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Home My WebLink About120 Anderson Cir' PLEASE CALL ;N @ 4Ot7- 4.68-111.1 WHEN READY...,,&8NKS CITY OF SANFORD PERMIT APPLICATION Permit # :_ �� `i' / Date: n �� --. � RECEIVED Job Address: (2 /� 1 J`t C dP_f%--Qr) C f r. Description of Work: Historic District: Zoning: Value of Work: $ 71 2 9 2006 Permit Type: Building XX 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 Calc. 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 Total Square Footage: Construction Type: 9 of Stories: # of Dwelling Units: Flood Zone (FEMA form required for other than X) Parcel #: V V I I Owners Name & Address: (Attach Proof of Ownership & Legal Description) Phone: "—tU f —%_Vgt ) YV 1`� Contractor Name& Address: LOWE' S Peter Anothy CafaroI I I 4948 Tell son Place . ORLANDO. FL 32822 407=467-2643/407-327-0910 Phone & Faz: Contact Person: Bonding Company: NA Address: Mortgage Lender: NA Address: _ Architect/Engineer: NA Address: 5mAe-t.9canseNetnber- CGC 1508417 MINDY HOLMES Ip,,,,_ 407 468-1011 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 commenced 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. I 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 I 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 chis 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 l will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Co tract'dwent is�rt► &s6ot;Fj?a Produced ID APPLICATION APPROVED BY: Bldgtn `8t OG Zoning. Utilities: FD: e, (Initi1 & Date) (Initial & Date) (Initial & Date) (Initial & Date) .Special Conditions: Improving Home Improvement 4948 Tellson PL Orlando, Florida 32812 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney To: Building Department From: Peter Anthony Cafaro III S 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 SG YT1% rj for a LorNobLt'119permit for work to be performed at a location described as: (Address of Job) !n n cir (Owner of Property) 1 Lc And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony aro I: Area Installed es 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 Ell, who is personally known to me and who did not take an oath. Sworn to and subscribed before me this"'day of 1j u42006. =teFionda � o,g Q 387355No.public�'+of fig° 5 My commission expires Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 http-//www. scpafI.org/pis/web/re_web. sem inole_county_title?parcel=3519305220E... 8/29/2006 13 C 1. ie d s DAYID JOHHSom. CFA, ASA 19 a4 -- PROPERTY ' APPRAISER SEMINOLE COUNTY FL, 19 2 y F 1, 4 1101E, FIRST ST 19 6 1 i 5 SANFORD , ANFORD, FL 32771-1 46+8 407-665-7506 7 16 6 4 6 Fa 1.s E7 4 2006 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 35-19-30-522-OE00-0020 Depreciated Bldg Value: $89,224 Owner: HOSS JULIA Depreciated EXFT Value: $720 Mailing Address: 120 ANDERSON CIR Land Value (Market): $25,000 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 120 ANDERSON CIR SANFORD 32771 Just/Market Value: $114,944 Subdivision Name: COUNTRY CLUB MANOR UNIT 3 Assessed Value (SOH): $65,415 Tax District: S1-SANFORD Exempt Value: $25,500 Exemptions: 00 -HOMESTEAD Taxable Value: $39,915 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 10/2001 04244 1535 $67,900 Improved Yes Tax Value(without SOH): $992 WARRANTY DEED 09/1995 02970 1508 $48,000 Improved Yes 2005 Tax Bili Amount: $634 QUIT CLAIM DEED 02/1994 02727 0563 $100 Improved No Save OurNomes (SON) Savings: $358 WARRANTY DEED 05/1991 02301 1963 $43,900 Improved Yes 2005 Taxable Value: $38,010 WARRANTY DEED 07/1982 01404 1620 $37,900 