The URL can be used to link to this page

Home My WebLink About316 Sir Lawrence DrCITY OF SANFORD PERMIT APPLICATION Permit # : 115 Date: 14 - cls Job Address: 3\0 d` J \P% I aL'->'rerice T>2. Description of Work: w : c+ O'ovJ t'i (la t•.tzr• +vim Historic District: Zoning: Value of Work: 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: Al of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other then X) Parcel #: 10 - a, O - 7O - '7')0n - 00 C> 0 - O 030 (Attach Proof of Ownership & Legal Description) Owners Name & Address:--2c $ Y, tom, da, } cables Contractor Name & Address: e o cs - r'ZN ar V, 7:)q C., State m r. Phone & Fa:: 14 0-7 - —3E>4 4; / F'2 0 -'4910I ContactPerson: i Bonding Company: Address: OAD Mortgage Lender: t 2QQC Address: Allow Architect/Engineer: o = Address: Fair _ / • Y Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or ins Il L 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. understariil that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANkf$; aiid AIR CONDITIONERS, etc. ~ Y` OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe it is verification that I will notify the owner of the property of the requirements o lorida Lr aw, FS 713. a( t, 3 05 Sign r f r/Age t Date Signature of Contracto gent Dad Luokes. ask-- Name Print Cont cto gent's Name hate of Florida D to Signature o tary-State of Florida Oate Owner/Agent is _ Personally Known to Me or Produced ID I- i C e,n'Sc APPLICATION APPROVED BY: BldgDt l - O oning: initial & Date) Special Conditions: Contractor/Agent is _ nally Kno a or Produced ID Utilities: initial & Date) FD: Initial & Date) ( initial & Date) D. Huss _, "'::'' or,Edc a u3 FI'iCgmisDCommission #DD187432Exp;s:'F°eb 187432 INA'. Feb 24, 2007 Bonded Tnruu' 2007 Bonded . Auantic ' Bonding Co., Inc. w``Af1iliNcBtlHtJitigCo.; Inc. ' j'g%7 0 t~ 0 4 n owffisin og$ CL a n t T U) kD o m 0 M M Uoo State of Florida Permit No. NOTICE OF COMNMNCEMENT County of Seminole s.,., Tax Folio No. (PID) I 0 ---Lb - 3 o - c Op — 1 0 $ The undersigned hereby 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. DESCRIPTION OF PROPERTY (Legal description of the property and street address) l6 g C—,C6JQV'e l \\ r, t OO GENERAL DESCRIPTION OF IMPROVEMENT OWNER INFORMATION Name and address Interest in property (Fee Simple, Partnership, etc.) NAME AND ADDRESS OF FEE SffdPLE TITLE SOLDER.(IF OTHER THAN OWNER) CONTRACTOR Nami and address t:'tu9AL n ,. c• -S =LSt. T —0,LC'V aC' SURETY ( Bonding Company) CERTIFIED C14, OPYNameandaddressAmount of Bond ALE T r 1'ff LENDER i Nameandaddressi/ isi#ii#«s«iis###««/«««s««i«#it/«/t ii«s/«..«##/.««..«..«sisi««« «#«i« 4,4 20«««./ Persons within the State of Florida designated by Owner upon whom notice c other documents may be served as provided by Section 713.13(lxa)7., Florida Statutes: Name and address iisiii/« i#ss##«i«##s««f/«««#s#««««####«#«##«««i#i#iissssssssi«s#i##«i «i#i///#««i«#i#i«i##i/ In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes. tt//// i«i/«#«/iit##ti«##«#/#i««##4i######i#«#ii##ii#«#####«i##t#iiii««iiti##/##/////it///// Expiration Date of Notice of Commencement The expiration date is I Year from date of rccordirm unlmm . t date. ix cnerifieA.l Eric D. Huss Commission# DD187432 Expires: Feb 24, 2007 Si er,, ru Sw6bn ! b`'aadlPt*hbE4bt Pine this 