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Home My WebLink About2819 Grove DrcfTY OF SANFORD PERMIT APPLICATION Permit # :`/I �� _ Date: 4 Job Address: %� /rJ L5{ r,4 1/Q Age w Description of Work: I AJ UO Total Square Footage, Historic District: 0 Zoning: Value of Work: $ -7 loo. Permit Type: Building ✓ Electrical Electrical: New Service - # of AMPS Mechanical: Residential L' Non -Residential Plumbing/ New Commercial: # of Fixtures P)umbing[New Residential: # of Water Closets Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc_ Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Owners Name&A dress- .ST /�49-&C— C�ID�UG� ,,/` y 29/GJ `'j" ye �Q/ Ve, Phone: 40 (-30 2- — Zq4 U .ContractorName& Address: W 05 II Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: G -1 - State/Liicense Number: el. �' �0S 7 Contact Person: �(r/�U Phone: (y�')7Tg3L 7`1 6 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 the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT. MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT_ NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of nemutis verification that I will notify the , owner ooff the property of the requirements of Florida Lien Law, FS 713. 41 c0 >^' i� Q j Signature of Owner/Agent Date Signature of Contractor/Agent Date 51-�2faklre. 41"Ori Print Owner/Agent's XM I�•Lr // Print Contractor/Agent's Name • • •*CC •n MtAl�i/py Signature o Not ` Dte• f a 6 `fq , Date Signature of Notary -State of Florida Date z • � ,�Dbs � o Owner/Agent is � • fi , "', 44 Contractor/Agent is Personally Known to Me or t Produced ID Q' Q _ Produced ID APPROVALS: ZONING: UTIL: ED: ENG BLDG:_ _ Special Conditions: Rev 03/2006 #3q.00, Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 ... /re_web. seminole_county_title?parcel=0620315050G000100&cpad=grove%20&cpad_num=8/23/2006 i?:<: ............... J c i!D JG! 7ie4b1 Li A, ! ' rl::• :::::::..: Y RO.11 ENT Y ••:•,,•'::�•}.:' _. .}�f' l•:::•:: l: 3Ef+idiQ: Oie'f iro'9,f rL. `may ........ :r, fiy�r::;;::;}• :'r ' S .Z: i'-1RST-riT Q �:•}:•,:�. 5.:7IFO".r4^�IFL..;3:{3rt-7C�9 ,- .. L7 `'v '{r ��: i'r '•}:-}::}`: •.: �:.;; •rt.�r ti :• 2006 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 06-20-31-505-OGOO-0100 Depreciated Bldg Value: $62,467 Owner: GORDON STARLENE Depreciated EXFT Value: $0 Mailing Address: 2819 GROVE DR Land Value (Market): $18,788 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 2819 GROVE DR SANFORD 32773 Just/Market Value: $81,255 Subdivision Name: WOODMERE PARK 2ND REPLAY Assessed Value (SOH): $39,952 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $14,952 Dor: 01 -SINGLE FAMILY Tax Estimator 2006 Notice of Proposed Property Tax 2005 VALUE SUMMARY SALES Tax Value(without SOH): $642 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $275 WARRANTY DEED11/1989 02129 1662 $47,000 Improved Yes Save Our Homes (SOH) Savings: $367 WARRANTY DEED02/1985 01618 1517 $38,000 Improved Yes 2005 Taxable Value: $13,788 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENT LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATO ick... FRONT FOOT & 61 112 .000 350.00 $18,788 LEG LOT 10 BLK G WOODMERE PARK 2ND DEPTH REPLAT PB 13 PG 73 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1961 3 888 1,112 888 CONC BLOCK $62,467 $83,289 Appendage / Sgft OPEN PORCH FINISHED/ 24 Appendage / Sgft UTILITY UNFINISHED / 56 Appendage / Sgft SCREEN PORCH UNFINISHED / 144 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valore tax