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land ..................... ....................... PLATS: Pick... Method Units Price Value LEG LOT 2 BLK E COUNTRY CLUB MANOR LOT 0 0 1.000 25,000.00 $25,000 UNIT 3 PB 12 PG 76 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1960 5 972 1,474 1,132 BOCK ONC $89,224 $120,573 FAMILY Appendage I Sqft SCREEN PORCH UNFINISHED / 102 Appendage 1 Sqft UTILITY UNFINISHED / 110 Appendage I Sqft ENCLOSED PORCH FINISHED / 160 Appendage I Sqft CARPORT UNFINISHED/ 130 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Pe rynits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM CARPORT W/SLAB 1979 70 $182 $455 WOOD UTILITY BLDG 2001 112 $538 $672 E: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for adrem F tax purposes. http-//www. scpafI.org/pis/web/re_web. sem inole_county_title?parcel=3519305220E... 8/29/2006 11657-hoss, lotus -8-29-06 (1 72 812 80012 tiff) [2] 2006-08-29 06:41 --,— 407-430-4069 16 -INSTALLED 5AL -- T; tib ;;;:::;: - a' I NTtACTN 21465" 5' CO66 ................ F • INSTA�-+ "y{.F$ .• •EL`IALIS CIJFT ER _ _ • "• � • •" _ - 7 DRE33STMDRESS . 1 n T r ... �Yv "•'y• T EPHDNE Z / i DAIF LOYJ! 6WFMCTOR i ICFNSE NUNtBERj' otdtA JC C011'rStetei: !','iL.'Cf"1�'J...�y-•►4trTAIYwi$QDld.1,tfcC+rtl�,j_1_�,k180Gfi�nn�F(q.'.'." .....r'�...•�i � n:.i �:li:.isp�y„✓ ir�y�i+�acs'bicnecco�m j:�b�ioin;>area+s...RF,il;diri6x:. i :Gi�berxl .{g5t[liF,��s ��?remisao�•�1;t�faiiow_1a93y#�)tk?adtait�treasi :.: :.; - :rnFGr arx87F&& _ CRY ATF 21p _- . _ _ ....._ ...... , ...--Te+:-- ...'�•-•. .. _::.ter.--�,-,..�• Add/tlgFraJ Specifications: The Environmental Protection Agency (EPA) has requested that h Marls y�J, Lowe's notify installation customers that a lead based paint hazard may exist in dwellings built "T. rlor M 978. See p pamphlet EPA 747 -IC -99-001 for details. �•,„: ' i44 I - Work is to commence upon reasonable availability of Contractor v Estimated eompladon. data Is - . :: [1111 In I NOTICE TO CUSTOMER All items listed in this contract and spacirication sheet(a) are to be instal contract form. This assumes sound existing substructures, superstruch by defective substructures, superstructure, points of attachment, or the DO NOT SIGN THUS CONTRACT UNTIL COMPLETE AND 1 REVERSE SIDE OF THIS CONTRACT. BY SIGNING BEL STAND AND AGREE TO THE TERMS AND CONDITIONS ENTITLED TO A COPY OF THIS CONTRACT AT THE TIN WITNESS OUf1 HAN SEALS) THIS r 0AY i FILE COPY L i nl , n �/j vi S PEE R M 1 010 F rl" I c t MAPTCLV P 1/3 11657-hoss, lotus -8-29-06 (1728x2l88x2 tiff) 2006-08-29 06:41 407-430-4069 1657 -INSTALLED SALES SSZR135A LOWERS HONE CENTERS, INC. SAF 1657 PAGE: 1 DATE: 08/29/06 3780 ORLANDO DRIVE SANFORD FL ORDERED FOR: ROSS, LOTUS (407)430-4060 ADDRESS: 120 ANDERSON CIRCLE SANFORD \000 32771 PHONE: (407)688-7374 VENDOR NAME: HOLMES, NAN CONTACT: ADDRESS: ATT PHONE: (407)468-1010 ORLANDO FL 32818 FAX: (407)296-2960 PROJECT: 164820118 PERMIT FEE FOR WINDOWS LOWES PO: 24413074 LOWES INVOICE: $4882 ASSOCIATE: SEAN GIBSON EST DELIVERY: 08/29/06 AR NUMBER: QTY ITEM -------------------------------------------------------------------------------- ITEM DESCRIPTION SIN VEND PART# COST EXT COST 1 147142 PERMIT FEE FOR WINDOWS PERMIT WINDO 100.00 100.00 FREIGHT $0.00 TOTAL $100,00 i nl , n �/j vi S PEE R M 1 010 F rl" I c t MAPTCLV P 1/3 AL 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) Reference should be made to ATI Report No. 42250.02-122-47 for complete test specimen description and data. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www. a rchtest. corn C97Y OF 50si= Summary of Results Title Test Specimen #1 Test Specimen #2 Test Specimen #3 Description Flange - Equal Lite Fin - Equal Lite Flange - Oriel Rating H -R25 53 x 72 H -R35 52 x 71 H -R45 53 x 72 Operating Force 191bf max. 20 lbf max. N/A Air Infiltration 0.11 cfin/ft 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 psf +35.3 psf -47.2 psf +45.0 psf-34.7 -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 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www. a rchtest. corn C97Y OF 50si= Architectural Testing ANSU A 101/1.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: 42250.02-122-47 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 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com 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: 42-7/8" 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 Test Specimen #3: H -R45 53 x 72 Overall Size: 45" 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 26-13/16" 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 Quanti Location 0.187" backed by 0.330" high 1 Row Fixed interlock polypile with center fm 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 `1 cay Alk Architectural Testing Test Specimen Description: (Continued) Weatherstripping: Description Quantity Location 0.187" backed by 0.250" high 1 Row Operable sash stiles polypile with center fin 0.187" backed by 0.375" 1 Row Bottom rail diameter hollow vinyl bulb seal 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 operable sash was constructed of extruded aluminum. Corners 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 Metal cam lock Plastic tilt latch uanti Location 2 6-1/2" from ends of interior meeting rail attached with two #8 x 1/2" screws 2 Spring loaded cast metal pivot bar 2 Spiral balance L Ends of interior meeting rail attached with one #8 x 1/2" screw and the sash corner screw Ends of bottom rail staked in place 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/ftz 0.3 cfm/ftz max. Note #1: The tested specimen meets the performance levels specified in ANSI/AAMA/NWWDA 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 ANSI/AAMA/NWWDA 101/I. 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 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 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% In remaining direction - 50 lbs Left stile 0.09"/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 Al 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 IV 301bf max. 2.1.2 Air Infiltration per ASTM E 283 1.57 psf (25 mph) 0.12 cfin/ft2 0.3 cfin/ft2 max. Note #1: The tested specimen meets the performance levels specified in ANSUAAMA/NWWDA 101/LS.2-97for 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) 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) Para raph 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 0.09"/18% 0.50"/100% Right stile 0.09"/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 Al through A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry Ootional 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) 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 Testing Test Results: (Continued) Paragraph 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: Dgif* Signed by'. A mie D. Grabosch Jeramie D. Grabosch Technician JDG.jdg/vlm 2. a66N Skjned Mr• Seven K urich Steven M. Urich, P.E. Senior Project Engineer -Pre-Cost Sxl�' ey.Other: Cou14 Bet em Flange end Pre -Cost SRI .` C C EXTERIOR` ELEVATION cozeZ' Ott INSTALLATION INS .TRUCTI ONS ' & FASTENER SCHEDULE '' 1/15%02 1 •.Shim as required. at each. ins of ation anchor; as shown with. food beoring shim. 165 FLANGE SINGLE HUNG NONE'' Y or 1i 1INS.T165 Z.? Anchor.'must be of sufficient length; to provide 1, 1/4 min:.. embedment Concrale or, Masonry Opemng' Tapson'.:: ;'into Masonry or. Cahcret e: �::�1. 1 I. Caulk', between: windowAonge and buck. g c 4l Caulk`full...Del imeter, of. :Window . V Caulk"BKween Buck ° S'.If[exoct:window size is not.. given, use onchor quantity for Q and Mosonry opening next larger. Window: in. chort.. $ By oin. e 6 .Gloss thickness will vor with window size and desi n food, and must com I with ASTM 61300.:. Y g ` P Y `. 1OXll1J57l7!?�111LU `. Wood Buck by Others 7 Letter designations.: on the location chart indicate where c a o .topcon anchorsare to be.instolled: using the elevation: as, q.. 'key, 8 All factory applied; holes not designated for: topcon': should be filled with L d #8 screws, o! sufficient Ith,'.,to provide 5/8.. rT1in.. embedment into: wood buck. • PerimBeeter Caulk: By Others Also tween Ronge and busk : Concrete or Masonry Opening TAPCOhl, LOCATION CHART.., ,Heo,,t l: Outside Oimans ort —�-r -PENETRATION i MIN CODE :SIZE .WINDOW ID..`-_.::-. ''.. SIZE .:UP TAPCON' LOCATIONS TO OP35:. OP35.1 TO.OPSO Paimeib Caulk 12 18. 1/8 x.25 C, 0 C; D' N Caulk Between 13 18. 1/8 x' 37'3/8 C; D C. 0 yq Flange Eno suck 14 78.1/8 x 49 5/8 C; 0 C O `:. Flange Type ,.,� a G O'. 15 18 1/8 x'.62:' 18' 1/8 x. 7t`. 1/4 C, D r_.; D C o C, D.-. .... Window Head. .. ..:�:- 1/2 32 25: 1/2 x 25 C. D I/2. 33 25.1/2 x 37 3/e C;. 0 C, D . 112 34 25'1/2 x.49 5/8 C, D C, D 0 1 /2, 35 25 1/2, x 62 . C, 0 C, 0 JOm� d o ° 1/2•. 36 22 25 1/2 x 77 1/4 C; 0 B, C, o 38 x 25 Ci D C Q E ra i 23 38'..x 37 3/8 d 2a 38Ci x 49 5�6 C. 0 ID 4: a 245 !36x551 t u n 15 36 x 62— C. D B, C. 0 8 y a 26 38 x 71 1/4, . B. C, b. A C. D' . 32 52 1/8 x 25. Close as Requited 3 Ta 'S V.. v. 33'. 34 52.1/8 x 37 3/6 52':1/8 x.49 5/8 C; 0 C. 0 C D 8, C, D' BUCK d 0 345 52' 1/8J4 !3 . C 4i 6, C, D', 35' 52.1 /8 E 62 : 4i h C; O: t T6peon 36'52 i B- w 71. 1/* L',:: !, t,1,- . A, B;. Co D. Flange Type Stu -Inside 0 menslon Wood Buek By Others_..' 2050 3040 4 1%2 x B0 13/16 6,1/2 x 48.13/16 C, 0 Cr:D C, 0 C, D%_ f Window Frame Caulk Between 3050 6; 1/2 x 60' 13/16 C. D B C, 0:: ._ Buck and Opening: 3060 6:1/2' k. 72 1}J16 Or C, ,. B C. D'. Perimeter Caulk SIII :- ._. D D 4050 8: 1 J2. x:60:.13/16 B.'. C; 103: • , B C; D: By. Others -•..v c 5tod By Others A VTAPCON" TYPE H ARDENED: MASONRY' SCREWS .. INCLUDE' TAPCON, RAWL, & SIMPSON. . C '• i3 B Design Pressure wiues listed obove we In PSF • -Pre-Cost Sxl�' ey.Other: Cou14 Bet em Flange end Pre -Cost SRI .` C C EXTERIOR` ELEVATION cozeZ' Ott INSTALLATION INS .TRUCTI ONS ' & FASTENER SCHEDULE '' 1/15%02 165 FLANGE SINGLE HUNG NONE'' Y or 1i 1INS.T165 ,..;:a,:�TS*.��^�1,110 ME .'�is �� s'ten v9:: ��r •e „ Y-. i'o�..0 t7: � ` - BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff I BCI' a Product Approval USER: Public User Product. -Approval. Menu > Product or Application Search > Application..List > Application Detail Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL5438 New 2004 Approved F MI Windows and Doors 650 W Market St Gratz, PA 17030 (717) 365-3300 ext 2564 bdoyle@mihp.com Brandon Doyle bdoyle@mihp.com two Windows Single Hung Certification Mark or Listing American Architectural Manufacturers A! Standard s FL # Application Type y Code Version } Application Status ";yo >ds Comments Er KI Archived Product Manufacturer Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL5438 New 2004 Approved F MI Windows and Doors 650 W Market St Gratz, PA 17030 (717) 365-3300 ext 2564 bdoyle@mihp.com Brandon Doyle bdoyle@mihp.com two Windows Single Hung 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 ANSI/AAMA/NWWDA 101/I.S.2 Method 1 Option A 09/22/2005 10/14/2005 10/07/2005 10/17/2005 ,Summary of Products Go to Page + FL # Model, Number or Name Description 5438.1 165 Triple with Continuous 106x72 Insulated SSB AnnE Head and Sill Limits of Use (See Other) Approved for use in HVHZ: Certification Agency Cert Installation Instructions Approved for use outside HVHZ: PTID_5438_I_165 SH Flani Impact Resistant: Design Pressure: +/- Fastener Schedule.pdf PTID-5438_I-650 SH Flant. Other: R-20* DP -31.4 Per manufacturers installation instructions. Fastener Schedule.pdf PTI_D_5438_I_7407744 SH --fastener Schedule..pdf PTID_5438_1_AAMA Chart Wi-ndows.pdf PT1D_5438_I_Installation_.i BetterBilt Nail Fin Alum Win PTID_5438-1_Installation. i BetterBilt Nail Fin Vinyl -Win. PTID-5438_1_Installation i Nail_Fin Alum Windows.pdf PTID_5438_I_Installation i Nail.-Fin_Vinyl_Windows.pdf Verified By: 5438.2 165/3000 Fin Frame Oriel 147x89 Insulated 3/16" Ann( Limits of Use (See Other) i Approved for use in HVHZ: Certification Agency Cert Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-30 DP -42.7 Per manufacturers installation instructions. 5438.3 11165/3000 Fin Frame Oriel F40x9O Insul SSB Annealed ' Other: R-40 DP -47.2 Per manufacturers installation instructions. 5438.9 3540 Fin Frame Triple with 108x72 Insulated SSB AnnE Continuous Head and Sill 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: +/- 1 Other: LC -35* DP -50 Per manufacturers installation instructions. i 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: Resistant: `Impact 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: Pressure: Other: LC -40* DP -47 Per manufacturers 11�Design ' installation instructions. 5438.13 4340 Fin Frame 136x72 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 -50 Per manufacturers ®n installation instructions. cW t 5438.14 455 Fin Frame 48x84 Insulated DSB AnneE j Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: f impact Resistant: Design Pressure: +/- Limits of Use (See Other) Certification Agency Cera 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. 5438.4165/3000 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" Anne 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. 5438.6 165/3000 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 3540 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. 5438.8 3540 Fin Frame --44x72 Insulated SSB Annea j Limits of Use (See Other) Certification Agency Cert i Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: f impact Resistant: Design Pressure: +/- Impact Resistant: Design Pressure: +/- Other: LC -50 DP -50 Per manufacturers installation instructions. 5438.15 11455 Fin Frame 54x90 Insulated DSB AnneE Limits of Use (See Other) Approved for use in HVHZ: Certification Agency Cert 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) Approved for use in HVHZ: Certification Agency Cert Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: LC -30 DP -47.2 Per manufacturers installation instructions. 5438.17 650 Fin Oriel 148x84 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: +/- 1�j Other: R-35 DP -47.2 Per manufacturers installation instructions. 5438.18 650 Flange Frame 48x84 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 J650 Flange Frame Oriel JF48x84 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. h,� ° , i�.`,N L ,, A Mt �� 5438.20 740/3740 Fin Frame 52x71 Single Glazed DSB T Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions