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WS-15-1397 Mer it k S 397 s��sNoRFs Miami Shores Village � ��1fr1iL7tWs$IUttBr 10050 N.E.2nd Avenue NW ""� fk C1assXiG`€�fibw W1ndo lfloor.i cem •" Miami Shores,FL 33138-0000 `ti on Phone: (305)79'x2204 Permit us.APPROVED,.. F60R1Dp' : 3 Expiration: 12/1512015 Project Address Parcel Number Applicant 67 NW 97 Street 1131010330270 LUCIANO ANDRES GATTI Miami Shores, FL Block: Lot: Owner Information Address Phone Cell LUCIANO ANDRES GATTI 67 NW 97 ST (305)796-8477 MIAMI SHORES FL 33150-1732 Contractor(s) Phone Cell Phone Valuation: $ 5,000.00 µ HOME OWNER Total Sq Feet: 00 I Type of Work:REPLACE 1 DOOR AND 5 WINDOWS Available Inspections: No of Openings:6 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-6-15-55902 DBPR Fee $2.40 06/09/2015 Credit Card $50.00 $139.80 DCA Fee $2.40 Education Surcharge $1.00 06/18/2015 Credit Card $ 139.80 $0.00 Notary Fee $5.00 Permit Fee $160.00 Scanning Fee $12.00 Technology Fee $4.00 Total: $189.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: Icertify that foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhe horize the above-named contractor to do the work stated. June 18, 2015 Authorized Sig ��Wrment wrier / Applicant / Contractor / Agent ate Building De Copy June 18,2015 1 1 S e"I Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 JUN 0;9 2015 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 200 BUILDING Master Permit No.U ,�Z ®® d-3'7-;�- PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFINt n E"ISQOW ❑ EXTENSION��Z�r2p ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP ss AI9IO�d� � (.� CONTRACTOR DRAWINGS /V ( JOB ADDRESS: b ' � Sri? � c- City: Miami Shores County: Miami Dade Zip: 3� f •�0 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: �• FFE: OWNER: Name(Fee Simple Titleholder): t uc1 9"Nv o 6 j Phone#: 3o5'7-9 6- Address: 6_�- AIW TOE/ City: Man 1 Q1 L)ae1 State: FL Zip: 1 S 0 Tenant/Lessee Name: Phone#: Email: /� CONTRACTOR:Company Name: �(� (jE a ACI Phone#: Address: City: State: Zip: Qualifier Name: d���Phone#1: State Certification or Registration#: Certificate of Competency DES[ rchitect/Engineer: Phone#: Ad ; City: State: Zip: Value of Wor i :$ Square/Linear Footage of Work: Type of Work: ❑ Ad ' ion Alteration New Repair/Replace ❑ Demolition Description of Work: 2 F j2b-Q z 0 V/5- XQ 4VO Ft V5 �V(Al 06 W Specify color of color thru tile: Submittal Fee$ = _Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) r , 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#o obtain a permit to do the work and installations as indicated. I certify that no work or installation has co enc i En i q ance of a permit and that all work will be performed to meet the standards of all laws regulating const uCi i hi� n. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURI�t (ICESJBOILERS HEATERS TANKS AIR CONDITIONERS ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature WNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of� 20 by day of ,20 , by who is personally known to ,who is personally know to me or who has produced ELK--sper— as me or who has produced identification and who did take an oath. identification and who did take an oa � NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: Seal: �0 P& Notary Public st of Florida Seal: Joanna M Feliciano My Commission FF 082753 0,ap* Expires 01112120`18 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) f �st►o> s Miami Shores Village Building Department .... an.� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: L C /V I DATE: ADDRESS: IV 14/ T;1 �� f�/ I G�Ir� J Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,FS 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 1- 6 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 L 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. talnderstand 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 L' b 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 - 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 - 7 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 hfti)://www.myfoddalicense.com/dbnr/oro/cilbliindex.html Initial I_ (27 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. c� Was acknowledged before me this C day of L , 20 BuZL.) C)cP1-)6 -?,it 4/ who was personally known to me or who has m;�z Produced:therese or d � as identification. o N 11 OWNER NO RY W m tvw illliami Shores Village DAT BY APPROVED Dr--PT 'Ft oil 70NING BLDG DEPT WITH ALL FEDERAL jpjj-C,T TO COMP UANCE CM�ATIONS (-,nMlITY WJL AND R[- JUN 18 2015 nA- -POO i)- low T� s� 9999 9000:0 -7c4'1 )1- -7 z3 0 900 00 C') Yv I N-DO-Al00 00 so • :::::o 00 poo :0000: 00• 0 see 0 0 VL/ 3. Oil APPL ',A) 10[161 • S M IAMDx4DE 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)3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/perR/ 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"200"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 Ploftd;tathe-user by the manufacturer or its distributors and shall be available for inspection at the job,14 8Z tl�e=eq*t}Qst;f the Building Official. This NOA revises NOA 010-0824.05 and consists u this page:l Aub*i je0Ze page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by?Aanuel.Pere7,•P.