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HomeMy WebLinkAbout103 Donna CirCITY 0P SANFOMD PERMIT APPLICATION Permit #: V 1- 7 5 t Job Address: iv: Description of Work: Historic District: Date: Z644 P r l Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Total Square Footage: Flood Zone: (FEMA form required for other than X) Parcel #: _ / - a O - S09 - © " rJ a (Attach Proof of Ownership & Legal Description) Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding (----- Address: Mortgage Address: Phone: 4107 State License Number: Contact Person: Phone: Architect/Engineer: Phone: Address: - Fax: Application is hereby made to obtain a permit.to dd.-the wo nGN s i 1 ceitiN •thatpo work or installation has commenced prior to the issuance of a permit and that all work will be'peifvirited to 1 s ring corlttrtiction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLU , FURNACES; BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of 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: 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 districts, state agencies, or federal agencies. siri Lance of pe it is verification that I ill notify the owner of the property of the requirements of Florida Lien Law, FS 713. a .:Z I MO S' nature of Owner/rent Date Signature of Contractor/Agent Date a Print Owe Print Contractor/Agent's Name C(po t.% r 0 y 0. G N w' N 0 Signature o otary- to of Florida Dat Signature of Notary -State of Florida Date N CT O v C N Contractor/Agent is _ Personally Known to Me or Produced ID w Owner/Agent is _ Personally itt. ow to a or roduced ID APPLICATION APPROVED BY: Bldg 1 - to - o Zoning: Initial & Date) Special Conditions: Utilities: Initial & Date) Aorl00 FD: Initial & Date) (Initial & Date) CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An owner of property making application for permit, supervising, and doing the work in connection with the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate construction costs of under $25,000 on such property for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale or lease, or offering for sale or lease, of more than one such structure by the owner -builder within I year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner shall personally appear and sign the building permit application. State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $25,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within 1 year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I. . S/acAe e- e.r , do hereby state that I am qualified and capable of performing the re nested construction involv4with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. 6 /e, VXwnerl—uilder rgnature 15ate Q1 Oxvner is Personally Known to Me or has Produced ID a S C p in a Vi 0W Sy . 0 6 = C2 0 a 0a W : " tv z N O r' t i wr`3 CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that. people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, ; 'o. c 9 , do hereby state that I am qualified and capable of performing the re ested construction involve with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. wner/Builder Signature 6ate a X CrintOwner/Builder Name b a Signatfre o Nota —State of Florida Dat 0 2 o v b N WO W S Owner is Personally Known to Me or has Produced ID Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Back > Jm V is lwminr tr C /xlnt.v y' Prr1 r ,41pprarrt r I Inl lc. Pint t Xanford tl. 3- 1 411'11h-"i1H, 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-509-0000- Tax District: S1-SANFORD 05200520 Number of Buildings: 1 Depreciated Bldg Value: $74,952 STOCKBERGER 00 Owner: JOHN E & DAWN M Exemptions: HOMESTEAD Depreciated EXFT Value: $0 Address: 103 DONNA CIR Land Value (Market): $18,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 103 DONNA CIR SANFORD 32773 Just./Market Value: $92,952 Subdivision Name: HAZEL GLEN Assessed