purposes. "' If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. ... /re_web. seminole_county_title?parcel=0620315050G000100&cpad=grove%20&cpad_num=8/23/2006 Architectural Testing i i i ANSI/AAMA/NWWDA 101/I.S.2-97 TEST REPORT Rendered to. e ` MI WINDOWS AND DOORS, INC. SERIES/MODEL: 740/3740 (Fin and Flange) PRODUCT TYPE; Aluminum Single Hung (single glazedwith 3/16" annealed glass) Reference should be made to ATI Report No. 42250.02-122-47 for. completetest specimen description and data. 130 Derry Court York, PA 17402.9405 phone: 717.764-7700 fax: 717.764.4129 www.archtest.COM 000 cAnrv.1 c;iina l lel ► w 8i : bZ 9ew-97-- inf Architectural Testing 1 ANSI/AAMA/NWWDA 101/7-S-2-97 TEST REPORT Rendered to: MI WINDOWS AND DOOMS, INC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 Report No.: 42250.02-122.47 Test Dates: 02/04/05 Through: 02/17/05 Report Date: 02/17/05 Expiration Date: 02/17/09 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Ml Windows and Doors, Inc., to witness testing on three Series/Model 740/3740 (Fin and Flange), aluminum single hung windows at MI Windows and Doors, Inc., test facility in Elizabethville, Pennsylvania. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H -R25 53 x 72; Test Specimen ##2: H -R35 52 x 71; Test Specimen #3: H -R45 53 x 72. Test specimen description and results are reported herein. Test Specification: The test specimens were evaluated in accordance with ANSI/AAMA/NWWDA IOI/I.S.2-97, Wood Windows and Glass Doors. Voluntary Specificationsfor Aluminum, Vinyl (PVC) and Test Specimen Description: Series/Model: 740/3740 (Fin and Flange) Product Type: Aluminum Single Hung (single glazed with 3/16" annealed glass) Test Specimen #1: H -R25 53 x 72 Overall Size: 4'4" wide by 5' 11-1/4" high Interior Sash Size: 4'2-7/8" wide by 2' 11-3/4" high Fixed Daylight Opening Size, 4'1-1/9" wide by 2'8-3/4" high Screen Size: 4'2" wide by 2111-7/16" high f 130 Derry Court York, PA 17402.9445 phone: 717-764.7700 fax: 717.764.4129 www.archtest.com -,r. . r,ra4. rr� rrin CLnM CM-WTKII(TI 11.1 CT -t7T 0Mrn7_o7_-1nr k , 42250.02-12244 Architectural Testing Page 2af9 Fest Specimen Description: (Continued) Test SoeEiMen #2: H-R35 52 x 71 Overall Size: 4' 5" wide by 6' 0-1/4" high Interior Sash Size: 4'2-7/8" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 21-3/4" high Screen Size: 412" wide by 2' 11-7/16" high Test Specimen #3: H-R45 53 x 72 Overall Size: 4'511 wide by 60-1/4" high Interior Sash Size: 4'2-7/8" wide by 2' 7-1/16" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 3' 1-1/2" high Screen Size: 41211 wide by 2' 6-13/16" high T'he following descriptions apply 10 all specimens, ' FlDish: All aluminum was white. Glazing Details: The glazing consisted of a single sheet of 3/16" thick clear annealed glass. The glass was channel glazed with a flexible wrap around rubber gasket. Weatherstripping: 17escrintion uanh X Location 0.187" backed, by 0,330" high I Row Fixed interlock polypile with center fin 0.187" backed by 0.150" high 1 Row Fixed stiles and top rail polypile with center 6n 0.187" backed by 0.130" high 1 Row Operable sash stiles polypile crn • A ar.an CC -.F PPq �+nnn niYinaN T m 1 w FZ : rZ goop-9F-1n f Architectural Testing 42250.02-122-47 Paso 3 of 9 Test Specimen Description: (Continued) Weatherstripping: Description uantit Q �Y Location 0.187" backed by 0,250" high I Row Operable sash stiles polypile with center fin 0.187" backed by 0.375" 1 Row Bottom rail diameter hollow vinyl bulb seal Frame Construction: The frame. was