%. . . • NOA No. 12-0113.01 M S D; of rrrtr "' •°VED Z pitadon Date: December 30,2015 Approval Date: March 01,2012 ••• Pagel 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. 10-0824,49, iss�ue'd to LsbZct)r.&Fundora Corp. dba V & V Windows for their Series"200"ANumidum i-I4ri octal Sliding Window-L.M.X., approved on 12/30/10 and expiring on 12730T1.5. ' ' •• ... •�•� •� Mrez,P.B.•• •• x ' Ptaminer •• NO12-0113.01 • Ezpirabol Date: December 30,2015 Approval Date: March 01,2012 74" 111" �4. WINDOW WIDTH WINDOW WIDTH 6" MAX. 9"MAX. �(! 8"MAX. 9"MAX. m C7 Z ,•.. HEAD/SILL A HEAD/SILL gWg HEAD/SILL HFi1D/SILL 0 yq CORNERS A 8 �, I ii i. II � ti C ii D C ❑ _ u .y !E � m o 1 ° ° A 11 g �pp FALSE MUNTINS FALSE MUNTINS 3 (SURFACE APPLIED) 32 5/8" 33" (SURFACE APPUEO) 24 5/8" 48 5X 24 5/B" , MAY BE USED MAY SE US D.L.OPG. D.L.OPG. D.L. OPG. O.L.OPG. D.L.OPG, 36 3/4" 28 3/4" 28 3/4" VENT WIDTH WENT WIDTH VENT WIDTH TYPICAL ELEVATIONS a o N • •• ,� i• ••: i•i •• • •• $ Jv •• ♦ THESE WIN HRL lV1TED FOR LARGE& SMALL MISSILE IMPACT. 3/18"ANN. GLASS 1/8"HEAT STREN'D. GLASS 3/18" HEAT STREN'D.GLASS Q> $„ • SHUTTERS ARE NOT INQUIRED.• o • oeo"INTERLAYER 0e0'INTERLAYER 090"INTERLAYER 5 • •••••• BUTACITE PVB BY'DUPONT' BUTACITE PWB BY'DUPONT' SENTRYGLAS BY'DUPONT' 0 •• ••• • 3 16"ANN. GLASS 1/8"HEAT STREN'D. GLASS 3/18"HEAT STREN'D.GLASS • SERIES X0.0•♦ALLTMTNUI� PIQRPSONTI�L SLIDING WINDOW / • •DESIGN LOAD WTINGS•FOR THM-;RMSIWS TO BE AS PER SILICONE SILICONE SILICONE • •eMRTS SHOVAI•QN•SHEET 2. •••• - DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 • •,•, m • • �` PECORA 895 PECORA 895 PECORA 895 ••••&tROVAL 21112 �RO SINGLE UIIIR9 QR SIDE BY SIDE = m c Q • COMBINATIONS gF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER g i, !! g ! H ••• [JDOW TYPES 1N MODULES 0?4(f 8It MORE WINDOWS USING22 it ii m 22 22 • I–DAD COURIY APPROVED"WWW SON IN BETWEEN. • LOWER DES�G�I�WI URE FROM WINDOWS OR MUWON APPROVAL • • •ILL APPLY TO ENTIRE SYSTEM ,a% I It n III o m m • THIS PROD%T.�L$SEEN DESIGNED AND TESTED TO COMPLY WITH THE c o o m REQUIREMENTS OF TFIE FLORIDA BUILDING CODE 2010 EDITION INCLUDING 10 10 HIGH VELOCITY HURRICANE ZONE(HVHZ). L a m WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE V o LOADS TO THE STRUCTURE. 1 AFm PRODUCT REVISEDANCHORS "c1 EMBEDMENT TO LBE AS BASE MATERIAL SHui BE BEYOND WALL DRESSING OED AS SHOWN ON DETAILS,R STUCCO.o GLAZING OPTIONS RA Ep�7�s92. 8 I�8'�1b°FIa h ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS A epto'onD o 5 ARE NOT PART OF THIS APPROVAL. JL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. BByatdrawing no. mismMATERIALS INCLUDING BUT NOT LIMITED TO SfEEL/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 8 DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSR y�U 6 (x0 OR Ox SIZES) (xOX SIZES) o GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPE $ WINDOW DIMS. A 'C' 'D' WINDOW DIMS. A 'D' & 'C' 'D' Q WIDTH HEIGHT EXT,(+) NT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXr.(+) INT.(-) EXT.(+) In(-) �� gq 28-1/2" 3 70.0 70.0 80.0 90.0 74" 8 70.0 70.0 80.0 90.0 g Fi 8 37" 4 70.0 70.0 60.0 90.0 108-1/4' 28" 12 70.0 70.0 80.0 90.0 53-1/a" 26" 8 70.0 70.0 60.0 90.0 111" 12 70.0 70.0 80.0 90.0 - 74" 8 70.0 70.0 80.0 90.0 74" a 70.0 70.0 80.0 90.0 Qt 0 28-1/2" 3 70.0 70.0 80.0 90.0 108-1/4" 38-3/8" 12 70.0 70.0 80.0 90.0 O g h 37' 4 70.0 70.0 80.0 90.0 111" 12 70.0 70.0 80.0 90.0 (�0 ryd�1 53-1/5" 38-3/80 8 70.0 70.0 80.0 90.0 74" L12 70.0 70.0 80.0 90.0 0 W 74" 8 70.0 70.0 80.0 90.0 106-1/4" 80-5/8" 2 70.0 70.0 80.0 90.0 28-1/2" 3 70.0 70.0 80.0 90.0 111° 70.0 70.0 0 rd 80.0 90.0 37' 4 70.0 70.0 80.0 90.0 74' B 70.0 70.0 80.0 90.0 4' �g 53-1/9" 5/8- 9 70.0 70.0 80.0 so.o 106-1/4° 83" 12 70.0 70.0 -.0 90.0 z gg aj 74' 6 70.0 70.0 80.0 90.0 111" 12 70.0 70.0 80.0 89.0 Q 26--1/2' 3 70.0 70.0 80.0 80.0 72° 8 70.0 70.0 80.0 90.0 0 37' 4 70.0 70.0 80.0 90.0 84' 9 70.0 70.0 80.0 90.0 53-1/8' 83" 6 70.0 70.0 110.0 90.0 98" 38" 11 70.0 70.0 80.0 90.0 74' 1 1 6 70.0 1 70.0 80.0 89.0 1 108" 12 70.0 70.0 1 90.0 90.0 24' 3 70.0 70.0 80.0 90.0 72' a 70.0 70.0 80.0 90.0 9= 38" 4 70.0 70.0 80.0 90.0 84" 9 70.0 70.0 80.0 90.0 48' 24" 5 70.0 70.0 90.0 90.0 98" 48" 11 70.0 70.0 80.0 90.0 1Y 80' 7 70.0 70.0 BO.0 90.0 108" 12 70.0 70.0 80.0 90.0 y 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 E 38" 4 70.0 70.0 8D.0 90.0 88" 10. 