Loading...
HomeMy WebLinkAbout213 Melissa Ct (2)llRECEIVED CITY OF SANFORD PERMIT APPLICATION `I N 3 ® 2009 3 d S� Permit # : © � Date: (� t..c-1 A Job Address: � / Y 1 ' Description of Rork: Historic District: Zoning: Value of Rork: $ tJ Permit Type: Building / Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct. Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential _� Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 10 '.D ' aO ' "JV l ' 0000 ' 10 �Q (Attach Proof of Ownership & Legal Description) -TJOwners Name & Address: 0581 r Q !3 MaG �l,� L —T 3 Phoned �--✓ Contractor Name, ddre s: � ( _ f /210 05 State License Number: CWC0_2C- Phone & Fax: `-YD 1 � 3,A" Contact Person: LV C- WAJ L1 )(l.:��O -Phone: Bonding Compan�� 3 30 4 S fiy Address: Mortgage Lender: Address: Architect/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 require ents of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and therq.Lnay be a itiona �tsrquired from other governmental entities such as water management districts, state agencies, or federal agencies cepta ce of pe it is v i cation that ill the owner o�the,ppr perry of the requi ents of Flori a Lien Law, FS 713. J0 ��� Signature of O er/Agent Date ontractor/Agent Date 2LUk'__i� Print wn r ant's N Print Contr gent's Nam F! iQ! ao� aDO0 Siiznature_6f1To&0Vate of Florida Date Signature of No e of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID 1 [' ecl•1` �— APPLICATION APPROVED BY: Bldg E'714� 05 Zoning: (Initial & Date) Special Conditions: Eric D. Huss ``otpFlV PU9 Commission #DD187432 =, e Expires: Feb 24 2007 OF"0" Bonded Thru W Atlantic Bonding Co., Inc. Contractor/Agent is Personally Kno o Me or Produced ID Utilities: (Initial & Date) (Initial & Date) (Initial & Date) Eric D. Huss otcs`• ue ; °� Commission #DD187432 =a•. �J.'� Expires: Feb 24, 2007 •OF r -L Bonded Thru �"""' Atlantic Bonding Co_, Inc. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEI DZIT,AlL DAVID Jo*soN, CFA, ASA PROPERTY APPRAISER S EdA I N dL E;; CPD 17B1TY;FL E. Flasisr SAKFC*iJ3,: FL 32771-1468 407 - 665775W 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 10-20-30-501-0000- Number of Buildings: 1 Parcel Id: 1080 x District: S1-SANFORD Ta Depreciated Bldg Value: $77,931 Owner: DELGADO JOSE J Exemptions: 00- HOMESTEAD Depreciated EXFT Value: $786 Land Value (Market): $21,000 Address: 213 MELISSA CT Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $99,717 Property Address: 213 MELISSA CT SANFORD 32771 Assessed Value (SOH): $92,596 Subdivision Name: GROVEVIEW VILLAGE Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $67,596 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp 2004 VALUE SUMMARY WARRANTY DEED 10/2003 05102 1636 $95,000 Improved Tax Value(withoutSOH): $1,330 QUIT CLAIM DEED 01/1999 03578 0231 $25,500 Improved 2004 Tax Bill Amount: $1,330 WARRANTY DEED 09/1992 02479 0650 $53,500 Improved Save Our Homes (SON) Savings: $0 CERTIFICATE OF TITLE 05/1985 01645 0897 $100 Improved 2004 Taxable Value: $64,899 WARRANTY DEED 09/1981 01355 0854 $48,000 Improved DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 01/1977 01142 1233 $29,900 Improved ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LEG LOT 108 GROVEVIEW VILLAGE PB 19 PGS 4 TO 6 LOT 0 0 1.000 21,000.00 $21,000 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est Cost New 1 SINGLE FAMILY 1976 6 1,272 1,616 1,272 CONC BLOCK $77,931 $88,558 Appendage / Sgft GARAGE FINISHED / 264 Appendage / Sgft OPEN PORCH FINISHED/ 80 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1982 231 $786 $1,964 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/pls/web/re—web.seminole—county title?parcel=10203050100001080... 