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WS-15-2980 Miami Shores Village F'elrrr ;rpe intQlf ` 10050 N.E.2nd Avenue NE ; + t/�Clo ��0 € k Miami Shores,FL 33138-0000 Phone: (305)795 2204 x € Expiration: 06/23/2016 Project Address Parcel Number Applicant 356 NE 102 Street 1132060135120 Miami Shores, FL 33138-2429 Block: Lot: ANNELI DE CARVALHO Owner Information Address Phone Cell ANNELI DE CARVALHO 356 NE 102 Street MIAMI SHORES FL 33138-2429 Contractor(s) Phone Cell Phone Valuation: $ 7,000.00 HOME OWNER ...... __._ _._ _____ . . .._.._ � ..,._. Total Sq Feet: 00 Type of Work: Available Inspections: No of openings:16 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Am]$3.00 Pay Date Pay Type Amt Paid Amt Due CCF DBPR Fee Invoice# WS-11-15-57890 11/25/2015 Credit Card $ 175.28 $0.00 DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: $1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AF AVIT: I certifyth all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio zoning Fut ,I autho' e the above-named contractor to do the work stated. November 25,2015 G Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy November 25,2015 1 Miami Shores Village Building Department T��r 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit N�. PERMIT APPLICATION Sub Permit NO. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: (Miami Shores County: Miami Dade Zip: _ Folio/Parcel#: ®��J �� Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): /) /� Phone#: Address: ppv��/ Ta City: �, �, ��('e�.State: �' ' Zip: Z3 Tenant/Lessee Name: Phone#: Email: / CONTRACTOR:Company Name: C L&) Phone#: Address: City: _J�tate: jp� Zip: Qualifier Name: Phone#: State Certification or Registration#: Aj Certificate of Competency#: DESIGNER:Architect/Engineer: Phoge#: Address: City: tate: Zip: Value of Work for this Permit:$� _ ®� Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ��I 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) 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 Zi, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 22� day of 20 JJ .by day of 20 , by fiMek' PP CJ4VJ*ho is personally known to ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: S' Sign: Print: Print: 1 Mary 1,051 JLr Feliciano on eSeal: • Msion FF 082753Seal: Ww % E1mom APPROVED BY rI (� I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ,gt� s Miami Shores Village Building Department 10050 N.E.2nd Avenue R Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: ADDRESS: ?�hW E I®�� 1 crrnn �1GfC, PL , 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. 1 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 &Ii 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 RL t4. 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 http://www.myfloridalicense.com/dbpr/pro/cilb/index.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: U I Initial- 12. nitial12. 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 NjoV, , 20 )� r NL By ,�/�� P l D_Otil/ CL/ho0who was personally known to me or who ha 3� yd1C�h d tere License or as identification. i3'a rA O�n Q 7 N C �• wQ m ` OWNER NOTARY ST.UUMBAL C N ULT WIND CALCULATIONS FABRICATOR: YAMILL GLASS & WINDOWS 480 WEST 84TH STREET, SUITE#107 HIALEAH, FLORIDA 33014 PHONE: (305) 826-2121 PROJECT: WINDOW REPLACEMENT AT: 356 N.E. 102ND STREET MIAMI SHORES, FLORIDA MIAMI=DADE COUNTY . VO V v MAR H 11, 2004 00 r REP RED BY: CAR OS PEREZ, P.E. STRU TU ENGINEER FL P.E. 54844 E. .