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Home My WebLink About113 Anderson Cir (4)Permit # : "mow CITY OF SANFr RD PERMIT APPLICATION Date: S Cl-)— O Job Address: l+ 1 � t—tEY) C("Z�,O (-A C _ i e-, --')OL r L_ d- / I 1 Description of Work: 'RR�(�_ 1 Vy"� na- Qvs)S C ; 7e. I S Historic District: Zoning: Value of Work: Permit Type: Building L,-`� Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temportiry 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 V Commercial Industrial Total Square Footage: Construction Type: # of Stories: . # of Dwelling Units: Flood Zone: (FEMA form required %x other than X) Parcel #: 3 �- LQ "�� c� �' V CCS '� (Attach Proof of Ownership & Legal Description) Owners Name & Address: CZir t . �' \ } �C� �C.eJ h e / r 1 e! 5) ✓ 2 S—�. ra)c '� 6 t p Phone: Contractor Name&Address:�lrxo C�aMt=. L�1e90� .]��5-}Q-tj2C/�P-S 1ti, 77vGOn"PaLt State License Number: Phone & Fax: ADO )j'\3 �Y-7� t l� Contact Person: �C�C�SCL Phone: Bonding Company: Address: Mortgage Lender: - Address: Architect/Engineer: Address: Phone: 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 tiro 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 RESAT T 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, 'S 713. Special `P� n - .� "Si attire of Owner/ ent Date �i Signature of Contra or/Age Date Q C� tL . Tint Owne nt Name Print Contrac /Agent's Name 0vv ,o Q s S ►�, JSattire '= artature of Notary -State of Florida ate State ofFfon Date 14�--��/ my a0� , ,bo'zOwner/Agent is ersonall% Kno n t Me /o�r�7, Produced IDD %s�v{ Contractor/AoenY �C Person lv n Produc�e�c"-C31 �.r , l`75 3 �"�% '-� ->: n YKS 1XJ o-b� APPLICATION APPROVED BY: Bldg: -- oning: U iities: FD: (initial & gate)-- ate (Initial & Date) (Initial & Date) (Initial & Dail- Special Conditions: Return to: Name: RMA Home Services, Inc. Address" 3200 Cobb Galleria Pky. Ste. 200, Atlanta, GA 30339 This Instrument Prepared By. Name: Peggy Payne Address: 3200 Cobb Galleria Pky. Ste. 200, Atlanta, GA 30339 Property Appraisers Parcel Identification: Permit No. STATE OF FLORIDA COUNTY OF S� M� �, I111III,111WHI 011f11'78'II"M1,611,411"W IIID 1Ir I W1 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04823 PG 0866 CLERK'S # 2003081729 RECORDED 05/14/2003 12s52113 PM RECORDING FEES 6.00 RECORDED BY L Woodley NOTICE OF COMMENCEMENT Folio No. � < - i 0 - 2,-3-saa-c00-oi@ 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 property clude stre address if available: a jCAl tt' .�' (L 1 7 A i=1 General description of improvement: Owner Information — name and addres : 11,5 Ar, o r Interest in Property: Name and address of fee simple titleholder (if other than Owner): Contractor — name and address: The Home Depot Installed Sales 1212 North 39`'' Street, Suite 402, Tampa, FL 33605 Phone Number. 813-247-1300 Fax Number: 813-247-1313 Surety — name and address: Lender — name and address: Phone Fax Number: Amount of Number: Bond: S Persons within the State of Florida designated by Owner whom notices of other documents may be served as provided by Section 713.13(1)(a)7., Florida Statues: Name and address: r ' Anc��c�c�� C';r• Sn �rrl, FI �a�� Phone Number: Fax Number: In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(Q), Florida Statures. (Fill in at Owner's option) Phone Number: Fax Number. Expiration date of Notice of Con encement (the expiration date is 1 year from the date of recording unless a different date is specified). GI:KIiI• W GUPV Signature of Owner Signature of Owner NARY -A NE MORSECLERK OF Cl UIT COU � c/ .v ��-r�Y SEMINO CO NM DA Printedam ofd Printed Name of Owner r Sworn to and subscribed before me by who is Tonally known to me or produced , as/U DEP 1TV CLERK a identification, and who did take an oath, this day of � 200-7 MAY 1J 4 �y +4Signature of Notary _ 7 � �n State of Florida ,-...............................................� Printed Name of Notary: �� m (� .' V\ P �,p sP Commission No./Expiration: -rl� j _06 Expires 8/21/2008 ended thmugh Florida Notary Assn., Inc. .............................. Seminole County Property Appraiser Get Information by Parcel Number Page I of I PARCEL DETAIL AM= kk"Qk CIR Srminult County Sant6rd fl.32771 40? GENERAL 2003 WORKING VALUE SUMMARY 35-19-30-522-0000- Value Method: Market Parcel Id: Tax District: Sl-SANFORD 0120 Number of Buildings: 1 Owner: PERRY SALLY V #C/0 Exemptions: 00- HOMESTEAD Depreciated Bldg Value: $45,572 Depreciated EXFT Value: $128 Own/Addr: PERRY JOSEPH C JR & MARILYN R Land Value (Market): $10,000 Address: 113 ANDERSON CIR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $55,700 Property Address: 113 ANDERSON CIR SANFORD 32771 Assessed Value (SOH): $47,939 Subdivision Name: COUNTRY CLUB MANOR UNIT 3 Exempt Value: $30,000 Dor: 01 -SINGLE FAMILY Taxable Value: $17,939 SALES Deed Date Book Page Amount Vac/Imp ARTICLES OF AGREEMENT 11/1995 02994 1370 $40,000 Improved 2002 VALUE SUMMARY WARRANTY DEED 10/1982 01420 1426 $32,000 Improved 2002 Tax Bill Amount: $462 ADMINISTRATIVE DEED 12/1978 01203 1886 $24,000 Improved 2002 Taxable Value: $21,815 WARRANTY DEED 01/1974 01027 0154 $18,500 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 12 BILK C COUNTRY CLUB MANOR LOT 0 0 1.000 10,000.00 $10,000 UNIT 3 PB 12 PG 75 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SIF Heated SIF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1960 5 1,434 972 CONC BLOCK $45,572 $59,184 Appendage / Sqft OPEN PORCH FINISHED/ 102 Appendage / Scift CARPORT UNFINISHED / 130 Appendage / Scift ENCLOSED PORCH FINISHED/ 160 Appendage / Scift UTILITY UNFINISHED / 70 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM UTILITY BLDG NO FLOOR 1970 80 $128 $320 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. 