11 70.0 70.0 80.0 90.0 x 0 00 o 38" 8 70.0 70.0 BD.O 90.0 tOB' 1 1 12 1 70.0 70.0 80.0 90.0 > > • • 000 • 60 7 70.0 70.0 80.0 90.0 72' 8 70.0 70.0 110.0 90.0 >< •• ••: 72' •• 8 70.0 70.0 80.0 90.0 84' 9 70.0 70.0 80.0 90.0 • ••••• 24' •• 3 70.0 70.0 80.0 90.0 98" 83" 11 70.0 70.0 80.0 90.0 E>3t • ®•• • 38" 4 70.0 70.0 80.0 90.0 108" 12 70.0 70.0 80.0 90.0 g Q o • 48° q • 8 70.0 70.0 80.0 90.0 A - NO. OF ANCHORS PER HEAD & SILL $a • 60' •• •• 7 70.0 70.0 80.0 90.0 O •• ••• •••• •• •• 8 70.0 70.0 80.0 90.0 • ••• •• • 24" •••••• 3 70.0 70.0 80.0 90.0Y • • C£i • ••• •••• 38" 4 70.0 70.0 80.0 90.0 • • 48' 00064 0' • 8 70.0 1 70.0 1 80.0 90.0 1 • Dose • • ••• 7 70.0 70.0 80.0 90.0 ••: ••••• 72"•poses 8 70.0 70.0 80.0 90.0 (113w) (I/3W) (I/3W) (1/44W) (1/2W) (1//44W) N •••••• • •• 24' • 3 70.0 70.0 80.0 90.0 • • • • 38"• •••• 4 70.0 70.0 80.0 90.0 $ •• •••• 48-• fto 5 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 m o •••• 80' • 7 70.0 70.0 80.0 90.0 - • • 7z' 8 70.0 70.0 80.0 90.0 XOX' XOX' o •••• A = NO. OF ANCHORS PER HEAD & SILL a m aAsm CNIL � nUpl ty�ngwh8mplmlda FLA.{E 70582 B.yy�Code (1/211 (1/2W) (1/3W) (2/3W) G'"N. Aaeptarm No I&OII ► 9 k '�' GLASS CAPACITIES ON THIS SHEET ARE Expiration Date J5 BASED ON ASTM E1300-04 (3 SEC. GUSTS) Q�� f mti a e 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 ON DECLARATORY STATEMENT DCA05�DEG-219 �Q�' W1 0-26 'XO OR OX' 'XO OR OX' sheat 2 of 6 TYPICAL ANCHORS METAL SEE ELEV STRUCTURE �� 1f�' FOR SPACING X5 , a o WOOD SUCK TYPICAL ANCHORS I SEE ELEV. rr-----------------�� FOR SPACING !I MIAMI-DARE COUNTY APPROVED 11 Z 3 dl a° a• ' II MULLION&SEE SEPARATE NOAN ANCHORS0 FI ii o 8 ________�� 0 0. z a f U 9 TYPICAL ANCHORS TYPICAL ANCHORS VO 4SEE ELEV. SEE ELEV. Q�Q 1!. FOR SPACING FOR SPACING G CD � Wq °V ij ij ZZ�NNJ �{ 5 II N W d F F y WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW. o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM h 4 AND TRANSFER THEM TO THE BUILDING STRUCTURE. � � S WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING � I W1 - 3/4" X 1-1/8" WEEP SLOT AT 2" FROM EACH END 1/4" DLA. ULTRACON BY 'ELCO' (FU-177 KSI,FY-155 KSI) c� WITH PLASTIC BAFFLE' INTO 20Y WOOD BUCKS OR WOOD STRUCTURES Ix R W2 - 3/18" X 1-1/2" WEEP SLOT AT 2" FROM EACH END 1-3/8" MIN. PENETRATION INTO WOOD W3 - 1/8" X 1-3/4"WEEP SLOT AT MID WIDTH OF VENT 0 2 p o Q'i THRU 113Y BUCKS INTO CONC. OR MASONRY 4 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Oce o m • • S 'I SEALANT: DIRECTLY INTO CONC. OR MASONRY • 4 .1 ••e••• e • ! G 1-1 4" MIN. EMBED IMO CONC. OR MASONRY • • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH / ••••• • •• n PECORA 1215 SEAM SEALER. 614 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) $> • • ! : r INTO METAL STRUCTURES g 9$RS s • • • •• STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) •• ••• ALUMINUM : 1/8' THK. MIN. (6083-T5 MIN.) • ••• ••• •• • F y•• i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • lose e •• h #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) i.; • • • • • INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") •• ••• • •• ADHERED TO SILL 0 1 • • 13 WITH SILICONE ALUM ISAR (NO SHIM SPACE) ° • 2-3/16•x 1/6"x 3"LONG CO •• *06 • •• 2 W3 AT FDTD WIG. RAIL LDCATIONs TYPICAL EDGE DISTANCE $ e • • e• t4 INTO CONCRETE AND MASONRY = 2-1/2" MIN. • • •co INTO WOOD STRUCTURE = 1" MIN. •• 000 •• • • I 19 INTO METAL STRUCTURE - 3/4" MIN. c ro • •• z7 16 CONCRETE AT HEAD, SILL OR JAMBS f c n 3000 PSI MIN. g - ts = is C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. 25 3 I I o Engn JAVAD AHMAD PRODCIVIi1C1'REVtSBD ' '° c da' < , .FLA.PE 9L 70892 os complyhiB wUb 11'�Floafda 1. i' d.. CAN.3636 BAS Co No e S ''.d`, .4 .4 a "'.d u_ �• I4 o, DetO 1� `+d tri G '�a v v I TYPICAL a ANCHORS TYPICAL ANCHORSBY drawing no. SEE ELEV. 10y �• W7 W2a FOR SPACING WOOD BUCK FOR SPACING tip1� W10-26 �Q s sheat 3 01 5 1/4-MAX. VENT YAM 4 SHIM 1/4°MAX. Ijo © D.L.OPO. 7 A�j SHIMS Z 3 - TYPICAL ANCHORS 20 23 SEE ELEVMCHORS FOR SP WG FOR SPACING }� a v. A _ - - 24 < - IL o 8 0 � IL 10 LL METAL P STRUCTURE 20 r ------SCREENS GPT. ----- z \-\ a ;s D.L.OPG. Y WOOD BUCKS W s 4 25 8 I EXTERIOR WINDOW WIDTH N xo LAYOUT g VENT WIDTH -- VENT WIDTH 1/4-MAK. 1/4-SHIM SHIMS MAX D.L OPO. D.L.OPO. O 7 6u� CAL ANCHORSBY WOOD BUCK 20 SEE ELEV. 0 FOR SPACINGW D STRUCiII • 24 24 N 'o. u• V'; • • •• . .._.. .. .. dI • t••• • _ - - - g �� • • _ • • • I - cit C'Irl 3 t • • • • ao � .9��z� .. .�SGReENS G ---- •• v • ••• •• • D.L OPG. WOOD BUCKS •••• • • 00• •� 28.0•••0 5 EXTERIOR • o • WINDOW WIDTH • c •• ••• T1PK%HNCI S • XOx LAYOUT X • see •••••• FORS • • •• • •• MWdI-RADE COUNTY •• ••• •••• • • • APPROVED MULLION M o • • &MULUON ANCHORS oat;I •••••• r SEE SEPARATE NOA •� I I II II Etter.JAYAD AHMAD PRODUCT RBVTSHD FIA.PE L 7 2 as emnplyh*with dw Pkdh 1 I CAN.'