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HomeMy WebLinkAbout1101 Scott Ave-7 Permit # :[ ) I Job Address: //0 Description of Work: _ Historic District: CITY OF SANFORD PERMIT APPLICATION 7Date: f \ �`% d W 57 5 Total Y-7.?—,70 Square Footj e Zoning: Value of Work: S 7 -7� C� Permit Type: Building V Electrical Electrical: New Sen -ice — _of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial:= of Fixtures Plumbing/New Residential: =of WW Closets _ Occupancy Type: Residential Y Commercial Construction Type: # of Stories: Owners Name & Address: Mechanical Plumbi Addition. Alteration _ Replacement Ne of Water & Sewer Lines Industrial of ilm-eDing Units: ng Fire Sprinkler;Alartu —Pool Chance of Service Temporary Pole _ w (Duct Layout & Energy- Calc. Required) of Gas Lines Plumbing Repair — Residential or Commercial _ GC-f!v_!- SGC Flood Zone: (FENLk form required ) THD At-Hoine Phone: iT l l' ✓"" —�'� T"� / Contractor �N/ame & Address: ' �3 -� 0 %`I Road,6422 Hamey W e' State License Num ber. �J d 7O $ )3' a --Phone & Far.— d P act Person: Phone: Bonding Company: +V/� Address: Mortgage Lender: N Address: Arch itect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet 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 this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptancef permit is verific. ion that I will notify the owner of the_property of the requirements of F rida : ��n Law, FS 71 1117107 re o Cr ent Date Signa a of Contractor/Agent Date 0-1 //0 ( Print Owner/Agent's Name , �Co for/Age's N � i / Signaturcof Notary -State of Florida DOW agllllp y, t+� s %S �s Owner/Agent is _ Produced ID"11q APPROVALS: ZONING: Special Conditions: Rev 03/2006 CommO D00505376 Expires IMM10 #p1t"(800)432-4254: i a aryAIr�C rrl aei S 6ture of tary Stad of Florida Contractor/Agent is _ ersonally Produced ID ENG: I7 ..nnn.n.....ggnn4 MY J. PACINI Comm* 000423M Expires M2e II Bonded thru(800)432-4254: Florida Nootaft tAssn., Inc ............" [,*)7' � 55.00 ,.I2etut�to; Name: THD At -Home Services, Inc. d/b/a The Home Depot At -Home Services Address: 6422 Harney Road Tampa, FL 33610 This Instrument Prepared By:'"J�_nn r )1 �d Name: �q Address: Team KS Const. & ®anal 614 E Hwy 50 # 320 Property Appraiserd§Hftt'''34711 Permit No. 11"1111110 Ulu 110 oil ll#I 01OWNRION11111111 MARYAN* Nf R a CLERK OF CIRCUIT CIMT SENTMILE ft, #X 'Y LAK 06h61 1tq 1i rr; Qpq) CLERK" S ## 2V-60701 Q12 72 RIFT014DU 01/191207 11:34:43 AN RECORDING FEES 10.0 REGttRDFD BY T Kloke NOTICE OF COMMENCEMENT Folio No. STATE OF FLORIDst, COUNTY OF bl hO -2_5 1� The undersigned gives notice that improvement 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. Legal description of ,.n + 13 11 and address: Interest in Property: Name and address of fee simple address, if (if other than Owner): i_ S CCj+f o ux.It u 2 �0n,rae'or— name and address:422 Harney Rd Tampa, FL 33610 Phone Number: 813-383-7034 Fax Number: 813 664-6807 Surety — name and address: Lender — name and address: Phone Fax Number: Number: Amount Bond: Persons within the State of Florida designated by Owner whom notices of other documents may be served as provided by Section 713.13(lxa)7., Florida Statues: Name and address: .Phone N Fax Number: In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statures. (Fill in at Owner's option) Phone Number: Fax Number: Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified). �-- �a6CD COPY jig—nature o Owner Signature of Owner h/IA3?YA�tNF MORSE CLERK OF CIRCUIT COURT Printed Name ofOwner Printed Name of Owner SEMI 06E. OUNTY, FLORIDA Sworn to and subscribed before me by who is personally known to me or produced ay as identification, and who did take an oath, this =, day of:r• e 20Q DEPUT CLERK Signature of Notary I Stat of Flori %� _ IAN 1 9 Piinted Name of Notary: Commission No./Expiration: ..n. nnua...uu. un uuun•{ �• DOUGLAS MORRISON ti�py ....'o� Comm#D00505376 Expires 1/9/2010 ,&7,,S Bonded thru (800)432-4254: Florida Notary Assn., Inc ... •......................................... i Y®u cai. it. We can Av. It May Concern: This letter will authorize the following person(s) to act as agent(s) on behalf of THD At -Home Services, Inc., D/B/A The Home Depot At -Home Services, 3200 Cobb Galleria Parkway, Suite 200, Atlanta, GA 30339 to pull for permits and inspections with respect to the installation, maintenance and repair of windows, siding and fencing under Florida State General Contractor license number CGC 