1*** If you recently purchased a homesteaded property your next year's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re—web.seminole—county title?parcel=3519305220C000120... 4/18/2003 Installed Siding and Windows Whom It May Concern: This letter will authorize the following person(s) to act as agent(s) on behalf of RMA Home Services of Delaware, Inc., D/B/A The Home Depot Installed Sales, 3200 Cobb Gallaria Parkway, Suite 200, Atlanta, GA 30339 to pull and sign for permits and inspections with respect to the installation, maintenance and repair of windows and siding under Florida State Building Contractor license number CR C058500. Authorized person(s): Angelo Santiago SS# 310-74-3507 Angela Lawson Santiago SS# 087-62-8188 Jud Ryzewski SS# 313-82-0879 Arthur Crespo SS# 316-72-2141 � � � �► mac) ers D ►� C � a -c l.e.. C' Qualifier- ill res ertier RMA Home Services of Delaware, Inc. D/B/A The Home Depot Installed Sales STATE OF FLORIDA COUNTY OF HILLSBOROUGH The foregoing instrument was acknowledged before me this � day of April, 2003 by Bill Charles Bertier. Notary Public -State of Florida Kim DeRose Printed Name: IR A14 —()(0 My Commission Expires: Personally Known X Type of Identification Produced Or Produced Identification Proudly sold, furnished and installed by RMA Home Services, Inc., a Home Depot authorized contractor. 3200 Cobb Galleria Parkway, Suite 200 • Atlanta, GA 30339 • Toll free (800) 210-8395 • Fax (770) 779-1333 (Sear ........................................... "I"VPI",, KIM M. DE ROSE ;'�4B�f;'s Commission # D00143837 7 Expiras �0®° Bonded8thnu0h6 =(800.432-4254) i Florida Notary Assn., Inc. ..................................................i Or Produced Identification Proudly sold, furnished and installed by RMA Home Services, Inc., a Home Depot authorized contractor. 3200 Cobb Galleria Parkway, Suite 200 • Atlanta, GA 30339 • Toll free (800) 210-8395 • Fax (770) 779-1333 r9 (" HOME IMPROVEMENT INSTALLATION CONTRACT Branch Name: U�'�t`�'' , flffo o_ Date: + Sold, Furnished &Installed by The Home Depot Installed Sales Branch Number: Job #: �U 1212 North 39`h Street, Suite 402 Tampa, FL 33605 (813) 247-1300; Fax: (813) 247-1313 Installation Address: I'�?) �� , ��, rl, S_r,, I FL Lic # CR C058500 e Zip Purchaser(s): SS#nae Tlrivarle I i . City \xr 1. TL _ r.. Stat �76 - u 37 .. v, ,. 1 llv11r- [ A GTL riome rnone: I7 )'524 53OZ Home Address: S "ql Y�6 fto\16 (if different from Installation Address) City State Zip Proiect Information I/We ("Purchaser"), the owners of the property located at the above installation address, offer to contract with The Home Depot ("Home Depot") to furnish, deliver and arrange for the installation of all materials as described on the attached Spec Sheet # , incorporated herein by reference and made a part hereof. Home Depot reserves the right to cancel this contract if, upon re -inspection of the job, Home Depot determines that it cannot perform its obligations due to a structural problem with the home or because work required to complete the job was not included in the contract. CONTRACT AMOUNT *LESS DEPOSIT BALANCE DUE ON COMPLETION *25% of Contract Amount due upon execution of this contract (unless project is financed through Chevy Chase, in which case no deposit is required). Indicate Payment Method For BALANCE DUE ON COMPLETION BELOW DEPOSIT PAYMENT OPTIONS (Subject to fund verification and/or credit approval.) I. Check, Cashiers Check or US Postal Service Money Order (made payable to The Home Depot). 2. Credit Card* and/or other payment options - Circle One Below Visa Mastercard Discover American Express Home Improvement Loan Home Depot Credit Card Available Credit: $ (HIL & hIDCC ONLY) Acct#: Name as it appears on Exp. Date: *By my/our signature below, UWe agree to allow The Home Depot to charge the above referenced credit card for the deposit indicated. Cardholders Signature Date If this is a finance transaction, the agreement for financing is contained in a separate document, which is incorporated herein by Reference, and made a part hereof. At -Home Services Credit/Loan Application Ref. # Not withstanding the terms set forth in the Payment provision of the agreement, should any action be required on the part of either party to this Agreement to enforce is rights under the Agreement, the prevailing party in such an action will not be entitled to an award of attorneys fees and costs in connection with such action. Purchaser agrees that, immediately upon satisfactory completion of the work, Purchaser will execute a Completion Certificate and pay any balance due (unless the job is financed, in which case, upon submission of the executed Completion Certificate, Home Depot will be paid in full by the lender). Purchaser also agrees to be jointly and severally obligated and liable hereunder. Entire Aimeement: This agreement and its attachments, including any financing agreement, contain the complete agreement between the parties and can not be amended or modified unless in writing in a separate agreement signed by both parties. NOTICE TO PURCHASER Do not sign this contract before you read it. Do not sign this Agreement if blank. You are entitled to a copy of this Agreement at the time You sign it. You should keep it to protect your rights. This agreement may contain a mortgage or otherwise create a lien on your property that could be foreclosed on if You do not pay. Be sure You understand all provisions of this Agreement before You sign it. Do not sign any Completion Certificate or agreement stating that you are satisfied with the entire project before this project is complete. Law prohibits home repair contractors from requesting or accepting a Completion Certificate signed by the owner prior to the actual completion of the work to be performed under the contract. You may cancel this transaction at any time prior to midnight of the