3 Day of My Commission Expires: VZI Notary P"HVV Thyforegoing instrument was acknowledged before me this day of Fib , ?9- by Jy1c> r\ `Zi No=s (name of person acknowledged), who is personally known to me or who has produced t iCow SrL (type of identification) as identification and who did / did not take an oath> Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAviD JOHNSom. CFA, ASA 4 PROPERTY APPRAISER SEMINOLE COUNTY FL. 1101 E. FIRST sT SAMFORD, FL32771-146B 407-665 - 7506 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 10-20- 30-506-0000 Number of Buildings: 1 Parcel Id: 0080 Tax District: S1 SANFORD Depreciated Bldg Value: $85,374 Owner: ROBLES RAMON & Exemtions: 00- p DepreciatedEXFT Value: $0 YOLANDA HOMESTEAD Land Value (Market): $19,000 Address: 316 SIR LAWRENCE DR Land Value Ag: $0 City,State, ZipCode: SANFORD FL 32773 Just/Market Value: $104,374 Property Address: 316 SIR LAWRENCE DR SANFORD 32773 Assessed Value (SOH): $98,649 Subdivision Name: GROVEVIEW VILLAGE 2ND ADD REPLAT Exempt Value: $25,000 Dor: 01- SINGLE FAMILY Taxable Value: $73,649 Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp WARRANTY DEED 10/2003 05153 0862 $124,900 Improved Tax Amount( without SOH): $1,451 WARRANTY DEED 07/2000 03909 1277 $89,500 Improved 2004 Tax Bill Amount: $1,451 WARRANTY DEED 06/1990 02197 1275 $85,800 Improved Save Our Homes (SOH) Savings: $0 WARRANTY DEED 06/1990 02196 1500 $77,500 Improved 2004 Taxable Value: $70,776 WARRANTY DEED 09/1985 01675 0830 $63,500 Improved DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 8 GROVEVIEW VILLAGE 2ND ADD LOT 0 0 1.000 19,000.00 $19,000 REPLAT PB 26 PGS 7 & 8 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 1985 6 1,226 1,755 1,226 CONC BLOCK $85,374 $92,296 Appendage / Sgft GARAGE FINISHED / 504 Appendage / Sgft OPEN PORCH FINISHED / 25 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl. org/pls/web/reweb.seminole county _title?PARCEL=10203050600000... 3/15/2005 POWER OF ATTORNEY Date: 2L / Ua I hereby name and appoint Ct E A K)09- L;-, C L 1 s o a of V--L0*i, t ;:>A -kXTpR oas 1 dyC to be my lawful attorney in fact to act for me and apply to the ITY o F `7wF Building Department for a T-Aj ( (_ r, ) t permit for work to be performed at a location described as: Section Township Range Lot Block SubdivisionP,oy 1 Ew V nae 2 f DDITto Address of Job) rJ bl les n-ram Gtc![tres cry b ,. Owner of Property and Address) and to sign my name and 4o all things necessary_ to this appointment. r ufu Y CPL o ?> DI Type or Print Name of Certified Contractor and Contractor's License Number Signature of Certified Contractor The foregoing instrument was acknowledged before me this its. 4/1116/L day of 20 vS by cell ES-f ( 49g v who efsonally k own to me/who produced as identification and who did not take oath. State of Florida County of Eric D. Huss Commission #DD187432 I Expires: Feb 24, 2007 Bonded Thru 0 i Atlantic Bonding Co., Inc. Seal Not Pu li ,Orange County, Florida 1 Levity 3/3/05 3:37 PACE 2/2 RightFAX Certificate of Insurance Thls cedlIcate Is Issued a a matter of Information only and confers no rights upon the Cortiflcate Holder other than those provided by this policy, This cartmcato does not smand. extend, or alter the coverage afforded by the policies described herein. Named