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HomeMy WebLinkAbout108 Water Oak DrPermit #: o v � 0 Job Address: _1.015- wer fry - Description of Work: Historic District: & RI Zoning: PI.FASF CAII NAN @ 407. 4t;R-lflln WHFN READY ,THANKS CITY OF SANFORD PERMIT APPLICATION f t Date: -LACE eborn rm r cF ew. . RE tD Value of Work: S 7S0 • 2 ra ZOO 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 do 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: —...# of Storiess:��y� # of Dwelling Units: Flood Zone. (FEMA form required for other than X) Parcel #:1I ' LJ.J �Q �J"i'� '�A�.IIJ ^ �IYQ (Attach Proof of Ownership & Legal Description) Owners Name & Address: _Me Phone: 4V 1-1-;44 - 10 '1 Contractor Name & Address: LOWE' S Peter Anothy CafaroI I I '4948 Tell son Place . ORLANDO, FL 32822 Sloe.License Nstnber CGC 1508417 Phone & Fax. 407-467-2643/407-327-0910 Contact Persod. MINDY HOLMES phone 407 468-1011 Bonding Company: NA Address:. Mortgage Lender: NA Address: Arcbitect/Engincer. NA Phone Address: Fa:: 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 eoosbuction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing 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 dot may be found in the public records of This county, and theremay be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of.the Signature of Owncr/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID APPLICATION APPROVED BY: Bldg: Zoning: rtisl � te} .Special Conditions: requi FS 713. J77M, S i gna, t U r C-Orma or entmu a e M nlmg nbador/Age e i of our: Sta of Florida Date Contractor/Agc t' r"I�gRON _ Produced D oM #DD 198491 EXPIRES- February25, 2007 Imo 7 -NOTARY FL Not Un °y M Assoc. Co. (Initial & Date) (Initial & Date) (Inib ) I Improving Nome Improvement 4948 Tellson PL Orlando, Florida 32812 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: OLD To: Building Department From: Peter Anthony Cafaro Ell - -,..A 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 =& V-6) for a Cb0 r permit for work to be performed at a location described as: (Address of Job) fop, Walt1r Oae Or (Owner of Property) & t _ M- I _- kJ - And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony Cafa(p III Area Installed Sales Man Primary State Qualifier CGC 1508417 CCC 1326824 State of Florida County of Orange The forgoing instrument was acknowledged before me as Peter Anthony Cafaro III, who is personally known to me and who did not take an oath. Sworn to and subscribed before me this --h day of"h ,2006. �vs► Notary Public State of Florida Geoffen L HORS No.public �`Commission DD387355 My commission expires "► MY Co Otn8ll D Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/plstweb/re web.seminole_county_title?parcel=112030509000... 7/26/2006 DAVID JomnsoN. CFA. ASA PROPERTY APPRAISER ti 5E 41HOLE COUNTY FL AF. 1 T01 E. FIRST ST 9AocF=D: Fr_32771-1468 407-663;7508 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 11-20-30-509-0000-0760 Number of Buildings: 1 Owner NEEFF NORMA J Depreciated Bldg Value: $95,706 Mailing Address: 108 WATER OAK DR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $22,000 Property Address: 108 WATER OAK DR SANFORD 32773 Land Value Ag: $0 Subdivision Name: HIDDEN LAKE VILLAS PH 4 Just/Market Value: $117,706 Tax District: S1-SANFORD Assessed