1507093. Authorized person(s): Brian Kirby Elizabeth Grote Timothy O'Malley Jason Laupert Gregory Kidd Jim Kirby Jennifer Kidd Eric De Dios Jason Kirby Don Kirby l 1 U I 5C,64 A V i, Qualifier -Edward nn Guillory THD At -Home Services, Inc. The Home Depot At -Home Services STATE OF GEORGIA COUNTY OF COBB The foregoing instrument was acknowledged before me this 4th day of December, 2006 Edward Lynn Guillory. -- Pri My Commission Expires: Personally Known V/X. Type of Identification Produced OLE CHAPPELL NOTARY PUBLIC Paulding County State of Georgia My Comm• Expires October 6, 2009 Or Produced Identification THD At -Home Services, Inc. 3200 Cobb Galleria Parkway, Suite 200 • Atlanta, GA 30339 770-779-1300 • Fax 770-984-0709 9 Toll Free 877-469-0114 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 XZ 5imx� R 2 DAVID..,IoHnsorc CFA.. ASA PROPERTY AllAPP ISER SEMINOLE;COUNTY.FL_ 1 iot E: FIRs*sT SANF0;i0,.F.L 3277t-1468 4tI? -555 75CDB 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 30-19-31-527-0000-0130 Number of Buildings: 1 Owner: TURNER JESSE L & GLADYS S Depreciated Bldg Value: $106,684 Mailing Address: 1101 S SCOTT AVE Depreciated EXFT Value: $5,704 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $21,825 Property Address: 1101 SCOTT AVE SANFORD 32771 Land Value Ag: $0 Subdivision Name: MAYFAIR SEC DD Just/Market Value: $134,213 Tax D' rict: S1-SANFORD Assessed Value (SOH): $80,936 Exemptions: 0 - EAD (1994) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $55,936 Tax Estimator 2006 VALUE SUMMARY SALES Tax Value(without SOH): $2,172 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $1,055 WARRANTY DEED 01/1977 01110 0055 $20,500 Improved Yes Save Our Homes (SOH) Savings: $1,117 WARRANTY DEED 01/1975 01049 1960 $16,900 Improved Yes 2006 Taxable Value: $53,579 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick. Method Units Price Value FRONT FOOT & LEG LOT 13 MAYFAIR SEC 1 ST ADD PB 13 DEPTH 75 135 .000 300.00 $21,825 PG 69 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1971 5 1,008 1,812 1,704 BOCK ONC $106,684 $128,535 FAMILY Appendage /Sgft BASE/468 Appendage /Sgft BASE/228 Appendage / Sgft UTILITY FINISHED / 108 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM GLASS PORCH 2005 396 $5,267 $5,544 ALUM PORCH W/CONC FL 2005 72 $437 $468 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, http://www. scpafl.org/web/re_web. seminole_county_title?parcel=30193152700000130&c... 1/15/2007 0 r O Prepared By Douglas Morrison Phone Number (407) 625-5192 Ln T E HOME DEPOT DIAGRAM SHEET 48' C -tomer Name TURNER Job #2867376 NOTES: 1. Draw the outline of the house and indicate ail windows and doors 2. Number the windows to be reploced with the corresponding number from the Spec Sh sat 3. Measure and list the distance from each cornar of the home to the closest window 4.Inrficate which wind0w(s) will me?t Egress Code requirements in the berSroom ';': 1-0%t f WIIM(.w [Y CMtefiOr door TU 51 mRel the EgrR s Corm Rectulremen(s -1 1VM t, ^� . . . . . . . . . . . . . . . . . . . . . k q io BED .................... . x . . . .X . . . . x . . . . x . . . MEAN ROOF HEIGtfr- 11' _Feet Overall Length 48' Overall Width 5 l' "Exposure Category***Masure Mean Roof Height From the ground ILI-T... pninGcl that is halfway to the peak to the save p "'To be completed by Permit Coordinator Job Number Window and Shutter Measurement Sheet Sales Person DOUGLAS MORRISON _2867376 Customer Name TURNER Spec Sheet Line Item Opening Total Total # Total Square Inches Mark Yes or No Total Sq Inches Purchasing Style of They Already Have Description Width Length Of the Home If this is being Replaced NotReplacing Storm Panels Panel Existing Storm Panels 1 ENTRY 36 80 2880 NO 2880 NO DOOR NO 1 2 DIN 52 50 2600 YES Not Repiacin NO DH NO 3 DIN 36 37 1332 NO 1332 NO SH NO 4 DIN 36 37 1332 NO 1332 NO SH NO- 5- ENTRY SIDE 36 80 2880 NO 2880 NO DOOR NO 6 FAM 36 37 1332 NO 1332 NO SH NO 7 FAM 52 49 2548 NO 2548 NO SH NO 8 FAM 52 49 2548 NO 2548 NO SH NO 9 FAM 72 80 NO 5760 NO DOOR (PD) NO 10 BATH 37 25 925 925 NO 925 NO SH NO 11 M BATH 37 25 925 NO 925 NO SH NO 12 M BED 52 40 2080 NO 2080 NO SH NO 13 M BED 36 37 1332 NO 1332 NO SH NO 14 BED # 1 36 37 1332 NO 1332 NO SH NO 2 15 BED # 1 52 37 1924 YES NO SH NO 3 16 BED # 2 52 37 1924 YES NO SH NO 4 17 LIV 52 50 2600 YES NO SH NO 18 0 19 0 20 0 21 0 22 0 23 0 24 0 25 0 26 0 27 0 28 0 29 0 30 0 Total Sq Inches= 36254 Total Sg Inches Not 27206 For this Home Being Re laced Total S Inches Bein 9048.00 Replaced <. ..,< .25.E, . EM Total Sa Feet for This Home = 251.76 This is Total Sa Inches divided by 144 iR 222 Total Sa Feet Being 62.83 % Being Replaced 25% Replaced= 1-18-05 WINDOW SPECIFICATION SHEET a S Customer: Job #: 2��-),3"2�£onsultant:� E ' . Sheet #:W235588 xisung Window New Window 2 Location LU tz (Room 1 Floor) Style "Code" �� Metal Y/ N Style "jC`�odje" �"iT Series "Code" L o © U u sJ Measurements Grids Pattern' Pattern 1.2 Pattern''2 Window & Glass Options "code" Rough Opening 0- ° �j Lv" o m A -i- j Fu o N = o m `6 j � 0 .N =° m - c 0 N _° Width `� Height UI `'. 