constructed of extruded aluminum. Corners were coped, butted, sealed with a foam pad and secured with two #8 x 5/8" long pan head screws. The fixed meeting rail was attached to the frame with one #8 x 1/2" screw per end. The fixed sash stiles were attached to the frame with one #8 x 1/2" screw at the top of the stile. Sash Construction; The operable sash was constructed of extruded aluminum. Corners were coped, butted, and fastened with one #8 x 5/$ long pan head screw. The fixed lite frame consisted of the fixed meeting rail and three extruded members that slid into the main frame jambs; and head. The corners were coped and butted. The fixed top rail was attached to the stile with one #6 x 5/8" screw at each corner. Screen Construction: All sash members were constructed of extruded aluminum. The corners were coped, butted, sealed, and fastened with one 5/8" screw through the jambs into the rails screw bosses_ Hardware: Dscription aV aant� )vocation Metal cam lock 2 6-1/1" f d Plastic tilt latch 2 Spring loaded cast metal pivot bar 2 Spiral balance 2 .. tom cn s of mtenor meeting rail attached with two #g x 1/2" screws Ends of interior meeting rail attached with one #8 x 1/2" screw and the sash comer screw Ends of bottom rail staked in place One per jamb gxnr"b'1 gmnrim i ivi i w F, T: b L gRnp-97--in f e Architectural Testing 42250.02-122-47 Page 4 of 9 Test Specimen Description: (Continued) Drainage; A sloped sill was utilized on the window. The ends of the exterior vertical leg were cut 7/16" short to allow for drainage. Reinforcement: No reinforcement was utilized. Installation: The units were installed into a wood test buck. The flange units were fastened to the buck with #8 x 1-1/4" screws at the jambs, 5" from each end and one at midspan. The head utilized #8 x 3/4" pan head screws, 6" from each end and one at midspan_ The exterior perimeter was sealed with silicone. The fin units were installed into a 2x8 42 Spruce -Pine -Fit wood rest buck utilizing 1-5/8" drywall screws located 3" from the corners and 10" on center around the nail -fin. The nail fin was bedded in silicone. )fest Results: The results are tabulated as follows: 1'a MMA Title of Test - Test Method Results Ailowed Test S ecimen 41: H -R25 53 x 72 2.2.2.6.1 Operating ,Force 19 lbf 30 lbf max. 2.1.2 Air lnfiltration per ASTM E 283 1.57 psf (25 mph) 0.11 cfm/ft, 0.3 cfrrt/fe max. Nate #i. The tested specimen meets the performance AN311AAMA/N1vivDA 1011T S.2-97 for air infiltration. levels specified in 2.1.3 Water Resistance per ASTM E 547 (with and without screen) 2.86 psf No leakage No leakage 2.1.4.1 Unifonm'Load Deflection per ASTM E 330 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 15.0 psf (positive) 0,38" See Note #2 15.0 psf (negative) 0.33" See Note #2 Note #2: The Uniform Load Deflection test is not a requirement of , NSj1AAMA/NWWDA 101/1.5.2-97 for this product designation. The deflection data is recorded in this report for special code compliance and information only. r-ra • J Qa lin cc=.7 QQQ c�Annn gmnam i n T i.i FZ : bt gnPF-9F-1nf C-Anr9,1 ciYinntJ l lYi 11.1 I;T : V T. qnn?-q?--ill y Architectural Testing 42250.02-122-47 .Page 5 of Test Results: (Continued) ra a h Title of Te -Test, ethod Results Allowed Test $ecimen #1: H -R-25 53 x 72 (Continued) 2.1.