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Home My WebLink About126 Grovewood AveA,mit #: - 3 3 30 Job Address: 12LD Gym wnt ie Description of Work: Historic District: PLEASE CALL NAN @ 407. 468-1010 WHEN READY'....THANKS CITY OF SANFORD PERMIT APPLICATION ' "f Date: IVED Zoning: Value of Work: SL Q Permit Type: Building XX Electrical Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/ New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/ Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial Total Square Footage: 2006 Construction Type: # of Stories: # of Dwelling Units: Flood Zone:(FEMA form required for other than X) Parcel #: ) u ' LU Owners Name & Address: Attach Proof of Ownership & Legal Description) Phone: y[1I-.-il CJPA-pV contractor Name & Address: LOWE' S Peter Ahothy CafaroI I I ' 4948 Tell son Place . ORLANDO, FL 32822 St:se lotnseNtrtmber. CGC 1508417 Phone 4-07- 7-2 4 407-327-0910 ContaetPersod. MINDY HOLMES Phone-. 468-1011 Bonding Company: NA Address: t Mortgage Lender: Address: Arebitect/ Engineer: Address: NA NA Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commeoeed prior to the issuance of a permit and.that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: 1 certify that all of the foregoing infonnation 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 addition to the requirements of this permit, time may be additional restrictions applicable to this property that may be found in the public records of county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the mqui cis w, FS 713. Signature of Owner/Agent Date Si a or gent Date Print Owner/Agent's Name Print nira or/ gen 's me 1 0 4 Signature of Notary -State of Florida Date Signature # L ro qnature ofNotaryStateofFloridaDateOwner/ Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to or Produced ID s4) t _ Produced ID APPLICATION APPROVED BY. Bldg: Zoning: Utilities: FD: In4tii1, Wte) _ . (Initial & Date) a (Initial & Date) (Initial & Date) Special Conditions: Improving Home Imprmmei f 4948 Tellson PL Orlando; Florida 32812 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: 9111 laq To: Building Department From: Peter Anthony Cafaro III I hereby name and appoint Nan Holmes, Mindy Holmes, Raymond Holmes and Jackie Caines, a permit service for Lowe's, to be my lawful attorney in fact to act for me and apply to cn 1 11 U V fora jjre- V-jWnd0VVSpermit for work to be performed at a location described as: Address of Job) &&eV'jQQ 1 e Owner of Property) a Ind ih , vfii, And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony Caf+q Area Installed Sales Mz Primary State Qualifier CGC 1508417 CCC 1326824 State of Florida County of Orange The forgoing instrument was acknowledged before me as Peter Anthony Cafaro III, who is personally known to me and who did not take an oath. Sworn to and subscribed before me this day of .2006. Notary au* aft d FW& f-W my raremim DD387355 My commission expires a E"D"eSOttt Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 FAR— Clgk,:I? A14 DMID JOF N P@, CFA, A5A PROPERTY APPRAISER sE1"RtME COUNTY. F - 1101 E F FMT Sr SANFMIID FL3=71-14W 407-665-7508 2006 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 10-20-30-506-0000-0490 Depreciated Bldg Value: $112,989 Owner: BLONDIN SCOTT M Depreciated EXFT Value: $1,275 Mailing Address: 126 GROVEWOOD AVE Land Value (Market): $26,600 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 126 GROVEWOOD AVE SANFORD 32773 Just/Market Value: $140140$95, 864 864 Subdivision Name: GROVEVIEW VILLAGE 2ND ADD REPLAT Assessed Value (SOH): 346 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00-HOMESTEAD Taxable Value: $70,346 Dor: 01-SINGLE FAMILY Tax Estimator 2006 Notice of Proposed Property Tax SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vacllmp Qualified WARRANTY DEED 01/2002 04318 1981 $108,500 Improved Yes Tax Value(without SOH): $1,768 WARRANTY DEED 08/2000 03909 1772 $98,900 Improved Yes 2005 Tax Bill Amount: $1,348 WARRANTY DEED 01/1991 02262 0718 $77,300 Improved Yes Save Our Homes (SOH) Savings: $420 WARRANTY DEED 0711987 01873 1676 $79,900 Improved Yes 2005 Taxable Value: $67,569 WARRANTY DEED 02J1986 01713 0955 $70,200 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION tage Depth Land Unit Land LandAssessFrontagePLATSick... PMethod Units Price Value LEG LOT 49 GROVEVIEW VILLAGE 2ND LOT 0 0 1.000 26,600.00 $26,600 ADD REPLAT PB 26 PGS 7 8 8 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE NC $112,989 $122,814 198561,356 1,840 1,356 FAMILY BLOOCK Appendage 1 Sgft GARAGE FINISHED 1484 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1986 375 $1,275 $3,188 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 JusbMarket value. http:// www.scpafl.org/pls/Web/re web.seminole_county_title?parcel=l02030506000... 9/10/2006 11657-blondin, scoff-9-11-06-door & windows (1728x2786x2 tiff) [2] 178t>34"— _.. 407-430-4069 1657-INSTALLEU SALES P 2/4 sroRENO. SrrrEer ooRaes ATE ZIP Ta TEl 3E `, / G'(o 1/ CTOR 1,1CCNSE NUMBYR_ 7 ss. I..N y t.1E paA,i,."s.'re`'1.dSr.e•..''te 3,if llrtt,.ii.rFs ivrfs7l^rffl®ar CONTRACT II 3314237 STNEEr AaoRl ss a Js a/.c: / Z; STREETADCREss / cry f srAiE ZIP s I Additional SpeCfflCatiorrs: The Environmental Protection Agency (EPA) has requested thatMarlt 7Q3S Laws' s notify Installation customers that a lead based point hazard may exist In dwellings built .; "Tax _ j prior to1978. Fee pamphlet EPA 747-K-99-001 for details. : ; t° bOf Tax Total r a.,. ".:F big T'sV'.'----,yM .i.Yi ii t,tii.a "i Ry 6fIfrt°I.. rl MF'f M:a'i-aY pA-1 A•iii_".i ir " 'If4 i .kax-in-«.:Li. :.''' =+i.,r-_. Work is to commence upon ressortabfe svallablltty of Contractor which Is anticipated to be [fill in date]. Ettlroolled Compladon deft Is [till in date]. NOtIce TO CUSTOMER All items listed in this contract and specification sheet(s) are to be Installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated j by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to customer. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER- STAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS DAY OF _ ...._ _. G. dSE (seal) er Seal) ( Seal) Spadid- st or Above Spouse 9.±.> r.1A4R.kWyi.:.......Rt+4fiu,+.a.... !t s.4,a'a a,.S 7T'7••a a. ... ,.N"resa aa u... ,,.. ,. ,... isa..r.a a.i...._. ... . o..nu..nair.w• RLE COPY nunaaaauaaalaulu4111111in11111111113111111 This Instrument Prepared By: Nan Holmes NAME: Lowe's Home Centers, Inc. 5twte-a= 165'/ 3780 Orlando Drive Sanford, FL 32773-5614 Permit No. NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF ORANGE MIARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY 8K 0642E Pg 080; (1pg) CLERK' S # 2006154408 RECORDED 09/26/2006 10:54;0. AM RECORDINS FEES 10.00 RECORDED BY t holden THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. PARCELID: 10-20-30-506-0000-0490 1. Description of Property: LOT 49 GROVEVIEW VILLAGE 2nd ADD REPLAT Plat Book 26 Page 7-8 PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. General Description of Improvement: Remove and Replace 3. Owner Information: SCOTT M BLONDIN 126 GROVEWOOD AVE SANDFORD, FL 32773 Interest in Property: Name of Fee Simple Titleholder: 4. Contractor: Lowe's Home Centers, Inc. 3780 Orlando Drive Sanford FL 32773-5614 S. Surety: N/A Amount of Bond: N/A 6. Lender: N/A WINDOWS & DOOR 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: Peter Anthony Cafero III Lowe's Home Centers, Inc. 4948 Tellson Place Orlando FL 32822-2581 8. In addition to himself, Owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specified) 1. J Cm - Owners Printed Name) The foregoing instrument was acknowledged beforemethisday SPptpmh r 19, 2006 By _ grC)T_T M—B.Lf.1N.III a Who is personally known to me / who produced DRIVERS LICENSE As identificati and who did of tpke an oath. r NOTARY PUBLIC CERTIFIED COPY MARY N ORS"€. CLERK 0 1COURT - SEMINOL J- N . FLORIDA U LM SEP 2 6 2006 NAN HOLMES Fft 1111ofFio NON" UD 00601"4 11657-blondin. scott-9-11-06-door b windows (1728x2186x2 lift) 2UUti-uY•111 U8:U4 4U7-43U-4U651 1ti5T-1NSIALLLU SALtS SSZR135A LOWE'S Hom CENTERS, INC. SAF 1657 PAGE: 1 DATE: 09/10/06 3780 ORLANDO DRI'%r SANFORD FL ORDERED FOR: BLONDIN, SCOTT (407)430-4060 ADDRESS:-26 GROVEWOOD AVE. SANFORD \000 32773 PHONE: (407)322-0840 VENDOR NAME: HOTJ-MS, NAN CONTACT: ADDRESS, A'I`T PHONE: (407)468-1.010 OR .AND0 FT. .12818 FAX: (407)296-2960 PROJECT:/66621901 PERMIT FEE LOWFS PO: 25823119!.,OWES I%yVOICE: 85596 ASSOCTATE.: CHKSTOPHE RINEP. EST DELIVERY: 09/10/06 AR NUMBER: c7PY ITEM ITE4 DESCRIPTION BIN VEND PART# COST EXT COST 1 147142 PERMIT FEE FOR INSTALL PERMIT 1 OFFIC PLAl 4P RcvltWED CITYOFSANFORDPERMIT # 3,30-K-30Ndc N - 1/4 0 vtk' 00or 0 1 A Architectural Testing ANSI/AAMA/NWWDA 101/I.S.2-97 TEST REPORT Rendered to: MI WINDOWS AND DOORS, INC. SERIES/MODEL: 740/3740 (Fin and Flange) PRODUCT TYPE: Aluminum Single Hung single glazed with 3/16" annealed glass). 10 Summary of Results Title Test Specimen #1 Test Specimen #2 Test Specimen #3 Description Flange - Equal Lite Fin - Equal Lite Flan e - Oriel Rating H-R25 53 x 72 H-R35 52 x 71 H-R45 53 x 72 Operating Force 19 lbf max. 20 lbf max. N/A Air Infiltration 0.11 cfm/ft2 0.12 cfm/ft N/A Water Resistance Test Pressure 6.75 psf 6.75 psf N/A Uniform Load Deflection Test Pressure 25.9 psf 34.7 psf 35.3 psf 47.2 psf 45.0 psf 47.2 psf Uniform Load Structural Test Pressure 45.6 psf 52.1 Psf 53.0 psf 70.8 psf 67.5 psf 70.8 psf Forced Entry Resistance Grade 10 Grade 10 N/A Reference should be made to ATI Report No. 42250.02-122-47 for complete test specimen description and data. 130 York, A Derry17402-9405 S REVIEWSp phone: 717-764-7700 r OF 5jiVOR fax: 717-764-4129 www.archtest.com Architectural Testing ANSU A 101/I.S.2-97 TEST REPORT Rendered to: MI WINDOWS AND DOORS, INC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 Report No.: Test Dates: Through: Report Date: Expiration Date: 42250.02-12247 02/04/05 02/17/05 02/17/05 02/17/09 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Windows and Doors, Inc., to witness testing on three Series/Model 740/3740 (Fin and Flange), aluminum single hung windows at MI Windows and Doors, Inc., test facility in Elizabethville, Pennsylvania. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H-R25 53 x 72; Test Specimen #2: H-R35 52 x 71; Test Specimen #3: H-R45 53 x 72. Test specimen description and results are reported herein. Test Specification: The test specimens were evaluated in accordance with ANSI/AAMA/NWWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors, Test Specimen Description: Series/Model: 740/3740 (Fin and Flange) Product Type: Aluminum Single Hung (single glazed with 3/16" annealed glass) Test Specimen #1: H-R25 53 x 72 Overall Size: 4' 4" wide by 5' 11-1/4" high Interior Sash Size: 4' 2-7/8" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 2' 8-3/4" high Screen Size: 4' 2" wide by 2' 11-7/ 16" high 130 DerryCourtr;York, PA 17402-9405 phone: 717-764-7700 I1' kifax: 717-764-4129 www. archtest.com t Architectural Testing Test Specimen Description: (Continued) Test Specimen #2: H-R35 52 x 71 Overall. Size: 4' 5" wide by 60-1/4" high Interior Sash Size: 4' 2-7/8" wide by 2' I 1-3/4" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 2' 8-3/4" high Screen Size: 4' 2" wide by 2' 11-7/ 16" high Test Specimen #3: H-R45 53 x 72 Overall Size: 4' 5" wide by 60-1/4" high Interior Sash Size: 4' 2-7/8" wide by 2' 7-1/16" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 3' 1-1/2" high Screen Size: 4' 2" wide by 2' 6-13/16" high The following descriptions apply to all specimens. Finish: All aluminum was white. 42250.02- 122-47 Page 2 of 9 Glazing Details: The glazing consisted of a single sheet of 3/16" thick clear annealed glass. The glass was channel glazed with a flexible wrap around rubber gasket. Weatherstripping: Description Quantity Location 0.187" backed by 0.330" high 1 Row Fixed interlock polypile with center fin 0.187" backed by 0.150" high I Row Fixed stiles and top rail polypile with center fin 0.187" backed by 0.130" high 1 Row Operable sash stiles polypile Architectural Testing EL Test Specimen Description: (Continued) Weatherstripping: Description 0.187" backed by 0.250" high polypile with center fin 0.187" backed by 0.375" diameter hollow vinyl bulb seal Quantity Location I Row Operable sash stiles 1 Row Bottom rail 42250,02-122-47 Page 3 of 9 Frame Construction: The frame was constructed of extruded aluminum. Corners were coped, butted, sealed with a foam pad and secured with two #8 x 5/8" long pan head screws. The fixed meeting rail was attached to the frame with one #8 x 1/2" screw per end. The fixed sash stiles were attached to the frame with one #8 x 1/2" screw at the top of the stile. Sash Construction: The operablc sash was constructed of extruded aluminum. Comers were coped, butted, and fastened with one #8 x 5/8" long pan head screw. The fixed lite frame consisted of the fixed meeting rail and three extruded members that slid into the main frame jambs and head. The corners were coped and butted. The fixed top rail was attached to the stile with one #6 x 5/8" screw at each corner. Screen Construction: All sash members were constructed of extruded aluminum. The corners were coped, butted, sealed, and fastened with one 5/8" screw through the jambs into the rails screw bosses. Hardware: Description Ouanti Location Metal cam lock 2 6-1/2" from ends of interior meeting rail attached with two #8 x 1/2" screws Plastic tilt latch 2 Ends of interior meeting rail attached with one #8 x 1/2" screw and the sash corner screw Spring loaded cast metal pivot bar 2 Ends of bottom rail staked in place Spiral balance 2 One per jamb 42250.02-122-47 Architectural Testing Page 4of9 Test Specimen Description: (Continued) Drainage: A sloped sill was utilized on the window. The ends of the exterior vertical leg were cut 7/16" short to allow for drainage. Reinforcement: No reinforcement was utilized. Installation: The units were installed into a wood test buck. The flange units were fastened to the buck with #8 x 1-1/4" screws at the jambs, 5" from each end and one at midspan. The head utilized #8 x 3/4" pan head screws, 6" from each end and one at midspan. The exterior perimeter was sealed with silicone. The fin units were installed into a 2x8 #2 Spruce -Pine -Fir wood test buck utilizing 1-5/8" drywall screws located 3" from the corners and 10" on center around the nail -fin. The nail fin was bedded in silicone. Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Test Specimen #1: H-R25 53 x 72 2.2.2.6.1 Operating Force 2.1.2 Air Infiltration per ASTM E 283 1.57 psf (25 mph) Results Allowed 19 lbf 30 lbf max. 0.11 cfin/ft2 0.3 cfm/ft2 max. Note #1: The tested specimen meets the performance levels specified in ANSUAAMAINWWDA 101/LS.2-97 for air infiltration. 2.1.3 Water Resistance per ASTM E 547 with and without screen) 2.86 psf No leakage No leakage 2.1.4.1 Uniform Load Deflection per ASTM E 330 Deflections reported were taken on the meeting rail) Loads were held for 52 seconds) 15.0 psf (positive) 0.38" See Note #2 15.0 psf (negative) 0.33" See Note #2 Note #2: The Uniform Load Deflection test is not a requirement of ANSIIAAMA/NWWDA 1011I.S.2-97 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 42250.02-122-47 Architectural Testing Page 5of9 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H-R25 53 x 72 (Continued) 2.1.4.2 Uniform Load Structural per ASTM E 330 Permanent sets reported were taken on the meeting rail) Loads were held for 10 seconds) 22.5 psf (positive) 0.01" 0.20" max. 22.5 psf (negative) 0.01" 0.20" max. 2.2.2.6.2 Deglazing Test per ASTM E 987 In operating direction - 70 lbs Interior meeting rail 0.12"/24% 0.50"/100% Bottom rail 0.13"/26% 0.50"/100% 1n remaining direction - 50 lbs Left stile 0.0911/18% 0.50"/100% Right stile 0.0911/18% 0.50"/100% 2.1.8 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test A 1 through A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry Optional Performance 4.3 Water Resistance per ASTM E 547 with and without screen) 6.75 psf No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330 Deflections reported were taken on the meeting rail) Loads were held for 52 seconds) 25.9 psf (positive) 0.52" See Note #2 34.7 psf (negative) 0.75" See Note #2 42250,02-122-47 Architectural Testing Page 6of9 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: •H-R25 53 x 72 (Continued) Optional Performance: (Continued) - 4.4.2 Uniform Load Structural per ASTM E 330 Permanent sets reported were taken on the meeting rail) Loads were held for 10 seconds) 45.6 psf (positive) 0.03" 0.20" max. 52.1 psf (negative) 0.01" 0.20" max. Test Specimen #2: H-R35 52 x 71 2.2.2.6.1 Operating Force 20 lbf 30 lbf max. 2.1.2 Air Infiltration per ASTM E 283 1.57 psf (25 mph) 0.12 cfm/ft2 0.3 cfm/ft2 max. Note #1: The tested specimen meets the performance levels specified in ANSIMAMAINWWDA 101/I.S.2-97 for air infiltration. 2.1.3 Water Resistance per ASTM E 54.7 with and without screen) ' 2.86,psf No leakage No leakage 2.1.4.1 Uniform Load Deflection per ASTM E 330 Deflections reported were taken on the meeting rail) Loads were held for 52 seconds) 15.0 psf (positive) N/A See Note #3 15.0 psf (negative) N/A See Note #3 2.1.4.2 Uniform Load Structural per ASTM E 330 Permanent sets reported were taken on the meeting rail) Loads were held for 10 seconds) 22.5 psf (positive) N/A See Note #3 22.5 psf (negative) N/A See Note #3 Note #3: The client opted to start at a pressure higher than the minimum required. Those results are reported under "Optional Performance". 42250.02-122-47 Architectural Testing Page 7of9 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #2: H-R35 52 x 71 (Continued) 2.2.2.6.2 Deglazing Test per ASTM E 987 In operating direction - 70 lbs Interior meeting rail 0.12"/24% 0.50"/100% Bottom rail 0.13"/26% 0.50"/100% In remaining direction - 50 lbs Left stile 0.0911/18% 0.501,/100% Right stile 0.0911/18% 0.50"/100% 2.1.8 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test A 1 through A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry Optional Performance 4.3 Water Resistance per ASTM E 547 with and without screen) 6.75 psf No leakage No leakage 4.4. l Uniform Load Deflection per ASTM E 330 Deflections reported were taken on the meeting rail) Loads were held for 52 seconds) 35.3 psf (positive) 0.72" See Note #2 47.2 psf (negative) 1.13" See Note #2 4.4.2 Uniform Load Structural per ASTM E 330 Permanent sets reported were taken on the meeting rail) Loads were held for 10 seconds) 53.0 psf (positive) 0.08" 0.20" max. 70.8 psf (negative) 0.08" 0.20" max. Architectural Architectural Testing Test Results: (Continued) Paragraph I Title of Test - Test Method Results Test Specimen #3: H-R45 53 x 72 Optional Performance 42250.02-122-47 Page 8 of 9 Allowed 4.4.1 Uniform Load Deflection per ASTM E 330 Deflections reported were taken on the meeting rail) Loads were held for 52 seconds) 45.0 psf (positive) 1.20" See Note #2 47.2 psf (negative) 1.05" See Note #2 4.4.2 Uniform Load Structural per ASTM E 330 Permanent sets reported were taken on the meeting rail) Loads were held for 10 seconds) 67.5 psf (positive) 0.15" 0.20" max. 70.8 psf (negative) 0.05" 0.20" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years from the original test date. The above results were secured by using the designated test 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. This report may not be reproduced, except in full, without approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC: Ofpifaly Sipwd by lwsrYe M roWm h Jeramie D. Grabosch Technician JDG:jdg/vlm w . .:... , : %:. .. .. . j... . .... ... , :.: . , - -, -: -, -, - .; .. . ... ... ... . ... ... : .