third business day after the date of this contract. See Notice of Cancellation for an explanation of this right. There will be a service charge equal to 25% of the contract amount if the job is cancelled by Purchaser AFTER the third business day. BY MY/OUR SIGNATURE BELOW, 1/WE AGREE TO BE BOUND BY THE TERMS OF THIS CONTRACT. IIWE ACKNOWLEDGE Ff"(,- 7//-i 04/16/2003 Marshall W Fikes 3:24 PM Appointment Form Lead: 435848 Friday 03/1.4/2003 10:00 AM j Branch: North Florida Product interest: Windows Base Store: 264 LAKE MARY Referral Store:`, 264 LAKE MARY Store Associate Proiect Coordinator: Svbil J. Lohrentz Customer Nanie and Address Home Phone: (407) 324-5382 Installations Scheduled for:'Friday 03/14/2003 Mr. Joseph Perry'' Work Phone: (407) 333-3282 241 Tub # 1lomeo�mer/Address Home Phone Work Phone Cell Phone Mrs. Marilyn Perry Cell Phone: )� 113 Anderson Circle Pager: Sanford, FL 32771 Wrk Phone2: Cell Phone2: County: Seminole Nearest Cross Street: Countryclub Road Comments: RESULT (Complete the Sale Credit Reject Appointment Reset No Good Sit No Sale ble section PRODUCT Windows Siding Reason: Product: Price Quote: $ Objections or Issues: Sales Consultant 1: 3 Sales Consultant 2: ( List second consultant only if commission is to be split) Contract Amount: $ Date of Follow Up Call: SANFORD BU1LDlNG DEPT, T7)EEp PLANS ARE REVIEWED AND COND17yONALLY ACCEPTED FOR PERMIT. A PERMIT ISgUED To CONSTRUED TO BE A THE L Be LICENSE TO PROCEED WORK qND NCT AS AUT;IORITV TO CANCEL. WITH ALTER, OR VIOLAT PROVISIONS Of THE SET AS40E ANY ISSUANCE OF E TECHNICAL CODES, OF THE A PERMIT NOR SHALL DEPT F PREVE ROM THEREAFTER REpU RING A BUILDING TION OF ERRORS ON THE CORREC. OR p OT"F-R V10LAT10N3 OF TH COOS N5T RI�Ci10N G L� t�ggjc�e� gez PEIgAIT # �V r\ b �3de i W -2• - ZUUL_ J:J4rM JIMUNWN rub Ivu - 0 041 r - L/ IJ -3 • / / 1. V / / r �� //' AAN1A/NWWDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: SIMONTON WINDOWS SERIES/MODEL: 07-70 TYPE: PVC Horizontal Sliding Window (XOX) with E2 Reinforcement Title of Test Results Rating HS -R50 105 x 51 Overall Design Pressure 50 psf Operating Force 7 lbs max. Air InfItration 0,09 am/ft, Water Resistance 7.5 psf Structural Test Pressure ±75.0 psf Deglazing Passed Forced En!a Resistance Passed Reference should be .made to Report No 05-30358 01 dated 04/02/02 for complete test specimen description and data For ARCHITECTURAL XESTIi`1G, NC Digitally signed by Lyna Geurge Lynn George, Project Manager LG.n1b APr - z ZUUZ J J4NM JIM'JNIUN NUt; ANAWNVir"A 101/1.S.2-97 TEST REPORT Rendered to: SIMONTON WINDOWS One Cochrane Avenue Peruxsboro, West Virginia 26415-9403 IVO•tlf141 F' Ji IJ ReportNo: 05-30358.01 Test Date: 03/06/02 Report Date; 04/02/02 Expiration Date: 03/06/06 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Simonton Windows to witness performance tests on a Series/Model 07-70, PVC horizontal sliding window at their test facility located in Pennsboro; West Virginia. The sample tested successfully met the performance requirements for an HS -R50 105 x 51 rating. Test specimen descnption and, results are reported herein. Test Specification: The test specimen was evaluated in accordance with AA.MAINWWDA 101/I.S 2-97, Voluntary Specifications for Aluminum, Vinyl (P.VC) and Wood Windows and Glass Doors. Test Specimen Description Series/Model: 07-70 Type: PVC Horizontal Sliding Window (XOX with E2 reinforcement) Overall Size. 8'19" wide by 4'3" high Operable Sash Size (2). 2' 1-5/8" wide by 3' 10-3/4" high Fired Sash Size. 4' 6-1/2" wide by 3'10-3/4" high Screen Size (2). 1' 11-3/4" wide by 3'10-3/4" high Finish. All vinyl was white HPr - Z LUUL J.J4rM JI mullIUIV rUu Ivu•0041 r - 4/IJ 05-30358 01 Page 2 of 5 Test Specimen Description. (Continued) Glazing Details: The sash and fixed lite were glazed with I" thick sealed insulating glass fabricated with two 1/8" clear annealed sheets separated by a steel spacer system. The insulating glass was set from .the exterior against a double -sided adhesive tape and secured with single leaf, dual durometer vinyl glazing beads. Frame Construction: The PVC frame was assembled using mitered and welded corner construction. Rigid PVC roller tracks were applied to the sill. The center fixed sash was fastened to the head and sill using four molded plastic blocks, one at each sash conger. Each block was fastened with one screw into the sash and two screws into the frame. Sash Construction: The PVC sash were assembled using mitered and welded corner. construction. Screen Construction: The. screen was constructed from extruded aluminum: The corners were square cut and secured with plastic corner keys. Fiberrnesh screen cloth was held -in-place with a flexible splme Weatherstripping: Description uantYt Y Location 0. 187" backed by 0 460" 1 Row Interior meeting stiles high pile with center fin 0.187" backed by 0.250" 2 Rows Top and bottom rails, lamb stiles high pile with center fin 0.187" backed by 0..340" 1 Row Exterior side of exterior meeting high pile with center fin stiles 0.187" backed by 0 300" 1 Row hitenor side of exterior meeting high pile with center fin stiles Hardware: Description Quanti.ty Location 'IMetal c.uta lock 4 l'vteettttg stiles, 12" from each end and keeper Plastic dual roller assenZblr" 4 Bottom sash rail, one at each end Hpr•zy. !Uuz J�J4rM JIMUI41Uly ruu 11U•0041 r- J/IJ 05-30358.01 Page 3 of 5 Test Specimen Description.: (Continued) Drainage: Descriptio Quant Location 1-1/16" by 3/16" weepslot 2 Exterior sill face, 4" froze each end (with flap) 1" by 3116" weepslot 4 Interior sill track, 4" from each end, Intermediate sill wall, one at each end 1/4" diameter weephole 2 Exterior sill track, 4" from each end 3116" diameter weephole $ Bottom rails, one at each end, Sill screen track, one at each end ReWoreemcnC (E2 reinforcement) The