�SbH Hdldibg Coda . n n i I It III Acceptow No "on DO L_ -�1 drOwinno. to -- W 10-26 SEEICAL ANCHORS ELEV.FOR SPACING N sheet 4 Of 6 �2.7B8 .968 ITEM PART QUANTITY DRBCMMON T.tdTF.91AT. MANP./8UPPlMR/RBMAR68 �4. V a 062 TYP .843 1 V103 1 FRAME HEAD 6083-TB .500 2 V202 1 FRAME SILL 8083-TB - _at •t- 3 V203 1 SILL TRACK 8083-TB 0 n 1.478 .937 .G50 1.125 4 V201 2 FRAME JAMB 6083-TS yg; 2.687 1.312 .875 b V205 AS READ. FRAME JAMB ADAPTER 8083-T8 = Q£a g -�I .908 M- .878 B V104 1/VENT FIXED MTG. RAIL 6063-T8 O O C� . .675 7 V204 1/VENT VENT INTERLOCK 6063-T8 - 0. 8 V209 1/VENT JAMB STILE 6063-T8 - 0:0 �9 VENT TOP/BOTTOM RAIL © JAMB ADAPTER 9 V107 2/VENT TOP AND BOTTOM RAIL 6063-T6 - 0 a F--1.187 1.125 10 V1a8 AS READ. QLAZING BEAD 6083-T8 - v O 2.683 •082 13 - AS READ. ADD-ON SILL RISER 6083-T8 USE AS READ. O FRAME HEAD 082 14 - 4/VENT ROLLER HOUSING&GUIDE CEICON - 0 ta., TYP. 15 V208 2/VENT ROLLER BRASS - 1.100 1.187 1.125 .874 16 V207 2/VENT ROLLER PIN ST.STEEL - Q 1.775 17 #8 X 1-1/4" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS (L 2 .967 .184 18 #8 X 3` 2/VENT FIX. RAIL SILL SCREWS(SILL END) CRS P.H.SMS a •875 �J 19 - AS READ. FIN SEAL W'STRWPING - ULnWAB L 13 SILL RISER 1.188 20 9148QU AS READ. BULB SEAL(DUAL DUROMETER,T-SLOT=50, BULB-73) NEOPRENE ULTRAFAB 22 914SQU AS READ. GLAZING BEAD BULB(DUAL DUROMETER,T-SLOT=50, BULB-73) NEOPRENE ULTRAFAB v g 23 2/VENT SWEEP LATCH AT 6-1/2`FROM EACH END 3.878 078 B JAMB STILE .125 �� � 24 S8 X 3/4` 2/ LATCH ITCH INST.SCREW ST. STEEL PH SMS TYP. - - _ 25 - 2/WOW. WEEP VALVE - 2.083 28 1/VENT 5/16'BOX SCREEN OPTIONAL Z F2.187 27 gs X 1/2` 2 BAFFLE INSTALLATION SCREWS PH TEKS 5 10 r E I 1.879 = o��o„, • �� .908 1.139Lc-a k� •••r••• ALUMINUM BAR $ `> • J • FRAME SILL• •• - t1.1138o B vjJv 3t • � I s� • : . U MEETING RAIL 9 N • 1.4Qo eeeee• o •• ••• ••.. 1.844 • .••.5es • • � .stz••• • • ••• � •• &• 1.187 o �� • o ••• • �� • SILL TRACK • .082 TYP. • � • � •• 1.750 �� • •••5• • • z.ers •• e•e5OD ••107.6 • • • n • e de FIXED MTG. RAIL .R 147 cam O .062 TYP. .865 ,082 IYP. 2.827 2.850 l g Engn: .. PRODUCTRIWIMD 11 .887 FLA.PEE V92 .eo.oYln8w8hthozoltd8 S k I CAN. 8 Buddb*Coft to GLAZING BEAD pis 0 1S 7 0 -W .937O,, BY drawing no. FRAME JAMB � W1O-Z6 Q sheet 5 of 6 �4" N �o jo m 0m toto 0 VENT TQPZBOTTOM CORNERS FRAME TOP CORNER g Li 00 i "G IV s ==ate •••••• •••••• w EAIQnd 00 CC • ••• •• • • • I••••' Jy. • • • Je • ••••• • • a •• ••• 000004, oil •• ••• • • • •• • ••• • / •• ••• •• i9 'vi •a a .Enun V AHW r, PRODUCTR � da RCAN.,t1.92'. 92 Jutlding Codd , .� Szp,mtfun Date O BY drawing no. FIXED MTC, RAIL CORNER .EERAAME BOTTOM CORNER �e naien+t W10-26 sheat 6 of 6 6(311$ Florida Building Cada Online r�'•�.t t-' t. t n• - BCIS Mom, Login User Registration Hot Topics I Submit Surcharge i Stats&Fact s Publications I FBC Stall BCrS Site Map �. Unks Search j Busines „�� Professi`I�” a aa Product Approval USER:Public User Regulation pmduct Approval Menu>ProCuct or Avoggbon Search>Aopgcdtian Ust>Application Detan Ir FL A FL10S37-R1 Application Type Revision Code Version 2010 © � Application Status Approved � Comments IL Archived Product Manufacturer Thenre-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, 43517 (419)298-1717 40 rickw@nvbidgconsuttants.com Authorized Signature Pick Wright rickw@nvbldgCDrisuttants.com Technical Representative Address/Phone/Ercall ,I Quality Assurance Representative Address/Phone/Emal! Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R, Evaluation Report- Hardcopy Received Florida Engineer or Architect Narre who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accred"tion and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan J. long,P.E. LJ Validation Checklist - Hardcopy Received Certificate of Independence FL10537 RI COI Certificate of Indeoendence.DdF Referenced Standard and Year(of Standard) Standard Year ASTM 01929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM q26 1995 TAS A01,202,7A03 ••• ••• 1994 Equivalence of Product Standards •• ••s •• ••• • • ••• Certified By Florida Licensed Professional Engineer or Architect FLIDS37 RI Eouly of STANDARDS.odf Sections from the Code ••• 0 • • 0•• • • 6•• � •• • • t • • • • •••C•tionD • • Product Aoorova!Method MethoO 1 •• •• ••• • • • ~.Poridabuficfing.org/pr/pr_aW dtl.aspXTparwFvwGEVXQvADgtfYBJ2p/o2(ivf716BHPI*OQNIFVffi;Ibzrotsb�,GMVV.:d%3d 1/3 • • • • •i• i• •i ••• •% •• •• 4 d , fV2Ji3 Florida Building Code Online Date Sub r tted 02/28/2012 Date Validated 02/29/2012 Date Pending FBC Approval 03/07/2012 Data Approved 04/03/2012 Summa of Prod cts FL# Model,Number or(dame Description 10537.1 a.'Fiber-Classlc','SmoothStar', 618'Impact'Opaque Fiberglass Single Door- (X)Inswing or 'ClasslcCraft'or"ClassicCraft Rustic° Outswing Configuration Liml Installation Instructions Approved for use in HVHZ:Yes FL10537 lu If Inst 10537.1.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 10537.1 for Design Pressure Ratings by specific FLID537 R1 AE EVAL 10537.1.odf Model and for any other additional use Ondtations and Installation Created by Independent Third Party:Yes Instructions. 