Value (SOH): $73,139 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor. 0103-TOWNHOME Taxable Value: $48,139 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vacllmp Qualified Tax Value(without SOH): $1,161 WARRANTY DEED 08/2003 05000 0834 $83,900 Improved Yes 2005 Tax BIII Amount: $918 WARRANTY DEED 01/1985 01607 0407 $53,000 Improved Yes Save Our Homes (SOH) Savings: $243 WARRANTY DEED 01/1985 01607 0406 $100 Vacant No 2005 Taxable Value: $46,009 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LEG LOT 76 HIDDEN LAKE VILLAS PH 4 PB LOT 0 0 1.000 22,000.00 $22,000128 PGS 26 TO 28 BUILDING INFORMATION Bid Old Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 1985 6 1,020 1,333 1,020 CB/STUCCO $95706 $104028 FAMILY FINISH Appendage I Sgft GARAGE FINISHED/ 297 Appendage 1 Sqft OPEN PORCH FINISHED 116 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment Enclosed Porch Finished,Base Semi Finshed Permits Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad NE: em tax purposes. you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/plstweb/re web.seminole_county_title?parcel=112030509000... 7/26/2006 r ,,4N ::- TM-EPHONE 11657-neeff, norma -7-26-06 tiff) [4) �. �.t•, .. �� E11_a,y71, �;�IB.* r+7 til Lul/ Y� !• tys.� p CU3TOME • iTREETADOR"$Z t � v LIV- SMEET WOW99Za Q-6 IVA7 C 0 ,� V 2773 ,t t c (�v ' ��� � - im�iately (,� (within of door STATE L X777-3 GFso- '" K** w ,�y*�r *y j, �'i'-s!*«yy-4Yw•* "Win F�-�lM'�i7r �*��' M r�tt1 _.a.a:aL�Z7 114,.cfi�1'y� �,t�. file 'k'�� 9f.�' IF This is a contract between Lowe's (as defined in the Tom" and Conditions) (`Lowe's"), and the Above-named Customer for the in stellntion of goods at the Customer's rer�ssisdential premises (the'Premises") at the following installation address' Aj�10, ATE ZIP Lowe' - s to arrange normal installation of the following door(s): Exterior 7� Interior Prehung Unit .—X—Slab Itern Number ❑ For warranty to be veNd - nH LH ❑ customer must finish frame ff Doors) Size ❑ 36 x 80 ❑ 32x80 Other Size ��� � - im�iately (,� (within of door hem Number RH C LH ❑ after installation. 8 Door(s) Size ❑ 36 x 80 ❑ 32x80 ❑ Other Size - — Customer initials _ Delivery of Door YeK No ❑ (check one) Haul away of any debris related to installation: Yesk No ❑ (check one) Basic Installation Includes the following: *Normal Installation of door in same size square opening in good condition *Installation of hardware with pre -bored door •Reinstaliation of present casing or customer provided new Casing Clean-up of job -site Basic Installation does not Include the following: *Reframing or alterations to existing structure or carpentry work resulting from old or damaged structure *Any reinstallation of Burglar Alarms *Any painting or staining or finishing of new door unit *Reinstallation of Screen or Storm or Security Door *Reinstallation of vinyl or aluminum covering on exterior molding With the exception of Burglar Alarms and finishing, any of the above labor Items can be contracted at an additional cost and must be specifically Hated In the additional specifications block on this contract. Wft s ��i*w i! iri* •s••a e • s . w•r rs*r•s •• + i N•1fN*s It t� pr •�R• F NN w Y y i"r�M *!� 2�'1'I-M=f} ._ trSN�lit+1.1{fUli<ilei.A, atiZ.� �.± :i.•.i•� �-.' s s1 ;! rs y' • bra �} sa ,1���w!