL z N– IL abm � 5 _ WOO�UC AND METAL STRUCTURE NOT BY V & V WINDOWSMUSLOADS IMPOSED BY GLAZING SYSTEMAND THEM TO THE BUILDING STRUCTURE. 52 _ cwi TYPICAL .ANCHORS: SEE ELEV.FOR SPACING o 1/4" DIA TAPCON BY 'ITW' OR (Fu=120 KSI,Fy-92 KSI) v a+ 1/4" DA ULTRACON BY ' LCO (Fus177 KSI,FY-155 KSI) z o _ a INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a 59 e �x o 1-3/8 " MIN. PENETRATION INTO WOOD o n gt THRU 1 BY BUCKS INTO CONC. OR MASONRY c 4 of W 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY o I a DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY 0 014 SMS OR SELF DRILLING N REWS (GRADE 2 CRs) INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES $8 STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) o ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 5 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DI TAN z I Li INTO CONCRETE AND MASONRY = 2-1/2" MIN. 15 INTO WOOD STRUCTURE = 1" MIN. c ro o 0 1 1 INTO METAL STRUCTURE = 3/4" MIN. o -i-i- o 2a _ © t 20 2 CONCRETE AT HEAD,SILL OR JAMBS Vc - 3GOO PSI MW. <m v ,g L� -f= C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. DOOR DETAILS t SEALANTS: F,lgn J v ar Mab •e 3Q FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL .FIA PE¢LTOSga A 3 METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. CAN..u>3s PRODUCTRBVISBD --- " v a. 10 emnPlying with the mddn 84U�wNo WEEPS AoceP,mr �i ��'.3.� PS. "� 0 drawing no. TYPICAL.ANCHORS " 6" X 3/4"WEEP SLOTS AT 3" FROM EACH END `1 t, THRbW"�T SEE ELEVATIONS 9 A'HemiDmle PmMc«contwl W1 Vrt —08 PENETRATION FOR SPACING - sheet 6 of 12 1/4-MAX. © 0 1/4-MAX. SHIM SHIM z n 3 18Y 0 hz METAL .WOOD BUCK F W a STRUCTURE 20 15 d n TYPICAL ANSEECHORS 7; FOR SPACING SEE ELEVTYPICAL ANCHORS Z a Q Q d� FOR SPACING v0 dl Q; O 18 LLZtd� EXTERIOR 1 17 17A O LEAF WIDTH r. g FRAME WIDTH — i 1/4-MAX. SHUd � v >o� 1/4-MAX. SHIM O O > M $t r -- _ 2BY WOOD UCK11 OR D UCRIRE TYPICAL ANCHORS.•. ® SEE ELEV.NG c FOR SPACING o D.LO. TYPICAL ANCHORS 1 17 17A 5 7 8 FOR SPACING LEAF WIDTH EXTERIOR „s FRAME WIDTH q •�C Q m O 0 O BVr: KVGGAD AHMAD PTA.PE CAN.aaT�7r2 MDUCTRIlVI51D g s--vVyinB with dw Ctorida B , N�V � drawing no. D omrol wi 0-08 DOOR DETAILS sheet 7 of�2 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 " e Z n ri. 0 O � v 08 "1 1 v'a tD paaa a�3� 6 LLZh_� o ..)O J 1 Qz D 8/16"MIN. v g ROM'BOLT ,0 PENETRATION TI 1/4"MAX.-, C, ROOD.AT SHIM OH © ,>1 - ---, ,2 DOUBLE r> DOORS 0 Y z $9 1 o„ cca�� I 1 1 ,i�sn i 4 }o 1 1 21 2 o>�FaS I I 5--r 16 TYPICAL ANCHORS•n, ; O 1 1 SEE ELEV. FOR SPACING s _ 1 D.L.O. FRAME WIDTH g ' d a m N C 15 a ry O15 goo QIu W o Enai.JAVAD AIWM' l •0 9 CML N c4m.36M 92 PRODUCERBVISBD g 2p11 as o mP,ytn6 with Uw Fla" a k ' ot5 arawto TAN RSOM DETAILS MemiDadeProdeacontoi W10-08 sheet $of 12 Zl;0 6 lesys 80-0 LM �� SIItlJ�Q �ZII�IIIS S�"�S 3 rou 6ulxo�p SHOHOW 1VOidu n ON awo Im QI51A3U.L3nao Zsso a"a°w m I tZ b � �a5 Ot m HILUM 3WVl1J 4 g y MOM AV31 f!s�11 GNIO tS 7 O-4 I I v SHOH3W 101dA1 II �xo til 3� I I lZ 1 a II Ot 2i II p<(F t JL m OiliS M o o z 'XVW'0'0.4Z OM1 H a c� .LLIOVdVO a0d S oN=S13 3HS 33S O SON3 W0� ,Ot 1V O WIHS AlNO 'lN13N 1.HJJM 3W W01, /M Sa000 5X31 Hu.4/£X ot# o ONIOHOdNOH Wf1'M 1flOHllM 80 HEM ,b 38 NVO V40WMl O/M SH000 O m 4 IZ `ro 'OdO"1'0 'odo'1'0 A t r g Ot O t' 3azt1 0 � tom a m 0. oD�OI O of a A 'XVW •0'0,4Z OW t a p G O SON3 WONd,Ot IV \ lZ SX31 HA,b/£X Olt p w rO gi � 4p A� `JNIOVdS 80-1 A�iY SNOIJVA3l3 33S saoH:1W 701du ITEM 9 PART B READ. DESCRIPTION MATERIAL MANF./SUPPLIER/RRMARRS " • 1 V501 3/DOOR FRAME HEAD/JAMB 6063-T6 - �4. oI 2 V502 1 FRAME SBA: 6083-T6 - 3 V5w 1 SILL COVER 6063-T8 - 4 V504 AS READ. SIDELRE STILE 6063-TB - o 5 V505 2/LEAF TOP AND BOTTOM RAIL 6063-TB 8 V506 1/LEAF I HINGE STILE 6063-T6 7 V507 1/LEAF LOCK AND ASTRAGAL STILE 6063-TB - 8 V513 AS READ. ITIACTIVE ASTRAGAL STILE 6083-T6 - I0L O 9V508 2/LEAF SWEEP ADAPTER 6063-T6 - R�j O 10 V509 AS READ. SIDELTTE ADAPTER 6063-76 11 V511 AS READ. GLAZING BEAD- 5/16"GLASS 8063-76 - Q'tY>t+l 4y 11A V517 AS REQO. OWING BEAD- 7/16'GLASS 6083-T6 - 0 12 V512 AS READ. REINFORCING STIFFENER 8063-T6 - Q 2: 12A - AS READ. REINFORCING CHANNEL STEEL 36 KSI Q [L 13 - 2/LEAF 3/8'THREADED ROD STEEL - M 14 - - - - - F 15 V514 2/LEAF FLUSH BOLT SUPPORT ANGLE 6063-T5 1-1/2"X 1-1/2'X 3/16" 0 16 - 17 - 3/LEAF BALL BEARING HINGE ASSEMBLY - - 17A - 3/LEAF 3 PIECE HINGE ASSEMBLY 19 - AS REQD. FIN SEAL PILE WFATHERSIRIPPING 20 V616 AS READ. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER 60±5 cW7 21 #8 X 1/2' AS READ. GLAZING ADAPTER SCREWS ST.STEEL PH TEKS,AT 2"FROM ENDS&8"O.C.MAX. e, 22 X10 X 2' AS READ. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 23 - AS READ. SIDE LITE ADAPTER SCREWS ST. STEEL - 24 #8-32 X 1/2' 2/ANGLE SUPPORT ANGLE SCREWS ST.5TEE1. fFl MS 25 - AS READ. BUMPER SPACER SILICONE �1> x �� LOCKS: HINGES z °>3, T ACTIVE LEAF: OPTION 01: a S2 OPTION 81: 4-3/4'BALL BEARING HINGES 3 PER LEAF 0 3 POINT LOCK ASSEMBLY BY'SULLIVAN AND ASSOC.- BOTTOM HINGE AT 8-3/8'FROM BOTTOM RAIL 7/16'X 3"THROW BOLTS AT TOP AND BOTTOM TOP HINGE AT 11'FROM TOP RAIL ENGAGING FRAME AT HEAD AND SILL CENTER HINGE AT MIDSPAN F THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS HINGES FASTENED WITH$12-24 X 1/2'FH MS B'NI LOCK LOCATED AT 52-3/4'FROM BOTTOM SEALANTS: LOCK HANDLE AT 49-1/2'FROM BOTTOM OPTION 62c 7-13/16'THREE PIECE HINGES 3 PER LEAF ALL JOINTS AND FRAME CONNECTIONS SEALED WITH OPTION 42: PTI SILICONE. BOTTOM HINGE AT 8-3/8'FROM BOTTOM RAIL c CONVENTIONAL WOR LOCKSET WITH HANDLE BYv TOP HI AT 1 Y FROM TOP RNl m 'SULLIVAN AND ASSOC.'ASS .' LOCATED AT 39"FROM CENTERER HINGE AT MIDSPAN BOTTOM HINGES FASTENED WITH#10-24 X 1/2'FH MS KEY OPERATED ON EMEPoOR AND THUMB TURN ON INTERIOR THROW BOLT LOCK BY*SULLIVAN AND ASSOC.' o LOCATED AT 46"FROM BOTTOM 0 m a- w °n�- S mum u INACTIVE LEAF CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC.' c 1/2'X 2'THROW BOLTS ENGAGING FRAME AT Engr.