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HomeMy WebLinkAbout08-8453 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 8453 BUILDING PERMIT Permit Number: 8453 Address: 5103 9TH ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-20600-0030 mprov. Cost: 9,900.00 Date Issued: 10/24/2008 Name: MCCALL, BERNARD & SUZANNE Total Fees: 120.00 Address: 5103 9TH ST Amount Paid: 120.00 ZEPHYRHILLS, FL. 33542 Date Paid: 10/24/2008 Phone: (813)783-8942 Work Desc: INSTALL 8 WINDOWS SIZE/SIZE TROPICAL ROOFING INC. BUILDING FEE 120.00 \ ' 1 FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site f) plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to you roperty. If you intend to obtain financing,consult with your lender or an attorney before recording your tice of commencement." 6w-- i5—ONTIRACTO ATURE PERMIT OFFI R PER IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER STATE OF FLORIDA '����I CCU l , COUNTY OF PASCO THIS IS TO CERTIFY THgT THI ik DING IS A TRUE AND CORRECT COPY OF THE DOCUfNFeN FILE . ?'- OR OF PUBLIC RECORD IN THIS ONNC I ESS MY HAND AND OFFICIAL SEAATIHIV 4AY'OF JED PITfdl ,CLE rCODURRT� ,nom BY c�S "' DEPUT9 LERK CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 8453 BUILDING PERMIT Permit Number: 8453 Address: 5103 9TH ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-20600-0030 Improv. Cost: 9,900.00 Date Issued: Name: MCCALL, BERNARD & SUZANNE Total Fees: 120.00 Address: 5103 9TH ST Amount Paid: ZEPHYRHILLS, FL. 33542 Date Paid: Phone: 813 783-8942 Work Desc: 8 WINDOWS SIZE/SIZE TROPICAL ROOFING INC. BUILDING FEE 120.00 e : cz,, FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site f) plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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." CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application / Fax-813-780-0021 Building Department q J Date Received ZZ--0 O Phone Contact for Permitting- J I 1 Owners Name �50 ff - ri Z �`t �"�— Owner Phone Number 5 Owner's Address � Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS l-—� 1 c \ ST ?�(G-'t.` �C' ��tc� LOT# I � SUBDIVISION PARCEL ID# t, 2( 34 1O, O'3 0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR B ADD/ALT Q SIGN Q MOVE 0 DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR 0 COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK E FRAME E STEEL Q OTHER DESCRIPTION OF WORK I L- '. ' -<_' BUILDING SIZEI_I SQ FOOTAGE HEIGHT BUILDING $ 0, VALUATION OF TOTAL CONSTRUCTION ELECTRICAL Is AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. Elli PLUMBING Is V 0 MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Elilli GAS 0 ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES NO BUILDER COMPANY 1�t�-t ( JCq SIGNATURE i REGISTERED I_Y/ NI FEE CURRENT Y/N Address J ?j t rc % C. L +2 ç(,:• License# C 15( _'e" ELECTRICIAN COMPANY SIGNATURE REGISTERED YIN YINI FEE CURRENT Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y!N Address License# lIIIIIIIIIIIIIIIIIIIIII RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans WI Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$5000) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. 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 RECORDIN R NOTICE OF OMMENCEMENT. FLORIDA JURAT(F.S. 1 17.03) __.. CONTRALTO �� �'" OWNER OR AGENT Subscrn to or affirm ore me this Subscribed and sworn to(or affirmed)before me this ibed and swor j -2Z by ci by o Is/are ersonally known to me or has/have pro uced Who Is/are personally known to me or has/have produced p I C) s t' as identifi tion. as identification. f 1 E: t Notary Public 3ES Notary Public a 2010 Commission No. Comm Erna ' Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped • Tropical Roofing Inc. dba WORK ORDER DURAMADEState Certified Roofing Contractor State Certified 'MNDO &DQoRS License#CCC 1326935 General Contractor Amerka'sAfiW Dwadfe Window License#CGC 059485 F r Name_ : .