� d���� LIM-! 3��i—M.411mA' Addi'donal SWfflCallons: The Environmental Protection Agency (EPA) has requested that 'b Maria 3 37,41 Lowe's notify Installation customers that a lead based paint hazard may exist In dwellings bulli 'Tax prlor to 1978. See pamphlet EPA 747-K-99-1101 for details. Labor � k 5'TR- "-- .*Tax Tout Z+ t� tn/ ✓ a,.ca torr ru nsatnora. Work Is to eomtnenee upon reasonable avallablllty of Controctor which Is en"clpetsd to be _ _ (fill In dam]• eaEmaMd oonwiledon daft Is (fly In dabej. NOTICE To cu sTomER AN items listed in this contract and specirkatim sheens) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes sound existing substrxwres, superstructure and points of attachments. Extra labor or material incident to lnstallation necessitated by defective substnleturas, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra poet to customer. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER- STAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATU ©y�eepp WITNESS OUR HAND(S) AND S S) BELOW T DAY OF V .--� _ owner (Seal) Lor Above Spouse !VILE COPY •2006-07-26 SSZR135A PAGE: 1 11657-neeff, norma -7-26-06 (1728x2188x2 dff) 06:25 407-430-4069 1657 -INSTALLED SALES P` / LOWE'S HOME CENTERS, INC. SAF 1657 DATE: 07/26/06 3780 ORLANDO DRIVE SANFORD ORDERED FOR: NEEFF, NORMA (407)430-4060 ADDRESS: 108 WATER OAK DR SANFORD FL 32773 PHONE: (407)221-7840 VF,NL)OR NAME :. CONTACT : _ ADDRESS: ATT PHONE: J ORLANDO FL 32818 FAX : PROJECT: 159237689 PERMIT FEE LOWES PO: 23097442 LOWES INVOICE: 82444 ASSOCIATE: PAUL DUNLOP EST DELIVERY: 07/22/06 AR NUMBER: FL QTY ITEM ITEM DESCRIPTION BIN VEND PART# COST EXT COST ------------------------------------------------------------.------ 1 147142 PERMIT FEE PERMIT FEE F s K Architectural Testing ANSI/AAMA/NWWDA 101/I.S.2-97 TEST REPORT Rendered to: PELLA WINDOWS AND DOORS SERIES/MODEL: 10 PRODUCT TYPE: PVC Sliding Glass Door Title SummEy of Results Rating SGD-R25 96 x 96 Operating Force In Motion 7 lbs max. Air Infiltration 0.14 cfm/ft Water Resistance Test Pressure 5.25 psf Uniform Load Deflection Test Pressure ±25.0 psf Uniform Load Structural Test Pressure ±37.5 psf Forced Entry Resistance CAWM 300-96 This report contains in its entirety: Cover Page: 1 page Report Body: 6 pages Drawings: 15 pages pU�►nnmu,rq, \``X� r,,�.::....... ' = No. 58920. `:'• !-'STATE.-:. OF:>: ZONN- 2008.02.17 11:17:18.05W Reference should be made to ATI Report No. 49829.12-122-44 for complete test specimen description and data. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Architectural Testing ANSI/AAMA/NWWDA 101/l.S.2-97 TEST REPORT Rendered to: PELLA WINDOWS AND DOORS 2000 Proline Place Gettysburg, Pennsylvania 17325 Report No.: Test Dates: Through: And: Report Date: Expiration Date: 49829.12-122-44 03/11/04 03/30/04 10/29/04 02/16/06 03/30/08 Project Summary: Architectural Testing, Inc. (AT]) was contracted by Pella Windows and Doors to perform testing on a Series/Model 10, PVC sliding glass door. The sample tested successfully met the performance requirements for a SGD-R25 96 x 96 rating. Test specimen description and results are reported herein. Test Specification: The test specimen was evaluated in accordance with ANSI/AAMA/NWWDA IOl/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 10 Product Type: PVC Sliding Glass Door Overall Size: 7' 11-1/2" wide by 7"11-1/2" high Panel Size: 4'0-5/8" wide by 7'8-7/8" high Daylight Opening Size: 3'8-1/8" wide by 7'4-1/2" high Screen Size: 4'0-5/16" wide by 7'9-7/8" high Finish: All PVC was white. Glazing Details: The 3/4" insulating glass was fabricated using two sheets of 3/16" thick clear tempered glass and steel InterceptTM spacer system. Each panel was exterior glazed against dual -sided adhesive foam tape and secured using PVC glazing beads. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Architectural Testing Test Specimen Description: (Continued) Weatherstripping: Description Quantity 0.187" backed by 0.210" 1 Row high polypile with fin 0.270" backed by 0.230" 1 Row high polypile with fin Location 49829.12-122-44 Page 2 of 6 Top rail, bottom rail, active meeting stile Fixed meeting stile Frame Construction: The frame was constructed of extruded PVC with mitered and welded corners. The fixed meeting stile was secured to the head and sill using two #6 x 2" screws. The top and bottom fixed rails were snapped into the head and sill. Fixed rail joinery was sealed with silicone. A PVC screen roller track was used at the exterior sill channel and a PVC panel roller track with a stainless steel cap was used at the interior sill channel. Panel Construction: The panel was constructed of extruded PVC with mitered and welded corners. Screen Construction: The screen frame was constructed of roll -formed steel with mitered and keyed corners. Each corner utilized four #6 x 3/4" screws. Adjustable rollers were used at the top and bottom rails, 5-1/2" from each end secured using one #8 x 1/2" screw. A PVC handle with a lock and adjacent keeper were used at the midspan of the latch stile. The fiberglass mesh was secured with a flexible vinyl spline. Hardware: Description Quantity Location Lock handle assembly 1 49" from panel bottom with adjacent keeper Metal roller assembly 2 Each end of the bottom rail PVC anti -lift out brackets 2 2" and 30" from jamb/head corner on the active panel Architectural Testing Test Specimen Description: (Continued) Drainage: 49829.12-122-44 Page 3 of 6 Description uanti Location 3/16" wide by 5/8" slot 4 3-1/2" from each end of bottom rail draining the interior sill track and screen track 1" wide by 1/8" high slot 4 3" from each end of sill on exterior face and outboard intermediate sill leg 1-1/4" wide by 1/8" high slot 6 Three each end of interior sill legs Reinforcement: Steel reinforcement (18 gauge) was used in the lock stile (Drawing #85-43B), the active meeting stile (14 gauge) (Drawing #85-41), and the fixed meeting stile (14 gauge) (Drawing #85-42B). Installation: The door was installed into a #2 Spruce -Pine -Fir wood buck. The nail fin was secured utilizing 2" galvanized roofing nails located 4" from corners and 8" on center. Aluminum rubberized flashing was utilized over the nail fin and the nails. Test Results: The results are tabulated as follows: Paraglaph Title of Test - Test Method Results Allowed 2.2.19.5.1 Operating Force To open 16 lbs max. 30 lbs max. In motion 7 lbs max. 20 lbs max. 2.1.2 Air Infiltration per ASTM E 283 1.57 psf (25 mph) 0.14 cfin/ftl 0.30 cfm/ft2 max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in ANSIIAAMA/NWWDA 1011I.S.2-97 for air infiltration. h i Architectural Testing Test Results: (Continued) 49829.12-122-44 Page 4 of 6 Para rg anh Title of Test - Test Method Results Allowed 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 stile) (Loads were held for 52 seconds) 15.0 psf (positive) 0.67' See Note #2 15.0 psf (negative) 0.71" 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. 