6/30/2005 Pffmit Number Parcel Identification Number (y ���) ' 3(�-501'�2U(X� ` Prepared by: --3 Return to: (��%3 NOTICE OF COMMENCEMENT MARYW K1R6E, CLERK OF CIRCUIT CUURT SEMINOL.E CLUTY BK 05751 IFIL; f)=e15 CLERK'S # RECURDED p3:22:03 p" RECONI)INS FES 10.tkl RECUORD D BY # holden C!{l1FIEU CONY LRYANt'IE Io' 3SE CQF C RCL T r1hilnr AUTY CU1K — 02005 State ofdcr, County of_5,amtviDte- The undersigned hereby gives notice that improvement(s) 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. 1. Description of property (legal description of the property, and street address if available) UA lig (,c o .� � e � V , llcCA-tl (� \R �c C 5 _V6 \1.0 2. General description of improvement(s) 3. Owner information Name j-6, C— J7, 1D C1,6'4i�0 Telephone Number Address 2-13 M �T t - 3 Fax Number Interest in Property: P rh': 4. Fee Simple Title Bolder (if other than the owner shown above) Name Telephone Number Address Fax Number 5 Contractor _ Name r—L,0, t7r+ Telephone Number Address S (ps` (�i4Q lam'.• Fax Number 6. Surety (if any) Name Telephone Number Address Fax Number Amount of bond $ Lender (if any) Name Address Telephone Number Fax Number o`1 3x2- 3S — L-1 Lq-1 .3 30 `1 oS q 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number - Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): Date SignedS gnature f ner [No : per 3 )( §713.1g), "owner st sign ..an o oe e e nmay be permitted to sign in his her ead." Ju �� Sworn to and subscribed before me this _ �� �''� day of , 20 6S by who is _ persona ly known to me OR produced as identification. Eric D. Huss Commission #DD 187432 Signatur ary ( arial seal must appear Veuwj .oe Expires: Feb 24, 2007 Form Revised: 3/04 Bonded Thru " Atlantic BondiW Co., Inc. i POWER OF ATTORNEY d Date: I hereby name and appoint� ^p� k `l �(1 C\ of �0��0 A�\\E1�S to be my lawful attorney in fact to act for me and apply to thev�- Building Department for a i n CA I n L permit for work to be performed. at a location described as: Section Township Range Lot ((7 Block Subdivision (77rig U eiV t w (Address of Job) JpSe (oado - 2, -C,L ��CjC I - rdJ 6 Owner of Property and Address) and too sign my name and do all things necessaryto this appointgment. Type or Print Name of Certified Contractor and Con actor's License Number Signature of Certified Contractor J�� The foregoing instrument was acknowledged before me this �� day of 20 0 S� by _ 1E'—r\c �-V C' v'e• S'" who produced as identification and who did not take oath. State of Florida County of Ci n O Eric D. Muss c�: Commission #DD187432 Expires: Feb 24, 2007 Bonded Thru Atlantic Bonding Co., Inc. Seal Nota? Pu@Hi ," County, Florida 4 A House / Window Sketch 1. -3 eep -3 G = 7� ***number clockwise starting at front door 2. 3. 4. 5. 6. �� + 3 7. s. - 9. 10. 11. 