- }.,'=,t !_r www.goduramade.com NI bdivision Job Address_ 1 ;.: ,: Z(p Phone( )ir;r) HEET SUBMITTED BY L i; �, � ! DATE• _____ �� w Window Window WINDOW PLAN: L. _} <f j ,,. .Y i Show window locations by number on Inside of drawing. -7,, " If additional areas are neces- sary,draw ENTIRE PLAN on seperate sheet and check below. < ( < > CJSEE DRAWING ON SEPERATE SHEET. Window Window Window BACK 1:—i 1 1� 1 Window Window 1 1 t ' Window 1 1 1 ----J FRONT Window Window CIRCLE RESPONSES 1p Window Large Outside Trim Siding on Home Y N Y N H Awnings covering screws Y N H - HI SPECIAL INSTRUCTIONSLi ( ) < : > CHECK O FINANCE 0 VISA ❑MASTERCARD Window Window Window r:-: .' DEPOSIT BALANCE DIRECTIONS TO HOME: Cwwrer�..rle,� euY YIOc: ....__ CEITIFICATIclW. - kUTHt3RTZt TtDN i acumeatno, ' ..Rew edB. : - PORE x t„�rl FkM HI-02 Page -- .. FMACertification ertificati1`#I` Pin' r `afication Ruth rizaffc,,, flop CAR & Product 1D Number: 022 - 107 CAR Issue Date: 2/6/2004 CAR Ext iration Date: 4/2/20Q7 Company Cade_ 022 This Certifrcatlorl Authoriz validation review ationuct Repo r₹ (CAR) is issued valid of the product s Keystone Certifications Ins. when signet and sealed b foci cation documents for the r (KC0 after full Valid w y named below has y the President of KCI, and indica h named t a�m ufactured by eligible for the a been tested: and meets the re hrs report is only in afflxin ppli tion of FMA Keystone Certffrcatthe Prour em eats of the referenced standard and the s 9 certafication to products. that those g Certr#trepreti labels. Licen evacuated and dacurtyer+ted for certifi fion authorization. Ciy r shall at and d c csrtctted. Products are bearing such cen stipulates Products bearing of the specimen g such a Certification label Carnpany�Informati n: Gareii Enterprj5 Product Information; Model: G5306 Tilt Double Hung 1380 Wayne Ave. Indiana Operator 'yp2: DH PA 15701 Conti tratian; g� Bow pin flax Width; 54 r1ax Height: 77 f eferenced Standar . ANS1fAA PrOdUct Rating: Di 101/IS2-97 H-R3o 54x77 Qualifyi,ng Test info ration Test Deport Na: T137-o3 Test Re _ . Pori Expiration. 4/2/2007 Authr�r ed 8-0nature: Keystone Ce;rtifi tt`o'. In+w, 2545 Lori Drive, Suite 204 York, Pennsyluania 17404 Phone: 717-764-6278 Marcia Fatke,President Fax: 71?-? Wv�vv.keystonec its corn independerrp Certification and tnspeciiod Agency aPttda:Building Code Online Page 1 of 4 - I I ": 9 , Hot Topics l Submit Surcharge i Stats 1 Facts & p • " l ublications FBC Staff B• .fir•: � • �� z�- Product ,4 USER_ Public UserPprovaj Product Aooroval Menu > product or A lication Search > �+ Application Lis₹> Application Detail,. ...; FL # Application Type FL747-R1 ={ «" Revision Code Version Application Status 2004 Comments Approved a _ f Archived Product Manufacturer Gorell Enterprises Inc. Address/Phone/Email 1380 Wayne Ave. Indiana, PA 15701 (724) 465-1839 rgibson@gorell.com Authorized Signature Richard Gibson rgibson@gorell.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Windows Double Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Referenced Standard and Year (of Standard tp://WWw.flnrirla}„,.1li;,, �__ ,., '-E{lofida-Building Code Online Page 2 of 4 Standard) ANSI/AAMA/WDMA 101/I.S.2-97 Equivalence of Product Standards Certified By Sections from the Code ..1703.5*1714.5.2.1*17 Product Approval Method Method 1 Option A Date Submitted Date Validated 10/14/2005 Date Pending FBC Approval pproval 11/28/2005 Date Approved 12/06/2005 Summary of Products FL # Model, Number or Name Description 747.1 65115 Limits of Use (See Other) Double hung replacement Approved for