2.1.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the meeting stile) (Loads were held for 10 seconds) 22.5 psf (positive) 0.02" 0.34" max. 22.5 psf (negative) 0.01" 0.34" max. 2.2.19.5.2 Deglazing Test per ASTM E 987 In operating direction - 70 lbs Lock stile 0.13"/25% 50"/100% Meeting stile 0.12"/24% 50"/100% In remaining direction - 50 lbs Top rail 0.05"/10% 50"/100% Bottom rail 0.04"/ 8% 50"/100% 2.1.7 Welded Corner Test Meets as stated Meets as stated 2.1.8 Forced Entry Resistance per CAWM 300-96 Type: I Test A through G No entry No entry Hand & Tool Manipulation Test No entry No entry .....• ..................... Architectural Testing Test Results: (Continued) Parajzraph Title of Test - Test Method Results Optional Performance 49829.12-122-44 Page 5 of 6 Allowed 4.3 Water Resistance per ASTM E 547 (with and without screen) 5.25 psf No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330 (Deflections reported were taken on the meeting stile) (Loads were held for 52 seconds) 25.0 psf (positive) 1.18" See Note #2 25.0 psf (negative) 1.28" See Note #2 4.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the meeting stile) (Loads were held for 10 seconds) 37.5 psf (positive) 0.04" 0.34" max. 37.5 psf (negative) 0.08" 0.34" 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 the approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC. p�M6gioC l,:INkAIb .. Mark A. Hess Technician MAH :j ld/vlm/cmd Attachments (pages): Appendix -A: Drawings (15) �IA:P Joseph A. Reed, P.E. Director - Engineer and Product Testing N '. 49829.12-122-44 Architectural Testing Page 6of6 Revision Log Rev. # Date Page(s) Revisions 0 02/16/06 N/A Original report issue - Revised Report No. 49829.09-122-44 - Changed Series/Model No. from 30 to 10 and removed Hallmark Product Line number. CE711IF"M Of HESE 0006 SIAALL LE CDNSIDEAm VDD F AMf OF TE FMLDWM APPLY: 1. F INEM DOM ARE NSTALLM IT ANIOIE On THAN A UCDL4D C01TItW R EVGRMCED VM SIINK-DOOIL NSMIAlIONS, L F TE WM ARE NSFAUM FMDUE A MET MM TE APPLIMi LWAL 01JlJM DB%R11ENT. I F 1E DOOR ISTMlAIM 6 AM WWWO EIM IN THE APP'UCANE LOCAL ILILM 07=%M IISPEC= 02 ANOM PlIMM NN. LICOM 70 PmfORf I4PECD06 ALLOWABLE PRESSURE TABLE " FRAME FRAME PANEL PANEL ALLOWABLE HEIGHT WIDTH HEIGHT WIDTH PRESSURE (F -H.) (F.W.) (P -H-) (P -W-) POSITIVE NEGAflYE 8Y 72- 79 1/2- 36 7/8- 30 PSF 30 PSF B2- 95 1/2- 79 1/2- 48 3/4' 25 PSF 25 PSF 95 1/2- 95 1/2- 92 7/8- 48 5/8" 25 PSF 25 PSF GENERAL NOTES 1. ISIEE DDDR 5751616 HAVE BEAN 7MMA NAM= A APPMO FTA D19oF � AES NOT 10 OEM 1106E 5110011 N IMltEEODIaE MM LCKW L SJOOIIC. CPEI/OS, a 60005 FASTS) 16 MIST BE PROP W INSTAIEED 10 1RA16fm Lam 701E SiAx"L 1 ALL IIAWRME a FASTEHD6 SWILL K N ACMVN= IIM IHM ORAMIIIS a MAY MOT WOOF MISS SWIFO.LY M rIOML ON 1E DRA IM A> TIff7E DOOR SYSIM HAYS am NAOMD N ACCOIKI I IOM a YEEF'TE • REgRIdF11R OF TME 700► WES F1LYlIAM 000E (FISC) FOR ISE N THE NDN -MSH 181.00M MAIIUWE 2 x,NESE DOORS HME NEI 7mm N Am mO m IAM mmVm m IOIAL 2-00 'AUM RY SPM1ii1CA1f01S FTA MINIMA. VDM (PVC) AND ISDW own AAO CLASS ODOILS- AE udm 7ESf wCRT MDY =1&M12MW-S01AND WI2R.P-122-M of 0. AtAS E 70 ItESE OAAI NIS. L 7MIS COUR130 NMWE AAA WX7UWN PEf AM E2I7. 