10537.2 b.'FiberClassic','S=othStar°, 6'8'Impact'Opaque Fiberglass Single Door with Sidelfte- (OX or 'ClassicCraft"or"C)asslcCraft Rustic' XO)Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 RS II Inst 10537.2.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon.F,Schmidt,P.E.43409 Lnpact Resistant:Yes Created by independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10537.2 for Design Pressure Ratings by specific FU0537 RI AE EVAL 10537.2.pdf Model and for any other additional use lirrbtatfons and installation Created by Independent Third Party:Yes Instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10537.3 c."FlberClassic','SnnothStar", 6'8'Impact'Opaque Fiberglass Single Door with Sidelltes- (OXO) 'CiasslcCraft'or"Classiccraft Rustic' Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZI Yes FLID537 RI II Inst 10537.3.odf Approved for use outside HVHZ Yes VenTied By: Lyndon F.Schirldt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Other.See MST 10537.3 for Design Pressure Ratings by specific FL10537 R1 AE EVAL 10537.3.Ddf Model and for any other additional use limitations and Installation Created by Independent Third Party:Yes Instructions. (Note-ASTM E1300-98 utilized for areas Inside the HVHZ) 10537.4 d.'FlberClassic','SrmothStat", 68'Impact'Opaque Fiberglass Double Door- (XX)Inswing or 'ClassirCraft'or'ClassicCraft Rustic' Outswing Configuration Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL10537 R1 lI Inst 10537.4.Ddf Approved for use outside HVHZ,Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other.See INST 10537.4 for Design Pressure Ratings by specific FI-10537 R1 AE EVAL 10537.4,odf Model and for any other additional use Radtations and Installation Created by Independent Third Party: Yes Instructions, 10537.5 e."FiberClassic','SrrnothStar°, 6'8'Impact'Opaque Fiberglass Double Door with Sidelltes-(OXXO) 'ClassicCraft'or'ClassicCraft Rustic' Inswing or Outswing Configuration Llmits of Use Installation Instructions Approved for use in HVHZ,,Yes FL10537 RI lI Inst 1D537.5.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports k Other.See INST 10537.5 for Design Pressure Ratings by specific FL10537 RI AE EVAL 10537 5 odf Model and for any other additional use limitations and installation Created by Independent Third Party:Yes Instructions.(Note-ASTM E1300-98 utilized for areas inside the• ••• • • • • • HVHZ) • • • • • • • ••• • •• • • • • ••• • EN •• • • • • eek Next • •• Contact Us::1440 North Monroe Sbelt Tafthassea R 32349?hope•956-A17-1970• • The State of Honda Is an ANEW employer,coovriaht 2007-2010 Stall of Flpaida.::Paivecw stataAnt1:AccRsSIbIIRv Slbtement::Refund Statement ••• • T T Under Florida law,small addresses are pubncrecords.If you do not went your e-mail address released in respInt-a to a pubuc-records request,do not send electronic man to this entity.Instead,contact the office by phone or by traditional mall.1f you have any questions,please contact 850.487.1345."Pursuant to section 4S5.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The smalls provided may be used for official commuot®U%n jr4;n the licensee.Howevar email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email dill as filch cad be%redo eemeble to the ptotic.To determine 1f you are a licensee nndrr rhanlN eS F,C, Ynaen�44•,nn•. • • • %wtloridabti)cRng.org/pr/pr_app dt.aspy?param--wGEVXQwtDgM2*/o2fM7)GBHP2Sicr,lD PNQalWOmnt.tls63r/.3d 213 P + a S'8f13 Florida Buiidrng Code Online Product Approval Accepts: WE m H secu itrXELUa' I i I • •• • • • • ••• • ••• ••• •• • • • •• •• • • • • • • •• • • ••• • • • • ••• • • vmw,,floridabuticri g.orglpr/pr_app_dU aspg?paramF:N GEVXQwIDgffY8J2%2fM7169HP2S4IDAQWQ:ax0lzn4bbj j.3Q%3d X3 THERMANTRU 1 18 INDUSTRIAL DR., EDGERTON, OH 4351737.75'MAX.OVERALL a z SMOOTH STAR, FIBER CLASSIC FRAME WIDTH E CLASSIC CRAFT& CLASSIC CRAFT RUSTIC: 35.93MAx�PANEL WIDTH ••••••� •• • �t 4��� •• FIBERGLASS®AOR 046: .. • ...... ffdSllVVffNG/0[fTSWfJ1fG .....0 a a � � � • GENERAL NOTES E031 E.I F I -M •••••• • • • 1. .firs product has been evoluoted and Is in compoonce with the 2010 Florldo Building Code(FBC)structural •••••• • • •• ••• requlrements including the"High Velocity Hradcone Zone(HVHZ). •••••• ••: •• 3 •••••• 2 Product anchors shall be as gstetl and spaced as$harm on details.Anchor embedment to base material cd - •••••• • • • • • shag be beyond v+aU dressing or shrcco. � � 6 • • � • 3. when used in the-HVHr-this product compiles with section 1626 of the Florida Bulidtng Code and does noto • • • • ' O • • • 8 •••••• require art irrtpact resistant coveting. •• • • 1� • • • 4 y 4. When used in areas outside of the"NVttr"requiring wind bome do"protection this product compgoswith ry � •moi � Section 1609.1.2 of the 2010 FBC and does not regV6o an Impact resistant covering.This product meets k3 missge level"IX and Includes Wind Zone 4 as defined in ASTM El 996 and Section T SM.U4 of the FBC. 5, For 2x stud froming construcson,anchoring of these units shag be the some as that shown for 2x buck - masonry cons1wolian. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed g engineer arregistered architect. :��;: ¢ s• F„90, 7. Outsunng configurations using threshold Hem H4 meet water inffifratlon requirements for"HVI-lr'•. $• hwring configurations and outswIng configurations using threshold item#5 do ncars OR meet the water Infiltration yy - $ requirements for the'WHP and shall be installed only in non-hobitable areas or at•habitable locations SMOOTH I NG 37.75'x 82.25" +75.0 -75.0 - protected by an overhang or canopy such that the angle between the edge of canopy or overhang to 0 is STAR less than 45 d agrees. OUTSWING 37.75-x80.75' +gQ_Q -80.0 5 J_ rABtFOFco1ltHVIS .75"x82.25- +100.0 -100.0 SNEl7t! D13pUPT10N CLASSIC INSWING 37 � 1 T iCd•IevafioriS,dell n essur®s x nmol notot CRAFT k' ; 2 Door poneldetoAs(Smooth$tw) OUTSWING 37.75"x80.75 +100.0 -100.0 w 3 (Mor I defogs Classic Cratti CLASSIC INSWING 37.75"x 82.25 +90.0 -90.0 ^z 4 Door netdelags gassic Croft Rustic CRAFT euro 2/24/09 = 5 Door paneldelae ions Clatslc RUSTiC OUTSWING 37.75'x 80.7S" +90.0 -90.0 scnE N.T1 � 6 Horh talerosssBcAons 7 %ficolcross seallont uxo•BY: AL m 8 BUCK ondirameonoh -2X buckmoso cautnrcf n FIBER INSWING 37.75'x82.25' +75.0 -75.0 OWL W, LFS 9 Frame an i buck ma50nry contbaclon bMg0a0 NOt n 10 U of mate 8 co nts CLASSJC FL-10037 1 OUTSWING 37.75"x 80.75 +80.0 -80.0 n ' 4> 44 41 qs 47 EXTERIOR 47 41 43 a 1.1;, • ••• ell, ....00 /21 INTERIOR 46 •• • �u3" •• 4b •••�•• 0. a �� � ••••i• QORUONTAL CROSS SECTION •••••• a • • a 47 •••• • •••••• 000 •••••• •• • • •• •• • •••• •••••• ® 4.10' —{ '.:`:, 4 ••••• �� �� •• .. . gg ....0 EXTERIOR INTERIOR L } o } 4R f RA t [ S1IIE } DETAIL A-A � r m 46 Smooih�� _ 41 00000000 Vi 0000000 - Z 00000000 18. o 0000000 00000000 : 0000000 00000000 T �{ ` -:c •'. 0000000 00000000 r•?` &�%%j�7//�////�/J ��,, 0000000 —L C�f7/��/j'7f7 ho 46 i 00000000 0000000 lq 00000000 �f�• 000000000 28.96o'OPEN �� 0000 0 AR EA MAY, 46 ��q�pMgq� N OOOOD 0000000 2 VERTICAL CROSS SECTION o� 2/24/09 00000000 , � J 0000000 00000000 nx�an AL 'm D1:T tt uuc°n LFS Pon ra orcernen] xo.� ° FL-10537-1 o a SHdS W,�Q N 1 S4 56 57 51 EXTERIOR 51 53 J INTERIOR � S 4 1 ORf ONTAL CROSS SECTION -- 51 0000 • e �4,OC'� • •• "–I 0000• 0.32'_� • • � • g tag'-�{ •• • •• •• I� � 0000•• ••� � � 0000• • 13 CORNERS q •••••• °' • c 23 0000• OFPnN4 0000•• • r� � �"" • EXTERIOR IKTE MA-• F•• •••• • ` 0000•• • •• o. 0000 L DEAILAA U 0000•• �• &� 086.0 o - • e&c croft ' •••••• • 00000000 • ••• 6860• 0000000 •• • • • 00000000 1.4r • 4o 0000000 • 00000000 S1 0000000 —'T 1�y Q ac 00000000 0000000 O o.3a• � � 00000000 _ 0000000 9 00000000 0000000 00000000. 0000000 28.8U6%OPEN a� u 00000 ����y��� �� 4 4 0000 o AREA Mme' S1 E ryS .�.y :uatn 00000 �J 2 VERTICAL CROSS SECTION n 0000000 00000000 aac 2 2d 09 0000000 9 sr" N.T.S. 3 00000000 _ DNi6,ey AL— T, L m bp'ALL A-A am UF4Wd�0 IBMs C lrefnFL_1053 7-7 0 31 35 36 WERIOR 36 3l IMERIOR 82 Tr 1 HORIZONTAL CROSS SEMN 4 36 31 - I—t.a3°—{ 0000 I I • •• • �� 0000• Ff' • 4 — }�-1.49"--{ 000.0• • �� 0000• TYP.4 I 0000•• a • 13 OF PANEL / EXTERIOR IM 0 0 0 s i • Q ••••0 o .i 25 • • 0000 ••• � 0000 D � L 0000 •• a 000000.0 0DETA : : O NE o; • ••• • 30 eaatnuHa - - 31 • • 36 •• ',;;; • • • r00000poo 000 :.' �:,: 39 • • • 0 000 �~ •• p 000 N 000 4.05*------ 000000 — -- 1 000 - 000 '� 0000 34 000 0000 i 000 11111111 1�I BE 0000 ?+ Gz L 000 ,1,°�Lq Np 0 0 0 26.96%OPEN _11ER71CAL CROSS SEC7TON N z o 0000 0 AREA MAX 0 0 a+ 2/24/09 i 000000 Bout N.T.S. ° 0000 _ orec.m. AL m OE7AtL A-A am by. LFS Ponel�efrdorcement °R"""`N FL-10537.1 n Y 66 67 67 EXTERIOR 67 di 63 m 5 j S r - Sr INTERIOR 66 62 �� 2 - 5 66 a g HORIZONTAL CROSS SECnON 5 67 see ease:* so L LCLlJ1lJ � 000• 00000•• � q • • •••••• O • m EXTERIOR IM DR••• • •0• d ••••• L p r K •0:00: : •• a 0000 L DETAIL A-A -I �` 1 •• •• A 00 y 000:0 m •••••• • 60 Froerdo • • • •' • • • 0000• • 4 goo 00000000 _ • • 0000• 0000000 _ •• • •• • 00000000 , ;;. • : 3 0000000 00000000 0000000 00000000 0000000 00000000 d 0000000 00000000 0000000 00000000 0000000 28.86°kOPEI c 7 0 0 0 0 o 00000 AREA MAX. 0000000 00000000 (-2VERTICAL CROSS SECTION We y 24 09 i . 0000000 5 N.7 S 2 0 00000000 M.&4 A, m DETAR A-A Cwt ea LFS 3, " Panel retnrorcem©nt aswFL-10s537.r o - u - r 1 0. J C \g " . Gip z t 9 �8a 1_ INTERIOR 10 a a w 1Y FN 77 EXTERIOR 40 30 • ••• •••:• 60 50 14 E D . •••••• • a ••••• L 3 1r1S��[ONT�4l CROSS SECTION D •••••• • •• � •••• B 3 4 5 Shawnw 1X5,Ut )!0k . 0.15' 0.15, L :••. •• •9 14,CIINK Dee � •••:• ITYP I I • _ • • • • • • ••••• 5 ° • '- B 9 Y 8 i� • • � • 10 INTERIORn 0 70 e • g+ INTERIOR a a d • •w N Q ~ 12 12 30 40 EXTERIOR EXTERIOR 40 30 a pt $ 1-1/a NJN. L C 11 50 b0 14 tom oaF 2 24 09 0 Frye�P I 60 50 C N.T.S. ' E E wm er: AL m �1NOR1ZONiAI CROSS SECTION 1.1/47MN. art Byr LFS a 6 Outs= own- g HORlXON7AL CROSS SECTfON mem�, p also approved v—Oulswln9 shown-�nsvGiB 'I ado cppravod FL-10537.1 a J ¢ P O - .....� -- `• a INTERIOR EXTERIOR A G TO 30 40 e 4 C 58 40 a # y 40 30 40 30 60 50 10 8 c 40 50 10 8 0 • .. E EXTERIOR INTERIOR EXTERIOR INTERIOR • •• •s •• `�Oeluselso+dpnp¢rosvhaowd+ Uuv+ing — Cse7ue genarcool nnoll9autr,as6hoenat I••••••• • Shom-ixsul>MXk VE" L CROSSSEO • •VERUCAL CROSSECTION r1VE CAL CROSS SCON �3 •••• Jl • y •••••• 1 • for IiVIiZ wolerinfiltration• • • • requhhemenls •••• •• •••• 0 00j- • • • �$ D(TERIOR INTERIOR EXTERIOR INTERIOR •• •• 9,90•• • • • • 30 4tl 3tl .I0 INTERIOR :EG MMR • •• ••••• d 60 60 50 40 •• • • • • • o � • o 7 3 4 10 30 40 Q >ti 50 40 c D D p• `�d0 p_• P N Y D • ^ \ " waa 2/21/09 3 • . • sd- N.T.S. 9 4 VERTICAL CROSS MC[10N �5�VERTICAL CROSS SECTION [6 VERTICAL CROSS SEC ION °"G e' ^L m 7 tnswln¢wnrtgurrnbn 7 ItuvringcoMgvrotlon 7- Outs�tngcon urollon cwt.an LFS soo garre�ol holes,sfieot I sae ganarol notes,sheaf t see gorterol noes,sire",'1 nnnwem xo: (or`HVHZ walorlrUltrotfon for'Hv WwaterinStraGon (or t�M2 vrolarinfAtraHon FL-10537.1 c requirements requirements requirements a als rnt L ar�Q St 'b ado�-araa - 0 1'LE50L-ld rpy sMnvaa .. .vl L-[ .VAuv�aj.r�''-7:,s<: f Sal _xri:s4�?`a���?i".+%:=: _ 7N ue oaa nYr3 noaaYaorNyv� 1ro13aaaNlTl 60 bZ Z ratty s;,;; _.. =.-t:. :: •- ._:�:.;,..y-:�._. ,r;-_.r_�:*•:_r-;�rr:: :�__,.:•;,:rr..,i_:_.:-:-•;.,;::..-,:,-„::..x-- , NczNv_tStSbFsll :d a; 9.0�':ZNiJD VW.b _ ..:.:: ,rO,h;3'dI�FY�Y+3�7:'{!'! :'.�j1V.- V?31:�J.'`.RI N��Y•�..�:..:.,:N!}Y(�'V: .:�:.C+k�':8 F.GaNh!:. ' '?PWH'-1-. v �E '7r:-c,q.n.Q-..,i_..pxy-�:-.�.w.•. _ .-._:-�^:__+:..:_� ...M:•tT-•-'rrx-s,.<::?•.F::'*'n">:”:.:mss. :5:.::;4 _ .=. :algol lotpum olarjuOO'£ r 'Pop89=9lou sl uOlsuewlP i8lueo uo wnwpmw 841 Puma OL pagnbai 8q Aow smalos alai0u00 pouopJppo•sluloJ m N 9 L -;.-w of P—Mp 00po wnwAgw otll WoluNw W peLfiJAo eq 1st MN30 NO XM.SO PBIOu wog0001 Me"s a+alouon p'slyoJ.mlrow of e0uolslp 8Bp8 wnwlulw 04l ulolulow of pelsnJpo aq Aow siewoo oyl to su0110001 AWAKVIPM00.Z -sluawagnbai e0-M aelua0 P-00-19P a6po 4uwa11p eAoy Aow lapddns lu"jjlp o w04VAen9 0JPJ0VO0 pnba to voNrtUlsNS't LE U •5310Nao Nv�Noo N O OO • • •y •• • •• 0000•• • • • ••0000 •• • • • • • • uo170n4sUa0 t 10 A uosoW d • lam'' NOlf7NY3WY8d 8WYf39 I 9NALOlLJ dOS7A8 9N180IfJNYx708 •• 000000 •• •• • • 0000• •• 0.0000 0000• � ••• 0000 0000•• ' ' • 0000•• • ••• • _ • �y • A • • A 0000•• 0000 • +.� $j5 )onvn01 "—yq1— •... 01 xona xz x�ne xz ONMdO } 4�— pm NNOM °JNM3d0 'JNW3d0 L ANNOSdW ANNOSyW 'dA[ g -i F--- 831P9J NO e t` J TYP.HEAD 3 3 ( d TIT &JAMBS 'm -+ MASONRY / B �+ OPENNG _ ! T5 FRAME ,. •••• x a� � i7 iq� • 0000 �� 0000•• IX BUCK "' 0000•• • cn ' ••••i• LATCH&DEADBOLTDETAIL•••••• • • 0000•• 0000 •i • Y1J $� • • 0000 ••• 0000• - 0000•• $ •• � 0000• • • ° • d'� •• •• •• � 0000:• ; . 0000•• • • ! • •0000• •• HINGEJAMB FBAMEANCHOR/NG • • • *00000 Mworay lXbuckcon.shuction ST&ISEJAM900 9 • o � CONCREfEANCHOR NOTES: 1•Substitulton of equol concrete screws from a dlfferentsuppfier may have different edge dtstonce and center distance �J• \ &' requkerrlents. 72 g 2 Concrete screw locations at the comers may be adjusted to molntoln the mtnhnum edge cWonce to morlorJoints.if 12 concrete screw locations noted as'MAX.ON CENTER"=X be adjusted to maiptab the minimum edge dislance to morfor Joints,addltlonal concrete screws may be nequfred to ensure the maximum on centerdlmension is not exceeded. 3.Concrete anchor table: >.� v.�t?r•_:,n.�`:.:n :•_._'.��>;: :-?. :-•2�..__.;r,,:..�.,.;�.,ua.+r: •-•s-.rz�t::.-*-;.s,• _ .A• Etl�:.s.=:; %/lNCHbk=;i'``:;__.?14Ifii1JfXfF1M • fJll�tfi, t6 Et>,.;;• '/�I11�fURA CTEi1r�.`'�CTd 1012 � & :§'= } ,;FS �,y'_y .::;:SAT D7N IFFr::•z e% tTid' YJf'`< � .. _a._=;;::.,�:;a>:� :.>;_::.s.-. •�-.: ra.�>a .:;a ,-,. - wre, V24199 09 - 1/•T 1-1/4 2-1/2,• ..3"• WNGEDEWL D-o.ere ' AL m' tsar an 1/4' 1-1/4" 1" a" atwruroxo.. FL-10537.7 0 a mfEf '^ N 1L U DESCRIBILL OFMATERIALS ITEM PTION MATERIAL ITEM DESCRIPAON MATERIAL A 1X BUCK SG 20.55 WOOD 30 CLASSICCRAFT RUSTIC DOOR-SEE DOOR PANEL DETAILSF FOR DETAILS R 5 B 2XBUCKSG20.55 WOOD 31 DOORSKINOA95"THK CC RUSTIC -6AOOPSI MN. FIBERGLASS Pp �X C MAX l/4"SHIM SPACE - 32 TOP RAIL CLASSIC CRAFT RUSTIC WAD 1 D T/4"X 2-3/4"ELCO OR TTW CONCRETE SCREW STEEL 33 LOCK&HINGE FILE ICLASSIC CRAFT RUSTIC WOOD/LVL MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI 34 BOTTOM RAIL CLASSIC CRAFT RpSILC a H E CONCRETE C N d 301 OR HOLLOW BLOCK CONFORMING 70 ASTM C9D 35 PANEL RENFORCEMENT0-023"THK CLASSIC CRAFT RUSTIC G 3/16"X 3 i/4"1TW CONCRETE SCREW STEEL 36 FOAMCORE POLYURETHANE N 1/4"X31!4"TTWCONCRETESCi2EW STEEL 40 OOTHSTAR DOOR-SIB DOORPANI3DFTAILSHEETFORDETAILS °q �vw JI J 114'X 3.3/4'ELCO OR TW CONCRETE SCREW STEEL 41 DOOR SKIN 0.065 K SMOOTH STAR =6,000 PSI MIN. FIBERGLASS L #10X2-1 PFH WOOD SCREW STEEL d2 TOP RAIL SMOOTH STAR 1 INSWING ADJUSTABLETHRESHOLD ALUMJWOOD 43 LOCK STILE SMOOTH STAR WOOD/LVL n 2 INSWI GTHRESHOLD IS300HP AL.UM./COMP. 44 HNGESTILE S AOOTHSTAR WOOD 3 INSWING,ST3FADJUSTTHERMALBREAKTHR OLDPWM AWM COMP. 45 BOTTOM RAIL MOOTH3TAR �Mp 4 OUTSWNGCOASTAL THRESHOLD ALUMJWOOD d6 PANEL RENFORCEMENTQ023"THK SMOOTH STAR S1EEl. 5 OUTSWING STAND D THRESHOLD ALUM./WOOD 47FOAM CARE POLYURETHANE •••• 6 I NG THRESHOLD NI—myCOMP. 50 CLASSIC CRAFT DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.095"Mr. CLASSIC gRM rX=6,00D PSI MW FlB S •••• ••••�• 8 IAMB SG>-0.55 OOD 52 TOP RAIL CLASSIC •COMP. 9 JAMB O SG>-0.55 WOOD 53 LOCK SOLE CLASSIC C VL • TO WEATHERSTRIP FOAM 54 HINGE STILE CLASSIC CRA •IFa •••••• OpDAVL • • I 1 HINGE STEEL 5S BOTTOM RAIL CLASSIC CRAFT] cs •••••• 12 #10X3/•CPFH SCREW STEEL 56 PANEL REINFORCEMENT O.Mr THK. CLASSIC CRA •• • • 1�1 • s 13 #9 X 3"PFH WOOD SCREW STM 57 FOAM CORE t L E 14 LATCH STRIKE PLATE STEEL 60 I16FR CLASSIC DOOR-STS:DOOR PANEL DETAIL SHEET FOR DETAILS ••• ••:••• 15 SECURITY STRBa PLATE STEEL 61 DOOR SKIN 0.WTHK BER CLASSIC =6000 PSI MIN. mcimiL ••a ••••• 16 #9 X 2/2"PRI S REW 62 TOP RAIL FIBER CLASSIC 17 #8 X 3/4 PFH SCREW LOCK STILE FIBER CLASSIC as • } *see** m • 18 KWTKSET PASSAGE LOCK-SIGNATURE SERIES STEEL 64 HINGE STILE FIBER CLASSIC • 19 KWIKSET DEADBOL7-SIGNATURE SERIES 980 STEEL 65 BOTTOM RAIL ER CLASSIC • Goo*:* 66 PANEL REINFORCEMENT 0.023'THK. FIBER CLASSIC •• s.7x 5a5 67 f0 CORE L 5.87" L E —4S7' I g:•r4k�L°pt E W.1 Poll �J.` f 1 7A•-`.r`+ipr of a�o�n f" 1 i pxlable py o ..LL m N WW 3 trawG�g:oll Ust 4 OubvMOeamlal �� quo 2/24/pp � �L.l�-.. ��j��p;.�i.i;./i•.ri..• � swt. r owo.vr: ALNMI 'c �Oulsri LFS x r l/o�J�y^�Q' AsiAn sl.,11�d �r�v. 8 s� 0537.1 0 mox dP�ot69�+/•50.0 Osf �r.i0 or 11) � a a e e ' R WR W Building Consultants, Inc, B Consulting and Engineering Services for-the Building industry C P.O.ft,(2.10 Valrico,FL 33595 Phone 813,659.9197 Florida Hoard or Professional Engineers Certificate orAulhuri7ation No.9913 0 / Product Category Sub Category Manufacturer Product Name Swinging Therma-Tru Corporation Smooth Star,Fiber Classic,Classic Craft Exterior Exterior Door 118 Industrial Drive and Classic Craft Rustic Fiberglass Door Doors Assemblies Edgerton,OH 43517 InsivinglOutswing Phone(419)298-1740 'impact" Scope: This is a Product Evaluation report issued by R W Bullding Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Therma-Tru Corporation based on Rule Chapter No.9N-3,Method 1 D of Die State of Florida Product Approval, Department of Business&Professional Regulation, RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor wig acquire financial interest In the company manufacturing or distributing the product or In any other entity involved in the approval process of the product named herein. Limitations. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements Including the "High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product(complies with Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This products meets missile level"D"and includes Wind Zone 4 as defined In ASTM E1996 and Section 1609.12.4 of the FBC, 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-10537.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using(threshold Item#4 meet water Infiltration requirements for"HVHZ'. 8. Inswing and outswing configurations using threshold Item 95 do not meet the water Infiltration requirements for the"HVHZ"and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-10537.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No, Test Standard Testincl Laboratory Signed by TEL 0146033C-ABC ASTM D635-03,ASTM D1929.96 Testing Evaluation Lab,,lnc. Lyndon F.Schmidt,P.E. ASTM D2843-99 STTS00001 ASTM G26-95 Sub Tropical Testing Lon Hicks,VP Operations 15427-107362 ASTM E84-00a Omega Point Laboratories William E.Fitch,P.E. ATI 67508.01-106-18 ASTM D1929-96(2000)e01 Architectural Testing,Inc. Joseph A.Reed,P.E. TEL 06-1031.1 TAS 201-94,TAS 201-94.TAS 203-94 Testing Evaluation Lab.,inc. Wendell W,Haney,P.E. 2. Drawing No, Prepared by Signed&Sealed by No.FL 10537.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consuttari ,i tj.•(CA.g8131 • • •• Lyndon F.Schmidt,P.E. 4. Quality Assurance • • 0.: • • • • • Certificate of Participation Issued by National Acca ilbtir�>lIndNoiftfler$IrRfityip'certifying that Themia-Tru , Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. • ••• •• • • • Lyndon F.Schmidt,P.E. • • • • • • • • • • FL PE No.43409 • • •• • • • • • • 2128/2012 PF 1454 •i i• •Sh:et'°`1 . • •v i i Or • • • • ••• • • • • • • • • • • • • ••• • • • ••• • •