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 22.5 psf (positive) X0.01" 0,20" max. 22.5 psf(negative)X0.01" 0.20" max. ' 2,2.2.6.2 Deglazing Test per ASTM E 987 ' In operating direction - 70 lbs Interior meeting rail 0.12"/24% 0.5011/100% Bottom rail 0.13"/26% 0.50"/100% In remaining direction - 50 lbs i Left stile 0.0911/180/0 0.50"/100% Right stile 0.501,1100% 2.1.8 Forced Entry Resistance per ASTM F 588 1 Type: AGrade: I0 Lock Manipulation Test No entry No entry Test Al through A5 No entry No entry • Test A7 No entry No entry Lock Manipulation Test No entry No entry -Optional Performance 4.3 Nater Resistance per ASTM E 547 (with and without screen) 6.75 psf No leakage Na leakage 4,4.1 Uniform Load Deflection per ASTM 13 330 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 25, 9 psf (positive) 0.52" See dote #2 34,7 psf (negative) 0.75" See Note 42 C-Anr9,1 ciYinntJ l lYi 11.1 I;T : V T. qnn?-q?--ill y Architectural Testing Test Results; (Continued) 42250.02-122-47 Page 6 of 9 Yaravh Title of Test - Test Method &sults Allowed Test Suecimen #1C; H -R25 53 x 72 (Continued) Optional Performance: (Continued) 4.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) , 45.6 psf (positive) - 0,03" 0.20" max. 52,1 psf (negative) 0.01" 0.20" max, 'fest Specimen #2: H -R35 52 x 71 2.2,2.6.1 Operating Force 201bf 301bf max. 2.1.2 Air Infiltration per ASTM E 283 1.57 psf (25 mph) 0.12 efrn/ft2 0.3 cf Vffl max. Note W., The tested specimen meets the performance ANSI/AAMA/NWWDA 101/LS 2-97 for air infiltration. levels specified in 2. I.3 Water Resistance per ASTM E 547 (with and without screen) 2.86 psf No leakage No leakage 2.1.4.1 Uniform Load Deflections per ASTM E 330 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 15.0 psf (positive) N/A See Note #3 15.0 psf (negative) N/A See Note #3 2.1.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 22.5 psf (positive) N/A See Note #3 22.5 psf (negative) N/A See Note #3 Note #3: The client opted to start at a pressure higher than the minimum required! Those results are reported under "Optional Performance'. n• J octan CC7 QQQ gAnnn gmnnt j r m i u - P.T . bT gppp-g?--in f RA '14 gF,Glh CW RRR cz>in ni cz 1 aki i M i m . G. T • r, r orir 7-0::7_-tn r 42250.02-122-47 Architectural Testing Page 7of9 • Test Results: (Continued) Parairap—h Title of Test - Teq Method Results Allowed Test S ecimen #2: H -R35 52 x 71 (Continued) 2.2.2.6.2 Deglazing Test per ASTM E 987 In operating direction - 70 lbs Interior meeting rail 0.1211/24% 0.50"/100% :. Bottom rail 0.13"/26% 0.5011/100% .In remaining direction - 50 lbs Left stile 0.09"718% 0.50"/100% Right stile 0.09"/18% 0.50"/100% 2,1.8 Forced Entry Resistance per ASTM F 588 E Type: A Grade: 10 Lock Manipulation Test No entry No cntry Test Al through A5 No entry No entry Test A7 .No entry No entry LockManipulation Test No entry No entry Optional Performance 4.3 Water Resistance per ASTM E 547 (with and without screen) 6.75 psf No leakage No leakage 4.4.1 Uniform Load reflection per ASTM E 330 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 35.3 psf (positive) 0.72" See Note #2 47.2 psf (negative) 1.13" See Note #2 4.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 53.0 psf (positive) 0.08" 0.20" max: 70.8 psf (negative) 0.08" 0.20" max. RA '14 gF,Glh CW RRR cz>in ni cz 1 aki i M i m . G. T • r, r orir 7-0::7_-tn r A Architectural Testing Test Results: (Continued) Para rR anh Title of Test - Test Method Results Test S ecimen #3: H -R45 53 x 72 Optional performance 4.4.1 Uniform Load Deflection per ASTM E 330 (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 45.0 paf (positive) 1.20" 47.2 psf (negative) 1.05" 4.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 67.5 psf (positive) 0.15" 70.9 psf (negative) 0.05" 42250,02-122.47 Page 8 of 9 AI— low4d See Note #2 See Note #2 0.2014 20" max. 0.20" 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 approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, rNC: il,- 2 oma gc.w�„a.n.a=oau„ D^1YaYnwby. won aUM Jeramie D. Grabosch Steven M. Urich, P.E. Technician Senior Project Engineer JDGJdg/v1m cr,, • a ac.rnn c�� s,�sz cAnnn Qf+1nnRj i n1 i W Gly bT. QanP_Q,�_-inr eJ7 r) L7) CV ro CO Concrete or Masonry Lbening L D O - efih Perkaetes Cash. By IeWdpw Us. t.etw+en Rance aiHeanancod i. Shim as required at each installation anchor as shown. TOPeof 2_ Anchor must be of a length to have 1 1/4e penetration Into masonry or concrete_ a 3. Caulk between window flange and buck. V Cain B+twsen swclk 4. Caulk full perimeter of window_ and Masonry Opening 5. If exact window size is not given, use anchor quantity for next larger window in chart. B. Class thickness will vary I h win siZO cool design load. Wood Burk by Others 7, Letter designotions on e-tapcon i cation chart inhicate where anchors ore to be insl led using t elevatlan as a key_ TAPCON * LOCATION CKWT b.ra CODE 1MNOON 10 FA61CNER IOCATiOMS p,nmete a Moamry OPanklq SIZE SIZE up to DP35 BP35.1 To CM auhide Dirtenslon tj' knM_ ►? 18 1/8 x 25 A & C A k C PEMETRAIVA 13 18 1/3 x 37 3/8 A& C A A C Pwknater Caulk 14 /8 110 x 49 5/8 A & C A A C Caulk Between t5 16 1/B x 62 A& C A k C Flange and Buds t6 18 I/8 x TI -I%4 A do C A k C n a" Al4C AkC 6 Jamb C3Aa � o a t3 does as ReQ.lfned 5 - Ae*A,SHIM l"Nn BUCK FmOde Duaen3lan Td frame Sit -- PMnsla Caulk 8101 Q Q By Oihers stool By Others A A c _ - a f 4 q a q a B 8 By other, Caulk BeNclh Flange and Pre -Coat SII J ' J C C J *'TAACOY TypE RARa1T2M MASONRY SCREWS INOWOE TAPCO", RMAL d SIMPSaN 1 _ 7 :vJS+"S%SCANLWILCMnACCOE5l,db1etwlmdAockxd-:40-744 SHMAKEA,9.ftWr @119t:xl Art W4"JCW-"t—jd3 6 1/2 32 1/2 33 25 1/2 x 25 25 1/2 x 37 3/8 1/2 34 25 1/2 ■ 48 5/8 A d C A 3 C _ I/? 35 25 1/2 x 62 A A C A O C a d 1/2 35 25 1/2 x 71 1/4 A dr C A h C d 22 38 x 2T d1C ASC a 23 36 x 37 k C A fk C 24 36x44deC AtkC 4 245 36x 55d C AkC 25 35x6hd Ad C 26 36 x 71 SC A, a&C 32 521/Bx&C AdoC 33 62 1/B x 3S C A A C a 34 521/8x4&C AkC345 n 52 1/B x 5k 52 1/6 xTepcon C A Q C35 36 '52 1/8 x 7dt C A B, C, 0 Woad Baric By Otaers Covlk Between and O"almg ,s FLANGE ager R d� Is" INSTALLATION INSTRUCTIONS S- W. 1/15/02 aet®. - nuc A FASTENER SCHEDULE rumrcr. ~•• . 740/744 SINGLE HUNG140HE INST740 S �D m N rp *iASONARY CONSTRUCTION INSTA iOO HEAD.DETAIL r BUCK STRIP A t� — A q - e- d a a STUCCO LANE CAULK (P"NAETER' n Y n -S Z 3 PRE -CAST SILL Lm;m;! �� rx� . INCLUDED WITH- WINDOW INSTALLATION. SCREW PACK, 99-08-919. OTY- 6 QTY:' 3 #8xl"PHILLIPS 08X1 1/4"PHILLIPS PAN HEAD SHEAT FLAT HEAD SHEE METAL SCREW METAL SCREW STUCCO Li X-- 1/2" DRYWALL # 8 X I 1/4"PFH SMS # 8 x 1"PPH SMS 2-HOLE8, PROVIDED IN HEAD. 3 -HOLES PROVIDED IN (3 -HOLES IF OVER 36" WADE) EACH JAMB. INTERIOR — FINISHED V � '��`'% T]^�yT' SLF i•' r� �• �� ZY.f'r ice'-f%:'ti•.:,k�.�.., -y � d � 4 1 v SILL, DETAIL i BY OTHERS 1/2" DRYWALL INTERIOR Beftefflfit DOORS AND WINDOWS a _ '.. •d ' - � /per _ 4 dpi .qMB DETAIL d • `1 9 4 4 - 0 1/2" DRYWALL .NOTE- FASTENER OTE:FASTENER TYPE AND LOCATION! MAY � VARY DEPENDING ON LOCAL CQDES. ' 8 Lov. s Quote http://in2osrv.0998.lowes.coin/m2o/lowesQuote.jsp?projectld=279... `Back to (quote LOWE'S HOME CENTERS, INC. .