6M RESISIVIFE PEA ASTM M? &M MI. IN M IDAD SMIICNRM. PER ATOM 730 a WOW "PER RY 700 7. � mm � CS WL ME N01-OYACT RAIm a MSf BE sMJA1E71ED NNOR L ALL DOOR SIDES SPE M AS ALIDMAERE N TE LOAD TIRE- NAME IIEV COMPED 10 RE 7ESim UMTS AND ARE =16Wm Of IW aAE1w1 Stg (MITA) OF W TEM WITS ALL CMM04M TWE 6FDi OR17Im. NLi110NC CLASS 70 AMU E-1Eq 10 AFPONI IM LOWS AS SPECIFIED N Im LOAD 171AIE L.70 LME K5T OF OUR WM DCL 1E DOD1S 510011 MOM ARE CEDFIED 'AID/bR OANO( ASSNED RY A HSA S7A1E MAWm CSAIF1G7101/G EMIII► a SFYLL BE LASIM N AO,VRg1NCE 601 11E STM FaOE a CIMPIEA 0-72 D&ARIYDR W COMMUNITY AFFAIRS-fLOWA, 6ADIN CMMM M s>sslomoxl ar LABEBEUNC 71E 0008, THE MANUFACNIEA CO1F166 1ANT THE RE�POI R 6 ASSEIWED N ADCOmVQ MRH LISA RESPwm OA a 7mim CORNER CONSTRUCTION AtIN t IAWR mA�Na+ MREw a MEDED ... ..... ._. Flan NII7Deer rnlNLtls, NIMM 5 MM TO WAD a SILL Mb SFDURED IIRN MIO. M. x 2- 108 1X61 HEIR JAYS W NIEFUM a (2) NO. I x r FOR MAX. FRAME WIDTH (F.W.) SEE PRESSURE TABLE ON THIS SHEET SEE BIER FOR MAX.' PANEL WIDTH (P.W.) CONSiRUCi10N' SEE PRESSURE TABLE ON THIS SHEET DESCRIPIWN A B ON THIS SHEET 2 1 0 YYYY 5 FIN SCREWS AT EACH MULLION END EXTERIOR ELEVATION AS SHOWN. SEE -FRAME ANCHOR REQUIREMENTS TABLE' ON THIS SHEET SLIDING DOOR FOR FASTENER REQUIREMENTS. SCALE: 3/4-=1'-0' FRAME ANCHOR REQUIREMENTS TABLE FIN FASTENERS OPEMNG 1YPE JAMB TO OPENNG MIN,IAUM MNIMUM TUX. (SUBSTRA71a FASTENER TYPE EMBED EDGE DIST. SPACING 23(_ WOOD FRAME OR BUQA 2- X 11 Gil ROOFING NAIL 1. 1/2- 1/2- e- O.C. 2X_ WOOD FRAME OR BUCK •(1)NO. B X 1 1/2- SMS 1.3/e- •t/2- e- 0 C. SCREW WITH WASHER (ILNO WASHER IS NECESSARY IF WAFFLE HEAD SCREWS ARE USED N UEU OF F.H. OR P.H. SCREWS NOTICE THIS DOCUMENT IS BEING PROVIDED FOR THE UMTTED PURPOSE OF OBTAINING BUILDING CODE APPROVAL. ACTUAL TEST REWLT8 PROVIDED HERIN SUPPORT AND. IN SOME CASES, EXCEED PUBLISHED PERFORMANCE CLAIMS. SEE PRODUCT LITERATURE FOR COMPLETE PERFORMANCE INFORMATION. 1 1 � 3 2 16 -� lDL7C ' INACTNE ' TTP. FIN MOUNT FASTENER SEE 'FRAME ANCHOR REQUIREMENiS TABLE' ON 14S SHEET FOR FASTENER REQUIREMENTS. / YYYY 5 FIN SCREWS AT EACH MULLION END EXTERIOR ELEVATION AS SHOWN. SEE -FRAME ANCHOR REQUIREMENTS TABLE' ON THIS SHEET SLIDING DOOR FOR FASTENER REQUIREMENTS. SCALE: 3/4-=1'-0' FRAME ANCHOR REQUIREMENTS TABLE FIN FASTENERS OPEMNG 1YPE JAMB TO OPENNG MIN,IAUM MNIMUM TUX. (SUBSTRA71a FASTENER TYPE EMBED EDGE DIST. SPACING 23(_ WOOD FRAME OR BUQA 2- X 11 Gil ROOFING NAIL 1. 1/2- 1/2- e- O.C. 2X_ WOOD FRAME OR BUCK •(1)NO. B X 1 1/2- SMS 1.3/e- •t/2- e- 0 C. SCREW WITH WASHER (ILNO WASHER IS NECESSARY IF WAFFLE HEAD SCREWS ARE USED N UEU OF F.H. OR P.H. SCREWS NOTICE THIS DOCUMENT IS BEING PROVIDED FOR THE UMTTED PURPOSE OF OBTAINING BUILDING CODE APPROVAL. ACTUAL TEST REWLT8 PROVIDED HERIN SUPPORT AND. IN SOME CASES, EXCEED PUBLISHED PERFORMANCE CLAIMS. SEE PRODUCT LITERATURE FOR COMPLETE PERFORMANCE INFORMATION. 1 1 � 3 SEALANT BY MIN 2X4 P.T. SM SEALANT 2X P.T. B* i�IIUCK' Ai��MENT OTHERS By BUCK ENT OTHERS ;,/14* FIN FASTENER BY OTHERS By OTHERS MIN. 3116- TEMPERED GLASS PER ELEVATIONS RN FASTENER On SPACER /4'. MU. PER ELEVATIONS 1/4' MAX. FOAM GLAZING TAPE SPACE SPACE 7 1/2* MIN. BRE SETTING BLOCK 9 2 3 . 