12. Last saved by E. Chalkley Page 4 4/21/2005 I NORANDEX PAGE 9 3/16" TAKON KITH A MILL. 1-1/4' MIR. EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. —7 fl] Vl � U U (� IFR S. N. S_ WITH A A1IN. 1-1/2" W.EMBEDMENT SEE ELEVATION FOR nwptano cn Arrnrr ALT. HEADER SECTION TYP. 2 BY BUCK NOTES: 1) SHIM AS REQUIRED, MAX SHIM STACK 1/4". 2) ALL ALUMINUM EXTRUSIONS ARE ALLAY 6063-T5 OR T6 WITH TYPICAL KOLL THICKNESS OF 0.62" . 3) USE HIGH QUALITY CAULK BEHIND WINDOW FLANGE. 4 GLASS THICKTTESS BASED ON TABLE £1300 CLASS CHARTS, AND MAY VARY DEPENDING ON SIZE. 5) THE RESPONSIBILITY FOR SELECTION OF NORANDSX PRODUCTS TO MI EC ANY APPLICABLE LOCAL. LAOS. BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, BUILDING OWNER OR CONTRACTOR 6) A PRESSURE TREATED WOODEN BUCK OR MARBLE SILL SHALL BE ADDED UNDER THE PP.ODUCT TO PULLY SUPPORT U91T. THIS SUPPORT SHALL BE FIRMLY ATTACHED INTO MASONARY AND SUPPORT THE PRODUCT OVER (TS FULL LENGTH (SUPPLIED BY OTHERS). 7) CONCRETE COMPRESSIVE STRENGTH — 3,000 PSI AT 28 DAYS. 3/16" TAPCON W/1-1/4" MDL EMBEDK.£KT SEE ELEVATION FOR FOR ANCHDR SI PACING. e G [ b 1/4^ SHIM - MAX. (BOTH SEB NOTE 6 HEA -DER AND SILL SECTION TYP. I BY BUCK BY BUCK CENTRAL, FLORMA B" O, A. F. MANUFACTURER N_AhIE: O 4 MASTER FILE # WIDTH iS D TYP. JAMB SECTION 1 BY / 2 BY BUCK CHARLES A PAG P.E FL REG. BMG. g 49121 DATD 3/21/02 DIMENSIONS FASTENEP. SCHEDULE CDETAIL- A N0, ANCHORS NO. ANCHORS WIDTH HEIGHT HEAD JANO (INCHES (INCHES) 35 AND 45 35 AND 45 ~ PSF PSF PSF PSE 19-118" 2 2 _ 53-1/fi" 3 2 19_8" 2 s 2fi-1/2' 38-1/4"- 97"—_3-- 53-1 6" — 3 — -- 3-- 19-I/9" 26-1/2' 50-5/8" 53-1/8" — 3— 3 — 37' :53-1/87 3 3 19-16" 2 4-- 26-1/2' 76-3/4- 37" —_ — 2----- — -- 4 — 53-1/8" 4-- # 10 F.H. S_M.S. W/1-1/2" MIN. E?SBEDS£NT SEE ELEVATION FOR ANCHOR SPACING. IYP. Al ]¢ADI Sru- �. IWWAX CDETAIL- A ry bETAIL-C _ SASH ~ d ORTAIL -B uea 0 MAR -17-2005 THU 12;36 PM REGENCY PLUS FAX N0. 5703392593 P, 02 1484 GEMINI BOULEVARD - ORLANDO, FLORIDA 32837 P -HONE (407) 240-1956 FAX {407) 240-8882 www,nctlinc.com STRUCTURAL PERFOPJUNCE TEST DEPORT Report No: NCTL-210-2728-1 Test Date: 11113101 Report Date; 01111102 Expiration. Date: 11113105 Client: Regency Plus Inc. 1024I,Locust Cap -Highway Mount Carmel, PA. 17961 Test Specimen: Regency ,Plus Inc. Model "Tech 2000" Single Flung Vinyl Prime Window (FI -R40 53x77) Test Specification: AAMAINWWDA 101/I.S.2-97, "Voluntary Specifications forAluminurn, Vinyl (PVC), and Wood Windows and Blass Doors. " TEST SPECIMEN DE SCRIPTION General: The test specimen was a one -over -orae tilt single hung vinyl prime window measuring 53" wide by 77" high overall. The top fixed sash measured 47112" wide by 33114" high.. The bottom active sash measured 50".wide by 31" high with a daylight opening of 46112" wide by 33-114" high. The bottom sash was removable via a single hung spiral balance with locking tilt shoe located in each jamb track. One (1) metal cam -type sweep lock was located at 12" from each end of the interior rail. The metal keepers were located on the exterior meeting rail at the lock pos-itions. One (1) plastic tilt latch was surfaced mounted at each end of the interior meeting rail and one plastic tilt latch was housed internally at each end of the top rail. One (1) T' -shaped metal pivot -bar was fastened with three (3) tri -wing rivets at each end of the interior bottom rail. A rigid vinyl balance cover was snap -fitted into the interior jamb tracks. A combination caplweather-strip holder/vertical leg was snap -fitted at the sill and exterior track. One (1) steel ll -shaped reinforcement channel was fastened with three (3) evenly spaced a.elf'tappi,ng screws and filled the length of the interior top rail sash. The frame and sash were of welded mitered corner construction. Glazing: Bottom sash was interior glazed trying sealed insulated glass with, a two (2) leaf dual durometer back -bedding and a snrxn-in taco leaf d'w,rzl durn:neter glazing vend. The top fixed sash was glazed using double sided adhesive foam taps back -bedding and a snap in double leafed dual durometer ri$ �d _l,�i.rav%,,g71 ,zin;rg yh, --- d Tke _0 eri%ii insulated glass thickness was 0.875" thick consisting of two (2) liter f 0.187" thick tempered glass and one (1) argon filled spacl created by a 0.50" thick intercept spacer. pROFESSIONAts IN TuE SCIENCE of TESTING PLANS FIEV o,rY F �� SANj:®RD Royal Patio Doors Lid Sliding Door "PerformerSetrdes 1000 with InteriorS913'rrack" Report Date: April 26, 2000 AAMA/NWWDA 101/l,.S.2-97, Report No. LOO -263-71 la a Expiry Date: April 26, 2004 Page 7 of 7 CII-) M Ln c\.i rn M m 0 r 0 z x c.=. RZ cL.. w cD L14 c�. TABLE (2.2): 'fest Results, Optional Performance Grades ( A 10U1.S.2-97) TEST SPECIFICATIONS TEST RESULTS RATING No leakage past innermost plane following four pressure No leakage past innermost plane was observed. Water Resistance cycles, each five minutes pressure "4N" and one minut4 (,SGD-C40) pFessure "®FF". Test Result 40 4.3 Test Pressure: 6.00 psf With Screen Pass ",1STME 547.96" (Equivalent to wind speed of 48 »mph) Without Screen Pass No glass breakage or permancal damage to window componenls Measured permanent meeting stile deflection: Uniform Load Structural Test permanent Deflection of fi�me or sash memhers 5 0.4% (SG of span Direction Deflection % of span 40 4'44'2.2 inward Test Pressure: 60.0 psf Inward 0.160" 0.20% "�iS7bd E 330-96" Outward Tast Pressure: 60.0 psf Outward 0. 152" 0.14°/0 (Equivalent to wind speed of 153 mph) Forced Entry IIlesistance Test Duration/Load Result (GRADE 30) No entry shall he gained. Hand & Taol Manipulation 5 min No entry Load Li(lbl) 200 N'o entry GRADE 2:0 2 I $ 'ASTAd F 842.97" Load LI*L2 (thf) 200+100 No entry Load Lf tL2+L3 Obf) 200+ 100+35 No entry rn M CtJ y. - N- 4 O O N i ti c Q Building Envelope Performance Consulting, Research, Testing ana Investigation (W & AAMA Accredited aboratodes Royal Patio Boors ,LftL Sliding Door "Performer Series 1000 with Interior viii mck" Report Date: April 26, 2000 AAMAtTfWWDA 101/6.5.2 97, Report No. L00 -263-711a a Expiry Date: April 26, 2004 Page 6 of 7 d�11d1.h:42.d):'Ics�l Itesulls, (atlewaoy Perrurttaance 11equiremenis (AAMA1NWWDA 60111.S.2-�I7) _ _a _ aw_ �_� •9 �T •C RASE Ae m LO N M CIO m 0 C5 x a. v w o�. rn M N s E --- LO 0 0 N i i Test Start Date: February 15, 2000 .tea m, 9 ---- TEST SPECIFICATIONS TEST RESULTS RATING der lnfiltraltop s Rate of air infiltralion 5 0.3 cf n/ Surface Area: Measured Air Flow: 52. M iia 8.299 cfm (SCD C30) Test