#: 7781 "YOUR ON-CALL El I EERING COMP NY " 9420 S.W. 1 12Th STREET, MiAmi, FIORidA 33176 TEL (786) 242-1720 - FAx: (786) 242-4399 STRUCTURAL ENGINEERING CONSULTANTS, INC. 16500 N.W. 83RD COURT MIAMI LAKES, FL 33016 (305) 827-66 7 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Flor' d CUSTOMER : YAMILL GLASS & WINDOWS, INC. JOB NUMBER ': WINDOW INSTALLATION @: 356 NE 102 ST. DAT / 1/04 DESCRIPTION : WIND PRESSURES FOR WINDOWS (CRIT.TRIB. AREA < 10 SQ.FT. ) *** DESIGN WIND LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1 . 00 Kit = 1 . 00 ROOF SLOPE = 3. 00 : 12 (14 . 04 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 13.3 FT Kh = 0. 849 qh = 46. 3 PSF DISTANCE, Z = 13.3 FT Kz = 0. 849 qz = 46.3 PSF WIND LOADS WALL AREA 4 5 GCp (+) 1 . 000 1 . 000 GCp (-) -1. 100 -1 .400 PRESSURE 54 .7 54.7 (psf) SUCTION -59. 3 -73.2 (psf) P = qh[ (GCp) - (GCp i) ] GCpi = ± 0. 18 BUILDING WIDTH = 47 . 1 FT ja 4 5 a 4 b CORNER DISTANCE, a = 4 .7 FT I STRUCTURAL NGINEERIN I SULTANTS EEM March 11,2004 Village of Miami Shores Building Department Miami-Dade County,Florida Contractor: Yamill Glass&Windows Job: Window Replacement at: 356 N.E. 102nd Street,Village of Miami Shores, Florida RE: Window Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge,belief,and professional judgment that according to the above referenced building's configuration,height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure(Zone 4): 54.7 psf Negative Design Pressure(Zone 4): 59.3 psf Positive Design Pressure(Zone 5): 54.7 psf Negative Design Pressure(Zone 5): 73.2 psf NOTE: "Zone 5"pressures are applicable to openings that are within 4-8"of buildin*corners- Refer to calculations The above stated design pressures have been determined in accordance with ASCE 7-98 based on the following criteria: * Building Category: II * Building Mean Roof Height: 13'-4" * Exposure Category: C * Basic Wind Speed: 146 mph Anchor spacings and installation of glazing/window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you sh Id happen to have any questions or concerns regarding this or any other matter, lease do not hesitate to contact s (F . erel UC ENGINEERING CONSULTANTS, INC. (E.B.#: 00778 1) 3/11/04 os , P.E., Structural Engineer P.E. 54844 "YOUR ON-CALL ENGINEERING COMPANY " 9420 S.W. 1 12Th STREET, Miami, FloRida 33176 TEL (786) 242-1720 - Fax: (786) 242.4399 � r JOB NAME: RESID NCE 356 N . E . 102 STREET MIAMI SHORES , FL . r, I; RMSION: REAR -------------------------------------------------------------------------- G : I : I I I s ! I 1 I SCREENED PATIO LAUNDRY G� W � = NOT PART OF I TH15 PERMITLu LL. z NOT PART OF I T1415 PERMIT -- � 2Q BATH BATH BEDROOM BEDROOM PW FAMILY KITCHEN PART G o OF L LL- U O Q n TH s t3 a ,— PERMIT p 'v BATH NOT PART OF TH15 PERMIT A C BEDROOM DINING, � F1 - r BEDROOM FOYER C Ila, ITADATE:03/11/04 OTE: scALE: N.7.S. DWG. sr: A.A. GOUNR�QROOF TYPE: 312 MEAN ROOF HT: 13'-4" ,� No: 42 8 FRONT DFL 1 5 REVISION: 3'-6" 41-86 41-80 zLLIw A C NOT PART OF c~n w THIS PERMIT — w FRONT ELEVATION W W 'A" 37" X 50-5/8' "C" 74' X 50-5/8" 1-15-710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02-0305.02 H5-710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02-0305.02 g ZONE: 5 +54.7 –73.2 ZONE: 4 +54.7 –5q.