Value (SOH): $77,627 Dor: 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $52,627 2003 VALUE SUMMARY SALES Tax Value(without SOH): $1,422 Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $1,060 WARRANTY DEED 09/1999 03739 0359 $86,900 Improved Savings Due To SOH: $362 WARRANTY DEED 03/1988 01945 1138 $76,700 Improved 2003 Taxable Value: $50,808 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND Land Assess Land Land LEGAL DESCRIPTION PLAT Frontae De Method gpth Units Unit Price Value LEG LOT 52 HAZEL GLEN PB 33 PG 63 LOT 0 0 1.000 18,000.00 $18,000 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1988 6 1,978 1,159 CONC BLOCK $74,952 $79,314 Appendage / Sgft SCREEN PORCH FINISHED / 200 Appendage / Sgft OPEN PORCH FINISHED / 94 Appendage / Sgft GARAGE FINISHED / 525 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. Ire_web. seminole_county_title?parcel=10203050900000520&cpad=donna&cpad_num=103 & 1/6/2004 Back Porch Floor Plan 103 Donna circle Sanford 32773 6'-10" # existing slider removec 6'-0" x 6' 8" L O LO exsting block wall house 1 N N error door remains in place k Shelf unit with 2x4 studs on center yellow pine) 24" on center O MDF board used as top shelf A L k windows are elevated at 24" L 4'-0" x 5'-0" 2 =8" 4'41 " Covered porch has existing shingel roof suported with truses bearing on a 4x12" beam witch is supported by 3 4x4" post, see photo # 1. We removed screen and knee boards leaving the post and beam intact. We then framed the openings in with preasure treated 2x4s on the concrete slab and on the block walls. #2 yellow pine was used to complete the framing. 12D type nails 1 x2 preasure treated was used on the existing block wall for firring. 4'-0" x 5'-0" FRMT #sy Off ICE L 04"""i 12'-5" 9 jJ 0J 1 0 k C- 11 4 1 , N PLANS REVIEWED 4'- 0" x 5- o" J _ CITY OF SANFORD 51- 5"---4'41" 2'-9"- 20'- 8" - -- See atatched window specs Felt paper used for exterior as moister barrier and covered with concrete siding board. Interior finnish with 5/8 dry wall R- 13 Bats kraft faced used on walls R- 30 blown used in exsisting atic, 10 to 12" thick. Existing GFI outlet wich we ran 4 new outlets off of. And an existing swithed back porch light we used for our cieling fans. PLAT OF SURVEY for JOHW F. and, DAWN 'M. STOCKBERGER Legal Description W 2 Lot*52, hazel gLen,'according to the plat thereof as recorded in Plat 3ook.33, Page 63, of the Public Records of SeminoiLe County, Florida. 5.51044:49 E. oo' vriwTY — ESPA. r I v' :Q . 1Z 89' cov. WIRY 14.01' 21J5• Z4A' Lj a- I 453' t- yTOAY CO JC. 81K. RES. e 1 SCREE• ICD •o I PORCH I I L I i I f mowT F I d yy I A II ' N 3 W• Lr C011C. Q g 5z I— uT L TY ES M T N ey• v3, 30" E N S 77. 30' o 10yOs L I"= zoo O- INDICATES, PIPE 4 CAP:(CAVOME) (FWO) t, OCATION SKETCH 0 0 z In a JW U Ln SURVEY NOTES: T) The street address of the above described property is 103 Donna Circle. 2) The above described property Lies in a Flood Zone X. SURVEYOR' S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.D27 of .the Florida Statutes. MvIaluma: CERTIFIED CORRECT TOz P'44(Zl a JOHN F. STOCKBERGER KITNER SURVEYING, INC. DAWN MI•. STOCKBERGER R . BL A I R KITNER — P.L.S. NO. 3382 NORTH AMERICAN MORTGAGE COMPANY Post Office Box 823, Sanford, Fl. 32772-0823 INTERVAL TITLE SERVICES, INC. 407) 322-2000 ATTORNEY' S TITLE INSURANCE FUND PROJECT NO: q0)= 4°) SURVEY DATE: ?-4- AUE&UST 1°1°19 11 A, ESK Copy . D-0 No? PQV P4 OV C . A 101ALS.2-97 TEST REPORT SUMMARY Rendered to: NII HOME PRODUCTS, INC. SERIES/MODEL: 740/744 TYPE: Aluminum Single Hung Window with Flange Title of Test Results PAM H-R45 53 x 73 Overall Design Pressure 45 psf Operating Force 23 lbs max. Air Infiltration 0.10 cw Water Resistance 6.75 psf Structural Test Pressure 67.5 psf 70.8 psf De Passed Forced Lm= Resistance Grade 10 Reference should be made to Report No. 01-40351.04 for complete test specimen description and data. For ARCHTTE TESTIN10, INC. - , ` ' . Mark A. Hess, Technician - IvURba e- S x&4#* trry tax ' j' •.. . 