3 13 r f "'tai t � ,! Grid Pattern and Location MUST be indicated. 2 It a single window or mulled windows require multiple grid patterns, indicate location and pattern in the additional spaces provided. 3 For Csmts, CPC, Bay or Bow, use "U', "R" or "S" (Stationary). For Patio & Garden Doors, use "S" (Stationary) or "X" (Operating). BAY / BOW WINDOW Projection Angle: (Bay: 30° or 45°) Top of Window to Soffit ( inches ) Bay Window Flankers - DH / Csmt. Width of Overhang (inches) Seatboard Material - Birch or Oak If tied to Soffit, color of Soffit material New Interior Casing (Bay/Bow/Garden/Patio Doors) Construct Roof 3 ( Yes / No) Clamshell (CL) or Colonial (CO) F 3 There is no guarantee that new shingles will match existing color. SPECIAL CONSIDERATIONS: 5-14-03 SFC -W -VW GARDEN WINDOWS Sheet: It of lI Date: 77 Window / Door Wraps WALL THICKNESS 4 (inches) SEATBOARD MATERIAL Specify Birch or Oak Veneer or White Pionite Hinge Locations Misc. Csmt, CPC, Bay, Bow Items Patio & Garden Doors "Code" I (from outside, Lt to Rt 4 Additional charge for wall thickness of 6" or more I have reviewed and agree with all of the job specifications described above. Customer Signature In ida'Building Code Online 3'r R Product Application User: Public User - Not Associated with Organization - t Application #: FL5419 Date Submitted: 09/22/2005 Code Version: # p Simonton Windows Address/Phone/email: 1 Cochrane Ave _ a.x� � srw4� R ... .r a .� Rt.A &• _ (800) 746-6687 Technical Representative: Chuck Anderson 3'r R Product Application User: Public User - Not Associated with Organization - t Application #: FL5419 Date Submitted: 09/22/2005 Code Version: 2004 Product Manufacturer: Simonton Windows Address/Phone/email: 1 Cochrane Ave Pennsboro, WV 26415 (800) 746-6687 Technical Representative: Chuck Anderson Technical Representative 1 Cochran Ave. Address/Phone/email: Pennsboro, WV 26415 (800)746-6687 chLick—anderson@simontoii.com Quality Assurance Representative: AAMA Quality Assurance Representative 1827 Walden Office Square Address/Phone/email: Suite 550 Schaumburg, IL 60173 (847)303-5664 webmaster@aamanet.org Category: Windows Subcategory: Double Hung Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Section Standard Year Building Code: ANSI/AAMA/NWWDA/101 1997 I.S. 2 AAMA 506 2000 Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: http://wu,w.floridabuilding.org/BCISOld/pr/or detl.asn?IPT=5419k..RV=Okfn,=Rll.Crrh �iQionn� h'ldrida,Building Code Online Page 2 of 2 Validation Entity: Authorized Signature: Chuck Anderson Descri Mod9+/- Chuck—Anderson@simonton.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: PTID 5419=I 506 07 09 37-76_pdf PTID 5419 1 506 07 09 52-50.pdf 07-09, PTID_ 54199 1 506.07. 09twin.pdf 5419.1 PTID 5419 1 S-I0IR3.pdf StormBreaker PTID-5419 �IS-120R3.pdf PTID D5419 1 S-129R2.pdf Plus Vinyl DH PTID 5419 I S-141- l .pdf PTID 541.9 1 S-157-2.pdf PTID 5419_I S-159--) pdf Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 09/22/2005 Date Approved: 10/11/2005 Date Certified to the 2004 Code: 07-09 Page: F—G=: Page 1 / 1 pp/Seq # Product Model # or Name Descri Mod9+/- Limits of Use 7-09 Vinyl DH 37x76 DP 07-09, +/- H -R50 52x50 DP = 5419.1 07-09 StormBreaker H -R50 37x76 DP = Plus Vinyl DH H -R65 windborne debris area. Missile size: Large Not for use in HVHZ area. 07-09, 07-09 Vinyl DH Twin. 5419.2 07-09 StormBreaker 75x76 DP = +/- H -R50 Plus Vinyl DH indborne debris area Twin. Missile size: Large Not for g use in HVHZ area http://www.floridabuilding.org/BCISOld/pr/pr_detl.asp?IPT=5419&RV=O&fm=Rosrch ASTM E 1886-97 and ASTM E 1996-02 TEST REPORT Rendered to: SIMONTON WINDOWS SERIES/MODEL: 07-09 TYPE: PVC Double Hung Window Report No.: 01-42918.03 Report Date: 10/25/02 Expiration Date: 10/17/06 Architectural Testing ASTM E 1886-97 and ASTM E 1996-02 TEST REPORT Rendered to: SIMONTON WINDOWS One Cochrane Avenue Pennsboro, West Virginia 26450 Report No: 01-42918.03 Test Dates: 10/11/02 And: 10/17/02 Report Date: 10/25/02 Expiration Date: 10/17/06 Project Summary: Architectural Testing, Inc. (ATI) was contracted to perform tests on three Series/Model 07-09, PVC double hung windows. The samples tested successfully met the performance requirements set forth in the referenced specification listed below for a design pressure rating of 50.0 psf. Specimens utilized replacement construction. Test Specification: The test specimens were evaluated in accordance with the following: ASTM E 1886-97, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials, ASTM E 1996-02, Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Windborne Debris in Hurricanes. Test Specimen Description: Series/Model: 07-09 Type: PVC Double Hung Window Overall Size: 4'4" wide by 4'2" high Interior Sash Size: 4' 1" wide by TO -1/4" high Exterior Sash Size: 4'0" wide by P 11-1/4" high Finish: All PVC was white. 130 Derry Court York, PA 17402-9405 phone 717.764.7700 fax: 717.764.4129 www.archtest.com L 01-42918.03 Page 2 of 9 Test Specimen Description: (Continued) Glazing Details: The sash utilized V thick insulating glass fabricated from a sheet of 1/8" thick tempered glass on the exterior and two sheets of 1/8" thick clear annealed glass with a 0.090" thick interlayer on the interior. The sash were exterior glazed onto dual sided adhesive foam tape. The sash employed a foam spacer system and utilized vinyl snap -in dual durometer glazing beads on the exterior. Weatherstripping: Description Quand Location 0.330" high by 0.187" 1 Row Exterior face of interior sash stiles backed polypile with center fn 0.250" high by 0.187" 2 Rows Exterior sash stiles backed polypile with center fin 0.250" high by 0.187" 1 Row Sill, interior and interior face of the backed polypile with exterior meeting rail, interior sash center fin stiles 7/16" hollow foam -filled I Row Bottom rail vinyl bulb gasket with single leaf 1/2" long"C-fold" vinyl- 1 Row Bottom rail bulb gasket 1/4" foam -filled vinyl I Row Top rail bulb gasket. 0.310" high by 0.187" 1 Row Exterior face of exterior meeting rail, backed polypile with exterior face of interior sash stiles center fin 1/8" foam -filled vinyl I Row Intermediate vertical leg at head bulb gasket Frame Construction: The frame was constructed of extruded PVC members with mitered and welded comers. Sash Construction: The sash was constructed of extruded PVC members with mitered and welded corners. Test Specimen Description: (Continued) Hardware: Descriptio Quantity Metal lock assembly 2 Balance assembly 4 Heavy duty plastic tilt 2 latch assembly U -Channel 2 Plastic tilt latch 2 Metal pivot bar 4 Drainage 01-42918.03 Page 3 of 9 Location One 7-1/2" from each end of the interior/exterior meeting rail Two in each jamb One on each end of interior meeting rail One midspan of each jamb in the interior jamb track One in each end of the top rail One in each end of the exterior meeting and bottom rails Descriptio Quantit Location 3/16" diameter 4 1" from ends exterior meeting and weephole bottom rails draining the glazing channel 3/16" wide by 1" 2 One at each end of the sill draining deep weepslot the sill into the interior sill hollow 1" wide by 1/8" high 2 3" from each end of the sill draining weepslot with cover the exterior sill hollow Reinforcement: Extruded aluminum reinforcement was utilized in all stiles, meeting rails, bottom and top rails. Installation: The replacement window was installed into a wood 2 x 10 Spruce -Pine -Fir #2 buck. The window was secured with #10 x 2-1/2" long wood screws having a 1-1/2" embedment. The window was secured to the test buck at the jambs with screws 5" from the head and sill and 7-1/2" from sill and 16" on center; and at the head with a screw 6" from each end and midspan. The interior and exterior perimeters were sealed with silicone. 