4 5 6 2 6 GLAZING DETAIL 1 Tm Lr EXIERIDR DaERIOR 4� 3/4 MIN. 3/16' TEMPERED CLASS SEE CLAZIING SEE GLAZING WAIL I ON DETAIL I ON FOAM GLAZING TAPE 4 * I.G."G* 3 P" TA SPACER /'� FOAM 0 2 - MIN. BITE OR SETTING C BLOCK 18 7M SHEET TBS SHEET 1/2- MIN. BITE 2 D EXTERIOR 7 0 13 1Zag 8 r Pili STEEL SPACER GLAZING DEMI 7 1/4' MA)L j 1/4' MAX. SILL ANCHOR WITHIN 6* OF CORNERS FIN FASTENER SHIM SHIM & MAX. 16* O.C. WITH 3 ANCHORS FIN FASTENER CONCENTRATED AT MEETING STILE PER ELEVATIONS PER ELEVATIONS ENDS SPACED 3- M 4- APART. (NO. 10 P.H. OR H.M. S.S. SCREW WITH I MIN. 2X4 P.T. BUCK MIN. 2X4 P.T. BUCK SEALANT BY SECTION (-A7�� & BUCKATTAmmw SEALANT SECTION ra,\ & Bum ATTACHMENT 1/4* EMBED INTO WOOD; 3/16' H.H. v Tal - 07HERS 1/2 FULL \�V BY OTHERS OTHERS 1/2 FULL 1 2 7 BY OTHERS CONCRETE SCREW WITH 1 1/4 FIN'SCORED & BED INTO CONCRETE) o pix 4' MAX. I REMOVED 1/ I FRAME WIDTH (F.W.) 1/4- MAX MIN. 4 SHIM Smw MIN. 2X4 P.T. Bli" m .., I I P.T. a 3 ATTACHMENT IM SHEET 6 K rci BY OTHERS 4 ATTACHMENT BY OTHERS 1/4' MAX. 1113 SHIM . ....... sNmr mm 2 cr 3q 17 FIN F FASTENER PA WOOD'EN MIMNL)OUS BEAD PER. 10 CONCRETE SILL OPTIONAL SILL MOUNT URSWE SUM 0 0 BY OTHERS FIN FASTENER 14 PER ELEVATIONS SEALANT BY 5 SEE CLAM SEALANT BY OTHERS. DETAIL I ON OTHERS SECTION SECTION THIS SHEET SECTION SCALE - 1/2 FULL 2 SCALE- 1/2 FULL \2,/ SCALE 1/2 FULL sNmr mm 2 cr 3q 17 4500 ---� T I 0.625 Ir T 2250 O.OBD I 2250 0.080 2.688 1500 0.080 ` 0.625 1.125 1.500 OACTNE PANEL 33 LOCK sn OFRAME JAMBML ,.440 �- '-- 2.250 2.250 T 0.625 0 1.875 1500 0.080 1.800 2.720 T J- ,.660 0.080 1.625 -� O.DBO OACTA/E MEETING O5 FIXED MEETING ©FIXED PANEL ML Q0.30 0.829 0.062 �� 42 1.620 1.221 I 1.063 0.052 0.395 '"j 1.626 0.080 0 _ O7 GLAZING BEAD ®SILL TRACK O�=LIED 10 snFFFN LOCK STILE PARE / RDA DESCRIP110N PARTS ZWh c` )00822 I FRAME JAMB MIKRON - M28 lACYK PANEL RAIL MIKRON - 10093D ILOCK STILE - MmRON - 100932 ACTIVE MELTING STILE MIKRON - 100926 FM MEETING STILE MD" - OD924 . FDn PANEL RAIL MIKRON - 50227 GLAZING BEAD I MIKRON - 00934 SILL TRACK I MIKRON - 1.350 �- - 1.084 0.248 0.0461.190 1.490 0.261 0.018 I J 15 SILL TRACK 11 A� MEETING C CTTI c SnT:xlrNco 12 AXED MEETING FOR DOOR 82STILE SnFFENER TALL do LESS FOR DOOR 82' - TALL do LESS 1.320 - -� 1.100 0.075 1.1 9S T • 1.470 . 10.075 13 ACI 14 FIXED MEETING FOR DOORS UL.�S11UMER _ _ ....FOR DOORS .... _.. - .........._...._ _ -.................................. TALLER THAN 82' TALLER THAN 82' 3S -112 -.187X.500 -C-2 ZWh c` LONa� 8 m FFENER STIFFDrER � o � n � N V L DESCAPTION FRAME HEAD DIE/ 628 FRAME SILL DIE/ 6280 F I VENT NITERLOCK DS8 6269 1 9o0932 I 900931 D LOCKSTRE DI 6284 1 900930 OD0929 N DENT TOP At B0T10M DIEf 6 161 900926 900927 I 561 TRACH DIET 0815 1 900934 900933 J SCREEN TRACK DIEF 6227 2 900936 900935 K GLAZING BEAD DIE/ 0505 8 850227 050226 L ANTLIFT CLIP DIEP 6109 2 005025 805022 M BUMPER DIE/ 4561 2 850247 880246 N 3/4' I.U.-VENT .1 am= T I STA98ESS 91FJL 961 TRAOK W 1 I 955001 U M I XI IV 9AWW OMAI 800175 W ED I mo 6KI W=W (awn 890016 x 6161E A W om t811¢ ISN - 61 W= ABL? WM ff I - W MMd 1 )MkW IM1R;Ln 614072 814073 614074 614076 I wun?w I 4R 116 I t MM BOGS NI IM S1ABL616 1 12DOW 1 1 ® Archftecturai Testing Test sample complies with these details. Deviations are noted. 