1 NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD • ORLANDO, FLORIDA 32837 PHONE (407) 240-13M • FAX (407) 240.8882 IMPLANT WZ7=SS STRUCTURAL PERFORMANCE TEST REPORT Client: Metal Industries Home Products 650 West Market Street Gratz, PA 17080 Report No: NC7L-810-0005-6.1 Test Date: 07I Z5198 Report Date 08/03/98 Expirations Date: :. 0 190/02` Revision Date 09129198 Test Specimen: Betterbilt, Inc.'s Smes 'BB16517401744" Fixed Lite Aluminum Prime Window F-050 72 x 72). This unit was flange mounted and is 'valid for tempered glass only." Test Specification: AAMA/NWWDA 1011r S.2 97, "Voluntary Specifications for Aluminum, Vinyl PVC), and Wood Windows and Glass Doors." Test Site: Betterbilt, Smyrna, T1V, all calibrations. were performed before testing. TEST SPEOIMENDESCRIPTION General: The test specimen was an aluminum prime window measuring 72-114":oide by 72-114" high overall. The fixed Ute was glazed to the frame members, providing a viewing area 'of 69418" wide by 69-118" high. The frame was of double screw (#&618) butt -type corner construction. From the interior view the left corners were sealed with small joint sealant and the right corners employed gasket tape. Glazing: The lite was interior glazed using 8116" clear tempered glass with a butyl tape back. bedding, a vinyl bulb gasket, and an extruded aluminum glazing bead The glazing bead was fastened with #8x718 screws every 8". Weatherseals: No weatherseals.employed Weeps: No apparent weeps employed Interior & Exterior Surface Finish: Mill finished aluminum. Sealant: The left frame corners were sealed with a small joint sealant and the r trAe•ev employed gasket tape. ' •' ' ' ,,`, ' .. PROFESSIONALS IN THE SCIENCE OFTEVIN6 " • ; Metal Indusbies Home Phoducts -8- NCTL-310-0005-5.1 TEST RESULTS Rm No. title of 7st Method 21.2 Air Infiltration. - ASTMB288 1.57p8f (25 mph) Pbss Pass / Fail 2.L8 Water Resistance - AS7ME547 5.0 GPH/FI" WTP= 8.00 psf No Leakage No Leakage 2.1.4.2 * Uniform Load Structural - ASTME330 30.0 psf Exterior 0.000" 0.285" 30.0 psf Interior 0.000" 0.285" 2.1.8 Forced Entry Resistance see Appendix A for results) Meets as Stated OPTIONAL PERFORMANCE 4.8 Water Resistance - ASTME547 5.0 GPH/FTC 1 WTP= 7.50 psf No leakage No Leakage 4.4.2 * Uniform Loam Structural - AS7ME330 75.0 psf Exterior 0.000" 0.285" 75.0 psf Interior 0.000" 0.285" No glass breakage or permanent damage causing.the unit to be inoperable TEST COMPLETED 07115198 The tested specimen meets (or exceeds) the performance levels specified in ?able 2.1 of AAMA/NWWDA 101 /I.S.2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the F--050 72x72 product designation. tr f•• x• f l Metal Industries Some Products -X d NCTL-arU-tt00 5.1 Detailed drawings were available for laboratory records and compared to the test wecimen at the time of this report. A copy of this report along with representativs sections of the test specimen will be retained by NCTL for a period of four (4) years. the results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. This report does not constitute call ioadon of the product which may only be granted by a certification program validator. i! i NA77ONAL CERTIFIED TESTING LABORATORIES 1 1 Wayne Breighner Manager, Great Lakes 1 Barry Pbrtnoy, P.E. E 5767Mcjor Boulevard• Orlando, FL 88819 1 n WB/amb 1 '•% Y N Red NC77.-arc-0005-5.1 n Metal Industries Home Products NG'77;-810.000t~5•1 APPENDIX A Forced Entry Resistance Test Results . Test Method: ASTMF588-97, 'Standard ?Test Methods For Measuring the Forced Entry Resistance of Window Assemblies, Excluding Gkm*W Impact." Tent Results . Parasrranh No. Loads + 10.1 4.2 N/A 5Kmn tes No Eaby No Entry y r MI HOME PRODUCTS PRIME ALUMINUM WINDOWS - . INSTALLATION INSTRUCTIONS FOR NAIL !FIN" PRODUCTS , • MI Home Products appreciates your recent purchase of a maintenance free prime window, which will notrust, .rot, mildew, or warp. This is a quality product that left our factory In good condition — proper handlingandinstallationare. just as important as good design and workmanship. ' Please follow these recommendations to allow this product to complete its function. 