exterior meeting stiles contained a rectangular shaped, formed steel reinforcement measuring 0.980" x 0.650" x 0.036" (reference drawing #SURECTI). The interior meeting stiles contained a rectangular shaped, formed steel reinforcement measuring 0 980" x 0 74.7" x 0 036" (reference drawing #UvaECT2). Installation. The window was installed into a wood buck constructed of Spruce -Pine -Fir construction lumber. The unit was sealed with silicone caulking at the exterior and interior perimeter with the exception of an approximate 6" void at each interior sill corner The unit was secured to the buck using four #8 wood screws, one at the top and bottom of each jamb (embedded 1-U2" into the wooden test buck). Test Results; The results are tabulated as follows: paragraph Title of Test - Test Method Results Allowed 2.21 5 1 Operating Force Left Sash Open 7 lbs 20 lbs max Close 5 lbs 20 lbs ma,% Right SaWi Open 4 lbs 20 lbs max Close 4 lbs 20 lbs max. HP( -Z`- CUUL J JONM JIMUU UN FuI 110 dd4I r - 0/IJ 05-30358.01 Page 4 of 5 Test Results: (Continued Paragraph Title of Test - Test Method Results Allowed 2.1.2 Air Infiltration: per ASTM E 283 @ 1.56 psf (25 mph) 0.09 efm/ft2 03 rfnVRZ max. Note #T: The tested specimen meets the performance levels specified in fiAMA/NWTYDA 1011I.S. 2-97 for air infiltration. 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 right meeting stile) @ 22.5 psf (positive) 0.052" 0.187" max. @ 22.5 psf (negative) 0.016" 0 187" max. 2.2.1.6.2 Deglazing Test per .ASTM E 987 Left Sash In operating. direction at 70 lbs Handle stile 0.060"/12% 0 500"/100% Meeting stile 0.060"/12% 0 500"/100% In remaining direction at 501bs Top rail 0.030"/6% 0.500"/100% Bottom rail 0.060"/12% 0.500"1'100% Right Sash In operating direction at 70 lbs Handle stile 0 060"/12% 0 500"/100% Meeting stile 0 060"/12% 0..500"/1000/0 In remaining direction at 50 Ibs Top rail 0 030"/6% 0.500"/100% Bottom rail 0.030"/6 0.500"/100% __..._HPf•IJ- 4UUL J M JIMU141UIv rub i IV Test Results: (Continued Paragay Title of Test - Test Method Results 2.1.7 Welded Corner Test Meets as stated 2.1..8 Forced Entry Resistance per ASTM F 588-97 Type. A Grade: 10 Hand and Tool Manipulation No entry Test Al through A7 No entry Hand and Tool Manipulation No entry 11U- 0041 r • 1i 10 05.30358..01 Page 5 of 5 Allowed Meets as stated No entry No entry No entry 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 per ASTIM E 330 (Measuren:_ents reported were taken on the right meeting stile) @ 75.0 psf (positive) 0.180" 0 187" max @ 75.0 psf (negative) 0.136° 0 187' 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 requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. For ARCHITECTURAL TESTING, INC Digitally signed by Lynn George Lynn George Project Manager LGAb 05-3035801 Steven M U11ch Senior Project Engineer r MODEL DESIGNATION: Simonton Endvent Series 40-40/40-45 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: Single up to 84" x 36" DESIGN PRESSURE RATING: Anchors: Positive 40.0 PSF Negative 40.0 PSF Windows: Design Pressure Ratings Vary; See Corresponding AAMA Test Report or Dade NOA or Florida P.E. Evaluation. . USABLE CONFIGURATIONS: XOX STUCCO GENERAL DESCRIPTION: The head and side jambs ore extruded PVC. The wolf thickness through which the anchor screw penetrates is a minimum of 0.070". of UJ UJ z_ MASONRY LINTEL 2.0„ \LO MIN. `N SILICONE CAULK 1/4" MAX. SHIM HEAD JAMB 1 HEAD JAMB 1 SILICONE CAULK STUCCO -, 3" x 3/16" TAPCON TYPE ANCHOR 1" x 2" 1 FURRING o �I DRYWALL SILICONE CAULK �1"x 6" 3" x 3/16" TAPCON TYPE ANCHOR 1.25" MIN. EMB. ' 1' x 2" FURRING DRYWALL SILICONE CAULK x 6" 1/4" MAX. SHIM _ SILICONE CAULK STUCCO VERTICAL JAMB U 2" x 3/16" TAPCON TYPE ANCHOR r—SILICONE CAULK INSIDE STOOL i SHIM MASONRY 1 " x 2" FURRING SILL DRYWALL 2.0" 1SILL z MIN. �m Lo a_ N w NOT 1. This system has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed herein. 2. For installations where the sub -buck is less than 1-1/2" (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1_ and 1707.4.4.2) Tapcon .type .concrete, anchors must be. used and the - length must be such that a minimum 1-1/4" engagement of the Tapcon into the masonry wall is obtained. 3. In the step down application, fill the anchoring screw holes with silicone prior to installing the anchoring screws. After the screws are installed, cover each screw head with silicone. Once the screws hove been covered with silicone, cover the screw access hole with an installation cap or Simonton approved sealant tape. 4. All interior and exterior perimeter surfaces of the window must be caulked. 5. See Manufacture's Installation Instructions for additional hardware anchoring if required. 6. Adjust Tapcon anchor locations, if necessary, to maintain a minimum 2.0" clearance from mortar joints. 7. When the optional Head Expanders ore used the Installer Must Adiust the anchor length to maintain the required minimum embedment into the substrate. M a) u7i c) >_ N L a E 0 Lr) E UZ J 3 un r7 N U_ W C li Ln - a LL N -0 O j C J > c o —� O t!'7 E: am N � � r - C �t- a> QNB} c N = O d - U O O o U -0 c U) oD o c c aci 2 U) O CL CL Z � O Z — O LLJ U Cn Cf) :75- Cn Cn Z WC) Z U � U Co W J" Z Z CE �x > O U O Z LL_ Q 813.659.9197 DATE: 5/08/02 SCALE: N.T.S. DWG. BY: TJH� CHK. BY: R.W. DRAWING NO.: S -119R1 SHEET 1 OF v HVr•L9- Luu[— J•JJrm 01muiliuiv rU�, 11J-0041 r v/ i� "N AINWWDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to:. SIMONTON WINDOWS SERXES/M[ODEL: 07-70 TYPE: PVC Horizontal Sliding Window (XX) with E2 Reinforcement Title of Test Results Rating HS -R50 73 x 51 Overall Design, Pressure 50 Psf Operating Force 81b. max.. Aar Infiltration 0.11 cfin/R Water Resistance 7.5 Psf Structural Test Pressure *75.0 psf Doglazing Passed Forced Entry Resistance Grade 10 Reference should be made