`4VADA D d , HEAD AND SILLCML g MANUALLY OPERATED LEVERS MOUNTED ON .CAN. >os92 n a s INSIDE FACE OF LEAF STILE LOCATED AT RODUCTRTIVISfiD eomplybM with die Florida $ '6 10-3/4'FROM TOP AND BOTTOM Bandaft cob t7-011a�J $ tt y LOCK FASTENED TO STILE WITH(2) 38-32 X 1/2"FH MS *A `3� ptw-1,10— /SFr drawi� p NOTE: PEREDURING IODS OF HURRICANEWARN NG. 1' ' wi O—DC7 LApdppinduet Cavtrol sheet 10 of 12 a I{�4.000- .078 .000 .078 4.888 O 7yp. o .094 � o 622' 1.� - o O - Z0q Ltg 7 s e o a1 2.12 . alo ° ° GG NP. m o ° 3-1,12, 4-3�4. Q J F^-2.018 4.000 III o O o G ° ° 0 1 FRAME HEAD/JAMB a HINGE STILE 2. ° V'o '1 12-4 1 ° 1.75013 5.313 CRS 27YPE 23 078 810-24% 1/2•FH MS 2"FH MS I I a M'• CRS TYPE 23 Z J�ry�y� 4.000 t 984 1.750 3 PIECE HINGE BALL BEARING HINGE c� 3.500 4.888 078 I 1.210 N TYP. 4.000 - I 125 Typ. I 8 INACTIVE ASTRAGAL STILE .62" 3.532 3.782 4.000 s TOP & BOTTOM RAIL Ego 626 .g ¢p 1.750 t.soo 076 1.9e4 1z lyp. p y> .080 .094 1.000 �) t 5.313 I�-t.608-�I 7 LOCK/ASTRAGAL STILE s SWEEP ADAPTER �'0 2.200 3.720 •�{1.134 IiSt 2.251 � 062 ,S I I �. t.o10 4.176 1 STIFFENERS $ 1.164 078 �j 560 ;yp. ,� I r. . 0; = 3 SILL COVER 718-I}- 0 s II 045 2.183 F 1.575 11 .&10 c<m U 501 4 SIDELITE STILE ° GLAZING BEAD - 7/16" GLASS .088 � -^{11.6w .133 r,498 C.A.R.$,8.T870S92,. .563 mmplyyins with BID dw wide �I 078 Os2 .8.811Typ. '4 .109 .050 13uil�aept�mi�ft 13.0 Imo-4.0001 1.313 `' � e _ fee; dFawing no. 11 so9 BY W1 a-a8 mi=1.wl: o u om z FRAME SILL to SIDELITE ADAPTER GLAZING BEAD - 5/76' GLASS sheet�1 of 12 4 22 �V"V Z 3 i o w a IL o � � a �o 1 0° P. n;'I I LLZm:m t S .. 13 � g i U O O d .Q CQOM >a 22 z v>3tM 0 i m�gz t3 moa m 0 F5Vr JAVAD AHWO ,{. •u a ppaint C Pk(70382 a oDucr=VISBD � ��i83H -castptying whh the Florida a .� � a�rr W,dlt�=a _o u3,a V cceplatwallo Mhtml adB a sheet�Q of�Q t ...r Miami Shores Village Building Department (� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20(� BUILDING Permit No. PERMIT APPLICATION Master Permit No. Gj S 13 -9s2- Permit Type: BUILDING ROOFING JOB ADDRESS: p ?i= 0 10 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): LF S Phone#: :71 S6 Address: ® -L City: P State: 3' Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: _��— Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ e Square/Linear Footage of Work: Type of Work: ❑Addition OAlteration ONew ORepair/Replace ODemolition Description of Work: Color thru tile: Submittal Fee IS c Permit Fee$ o CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ �� Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a cop), 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 �� ;&*V—� Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20 A-3by1 rt _ L-j!�;r, day of ,20_,by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: PI fill/q// ll/q// NOTARY PUBLIC: 6j Si n: _ Sign: Cn Print: _-' �a�i , '�/%, = Print: My Commission Expires: %� ✓OS9 \� My Commission Expires: APPROVED BY 1 Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 AOR ' Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: (mac ��T_DATE: ADDRESS: �� c�c cg`<�r�� 33y)l Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7). And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers' compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial,. 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 0 . 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building odes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloddalicense.com/dbor/aro/cilbfiindex.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this _day of , 20 By �� t� . �� L-LST I t-) who was personally known to me or who has Produced there License or as identification. ` prle ,"" OWNER OT � �®��®�,'•;�, ORIDP 111111111100`� t q 174 NW 112 ST. MIAMI SHORES, FL. W" V 1( 1• 4 C/00� 3 6 2 7 8 1 FRONT �l� 174 NW 112 ST. MIAMI SHORES, FL. Mark Glass Size Unit Unit N.O.A Mullion Mullion Calculated Pressure Water No. Type/Thickness (W x H) Type Name Anchorage N.O.A Wind Press. Capacity Infilt. i _ Neg/Pos Neg/Pos Y/N i 1 B 7/16 Overall Lami. (2) 74 X 50 5/8 H.R Sries 200 12-0113.01 Type A 12-0222.07 40.4+ 70.+ Y Impact 54.1- 70.- I 2 B 7/16 Overall Lami. 53 x 38 3/8 H.R Series 200 12-0113.01 N/A N/A 40.4+ 70.+ Y Imp. 54.1- 70.- j 3 B 7/16 Overall Lami 37 x 38 3/8 H.R Series 200 12-0113.01 N/A N/A 40.4+ 70.+ Y Imp. 54.1- 70.- 4 B 7/16 Overall Lami 74 x 38 3/8 H.R j Series 200 12-0113.01 N/A j N/A 40.4+ 70.+ Y I Imp. 1 ! 54.1- 70.- 5 B 7/16 Overall Lami 57 1/2 x 50 5/8 egress H.R Series 200 12-0113.01 N/A N/A 40.4+ 70+ Y Imp. 54.1- 70.- I 6 B 7/16 Overall Lami 37 x 38 3/8 H.R Series 200 12-0113.01 N/A i N/A 40.4+ 70.+ Y Imp. 54.1- 70.- 7B1 5/16 Over Lami 37 x 50 5/8 egress CMT 12-0514.15 N/A N/A 40.4+ 75.+ Y j Imp. I 54.1- ! 80.- 8 B 7/16 Overall Lami 37 x 50 5/8 H.R Series 200 12-0113.01 I N/A N/A i 40.4+ 70.+ Y Imp. 54.1- 70.- 1 I i I i i i i i i I i S MIAMI- MIAMI-DADE COUNTY Eml PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wtivw.miamidad%gov/vera Gopi Glass Sales&Services Corp. 7450 NW 41st Street Miami,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Clipped,Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No.M95-16,titled"Aluminum Tube Mullions",sheets 1 through 4 of 4,daied 12/05/95,with revision F dated 02/17/12,prepared by AI—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, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been 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# 10-0107.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0222.07 M1AM. a count Expiration Date: March 28,2017 i�1)!z Approval Date: April 26,2012 Page 1 ' r Govi Glass Sales &Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M95-16,titled"Aluminum Tube Mullions",sheets 1 through 4,dated 12/05/95,with revision F dated 02/17/12,prepared by AI--Farooq Corporation, signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed windows mulled together,prepared by Fenestration Testing Laboratory,Inc.,verification Test Report No. FTL-5378, dated 10/04/07, signed and sealed by Michael R: Wenzel,P.E. (Submitted under previous NOA No. 06-0210.07) 2. Test reports on: 1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3) Water Resistance Test,per TAS 202-94 4.) Large Missile Impact Test,FBC TAS 201-94 5.) Cyclic Loading Test,per FBC TAS 203-94 along with marked-up drawings and installation diagram of two mulled side-by-side series 510 aluminum fixed window,prepared by Hurricane Engineering&Testing Lab, Inc.,Test Report No. HETI-02-1145B dated 04/30/02, signed and sealed by Hector M. Medina,P.E. (For reference only) (Submitted under previous NOA No. 02---0826.03) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per PA 202-94 along with installation diagram of window prepared by Hurricane Engineering& Testing Inc.,Test Report No. HETI-96-512, dated 02/02/96 signed and sealed by Hector M. Medina, P.E. (Submitted under previous NOA No. 99-0331.