use in HVHZ: Certification Agency Ce Approved for use outside HVHZ: Installation Instruction Impact Resistant: PTID 747 R1 I 65155 Design Pressure: +/- PTID 747 R1 I 65155 Other: G5115 R40@44x60 R50@32x54w/Mod PTID 747 R1 I G5305 sill PTID 747 R1 I GSVDH- PTID 747 R1 I GSVDH- PTID 747 RI I GSVDH- PTID 747 R1 I P5100 PTID 747 R1 I P5305 f. Verified By:V V V747.2 —�65155 Limits of Use (See Omer) Double hung replacement Approved for use in HVHZ: Certification Agency Ce Approved for use outside HVHZ: Installation Instruction Impact Resistant: Verified By: Design Pressure: +/- Other: 65155 R40@44x60 R50@32x54w/Mad sill 747.3 651 S5 Limits of Use (See Other) Double hung replacement Approved for use in HVHZ: Certification Agency Ce Approved for use outside HVHZ: Installation Instruction Impact Resistant Verified By: Design Pressure: +/- Other: G5195 R40@44x60 R50032x54w/Mad t,O,tlda'Building Code Online Page 3 of 4 silt 747,4 G5265 __ Limits of Use (See Other) Doubte hung replacement Approved for use in HVHZ: Certification Agency Ce Approved for use outside HVHZ: Installation Instruction Impact Resistant: Verified By: Design Pressure: + - =_< Other: G5265 R40@44x60 RSo@32x54ty/Mad sift 747,5 G5275 -- _ -�Double hung r-ept eca menr Limits of Use (See Other) Approved for use in HVHZ: Certification Agency Ce Approved for use outside HVHZ: Installation Instruction Impact Resistant: Verified By: Design Pressure: +/ Other: G5275 R40@44x60 R50@32x54w/Mod sill 747.6 G5305 Limits of Use Double hung replacement A r n HVHZ: Certification Agency Ce pp awed for u Approved for use outside HVHZ: Installation Instruction Impact Resistant: Verified By: Design Pressure: +/- Other: G5305 R55@44 x60 R30@54x77 ASTM1887 impact level C 44 x 60 747.7 GSVDH Limits of Use (See Other) Vinyf Double hung new co Approved for use in HVHZ• Certification Agency Ce Approved for use outside HVHZ: +Ee Verified tion Instruction Verified Impact Resistant: By: Design Pressure: +/- Other: GS VD R20©44 60 R50@32x54Mod Silt 747.8 GSVDH-2 ji Limits of Use (See Other) Vinyl Twin Doubte hung n Approved for use in HVHZ: Certification Agency Ce Approved for use outside HVHZ: Installation Instruction Impact Resistant: Verified By: Design Pressure: +/- Other: GSVDH-2 R20@44x60 Back Next DCA Administration Department of Community Affairs Lto://W�Vix/f�nrirlah»;1 1;, _ - " o3zaa Building Code Online Page 4 of 4 Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallhassee Florida 3239 9-210o (850) 487-1824aSuncom 277-1824,Fax(850)414-8436 © 2000-2005 The State of Florida.All rights reserved.Conyright and Disci. Product Approval Accepts: ���93ign 3atyxad y�y - CERTIFICIATION TEST REPORT GORELL MODEL.G5305 TILT DGIIBLE HUNG WINDOW (4'-.6" Y FOR GORELL ENTERPRISES, INC 1380 WAYNE AVE JN IANA, PA 15701 Project No. T137-03 412103 DANIEL G FARAAUCH,P.E. 255 Saunc et StationRd Traffo1 i pA .'i5Q (442373- Keystone Carnmor}s •515 Braddock Avenue• Turtle Creek, PA 15 a r '. 21 14121824 3316• PAX (4123 824-3367 r<.. Prd e .No. T 137-03 Report Date APriI.2 2003 Page 2.of6 T CA` IOi?vf ' 3 anufactureY 0 EL LRPRYSRS INS 1380 W Y A E A, P : 15741 kt2dacjt Fdenrtificrrt3an Prodnet Types Double Rung. '�idow Seriesi ,fadei #: G5305 Specification: AAVIAJ'NWW . A 101/1_S.?-97 Desigtrafcn: �₹�R Q•(54"X 77") !