to Report No. 05-30347.02 dated 04/02/02 for complete test specimen description and data. For ARCHITECTURAL: TESTING, INC. R, -CW^ Digitally signed by Lynn George Lynn George, Project Manager Mnlb MPI -49. cuuc J -ovrm oimvnivii rw, 7 Architectural Testing AANWNWWDA 101/1.S.2-97 TEST REPORT Rendered to: SIMONfON WINDOWS One Cochrane Avenue Pennsboro, West Virginia 26415-9403 nu•vuItI r - ai ii Report No: 05-30347.02 Test Date: 02/07/02 And: 03/06/02 Report Date: 04/02!02 Expiration Date: 02/07/06 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Simonton Windows to witness performance tests on a Senes/Model 07-70, PVC horizontal sliding window at their test facility located in Pennsboro, West Virginia. The sample tested successfully met the performance requirements for an HS -R50 73 x 51 rating.. Test specimen descriptions and results are reported herein. Test Specification. The test specimen was evaluated in accordance with AA__1A/N*W`WDA 101/1 S..2-97, Voluntary Specifications for Alurmnum, Vinyl (PVC) and Wood Windows and Glass Doors.. Test Specimen Description: Series/.Model: 07-70 Type: PVC Horizontal Sliding Window (Type XX with E2 Reinforcement) Overall Size: 61" wide by 4' 3" high Sash Size (2): 2'11-13/16" wide by 3' 10-13/16" high Screen Size: 2'10-7/8" wide by 3' 10-11116" high Finish: All vinyl was white Glazing Details: The sash were exterior glazed with I" thick sealed insulating glass fabricated with two 1/8" clear annealed sheets separated by a steel spacer system. The glass was set against a double -sided adhesive tape and secured with single leaf, dual durometer vinyl glazing beads. 130 Derry Court York. PA 17402.9405 phone. 717 764 7700 fax. 717 764.4129 www archtest Com MVI •LJLuuuvrIII viIll vitiviT i uv I. f 05-30347.02 Page 2 of 5 Test Specimen Description: (Continued) Weatherstripping: Deggnp—tion Location 0.187' backed by 0.460" 1 Row Lock stile high pile with center fin 0.187" backed by 0.250" 2 Rows Top and bottom rails, jamb stiles high pile with center fin 0..187" backed by 0.340" 1 Row Exterior side of keeper stile - high pile with center fin 0.137" backed by 0300" 1 Row Imenor side of keeper stile high pile with center. fin Frame Construction: The PVC frame was assembled using mitered and welded corner construction. Rigid PVC roller tracks were applied to the sill. Sash Construction: The PVC sash were assembled using mitered and welded comer construction. Screen Construction. The screen was constructed from extruded aluminum. The corners were square cut and secured with plastic corner keys. Fibermesh screen cloth was held-in-place with a flexible spline. Hardware: Description uantit Location Metal cam lock 2 Meeting stiles, 12" from each end and keeper Plastic dual roller assembly 4 Bottom sash rails, one at each end PVC sash anti-lift 2 Head, one to each track nVf •LJ• LUUL J•Jurm JIMVRIVIT rUV I ITV•VU1l r - iI; iJ 05-3034.7.02 Page 3 of 5 'fest Specimen Description: (Continued) Drainage: Descrirtio Quanti Location 1-1/16" by 3116" weepslot 2 Exterior sill face, 4" from each end (with flap) I" by 3/16" weepslot 4 Interior sill track, 4" from each end, Intermediate sill wall, one at each end. 1/4" diameter weephole 2 Extenor sill track, 4" from each end 3/16" diameter. weephole 6 Bottom rails, one at each end, Sill screen track, one at each end Reinforcement: (E2 reinforcement) The interior meeting stile contained a rectangular shaped, formed steel reinforcement measuring 0.980" x 0.747" x 0..036" (reference drawing....-..- #SIMRECT2). The extenor .meeting stile contained a rectangular shaped, formed steel reinforcement measuring 0.980" x 0.650" x 0.036" (reference drawing. #SIMRECT1). Installation. The window was installed into a wood buck constructed of Spruce -Pine -Fir construction lumber. 'The unit was sealed with silicone caulking at the exterior and interior perimeter with the exception of an approximate 6" void at each interior sill corner. The unit was secured to the buck using four #8 wood screws, one at the top and bottom of each jamb (embedded 1-1/2" into the wooden test buck). ']rest Results; The results are tabulated as follows: ParagTavli Title of Test , Test Method Results Allowed 2.2.1.5.1 Operating Force Left Sash Open 7 lbs 20 lbs max. Close 8 lbs 20 lbs max Right Sash Open 8 lbs 20 lbs max. Close 7 lbs 20 lbs max. • n r i - r u u v v u v v v i m v i m v n. v .. . u v, I n v v v� i . � u i v - 05-30347.02 Page 4 of 5. Test Results: (Continued) Faragrgph Title of Test - Test Method Results Allowed 2.1.2 Aar Infiltration per ASTM E 283 @ 1:56 psf (25 mph) 0.11 cfw/ft, 0.3 cftn/ft' max. Note 41 The tested specimen meets the performance levels specified in ,AA.VA/NWW ,4 101/1 S 2-97 for air inf Utration. 2.1.3 Water Resistance per ASTM E 547 (with and without screen) WU = 2.86 psf No leakage No leakage 2.1-42 Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the exterior meeting stile) @ 22.5 psf (positive) 0.035" 0.187" max. @ 22.5 psf (negative) 0.024" 0.187" max. 2.2.1.6.2 Deglazing Test per ASTM! E 987 Left a• In operating direction. at 70 lbs Handle stile 0.060i12% 0.500"/100% Meeting stile 0.060"/12% 0.500"/100% In remaining direction at 50 lbs Top rail 0.0601112% 0.500"1100% Bottom rail 0..060"/12% 0,5001,1100% RiSILt Sash In operating direction at 70 lbs Handle stile 0.030`76% 0..500"/I00'/o Meeting stile 0.060"112% 0.500"1100% In remaining direction at 50 lbs Top rail 0.090"/18% 0 500"1100% Bottom. rail 0 030"16% 0 50011/100% 2.1.7 Welded Coiner Test Meets as stated Meets as stated AVr•L�• 1uuz— d•J-0riv imunivii ruu I Test Results: (Continued) ParagQ Title of Test - Test Method Results 2.1.8 Forced Entry Resistance per .ASTM F 588-97 Type: Grade: 10 Hand and Tool Manipulation No entry Test .Al through A7 No entry Hand and Tool Manipulation No entry, 05-30347.02 Page 5 of 5 Allowed No entry No entry No. entry 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 per ASTM E 330 (Measurements reported were taken on the exterior meeting stile) @ 75 0psf (positive) 0..132" 0.187" max. @ 75..0 psf (negative) 0..171" 0.187" 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 requirements of the above referenced specification This report does not constitute certification of this product, which may only be granted by the certification program administrator. For ARCHITECTURAL TESTING, INC: DigxiaUy 3tgned by Lynn Ceorp - Lynn George Project Manager LG.n1b 05-3034702 Steven M. Urich, P.E. Senior Project Engineer 1 x 2' m FURRING y MODEL DESIGNATION: Simonton Horizontal Slider Vinyl Window 3 W DRYWALL c � MAXIMUM OVERALL NOMINAL SIZE.