#1657 3780 ORLANDO DRIVE SANFORD, FL 32773: <' (407) 430-4060 Project #: 165016266 Project Name: 8 windows 2 mull bars (copy) Customer Name: STARLENE GORDON Customer Phone: (407) 302-2960 Customer Address: 2819 GROVE DR. SANFORD FL 32773 Line Item Product Code Unit Frame Size Description Price Quantity Total Price BetterBilt South ......................................... FS Size — 37 W x 38 3/8 p i4uz�rLv H Division: Millwork :Product: Windows Type: Single Hungs Manufacturer: BetterBilt South Material: Aluminum Product Line: 3740 Product Configuration: Single Application: Flange for Block Construction Glazing Type: Single Glazed Glass Frame Size Width: 37" Frame Size Height: 38 3/8" Buck Width: 36" V. Height: 37 3/8" Glass Width: 345/8" Exterior Color: Mill Hardware Color: Mill Sash Style: Equal :Obscure Glass: No Tinted Glass: None Tempered Glass: No S creep: Included ,creen Color: Mill Wall Depth: 2" Lead time is 14 Days. :0002 Manu acturer: BetterBilt South FS Size = 37" W x 50 5/8"- _ :.::::.: 374024FLG :Division: Millwork Product: Windows Type: Single Hungs Manufacturer: BetterBilt South Material: Aluminum `Product Line: 3740 Product Configuration: Single Application: Flange for Block Construction Glazing Type: Single Glazed Glass $82.44 2 ' $164. 1 of 3 08/21/2006 12:40 PM Lowes Quote http:/hn2osrv.0998.Lowes.comhn2o/lowesQuote.jsp?projectld=279... ............... .... Frame Size Width: 37" p'rame Size Height: 50 5/8" ;Buck Width: 36" Buck Height: 49 5/8" Glass Width: 34 5/8" :Exterior Color: Mill Hardware Color: Mill , 'Sash Style: Equal Obscure Glass: No Tinted Glass: None Tempered Glass; No Screen: Included Screen Color: Mill Nall Depth: 2" :Lead time is 14 Days. ` 0003 Manufacturer: BetterBilt South FS Size = 37" W x 26" H 37402FLG )Division: Millwork Product: Windows ! Type: Single Hungs :Manufacturer: BetterBilt South Material: Aluminum ;Product Line: 3740 Product Configuration: Single Application: Flange for Block Construction Glazing Type: Single Glazed Glass :Frame Size Width: 37" 'Frame Size Height: 26" Buck Width: ruck Height: 25" Glass Width: 34 5/8" Exterior Color: Mill Hardware Color: Mill Sash Style: Equal Obscure Glass: Yes Tempered Glass: Yes (may extend lead time) ;Screen: Included ':Screen Color: Mill Nall Depth: 2" Lead time is 14 Days. $131.05 1 $131.05 '0004 Manufacturer: BetterBilt South Lowes Quote http://in2osrv.0998.lowes.coin/in2o/lowes Quote 'sp?proj ectld=279... ---------- ........................................ ................................................................................................. .................. ........................ 005 Manufacturer: BetterBilt South .......... ................ ....... ..-----7 - 4 . 0 . 5 . 0 - 5 . 9 .7 . UG .. V ...... Division: Millwork Product: Windows Type: Accessories/Parts/Other ::.-Manufacturer: BetterBilt South Accessory Item: Mull Kit Material: Aluminum :Product Line: 3740 Application: V83 Mullion Bar for Flange vertical :application Length: 50 5/8" exterior Color: Mill ............. . . ........... p This Millwork Quote is valid until 8/27/2006. This is an estimate only. This estimate does not include tax or delivery charges. Delivery of all materials contained in this estimate are subject to availability from the manufacturer or supplier. All the above quantities, dimensions, specifications and accessories have been verified and accepted. 77 ---------------------------------------------------- ....... ------------------------ ------------------------- ..................... ................... - - ------ - 7 0 3 of 3 ................. 08/21/2006 12:40 PM