- aIShirn. as. t h. rislovotion, requirea, a ear 6AChor' at: shown',i with load booting: shim A" c oncrolf diP7. Mawity co, 2 .nchor.., must: -be. a du c ant. lengM to.'PrcivideI: v i /4-.*:'ii in..J inibidririenv- Into cicineieti: 3. Co6lki b4twe winfidnoe ohd buck 6 o4 ul..'.parlmeteriot window Co&dk, 9stalift &,ck*,-,.,. I exact '.window' spz&., is: no g•jy ni, uve $a, anchor.: quan OPaMasonY. on ry oning. - r ....... in cliart T. ....... D.Y. Oth.; 6': Gloss: thickness: jil" wo ith: win dot'size'i an must.: wo...... . Wood'llhiiek bi Othetv', 4 "L, e: fter. designations;, on the,'. too conii locat•ion' chart indicatt. where. on fi'or's''o're. Installed `uisip'.g.'th' - t.a to: be. ai?,vqtlqn- 09 0 k designated. for8' f6c1pri., applied: holeto c iould be. illed''with'-:t.,-: of-' ment n at woodI s, Parknoter Coulk. By 0tt Mao 60ta,ton elmon Co C D:: 8 C' W:-- Ds i Z E SUCK A a 37 3/6 , C: 1); SMlW 34: 52 52 ' 1/01 /9 a 40 5/9* C0 345 52'1/8 2.55 8 , 1/ 4, opton : a. A i. 36i5Z ' IS. a ;82 I. 1/4 Tilows 01~6106, Wood 0 2050 14 2- ii . 60,13111 C. D.- 3040 C! D Couit 1/2 1 8013/ -is a t:.: rk and hq:: 1/24 72 13/16 0 0 - 61 1Aii.Z L.C. 4050013/16 J.1 V: D, TAPCONMASONRY SCI lNcLqOf.; c RAWL SIMPSON— ouiw mail Rtlod &A two in PsF.. INSTALLATIOW RUCT10NS, t.! F ST ASCH IT-11- HUNG 5 FLAN* G E...".. -S I N G L E.' 10NE. BCIS Home Log In Hot Topics ; Submit Surcharge Stats & Facts Publications FBC Staff 130.1 Product Approval USER: Public User Prod uct._Approva I.. Menu > Product. or Application Search > Appl ica ti on.. List > Application Detail FL Application Type fr .. . ..: ZrW Code Version Application Status t Comments Archived Product Manufacturer Address/Phone/Email 0NW, W- j,-.;.-,- Authorized Signature ah EI ftl' M; Technical Representative Address/ Phone/Email Quality Assurance Representative 1W, " tid i 6100YEE Address/Phone/Email 40, Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (6f Standard) FL5438 New 2004 Approved r— MI Windows and Doors 650 W Market St Gratz, PA 17030 717)' 365-3300 ext 2564 bdoyle0mihp. com I Brandon Doyle bdoyleCcbmihp. com Windows Single Hung I Certification Mark or Listing American Architectural Manufacturers A! Standard 0 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ANSI/AAMA/NWWDA 101/I.S.2 Method 1 Option A 109/22/2005 10/14/2005 10/07/2005 10/17/2005 Summary of Products Go to Page F- 0 FL # Model, Number or Name Description 165 Triple with Continuous 106x72 Insulated SSB AnnE5438.1 Head and Sill Limits of Use (See Other) Approved for use in HVHZ: Certification Agency Cert Installation Instructions Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: R-20* DP-31.4 Per manufacturers installation instructions. PTID_5438_I_165,SH Flani Fastener Schedule.pdf PTID_5438_I_650. SH Flan4 Fastener Schedule.pdf PTID_5438_I_740-744 SH Fastener.Schedule.pdf PTID_5438_I_AAMA Chart Wi.ndows.pdf PTID_5438_I_Installation_i BetterBilt.Nail Fin. Alum Win PTIp_543$_I_Installation. i BetterBilt.Nail Fin.Vi.nyl,Win. PTID_5438_I_Installation i Na_il_Fin Alum Windows.pdf PTID_5438_I_Installation i Nail - Fin _ Vinyl..Windows.pdf Verified By: 5438.2 165/3000 Fin Frame Oriel 47x89 Insulated 3/16" Ann( Limits of Use (See Other) Approved for use in HVHZ: Certification Agency Cert Installation Instructions Approved for use outside HVHZ: Impact Resistant: Verified By: Design Pressure: +/- Other: R-30 DP-42.7 Per manufacturers installation instructions. 5438.3 165/3000 Fin Frame Oriel 40x90 Insul SSB Annealed ' Fixed r 1 Other: R-40 DP-47.2 Per manufacturers Iinstallationinstructions. 5438.9 3540 Fin Frame Triple with 08x72 Insulated SSB Anne Continuous Head and Sill F Limits of Use (See Other) Certification Agency Cert Approved for' use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: LC-35* DP-50 Per manufacturers installation instructions. 5438.10 4340 Fin Frame 36x62 Insulated SSB Annea Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-40* DP-55 Per manufacturers installation instructions. 5438.11 4340 Fin Frame 36x60 Insulated SSB Annea Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: LC-40* DP-55 Per manufacturers installation instructions. 5438.12 4340 Fin Frame 36x74 Insulated SSB Annea Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: LC-40* DP-47 Per manufacturers installation instructions. 5438.13 4340 Fin Frame 36x72 Insulated SSB-An nea Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-40* DP-50 Per manufacturers installation instructions. 5438.14 11455 Fin Frame 48x84 Insulated DSB Annee Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ:. Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-35* DP-47.2 Per manufacturers installation instructions. 5438.4 165/3000 Flange Frame 53x72 Single Glazed 3/16" . Beveled Buck Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-35 DP-47.2 Per manufacturers installation instructions. 5438.5 165/3000 Flange Frame 47x89 Insulated 3/16" Ann( Oriel Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-25 DP-34.7 Per manufacturers installation instructions. 5438.E 165/3000 Flange Frame 36x88 Insulated SSB Annea Oriel Annealed Fixed Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-35* DP-47.2 Per manufacturers installation instructions. 5438.7 113540 Fin Frame Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: LC-40* DP-47 Per manufacturers installation instructions. 5438.8 Fin Frame limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- 36x74 Insulated SSB Annea ertification Agency Cert Installation Instructions Verified By: 4x72 Insulated SSB Annea ertification Agency Cert installation Instructions Verified By: Impact Resistant: Design Pressure: +/- Other: LC-50 DP-50 Per manufacturers installation instructions. 5438.15 1455 Fin Frame 1154x9O Insulated DSB Annee Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: LC-35 DP-50 Per manufacturers installation instructions. 5438.16 11650 Fin Frame 53x90 Insulated SSB Annea Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: LC-30 DP-47.2 Per manufacturers installation instructions. 5438.17 11650 Fin Oriel 48x84 Insulated 3/16" Ann( Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-35 DP-47.2 Per manufacturers installation instructions. 5438.18 11650 Flange Frame J48x84 Insulated SSB Annea Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: LC-35 DP-47.2 Per manufacturers installation instructions. 5438.19 11650 Flange Frame Oriel 1148x84 Insulated 3/16" Ann( Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: Other: R-35 DP-47.2 Per manufacturers installation instructions. 5438.20 740/3740 Fin Frame 52x71 Single Glazed DSB W Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions FIG. I SERIES 470 SLIDING GLASS DOOR 2-PANEL AD CAULK m JOINTS m a a B I—N 8 x 3/4' B I RUN CONTINUOUS BEAD OF CAULK TOOLS REQUIRED PHILLIPS SCREW DRIVER SQUARE DRIVE SCREWDRIVER CAULKING GUN LEVEL FRAMING SQUARE DRILL 436 DRILL BIT W aIIy1 PARTS LIST, I - OPERATING PANEL I - SCREEN I - FIXED PANEL 1 - SCREW PACKAGE BOX CONTAINING, I - DUST.PLUG I - FRAME HEAD I - L-BRACKET I - FRAME SILL I - RETAINER BRACKET 2 - FRAME JAMBS WITH BUMPER 1 - THRESHOLD COVER MASTER FRAME Ac EMB Y , FRAME HEAD, SILL, LEFT JAMB AND RIGHT JAMB. PLACE FRAME VMS ON A FLAT SURFACE WITH INSIDE FACE DOWN. ASSEMBLE USING (2) M B x 3/4' PPMSMS AT EACH CORNER MAKE SURE CORNERS ARE TIGHT CAULK ALL CORNER JOINTS INSIDE AND OUT WITH A NON -HARDENING CAULK. (FIGURE • 1) Mac) N FRAME INei I I AT ON ;CHECK ROUGH OPENING FOR FLATNESS OF SILL, PLUMB AND SQUARENESS. ROUGH OPENING SHOULD BE 1/2' LARGER IN WIDTH AND HEIGHT THAN MASTER FRAME. THE OPERATION OF YOUR DOOR DEPENDS ON HOW WELL YOUR ROUGH OPENING IS CON- STRUCTED. RUN A CONTINUOUS HEAVY BEAD OF CAULK ALONG SILL If OPENING TOWARD OUTSIDE. PLACE MASTER FRAME 1N OPENING, MAKE SURE FRAME IS PLUMB AND SQUARE AND SILL IS SEATED INTO CAULKING. USE B B x L 1/2' PPMSMS TO SECURE.HEAD AND JAMBS. SHIM JAMBS AS NECESSARY. OO NOT SHIM OR BOW HEAD. SECURE SILL USING AB x I L/4' FLAT HEAD SCREWS. CAULK UNDER HEADS OF FLAT HEAD SCREWS. F IXEB PANEL INSTALLATION, INSTALL FROM OUTSIDE. STANDING OUTSIDE DETERMINE WHETHER PANEL GOES ON LEFT SIDE OR RIGHT SIDE. THE JAMB VITH THE INTERLOCK AND WEATHERSTRIP GOES TOVARD THE CENTER OF THE OPENING. INSERT TOP OF PANEL INTO OUTER CHANNEL OF FRAME HEAD. LIFT UP AND SWING BOTTOM IN. PLACE IN GROOVES IN FRAME SILL.(FIG.21 SLIDE PANEL INTO FRAME JAMB. SECURE WITH RETAINER BRACKET AND BUMPER ASSEMBLY USING 2-00 x 1/2'PPH$MS. FIG.4) INSTALL WEATHERSTRIP PLUG AT TOP OF INTERLOCK JAMB WITH 1-48 x i/2'PPHSMS (FIG.3). N SILL INSTALLATION INSTRUCTIONS HEAD f,i SWING IN ADJUST ROLLERS ATTACH L-BRACKET AT SILL END OF INTERLOCK JAMB USING PANEL ASSEMBLY SCREW AND B B X 1/2' PPMSMS. AS SHOWN IN FIG. 4). FOR SECURITY REASONS PANEL ASSEMBLY SCREWS ARE SQUARE DRIVE. INSTALL THRESHOLD COVER ON SELL IN LINE WITH FIXED PANEL USING 06 X 3/0' PPMSMS AND 436 DRILL. (FIG. 4) INSTALL OPERATING PANEL, STANDING INSIDE, POSITION PANEL SO THAT INTERLOCK IS TO CENTER OF OPENING. INSERT TOP OF PANEL INTO INSIDE CHANNEL OF FRAME HEAD. LIFT UP AND SWING BOTTOM IN. PLACE ROLLERS ON SILL TRACK. (FIG. 2) LATCH INSTALLATIUM , INSTALL LATCH HANDLE AS SHOWN ON PACKAGE. ATTACH KEEPER TO JAMB USING (2) • B x 1/2- SHEET METAL SCREWS SUPPLIED WITH HANDLE SET..(FIG.B5) ADJUSTMENT OF PANEL a , MOVE PANEL TO WITHIN 1/4' OF FRAME JAMB. THE VISIBLE CRACK SHOULD BE EQUAL FROM TOP TO BOTTOM TO ADJUST PANEL TURN ROLLER ADJUSTMENT SCREWS AT SILL END OF PANEL JAMBS. TURN CLOCKWISE TO RAISE PANEL; COUNTER- CLOCKWISE TO LOVER. (FIG.85)' SCREEN INSTAIIATIITN , SCREEN GOES TO SAME SIDE AS INTERIOR PANEL. STRADDLE OUTSIDE LEG OF FRAME HEAD WITH TOP ROLLERS LIFT UP AND SWING BOTTOM IN. LIFT BOTTOM ROLLERS ONTO TRACK. FIG. Y 2 ) ADJUSTMENT SCREWS ARE LOCATED AT TOP AND BOTTOM ENDS OF SCREEN JAMBS. TURN BOTTOM SCREWS UNTIL BOTTOM OF SCREEN IS ABOUT 3/16' OFF SILL. ADJUST TOP ROLLERS UNTIL PRESSURE IS ENOUGH TO PREVENT TILTING WHEN THE SCREEN IS OPERATED. ATTACH KEEPER TO FASTER FRAME JAMB USING 2 - B 6 x 1/2' SCREWS PROVIDED. CHECK LATCHING AND ADJUST STRIKE IF NECESSARY. WEATHERSTRIP PLUG Q M 8 x 1/2 PPHSMS FIG. 3 FRAME HEAD INTERLOCK NOTCHED BACK PILE WEATHERSTRIP FIG. 4 THRESHOLD COVER FIXED PANEL RETAINER BRACKET L-BRACKET OPERATING PANEL KEEPER q 8 x 112' PTHSMS ADJUST ROLLERS PN "-16-020 r.+ SLIDING GLASS DOOR NAIL FIN INSTALLATION 3 5/8'. SERIES 470 C 1 11 NAILING FIN SECT #6074 II 470 FRAME HEAD 4 9/16- 1 3/4- -I SERIES 452 NAILING FIN SECT 10488 T 452 FRAME HEAD 6/1/92 EACH NEW ALUMINUM SLIDING GLASS DOOR COMES WITH SLIDE IN NAILING FINS. THESE ARE THE THREE LONG PEICES OF L-SHAPED ALUMINUM THAT ARE PACKAGED WITH YOUR FRAME KIT. IF YOU ARE USING A BUCK TYPE INSTALLATION THE FINS MAY NOT BE REQUIRED AND YOU MAY DISCARD THEM. IF YOU ARE USING A FIN TYPE INSTALLATION, THE FINS MUST BE INSERTED INTO THE FRAME SECTIONS BEFORE ASSEMBLY. TO INSTALL THE FINS SIMPLY SLIDE THEM IN FROM THE END OF THE FRAME BARS AS SHOWN. THE GROOVES IN EACH SIDE OF THE FIN, SHOULD SLIDE OVER THE TWO LEGS ON THE FRAME THAT ARE TURNED IN TOWARD EACH OTHER. MAKE SURE THAT ALL FINS ARE INSTALLED SO THAT THEY LINE UP ALL THE WAY AROUND THE DOOR. THE FINS ARE REVERSIBLE SO THAT A DIFFERENT DIMENSION FROM THE EDGE OF THE DOOR CAN BE ACHIEVED IF DESIRED. END VIEWS OF THE FRAME HEAD FROM FOUR OF OUR DOORS ARE SHOWN WITH THE FIN INSTALLED. REFER TO THE APPROPRIATE ONE FOR PROPER INSTALLATION ON YOUR DOOR. 5 1/2" r, SERIES 490 III NAILING FIN 1 1/2' -I1 SECT /4005 490 FRAME HEAD s- 2 7/8- 1 I SERIES 480 PN 99-16 r 4 CONCRETE CR YAS3wY' OPENING BT OTHERS ONE 9Y WOODSICK0VOTHERS SH1M AS REO'0 - X Q SEE ROTES? STuCCO— ITT OTHERS PRIME TER CAULK By OTHERS IGLAZXNOSEENoTCSI - ES TERiOR V LIBERALLY AvPLr 4 CAULP)NG LWSER N;SETORSSILLITNBE0CIFCONCRETE CONCRETE OR MASONRY OPENINC BY OTHERS INSTALLATION ANCHOR '—INSTALLATIOR ANCHOR 3/16- CIA TAp07N 9B SCREw (I VIP. Stitt AS REDO ONE By 1.07HNNEREWCONSAREISE( NOTESI SOCK 3r OTHERS NOT R(0'0 ) ICAULKBETWEEN WOOO BUCK A MASONRY OPENING BY OTHERS I I-'f`-'. 0" FRAME- I O CCNCRE.TE OR YASAYNRr dAugl OPENING eY OTHERS II MAX. 1/.' CESHAMSPA 1 I INSTALLATION ANCHOR 5/1g- OIA. TAPCON SEC NOTCi) III 4 .. CAULX KTVXEv wow BUCK e I NAVY OPENWG Br OTHERS INSTAL:ATIOI ANCHOR 6e SCREW (TYP. WHERE TAPCONS ARE EXTERIOR NOT R(0'0.) DOOR FRAME 1-1/.' YN. Hf AO PERIMETER CA:ILA By OTHERS CMe(pYENT STUCCO BY OTHERS DOORHEIGIII 000N IROIH ._____. 1/.' MAA. SHIM SPACE OOCR FRAME 1 SILL I C IT v J V a v v INSTAL;ABHOR ARCM.M 1". SERER (TYP. WHERE TAPCON3 ARE NOT R(O'OI 1 TAPCON iNSTALLATION CHART CALL DOOR A N H A SIZE SIZE UP 705 "SF f SETOToeD itto 7D uv TODPSP OP PSf OP SF OP OP 506s AC. 01. YY 60 x eo 0 3 6066 XO. O%. xY 72 1 60 00 TO. 09. xY 96 k so 3 5 5 10066 X0, OR. XY 120 x 50 e f 7 6050 xO. 01, Xx 6o 1 es 5 5 3 5 eon XO. 0.• xx 12 x 96 2 3 eo60 XO. 01. x% 96 1 96 S 5 04 x 120 % 96 a 6 7 Ox0 1-v. x 9o" OXO Tog -).1. X 60 5 6 1206E OAO 145-31. It 60 7 7 9 1 Imes ONO 1e1-1/• % W s 10 1T x 76e0 0x0 91-y. x 9e S 5 3 3 9060 OTTO 109-)/. Y 96 5 3 6 5120MOXO5-1)H x 9e 7 e 9tY1115 S n. ; 5 T— goes AIX 105-.JI. X so 6 3 611206EXIA1.2-.n. 1 60 7 7 e 1506E XTx 176-./I. 1 s0 6 to It 76M nx ee/H x gp 5 5 5 5 Soso )DX 106-.n. 1 9e 3 I 6 5 12o00 lux 7-.n. A 66 7 s 9 5 12,080 MITT 11 1) 3 1200E OXYO, XXXX I44-5A ITGO 7 7 0 A 1606E OXXO. EXXX 192-IA % 60 9 10 12 tom OxxO. xxxx 120-1A A 95 6 6 7 5tW;; OYXO. kx.. AIT17 s 9 X LI x 1 2-/ X 9 t2 1. 5 tmQxDCYR YATERIALLUU U. ALLOT 6W3. 2) IAPCOH Ttvt RSTALL.XCH ANCHORS YUSI H OF SUFI.CRIT UMCIN TO ACTT E .. (.KGA ENT or ' .10 MASOVIT a CORONER. 2) µIERNAN IAKVN N3'µLAIM WCHON FRONT 10 fACK M ALL M LrMAYIYiERSUSE LATEX CAI" fa PUMETEA SEAL WIDUND C.TVA R or COOL 5) I CXKT 0000 SIC 19 NOT LISTED N ANCHOR CHART. USE AN01011 GLNANTIfl LISTED MIN NEXT LARGER $121. Fa I%[ APPRONN.: E DESIGN PREME R EIM 61 SNOLC CAA:NO SNOLW. NSUAUTCO GLAZNG ALSO APPROVED. ICNACREO CLASS T•ACNYESS WAY VARY PER KEOU. RULNTS OF ASTY E13W GLASS OIARTS. ry ALL FACTORY APPtCO TOLES MOF 0C9(AIO FOR TAPC4N AACHa SIOAS R Fx1E0 AN 9g SCII(K OF SUmOENT CVCTN TO PROWS AN S/6' ("MMENI NTD WOOD GUCK. 6) JAM9 / SAL CORWRI ARE t0 or X m ArmA SMALL NONE SCAM SERER. V SOY AS REOU AT (.. SET Of NSTALLA%ON ANCHORS. YAA. AtLONABL( S.N StA;X TO 1R 1/4'. 10) . ALL ASiµLA00N AN04ORS LPJST CE MACE OI C01MOSO4 RESSIWT WTC71ALS II) WERE -i "[SENT$ YOLUIG PANE, AND'T 9OPKSENTS If1E0 PANEL .PPRSM:O CO IFI:LRAT10NS ARE AS LISTED 01WSTALLADONPART, 121 NO? ALL CZeARATIONS LISTED AEOVE AK 940M ON INNS DRA.RIC. WVEISA NSTALLANCH SECTIONS *k-A e MN. ' 11- 6• APPLY TO NSTALLAIIDII OF ALL AMWWO CONTI(WRANO.i NI t2) YAA µLONAKC SPACING KTW(N T.PCa ANCHORS TO K 21' OC NO SERIES 470 UONG GLASS DOOR IS 9"" INS PRAI .LSO APPLES RO 4 20 a ..O SERFS. 151 NN(R( Goa NS &STALLED N UOOC FRAY( STRUCTURE. USE 910 SCREWS Of SWFg(NI LENGTH TO ACEVE I - !A' NW FN6CG1[NF NTO SUESTRAR. PLACE Ito SCREWS 5' FROM CaKRS a :.• OC. MAx INSTALLANCN ANCHOR 3/ 00- CAA. IAPCON 1 DOOR YROTN COOK EXTERIOR ELEVATION TYPICAL SLIDING GLASS DOOR INSTALLATION FOR STUCCO CONSTRUCTION CAULK DRYWALL TYP. HEAD DETAIL IN EACH DIRECTION FROM ALL CORNERS THERE MUST BE A FASTENER WITHIN 10 INCHES, BUT NO CLOSER THAN 3 INCHES, TO PREVENT FRAME DISTORTION OR FRACTURE OF JOINT SEALS. SECURE THE FULL PERIMETER WITH EQUIVALENT OF 6d FASTENERS ON A MAXIMUM OF 16 INCH CENTERS. SCREWS SHOULD BE PLACED IN FABRICATED HOLES ON SOME SPECIFIED SERIES. PRESSURE TREATED LUMBER vo 8 X 1 1 /2" PAN HEAD SILL DETAIL STUCCO HOME PROM T STUCCO EXTERIOR J CAULK PRESSURE TREATED LUMBER MASONRY # 8 X 1 1/2" PAN HD. OPENING JAMB DETAIL DRYWALL FRAME OPENING MASONRY OPENING DRAWING # I: \INS\INSO4707A SERIES 470 SLIDING GLASS DOOR RO•ror. w...*win Os COmmunl'ty Affairs BUILDING CODES FLORIDACOMMUNITIES TRUST FRONIPORCH FLORIDA NEWS FREQUENTLY ASKED QUEST IONS ABOUT OUR SECRETARY E-MAIL THE SECRETARY INSPECTOR GENERAL WEB ASSISTANCE CONTACT US OUR LOGO DCA EMPLOYEE SERVICES Ilk 4yFN•vl BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCI! Pro duct Approval USER: Public User Pn')dtiCt E,plroval Menu > PruCluct. or Appla-ation Search > Application i.is; > Aciplicacton History > Applie FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL5483-RO New 2004 Approved MI Windows and Doors 650 W Market St Gratz, PA 17030 717) 365-3300 ext 2564 bdoyle@mihp.com Brandon Doyle bdoyle@mihp.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers A! Standard Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products ANSI/AAMA/NWWDA 101.I.S.2 Method 1 Option A 09/23/2005 10/14/2005 10/07/2005 10/17/2005 FL # Model, Number or Name liDescription 5483.1 420/430/440 OXX Aluminum Single Glazed 3/16F- Patio Door Limits of Use (See Other) Certification Agency Cert Approved for use in HVH2: Installation Instructions Approved for use outside HVH2: PTID.._5483_I_420-430-44( Impact Resistant: Fastener Schedule.pdf Design Pressure: +/- PTID_5483._I__470 SGD Tal Other: R-35 No reinforcement DP-35. Per Schedule.pdf manufacturers installation instructions. PTID_5483 I_AAMA Chart Doors.pdf Verified By: 5483.2 420/430/440 XOX Alumi 1144x96 Single Glazed 3/16' Patio Door Limits of Use (See Other) Certification Agency Cert Approved for use in HVH2: Installation Instructions Approved for use outside HVH2: Verified By: Impact Resistant: Design Pressure: +/- Other: R-40 with Steel and Aluminum Reinforcement DP-40.1 Per manufacturers installation instructions. 5483.3 470/452 XO Aluminum Patio 96x81 Single Glazed 1/8" T, Door Limits of Use (See Other) Certification Agency Cert Approved for use in HVH2: Installation Instructions Approved for use outside HVH2: Verified By: Impact Resistant: Design Pressure: +/- Other: R-25 DP-31 Per manufacturers installation instructions 5483.4 485/3485 XO Aluminum 1172x8O Single Glazed 5/32" ' A JjPatio Door II Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-55 DP-74. Per manufacturers installation instructions 5483.5 910/3910 XO Vinyl Patio 72x80 Insulated DSB Temp Door Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-30 DP-41.2. Per manufacturers installation instructions. 5483.6 910/3910 XO Vinyl Patio 60x80 Insulated DSB temp( Door Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-35* DP-47.2. Per manufacturers installation instructions. 5483.E 955 OXO Aluminum Patio 180x96 Insulated 3/16" Ter Door Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: C-30 DP-30 Per manufacturers installation instructions. 5483.7 955 OXO Aluminum Patio 107x96 Insulated 3/16" Ter Door Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: C-50* DP-50 Per manufacturers installation instructions. 4K ' ..