1. Handle units one at a time in the closed and loled position and take care not to scratch frame or glassortobendthenailingfin. 2. Set unit plumb and square into opening and make sure that there is 3/160 ± 1/16" clearance around theframe. Fasten unit into opening in the closed and locked position, making sure that fasteners are screwed in straight in order to avoid twisting or bowing of the frame. Make sure that sill is straight and level. Check operation of unit before any and all fasteners are set. .1 3. Use # 8 sheet metal or wood screws with a minimum of 1" penetration into the framing (stud). Place first screws (two.at each comer) 3" from end of fin.- For positive and negative DPs (design pressures) up to35, do not exceed 24" spacing of additional screws. For DPs from 35.1 to 50, do not exceed 18". Install load bearing shim adjacent to each anchor. Use shim where space exceeds 1/16'. 4. Flash over head and caulk outside perimeter in accordance with code requirements and good installation practices. 5. Fill voids between frame and construction with loose batten type insulation qr non -expanding aerosol foam specifically formulated for windows and doors to eliminate drafts. The use of exnandino aerosol type insulating foam, which can bow the frame, waives all stated warranties. 6. Remove plaster, mortar, paint and any other debris that may have collected on the unit and make sure that sash/vent tracks and interlocks are also clear. Do not use abrasives, solvents, ammonia, vinegar, alkaline, or acid solutions for clean-up, especially with insulated glass units as their use could cause chemical breakdown of the glass seal. Take care not to scratch glass; scratches severely weaken glassanditcouldeventuallybreakfromthermalexpansionandcontraction. Clean units with water and mild detergent as you would you automobile. CAUTION - MI Home 'Products or its representatives are unable to control and cannot assume responsibility for theselectionandplacementoftheirproductsinabuildingorstructureinamannerrequiredbylaws, statutes, and/or building codes. The purchaser is'solelyresponsible for knowledge of and adherence to the same. MI Home Products wiadtiw products are not provided with safety glazing unless specifically ordered with such. Many laws and codes require safety glazing near doors, bathtubs, and shower enclosures. Also be aware of emergency egress code requirements. Corporate Headquarters: CWT17L VWRWA B" o.AJ. 650WestMarketSt. Gratz, PA 17.030-0370 N(AjNWA NAM: • - ! flu' • ,j 717) 365-3300 777 "r = SILT / 14/ &M : ; r•'rz f . Ak 1 DOCUMENT CONTROL ADDENDUM #01-40486.00 Current Issue Date: 02/15/02 Report No.: 0140486.01 j Requested by: William En -ley, MI Home Products, Inc. Purpose: AAMA/NWWDA 10l/I.S.2-97 testing of Series/Model 744, aluminum picture window with vertical mullion. Issued Date: O1/02/02 Comments: Florida P.E. seal required on report. Report No.: 01-40486.02 Requested by: William Emley, MI Home Products, Inc. Purpose: A 101/LS2-97 testing of Series/Model 740/744, aluminum piehne window with vertical mullion, and installation fasteners through frame. issued Date: 02/15/02 Comments: Florida P.E. seal required on all pages of report. Certification copy to John Smith at Associated Laboratories, Inc. 1 ` t ram J Architectural Testing A 101/l.S2-97 TEST REPORT Rendered to: . I MI HOME PRODUCTS, INC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 ReportNo: 01-40351.04 Test Date: l orm01 And: 10/23/01 Report Date: 02/14/02 Expiration Date: 10/23/05 Project Summary: Architectural Testing, Inc. (ATT) was contracted by MI Home Products, Inc. j to witness performance testing on a Series/Model 740/744, aluminum single hung window at MI Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested successfully met the performance requirements for an H-R45 53 x 73 rating. t Test Specification: The test specimen was evaluated in accordance with A 101 /1.S2-97, Voluntary Spec7cadonsfor Aluminum, My[ (PVC) and Wood Windows and Glass Doors + Test Specimen Description: Serics/Modek 740/744 j Type: Aluminum Single H ding Window With Flange Overall Size: 4' 4-7/8" wide by 60-1/8" high Active Sash Size: 4' 2-3/4" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 4"1-1/8" wide by 2' 9" high Screen Size: 4' 1-7/8" wide by 2' 11-5116" high Finish: All aluminum was polished. Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick clear, tempered glass. Each sash was channel glazed using a flexible vinyl gasket. - 130 Derry Court York, PA 174M-9405 phone: 717.764.7700 - fax: 717.764.4129 www. testati.com iGGr %l. Ar xoe z 0140351.04 Page 3 of a 9 Test Specimen Description: Drainage: Sloped sill Reinforcement: No reinforcement was utilized. Installation: The test buck was fabricated from 2 x 8 #2 Spruce -Pine -Fir. The unit was secured utilizing three 1-5/8"Idrywall screws through the jamb track, 5" from. sill, 1-3/4" below meeting rail and 1" from head. The head utilized drywall screws 3-1/2" from jambs and midspan. Exterior perimeter was sealed with silicone. Test Results: The results are tabulated as follows: PMEMI Title of Test - Test Method Results 2. 2.1.6.1 Operating Force 23 lbs 2. 1.2 Air Infiltration per ASTM E 283 (See Note #1) cQ 1.57 psf (25 mph) 0.10 cfa f? Allowed 30 lbs max. 0. 30 cf ntf? max. Note # l: The tested specimen meets (or exceeds) the performance levels specified in AAMA/ N6fWDA 101/I.S 2-97for air i.fin 2. 1.3 Water Resistance per ASTM E 547-96 with and without screen) WTP = 2.86 psf See Note #2 No leakage Note # 2: The client opted to start at a pressure higher than the minimum required Those results are listed under "Optional Performance". 2. 1.4.2 Uniform Load Structural per ASTM E 330-97 Measurements were taken on the meeting rail) 22. 5 psf sitive) 0.20" max. a 22.5 psf negative) See Note #2 0.20" max. 2. 2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Top rail 0.06"/12% 0.50"/100% Bottom rail 0.06"/12% 0.501,/100% In remaining direction at 50 lbs Left stile 0.03"/6% 0.50"/100% Right stile 0.03"/6% 0.50"/100% it FF.XvAr7 ZOoZ• . _ . , .. MAH.baw 0140351.04 0140351.04 Page 4 of 4 Test Results: (Continued) Para¢ranh Title of Test Test Method Results Allowed 2.1.8 Forced Entry Resistance per ASTM F 588-97 Grade: 10 Lock Manipulation Test No entry ' No entry 4 • Test A 1 thru A5 No entry No entry Test A7 No entry No entry r Lock Manipulation Test No entry No entry Ovtional Performance 4.3 Water Resistance per ASTM E 547-96 with and without screen) WTP = 6.75 psf No leakage No leakage 1. 4.4.1 Uniform Load Deflection per ASTM E 330-97 f415.0 emeatswere taken on the meeting rail) ds held for 52 seconds) psf (positive) 0.95* 0.29"max. 5.0 psf (negative) 0.79* 0.29" max. Exceeds L175 for deflection, but meets all other test requirements 4.4.2 Uniform Load Structural per ASTM E 330-97 Measurements were taken on the meeting rail) Loads held for 10 seconds) 67.5 psf (positive) 0.14" 0.20" max. 67.5 psf (negative) 0.16" 0.20" max. 4.4.2- cQt 70.8 psf (negative) 0.19" 0.20" max. Detailed drawings, representative;samples of the test specimen, and a copy of this report will be retained b ATi for a period of four years. The above results were secured by using the designatedYtest methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product which may only be granted by the certification program administrator. For ARCHITECTURAL TESTING, INC: 