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS " °- EXTERIOR LITE: 1/8" ANN. GLASS EXTERIOR LITE: 1/8" H.S. GLASS .0410 5AFLEX OR DUPONT PVB INTERLAYER .090 5AFLEX OR DUPONT PV5 INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS INTERIOR LITE: 1/8' 14.5. GLA55 "B" 53-1/8" X 50-5/8' "0' 53" X 37-3/4' HS-710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02-0305.02 HS-710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02-0305.02 ZONE: 4 +54.7 –5q.3 ZONE: 5 +54.7 –73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS GLAZING: 5/16' LAMINATED IMPACT RESISTANT GLA55 EXTERIOR LITE: 1/6' H.S. GLA55 EXTERIOR LITE: 1/8" ANN. GLA55 .0610 SAFLEX OR DUPONT PVB INTERLAYER .090 5AFLEX OR DUPONT PVB INTERLAYER — LITE: 1 H.S. GLASS INTERIOR LITE: 1/8" ANN. GLA55 �. NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE–REFER TO PRODUCTS CONTROLS. j NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROLS N.D.A., DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. DATE:03/11/04 SCALE: N.T.S. NOTE 3: THE MAIN WIND FORCE RES15TING SYSTEM OF THE STRUCTURE (I.E.: WOOD, METAL FRAMING AND DWG. BY; A.A. METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS P05ED BY THE GLAZING. NO .M No: 42 CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. 2 of 5 REVISION: ----------------------------- - --- --- ------ --- --- ----- `� 4'-9" w En 0 2'-4" Ell 9 4'-0" ■ zLuU_ All NOT PART OF Z d T1415 PERMIT RIGHT ELEVATION w G "E" 19-1/8" X 35-3/8" "F" 53" X 50" a SH-701 ALUMINUM SINGLE HUNG WINDOW IMPACT N.O.A. 03-0514.01 HS-710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02-0305.02 Q ZONE: 4 +54.7 -59.3 ZONE: 4 +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLA55 GLAZING: 5/16" LAMINATED IMPACT RE51STANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS EXTERIOR LITE: 1/8" H.S. GLASS .090 5OLUTIA OR DUPONT PVB INTERLAYER .090 SAFLEX OR DUPONT PVB INTERLAYER INTERIOR LITE: 1/8' ANN. GLASS INTERIOR LITE: I/8' H.S. GLASS "Fl" 53" X 50' "GI" 53-1/8' X 50" 1-15-710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02-0305.02 145-710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02-0305.02 ZONE: 5 +54.7 -73.2 ZONE: 5 +54.7 -73.2 GLAZING: 5/16' LAMINATED IMPACT RE515TANT GLA55 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLA55 7CTEIAR L+T�. ',-��/v"--riin S GLASS - - -- - .090 5AFLEX OR DUPONT PVB INTERLAYER .090 SAFLEX OR DUPONT PVB INTERLAYER INTERIOR LITE: 1/8" 14.5. GLA55 INTERIOR LITE: 1/8" H.S. GLASS NOTE I: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROLS N.O.A., DE51GN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS DATE:03/11/04 I PERMIT. SCALE: N.T.S. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E.: WOOD, METAL FRAMING AND DWG. BY: A.A. METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO .tea No: 42 CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. 3 of 5 • REVISION: ------------------------------ ------------------------------------- s ❑ 5`-3" 3'-5" NOT PART OF E i ,tI z Ll 1\1, THIS PERMIT W w �Ng — w- NOT PART OF_-j Q THIS PERMIT REAR ELEVATION A "E" 19-1/8" X 38-3/8" "H" 52-3/4" X 37-1/2" t o SH-701 ALUMINUM SINGLE HUNG WINDOW IMPACT N.O.A. 03-0514.01 HS-710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02-0305.02 a a ZONE: 4 +54.7 -59.3 ZONE: 4 +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RE515TANT GLASS GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 090 5AFLEX OR DUPONT PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLA55 INTERIOR LITE: 1/8" ANN. GLASS "Gl" 53-1/8" X 50" "1" 37" X 50-1/2" HS-710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02-0305.02 145-710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02-0305.02 ZONE: 5 +54.7 -73.2 ZONE: 4 +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS GLAZING: 5/16" LAMINATED IMPACT R{ESS15TANT GLASS ID TERIOR LITE- 1/8' H.S. I PACC _ _-- EXTERIOR LtTE:TEE: I/V� ANN.-GLASS - - - .090 5AFLEX OR DUPONT PVB INTERLAYER .090 5AFLEX OR DUPONT PVB INTERLAYER INTERIOR LITE: 1/8" H.S. GLASS INTERIOR LITE: 1/8" ANN. GLASS . '? NOTE l: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROLS N.O.A., DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT DATf:03/11/04 SCALE: N.T.S. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E.: WOOD, METAL FRAMING AND DwG. BY: A.A. METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO .m No: 42 CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. 4 of 5 REVISION: ---------------------------------------------- ------- ---- ---- v 4'-6" zLuLL. ° NOT PART OF Evi TH15 PERMIT A in w uj NOT PART OF z Q TH15 PERMIT LEFT ELEVATION w Ar "A" 37" X 50-5/8" W H5-710 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT N.O.A. 02-0305.02 ZONE: 5 +54.7 -73.2 a GLAZING: 5/16" LAMINATED IMPACT RE515TANT GLA55 EXTERIOR LITE: 1/8" ANN. GLA55 .090 SAFLEX OR DUPONT PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS "E" lq-1/8" X 38-3/8" 5H-701 ALUMINUM SINGLE HUNG WINDOW IMPACT N.O.A. 03-0514.01 ZONE: 4 +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS -- - - - - M{ 5OLUT4A OR-DUPONT PV-13--1IdTA,YER INTERIOR LITE: 1/8" ANN. GLA55 NOTE I. WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CDNTROL5 N.O.A., DESIGN - PRESSURES, AND 51ZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. DATE:03/11/04 SCALE: N.T.S. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E.: WOOD, METAL FRAMING AND NG. BY: A.A. METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS P05ED BY THE GLAZING. NO JOB No: 42 CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. 5 OF 5 0VED s MIAMI-DARE COUNTY,PWRIDA aMIAMs ME1RO-DiADE RLAGIM BUILDING BUILDING CODE COMPLIANCE OFFICE.(BCCO) 140 W=FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MAW FLORIDA 33134-1563 (305)375»2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O.Bog 1529 Nokomis,FL 34274 Scom. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AIM. This NOA sha11 not be valid after the expiration date stated below. The Miami Dade County Product Control Division(in Miami Dade County)and/or the AHJ(iii 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'1AHJ may immediately revoke,,modify,or suspend the use of such product or material within their jurisdiction. ] (ORA reserves the right to revoke this Mance,if it is determined by Mmmii-Dade County Product Control Division 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 High Velocity Hurricane ! Zone of the Florida Building Code. DESCRWnON:Series KSH-701"Ahmilmi n Single Hung Window APPROVAL DOCUMENT:Drawing No.4040,titled"Aluminum Single Hung Window";',sheets 1 through 5 of 5,prepared by manufacturer,dated W9/98 with revision on 6/3/43,signed and sealed by Robert L.Clark,P.R. bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Pzuduct Control Division. MISSILE IMPACT RATING:Large and Small M.iste Impact LABELING:Each unit shall bear a permanent label with the manufacduetlsname or logo`city,state 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 grange in the applicable building code negatively affecting the performance of this producL 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 NOAH.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,F,ionda,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA 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#024702.04 and,consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman,P.E. NOA No 03-0514.01 Expiration Date: November 01,2008 3 Approval Date: November K 2003 10/ VP1 Y LARGE MISSILE IMPACT WINDOWS NOTES: 53 1/8" MAX. WINDOW WIDTH 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITE$ OF 1/8" ANNEALED GLASS. B. 5/16" (.350) !AMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LJTES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8 AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8- ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER Q 2.) CONFIGURATIONS: OX LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98 (AND ASTM E 1300-94 OUTSIDE MIAMI-DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL--1889) AND GLASS TABLES 76" p ASTM E 1300-98 AND ASTM E 1300-94 OUTSIDE MIAMI-DA DE MAX. ( DE COUNTY) . MAX. AT MTG. COMPARATI1149 IgErSIS TABLE: WINDOW RAIL GLASS A.5116"LAMINATED(118"A,.090,1/8"A) FTL-1 A HEIGHT '``�' TYPE: (3.5116"LAMINATED(1/8"HS,.090,418"HS) FTL-188 VENT SIZE 50 1/2" x 38 1 J4" 1 C. 13/16"I.Q., 118"HS, 318"SPACE,6116"LAMI (1/8"A,.090,118"HS) FT'L-373 D.13/16"I.G., 118"HS, 318"SPACE,IV16 LAMI 1/8"HS,.090,118"HS) FTL-37 WIR WINDOW HEIGHT WIDTHVA8 76 50. 76.000 -80. 66. - .0 66.7 -80.0w x 28.640 -80.0 88.7 -80.0 66.7 -80.0 68.7 -80.0 Wdft-80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0-80.0 66.7 -80.0 66.7 -89.6 57.2 -57.2 13 1/8- 37-000 66.7 -60.0 66.7 -80.0 88.7 -80:4 1 66.7 -80.0 MAX. O.C. C 66.7 -80. 1 66.7 -80.0 68.7 -80.0 66.7 -IW, 'A 66.7 .0 1 63.4 -63.4 4r 9 -47.9 48.3 -48.3 53.125 66�_ -80.0- 68.7 -150.0 C 1 66.7 -80.0 1 63.4 1 -63.4 58.7 1 -58.7 54.6 -54.5 5 3/4" 13" --*46" MAX. MAX. MAX. ON CENTER TYP. HEAD & SIL! F.17. 6/3/03 On" QM 7W& TABU F 03/26/03 C ADD 13/16 L G. ELEVATION R'Fx�`' 10_65171:/11/01 7B. TABLE, ExrR. _NOTES CONTINUED o.e.• 6118/916 4.) ANCHORS:MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) I2 9 96 MAX. SPACING AT HEAD & SIL!-: 13.000 MAX. 6" FROM EACH CORNER (JAMBS) G 11 ELEVATION & NOTES MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 13.125 ��nr°�c� �y ALUMINUM SINGLE - HUNG WINDOW SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED - ,P s��tod�c stow No pE#36712 P.O. 80X 1829 6.) REFERENCE TES1 REPORTS: FTL-1889 & FTL--3739 swftrw rMOMiS, FL 34274 SH-701 NTS I 1 a 5 4040 no DESCRIPTION � QTY. LOCATION1� • • • - K=FJ • ate, :.> l ll�•'n [J::•�'_!� D t�- .• i [I� � U. - W ME WIN -mqqKrlm -,.�I:,r_ ,.1lS:�I MMO [- 4-,CYl;i[IMW Q iii 3Qltl�?=D1'J�':.i��3:��+l��i►��ria�l��i:�1.1± I�7� � RIMrwig Ilk r�cr:��:m�:►:i�.�t� rzizFa[c i•cL•�!► ,,_ �_ �■ on"ll WIN1PAOF—MrWili�� 031 E[iI�JP.1�1t•',�Zr�rxi •� >•ck �� ••1�'t't�?'f"i•*i<f� [7I�7 �t! � ��`�::��F�:��:1i13��rZ�?T:i1�C�QL'i[rTT'•• .•,. .1' u.I�T�,i«.�'r-i�a�7[a:;1?�� EZ:ic:.iyli��i;IL-a►'tT�,,,-3:PP:]F�!:�:�� [S�1•r7�a �iitii�[;�►.:�i,Z+i•Aii:�� iplma_Q �F3i<Z'Lf3, 1TD� i�' �lir3 ' TT .[:��.�!��i1E'�4'[�3�Z9. .: �,_ •• 1fE�«:lI�:3a1��7i[�!1tI'►�L�>N�L�' !Ems.�3:I1�� •1. t•I��F30'd�l .•. - .[ Ml• .t'�liliila�i� �• 1 � E�?-�rLl�i:-.'. - �l�ii,:;•��r >. ��.. [R'f1,TC•'r�iflr"�''�1".f'1iL3n,'l�iac .� =_-.�• � ,� :- � .� . . r • - Q��L{.>•I�.((�'��•�Y�1��arr<<rir�r•�rx��i•■��`r��Ii�`t�rz_1��c._�s7��'t�*� [•„� •,.��n1��►��c��k�z:� - � , �5��:'i.�•L.•.•i• rWL��`�`��17•/-.J11r1�i i��11'1Lli:��:.: :1'[.1, �[ t71TT�_rf�,�?.►�� .Z•J�1-: �JC3. 7i `�~�t' ii�� CliT w.IN4:fAi.�li i�..Fy!11M -r.1 f•X71'5I;I•I�3L�?�Ti?:iG:T:��i��•7�[31F�•x>•C�(��T,�T�7.7i,�[�if;.�:>Tt+Ii�;i�li•�''S��Y/ 14��(1►��.�•� 3.:rI[Ik7fi3i1�•11 �•IZ`.��•= C [LZ•':» �[ .= Cj/ E�3.�LT:�►: il�?Q1 ai�� Z:• �L�•fII�E C!ntitl��i��■I�M=WM e al" oil s� j / , l f Ap PARTS LIST & GLAZING OPTIONS �•n • s - r - � - (,�, • • TECHNOLOV r- ALUMINUM • • t n � , . • • ~ t T 2.784 53.125 MAX. WIDTH ROUGH t OPENING 49.625 DAYLIGHT OPENING .737 .5 1.1231.123 7 3 t 2 9 A INACTf1tE OPENING P elT 2.710 - - - - — — 1 f 34.500 OPENING ® t DAYLIGHT g OPENING �s 3 1 IbUR110 4 9 48.250 DAYLIGHT OPENING 8 4 5 HORIZONTAL SECTION 76.000 ... MAX. HEIGHT r A 34.500 " DAYLIGHT Sir OPENING - - -- >� s 4 OPTIONAL F. .' 