Pressure: 1.57 psf PASS 2.1.2 A5F44 E 283-91" (Equivalent to wind speed of 2S mph) of Air Inf (Bratton: 0,159 efmi fig 0. No leakage past innermost plane following four pressure No leakage post innermost plane was observed. Resists nee 13latsr Resists cycles, each rive minutes pressure "ON' and ane minute S6 Or. pressure "OFF". Test Result PASS 2. l.3 Test Pressure: 4.50 Psf With Screen Pass "ASTM E 347-96" (Equivalent to wind speed of 42 mph) Without Screen Pass No glass breakage or permanent damage to window Measured permanent meeting stile deileetion: Uniform Load Structural Test components. Permanent Deflection of frame or sash (SCD -C30) members 5 0.4% of span. Direction Deflection % of Spars PASS 2.1.4.2 Inward Test Pressure: 45.0 psf Inward 0.103" 0.13% "ASTHE 330-96" Outward Test Pressure: 45.0 pit Qulwrard 0.093" 0.11% (Equivalent to wind speed of 132 mph) The maximum force required to open the sash shall not Operaling Force Test exceed 30 Ib Force required to open the sash: 16.0 lbf PASS {SG D -C30) The force required to keep the sash in motion shall not Force required to keep the sash in motion: 8-01bf 2.2.19.5.} exceed 20 lbL Sash member Load Deglaziag No disengagement of glazing material from sash frame (Ibf (inch) ( °% ) Deglazing Test under the given loam application of: Pull Stile 70.00 0.0$4 9 PASS {SG®-4C3J0) Meeting Stile 70.00 0.033 6 2.2D-2 Siiles� 70.0Ibf Top Rail 50.00 0.020 3 Rails: 50.0 Ibf Bottom Rail 50.00 0.019 3 Test Duration/Load Result Forced Entry Resistance 101 hand & Tool Manipulation 5 min No entry GRADE (0 (GRADE No entry shell be gained. Load 41(lbt) 1541 No entry 2.1.8 Lo;id L I+L2_(Ibf) 150+75 No entry "ASTM F842-97" Lead LI+L2+L3 (Ibf) 150+75+25 No entry Buiddlrrg Envelope Performance � Consulting, Heseamb, I esting and investigation (SCC & AAMA Accredited Laboratories) MAR -17-2005 THU 12;39 PM REGENCY PLUS FAX NO. 5703392593 P. 11 MAR -17-2005 THU 1238 Ptl REGENCY PLUS FAX N0, 5703392593 P. 10 Re dncy.Plus, Ltd: 5 NCTL-210-2651-1 APPENDIX A .Forced Entry Povistance Fest Results Fest Method. ASTM F588-97, "Standard Test Method for Measuring the Forced .entry Resistance of Window' Assemblies, E=luding Glazing Impact ". TTEST RESULTS Paragraph No. Loads DUrgtian Measured Allgryed 10 I -Lock Manipulation 5 Minutes No Entry No Entry 10.2,'1.1 -Test Al LI -150.7b/ TMinute No Entry No Entry 10.2.1.2 -Test A2 LI1-150 lbf I lljl'inuie No Entry -No-Entry No Entry No Entry No Entry No Entry No Entry No Entry No Entry No Entry No Entry No Entry L2= 75 lbf interior I0.2.1,3=Test A3 1I=150 lbf I Minute L2= 75 lbf exterior 10.2.1.4 -Test A4 L1=150 lbf 1 Minute "L2= 75 lbf interior 10.2.1.5 -Tent A5 L1=150 lbf I Minute L2= 75 lbf exterior 10.2.1.7 -Test A7 L1=150 lbf I Minute L2?:Y75lbf interior L3= 25 lbf interior 10.2.1.E ,Logk 1v ampulation 5 Minutes No Entry No Entry No Entry No Entry No Entry No Entry No Entry No Entry No Entry No Entry MAR -17-2005 THU 12:38 PM REGENCY PLUS FAX N0. 5703392593 ,;t;• ',I ). .