- Single up to 73" z 51" \ MASONRY UNTEL2.5' ¢ N DESIGN PRESSURE RATING: Anchors: Positive 50.0 PSF Negative 50.0 PSF N 1' x 2" C Windows: Design Pressure Ratings Vary; See FURRING Jj 3� x 3/16' TAPCON c a CV 9 9 7• y, TYPE ANCHOR c o d Corresponding Test Report, Dade NOA In eo p 00 C) N a1 aJ or Florida, P.E. Evaluation. c V c USABLE CONFIGURATIONS: XX, OX or XO STUCCO m _. Yom__. E c aci 2 SILICONE c. O tl C1. GEN . FRAL DESCRIPTION: The head and side CAULK DRYWALL jambs are PVC extruded by Simonton Windows. The wall thickness through 1_ x 6' rl which the anchor screw . penetrates in the .head ^� ° F HEAD JAMB --� 3" x 3/16" 7APCON � -- and side jambs is 0.070. TYPE ANCHOR \yr�g[�1rtr m D DSILICONa �t i�>rf Jme� L 1.25' .MIN. EMB. CAUQt f r ! Ory, > O rF�'d •� �,y'0y�+; v m m STUCCO`. %�'8� t ¢ �.'. o o m {jfb' e Ljt HEAD JAMB tT- U_ i G 3' _ 1 VERiCAAMt a - i a' to _! 3. 0 in M 01 2" x 3/16" TAPCON [a ' TYPE ANCHOR QSILICONE CAULK to SILICONE CAULK LO >_ i .,. I Z tY INSIDE STOOL STUCCO ZO U _ SHIM W Lo Z w r MASONRY 1' x .2 FURRING =.1 3 SILL DRYWALL O Lr) O `. cr 3 o O Z O i- Cd Z Go N Z W 2.5' CE SILL CARIBOU LEG SHOWN O 2 1N CROSS SECTION, U .n OPTIONAL HOOKABOO LEG Z L_ EXTENSION DETAILED. Q 913 584 3831 CONSULTANTS, INC u • - '� � � `' • �'� • • � NOTE ) This system has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loods for Buildings. -DATE 4/12/02 ----- --- - --- ------ - SCA r_ ALTS.-- -' ------ ------ _ --- ond -DiheT-Strut ur3 es do not cxc�-ttie �iesi�n-pressure -rotirtgs-tista��arein.----. --- 73' MAX. OVERALL WIDTH 2. For installations where the sub -buck is less than 1-1/2" (FBC section 1707.4.4 Anchorage Methods DWG. 8Y: w:LN. CHK. BY: iLW, ond sub -sections 1707.4.4.1 and 1707.4-4.2) Tapcon type concrete anchors must be used and the DRAwING NO: lengttr must be such that a minimum 1-1/4' engagement of the Topcon into the masonry wall is obtained. S-102 - ' SHEET 1 OF 1 1 AAMA/1V`'WDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: SIMONTON WINDOWS SERIES/MODEL: 75-75 TYPE: PVC Double Hung Windows (with A2 Reinforcement and Slotted Cavity Plugs) Reference should be made to Report No. 05-30308.01 for complete test specimen description and data. For ARCHITECTURAL TESTING, INC. Lynn George, Project Manager LG:nlb Results Title of Test Test Specimen #1 Test Specimen #2 Test Specimen ##j Rating H-LC25 56 x 84 H-LC35 52 x 71 H-LC55*- 36 x 72 Overall Design Pressure 25 psf 35 psf 55 psf Operating Force 34 lbs max. N/A NH--- Air Infiltration <0.08 cfm/ N/A N Water Resistance 5.25 psf N/A 8.2 Structural Test Pressure ._- 3-7:S-psf 52:5 -psf _ - -. _ _-82:Passed Deglazing N/A NForced Entry Resistance Passed N/A N Reference should be made to Report No. 05-30308.01 for complete test specimen description and data. For ARCHITECTURAL TESTING, INC. Lynn George, Project Manager LG:nlb A i3 AL Architectural Testing. A 101/1.5.2-97 TEST REPORT Rendered to: SIMONTON WINDOWS One Cochrane Avenue Pennsboro, West Virginia 26415 Report No.: 05-30308.01 Test Date: 12/07/01 Report Date: 12/19/01 Expiration Date: 12/07/05 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Simonton Windows to witness performance tests on three Series/Model 75-75, PVC double hung windows at their facility in Pennsboro, West Virginia. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1 H-LC25 56 x 84; Test Specimen #2 H-LC35 52 x 71; Test Specimen #3 H-LC55* 36 x 72. Test specimen description and results are reported herein. General Note: An asterisk (*) next to the performance grade indicates that the size tested for optional pe7 formance was smaller than the minimum test size for the product type and class. Test Specification: The test specimen was evaluated in accordance with A 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 75-75 Type: PVC Double Hung Window (with A2 Reinforcement and Slotted Cavity Plugs) Test Specimen #1 H-LC25 56 x 84 Overall Size: 4'8" wide by TO" high Top Sash Size: 4'3-3/4" wide by T 4-1/16" high Bottom Sash Size: 4'4-3/4" wide by 3'5-1/16" high Screen Size: 4'3-7/8" wide by 3'5-3/811 high 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fw- 717 7Fd Al 7Q ni 05-30308.01 Page 2 of 7 Test Specimen Description: (Continued) ' Test Specimen #2: H-LC35 52 x 71 Overall Size: 4' 4" wide by 5' 11" high Top Sash Size: 3' 11-3/4" wide by 2' 10-5/8" high Bottom Sash Size: 4'0-3/4" wide by 2' 11-5/8" high Screen Size: 3' 11-13/16" wide by 2' 10-7/8" high Test Specimen #3: H-LC55* 36 x 72 Overall Size: TO" wide by 6'0" high Top Sash Size: 2'7-3/4" wide by 2' 10-3/16" high Bottom Sash Size: 2'8-3 /4" wide by 2' 11-1/8" high Screen Size: 2'7-11/16" wide by 2' 11-5/8" high The following descriptions apply to all specimens. Finish: All vinyl was white. Glazing Details: The sash were exterior glazed with 3/4" thick, sealed insulating glass fabricated from two sheets of 3/32" thick annealed glass and a steel spacer system. The glass was set onto a double -sided adhesive tape and secured with dual durometer snap -in vinyl glazing beads. 