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al-Farooq Corporation, dated 02/15/12, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) Manuel PerK". Product Control Ex&Mner NOA No. 12-0222.07 Expiration Date: March 28,2017 Approval Date: April 26,2012 E- 1 Govi Glass Sales &Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and no financial interest, dated February 16,2012, signed and sealed by Javad Ahmad,P. E. 2. Laboratory compliance letter for Test Report No. FTL-5378,issued by Fenestration Testing Laboratory, Inc.,dated 10/04/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 06--0210.07) 3. Laboratory for Test Reports No. HETI-96-512 and HETI42-1145B issued by Hurricane Test Laboratory, Inc., dated 02/02/96 and 04/30/02,respectively,both signed and sealed by Hector M. Medina,P. E. (Submitted under previous NOA No. 99-0331.02 and 02-0826.03 respectively) G. OTHERS 1. Notice of Acceptance No. 104107.03,issued to Gopi Glass Corporation for their Series Clipped Aluminum Tube Mullions—L.M.I.", approved on 03/10/10 and expiring on 03/28/12. Manuel Per .E. Product Control E a er NOA No. 12- 2.07 Expiration Date: March 28,2017 Approval Date: April 26,2012 E-2 .690 1.690 Z --- ---� 63 ii ii tz5 esoo azs z.600 o I I I =� t ILIIi II r.= t.s3o t.o3o I �{II d�u ILII 11 11 I11 I L O LL it __ � IG1 it{IiVB GTY LII 09 I I p r 4.000 AZNG PRODUCT 1� 3.750 GLD MULLION CLIP (6o6s–Ts) MULLION CLIP (6063–T6)TYPICAL Q�ij WINDOW FRAME I (ALT.TO ANGLES) (ALT.TO ANGLES) LL Z r7j CLIP LENGTHS MUST CLIP LENGTHS „ It I I INTO TUBE MUwpNS,�CUT TO FIT SNUG INTO TUBE MULLIONS. BE CUT TO FIT SNUG Q L=�11 I2S 111(' TYP. O 325 I It 6.000 TYP. � z000 3ADI 4.000 2.006 z z F O O e _j MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS I--z.wo-1 w w W HORIZONTAL OR VERTICAL m 0,�'i g SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ANGLE CLIP (6063-T6) (U)� M R ALL MULLIONS 6063-T6 MIN, Q� D Q a (® J RECTANGULAR I MIN M TUBE MULLIONS IONS z I USING MULLION PROPERTIES ONLY �t y NOTES: a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0 - _ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE 55tt APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER C F� INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. XX Il Rv I v:�T-L WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER c N >r I L' LOADS TO THE STRUCTURE. o$ o ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,EMBEDMENT p - 1 TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO.TOLE ETC.). All v F �- ----------- '�-� -” `-�- ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS g i ARE NOT PART OF THIS APPROVAL. .INSTRUCTIONS: Y A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE CHARTS AND GRAPHS AS FOLLOWS.' MATERIALS INCLUDING BUT NOT UNITED 70 STEEL/METAL=M,THAT COIF IMO- STEP T CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS '.� .g. 'o DETERMINE DESIGN LOAD REQUIRED PER E 7 OF THE FLORIDA BLDG.CODE SEC, N 2003.8.4, s FOR PARTICULAR OPENING. _,T I O t:P,l 'I..f'i ICC`b 1 fly ALL FEUER,4L .,. 0 o W STEP 2 USE MIAMI-RADE COUNTY APPROVED GUYING PRODUCTS L ',•. MEETING ABOVE LOAD REOUAREMENTS. I, - L l I Tl nP.!.S c I STEPL 3 USE CONNECTION TO MULLION AS PER PRODUCT { APPROVAL -.. RAULLTON..ST'STEM-18_TATED'"EOR TARGE & SMALL MISSILE IMPACT. E^O? CML��1 PRO1TiJCf ItBV136D STEP 4 DESIGN USING TG ORE THAN DESIGN LOAD SPECIFIED IMPACT AON SHEET 2 SELECT MULLION SIZE WITH ANNOE NONIMPACT RESISTANNTH ALL T OPRODUCTS ADE COUNTY APPROVED M Pf,� Tac'' SalWith Lho Flofld8�vIN_ 1 ABOVE. c.a7,tl No 2' •vq�USING AN TYPES ON SHEET 4 AND ANCHOR CHARTS IIL0. Date •/TS .c! ON SHEET 3,SELECT ANCHOR TYPE WITH DESIGN RATINGMORE THAN THE DESIGN LOADS SPECIFIED IN STEP t ABOVE. drowing no. LONER VALUES FROM GLAZING PRODUCTS,MULLION CHARTS OR ANCHOR CHARTS WILL APPLY To ENTIRE SYSTEM. M95-16 .he, of 4 m MULLION LOAD CHART m MULLION LOAD CHART m MULLION LOAD CHART ^' 1-x2"xl/8" TUBE m 1-x3'xl/8' USE �. 1'.4'x1/8" TUBE i 3-T6 C1X2X 6063-T6 IS X3X 6063-T6 GIX4X g' /B M UL SP. 6@6VERTIM,j m N MULLION ii Z m % GLAZING I I GLAZING B- /B` L •PAtI PRODUCT i ; PRODUCT'' m to m 3- m N Y V) N~ m� I�cocc===�IfL__--=--- CRYO n IL Is m a - -- - a m -4-1/4- sm. wl- X11- -=tet v p W O , 0% > °am - a galco OJ m Oj. OJ m ARCHES REroCI 9BE NPE C) pp O z z �� m^11 M m - (3 m 15 - U m HOR7ZONTK MULLION 4,Z N 3 U) H r Hr S C' w allm m I, �. GLAZING ,I O .. `O PRODUCT L--------- ----J 3 --____ to N ,r------11r-- -II N IQ �I ISI 1� In m m 4- /4 m i iii i� O O o v i, G,2.G iii �q�VG i� 3 J FQ In 6 m --- - m 7 '; PRODUCT m m M i i,i i f 0 v 20 30 40 50 60 70 80 20 30 40 50 60 70 80 20 30 40 50 60 70 80 L__====�i�____-== 1— w ww TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES L MULLION SPAN °D Ulna m MULLION LOAD CHART MULLION LOAD CHART zx -xl/e- rIIBE 6' ru 686x zTYPICAL MULLION ARRANGEMENT 6063-T6 CI (1 Z M 3 5 ro WIDTH (W) = w) +w2 Q O a 2_ Ung. m -141/ -1/ m � m AA 1 m m � U,� m a a � m 4- m - 0 m am U -1 J 12 - sc = Z Z Om/ w w m .NOTE: In U) 6i o 6` o rMULLIONS RATED IN THESE CHARTS MAY BE ORIENTEDt 13 10 VERTICALLY OR HORIZONTAL LY. m (INTERPOLATION BETW� ":;IMDT.HS ALLOWED) o IA FIA PE `.' �� whRtlm MmldO a�`"c� rl 0'J N °`�°° ' f 20 30 40 50 60 70 80 20 30 40 50 60 70 BB drawing no. TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES M95-16 MULLIONS sheet 2°+ 4 ro4ftV 1 N m ANCHOR LOAD CHART m ANCHOR LOAD CHART m ANCHOR LOAD CHART m ANCHOR LOAD CHART t ANCHORS TYPE A -m+ ANCHORS TYPE B1 ^ ANCHORS TYPE 82 ^' Z ® CANCA m 03 GANC81 Lp GANC8250- F 5/9 _ 0�� 