0 9 fir, - ess en eeves, Technician Director —Engineering Services' Ar 0 CONCRETE OR MASO MI' OPENING BY OTHERS E BY 1z000 Id1 By OTHERS i HIM AS NEW SEE Mows) Tum IT OTHERS r sawOTHERCAULK RAZING — SEE NOTES) EXTERIOR 94STALLAUC1 ANCHOR As SCREW (TYP. WHERE TAPCONS ARE NOT REO'0.) INSTALLATION ANCHOR SHIM AS REOT) . SEE NOTES) 3/ 16. OIA. TAPCON A— CAULK BETWEEN AM FRAME - J AMBWOOD BUCK k MASONRY OPENING Br OTHERS GLAZING r r (SEE NOTES) 1/ 4- MAX. WU SPACE-1 OOM FRAME —' I HEADBOOR KIGHlv p ONE BY WOOD BUCK Br OTHERS INSTALLATION ANCHOR 6 SCREW (TIP. WHERE TAPCANS ARE NOT REOro.) 0 CONCRETE M I150NI1Y p OPENING p BY OTHERS 7 ALLARON ANCHO)NTwrDIA. TAPCON p "- I— CALRX BETWEEN Wow BUCK k MAVY OPENING By OTHERS PERIME7E11 CAULK —Aq BY OTHERS 1_ 1/•' [MBEOMENTINN. BY STUCCO I ODOR NO1H---jl IJs MAC. SHW SPACE Y RWA, B•O•A.p. SECTION R—R W CAULK BETWEEN TA00 Buds k RAW: my OPENING 8Y OTHERS r / M I #OMES MMMMMMM_ TAPCON INSTALLATION CHART LOCA N M AO k l A• JAM r N 19M CALL ODOR UP TO 46 PSI ft PSF UP TO UP TO I P TOfofl PSf to70512E SIZE 45 PSF To 6o TO 70 70 PSF 5 P PSF.OP OP PSF OP PSF OP OP OP PSf 506e 10. OX. xx 60 x so 3 3 3 4 4 43 3 4 4 4 5 f06e x0. ox. xx 72 x 60 4 4 5 4 3 4 5 am XO. ox. xx 94 X 60 5 5 7 4 J 4 5 x0. OX. xx 120 X s0 6 3 3 4 5 6 Ox. xx 60 x% 3 3 3 3 5 4 5 6 ox, xx 72 X 96 3 4 6 6 Xa.. x00, xx 9! X 96 0 S 100110.1 x 0.0 1 x 1-a/. xso 6 3 3 45 9066 Ox0 . 109-a/. x 60 5 3 4 5 12050 OXO 145-3/4 X 60 7 7 11 7 5 15066 Oxo 161-3/4 X•e0 6 5 5 54 4 6. 7660 OXO 91-314 X 96 5 5 5 4 6 9060 Oxo 100-3/4 X 96 5 5 9 4 6 6 12060 OXO 145-3/4 X 95 7 e IS S 6 000 lel- a 4 x 96e 11 90" 10x M104 106- OAS x 60 5 S 6 6 4 3 J 4 5 S 12060 NX 142-.A. X M 7 7 4 3 4 5 15M XIX 176-.A. X 60 6 10 5 S S4 6 f 7660 WX ee-$/M X% 5 5 6 S 4 6 6 90s0 XX 106-JAG X% 5 S 9 S 4NX 6 6 I2I1s0 NX 142-.M x 96 IMIAG % 7 e 13 S 100" OXX0. xxxx 1 .A x 7 e 4 3 3 4s 12056 OxXo. Xxxx 144-6AB x 60 7 12 4 3 4 5 lease OXXO. XXXX 192-SJB x so 9 6 7 S 4 f s 10050 OXXO. XXXX 120-a/x X% 6 S 4 6 f' 12060 OXXD. LUX 144-6/B X% 7 s2 1 N• S4 6 1 x x CONCRETE ONE BY WOOD M MASONRY BUCK BY OTHERS BOcRS SLICING GLASS OOOR d TI d TI d ) HOOK STRIP 1-1/ 4- MN. LAERALLY APKT CAULKING V v EMBEOMENI UKOCI SU OR SET SILL N A BED OF OORCR[1E 'd Commit M ii3" ANCHOR INSTALL ATOPENINGSECTION A -A 3/16. CIA. TAPCON BY OTHERS um 11 88001MAICIIIAL' ALUMINUM ALLOT 601 21 Up= TYPE NSTALLATAN ANLTIMS MUST BE Or SUFFICIENTLOIOM 70 ALN[YE MN. EH EO [NNi Or 1- 1/4" MO Amer OR CORMIC 3) ALYeNAlt TM = NSTALLAWpN ANCHORS FRONT 10 BAOR N ALL fMANE .[NBMS. 41 USE LAID CAWFOR PEIN[YM SEAL AR01N0 EXTEKIM Or DOOR 31 P EXACT OW = INOT UM IN ANCHOR CHAKI. HISS ANCHOR gN.MUTT MSTLO MTM 4[XT LAKrlil S4[. rOR MC Arun alt KIM "Of CLOD. 6I ran POCKY COOK SINS USE CLOSEST STPAIS DOOR Sal A CONNOMA.TTON To F08940 VEMPA 71 NWAQPP A110 ASS SKOWHA SINCECLAIMALSOAKO%CO. RMKINO CLASS TIMLWKSS NAY VAAT PER IROUWRMENtS OF AMC130 CLASS CHARTS, Q AIL FACTOR, oft" HOLES NOT CESC ED ram 1APCON AIMOIM SCAB BE FLLEO INN A SC CWS Or lwrccmT UNOIN TO FWOLOE MK S/6- EMKO ENT INTO W000 fNCL 1 6) VMS / UL CCW[ KS AIR IC K SEALCO YIN A SUALL JONI SUN SEALEA. j 10) fWI AS KEOO. AT EA SET Or NSIALLAIION ANCHORS. MAX ALLOW." SHIM STAG TO K 1/4' . U) ALL Nf1Al{AWOR 001M5 .1 6E WC, OF COOROSM KSISIANT M.TEINALS 12) MOK -x- KC4AEWM 410404 PAILM APO -0- KA[SENTSf"C PAMCL A Cfl OONn"ATIONS AK AS /HSI1C" ON SMALAAV OM CNART. 13) M10, ALL CCNICIRATIodUMAKEWCARE914WN ON W.S MAMMY OQKYCA NSTALLAUON SECUMS -A-A-. 7=8 j HNDaX SW OEIAA APtT 10 NSTA LATQN Or ALL A}rWO6(0 CO "CK1AlIONS M A N) SAW WAO el OA&4 KIWIM TAPCCN ANOWNS TO K 34. CC is)SORES An SAME CLASS COOK IS 9M0A41 0" ~1 ALSO APRRS TO 430 A 440 SEAS tq OGLE COOK A NSYALICC W WOOD Ora" SMAIUC. UK r10 SCRWS Cr u0nooA LCMIH TO AC CvC 1_3/f' w MY Mfnm 1/ 1 NSO SIMSTAATC RACE AO SOIE4K f" FACM CORNEAS K 74. OC. MAX. GLAZING SEE NO 4 CMB[ OMEwi1T 6 4 4 A — EXTERIOR ELEVATION CA" BETWEEN MI (y V M t r R V U V v 1 J Y IBUCK CL s GRATZ, PA. SLONG POOR NOOK STRIP INaRL "' E SERIES 420/ 430/440 SLIDING GLASS DOOR DOOR INSTALLATION WITH TAKONS INSTALLATION ANCHOR EI¢((1c MANUAL MARTNEZ °"` 88 12/13/01 3/16- OIA. TAPCON WSOHA't` CIVIL Y" E N.T4;E HOOK STRIP DETAIL o ..tuRA 47182 14Ar.KW.R M4Yi1 • A/M11dMWA 4 K 7aN WWr1YYL \M. }AW UW .X...M M..AM 7MM w M 4M1/1 MY .MM MM.•d C NaElE on MASONRY OPENING BY OTHERS 311E BY WOOD 9U0 BY OTHERS S19M AS REOb Of SEE N01ES) C STUM, _., 0T O11E11S rE=r" CAULK BY 071ERS OLAaNO — SEE NOTES) Ex7ENM NSTALLARON ANCHOR NSTALLAItOH ANCHOR 3/t6' DIA. IAPCCN Is SCREW (TYP. SHIM AS REOD WHERE TAPCONS ARE SEE NOTES) NOT RED-0.) CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS DOOR FRAME Q JAMB 0 1-1/4' MIN. Q EMBEDMENT 1/•- MAX. SHIM SPACE r GLAZING 1 ISEf NOlf51 0 4 LIBERALLY APPLY CAULK MG IROEA o SILL OR SET SILL IN INSTALLATION ANCHORINBEDCONCE is SCAEw (TIN. WHERE TAPCONS ARE CONCREOR NOT REOT).) MASONRY OPENNO BY OTHERS SECTION A -A EXTERIOR PERIMETER CAIR)K BY OTHERS STUCCO BY OTHERS DOOR DOOR WIDTH HEIGHT ISECTION R-13 DOOR FRAME ME&. SILL 1) DOOR MAIEWAL; ALUMINUM ALLOY 6063 4 0 0 ONE BY WOOD DOCK BY OTHERS D fCONCRETE ORMASONRYOP[ NNO BY OTHERS 0 D INSTALLATION ANCHOR 3/ 16' OA. TAPCON c CAULK BETWEEN WOOD BOCK Olk MAS' Y OPENING BY OTHERS D INSTALLATION ANCHOR s SCREW (lw. WHERE 1APPCONS ARE NOT REO'D.) EMBEDMENT MAX. SPACETAPCON INSTALLATION CHART ON N MEAD s CALL DOOR MP Sit •PSr 61 PSF Ur TO SIZE SIZE a rsr To so 10 70 7o 6F OP PSr OP PSr OP OP S06s xo. Ox. xx 60 x 80 3 3 3 6066 XO. OX. xx 72 X e0 A A S 6066KO. Ox. xx 96 X 60 S S 7 10066x0. Ox. xx sm X0, Ox. xx 120 x 60 60 x 96 i 36 33 3S 6000 X0, Ox. XX Soso X0, Ox. XX 72 X 96 96 X 9i 3 3 AS S S1 X 1 x e i 7 S 76659 91-3/. x 9065 OXO 109-3/. X 80 S 3 6 12068 OXO 145-31. X 60 7 7 9 IS06s OXO let-3/. x e0 6 10 t1 7680 OXO 91-3/. x 96 S S 3 S s6R0 OXO 109-3/. X 96 S S 6 S 120e0 OKO 145-W. X 96 7 6 9 S 1 k0 101-1 . X 96 S 11 13 S rox 906e lox nA x 106- AnA X 80 S S 6 12068 JOE X e0 7 7 6 1SO60 Iox 17U2-MA 6-OAS x 60 a 10 11 7680 IDx M-AAA X 96 S S S S 9080 MIX IOi-AM x 96 S S 6 S 12M XIX 1.2-AM X 96 7 s 93 17e- x i 11 S x0 1 o-lA xISO I XX 144-SA x 00 7 7 0 XXXX 122-SA X 00 9 10 12 XXXX Liox120-SA X 96 6 6 7 S xxxx 144-SA x 96 7 0 9, s kX1 -S x% 9 12 2) TAPCON TIPS NSIALLAWN MOMS MUST K Or SlIRC[NI LENCIN TO ACES MEL [MOESSAN1 Or 1-1/4- INTO MASDNLY 0*CONMR. 3) ALWMAV TArCOS NSTA"TM MOTORS RIOKT TO DAM IN ALL /R[MANK NMUSELAVA CM%K rOR POWKTm KAL AROLAO EXTERM Or DOOtr.. S) 0 EXACI 00011 S12E It NDT MS10 N AMOCO CHART. USE AMOIOII OLNNATY LISTED WIN NEXT LMM SIZE. roll ME AMROPWAR KSM PKSSIME K00. AI SOME CLAIM SIH01AA NAALARO CLAIM ALSO AP10110YS0. ItMP MO CLASS 11.0HKSS MAY •ALIT PER RLCLMEMENIS W AS1N E1300 CLASS CHAIITS 7) ALL FACTORY AHLKD HOES NOT OMIOtO fM TAPCM ANCHOR SNOIAO RE FUM WIN 08 SCREWS Or SII/ICKN1 1[M6111 t0 PROMK 1WL SA' Dam1KN1 IN1C "m RUC[. 0) AAMO / 2U COIN[RS AK 10 K SEALED So A SMALL AXNt SEW KALM 9) SI01 AS MOD. AT EA Kt Or IN61ALLAVIM MOONS. MAX ALLOWAME SId STACK TO K 1/4'. 10) ALL OW-WAAUM AIIOIaS MUST K WOE Or CCIMOSIO KSMIANT HAlE1XAL! 11) WHEK ' X• WKKNTS MOW4 AIKL NO 'V RVMSCHIS INED PANEL AP PROLED C0/1Gx1AT10NS ARE AS LISTED ON NSTALLAWON o1ARE 13) HOT ALL CONIORAIIOR LISTED A60K AK 940M ON THIS ONAWNQ HOWEVER NSTALLAIIOL SECTIONS 'A -A' At t-1%•' MN. 13) WAS ALOOWAKi PAAC N'KIVUHM A/CON ANCIOIISS 100 K 24* &0-• • ±L• S EMBEDMENT 14) SEIKS 470 !AMMO CLASS 00 IS SHOW MS PTOMT ALSO • .p0 f[11[i Dow WIDTH A EXTERIOR ELEVATION L nHe00EMnsRR wm" u°w6saRA Otc°DrLN'Ac p ' LL"ctH t° A°EE`E '"'n M I HOME PRODUCTS GRATZ, PA. l tTRAL MARMA B. kINSTALLATION SLIDING CLASS DOORNsuusnoH ANCHOR 470SLDi3/1e' aA. tArctxv MANUFACTDRSH N! MATH TALONS ta aa ur L MARRNEZ 8B )/29/D2 KALL:ONE.:Ii0 SP•L N. T. S. MIHPOOIBJ7/fL7ALLAl1 F= 82REV. umr. SIDE! I OF I D s PWIAIIA At PAo0M1 . A.I44MM /MM1N . K 1N A,MAAAWN,L A1M3. USE N .•AN.•t NNW. Irw MW W LWo-ANf .0 .0 AFWM kMreee or swsaery Opening 3P v 1_ a rbnetsr Caulk, By Others between Aange and tuck y Head T I Flange Type Window Head Tapean c, ruhcnor must oe of sufficient length to provide 1 1/4" min. embedment' into masonry or. concrete. 3. Coulx between window flange and buck. 4. Caulk full perimeter of window. Calk Between Buck 5. If exact window size Is not given. use anchor quantity forBr Opening next larger window in chart. 6, Class thickness will vary with window size and design load, and must comfywithASTME1300. Wead Buck by others 7. letter designotiona nn th t I 2 / is a clans as Required J s Flange TyyppoT&WOw C. SW bwPereter Caulk SillByothers 5too1 By others E 0—CostSB ° a V By others Caulk Between Flange and Pre -Cast sll C e apron ocatlon chart indicate where anchors are to be installed using the elevation as a key. 8. All factory applied holes not designated for tapcone should be filed with08screwsOfsufficientIth. to provide 5/8" min, embedment Into wood buck. TAPCGN LOCAPON C1ua1 Canrete r Mao*" Opening W t0 fAFFi R LOCUM OP36 TO am OPS21 TO 0P7a Outs Peri meter C ul tPE1tE7R noti 12 18 1/8 x 25 A cPerbnstrCaulk13is1/8 x 37 3/8 A C A A, CCaulkBetween1418i/0 x 49 5/8 C Flange end Buck 1 13 18 1/8 x 62 A, C A. 8. C a 16 181/8x71 1/4 A,C AB.0d d 1/2 32 25 1/2 x 25 A C 1/2 33 25 1/2 x 37 3/8 A C A. c 1/2 3355 225 5 1/2. 5 ti ec A. 8. c d a1/ 2 36 251/2x711/4 B. AB,C Jamb v 22 36 x 23 A C 4 2338x373/8 A C AABCC 4 2436x495/8 A B. C A B. CKV. a v 24338x 53 1/4 A 8, C A B. C A 25 35x62AB. C A 8. C a 26 36 x 71 1/4 A. B. C A. B, C. 0 A"*ASHIM " _ 32 52 1/8 x 25 A C A C BUCK 4 . d L345 52133 32 /8x 95X 378ABCCA. B.0 52 1/8 x 55 1/4 A 8. C A 8 C, 0 52 i/6 x 62 A e. C A B)C, 0 Topcon 52 1/8 x711/4 A. B. C. 0 A 8. C. 0, E Instals 0knension wood Buck Byothers00CaulkBetweenBuck and Opening hk'TAPCON' TYPE HAn0ERM MASONRY SCREWS i INCWOE TAPOON, RAWt & ZMPSON GVJUL YWNWA ao-Mr. '• 09819n Prasahrs values listed obeis are In PSf A Biel l NAM i... / 1AAAce E 9 1p •, 1,10. 47119 STATa 4F OV C f ':• 3 •''/ EXTERIOR ELEVATION . ' 171 ey INSTALLATION INSTRUCTIONS F;ON7E 1/ 15/02 FASTENERSCHEDULE Room740/744 SINGLE HUNG 1 " 1 INST740 i`h 740/744 SH & PW SERIES -MILE PER HOUR (MPH) MAXIMUM SIZE CHART MAXIMUM 31ZE8 ALLOWED SERIESITYPE I MPH ZONE(S) I REQUIRED MULLION 740/744 SH OR PW UP TO 140 MPH N/A NIA 63-118" X 72-114" NIA FIN OR FLANGEFRAME SNG GLZOR INS 7401744 SH OR PW up'ro 130 MPH VERTICAL MULL. NIA 63-118" X 72-114" FIN FRAME V43 SNG GLZOR INS 63-118" X 83" 7401744 SH OR PW Up TO 140 MPH VERTICAL. MULL NIA W A OR 42" X 72-1 /4" FINFRAMEV43° r" SNG GLZOR INS 7401744 SH OR PW UP TO 130 MPH VERTICAL. MULL K NIA 63-1IS" X 72-1/4" FLANGE FRAME V83n3`} SNG GLZOR INS 63-1/8"X83" 7401744 SH OR PW up To 140 MPH VERTICAL MOLL NIA OR 42" X 72-114" FLANGEFRAMsV83iSNG GLZOR INS HORIZONTAL NIA 63-112" X 72-114" 7401744SHORPWUPTO120MPHMULL "''' FIN OR FLANGEFRAME H431H83 SNG GLZOR INS 740/ 744 SH OR PW UP TO 140 MPH HORIZONTAL ;•••.: ::: MULL NIAWRRAN30M* 45" X 72-114" FIN OR FLANGEFRAME H431H83 SNG GLZOR INS 7401744 8H OR PW Up TO 120 MPH SELF- STACKING ' s.:: 63- 118" X 72-114" NdTRAN80M* NIA FIN FRAME SILL SNG GLZOR INS 7401744 SH OR PW up To 140 MPH SACKING 48" X 72-114* NIA FIN FRAME SILL WITRANSOM SNG GLZOR INS 740l744 8H OR PW UP TO 140 MPH MULL!# V8j3 NFLANGE b3. 118"x72-114"NIA WITRANSOM' FRAMESNG GLZOR INS 01 Ail Transoms (1, 2, & 3-LI1e8) must be continuous *me. heifit is one Thetransomheighthost the width of the transom. a Tray units must be a minimum of 110 tall. maximum Picture Windows can be used In combination up to the rnaxinu izes listed above. Both f Hung & NIA 63- 118" X 72-114" 63- 118" X 63" OR 42" X 72-114" 63- 118" x 72-114" 63- 118" X 63" OR 42" X 72-114" 32" X 72-114" 30" x 72-114" WITRANSOM* NIA NIA N/ A Rev ' 14S-02 f