1 Weatherstripping: Descriptio Quanti Location 0:187, backed -by 0 210 _- 1 -Row. 4 _Sill _� high pile with center fin 0.187" backed by 0.250" 1 Row Lock rail, keeper rail, and top rail high pile with center fin 0.187" backed by 0.250" 2 Rows Bottom sash stiles high pile with center fin 05-30308.01 Page 3 of 7 Test Specimen Description, Weatherstripping: (Continued) Description _ uanti Location _ 0.187" backed by 0.250" 3 Rows Top sash stiles high pile with center fin 0.187" backed by 0.340" 1 Row Exterior of bottom sash stiles, high pile with center fin and exterior of keeper rail 7/16" diameter, offset, vinyl 1 Row Bottom rail jacket/hollow foam -filled bulb, with semi-rigid exterior leaf 0.187" backed C -fold 1 Row Bottom rail vinyl jacket/foam-filled leaf 0.187" backed 0.250" high 1 Row Head adapter vinyl jacket/foam filled bulb 0.187" backed 0.250" high 2 Rows Top rail vinyl jacket/foam filled bulb Frame Construction: The PVC frame was constructed using mitered and welded corner construction. A PVC snap -in adapter was located at the head. Sash Construction: The PVC sash were assembled utilizing mitered and welded corner construction. Screen Construction: The screen was constructed with extruded aluminum. The comers were square cut and secured using plastic comer keys. The fiberglass mesh screen cloth was held -in-place with a flexible vinyl spline. Plastic tilt latch 4 Top comers of each sash Metal pivot bar 4 Bottom comers of each sash Constant force balance system 4 Two per jamb, three coils per balance r Test Specimen Description: (Continued( Drainage: Description 1-1/16" wide by 1/8" high weephole (with flap) 1-1/16" wide by 3/16" deep weephole (with slotted cavity plugs) 1" wide by 3/16" high weepslot 3/16" diameter hole 05-30308.01 Page 4 of 7 uanti Location 2 Exterior face of sill, one 3-1/16" in from each end 2 Sill/jamb intersection, one at each end 2 Sill intermediate leg 4 Bottom rail and exterior interlock rail, one 3/4" from each end Reinforcement: (Simonton Code A2) The lock rail, contained a hollow rectangular shaped, extruded aluminum reinforcement measuring 0.989" x 0.796" x 0.062" (reference drawing #60074). The ' keeper rail, contained a hollow custom shaped, extruded aluminum reinforcement measuring 0747" x 0:488" x 0.060" (reference drawing #58167). Installation: The unit was installed in a wood buck constructed of Spruce -Pine -Fir construction lumber and secured with four #8 wood screws, one at the top and bottom each jamb (embedded 1-1/2".into the wooden test buck). The unit was sealed at the interior and exterior perimeter with a silicone caulking, with the exception of an approximate 6" void at each interior sill corner. 1 Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: (H-LC25 56 x 84) 2.2.1.6.1 Operating Force Top Sash Opening 25 lbs 35:lbs max. Closing 28 lbs 35'lbs; max. Bottom Sash Opening 34 lbs 35 lbs max. Closing 281bs 35 lbs max. Test Results: Paragraph Title of Test - Test Method Results Test Specimen #I: H-LC25 56 x 84 (Continued) 05-30308.01 " Page 5 of 7 Allowed 2.1.2 Air Infiltration per ASTM E 283 @ 1.57 psf (25 mph) 0.08 cfrn/f Z 0.3 cfin/fmax. Note #1: The tested specimen meets the performance levels specified in AAM,41NWWDA 101/I.S. 2-9 7for air infiltration. 2.1.3 Water Resistance per ASTM E 547 (with and without screen) WTP = 3.75 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) @ 37.5 psf (positive) 0.101" 0.207" max. @ 37.5 psf (negative) 0.141" 0.207" max. 2.2.1.6.2 Deglazing Test per ASTM E 987 _OD Sash In operating direction at 70 lbs Lift rail 0.125"/25% 0.500"/100% Meeting rail 0.060"/12% 0.500"/100% In remaining direction at 50 lbs Left stile 0.060"/6% 0.500"/100% Right stile 0.060"/6% 0.500"/100% Bottom Sash In operating direction at 70 lbs -Lifft_ra11...- Meeting rail 0.060"/12% 0.500"/100%0 In remaining direction at 50 lbs Left stile 0.060"/12% 0.500"/100%0 Right stile 0.060"/12% 0.500"/100% 2.1.7 Welded Comer Test Meets as stated Meets as stated r :-- 05-30308.01 Optional Performance 4.3 Water Resistance per ASTM E 547 (with and without screen) WTP = 5.25 psf No leakage No leakage Test Specimen #2: H-LC35 52 x 71 Ootional Performance 4.4.2 Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the exterior meeting rail) @ 52.5 psf (positive) 0.092" 0.192" max. @ 52.5 psf (negative) 0.122" 0.192" max. t Test Specimen #3: H-LC55* 36 x 72 Optional Performance Resistance per ASTM E 547 (with and without screen) WTP = 8.25 psf No leakage No leakage 4.4.2 Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the exterior meeting rail) @ 82.5 psf (positive) 0.047" 0.127" max. @ 82.5 psf (negative) 0.033" 0.127' max. Page 6 of 7 Test Results: Paragraph Title of Test - Test Method. Results Allowed Test Specimen #1: H-LC25 56 x 84 (Continued) 2.1.8 Forced Entry Resistance per AAMA 1302.5-76 Test A No entry No entry Test B No entry No entry Test C No entry No entry - Test D No entry No entry Test E No entry No entry .Test F No entry No entry Test G No entry No entry Optional Performance 4.3 Water Resistance per ASTM E 547 (with and without screen) WTP = 5.25 psf No leakage No leakage Test Specimen #2: H-LC35 52 x 71 Ootional Performance 4.4.2 Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the exterior meeting rail) @ 52.5 psf (positive) 0.092" 0.192" max. @ 52.5 psf (negative) 0.122" 0.192" max. t Test Specimen #3: H-LC55* 36 x 72 Optional Performance Resistance per ASTM E 547 (with and without screen) WTP = 8.25 psf No leakage No leakage 4.4.2 Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the exterior meeting rail) @ 82.5 psf (positive) 0.047" 0.127" max. @ 82.5 psf (negative) 0.033" 0.127' max. MODEL DESIGNATION Simonton Double Hung Series 07-70 / 75-70 / 07-09 Vinyl Window MAXIMUM OVERALL NOMINAL -SIZE - Single up to- 52" x 2.0" DESIGN PRESSURE RATING: Anchors: Positive 50.0 PSF Negative 50.0 PSF MASONRY LINTEL MIN. Windows: Design Pressure Ratings Vary; See in LO Corresponding HAMA Test Report or Dade NOA 1 ^ x 2" or Florida P.E. Evaluation. a FURRING USABLE CONFIGURATIONS- X GENERAL DESCRIPTION: e Q e .4 a X The head and side jambs are extruded PVC The wall thickness through which the anchor screw penetrates is a minimum of 0.070". .6 Q�. A . 