4L' • m m -3 m 6T 0'0 n am am 6 am am 00 0eo :P D—Ie. �P IP 4 1 m� p - 74- Om Om Om Jro 84• S �m u� 8 std AN Z Z Z Z Gi e'71 Hf` Hr HmHm 6' N �m Om 00 O O .O ® N 1 m 6 m t m r tce • O O in N t ED J 0 R m m m mo a o a ANCHORS TYPE C w w m. t9. tm1 "- m CANCC 44 m p cc ut 20 30 40 SB 60 70 BB 20 30 40 S9 60 70 80 20 30 48 5B 60 70 80 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES TRIBUTARY WIOTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES g �d01 drMj l "°I C9 Z n^ a0 R Q C09'M " ANCHORS TYPE HORIZONTAL MULUON NOTE & A.st, BORs rrPE ARCHEs ro eE nvsanBEa ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER e2 oR c 1.c INSIDE RECTANGLAM SHAPE LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4, o < __1 y 3 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) Is $ZOOO n � u VERTICAL h i i it n.:' PcT IMULL $¢ a ,I GWZWG i i fAAZING ii iii `I� illy ANCHOR :1 I� PRODUCT PRODUCT �l �I 14 Bl 1� •• $�.$a GU12WG ISI mAmsli ANCHORS TYPE PRODUCT�l� PRODUCT �I A.Bl. O u O ANCHORS jl I�1 1� 9 2 OR C �� Y BA9OR C LL==i--ALL= ANCHORS TYPE 'A' ANCHORS TYPE 'B2ANCHORS TYPE 'C V ®® 14 S.M.S. NEVICH WOOD BUCK QTY.A§PER TYPE e i DIA.ULTRACONS .TO ACCOMODATE A.81,82 OR C z 1/ANGLE �dt/4'DLL ULTRACONS 'CLIP-ANGLE TO MASONRY _ Z L2 2/ANGLE 0 o zxzx 1/B• 4 2x2x1/e zxzx 1/8 ALUM ANGLE ^ ALUM ANCLE o ALUM ANGLE # 11 14 S.M.S. # 14 S.M.S. + 14 S.M.S. __ __ 2/ANGLE < M—E ._- 3/ANGLE __v�� _ ° , 29 1/4'OK ULTRACONSce. 2/ANGLE4 _ _ __G___ o � G__ ___ ]. NULL10N 1/Y MAX. 0OONE PIECE CLIP 'i0D!MULLION MULLION .q a ALTERNATE TO ANGLES ALL CASES LL Z N ' v e °CONCRETE OR W f MASONRY BLOCKS O 1BY OR 29Y 18Y OR 2BY MULLIONWOODBg11G( MULLION '�BUCK ALUM ANGLE O ZO MULLION 2 X 2 X 1/8• 2 X 3/4 X 1/8' a 2 X 2 X 1/8• 2 X 2 X 1/8• a ALUM ANGLE 1-5/8-LONG(FOR 2•TUBE) ALUM ANGLE ALUM ANGLE 3-S/8'LONG 2-5/B"LONG OR 3• 2-S/8'LONG 2-5/8'LONG 3-5/8`LONG(FOR 4•, o oa ' ° c. ---r------ CL ACCESS HOLE m O #14 S.M.S. � 2/ANGLE(CHART A&Bt) ~ ro o _ ' a i 3/ANGLE(CHART 82&C) � S '$2i a 3 5j 0 T iA I ~ �' 25 i Q .a g i TUBE MUWON Z_ 3 1 ir{g ' vim f 0 Z� o " -j---- - ------ 1.500� 1.500 a �--•� AIA7(. NAx. --- ---- -- ° ' 1.soo a a THIS SCREW CAN BE MAX INSTALLED IN EITHER I ANCHORS TYPE 'B1' DIRECTION ; 8 N G I 1 414 F.H.S.M.S. �,W. i 2/ANGLE(CHART A&B1) I I TUBE MUWON I 3 ANGLE(CHART B2) I 1 4/ANGLE(CHART C) ' 2 X 2 X 1/8*- ' ALUM ANGLE , ANCHOR DETAIL #1 S ' ' # 14 S.M.S. r 2/ANGLE ,T 1.500 1/4•DIA.ULTRACONS BY'ELCO' ' MIN. ULTRACOMS MAY BE HEX OR FIAT HEAD ' NOTCH ANGLES _MISS TO MARBLE S LL SUBSTRATE NON. EDGE DIST. MIN. EMBEDMENT g i OR TRW 't•}1;i� $ AHMAD WOOD 1• 1-s/B• �- WOOD BUCKS NOT BY GOPI GLASS. gr.JAV� PRODU�SBD o BLOCK 2-1/2• 1-1/4' MUST SUSTAIN LOADS IMPOSED. }`taul e2,. pdwFlorMa CONCRETE 2-1/2' 1-1/4• " a.4 C.F.N. r• § 8-1/ MIN r d2-I/B'MIN—7.- I ( Expiretion'. 7 ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLK)NS. c q 6 n O CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED b' o < BY drowmg no. WITH ALKALI-RES6TANT COATINGS,SUCH AS BITUMINOUS PAINT OR ,,i, M AB0.oPre" WATER-WHITE METHACRYLATE LACQUER. 1/4•Du.ULTRACONS M95-16 1/ANGLE } sheat 4of4� M�,.,� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION " DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.m/pera/ 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 PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 11200"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W10-26,titled"Series 200 Alum. Horiz.Sliding. Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 04/23/10 with revision B dated 11/22/11,prepared by AI—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, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#10-0824.05 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. f9 ' NOA No. 12-0113.01 LIUM�COU UP IIIIIIIIIIIIFN7"1f Expiration Date: December 30,2015 Approval Date: March 01,2012 Page 1 Labrador& Fundora Corn. dba V&V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-26,titled"Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.)",sheets 1 through 6 of 6, dated 04/23/10 with revision B dated 11/22/11,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 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of horizontal slider,prepared by American Test Lab of South Florida,Inc., Test Report No. ATLSF--0126.01-10, dated 06/08/10, signed and sealed by Edmundo J. Largaespada,P. E. (Submitted under previous NOA#10-0824.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007 and FBC-2010,prepared by Al—Farooq Corporation,dated 06/24/10 and revised on 11/21/11,signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours &Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2007 and FBC-2010,and of no financial interest,dated,November 21,2011, signed and sealed by Javad Ahmad,P. E. 2. Laboratory compliance letter for Test Report No. ATLSF4126.01-10,issued by American Test Lab of South Florida,Inc.,dated 06/08/10,signed and sealed by Edmundo J. Largaespada,P. E. (Submitted under previous NOA#10-0824.05) G. OTHERS 1. Notice of Acceptance No. 10-0824.05, issued to Labrador&Fundora Corp. dba V & V Windows for their Series"200"Aluminum Horizontal Sliding Window-L.M.I., approved on 12/30/10 and expiring on 12/30/15. Mapuel hrez,P.E. Product dontrol kxaminer NO .12-0113.01 Expiration Date: December 30,2015 Approval Date: March 01,2012 E-] 74' 111° --. u i WINDOW WIDTH WINDOW WIDTH 01 6"MAX. 9'LAAX. 6'MAX. 9"MAX. m� Z m HEAD/SILL HEAD/SILL w HEAD/SILL HEAD/SILL Z CORNERS q m CORNERSA �— 10'00 F a _ Q 0 it u C ii D C i D ii ii 08 g 'v 0 m� i'V ii Off' /� /% o Oia� B x ro n a •/ iitiJ� -,-,o i/ _ o n 0 It ^0 11 j/ •/ O o 53 `TtV J J •/ .. II -j 11 II •� �' 3 " v3d II °dc LL.Z ii ii II II J i 5 11 fl II II 4 W � II II !3 II B II II li � :;E g I FALSE MUNTINS FALSE MUNMS (SURFACEAPPLIED) 32 5/8' 33' (SURFACE APPLIED 24 5/8° 48 5/8" 24 5/8' S� MAY BE USED D.L.OPG. D.L OPG. MAY D.L OPG. D.L.OPG. D.L OPG. 36 3/4" 28 3/4' 28 3/4" 0 VENT WIDTH VENT WIDTH VENT WIDTH N TYPICAL ELEVATIONS o°i 0 n 2 G�Q� $ 5°8�� THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. 