� lC: '•V nv�4F�e�?.'Y�.: j`:+�^,i�("c�"� C.nfaP:,:�T, li y.. i'•f'r'I -.G." - , Regeza,cy Flus, Ltd. 3 2.1.2 Air Infiltration -ASTlf E283 1.57psf (25 mph) 0.19 cfmlft, 2.1.3 * Water .Desistance - ASTM E547 5.0gph/ftg WTP= 2.86Pat No Leakage 2,1-4.2 ** Uniform Load Structural - ASTM E330 52, 5 psf Exterior 52.5 psf .interior 2.1.7 Welded Corner Test Main Frame Top Sash Bottom Sash 2.1.8 Forced Entry Resistance - ASTM F588 Gracie 10 (See Appendix A for test results) OP77ONAL PE1 FORAMNCE Par. No. pile oj Test & Method 4.3 * Water Resistance - AST?%! E547 5.0gph/ft' WTP- 7.5psf 4.4.2 ** Uniform Load Structural - ASTM E330 60.0 psf Exterior 60.0 psf Interior Tested with and without screen 0.170" 0.050" P, 09 i - NC7L-210-2661-1 0.3 efm/fib No Leakage 0.196" 0.196" Meets as Stated Meets as Stated !Meets as Stated Meets As Stated Measure Allowa No Leakage No Leakage 0.130" 0.196" 0.095" 0.196" ** No glass breakage or permanent damage causing the unit to be inoperable TEST COMPLETED 11!14/01 The tested specimen meets (or exceeds) the performance levels specified in Table 2.1 of AAMA/ NWWDA 10111 S.2-97 for air infiltration.. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the I- LC40 53x77product designation. MAR -17-2005 THU 12:38 PH REGENCY PLUS ,M1�!,:' 's:. ;f.;r`�� ''�)eji[�ik.•: y.,�_�.. ��� Wilk. .. �': �__.�,,1,�.. ,...� ;`,i .. ., .f. �� �+lYi�i.5.. ��'. WVl+r ''•� .Gi.1Li� �. n. �i77� ff.. � -�_.�� 1p. �.^.. FAX N0. 5703392593 P. 08 ' ; I ': .. ?'..:•.,'_'�: 4 err: Regency Plus, Ltd.. 2 NC71-210-2661-1 Weathersealm Two f2) *,trips of -center fin weatherstrip f0.260" high) were located at all sash stiles. One (1) strip of center fin waetherstrip (0.260" high) was located at the interior meeting rail ,and bottom rail. One strip center fin weatherstrip (0.300" high) was located at the sill and exterior meeting rail. One (1) strip of bulb -vinyl weatherstrip was located at the head and bottom rail Weeper Osie (1) triangular weep hole measuring %" wide by '/:" high was located at each end of the genter sill leg. One (1) weep hole measuring 1 '/s°° by '/„and employing a plastic weep cover was located at 2 % " from each end of the exterior sill face. One (1) weep hole measuring'/," by %,," was located at each end of the exterior sill track and through the exterior horizontal sill face. One (1) ween hole measuring '/v" by %" was located at each end of the glazing channels of the exterior meeting rail and bottom rail. One (1) weep hole measuring '/." by %" was located at each end of the exterior horizontal surface of the exterior meeting rail and bottorn rail. Interior & Exterior Surface f7niah: White vinyl (PVC). Sealant; None Employed Screen. An'inseet screen neeasuring 47 9/," wide by 72" high was of mitered type corner construction with staked -in-place aluminum corner keys. The screen employed fiberglass mesh cloth with a solid vinyl spline and two jamb retainer springs. An aluminum horizontal cross member was located at mid -span and attached with a plastic -mounting bracket. TEST RESULTS Par, AT6. 7iile of Test c _A'feth2d me g, re Allowed 2.2.1.6.1 Operating Force Top sash up 30 lbf 35 lbf Down I lbf 35 lbf Bottom Sash Up 14 lbf 45 lbf Down 12 lbf 45 lbf 2.2.1.6.2 Deglazing - ASTM E987 Exterior Sash Top Rail (70 lb/) 0.6 % (0.003`9 X100% Meeting Rail (70 lbf) 0.4 %. (0.0029 <100% Left Hand Stile (50 lbf) 1.0 % (0.00519 <100% Right Hand Stile (50 lbf) 1.4 % (0.007'9 <100% Interior Sash Meeting Rail (70 lbf) 0.2 % (0.001') Bottom Rail (70 lbf) 0.4 % (0.002") Le,0 Hand Stile (50 lbf) 0.6 % (0.003') <100% Right Land Stile (50 lbf) 120 % (01060") <1000/1, MAR -17-2005 THU 12:37 PM REGENCY PLUS FAX N0, 5703392593 P. 07 1464 GEMINI BOULEVARD s ORLANDO, FLORIDA 32837 PHONE (407) 240-1356 • FAX (407) 240.6QB2 www,ncilino.com STR U'CT URAL PEPFOR KANCE TEST REPORT Report No: 1VCTL-::10-2661-1 Test Date: 11114101 Report Date, 12/05/01 Expiraii.on Date., 1111410,5 Client: regency Plus Inc. 1024,Locust Crap Highway Mount Carmel, PA. 11961 Test Specimen, Regency Plus Inc. Model "Tech 2000" Double Hung Vinyl Prime 147indow (H-LC40 53x77). Test Specification: AAMA/1VUW/DA 101/1.5.2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Mass Doors. " TEST SPECrAMN DESCRrPTION General: The test specimen description was a orae -over -one tilt double hung vinyl prime window measuring 53" wide by 77" high overall. The top sash measured 49 '/" widq by 36 7/8" high with a daylight opening of 45 314 wide by 3,7114" high, The bottom sash measured 50 114" Ode by 36 718" high with a daylight opening of 46 fiy" wide by 33" high. Both sash were removable via a single spiral balance with locking tilt shoe located in each jamb track. One metgl cam -type sweep lock was located at 12" from each end of the interior rail. The metal keepers were located on the exterior meeting rail at the lock positions. One plastic tilt latch was Surfaced mounted at each end of the interior meeting rail and one plastic tilt latch was housed internally at each end of the top rail. One T-shaped metal pivot bar was fastened with three (3) tri -wing riuets at each end of the exterior meeting rail and bottom rail. A spring- loaded plastic security stop(night latch), was snap -fitted at 31/8" from the exterior, meeting raid on the top sash stiles. A rigid vinyl balance cover was snap -fitted into the interior jamb tracks. A combination cap/weatherstrip holder/vertical leg was snap -fitted and cemented at the interior and.exterior meeting rails. A rigid vinyl cap was snap fitted at the top rail. A rigid r»n.v7. rnmhr.n.n.ti.nn. loa ,nnc cnnn f;Hvd "i fho c;77 -4 MAR -17-2005 THU 12:37 PM REGENCY PLUS FAX N0. 5703392593 P. 06 111. MAR -17-2005 THU 12:37 PM REGENCY PLUS Regeney Plus, Ltd. 4 FIV N0. 5703392593 P. 05 NCTL-210-2728.1 APPENDLX A Forced Entry Resistance fest Results Test 1fethod: ASTM F588-97, "Standard Test Method for Measuring the Forced Entry. Resistance of Window Assemblies, Excluding Glazing Impact". TES T_ RES ULTS Parggrraph No. Loads Duration Measured Allowed 10.1 -Lock Manipulation 5 Minutes No Entry No Entry 10.2.1.1 -Test Al L1=150 lbf 1 Minute No Entry No Entry 10 r9 1 2 -Test A2 L1;150 lbf 1 Minute No Entry No Entry 10.2.4.2 - Axed Lite Manipulation 5 Minutes No Entry No Entry L2= 75 lbf interior 10.2.1,3 -Test A3 L1=150 lbf 1 Minute No Entry No Entry L2= 75 1b exterior 10.x.1.4 -Test A4 L1=150 lbf 1 Minute No Entry No Entry L2= 7516f interior 10.2.1.5 -Test A5 L1=150 lbf I Minute No Entry No Entry L2;-- 75 lbf exterior 10.2.1.7 -Test A7 L1=150 lbf 1 Minute No Entry No Entry L2= 75lbf interior 1,3= 25 lbf interior 10.2.1.8- Lock Manipulation 5 Minutes No Entry No Entry 10.2.4.2 - Axed Lite Manipulation 5 Minutes No Entry No Entry MAR -17-2005 THU 12:37 PM REGENCY PLUS Regency Plus, Ltd, TE4T RESULTS (Cant.) Par. No. Title of Test & Method Uniform Load Structural - ASTM E330 52.5 psf Exterior 52.5 psf Interior 2.1.7 Welded Corner Test Main Frame Bottom Sash FAX N0. 5703392593 Measured 0.070" 0 117" P. 04 NCTL-210.2728-1 ,411owed 0.196" 0.196" Meets as Stated Meets as Stated 2.1.8 Forced Entry Resistance - ASTMF588 Grade 10 (See Appendix A for test results) Meets As Stated OI"TFONAL PERFORMANCE RESULTS Par. No. 7'it7.e of Test & Method Measured Allowed. 2.1.4.2 ** Uniform Load Structural - ASTM E330 60.0 psf Exterior 0.175" 0.196" 60.0 psf Interior 0.110" 0.196" ** No glass breakage or permanent damage causing the unit to be inoperable TEST COMPLETED 11113101 The tested specimen meets (or exceeds) the performance levels specified in Table ?.1 of AAMA/ ArWWDA 1011r.S.2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the H- R40 53x77product designation. Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retaFned by NCTL for a period of four (4) years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or- inadequacy of the glass in the test specOnen may be drawn from this test. - This report does not constitute certification 'of the product which may only be granted by a certification program validator. MAR -17-2005 THU 12;36 PM REGENCY PLUS FAX N0, 5703392593 P. 03 Regency Plus, Ltd. 2 NOT'L-210-2723-1 Weathersetals. Two (2) strips of center fin weatherstrip (0.260" high) were located at all sash stiles. One (1) strip of center fin waetherstrip (0.260" high) was located at the interior meeting rail land bottom rail. One strip center fin weatherstrip (0.300" high) was located at the sill and exterior meeting rail. One (1) strip of bulb -vinyl weatherstrip was located at the bottom. rail. Weeps. One (1) triangular weep hole measuring ''/a" wide by t a" high was located at each end of the center sill leg. One (1) weep hole measuring 1 %" by '/.f" and employing a plastic weep cover was located at 2 s/4 " from. each end of the exterior sill face. One (1) weep hole measuring'/"by '/," was located at each end of the exterior sill track and through the exterior horizontal sill face; One (1) weep hole measuring '/2" by 'I " u,as located at each end of the glazing channels of the exterior meeting rail and bottom rail. One (1) weep hole measuring %" by '/ "was located at each end of the exterior horizontal surface of the exterior meeting rail and bottom rail. Interior & Exterior Surface Knish: White vinyl (PV0- Sealant: None Employed Screen: N/A GATEWAY PERFORMANCE TEST RESULTS Far. No. Title, of Test & Method Measured Allowed 2.2.1. 1 Operating Force Bottom Sash Up 14 lbf 45 lbf .Down 12 lbf 45 lbf 2..x.1.6.2 17eglazing - ASTM E937 Exterior Sash Top Rail (70 lbf) 0.6 % (0.003") <100% Mee4ng Rail (70 lbf) 0.4% (0.002') <100% Left Hand Stile (50 lbf) 1.0'/o (0.005') <100% Right -Hand Stile (50 lbf) 1.4% (0.'007') <100% Interior Sash Meeting Rail (70 lbf) 0.2% (0.001') <100% Rot4om Rail (70 lbf) 0.4% (0.002'9 <I00% Lefi Hand Stile (50 lbf) 0.6% (0.003') <100% Dight Hand Stile (50 lbf) 12.0% (0.060') <100% 2.1.2 Air Infiltration - ASTM E233 1.57psf (25 mph) 0.10 cfm/ft, 0.3 cfm/ft' 2,1-q dater Resistance - ASTM B547 5.0 gph/ft= WTI 2.36 psf No Leakage No Leakage