Insured(&): Gevily MR. Inc and its wholly owned subsidiaries including but not limited to Gevily HR, LP; Oevily HR II, LP; Gsvity HR III, LP; Gevily HR IV, LP; Gevily MR V. LP; Gsvity MR VI, LP; Govity MR VII, LP; Gevily MR Vill, LP; MARSHGevlyMRIX, LP; Gevily HR X, LP; Gavlty MR XI, LLC; Gevily MR XII Corp. WO 301 Boulevard west Bradenton, Florida 34205 Insurer Affording Coverage Amerloan Homo Assurmos Co., Coverages: Member of Amarloan International Group,lna(AIG) ThIsTs to conity that the poi ey(sInsurance described herein have boon Issued to the Insured nerned heroin for the polloy period Indicated. Notwithstanding any requirement, term or candltlon of any contract or other document with respecl to which the CartUato may be Issued or may pertain. the Insurance afforded by the polley(ia) described herein Is wbjod to all the terms, conditions and exclusions of such pollcyla). Aggregate) Limits shown may have been reduced by paid claims. Type of Insurance Certificate Exp. Policy Number Limits Date Workers' Compensation I.1.2006 RMWC0330470 RMWC0330495 Employers Liability Bodily Injury By Accldent SY,000.000 Each Aocldent Bodily Ir4ury By Disease SZ0001000 Policy Unit Bodily Injury By Disease 92,000,000 Each Person Other: Employees Leased To: Effective Dste : o1-JAlr-2oo5 439e0.Florida Exteriors Ina The above referertwd worikers' companastion poloy(ive) provido(s) statutory benefits only to employees of Ito Named Ineured(s) on such poll yy(les). not to the employessd any other employer. Notice of Cancellation: Should any or the policies described herein be cancelled before the explration date thereof, the insurer affording coverage will endeavor to mail 30 days written notice to the certificate holder named herein, but failure to mail such notice shall Impose no obligation or liability of arty kind upon the Insurer affording coverage, Its agents or repreaentelves. Certificate Holder Floridan Exteriors Inc 2686 Park Drive Sanford, FL 32773 ge 41.4 Michael C. Weiss Authorisad Representative of Marsh USA Inc. W)d43.8489 03-NAR-2005 Phone Dais Issued OMCE COPY Fq,,K PANS REVJE"yE NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD • ORLANDO, FLORIDA 32837 PHONE (407) 240.1356 • FAX (407I 240.8882 STRUCTURAL PERFORMANCE TEST REPORT Report No: IVCTL-210-2747-1 Test Date: Z1113101 Report Date. 01107102 Expiration Date: I Z113105 Client: Regency Plus 1024 Locust Gap Highway M. Carmel, PA 17961 Test Specimen: Regency Plue "Series 300014000" Fixed Picture F-R70 84 x 52). Test Method: AA2WAINWWDA 1011I.S. 2-97,."Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a vinyl fixed lice prime window measuring 84" wide by 52" high overall. The fixed lite was glazed to the frame members, providing a viewing area of 79" wide by 46-112" high. A rigid vinyl cap was snap-fitted,at the interior frame perimeter. The frame was of welded mitered corner construction Glazing: The fixed lite was interior glazed using a double sided adhesive foam tape back bedding and a snap in double leafed dual durometer rigid vinyl glazing bead. The overall insulated glass thickness was 0.875" thick consisting of two (2) dues of 0.187" thick tempered glass and one (1) argon filled space created by a 0.50" thick intercept spacer. Weeps: No apparent weeps employed Interior & Exterior Surface Finish: Whiie vinyl (PVC). Sealant.: NIA PROFESSIDNALS IN THE SCIENCE OF TESTING 14/03/2002 06:09 4072408882 NCTL Regency Plus TESTRESULTS Par. No. Title Of Test me t 'e 2. 1.2 Air Infiltration - ASTM E283 0.003 cfm/ft 1. 57 psf (25 mph) 2. 1.3 Water Resistance - ASTM E547 5. 0 gph/ft2 WTP = 12.0 psf No Leakage 2. 1.4.2 Uniform. Load Structural - ASTM E330 60. 0 psf Exterior 0.008" 60. 0 psf Interior 0.015" PAGE 09 NCTL- 210-2747-1 Allowed 0. 3 ctml ft No Leakage 0. 208" 0. 208" 11, 7 Welded Corner Procedure A) Meets as Stated 2. 1.8 Forced Entry Resistance - ASTM F588 Level 10 Meets as Stated See Appendix A for test results) OPTIONAL PERFORMANCE 4. 4.2 Uniform Load Structural - ASTM E380 105. 0 psf Exterior 0.015" 0.208" 105. 0 psf Interior 0.015" 0-1.9108" TEST COMPLETED 11 /13101 This test specimen meets (or exceeds) the performance levels specified in Table 2.1 of .Ab14/ NWWDA 101 /I.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 F-R70 84x52 product designation. Detailed drawings were available for laboratory records and compared 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 retained 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 gla93 in the test specimen inay be drawn from this test. This report does not conatitute certification of the product which may only be granted by a certification program validator. NATIONAL CER37FIED TESTING LABORATORIES DANIEL D. CONYERS Laboratory Manager 04/03/2002 08:09 4/372408882 NCTL PAGE 10 Regency Plus -3- NC77j-210-2747- i APPENDIX A Forced Entry Resistance Test Results Test Method: ASTM F588.85 (94), "Standard Test Method for Resistance of Window Assemblies to Forced Entry, Excluding Glazing." TEStT RESVLTS Paragraph No. Loade Duratio Measured wed 9.4. - Disassembly 5 Minutes No Entry No Entry wo Q • m Client: Regency 1024 Loc Mount Cc Teat Specimen; 2 H-LC40 Vest Speeificat General; The test window measurin 718"high with a i Ile"wide by 36 /e' removable via a s metal cam -type at keepers were local was surfaced mob housed internally. three (3) tii-wing loaded plastic sec on the top sash sti A combination cc interior and exter vinyl combination exterior track. Or spaced self-tappir sash were welded NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD - ORLANDO, FLORIDA 32837 PHONE (407) 240-1356 - FAX (407) 240-BB82 www.ncdincxom STRUCTURAL PERFORMANCE TEST REPORT Report No: NCTL-210-2661-1 Test Date: 11114101 Report Date: 12105101 x Inc. Gap Highway el. PA. 17961 Plus Inc. Model 'Tech 2000" Double Hung Vinyl Prime Window AAMA/NWWDA I01/I,S.2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors." VEST SPECIMEN DESCRLPTION specimen description was a one-over-orte tilt double hung vinyl prime 153"wide by 77" high overall. -The top sash measured 49 %" wide by 36 aylight opening of 45 a/4 wide by 33 114" high. The bottom sash measured 50 high with a daylight opening of 46 MY" wide by 33" high. Both sash were agle spiial balance with locking tilt shoe located in each jamb track. One eep lock was located at 12" from each end of the interior rail. The metal d on the exterior meeting rail at the lock position. One plastic tilt latch rated at each end of the interior meeting rail and one plastic tilt latch was nt each end of the top. rail._ .Ort.e T.