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Isa.0011C ofm • aa soilam Was i a1LLmmel �'f w /1 om m AUMP[ If w luomaL om wo MW ON M OePOW 10 49 T i IMAG R � Is Ili t!!� aria 1llm A 1p101f MiA[p R/0111/f t q� vxu m, OIm A l l� tia lB Q� YIO & KA lace �f � m�of PS of Lw0 ® Al w w x OONSMCMN MWAJM L� wmm A a m assaoc f Emu 10 HOW a au Af MOM f11 -,a YL 1a a1pa0L IOD �/ �� 6 a) b i Y L Leh. n/1 .-3n 33 Sm Pam= TAM cm TUB mu Sm %mm nl ON to SHM a.w YM 3FWM MM 4 7Ar i 3 ami I1Pt �� iV! m i9F110 liOtW tl!atAa1 IOCL FABa10! TFFE Olin F� pST. tPAdC wm F11ft of A n a lmlo IaL i t 1/2' r aC win rasa a 01 L 5199 111oiwele Ion0 � B IIZESiARI' � UAFiIi FFiAD YJl�! ARE 4SFA rl illi � FA m PA s7�1Fs t ~u lm IN 41w F1�STFh7;ft Sm $ var aManfamonew d RMLEM % iA6IEFr11 Elnra. s i a WIN ®i - 6 Fit A EACH IAAd4 aWaA9 *m" I IN=SD1g1s INSEE 400 gw F7L5TENER t�pfR f.G4E 1 � y tMCE F1WIE /1F1010R F1N FIISfIIiitS ami I1Pt �� iV! m i9F110 liOtW tl!atAa1 IOCL FABa10! 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II �� 12 RUT f i Florida, Building Code Online BCIS Home Log In Hot Topics Submit Surcharge Product Approval USER: Public User Pagel of 3 off Stats & Facts Publications FBC Staff I BCIS Site Map Lin Product Approval Menu > Product or Application Search > Application List > Application History > Application Detail ®� FL # FL2646-RO Application Type New Code Version 2001 Application Status Approved ,�®■ Comments Archived imProduct Manufacturer Pella Corporation Address/Phone/Email 102 Main St. ���Y Pella, IA 50219 iYEM (641)621-1000 RREQUENT%YASiZ D�, jahayden@peIla.com QUESTIONS cRETAM Authorized Signature Joseph Hayden TAI jahayden@pella.com ,_ `r ECT, ERAL '". _ . Technical Representative wea assisTANc , Address/Phone/Email • CONTACT US' •oURLCGO Quality Assurance Representative •pc.AE►nratarEE ., SERVICES . Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Referenced Standard and Year (of Standard Standard) 101/I.S.2-97 Equivalence of Product Standards Year 1997 http://ww,,N,.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquOAT9TZVWgsW9gSws4lsu... 5/3/2006 Florida Building Code Online Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option A 05/25/2004 05/25/2004 06/01/2004 06/21/2004 08/05/2005 Page 2 of 3 Summary of Products FL # Model, Number or Name Description --]Model 2646.1 30 PVC Sliding Glass 411-H-669.2 PVC Sliding Glass Door 11 Doo Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 411-H-669 - SGD-R25 (7ft 11-1/2in x 7ft 11-1/2in); 411-H-669.1 - SGD-R25 (7ft 11- 1/8in x 6ft 9-7/8in); 411-H-669.2 - SGD-R30 (6ft x 6ft loin) 2646.2 Model 30 PVC Sliding Glass 411-H-669.1 PVC Sliding Glass Door 11 Doo Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 411-H-669 - SGD-R25 (7ft 11-1/2in x 7ft 11-1/2in); 411-H-669.1 - SGD-R25 (7ft 11- 1/8in x 6ft 9-7/8in); 411-H-669.2 - SGD-R30 (6ft x 6ft loin) —3Model 2646.3 30 PVC Sliding Glass 11 411-H-669 PVC Sliding Glass Door Doo Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 411-H-669 - SGD-R25 (7ft 11-1/2in x 7ft 11-1/2in); 411-H-669.1 - SGD-R25 (7ft 11- 1/8in x 6ft 9-7/8in); 411-H-669.2 - SGD-R30 (6ft x 6ft loin) Back I Next http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquOAT9TZVWgsW9gSws4lsu... 5/3/2006