6" i 3 STUCCO '_<< SILICONE CAULK 1/4" MAX. _ SHIM HEADER JAMB — INTERIOR 1SASH TRACK EXTERIOR SASH TRACK INTERIOR SASH TRACK — RAIL — EXTERIOR SASH TRACK 1" x 2" FURRING DRYWALL 1" x 6" SILICONE CAULK r;J 114" MAX. SHIM i` 3" x 3/16" TAPCON o ? N TYPE ANCHOR � DRYWALL �o ILII u i" x 6" SILICONE CAULK 3 1/2" x 3/16" TAPCON TYPE ANCHOR 1.25" MIN. EMB. SILICONE CAULK' HEAD JAMB r i 3 1/2" x 3/16" TAPCON TYPE ANCHOR SILICONE CAULK STUCCO VERTICAL JAMB SILICONE CAULK STUCCO -_� MASONRY SILL _ . 7.625" —I SILL SILICONE CAULK INSIDE STOOL SHIM I' x 2" FURRING r- DRYWALL HOOKABOU LEG SHOWN IN CROSS SECTION, OPTIONAL CARIBOU LEG EXTENSION DETAILED. NOTE: 1. This installation has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the -design pressure ratings listed herein. 2. For installations where the sub—buck is less than 1-1/2" (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 Manufactures Installation Instructions for additional hardware anchoring if required. 5. Adjust Topcon. anchor locations, if necessary, to maintain a minimum 2.0" clearance from mortar joints. 6. When the optional Head Expanders are used the Installer Must Adjust the anchor length to maintain the required minimum embedment into the substrate. N O NN N 0 ,.v' EU�aN 17 acc 5, 3 STUCCO '_<< SILICONE CAULK 1/4" MAX. _ SHIM HEADER JAMB — INTERIOR 1SASH TRACK EXTERIOR SASH TRACK INTERIOR SASH TRACK — RAIL — EXTERIOR SASH TRACK 1" x 2" FURRING DRYWALL 1" x 6" SILICONE CAULK r;J 114" MAX. SHIM i` 3" x 3/16" TAPCON o ? N TYPE ANCHOR � DRYWALL �o ILII u i" x 6" SILICONE CAULK 3 1/2" x 3/16" TAPCON TYPE ANCHOR 1.25" MIN. EMB. SILICONE CAULK' HEAD JAMB r i 3 1/2" x 3/16" TAPCON TYPE ANCHOR SILICONE CAULK STUCCO VERTICAL JAMB SILICONE CAULK STUCCO -_� MASONRY SILL _ . 7.625" —I SILL SILICONE CAULK INSIDE STOOL SHIM I' x 2" FURRING r- DRYWALL HOOKABOU LEG SHOWN IN CROSS SECTION, OPTIONAL CARIBOU LEG EXTENSION DETAILED. NOTE: 1. This installation has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the -design pressure ratings listed herein. 2. For installations where the sub—buck is less than 1-1/2" (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 Manufactures Installation Instructions for additional hardware anchoring if required. 5. Adjust Topcon. anchor locations, if necessary, to maintain a minimum 2.0" clearance from mortar joints. 6. When the optional Head Expanders are used the Installer Must Adjust the anchor length to maintain the required minimum embedment into the substrate. N O NN N 0 EU�aN acc 5, 1n O ct: U O W Ln CD O _ _Z U Y J O k 6 2 U Or C O " "�BUIIDINC CONSULTANTS, INC 613.659.9197 DATE: 4/12/02 SCALE: N.T.S. DWG. SY: W.L.N. CHK. BY: R.W. DRAWING NO.: S -101R1 SHEET 1 OF 1 41 S I MON TORI' W I N D O W S May 28, 2.002 To whom it may concem: Simonton products are sold under various marketing names, but the sash and frame codes associated with each product remain constant and are clearly marked on the HAMA labels, the installation drawings, and the AAMA test reports. Below you will find the associated translations from the Simonton nomenclature to the RMA nomenclature. SASH / FRAME CODES PRODUCT STYLES SIMONTON WINDOWS MARKETING NAMES R1NIA MARKETING NAMES 07-75 (a' PW—DH—SL-EV 6500 Series Renovation 6500 Series 40-40 NH 07-70 PD — DPW — SDL 08-09 CS—AW—NH 40-45 DH 6100 Series Renovation 6100 Series 40-40 PW-SL—EV—NH 08-09 CS—AW—HP 07-70 PD — DPW — SDL 07-70 DH—PW—GD StormBreaker Plus 08-09 CS — AW StormBreaker Plus 40-06 (d) PW—SH—SL—EV Dimension Series Renovations 6060 Series • Waiver system approved by AANIA (See Table B & Table C): a. Renovations 6500 products manufactured as the 07-75 are also waived under the 75-75 product certification reports. b. Renovations 6500, 6100 and StormBreaker Plus products manufactured as the 07-70 are also waived under the 07-07, and 75-75 product certification reports. C. Renovations 6500, 6100, and StormBreaker Plus series casements, awnings and hoppers manufactured as the 08-09 are also waived under the 08-08 product certification reports. d. Renovations 6060 series products manufactured as the 40-06 are also waived under the 40-17 product certiflcation reports. Corporate Headquamrs Rosemar Office Park - 5300 Briscoe Road - P.O. Boz 1646 - Parkersburg, WV 26102.1646 Tel: 304.428.8261 -800.542.9118 - Fax 304.485.1476 - www.simonton.com Pm ssboro Plant One Cochrane Avenue - Pennsboro, WV 26415-9403 -Tel: 304.659.2903 -800.746.6686 - Fax 304.659.3657 ELLENSORO - HARRISVILLE - PARIS - PARKERSBURC - PENNSBORO - VACAVILLE T KEY: PW = Picture / Fixed Window; SH = Single Hung; DH = Double Hung; SL = Slider; EV = Endvent; PD = Patio Door, DPW = Door Picture Window; SDL = Side Dead Lite; DL = Deadlite; CS = Casement; AW= Awning; HP = Hopper, GD = Garden Door, NH = No Hinge Casement FABLE B Window Code Reference Chart For Test Reports For each window code, reference a test report for the code shown in the '1st" rnhimn nrimari/v_ than the 02nd" and "3rd" columns respectively for waiver (ex 75-75 waiver the 07-07). If you have additional questions concerning the information above, please contact your Simonton Representative. Sincerely, ,1iy1mw Heman M.O. Sweet II - econdary Test Report code) iiiiii00 A -//////////////////////////j///////j •j/////// If you have additional questions concerning the information above, please contact your Simonton Representative. Sincerely, ,1iy1mw Heman M.O. Sweet II