-shaped_metal.pivot.bar. was fastened with._.. ivete at each end of the exterior meeting rail and bottom rail. A spring.; wity stop(night latch), was snap -fitted at 3'/e" from the exterior meeting rail W. A rigid vinyl balance cover was snap -fitted into the interior jamb tracks. o,/weatherstrip holder/vertical leg was snap -fitted and cemented at the or meeting rails. A rigid vinyl cap was snap fitted at the top rail. A rigid coverlweatherstrip holder/ vertical leg was snap fitted at the sill and e steel U-shaped reinforcement channel was fastened with 3 (three) evened screws and filled lite length of all the sash rail hoilotys...Ttle frar e aryd mitered corner construction. Glazing. Both ea h were interior glazed using sealed insulated glass y4 a • (1 a/-Uua durometer back-bi dding, and a snap -in two(2) leaf dual durometer"gi''iTo"."Th ougr insulating glass 0 ickness *was 718" consisting of two (2) lites of do tia ih-te nei•'ed ! and one apace cre ted by a "intercept" spacer system. .° ' f ' ' :• • ' '' PROFESSIONALS IN THE SCIENCE OF YES Ad irnhnn', oonnocctbAmil VlAgVVVc 4n ONA AMR N.I. 67.:71 Regency Plus, Lid. 4 NCTL-210-2661-1 Detailed drawi t s were available for laboratory records and comparison to the test specimen at the time of this r port. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four (4) years. The results obtained apply only to the specimen t sted. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the teat Pectmen may be drawn from this test. This report does not constitute certification of th a product which may only be granted by a certification program validator. NATIONAL CERTIFIED TES77NO LABORATORIES D C, ImXLD. CONY Laboratory Manager If —'IN ii,nnu„un ,n nnil nAnil i1 9UI V-71 (af11 S(1(17-9-daS Regdncy Plus, LI& NCTL.210-2661.1 2.1.2 Aii 1461tration - ASTME282 1. (25 mph) 0.19 cfm/ft' 0.3On/ft' 2.1.3 * 17-pat Winer Resistance - ASTM E547 5•ygph/f l WI'P= 2.86 ps f No Leakage No Leakage . 2.1.4.2 ** Un form Load Structural - ASTM E330 0170" 0.196" 5 52. 5 pef Exterior Spaf Interior 010501, 0.1961, 2.1.7 Welded Corner Test Main Frame Meek Stated Top Sash Meeto as Stated Bottom Sash Meets as Stated 2.1.8 Forced Entry Resistance - ASTMP588 Grade 10 (See Appendix A for test results) Meets As Stated OPTIONAL PERFORMANCE Par. No. 7Ttle of Test & Method Meaeured Al o y 4.8 + Water Resistance - ASTM E547 5 fvuil u,now,up in mi unw o m v : 7 1 M11SH7-70413 INSTALLATION CONCRETE OR ANCHOR 3/16' MASONRY DIA. TAPCON BY DINERS 1 1/4-MIN. EMBEDMENT ONE BY WOOD BUCK BY OTHERS SHIN AS REO'D. SEE NOTES) CAULK BETWEEN WDOD BUCK L MASONRY OPENING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BETWEEN FLANGE L WOOD BUCK 1/4' .SHIM r SPACE MAX WINDOW HEIGHT EXTERIOR SILL STOOL BY OTHERS 1 11/4' MIN. C EMBEDMENT L G a INSTALLATION ANCHOR 3/16' DIA. 7APCON PRE -CAST SILL BY OTHERS SECTION A -A PERIMETER CAULK BY OTHERS 3/4' SHIM SPACE MAX WINDOW WIDTH ArAK I I J B B WINDOW G H HEIGHT CAULK BEHIND WINDOW FLANGE' 6' MAX. tTYP.) E F B L D - A LLEY6DON VIEWED FROM EXTERIOR WINDOW WIDTH --+ 1/4' SHIM SPACE MAX. ONE BY WOOD BUCK BY OTHERS SHIM AS REO'D.--, tSEE NOTES) 1 I I' MIN. EMBEDMENT !, CONCRETE OR MASONRY BY OTHERS) INSTALLATION ANCHOR ! Q 3/16' DIA. 7APCDN CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS EXTERIOR i PERIMETER CAULK BY OTHERS \--CAULK BETWEEN FLANGE ' EXTERIOR FINISH a WOOD BUCK 1 BY OTHERS SECTION B-B NOTES, S Y AS REO'D. AT EACH INSTALLATION ANCHOR W/ LOAD BEARING SHIM. MAX ALLOWABLE SHIN STACK TO BE 1/4'. USE SHINS WHERE SPACE GREATER THAN 1/16' 15 PRESENT. 2) WINDOW FRAME MATERIAL: POLY VINYL CHLORIDE. 3) 3/16' DIA. TAPCON MUST BE OF SUFFICIENT, LTH. 70 ACHIEVE MIN. EMBEDMENT Or 1-1/4' INTO MASONRY OR CONCRETE. ' MOR LOCATION _ INCATE 4) ANC CONCRETE SCREW ANCHORS ARRDESIGNATIONSONTHEETOBEINSTALLEDWHENUSINGIKEEXTERIORWHERE ELEVATION AS A KEY. 5) NOT ALL INSTALLATION HOLES FOR ANCHORS SHOWN ON ELEVATION ARE APPLIEDBYFACTORYINALLSIZES. ALL FACTORY APPLIED HOLES NOT DESIGNATED FORCONCRETESCREWANCHORSHOULDBEFILLEDWITHI6SCREWSOFSUFFICIENT LIM. 70 PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. INSTALLATION ANCHORS, WHETHER TAPCONS OR /B SCREWS TO BE 6' FROM END AND 24' O.C. MA%. 6) CAULK BEHIND WINDOW FLANGE WRAC LATEX CAULK. 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE BY OTHERS. B) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUAMT17YLISTEDWITHNEXTLARGERSIZE. FOR THE APPROPRIATE DESBN PRESSURE REO'D. 9) GLASS THICKNESS MAY VARY PER THE REOUIRENENTS OF ASTM E1300 GLASS CHASTS. 10) IMSTALLATKI AS STATEDCAPACITYOF WINEDOWIN & INSTKL910H IS 40.0 PSG PLIES WITH YWE FLORIDA BUILDING CODE. DES GN MANUEL MARTIN[ - -- sIt(I LIrE. .At' N.T.S. LVG pRPLUSDDDCIVIL rL. ALL 10 47162 Atv. Ltntl luccl 1 DF 2I t I4 AdX1 I".&mr tow. r)r rlur)or Nr. .I nr. K.1MrI. Ralr YNM wc t .n nYOM fu rr rSNta Regency Plus, Weather seals: stiles. One (1) si rail and bottom exterior meeting bottom rail 2 NCTL-210-2661-1 2) stri s of center fin weatherstrip (0.260" high) were located at all sash of center fin waetherstrip (0.260" high) was located at the interior meeting One strip center fin weatherstrip (0.300" high) was located at the sill and One (1) strip of bulb -vinyl weatherstrip was located at the head and Weeps: One (1) trliangular weep hole measuring Va"wide by '/s" high was located at each end of the center sill leg. One (1) weep hole measuring 1 %" 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 ai each end of the exterior sill track and through the exterior horizontal sill face. One (1) wee hole measuring %" by VV was located at each end of the glazzing channels of the exterior meeti g rail and bottom rail, One (1) weep hole measuring '/." by %" was located at each end of thelexterior horizontal surface of the exterior meeting rail and bottom rail. Interior & Exter"or Surface Finish: White vinyl (PVC). Sealant: None Screen: An insect screen measuring 47 %" wide by 72" high was of mitered type corner construction with staked-inplace 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. r. No. 2.2.1.61 2.2.1.6.2 TEST RES LILTS Sash Up Down 36tt'om Sash Up Down Deglazing - ASTM.E987- Ex§ rior Sash Too Rail (70 lbf) Meeting Rail (70lbfl L ft Hand Stile (50 lbf) ght Hand Stile (50 lbf) rior Sash 30 Of I lbf AIlo e 35lbf 35 Of 14 Of 451bf 12lbf 451bf 0. 6 % (0.008") <100% 0. 4 % (0.002") <100,Yv 1. 0 % (0.0051) .c100% 1. 4 % (0.007") <100/0 eeting Rail (70 lbf) 0.2 % (0.001') <10051i room Rail (70 IN) 0.4 % (0.002') . <100% tft Hand Stile (50 lbf) OX % (0.003') <100% ght Hand Stile (50 lbf) 12.0 % (0.060') <100% 9 nnnnnrribtfvv.i1 N111@Hm in MA If flMIAw IN 67;71 (gR.I.).11117-70-df5