01-42918.03 Page 4 of 9 Test Results: The results are tabulated as follows: Lab temperature at time of test: 71°F ASTM E 1886, Missile Impact, Section 11. Test Procedure Missile Weight: 9.04 lbs Muzzle Distance from Test Specimen: 12.4 ft. Test Unit #1 Impact #1: Missile Velocity: 50.2 fps Impact Area: Interior sash, center of glass Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass, no penetration. Results: Pass Impact #2: Missile Velocity: 50.5 fps Impact Area: Interior sash, top right corner Observations: Large missile fractured interior lite of glass, no penetration. Results: Pass Test Unit 42 Impact #l: Missile Velocity: 49.7 fps Impact Area: Interior sash, center of glass Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass, no penetration. Results: Pass Impact #2: Missile Velocity: 49.5 fps Impact Area: Interior sash, bottom right comer Observations: Large missile fractured interior lite of glass, no penetration. Results: Pass 01-42918.03 Page 5 of 9 Test Results: (Continued) ASTM E 1886, Missile Impact, Section 11. Test Procedure Missile Weight: 9.04 lbs Muzzle Distance from Test Specimen: 12.4 ft. Test Unit #3 Impact #1: Missile Velocity: 50.6 fps Impact Area: Interior sash, center of glass Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass, no penetration. Results: Pass. Impact #2: Missile Velocity: 50.0 fps Impact Area: Interior sash, bottom left corner Observations: Large missile fractured interior lite of glass, broke bottom left comer of sash stile. (See Note #1) Results: Fail Note #1: Due to the failure of Specimen #3, a fourth specimen was impacted and cycled. Test Unit #4 Impact #1: Missile Velocity: 50.0 fps Impact Area: Center of interior sash Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass, no penetration. Results: Pass Impact #2: Missile Velocity: 50.0 fps Impact Area: Interior sash, bottom left corner Observations: Large missile fractured interior lite of glass, no penetration. Results: Pass 01-42918.03 Page 6 of 9 Test Results: (Continued) ASTM E 1886 Air Pressure Cycling Design Load: 50.0 Psf Test Unit #1 Table 1 "Cyclic Static Pressure Differential Loading", Section I.I. Paragraph 11, 4.2 - PCVQT'r1V1P A(-Tnvr r,r,.,..:— n -:i ssure FRange sf) No. of Cycles Average Cycle Time (seconds) Maximum Deflection Permanent Set Indicators Left Center R1iiq Left Center Right #1 #2 #1 #2 1 #3 10.0 to 25 Oj 3500 2.33 0.20" 0.40" 0.14" 0.25" 0.0 to 30.0 300 2.32 0.22" 0.43" 0.15" 25.0 to 40.0 600 2.32 0.23" 0.60" 0.21" 15.0 to 50.0 100 2.71 0.30" 0.70" 0.24" 0.02" 0.04" 1 0.02" Pass NF(,ATTVF A(`TTN(_ N4—+..,. n-.1 Pressure Range (psi No. of Cycles Average, Cycle Time (seconds) Maximum Deflection Permanent Set Indicators Left Center Right Left Center Right #1 #2 #3 #1 #2 #3 15.0 to 50.0 50 3.00 0.25" 0.70" 0.32" 25.0 to 40.0 1050 2.72 0.20" 0.54" 0.17" 0.0 to 30.0 50 2.70 0.18" 0.43" 0.15" 10.0 to 25.0 3350 2.04 0.15" 0.37" 0.14" 0.02" J.. 0.05" 0.02" Pass 01-42918.03 Page 7 of 9 Test Results: (Continued) Design Load: 65.0 psf Test Unit: #2 Table 1 "Cyclic Static Pressure Differential Loading", Section 11. Paragraph 11. 4,2 n7T ♦ rmrwri-. Pressure Range (Ps f) No. of Cycles Average Cycle Time (seconds) - — 111GG1111 A411 Maximum Deflection Permanent Set Indicators Left Center Right Left Center Right #1 #2 #3 #1 #2 #3 10.0 to 25.0 3500 1.77 0.15" 0.43"T.12" 50 T2.21 0.0 to 30.0 300 1.71 0.16" 0.45" 0.15" 25.0 to 40.0 600 1.72 0.20" 0.58" 0.20" 15.0 to 50.0 1001.69 0.53" 0.25" 0.64" 0,24" 0.03" 0.05" 0.02" Pass NJUd-AT`T\7v A!'lTTATrl Pressure Range (psi No. of Cycles Average Cycle Time (seconds) - — 1111.41.1"r, hall Maximum Deflection Permanent Set Indicators Left Center Left Center Ri ht #1 #2 #1 #2 #3 15.0 to 50.0 50 T2.21 0.28" 0.82" T29 25.0 to 40.0 1050 1.94 0.25" 0.70" 0.0 to 30.0 50 1.99 0.19" 0.53" 0.20" 10.0 to 25.0 3350 1.98 0.16" 0.45" 0.18" 0.04"0.05" 0.04" Pass 01-42918.03 Page 8 of 9 Test Results: (Continued) Design Load: 65.0 psf Test Unit: #4 Table I "Cyclic Static Pressure Differential Loading", Section I.I. Paragraph 11. 4.2 P(I.QiTiVF Al-TTNi- 1%4--.:-- "-.'I Pressure Range (est) No. of Cycles Average Cycle Time (seconds) t Maximum Deflection Permanent S;Right Indicators Ej Left Center Right Left Center #1 #2 #3 #1 #2 #3 10.0 to 25.0 3500 2.09 0.14" 0.32" 0.14" 50 0.0 to 30.0 300 1.86 0.17" 0.45" 0.17" 25.0 to 40.0 600 1.76 0.25" 0.66" 0.26" 15.0 to 50.0 100 2.02 0.32" 0.92" 0.33" 0.05" 0.19" 0.05" Pass NF(_ATIV"F AVTINC X4—+:— -D-1 Pressure Range (PSO No. of Cycles Average Cycle Time (seconds) Maximum Deflection Permanent Set Indicators Left Center Ri ht Left Center Right #1 ##2 #3 #1 #2 #3 15.0 to 50.0 50 2.39 0.30" 0.82" 0.31" 25.0 to 40.0 1050 2.07 0.28" 0.70" 0.28" 0.0 to 30.0 50 2.20 0.20" 0.60" 0.18" 10.0 to 25.0 3350 2.05 0.19" 0.52" 0.16" 0.08" 0.11" 0.09" Pass 01-42918.03 Page 9 of 9 General Note. Upon completion of testing, the specimens met the requirements of Chapter 4, S, and 6 of this test standard. Note #1: A I mil plastic film was used on the interior of specimens to seal against air leakage for the negative loading portion of testing. In our judgment the film used did not influence the results of the testing. Witnesses: The following representatives witnessed all or part of the testing. Mark A. Hess Jay Leader Allen N. Reeves, P.E. John C. McClane Architectural Testing, Inc. Architectural Testing, Inc. Architectural Testing, Inc. Architectural Testing, Inc. Representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. This report is the exclusive property of the client so named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. This report may not be reproduced, except in full, without the approval of Architectural Testing. For ARCHITECTURAL TESTING, INC: J C. McClane echnician JCM:nlb 01-42918.03 L�Vi16, Allen N. Reeves, P.E. Director - Engineering Services Z S d C -76'e x Z& o 2_ DOCUMENT CONTROL ADDENDUM #01-42918.00 Current Issue Date: 10/25/02 Report No.: 01-42918.01 Requested by: Chuck Anderson, Simonton Windows Purpose: SBCCI SSTD 12-99 testing of three Series/Model 07-09, PVC double hung windows. Issued Date: 10/25/02 Comments: Florida P.E. seal required. Report No.: 01-42918.02 Requested by: Chuck Anderson, Simonton Windows Purpose: SBCCI SSTD 12799 testing of three Series/Model 07-09, PVC double hung windows. Issued Date: 10/25/02 Comments: Texas P.E. seal requested on report. Report No.: 01-42918.03 Requested by: Chuck Anderson, Simonton Windows Purpose: ASTM E 1886-97 and ASTM E 1996-02 testing of three Series/Model 07-09, PVC double hung windows. Issued Date: 10/25/02 Comments: Florida P.E. seal required. AANL IA'I "V' VDA 101/f.S.2-97 TEST R LPORT SUIFIVLA-RY Rendered. to: SLMOIiTON WINDOWS SERIES/NIODEL: 07-70 TYPE: PVC Double dung Window with E9 Reinforcement Title of Test Results Rating H -R50 52 x 71 Overall Design Pressure 50 psf Ooeratu7g Force 27 lb max. Air Lnfiltration 0.08 cfm/ft- Water Resistance i 7.5 psf Structural Test Pressure ! ±75.0 osf De lazing Passed Forced Entry Resistance Passed Refcrcnce should be. made to Report No. 05-30-3,49.01 dated 04/02/02 for complete test specimen description and data. For ARCHITECTURAL TESTING, INC. U Di?,tally signed by Lynn George Lynn George, Project Manager LU:nlb Architectural Testing 4 A!yLVNWWDA 101/I.S.2-97 TEST .REPORT Rendered to: SI11dONTON WINDOWS One Cochrane Avenue Pennsboro, West Virginia 26415 Report No: 05-30349.01 Test Date: 02/08/02 And: 03/06/02 Report Date: 04/02/02 Expiration Date: 02/08/06 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Simonton Windows to. witness performance tests on a Series/Model 07-70, poy vinyl chloride PVC double hung window at their facility located in Pennsboro, West Virginia. The sample tested successfully met the performance requirements for an H -R50 52 x 71 rating. Test specimen description and results are reported herein. Test Spei'Mention: The test specimen was evaluated in accordance with �ti1_a��I�N�NDA l0i/LS.2-97, Voluntary Specifications.orAiuminum, Vinyl (T VC) and FVood TVmdows and Glass Doors. Test Specimen Description Series/Model.: 07-70 (Reinforcement code E9) Type: PVC Double Hung Window Overall Size: 4'4" wide by 5' 11" high Top Sash Size: 3' 1 1-3/4 wide by 2' 9-11/16" high Bottom Sash Size: 4' 0-3/4" wide by 2' 10-3/4" high Screen Size: 3' 11-13/16" wide by 2' 10-7/8" high Finish: All vinyl was white. 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax 717.764.4129 www.archtest.com 05-30349.01 Page 2 of 6 Test Specimen Description: (Continued) Glazing Details: The sash were exterior glazed with 3/4" thick, sealed insulating plass fabricated from two sheets of 1/8" thick, annealed glass and a steel spacer system. The insulating glass was set onto a double -sided adhesive tape and secured with dual durometer snap -in vinyl. glazing beads. Weatherstripping: Descriptio Quantit Location 0.187" backed by 0.210" 1 Row Sill high pile with center fin 0.187" backed by 0.250" 1 Row Top rail, interior and exterior high pile with center fin meeting rails, bottom stiles (sides) 0.187." backed by 0.250" 2 Rows Top sash stiles high pile with center fin 0.187" backed by 0.340" i Row Exterior meeting rail, bottom sash high. pile ,with center fin stiles (e._terior face) 7/lb" diameter, offset vinyl 1 Row Bottom rail jacket/hollow foam -filled bulb 0.187" backed by 0.500" high 1 Row Bottorn rail vinyl jacket/foam-filled C -fold leaf 0.187" backed by 0.250" Hugh 1 Row Head insert vinyl Jacket/foam filled bulb 0.187" backed by 0.300" high 1 Row Top rail vinyl jacket/foam filled bulb Frame Construction: The PVC frame was constructed using mitered and welded corner construction. A rigid PVC snap -tri adapter was located at the head. Sash Construction: The PVC sash were assembled utilizing mitered and welded corner construction. Screen Construction: The screens were constricted with extruded aluminum. The corners were square out and secured using plastic corner keys. The fiberglass mesh screen cloth was held -in-place with a flexible vinyl spline. i 05-30349.01 Page 3 or 6 Test Specimen Description: (Continued) Hardware: Description , uanti Location. Metal cam lock and keeper 2 Lock rail, 8" in from each end with mating keepers at the exterior rail Plastic tilt latch 4 Top corner of each sash Metal pivot bar 4 Bottom corner of each sash Constant force balance 4 Two per jamb, 3 coils per assembly system with locking tilt shoe PVC sash stop 4 One per end of each jamb Molded plastic "U" channel 2 One at midspan of each interior jamb jamb reinforcement track at the bottom sash tilt latches Drainage: Description Ouanti Location I -1/ t 6" wide by 3/16" high 2 Exterior face of sill, weepslot (with flap) one 3-1/4" in from each end 1" wide by 3/16" high 2 Sill intermediate leg, one at each end weepslot 3/16" diameter hole 4 Bottom rail and keeper rail dazing pocket, one. 7/8" in from each end 3/8" wide by 1-1/4" long 2 Slotted cavity plugs at sill/interior weepslot jamb track intersection -i 05-30349.01 Page 4 of 6 MEL- Test Specimen Description: (Continued) Reinforcement: (Simonton code E9) The exterior meeting rail contained a rectangular shaped bar, steel reinforcement measuring 0.750" x 0.188" (reference drawing +1208). The. interior meeting rail contained a rectangular shaped, steel reinforcement measuring 0.748" x 0.472" x0.062" (reference drawing #DH75 reinforcement), and a custom shaped, hollow aluminum reinforcement measuring 0.796" x 0.989" x 0.062" (reference drawing 460911). The top sash rail contained a custom shaped, formed steel reinforcement measuring 0.748" x 0.394" x 0.062" (reference drawing #DH76 reinforcement). The top sash stiles contained a rectangular shaped, formed steel reinforcement measuring 0.748" x 0.472" x 0.062" (reference drawing #DH75 reinforcement). The bottom sash stiles and bottom rail contained a rectangular shaped, formed steel reinforcement measuring 0.748" x 0.866" x 0.062" (reference drawing #DH78, DH79 reinforcement). Installation: The unit was installed in a 2 x 10 wood buck constructed of Spruce -Pine -Fir construction lumber and secured to the buck through the jambs . using six #8 x 2-1/2" lona screws, three at each jamb, evenly spaced (embedded 1-1 /2" into the buck). The interior and exterior perimeter was sealed with a silicone caulking with the exception of an approximate 4" long void at each interior sill corner: Test Results: The results are tabulated as follows: Paragraph - Title of Test. -Test Method Results Allowed 2.2.1.6.1 Operating Force Ton Sash Opening 22 lbs 30 lbs max. Closing 23 lbs 30 lbs max. Bottom Sash Opening 27 lbs 30 lbs max. Closing 27 lbs 30 lbs max. 2. 1.? Air Infiltration per ASTM E 2S3 @ 1.56 psf (25 mph) 0.08 cfm/ft' 0.3 circ /ft- max. Note #.1: The tested specimen meets the perforrnance levels specifr.ed in L11�1..4/NWT�DA 101/I.S. 2-97 for air inf Itration. 05-30349.01 Page 5 of 6 Test Results: (Continued) Para,, -rap h Title of Test - Test Method Results Allowed 2.1.3 Water Resistance per ASTM E 547 (with and without screen) WTP = 2.86 psf No leakage No leakage 2.1.4.2 Uniform Load Structural per ASTM E 330 (.Measurements reported were taken on the exterior meeting rail) @ 22.5 psf (positive) 0.078" 0.191" max. @ 22.5 psf (negative) 0.075" 0.191" max. 2.2.1.6.2 Deglazing Test per ASTM E 987 Ton Sash In operating direction at 70 lbs Top rail 0.060"/120% 0.500"11000110 Meeting rail 0.060"/12% 0.500"/10095 Ir _-emaining direction at 50 lbs Le -ft stile 0.030"i6°! 0.50011/i 1)09 Right stile 0.030";'6°/, 0.500111/1001,//0 Bottom Sash In operating direction at 70 lbs Lift rail 0.060"/120//o 0.500"/100% Meeting rail 0.090"/180/4, 0.500"/1000/% In remaining direction at 50 lbs Left stile 0.060"/12°'o 0.500"1100% Right stile 0.030"/6% 0.500"/100% 2. 1.7 Welded Corner Test Meets as stated Meets as stated 2.1.8 Forced Entry Resistance per AAMA 1302.5-7 6 Tests A thrOLL-Ii G No entry No entry i 05-30349.01 Page 6 of 6 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Optional Performance 4.3 Water Resistance per ASTM E 547 (with and without screen) WTP = 7.5 psf No leakage No leakage 4.4.2 Uniform Load Structural (Measurements reported. were taken on the exterior meeting rail) @ 75.0 psf (positive) 0.080" 0.191 " max. @ 75.0 psf (negative) 0.111" 0.191" 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. The above results were secured by using the designated test methods and they indicate compliance with the performance requirementsof the above referenc;.d specif cation. This report does not constitute certification of this product. s»11ich may only be granted by the certification pro— drnimstrator.. For ARC .IT LCTLJR-A-L TESTii`iG, DTC U Digitally signed by Lynn George Lynn George P-oject Manager LC,:ntb 05-30349.01 o/ Steven i\/I. Urich Senior Project Engineer MODEL DESIGNATION Simonton Double Hung Series 07-70 / 75-70 / 07-09 Vinyl Window MAXIMUM OVFRAIJ NOMINAL S17F Single up to 52" x 71 " DESIGN PR SCNRF RATIN 2 2.0 Anchors: Positive 50.0 PSF Negative 50.0 PSF MASONRY LINT?=L � � � MIN. Windows: Design Pressure Ratings Vary; See ;n Corresponding HAMA Test Report or Dode NOA 1" x or Florida P.E. Evaluation. FURRI2" NG USABLE CONFIGURATIONS X X GENERAL DESCRIPTION: The head and side jambs ore extruded PVC The wall thickness through which the anchor screw penetrates is o minimum of 0.070". a LU v 2 STUCCO -- 'v-< SILICONE CAULK 1/4" MAX,_ SHIM HEADER JAMB - INTERIOR SASH TRACK EXTERIOR SASH TRACK INTERIOR SASH TRACK RAIL EXTERIOR SASH TRACK N � DRYWALL 7- �alOa x 6' SILICONE CAULK. 3 1/2" x 3/16" TAPCON TYPE ANCHOR 1.25" MIN. EMB. HEAD JAMB 1 STUCCO `SILICONE CAULK 3 1/2" x 3/16" TAPCON TYPE ANCHOR SILICONE CAULK RTICAI JAMB SILICONE CAULK _INSIDE STOOL SHIM x 2" FURRING DRYWALL HOOKABOU LEG SHOWN IN CROSS SECTION, OPTIONAL CARIBOU LEG EXTENSION DETAILED. NO" I. This installation hos been evaluated for use in locations adhering to the Florida Budding Code and where pressure requirements as determined by ASCE 7 Minimum Design Loods for Buildings and Other Structures do not exceed ,the design pressure ratings listed herein. 2. For installations where the sub -buck is less than 7-1/2" (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the length must be such that a minimum 1-1/4" engagement of the Topcon into the masonry. wall is obtained. 3. All interior and exterior perimeter surfaces of the window must be caulked. 4. See Manufacture's Installation Instructions for additional hardware anchoring if required. 5. Adjust Topcon anchor locations, if necessary, to maintain a minimum 2.0' clearance from mortor joints. 6. When the optional Head Expanders ore used the Installer M_ ual Adiut the anchor length to maintain the required minimum embedment into the substrate. 7 •- C -q- R N t 3 N m N a L6 3=ov v o U 0 Z > O z U Z O = Z U r J 3 z m 2 O X U > K � 813.659.9197 DATE: 4/12/02 SCALE: N.T.S. .1; By W.L.N. CHK. BY: R.w. DRAWING NO.: S -101R1 SHEET 1 OF 1 No .. ' x 2" o o FURRING DRYWALL In l '1.40 J V 1" x 6" t 1 n €'Z `rt' SILICONE CAULK GT�- LL �,ii FcYa LL F I/4' MAX. SHIM ,A J" x 3/16" TAPCON a J .o TYPE ANCHOR LL m `SILICONE CAULK 3 1/2" x 3/16" TAPCON TYPE ANCHOR SILICONE CAULK RTICAI JAMB SILICONE CAULK _INSIDE STOOL SHIM x 2" FURRING DRYWALL HOOKABOU LEG SHOWN IN CROSS SECTION, OPTIONAL CARIBOU LEG EXTENSION DETAILED. NO" I. This installation hos been evaluated for use in locations adhering to the Florida Budding Code and where pressure requirements as determined by ASCE 7 Minimum Design Loods for Buildings and Other Structures do not exceed ,the design pressure ratings listed herein. 2. For installations where the sub -buck is less than 7-1/2" (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the length must be such that a minimum 1-1/4" engagement of the Topcon into the masonry. wall is obtained. 3. All interior and exterior perimeter surfaces of the window must be caulked. 4. See Manufacture's Installation Instructions for additional hardware anchoring if required. 5. Adjust Topcon anchor locations, if necessary, to maintain a minimum 2.0' clearance from mortor joints. 6. When the optional Head Expanders ore used the Installer M_ ual Adiut the anchor length to maintain the required minimum embedment into the substrate. 7 •- C -q- R N t 3 N m N a L6 3=ov v o U 0 Z > O z U Z O = Z U r J 3 z m 2 O X U > K � 813.659.9197 DATE: 4/12/02 SCALE: N.T.S. .1; By W.L.N. CHK. BY: R.w. DRAWING NO.: S -101R1 SHEET 1 OF 1