6 .xloi D-Aw am >ff fim js 2.330 VERTICAL SECTION F : 131261O3 c ADD 130-135 Date:Rowd ON mpywom [ F. 10/11/01 TB, TABLE, EXTR. 0.Y 7,718198 .655 2 X R to INTERIOR N Nwo , 2 9 9e ROUGH 2.784 SECTIONS OPENING f��3 10NO M " 3427K ALUMINUM SINGLE HUNG WINDOW REFERENCE TEST REPORTS: FTL-1889 & F7L--3739 Robert L CWrk RE P.O. sox 1329 swft +- I sem: Ho Now. 2 NOKOMIS, FL 34274 SH—701 NTS 3 5 4040 D A v - 1.523 -� 1.023 .062 1.187 �-- 2.330 .062 2.784 2.710 ,0�,2 � 2.029 .062 .655 Ll 1.403 .737 f I T .705 . i -- '- 2.784 1.123 ALUM. 6063--T5 ALUM. 6063-T5 j ALUM. 6063--T5 ALUM. 6063HS-T54 2.274 ?.325 �r«M. irtw. 1.165 1.057 .193 --,- - .062 I __._ -T 1.707 1.969 .062 .062 1.348 .678 .683 .050 LJOL +f� -t 1.187 `-�+-- .050 -T --� �-- .413 1.097 1.350 �-- ALUM. 6063HS-T54 ALUM. 6063-T5 7 ALUM. 6063-T5 ALUM. 6063-T5 Q ALUM. 6063-T5 �~ F -673/0-3 D-NO CHO THIS SHT 1.451 1.019F .• 43%26103 C ADD 130,33 CHG 14,5 F', 10/11/01 TB, TABLE, EXTR. .460 .062 .791 D. is/98 _ T'- .✓�" i g- D.B. N198 98 ALUM. 6063-T5 ALUM. 6063-T5 EXTRUSIONS t°�o�S"°� ALUMINUM SINGLE f-{l.11�lG WINDOW Robot L Ckrk P.E. SerieaJdlodsr: Scale: Onawhrq No Rw: REFERENCE TEST REPORTS: .F1'L-1889 & FTL-3739 RobP.O. pox ��2s PE#U712 NOKOWS, F• 34274 SN-701 NTS 4 5 4040 D 9 ►'.a Q 1.250 1.250 2 x WOOD dt BUCK D � +fir r. �• •i• •, 9Y ''8i'� ••B 1 x WOOD �; •:: °a 1.250 2 D e' BUCK r I BUCK 11TAPCON 4. �t2 PANHEAD 1. 50 •` •__ LV .2 .250 --' •• MAX. MAX • 1/4" TAPCON X12 PANHEAD .25;o9 x WOOD M BUCK TYP. HEAD T)P. HEAD TYP. JAMB TYP. JAMB 1/4" rAPcoNl2 PANkE,an .r -- •250 •"� . . g. . . . 1.500 a 1.500 ` •• •r F, 673/03 D-140 CHO THIS SHT RbwswmF 2 x WOOD 03/26/ C—NO CHO THIS SHT. ' • • •. ' '• ' r TYP. ILL • +�' :•• 4 ;•' BUCK F. 1 11/01 VMBLE, EM. ' Ir [ 18/98 TYP. SILL ANCHORAGE l> 43 7ft 1070 IEcfa+rnooir r NOKOMIS, FL 3427s ALUMINUM SINGLE HUNG WINDOW Robert I..Clwk.RE S%**1 todsh Scats Shes� !Jo Raw: REFERENCE REPORTS-. FTL—•189 & FTL-3739 ��71x P.O. aox ts29 - T- -- s NOKOMIS, FL 34274 SH-701 I -NTS 5 �► 5 4040 D MIDADE MiAIN11-DADS COUNTY.FLORIDA 6IETRO:DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(13CCO) Ido WEST FLACLER STREET.SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-290S NOTICE OF ACCEPTANCE (NOA) PCT Industries .1070 Technology Drive Nokomis,FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(A1IJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade 'County Product Control Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 11ggh Velocity hurricane Zone of the Florida Building Code. DESCRIPTION: Series"HS 710"Aluminum Horizontal Sliding Window-Impact Re istant APPROVAL DOCUMENT: Drawing No.4112,titled"Aluminum Elorizontal Sliding W ndow",sheets 1 through 4 of 4, prepared,signed sealed by Robert L. Clark, P.E.,dated 5/22/02 bearing the'Miami-Dadc County Product Control Revision stamp with the Notice of Acceptance number and expiration data by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. Q 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 NO& 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, Fl rtda, 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#99-0204.03 and,consists of this page l as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez.. ' NOA No 02-0305.02 Expiration Date:Nlay 20,2007 Approval 1)ate:June 27,2002 Page I 02-0305.max LARGE MISSILE IMPACT WINDOWS ITEM DESCRIPTION V.T. OTY./LOCATION VENDOR IVENDOR # 1. GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 1 FLANGE FRAME ;AW..B Alum. 6063-75 612225 2 ALUMAX IAF-12225 5/16" (.35D) LAMINATED USING MONSANTO SAFLEX PVB OR 2 FIXED MEETING FAIL Alum. 6063-T5 612228 1 ALUMAX !AF-12228 DUPONT W/ BUTACITE INTERLAYER BETWEEN (2) LITES OF: 3 SASH MEETING RAIL Alum. 6063-T5 612229 1 ALUMAX iAF-12229 A. 1 /8 ANNEALED GLASS 4 SASH SIDE RAIL Alum. 6063-T5 612230 1 ALUMAX 1AF-12230 B. 1/8 HEAT STRENGTHENED GLASS 5 GLAZING BEAD Alum. 6063-T5) 6534571 8 ALUMAX !AF-534571 6 WINDLOAD ADAPTER Alum. 6063-T5 612236 1 ® mids on cf frome sill ALUMAX IAF-12236 2. CONFIGURATIONS: XO cr OX 7 FLANGE FRAME HEAD Alum. 6063-T5 612237 1 ALUMAX AF-12237 3. CESIGN PRESSURE RATING: SEE TABLE 8 FLANGE FRAME SILL Alum. 6063-T5 612238 1 ALUMAX AF-12238 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS 9 FRAVE SILL ADAPTER Alum. 6063-T5 612239 1 ALUMAX AF-12239 TABLES ASTM E 1300-98. 10 SASH TOP BOT. RAIL Alum. 6063-T5 612240 2 ALUMAX AF-12240 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS 11 SCREEN RETAINER Alum. 6063-TS 1653237711 ALUMAX !AF-532377 TABLES ASTM E 1300-98. 12 5/16" .350 LAMINATED USING 2 1/B" ANNEALED GLASS 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 3. 13 5/16" .350 LAMINATED USING 2 1/8 HEAT STRENGTHENED GLASS HEAD & SILL: 14 ANTI-LIFT CHANNEL Alum. 6063-T5 612244 1 0 mids on of vent ALUMAX AF-12244 MAX. 6" FP.OI,A CORNERS. 15 #10 x 1.000 Ph. Fl. SMS 71OX1 4 Windlood Adopter screws FASTEC MAX. 4.. & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. 16 6 x 1.000 PH. PAN SMS 76X1PPA 2 for anti-lift channel MERCHANTS FASTENER MAX. 15" SPACING. 17 WEATHERSTRIP THIN WALL BULB VINYL 6TP247 8 1 per Glozin Bead TEAM PLASTICS TP-247 18 #8 x .500 PHIL. FI SMS 7856A 2 Sweep Latch screws MERCHANTS FASTENER JAMBS: 18 when using2 SweepLatches MAX. 6" FROM CORNERS. 19 #8 x 1.000 PHN . P.H. SM.S 781 POA 22 Frame Vent ossv. screws MERCHANTS FASTENER _ MAX. 12 1/2" SPACING. 20 SWEEP LATCH 71096 1 W.5" from ends-vent mtg. roil) MINIATURE DIE CASTING PGT.214.XX 5. SHUTTER REOUIREVENT: NO SHUTTERS REOUiRED. _ 2 height is >= 42" 6. REFERENCE TEST REPORT: FTL-1969 21 WEEP HOUSING _ 70250 13 1 G'rt'lids on 2 144" from ends MASTER TOOL 7-M10-250 22 WEEP FLAP 70251 M4 ( 1 ®mids on 2 1/4" from ends MASTER TOOL 7-M10-251 74" MAX WIDTH 23 ROLLER HOUSING 0 eo. end of vent to rail MASTER TOOL 70312 33 5/8" MAX 33 5/8" MAX 24 BRASS WHEELS _ 7BRWHL22 per Roller Housing) VINYL-TECH/P.G.T. DAYLIGHT — DAYLIGHT 25 WEATHERSTRIP - PILE FINSEAL 61062W 2 (Ovent to bot roils & ml-q. roil SCHLEGEL CORP. FS7826-187 OPENING OPENING 26 SILICON 62899 IDOW CORNING' 899 27 WEATHERSTRIP FLILB VINYL 6TP 49 1 O 0 vent jamb roil TEAM PLASTICS TP-249 N p ESSURE RATING: -75 P.S.F +66.7 P.S.F. C) )GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) Ul 58 1 4' iWINDOW WINDOW HEIGHT MAX i WIDTH 26.000 38.375 44.000 50.625 63.000 WFIXED LITE / " 26.500 A A A A A DAYLIGHT / r T � 57MAX t OPENING / VENT , 37.000 A A A A A DAYLIGHT OPENING 44.000 A A A A B 53.125 A A B B B "It Ot;c r ul:vtsl:o 3" MAX I 63.000 A B B B B 41ro'nPt,1°YNltbthe 111rid4 NEIGtfi 74.000 A B B B BArcmt•ue rto 0 - 5.02 It CsPlrapua 7S17t� 0 X _ — Rersd 8y Dote: Revis;ons• F.K. 1115101 UPDATE FOR RENEWAL 114=1 D.4,Tn'ds oorn't evsd r. Dote. Rev;s;o a. Uhti1w F.K. 1129199 C-NO CNC THIS SN r r Dro.n By: Oota: INDUSTRIES DB2116198 18 MAX8" MAXI D. ., .on. 4» MARX -T-Tr4 • MAX 7 OX ELEVATION & B. O.M. LG: MISSILE r;tre: SEE NOTE 4 ON MEETING RAIL ANCHORAGE / 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 ALUMINUM HORIZONTAL SLIDING WINDOW_ ELEVATION Robert L.Clark.l'.E P.O. BOX 1529 Ser,es/luoderrScab: Sheet. Oro.;ny No. R4v PF:097Q NOKOMIS, FL 3.274 HS-710 NTS 1 or 4 4 7 12 C rtKtr.r�#-- i k• - � � M EXTERIOR MAX. WIDTH ROUGH jG— MAX. DAYLIGHT OPENING— OPENING ROUGH 1 1 1 9 OPENING 7 � 2.710 7 —MAX. DAYLIGHT OPE5 17 19 .500 117 19 2.784 2.784 16 14 5 I i 20 17 10 { 18 ROUGH 3 OPENING 1 2.643 4 ,705 .500 MAX. HORIZONTAL SECTION FIXED LITE DAYLIGHT MAX OPENING VENT 12 13 DAYLIGHT MAX. OPENING 12 13 HEIGHT 1/2" GLASS SITE 1/2" GLASS BITE C) EXTERIOR 5 N W5 3 24 C) 17 I 6 17 6 � 1/8" HEAT 9 1/8" ANNEALED GLASS STRENGTHENED GLASS X 22 2.094 .090 INTERLAYER (MONSANTO SAFLEX .090 INTERLAYER (MONSANTO SAFLEX 21 OR DUPONT W/SUTACITE) OR DUPONT W/BUTACITE) i/8" HEAT 8 .500 1/8" ANNEALED GLASS STRENGTHENED GLASS Pu00utT1(F.vISF.D as cumpl)l°g w1s6 the Fkrtdt, - -- -- - — Da$11ag Code e paoi OZ 2.710 GLAZING DETAILS: 5/16" .350) LAMINATED GLASS tinO 1 Revsd 8y: Dole: Rev;s,ons: D ROUGH 6 F.K. 11/5/01 ADD GLASS DETAIL be uciC ird evsd Date: Rev;s;ons: RtrM" OPENING 15 5/22/02 C-ND CHG THIS SH n� ora.n 9y: Date: VERTICAL SECTION INDUSTRIES D.B. 2116198 Description: SECTIONS & GLAZING DETAIL rue: 1070 TECHNOLOGY FL034275'"E ALUMINUM HORIZONTAL SLIDING WINDOW_, Robert L.Clirk.P E. P.O. BOX 1529 Ser;es/Model: Scale: Sheet: Or ing No. Rev: PE#39712 NOKOMIS, FL 34274 HS-710 NTS 2 °t 4 4112 C rucl-urs-- J .0 APPROVED 2x WOOD BUCK o . APPROVED WOOD BUCK 1 1/4" MIN. �- } 1 1/4" MIN. —J 1/4" 1/4" MAX. SHIM 1 1/4" MIN. 1/4" MAX. SHIM 1 1/4" MIN. MAX. 1/4" MAX.] SHIM SHIM I F a .- 3/16" OR 1/4" TAPCON W/ #12 HD #10 WOOD SCREW 1' •. (SEE NOTE 1) �I J ;.. #10 WOOD SCREW TYPICAL HEAD SECTION TYPICAL HEAD SECTION �10J SUBSTRATE ANCHORING WOOD ANCHORING a 3/16" OR 1/4" '��•, ., Ii TAPCON W/ #12 HD I 1 (SEE NOTE 1) 7 APPROVED7 APPROVED C:) :N WOOD BUCK 2x WOOD BUCK #10 wOQO SCREW Q 3/16' OR 1/4" W TAPCON W/ HD TYPICAL JAMB SECTION _ TYPICAL JAMB SECTION CCD (S4, 11 SUBSTRATE ANCHORING WOOD ANCHORING x 1/4" MAX. SHIM `1 1/4" MAX. NOTES: SHIM Nta/uuc'r ul:Vlarn1/4MIN. 1. USE ONLY MIAMI-� t OR ITW TAPCONS. 1 Complying with the Matic►++ QuiJlal;Gkfe i 2. REFERENCE TEST REPORT: FTL—;969 Aepaf c 02 4 iElto1 1/4" MIN. Rersd By: Dote: Rev;s�ons: O a•' - F.K. 1115101 UPDATED iaaslUrdePwductC trot !• a _ evso B: ate Rcv;s ons: APPROVED D Dtrieloo T F.Kr 5/22/02 FIX TAPCON DESIG. Drawn ay: Date: 2x WOOD BUCK �� INDUSTRIES D.B. 2.116.198 OescripGon: TYPICAL SILL SECTION TYPICAL SILL SECTION Sdz ANCHORAGE SUBSTRATE ANCHORING WOOD ANCHORING 1070 TECHNOLOGY DRIVE rile: NOKOMIS. FL 34275 ALUMINUM HORIZONTAL SLIDING WINDOW __ Robert I_.Clark.PE P.O. BOX 1529 Senes/uodeh Scale: Sheet: Trfny No. Rev PI=#39712 NOKOMIS. FL 34274 HS-710 NTS 3 of 4 4112 C --� f-- .705 .062 -- .062 2.784 1 . 187 1 .349 .062 .062 1 .187 � r~ •-1— 1 .403 I 1 .2 91 --� �--- .737 20 FIXED MEETING RAIL 1 .081 1 .970 O FLANGE FRAME JAMB 6063—T5 ALUM. O SASH MEETING RAIL SASH SIDE RAIL 6063—T5 ALUM. 6063—T5 ALUM. 6063—T5 ALUM. L .062 —�I1--- 1 .057 --{ ��— + .062 .723 678 I .062 .050 .688 —e—i f--� 1 .373 l 2.094 I .� 1-273 p 1 . 122 tV 05/16" GLAZING BEAD O WIND LOAD ADAPTER T- 6 6063—T5 ALUM. 2.710 W �— 2.71'0 p cn T FLANGE FRAME HEAD ® FLANGE FRAME SILL 3 6063—T5 ALUM. 6063—T5 ALUM. X 1 . 187 0j j 62 j- 1 .183 2.-0 7-4 P!t uo ucr 1I;E visor) -- 1 .349 as comply et wtMe F7or18y � ,,no No F.1plrrlatde 062 10 SASH TOP & BOTTOM RAIL Revsd 8y: Date: Revisions: Revsd Cote: 1ADDEDSHT Ut'iswo Revisions: Prvdutt Courv! 6063—T5 ALUM. F.K. 5122102 C-NO CHG THIS SHT ® FRA:V.E SILL ADAPTER T Dro+n 8), Dote: 6063—T5 ALUM. � �� INDUSTRIES F.K. 1112101 ! Description: , EXTRUSION PROFILES titre. 1070 FL L034275VE ALUMINUv1 HORIZONTAL SLIDING WINDOW Rohen L.Clark,P.E. P.D. BOX 1529 Series/Model: 5cole: Sheet: Orowinq No. Rev REFERENCE TEST REPORT: FTL-1969 PE#39712 NOKOMIS, FL 34274 HS-710 NTS 4 0, 4 4 112 C � ....Structure{