�A1y.LA/1_V�%V-4IDA 101/I.S.2_97 GRADE 3p Product Description_ Attached Test Results: Attached Test Equipment: FET Testing Date: 3/17/0" Detailed ailed assemeiy dra tin s showing wall thicleriess of all members; earner construction and hardware application are an file and have been compared to the sample submitted. A copy of this report and test sample vi1l be retained at T fora period penod of years The resultsobtaued apply orilyto the spechaen tested. No conclusions of anykind regarding the adequaoy or inadequacy of the glass in the test specimen may be drawn form this test_ The above results were secured by using the designated test methods alad they indicate compliance with the pert~ nee re lucre rents of the referenced specification This report does not:ec stztute cert cation ofthis prod-uct, which may only be P rt c rTtlicatioit pro ..admitristFatgT. granted by the Pre}ared 7 7 Paul G. 1~ara au. Patrick 1. ;au]1r, i ' 1 Project Na. T13 7-4. 'rodnct Tleszz3 t -Page.3 of b ��eraz . Test sample was competed of oDr1llotlel o r one tilt laadtti r 3 " Tilt Double rig vinyl Prune, one- Vie)dnr=ble.huzzg window.with an overall Master frame site measorgde X 71"htah 3-1t�1"wide, , 3 'Y htgharerall. The to the bottom sash m l sash treasured 49-114"wide: 37-I/8." eastxred Sa-1/3"wide ' crtrners x ire of welded ntteFed with one s.cz etiv riz bottom warners construction. The eoie-s were owe zntter ed h civerali. The ii pie pe,co.Mier construeti�n. Bottom sash had e�€ter or sash allmriurn screen:Each sash had 2 foam chi balances. On foam c 1ney blacks Iocated.to the jambs near the y block for each side of each soli Each periztzet frame member ho ows were Iled with stirrofoarsi pieces that measured to be 7/1 ,'' x 9/16". The bottom rail of the-bottom sash had a anti bow sway bar attached to the rail and when the shut the bar would slide into an Opening that was in the center of the.sill: window would oath er str lt�1El`v�EI� wEAT l2S`FTPPING QUaNT 'FVIDTI X BEICHT LOCATION .23"l Exatile Reader Insert Center Fin Pile Sea (INCIS:) Prix Sill 1 4.T8T'w:x.23' ht me.Iam l . none o side faces )o o t no 0 none -ita rail Center Fin Pile Seal Top sash— ot rail none Center Fin Pile Seal U.187' w x_23"ht rote r�rfaew ee er rail) l t).l 37"fiv xBottairt sash--top rail ht interior face Center Fin Pile Seal l (meettn rail) 0.132 w x.23>,ht Bottom sash.. exterior face 1A. hot rail Center Fin Pile Seat(lzil rftil) F Center Pile i r 1 0.187" ?t.23"to d•*.d BUlu v'iny1Bottom face ti tl?I in I 0.3125"Din. Bottom fact Top sash—jamb stiles Center FinPile Seal I Center•Finplle Seal l 0.187"w x.23"ht Ee Bottom sash—' 1 xtrior face iamb stiles Center Fm Pile:Seal {) 13 ' w x.23"ht Side face !Cerise Pia Pile Seal I o.1 ST w x,23"ht Sorecn-Ca rail 0.197"w x,23"ht I xterigr face File Seal Side fah e a.38.'7"w .35"ht Iztteraor face Operators and Other Hardware: Each sash had two sets o )constant force balance shoes, one per jamb. One cam-type sweep lock teas attached to the center of the bottom sash meet7n TO with keeper sash meeticg rail One plastic tilt latch with thumb actuator was housed at each end of the. rail and interiormeeting rail of the bottom sash One 'vot,1 . top screw at each end of the bottom horizantal rails of the top and bottom sash. Each sash€u. was fas`td with{1) eM lift rah with the top sash lifk rail on the top rail Arid the bottom sash-lift i+ail on the bottom rail `■part , , . .. Project No;T137-Ø3 Gluing Sy.tern r. Page 4 of 6 Each sash was exterior drop glazed with ! "thkek Insulated Glass using tape. The sash utilized two using dith a 5/8' foam cesnttntious metals aver. (I!8')thick clear annealed glass lzt s 1 .. exterior snap.-in single leaf' . v 519" bead se'cd the-gIass: g dual duroeter ' . gxd vinyl-gla Two (3 'x 3132")weep Slots were cated at the glazing top sash bottom hortzn ztal rail,otze 4-11 from each end_ track thrt3ugh the bottom.of the were.located at the glazing Two(1/4"x 3/2". from ea end, On located x 3/I6" track of bottom sash hottom ho zontatrail, one jeep slots of the bottom c weep slat were locat �f just above each of the pit�at bars on the ends Ito z sash rail f the both sashes. Two (1/2" x 1/8') on the exterior faeeofthe sill, each one 1-7/8" fiats each end. lour(112" x 1 were located on the in chamfer wall of baf weep slots were located x 3/16") the sill, two on ve / ) weep slots weep slots were located on the interior of the sill, one 1-3/4" from eaceach h nd. (1/2" Mme sill was a sloped sill. Three(3/s"diameter)baffled weep holes were bat#orn rail of the screen, one weep in the center and one 5-3/4" from d. The ere located.on the each end. Sealants Silicone Sealant was applied to all the following areas: Entire bottom of the*sill-to buck intersection.. ° Screw heads hale openings used for anchorage of the frame to Exterior and interior of frame to buck.intersection• buck. • A ¼"wood Slim around the perimeter of the frame secured to the foam Cover flange at the sill and header on the exterior of the frame was sealed tothe frame/flange intersection and the flange was also sealed to the bucic/flan e intersection. g Anchorage: A ¼"wood sham was attached with scone to the ..e ' A rimeter of the buck frartze. Two additional ¼"wood sltim stzIps were attached at each iamb screw dttaclnrira buck The frame was attached to the buck usin 2" ttia ,I - to the wood -nd hn tha g long waacl screw o #?� :�''" f s along with silicone.at jamb was.attached with five sets oft"Iona e,o b cII='Y'y e*`� c ;^ of wood screws. Each set of screws consist€d of a screw Iocerat on o sc:ews. The header was attached wttlt three sets and one screw located on the exterior track of the frame. Each set tscre tenoriamb track parallel to each other. The sill of screws were attached was soured using a built up Of wood that was secured to the buck and then the sill was attached with silicone to the wood. Teór used a trim attacJent and was recut ed to the frame sill and.buck using of the sill then silicone. Project No. Tla7=CJ3 Pages of 6 `la-r ift QjabIe 2.i.? atey�x�y. 'e 'r}ttrnee u�rexn nts tlixfiltraton st' ( TrY1. 3-9:t) f 57 psf 009 c J5f The 1st eermerr rnreets the perfonnaji e levels s specfft��d 30 c fsf AA 4,11`I ,pt 1QI17S.2-97far•,41r jrr ltt-vel . 2.1.3 Water Resist:uaee Test (AS1`1rS E547-96) 2.86 psf(w&wo scree.n ) No penetration No penetrator 2.1.4.? Uniform Load Structural Test (see optional performance results) Z.1.7 Welded corner Test Meets As Stated 2,1.8 Forced ant iY;�:eslstancc (ASTM F588-97)Per rorn ance Level 10 7yp A(Section 10) Sec. 10.1 Lock Manipulation Test Na Failure Sec. 10.2.1.1 Test AlAs Stated Sec_ 10.2.1.2 Test A2 No Failure As Stated Sec. 10.2:1.3 Test A3 No.Failure As Stated s"ec, 102.1.4 Test A4 Noaure As Stated See- '0.2•1-S 'Test AS Na Failure As Stated See, 10_'2.1.6 Test A6 N°Failure As Stated NO Sec. to 2 1 7 Test A7 ,Fa lure As Stated No Failure Sec. 10.2.1..8 Lock Manipulation No F , s Stated Test a A llure As Stated ye'e cffc v P , yr rrancQ esur*ts 2.2.1.6 I Operating.Force Test top sash bottom sash Q Ib up,T i Ib tin 30 lb 28 lb up, 8,lb do 30 lb Project No: T137-03 Pace 6 of.6 P- slr e TssuTs(eat 2 Refere r ed' 'es-t thocl ;res..t A11- owa�bi 2.2.1.6.2Iazng Test (ASTtVI X987 as Method B) 'Pn sash le stile@ 50 Thy' right stile cQ 50 Ibf 13 % <100% top rail 70 lbf 13 ° <100%a bottomrail `7b Ibf 13 % <100°% 13%° <100% left stile@5O Ibf ri p.stile 50 TV 13 % <100% top r 13 % <100% ail cr 7Q lb f 6 % bottom rail @ 70 Ibf 5 % <100% <100%% OD- al 'e�rOrmanee Results 4.3 Water Resistance Test (AS TM E547-96) 8..25.psf(w&wo screen) No penetration No penetration urXO Load Structural Test {ASTIM E-33&-97) @ 45 psf positive (0.4%xL) 0.073" 0197" @ 45 psf negative 0.0$9" @ 45 psf positive 0.137" Q.013" 45 psfaegat ve 0.07&" ;k 0.152" (stile) - L Maximumu "� '0 0.20 1" (bat. rail) kLtIS L a Q W V eL - o 0 c a z cv v=i tL z O� �� `° "= a Y O C) Z coO W W U) W J O I n W in Y v S O C� :m! 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