3/18'ANN. GLASS t/B°HEAT 5TREN'0. GLASS JE- UTACITE " REN'D.GLASS y v>3 t AS LA o 13c SHUTTERS ARE NOT REQUIRED. .090°INTERLAYER ,090"INTERLAYER TERLAYER ° s$�=� BUTAcrrE PVB BY'DUPONT' BLITACITE PVB BY'DUPONY LAS BY'DUPONT' —� SERIES 200 ALUMINUM HORIZONTAL SLIDING WINDOW 3/16"ANN. GLASS 1/8-HEAT STREN'D. GLASS "HEAT STREN'D. GLASS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER SILICONE SILICONESILICONE CHARTS SHOWN ON SHEET 2. DOW CORNING 995 DOW CORNING 995DOW CORNING 995 PECORA 895 PECORA 895PECORA 895 m APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. H.R. OR HORIZONTAL ROLUNG WITH OTHER z y� i! II z WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING s 5 i !i 5 22' romggMIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN.LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVALWILL APPLY TO ENTIRE SYSTEM. i ii i THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITHTHE mREQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING 10 10 ' HIGH VELOCITY HURRICANE ZONE(HVHZ). o`m WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER GLASS TYPE 'H' GLASS TYPE 'C' S•l" TYPE 'D' li�, LOADS TO THE STRUCTURE. .EhV..-A/AD AHMAD3ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS CIVIL PRODUCTREVIBEDEMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. GLAZING OPTIONS �8 703s2 oWidm'8y�U10 FWdhAREHNO�T PAR TLOADING OF THIS APPROVAL NS NOT SHOWN IN THESE DLTAILS A tmw NO Lc`PpEC5i i A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. BYmiam ' dr°Wio MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO W1 Q—ZF) CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of 13 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 4.O V 6 (XO OR OX SIZES) (XOX SIZES) 13 GLASS TYPES GLASS TYPE I70.D70.0 S GIASS TYPE WINDOW DINS. A 'H'&'C' 'D' WDiDOW DIES. A 'D' Z WIDTH HEIGHT EXf.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT -) IXT.(+) INT.(-) a 26-1/2^ 3 70.0 70.0 80.0 90.0 74" 8 0 80.0 90.0 g 37• 4 70.0 70.0 80.0 90.0 106-1/4" 26• 12 0 80.0 90.0 �p53-1/8` 26" 6 70.0 70.0 80.0 90.0 111" 12 0 80.0 90.0 O074" 6 70.0 70.0 80.0 90.0 74" 8 .0 80.0 90.0 IL G 26-1/2" 3 70.0 70.0 80.0 90.0 106-1/4" 38-3/8` 12 70.0 70.0 80.0 90.0 O t d 37• 4 70.0 70.0 80.0 90.0 111' 12 70.0 70.0 80.0 90.0 V p53-1/8" 38-3/8-53-1/8' -3/5_ 6 70.0 70.0 80.0 90.0 74' 8 70.0 70.0 80.0 90.0 C 74" 6 70.0 70.0 80.0 90.0 106-1/4' 50_5/8• 12 70.0 70.0 80.0 90.0 L<Q 26-1/2• 3 70.0 70.0 80.0 90.0 111• 12 70.0 70.0 80.0 90.0 37' 4 70.0 70.0 1 60.0 90.0 74' 8 70.0 70.0 80.0 90.0 53-1/8" -5/8" 6 70.0 70.0 80.0 90.0 106-1/4• 63. 12 70.0 70.0 80.0 80.0 74" 8 70.0 70.0 80.0 90.0 111` 12 70.0 70.0 80.0 89.0 Q ' 28-1/2` 3 70.0 70.0 80.0 90.0 72` 8 70.0 70.0 80.0 90.0 0 37` 4 70.0 70.0 80.0 90.0 H4' 9 70.0 70,0 80.0 90.0 53-1/8` 83" 6 70.0 70.0 80.0 90.0 98' 38` 11 70.0 70.0 80.0 90.0 g 74` 1 1 6 70.0 70.0 80.0 89.0 108` 1 1 12 70.0 70.0 80.0 90.0 24' 3 70.0 70.0 80.0 90.0 i 72` 8 70.0 70.0 80.0 90.0 p3 38` 4 70.0 1 70.0 80.0 90.09 70.0 70.0 80.0 90.0 84• _ $ 48' 24` 5 70.0 70.0 8D.0 90.0 98` 11 70.0 70.0 60.0 90.0 z 60' 7 70.0 70.0 80.0 90.0 108" 12 70.0 70.0 80.025 90.0 N h 72' 8 70.0 70.0 80.0 90.0 72" 8 70.0 70.0 80.0 90.0 24' 3 70.0 70.0 80.0 90.0 84' _ 9 70.0 70.0 80.0 90.0 36' 4 70.0 70.0 80.0 90.0 88' 80 11 70.0 70.0 60.0 90.0 = 0 m 48" W. 5 70.0 70.0 80.0 90.0 L.4- ' 72 70.0 70.0 80.0 90.0 BO' 7 70.0 70.0 80.0 90.0 8 70.0 70.0 80.0 90.0 >< 72• 8 70.0 70.0 80.0 90.0 9 70.0 70.0 80.0 90.0 ;_24' 3 70.0 70.0 80.0 90.0 �• ?12. 070.0 BD.O 90.0 N v>36` 4 70.D 70A 80.0 90.0 12 70.0 1 70.0 80.0 90.0 w a o`u0i°1v 48` 48• 5 70.0 70.0 80.0 90.0 N x A = N0. OF ANCHORS PER HEAD&SILL 80" 7 70.0 70.0 80.0 90.0 72` 8 70.0 70.0 80.0 90.0 24' 3 70.0 70.0 80.0 90.0 W. 4 70.0 70.0 80.0 90.0 48• 80• 5 70.0 70.0 80.0 90.0 80' 7 70.0 1 70.0 80.0 90.0 / E-� o 72' 8 70.0 70.0 80.0 9o.0 (1/3w) (1/3w) (1/3w) (1/4w) (1/2w) 1'S 19 24• 3 70.0 M70.O80.0 90.0 38' 4 70.0 90.0 g '8" 63` 5 70.0 90.0 60" 7 70.0 90.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH o o15 mm� 72• a 70.0 90.0 'XOX' 'XOX' A NO. OF ANCHORS PER HEAD&SILL <m 0 oL b E.W.JAWm 9W PRODUCTR13VISM asm plyi%with the Plot(& (1/2W) (1/Zw) (1/3w) (2/3W) -FIACAW 70392 BUQing Coda =D -0 NOTE: A�imDate/�/,S GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS)OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH AND FLORIDA BUILDING COMMISSION flox DECLARATORY STATEMENT DCAOS-DEC-219 r10 'XO OR OX' 'XO OR OX' 1162 - 6 TYPICAL ANCHORS METAL 22 " 18Y SEE ELEV. STRUCTURE �� N WOOD BUCK I FOR SPACING tYPM ANCHORS SEE ELEV. x1i rr__________________�l SPACING NFAMI-RADECOUNTYAPPROVED; 'MULLION ANCHORSSEE SEPARATE NOA\ �I 1� .. o ------ ------- -I O t9 g O�, e a g&<a I ji. ANCHORSTYPK:AL ANCHORS 0V. SEE ELEV. rn - FOR SPACING FOR SPACING tl Q Weil h WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WOW. 0 G MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. z WEEPHOLES: TYPICAL ANCHORS: SEE ELEv.FOR SPACING W1 - 3/4" X 1-1/8" WEEP SLOT AT 2" FROM EACH END 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI, Fyo155 KSI) z WITH PLASTIC BAFFLE. WTO 20Y WOOD BUCKS OR WOOD STRUCTURES a0 W2 = 3/16" X 1-1/2" WEEP SLOT AT 2" FROM EACH END1-3/B" MIN. PENETRATION INTO WOOD o o $ W3 = 1/8" X 1-3/4" WEEP SLOT AT MID WIDTH OF VENT. o E z THRU 18Y BUCKS INTO CONC. OR MASONRY p TW .1 of 1-1/4" MIN. EMBED INTO CONC. OR MASONRY = v°v go n i y y SEALANT: DIRECTLY INTO CONC. OR MASONRY 4 4!! 4" MIN. EMBED INTO CONC. OR MASONRY 1-1 >� ALL JOINTS AND FRAME CONNECTIONS SEALED WITH / PECORA 1215 SEAM SEALER. •614 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) rn o>X e INTO METAL STRUCTURES �7 v g n STEEL : 12 GA. MIN. (Fy = 35 KSI MIN.) N JON S ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) n (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ! ! X12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) al i $ 4 i ADHERED ID SILLINTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") l 13 WITH SILICONE AW3 R (NO SHIM SPACE) c € t X 1/8'X 3-LONG S 2 MTG. RAIL LocanoNs TYPICAL EDGE DISTANCE to INTO CONCRETE AND MASONRY = 2-1/2" MIN. © I 19 INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. o- c 2y 18 CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. 15 I C-80 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. C<„ 25 3 \ \ O I MSED Ea F JAVAD�ANNADPr.ODUC'T whhthe FlmfdsFTA PE "m wtonv YOB No CAN.+SCM Br.Udin CoddTYPICeLL A ICHORS TYPICAL ANCHORSSEE ELEV. SEE ELEV.^W7 FOR SPACING FOR SPACING W2 ��p11 W 10-26 �0 sheat 3 of 6 1/4•MAX. VENT wrong �ru SHIM 1/4'MAX. A4 N �Y C' D.L.OPG. O SHIMS 0 TYPICAL m TYPICAL ANCHORS 20 23 SEE ELEV.ANCHORS O m FOR SSEEPACING - FOR SPACING �. -- ° O 8 O� ' a � �o AL STRUCTURE O 20 Oaaa REff EENS O D.L OPG. v 1WOOD BUCKS LL LO4 28 8 t - EXTERIOR WINDOW WIDTH c XO LAYOUT g r � VENT WIDTH VENT WIDTH 1/4-MAX 1/4•SHIM -- -- SFtRAS z MAX. © D.L.OPG.q7 O O.L.OPG. B LL WOOD BUCK 23 23 TYPICAL .ANCHORS o p; x 3m 0 FOR SPACING o STRUCK v. c c 24 �q24 o. 0 7u. J------SCREENS ___ ____ —.�___—_--- Vb °1BY D.L OPG. >WOOD BUCKS 4 B EXTERIOR ° v og — WINDOW WIDTH c TYPICAL ANCHORS XOX LAYOUT g SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION &MULUON ANCHORS--\ SEE SEPARATE NOA�--, 11 11 - o_ Eflgr.JAVAD AHWO' PRODUCT REVISED . c 0 i t I I CML W emplyi8R w10l1118 F1076as _ I I 11 CY6N.§93882 BWIdIng Cb& II it ion Daft LS $ s I i u I L_ 1 ----—-----_ x©N rmm drawing no. TYPICAL ANCHORS o, W10-26 SEE ELEV.FOR SPACING sheet 4 Of 6 2.765 .9 62 ITEM PART QUANTITY DE8CRIMON MATERIAL WF./SUPPLIER/REMARKS500 �V 7YP. .843 1 V103 1 FRAME HEAD 6083-TB - A o 601 2 V202 i FRAME SILL 6063-TS - 3 V203LIF i SILL TRACK 8083-TB Z 2.687 875 082 2 8 5 1.478 .937 .050 1.125 4 V201 2 FRAME JAMB 8083-TB Z . 5 V205 AS READ. FRAME JAMB ADAPTER SD83-TS -TYPQ E B V104 t/VENT FIXED MTG. RAIL8063-T6 .906 O v .675 -"--_.___-___. -__ .875 7 V204 1/VENT VENT INTERLOCK 8083-T6 - _.. (, B V209 t/VENT JAMB STU _6063-TB O VENT TOP/BOTTOM RAIL V JAMB -9 9 _ Y107 2/VENT TOP AND BOTTOM RAIL-� - - 6083-T6 _ - - -- 0 `> F--1.187 1.125 _ V 5 ei __1O____ _V108 AS REOD. GLAZING BEAD 8083-T6 - M O 2.063 .082�F� 13 - AS REDD. ADD-ON SILL RISER 6063-T6 USE AS READ. Z K O7 FRAME HEAD 082 I--LI' 14 - 4/VENT ROLLER HOUSING&GLWE CELCON - V r, Typ. 1160 15 V208 2/VENT ROLLER BRASS - Q 1.187 1.125 1.775 .674 18 V207 2/VENT ROLLER PIN ST.STEEL - dl W U) 17 #8 X 1-1/4' AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS 987A t84 J O 18 #8 X 3' 2/VENT FIX.RAIL SILL SCREWS(SILL END) CRS P.H.SMS Q w `g .875 19 - AS READ. FW SEAL W'STRIPPNG - ULTRAFAB O 13 SILL RISER 20 B148f}U AS REOD. BULB SEAL(DUAL DUROMETER,T-SLOTBULB-73) ISOPRENE ULTRAFAB 1.188 N 22 91480U -AS REOD. GLAZING BEAD GULF!(DUAL DUROMETER,T-SLOT=50,BULB-73) NEOPRENE ULTRAFAB v $ -y .123 23 2/VENT SWEEP LATCH AT 6-1/2'FROM EACH END JAM3.878L 078 B STILE I 24 ®6 X 3/4' 2/LATCH LATCH INST.SCREW ST. STEEL PH SMS 3 7YP. 2823 - - p -2.083 25 - 2/WDWVENT WEEP VALVE = t� ze 1/VENT BAFFLE sox SCREEN OPTIONAL ? 2.187 2 BAFFLE INSTALLATION SCREWS PH WKS N e' .500 1'879 o o m .908 1.139 .L� 9 ° L-2.765--A FRAME SILL 1.188 ALUMINUM BAR g '� N 0 3 v 0 MEETING RAIL 1.420 N gv N= O 1.844 .585 .312 o50 1.578 1.1x7 TVP. Q SILL TRACK •062 TYP, m End 1.750 m $ 2.625 sooT756 FlXED MTG. RAIL m .147 �oam O F_ P. F:187 06 2 IYP. zs27a.eso • 'AD PRODUCT REVISED •FLA.PE C-2 `.wyle$-BteFwdds S CAN. i~uildlmS C°� 8 ,� 10 cLAzwc BEAD Deft l5 -°i .937 •� �0,, By a Dd ' drawing no. W10-26 O4 FRAME JAMB �� sheet b of 6 V.V 17 vy N � 3 I m O&QaS °0�� l W ei 0 O VENT TOP/BOTTOM CORNERS FRAME TOP CORNER 0 rn o g N U I`Ya �i eelN �•u m�N 17 p 0 g 9$�zk 0 i 'A o s oe�d ErgR• VJ�AFH.(AD •u _ M.�I PRODUCT RBVUSSBD � iv C.PE A.tJ.. 70g82 v OWIIhf)IB pla�de 3Y PeoQHcl drawing no. FIXED MTG, RAIL CORNER FRAME BOTTOM CORNER Wl 0-26 sheet 6 of 6 MIAMI-DADS MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaade.gov/E)era Florida Window Systems,Corp. 7191 NW 77 Terr. Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA - Product Control Section to be used in Miami Dade Cotmty and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W03-36,titled"Alum. Outswing Casement Window(L.M.I.)", sheets 1 through 6 of 6,dated 05/28/03,with revision C dated 03/28/12,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, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#08-0604.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No, 12-0514.15 MSN our�rnr Expiration Date: September 18,2013 FWAMWAISM3Approval Date: August 02,2012 -7/0/l?. Page 1 T � Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-36, Sheets 1 through 6 of b,titled"Alum. Outswing Casement Window(L.M.I.)", dated 05/28/03, with revision C dated 03/28/12,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)Unifon-n Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window,prepared by Hurricane Engineering&Testing, Inc. Test Report No. HETI-03-1312 dated 4/17/03, signed and sealed by Rafael Droz,P.E. (Submitted under previous NOA #03-0612.04) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering&Testing, Inc. Test Report No. HETI-02-1752 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03-0612.04) 3. 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 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing, Inc. Test Report No. HETI-02-1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NDA #03-0612.04) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing, Inc. Test Report No. HETI-02-1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03-0612.04) Manuel PenA P.E. Product Controlxa finer NOA No. 1V5114.15 514.15 Expiration Date: September 18,2013 Approval Date: August 02,2012 E_ } Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing, Inc. Test Report No. HETI-02-1235 dated 7/3/02, signed and sealed by Rafael Droz, P.E. (Submitter)under previous NVOA #03-0612.04 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al-Farooq Corporation, dated 03/27/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0709.04 issued to Glasslam N.G.I.,Inc. for their "Safety-Plus II Laminated Glass"dated 09/11/08, expiring on 08/07/13. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated March 27, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 08-0604.01, issued to Florida Window Systems, Corp. for their"Outswing Aluminum Casement Window--L.M.I.",approved on 10/02/08 and expiring on 09/18/13. Manuel ere ,P.E. Product Contro%X,%dminer NOA No. 12-0514.15 Expiration Date: September 18,2013 Approval Date: August 02,2012 E-2 EQO. AO1 ANCHOR R DL.ANCHOR AS EOD. 13 1/2'MAX. 5"MAX., SEE CHART ON SHE 2 AT EACH SIDE OF IMPOST HEAD/SILL � HEAD/SILL FOR CAPACITY � CORNERS 3" S. 13 1/2" Z SURFACE APPLIED • 5"MAX. A I FALSE MUNTINS A - HFAD HEAD/SILL CORNERS 7d OPTIONAL SILL d a ► /' 11 fil�`\ glat107 o mo LLzit 1�t/�;{1_ 0 o: -- A U m i i� fA m E1 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.1 Z z SHUTTERS ARE NOT REQUIRED. I W ?I y0is/t8" p 30 15/18• 30 15/16" in D.L.QPG. D.L.OPG. D.L.OPG. U 35 35 7/8- 35 7/6" ALUMINUM OUTSWING CASEMENT WINDOW w 33p VENT WIDTH VENT WIDTH VENT WIDTH DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER p~rt N 37 __ 74• CHARTS SHOWN ON SHEET 2. Z Z^"I• N WINDOW WIDTH _WINDOW WIDTH APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS SINGLE VENT WDW WITH X AND XX CONFIGURATIONS. S p z QUAL VENT WDW. �y yt ALSO COMBINATIONS OF CASMT/CASMT OR CASMT WITH OTHER m WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. SILICONE SILICONE LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL DOW CORNING 995 DOW CORNING 995 GE 4000 GE 4000 WILL APPLY TO ENTIRE SYSTEM. SILICONE TREMCO TREMGLAZE S-500 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8'ANN. GLASS 1/8'HEAT STREN'D. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY XX .730'INTERLAYER 1/8"ANN.GLASS HURRICANE ZONE (HVHZ). no .130"INTERLAYER 0 o SAFETY-PLUS 11 BY'GLASSLAM' .090"INTERLAYER SAFETY-PLUS 9 BY'GLASSLAM' WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SAFLEX IUG BY'SOLtJTIA' LOADS TO THE STRUCTURE. 1/8"ANN.GLASS 1/8'ANN GLASS 1/8'HEAT STFjEN'D. GLASS ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS ' EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO- _CORNING ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE I SILICONE SILICONE SILICON GE 4000 995 w TREMCO TREMGLAZE S-500 DOW CO ING 995 NOT PART OF THIS APPROVAL m 8 n Z CE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. y 0 S 's MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 0<m u COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 0 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 0 1 Engr:JAV�AMDLAHMAD PRODUCT RBVISED i _o FF��1��(A� FU1 PE f 70592 m cm vly4 With the Plod& CAN.7838 BmExptMretmg AftepWAM Ne12 LL�� 50 GLASS TYPE: 'Al' GLASS TYPE 'BT' APR 16 201 B' Daft Pw&wi ca drawing no. W03-36 GLAZING OPTION —10–f-6-1heet DESIGN LOAD CAPACITY- PSF FOR(XX )SIZES �u DESIGN LOAD CAPACITY - PSF FOR(X)SIZES UNREINFORCED CENTER POST REINFORCED CENTER POST WINDOW DINS. GLASS TYPES'A1'&'A2' GLASS TYPE'B1' WINDOW DINS. GLASS TYPES'Al'&'A2' GLASS TYPE'81' CLASS TYPE'81' Qn WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT. (+) INT.(-) EXT.(+)- 1M.(-) z 19-I/8" 55.0 55.0 75.0 80.0 [26-1/2" 55.0 55.0 75.0 80.0 75.0 80.0 026-1/2" 26" 55.0 MD 75.0 80.0 37' 48• 55.0 55.0 75.0 80.0 75.0 80.0 mN(3) 55.0 55.0 75.0 80.0 3-1/8• (3) 55.0 55.0 75.0 80.0 75.0 80.0 QQ ,Sg O 19-1/8- 55.0 55.0 75.0 80.0 74' 55.0 55.0 75.0 80.0 75.0 80.0 �1 V 26-1/2" 38-3/8" 55.0 55.0 75.0 80.0 26-1/2' 55.0 55.0 75.0 80.0 75.0 80.0 1(u LL 37' (4) 55.0 55.0 75.0 8R0 37, 38_3/1^ 55.0 55.0 75.0 80.0 75.0 80.0 A D n 4 19-1/8" 55.0 _ 55.0 75.0 80.0 53-1/8• (¢) 55.0 55.0 75.0 80.0 75.0 80.0 Vx teaa 26-1/2" 50-5/8- 55.0 55.0 75.0 80.0 74• 55.0 55.0 75.0 80.0 75.0 80.0 Qq 37" (5) 55.0 55.0 75.0 80.0 26-1/2" 55.0 55.0 75.0 80.0 75.0 80.0 Q 19-1/8' 45.5 45.5_ _ 75.0 80.0 37" SO-5/8" 55.0 55.0 75.0 80.0 75.0 &I.0 28-1/z" 83" 34.0 34.0 75.0 80.0_ _ 53-1/a" (5) 55.0 55.0 75.0 _80.0 75.0 3Y (5) - - 75.0 80.0 _ 74" 55.0 55.0 65.7 65.7 75.0 80.0 Ilr 2 - 19-1/8" 74-1/4" 27.5 27.5 75.0 80.0 26-1 2" 55.0 55.0 75.0 80.0 75.0 80.0 J / _ ZZ 26-1/2" (6) - - 66.8 66.8 3Y 1. 47.0 47.0 75.0 80.0 75.0 80.0 a W 8 IS" 55.0 55.0 75.0 80.0 53-1/8" (5) 34.0 34.0 68.4 68.4 75.0 24` 24" 55.0 55.0 75.0 80.0 74" - - 52.8 52.8 65.8 65.8 75.0 80.0 30" (3) 55.0 55.0 75.0 BOA 26-1/2" 39.2 39.2 75.0 79.0 75.0 80.0 v O 38" 55.0 SS.O 75.0 80.0 37• 7ayt/a• 28.4 28.4 57.2 57.2 75.0 80.0 U 18" 55.0 55.0 75.0 80.0 53-1/8" (6) - - 40.9 40.9 66.7 66.7 V1 24" 36" 55.0 55.0 75.0 80.0 24" 55.0 55.0 75.0 80.0 75.0 80.0 z X. (3) 55.0 55.0 75.0 80.0 1 36" 55.0 55.0 1 75.0 80.0 75.0 80.0 w 38" 55.0 55.0 75.0 80.0 48" If' 55.0 55.0 75.0 80.0 75.0 80.0 U 18" 55.0 55.0 75.0 80.0 60" (3) 55.0 55.0 75.0 80.0 75.0 80.0 W 3 K w 24" 48" 55.0 55.0 75.0 80.0 72' 55.0 55.0 75.0 80.0 75.0 80.0 O F M 30" (q) 55.0 55.0 _ 75.0 80.0 24° 55.0 55.0 75.0 80.0 75.0 _ 80.0 Z M w 38' 55.0 55.0 75.0 80.0 36" 55.0 55.0 75.0 80.0 75.0 80.0 ^_ 18" 55.0 55.0 75.0 80.0 48' 55.0 55.0 75.0 80.0 75.0 80.0 24" 80" 43.2 a3.2 75.0 80.0 60" (3) 55.0 55.0 75.0 80.0 75.0 80.0 p 30" (5) 35.9 35.9 75.0 80.0 72" 55.0 55.0 75.0 1 80.0 75.0 80.0 O p 36" - - 75.0 1 80.0 24" 55.0 55.0 75.0 60.0 75.0 80.0 [yl,,7,m Is" 32.0 32.0 75.0 1 80.0 36" 55.0 55.0 75.0 80.0 75.0 80.0 0 24" 78) 24.5 24.5 75.0 80.0 48" 48' 55.0 55.0 75.0 80.0 75.0 80.0 30" - - BB.0 86.0 60" (4) 55.0 55.0 75.0 80.0 75.0 80.0 ( ) . NO. OF ANCHORS PER JAMB 72" 1 1 55.0 55.0 71.2 71.2 75.0 80.0 24" 55.0 55.0 75.0 80.0 75.0 60.0 �Y5 36" 55.0 55.0 75.0 80.0 75.0 BOA c ^$ 48 60" 43.2 43.2 75.0 80.0 75.0 80.0 - 60° (5) 35.9_ 35.9 68.4 68.4 75.0 80.0 S 72" - - 57.0 57.0 71.6 71.6 75.0 80.0 rp 24" 47.4 47.4 75.0 80.0 75.0 80.0 36" 72• 32.0 32.0 64.5 64.5 75.0 80.0 48" (6) 245 24.5 49.3 49.3 75.0 75.2 75.0 80.0 m i3 60" I - - 40.5 40.5 63.3 83.3 66.0 66.0 'X i $'3 . NO. OF ANCHORS PER JAMB tic d cam u NOTE: () LOADS WITH ADOL ANCHOR AT IMPOST o GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 3 SEC. GUSTS 3 Engr.JA AO AHNAD PRODUCT REWISBD � a AND FLORIDA BUILDING COMMISSION cmc ay ,plying whh Om FWrhb DECLARATORY STATEMENT DCA05-DEC-219 FLA. CAIL"70592 OeUdtu8 Cod* 8 .1,rcepmnoo No 1.5 ,�y i s RIO 20�Jiami PmdwA Cartrol drowlo W03-36 sheat 2 of F> TYPICAL ANCHORS V SEE ELEV.FOR SPACING _TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING `:i ° 1 IBY METAL0 9 WOOD BUCK STRUCTURE MIAMI-DADE COUNTY APPROVED figg�!! a MULLION& MULLION ANCHORS £1 SEE SEPARATE NOA BUCK a AA I OR 07 O O r WOOD RE U tl3 1 It Og 1 c 17i io TJi � O�4 Q g e 7 2 ti TYPICAL ANCHORS g I' 1 SEE ELEV.FOR SPLICING 4 1 WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WOW. SYS. u = MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM = p AND TRANSFER THEM TO THE BUILDING STRUCTURE. g 3 U m { TYPICAL ANCHORS: SEE ELEV.FOR SPACING r 1/4" DIA. TAPCON BY 'ITW' (Fu-120 KSI,Fy-92 KSI) w INTO 25Y WOOD BUCKS OR WOOD STRUCTURES �w 4 1 1-1/2" MIN. PENETRATION INTO WOOD w w( o e _2 THRU 1BY BUCKS INTO CONC. OR MASONRY 4 w 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z z a o x �•� w iv 3/16" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) Q 3 4 INTO METAL STRUCTURES p Z r, STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) i! ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 010 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) n INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) g o i. R W,' I TYPICAL EDGE DISTANCE o S o INTO CONCRETE AND MASONRY - 1-1/4' MIN. c INTO WOOD STRUCTURE - 3/4" MIN. v 8 S INTO METAL STRUCTURE 3/4" MIN.OCONCRETE AT HEAD, SILL OR JAMBS Ic - 3000 PSI MIN.B C-90 HOLLOW FlLLED BLOCK AT JAMBS Im 2000 PSI MIN. m 8/ O m��10 Eng-JAVAD AHMAD PRODUCT REVISED g 1 p e SEALANTS: a3�lyaa w"h wo ph" 33 fF �PE"OW E10dincoae v ° ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS �• AacePl�ceNo SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. nDate13 8 9 v TYPICAL ANCHORS ap Z��Z BMiam -..I ct drawing no. SEE ELEV.FOR SPACING wo3-3s sheet Sot 6 �4.0 O F 3/16"MAX. O t/2-X 5/8-X 2`LONG O uZi y�£pyI SHIM ALUM BARS, 2/VENT 1/4-MAX. NIAM9—DAOE COUNTY TYPICALANCHORS AT 6-FROM TOP R BOTTOM 10 SHIM APPR,0 MULLION SEE ELEV.FOR SPACING tt TYPICAI.ANCHORS FASTENED W/(2)$8 X 1-FH SMS 1BY SEE SEPARATE NOA ^ V = SEE ELEV. 1 3 MOOD BUCKS 8 FOR SPACING 7 -------- SCREEN OPT.__ v Q� o�h° - - 'Z N -- .1 B TYPICAL ANCHORS 0 EXTERIOR SEE ELEV.FOR SPACING WINDOW WIDTH WINDOW WIDTH 2 4 e NOSE D.L.OPO. g IL N U m VENT WIDTH WINOOW WIDTH tl N Y31 3 SINGLE VENT WINDOWS w �¢wn 3 w U 0 f R STEEL REINFORCING 0 Z P, SEE SHEET 2 FOR CAPACIM Z 1/4-SHIM �{ (STEEL TO Bf PAINTED WITH A HFAVf SOKO MAX. � � O 1/2-X 8/8-X 2-LONG O SMUROUS PAW OR BE QALWMM) I ALUM BARS,2/VENT O W AT 6-FROM TOP dt BOTTOM 10 1/4-MAX. BY WOOD I FASTENED W/(2)#B X i-FH SMS g 0� v 1 3 14 SHIMS D S7RUC 7 11 15 v> O _ v o TYPICAL ANCHORS SCREEN OPT.— —-------- _________ SEE ELEV.FOR SPACINGI > c 2 4�I TYPICAL ANCHORS B SEE ELEV. D.L.OPG. _ D.L OPG. FOR SPACING 2 4 VENT WIDTH0 0 R VENT WIDTH 282 EXTERIOR °c<m WINDOW WIDTH DUAL VENT WINDOWSPROVt38D Engr.JAVAD AIQNAQ ry wmptYingDU,=_#.Flad" 1y FLA PE70592 Dedlding Code g c w.1�Ss3B nccePreRo,,l2-015 4.16t3 ^ API? Prod"t drowln�g no.. 77 C[0� W03-36 sheet a or s 2.125 ITEM PART 8 QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/RRMARKS ' 1 FWS-000 4 FRAME 6083-T6 2 FLYS-011 4 VENT 6D63-T6 - 1.218 3 FWS-010 I CENTER POST 6063-TB - z I 4 FWG-008 AS REOD. GLAZING READ 6063-TS - O FL -1Ij— 5 AS REOD. FRAME ASSEMBLY SCREWS ST.STEEL B10 K 3/4-PH SMS W I 2.000 5 - AS REOD. VENT ASSEMBLY SCREWS ST.STEEL B10 X 1-1/2'PH SMS f - 2.313 7 Ef02 AS REOD. FRAME WEATHERSIRtlVgNG(.078 X.J00) VINYL ULTRAFAB O 1.595 { .062I� [12 E205 AS REGO. VENT WFATHERSTFePPING(.187 x.350) VINYL ULTRAFAB 4. 597 —PI. .12.00.100 2/VENT 4 BAR HINGE.AT TOP AND BOTTOM STEEL TRUTH,ATTACHED W/(6)B8 x 3/8-SS EMS S:CCC a 30088 2/VENTLEVER TYPE FACE MOUNT LOCK STEEL TRUTH.AT 12-FROM TOP AND BOTTOM 21087 2/VENT LOCK KEEPERS.AT FRAME JAMB FACING LOCK STEEL ATTACHED W/(2)B10 X 3/8-SS SMS 400% 1 ROTO OPERATOR SIM TRUTH.ATTACHED W/(4)B8 X 3/8-SS SMSFRAME - .OS7 TKCK CORNER KEY ST.STEEL 1-1/2°x 1-1/2'x 1/2-- 2/LOCK LOCK INSTALlATiON SCREWS - 72 X//2-PH SMS- AS REOD. CENTER POST REIFIFORCOIG SIEEI - tTFQ- i 1.062 .679 .062 I�F'_�^�(� ^ 1.781 LJU�IU .392 8 y U m 688 F yt w 297 w V W 3�� VENT Z h n Z z . 1--1.438 I+ 1.202 _ I2 �v W J 96s o .062 2.129 b21 t3 17 � 1.438 I $ -II 4.000— r U 4.626 oi c IMPOST 230 c $ .090 O 130 Engr.JAVAD AHMAD PRODUCT REVISED � o CLIA. a complying with dw FlarMB .7sj o ==1L-gyD U — 4 1 k By .749 `APR 2012 drGWiRg 1,0. REINFORCING CHANNEL W03-36 GLAZING BEAD 36 M STEEL sheet Sof 6 13 M O t f a&� M f l3 ;Iii i n W CORNER KEY iALUMBNUM I o 3O N a v b ( CORNER KEY ALUMINUM ' i FRAME CORNER W v i CD $r" R Q 3w �. ALL FRAME AND VENT CORNERS TO BE g 0 JO SEALED WITH WHITE/ALUM COLORED SEALANT. w �. 13 / o€ 8 IMPOST CORNER 0<m u Engr:JAC PRODUCT REdISFD SIA.PE J 70992 m comp, witb the Flmide i CAN.3as9 �7` t VENT CORNER zoiz Dade Pioduat drawing no. W03-36 ei,eet sor s RAM M - ENGIN INC. Kd= .85 : 2100 W 76 Street, Hialeah, Florida 33046 - FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior Exterior Zones (48;5 -Walls).Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 .30• 40 50 60 Maximum 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4- - 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 .44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 .44.2 43.6 50 . 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2- 49.8 48.8 48.1 47.4 Interior Zone (4 Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30 40 50 60 Maximum -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43:2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 . 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 - 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tri buta Area in Square Feet Height 10 20 30- 40 50 60 Maximum =1.40 -1.29 -1.23 -1.19 -1.15 -1.13 16 -54.1 .-50*.4 -48.3 -46.8 -45.6 • -44.7. 20 -57:2 =53.4 -51.1 -49.5 -48.3 47.3 . ' 25 -59.8 -55;8 -63.4..- -51.7 -50.4 -49.4 ' 30 -62.3 -58.1 -55.7 '-53.9- -52.6 . '-51.5 40 -66.1 -61.7 -59.1 057.2 -55.8 -54.6 50 -69.3 -64.7 -61.9-- -60.0 58.5 60 -71.9 -67.0 -64.2 -62.2 -60.6 4 �9 izo Ziigll i I r,r Length of End Zone (a). 10% of least hors h,'whichever r horizontal dimension or .4 h but not less-than 4%of least horizontal dimension or 3 ft. (h = mean roof jn NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS: