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Home My WebLink About204 W 18 St (2)CITY OF SANFORD PERMIT APPLICATION v a' Permit # :_ 0 j 3 c l( Date: 0 Job Address: OILSA W I t "- SAI_ Description of Work: h'LS (,utr,tp(y t I tom Historic District: Zoning: Value of Work: S %Aql 0 • GO 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 Wateslsittsets 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 q: 36 ^ V 1 — ao - n(p — occie — Q's y 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: * / w /ties.. , g Phone: Contractor Name & Address: v Pot. AL State License Number: 06C.4• 14 k I i -• Phone & Fax: 401 1 4 S L Contact person: I' Phone• aao, L to 4 47ZF i Bonding Company: g2 05 • :• V Address: _ i,Y -- /• Mortgage Lender: :: i.• '•''.' Address: Arcbitect/ 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 requirements of this permit, there my be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I '11 notify the owner of the pro of the requirements of Florida Lien Law, FS 713. 3 i%v 314fl or Signature Owner/Agent Date Signatur fContractor/Agent Date CRY5M L Fi=- P_WkE aOA Print Owner/Agent's Name at Contractor/Agent's ame Q 0 Signature of Notary -Star lorida Date tgnaTure of Notary-Sta a of logd_ 11 a a = a tiOlINl1/seuldx3 4V . zt wT ooe 'i lr.t,4" wner/Agent is tdally Known to Me or Contractor/Agent is _ Personally Known to Me or c _ Produced I APPLICATION APPROVED BY: Bld 2 Zoning: Initial & Date) Special Conditions: Utilities: FD: Initial & Date) ( initial & Date) (Initial & Date) J Architectural Testing A, 11 July 2002 Mr. Marsh Fernbaugh, Director of Testing Alside, Window Company 3773 State Road PERMITAlaon, Ohio 44309-1365 V. OFFICE. RE: Wood Installation of 0601/0631 Double Hung Window, 3' 8" by 6' 5" Dear Mr. Fernbaugh: PLANS REVIEWED CITY OF SANFORD At your request, I have performed ap installation fastener analyses into wood framed walls for Alside double hung windows, Model 0601/0631. The testing of the actual windows was done under ATI project 01-32348.03 and 01-32348.04. The tests determined that a 3' 8" r de by 6' 5" high window has an allowable design wind pressure D.P.) of 40.0 psf. To provide this D.P. in a wood framed wall requires 6, #8 screws, each 0.164" in diameter. There should be 3 screws through each window jamb frame, one near the top, one at the midheight, and one near the bottom. The minimum penetration of the screws into the supporting wood framing must be 1-5/32". These results. are appropriate for the size window stated in the first paragraph above, and any size smaller. The supporting wood framing can be Southern Pine, Douglas Fir, Hem -Fir, or Spruce -Pine -Fir. If there are any questions about this analyses, please advise me. ANR:am I cc: 01-41462.02 01-32348 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com Sincerely yours, ARCHITECTURAL TESTING, INC. Allen.N. Reeves, P.E. Director — Engineering Services as v i I r 1 r • r l r Overview Product Search Organization Product Searcn Application User: Public User -Not Associated with Organization - Application #: Date Submitted: Product Manufacturer: Address/Phone/email: Technical Representative: Technical Representative Address/Phone/email: Category: Subcategory: Evaluation Method: Referenced Standards from the Florida Building Code: Certification Agency: Quality Assurance Entity: Validation Entity: Authorized Signature: Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Need Help FL1233 1126/2003 Alside, Inc., Division of AM 3773 State Road Cuyahoga Falls, OH 44223 Marsh Fembaugh 3773 State Road Cuyahoga Falls, OH 44281 mfembaugh@alside.com Windows Double Hung Certification Mark or Listing Section Standard Year 1707.4.2.1 ANSUAAMA/NWDA 1997 101 IS-2 American Architectural Manufacturers Association Marsh Fembaugh mfembaugh@alside.com Method 1 Option A http://www:floridabuilding.org/pr/pr det1.asp?IPT=1'233&fm=R0Srch - - 7/2004 r _ _G ... -t = . _ter`' l.•.t •• _ r ;• • y,.... Application Status: Approved Date Validated: 11/26/2003 Page: F— Page I / 1 Can 4.= pp/Seq Product Model # or Name Model Description Limits of Use Replacement: 0601:52x84 DP25,44x77 2x84 DP25, 4407% VP35,44x60 DP55 P35, 44x60 DP55 0),40x60 DP55 1233.2 601 60), 40x60 0),36x72 DP55 P55 (+/-70), 5),52x61 " C" package 6x72 DP55 +/-65 P35 +36/-50 0601:52x84 DP25,44x77 cemeReplacement: P35,44x60 DP55 (+/- 2x61 (+36/- 0),40x6O DP55 (+/- 1233.1 601 0 ; 3 cam locks/keepers, "DP" 0),36x72 DP55 (+1- 5),52x61 " C" package It latch w/"H Key" P35 +36/-50 ice. i:°SESs.''Sii.7"—''+'SL&'af^ "'"'+" ,r,cs•• - r,+;?3PZi4'".,'A 1'e7A.afil3jtiC«'.'2'..a"`'-f Aft Copyright and Disclaimer; 02000 The State of Florida. All rights reserved. flnrdal,,,;l lina.nrQbr/ur detl.asu?IPT=1233&fm=ROSrch sa 7/23/2004 i ASTM E 330-97 TEST REPORT Rendered to: ALSIDE WINDOW COMPANY SERIES/MODEL: 0601/0631 TYPE: PVC Double Hung Window Title Summau of Results Positive Design Wind Load Pressure 36 psf Negative Design Wind Load Pressure 50 Psf Positive Structural Test Pressure 54 psf Nipalive Structural Test Pressure 75 ps Reference should be made to ATI Report No. 05-30390.01 for complete test specimen description and data. rchltectural Testing / ASTM E 330-97 TEST REPORT Rendered to: ALSIDE WINDOW COMPANY 3773 State Road Cuyahoga Falls, Ohio 44223 Report No: 05-30390.01 Test Date: 0/08/02 Report Date: 07/08/02 Expiration Date: 05/08/06 Project Summary' Architectural Testing, Inc. (ATI) was contracted by Alside Window Company to perform tests on a Series/Model 0601/0631, PVC double hung window at their facility in Cuyahoga Falls, Ohio. Test specimen description and results are reported herein. Test Specification: The test specimen was evaluated in accordance with ASTM E 330-97, Test Method for Structural Performance of Exterior. Windows, Curtain Walls and Doors by Uniform Static Air Pressure Difference. Test Specimen Description: Series/Model: 0601/0631 Type: Poly Vinyl Chloride (PVC) Double Hung Window Overall Size: 4' 4" wide by 5' 1" high Bottom Sash Size: 4' 0-3/4" wide by 2' 5-9/16" high Top Sash Size: 3' 11-3/4" wide by 2' 4-9/16" high Finish: All vinyl was white. Glazing Details: The sash were glazed using 13/16" thick insulating glass fabricated from two sheets of double -strength glass, 1/8" thick each, separated by a metal spacer system. The glass was set from the interior against a double -sided adhesive tape and secured with . snap -in vinyl glazing beads. 130 Derry Court York, PA 17402-9405 phone: 717.764, 7700 fax: 717.764.4129 www.archtest.com'-- r 1,05-30390A1 Page 2 of 4 + Test Specimen Description: (Continuet) Frame Construction: The PVC frame was of mitered and welded corner construction. _ Snap -in PVC adapters were located at the head and sill. Sash Construction: The PVC sash were of mitered and.welded comer construction. Weatherstripping: DescriRtiO Ouanti Location• 0.1.50" high by 0.187" 1 . Row Bottom rail exterior side, lock rail backed pile with center fin 0.240" high by 0.187" 3 Rows Top sash stiles, top rail backed pile with center fin 0.240" high.by 0.187" 2 Rows Bottom sash stiles, bottom rail backed pile with center fin 0.240" high by 0.187" 1 Row Head and sill inserts backed pile with center fin 0.350" high by 0.187" 1 Row Bottom sash stiles, exterior side; backed pile with center fin exterior meeting rail Closed cell foam pad 2 Each comer of the sill at the exterior jamb track Drainage: Description 7/8" wide by 1/8" high weephole with weep cover 1/2" wide by 1/4" deep weepslot 1" wide by 3/16" high weephole 3/8" wile by 1/4" deep weephole 5/8" wide by 1/8" high weephole uanti Location 2 5" from each end of exterior sill. face, draining the sill hollow. 4 Each end of interior sill track 2 Sill intermediate vertical wall, draining the interior sill hollow 4 1-1/2" from each end of bottom rail and exterior meeting rail glazing channel 4 Each end of sill screen tracks 05-30390.01 r-• Page 3 of 4 c Test Specimen Description: (ContinAl) Hardware: DescriRtio Ouanti Location Metal sweep cam lock 3 Interior meeting rail, one & 12" from and keeper each end*and at midspan, with metal keepers on the exterior meeting rail Plastic spring -loaded tilt latch 2 Top comers of the top sash DP" plastic spring -loaded 2 Top comers of bottom sash engaging tilt latch (recess mounted, fixed "H Key" metal brackets applied to with two screws per latch) the interior jamb track Metal pivot bars 4 Bottom comers of each sash Coil balance system 4 One per each jamb track PVC sash stops 4 Top and bottom of each jamb track Reinforcement: The interior meeting rail was reinforced with a rectangular shaped formed steel measuring 0.680" x 0.715" x 0.050" (reference drawing #UY008812). The exterior meeting rail and top sash stiles were reinforced with a rectangular shaped formed steel, measuring 0.635" x 0.265" x 0.050" (reference drawing #UY007812). The bottom sash stiles were reinforced with a rectangular shaped formed steel, measuring 0.650" x 0.450" x 0.046" (reference drawing #UY008812). Installation: The window .was installed into a 2 x 10 wooden test buck constructed of Spruce -Pine -Fir construction grade lumber. The unit was fastened to the test buck with six 8 x 2-1/2" long screws, one each at the top, bottom, and midspan of each jamb. The unit was sealed to the test buck * at the interior and exterior perimeter with a silicone caulking, with the exception of an approximate 4" long void at each interior sill comer. R t ,, r" z'",z ram• ''?a r F-_03-30390.01 i.tCy • ; ti£r_,Y x *` a r M Page 4 of 4 Test Results: -.._ . P The results are tabulated as follows: -- Title of Test Results Uniform Load Deflection Measurements reported were taken on the meeting rail) loads were held for 52 seconds) 36.0 psf (positive) 0.74"* 50.0 psf (negative) 0.8811* Exceeds L/175 for deflection. Uniform Load Structural Measurements reported were taken on the meeting rail) loads were held for 10 seconds) 54.0 psf (positive) 0.07" 75.0 psf (negative) 0.18" 0 Allowed 0.27" max. 0.27" max. 0.19" max. 0.19" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not. constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced except in full without the approval of Architectural Testing. For ARCHITECTURAL TESTING, INC: i Digitally signed by Lynn George. Lynn George Project Manager LG:nlb 05-30390.01 R a, .77, /fL - - Allen N. Reeves, P.E. Director - Engineering Services 2s" 'ZOdZ Kr A - I4— Z DOCUMENT CONTROL ADDENDUM #05-30390.00 Current Issue Date: 07/08/d-:`-- Report No.: 05-30390.01 Requested by: Marsh Fernbaugh, Alside Window Company Purpose: ASTM E 330 testing of a Series/Model 0601/0631, PVC double hung window. Issued Date: 07/08/02 Comments:' Florida P.E. seal required on report. I I v or- 11b terrioer' balances AW DIAMCM TAPCai vnmav SOLID SHIN OR DLOCKM 41 41 3/16' DUIETER TAPCM VITH A SOLID NASMWNDDMMOf1-1/4' PENETRAT101 DID NASOM (TYPICAL) YHaRIZONTAl is7•'• a;:` .' plea SECTION i Notes The fasteners shown In these two views (6 Total per wk-40w) are capable of wFthstammhp the wind pressures In the table with appropriate factors of safety. i'I ATI-Test Report A Hung Window eDos le P ee (D.P.) Vbwf 05-30137A1 36' x 72' 47.0 psf. 05-30137A1 40' x 60' 47A psf. 01-32349.03 L .04 44' x 77' 40A psf. 05-30390M 52' x 61' t 36.0 i - 5U psf LEFT JAMB SHOWN VERTICAL SECT1nN ' a PROJECT NO. PROJECT NAHE• MODEL 0601/0631 WINDOW INSTALLATION DRAWING , O1-41462 1 115-34 CLIENT, ALSIDE WINDOW COMPANY _ MASONRY WALL INSTALLATION FASTENERS 05/08/02.2 lkI CV !-VI I/'IL C T. r . j; Div ;i•. . i i +rim cy4-SHEuDATE: /S 0 Zou OZPROJECTNOSO/•. ¢ / f 2; SHEET1 0. TESTBY: A. R a a • TESTING' I INC. _ '.•_. ' • V S PROJECT NAME: AI-r/ 0 E wiNoo w - FL OR%Q "r ' MAd oNRy woop /vsr c,vrioN Fo, 52 k 6I wryvow iN os-.o390. o/ THIS RLI°oRT /.vqs FOIX Sr,?VC7*&, 4L LOAO/NG 01V .Y., A, rrM E33o - 9 7 • /f'E.Svc.T1 WE.t E -AJC,0 f/ -S'0,p PS F J 4 t. r// a vC. y 4.//7s WA 4rC.6E oE0 , eZA o AT 4q s My FGOA/oA .r° E, SEAL . GJE /QCPORT firC ANaLy.ft, Wvov / N1TALI.AT/oN, 1400EL 06 0V063/ O, R, "Ww f 3G -So F,PoM 7E.rT C 6 - *z x Z z sc,ecws, 7 0 U L L6.447 = , So A 59. 73 A S. 0 8• v. f F / 9 9 / NOS A117y ,* p ScRf sys /A/ FR,q Aj E: 4UX G = O.¢Z (SPRvae -P/NE- f/R ey 2 pErvS'Crt' FotoM 7A,Bt-F //.3?A (Nir,4 FV4-L 4.EN4;741 f. polW ]'q,Pc E 7, Z / APa4,,,srA4-c yr FAcro.?SJ ONLY F.9Cre,q NOT /, 0 / t 4040 CA Z. /, 6 N / Qa 9'a. _ /-, / 0 0 //' 84-*/, rcnEw - (o AMe AS 'fV N/ I A/, /oEN t rr arie , Foot Fvcc STRt volt s 7 p a 7x O, /`¢ QCs- vc7s; UJE .6- swoop sces-W-7 wrrr / rMin, EMAEa. A 31,0E9 JAMB n MAJONAy / N.1'YAL[.A7/aM, U.rE rApCo,J.i f t/? HL'R /rI oR 0 vrTq F.S.= - 9LLoW LOAvs /, .Y#LA,4 faH A04JOA+.41 ADC4 Us* EAc// N( MdClf Of 7A/°COAIs ' IPEQv/REp . 3/ c1, p /V = 11,001152 = 6. 0 -4— 9• N N // oo/Zcs ¢. Z PESvcTJ: U.sE 6 TAPce s r , p N 3 PER JAMS ' Ar O c,`,-& 4 q ZoQ2 r TUr [' i fY'• s""i% SA si .kMi• '_•• T. i Jt I r. Architectural Testing A, r-r Mr. Marsh Fernbaugh, Director of Testing Alside, Window Company 3773 State Road Akron, Ohio 44309-1365 15 October 2002 RE: Masonry Installation of 0601/0631 Double Hung Window, 4' 4" by 5' 1" Dear Mr. Fernbaugh: At your request, I have performed an installation fastener analyses into masonry block walls for Alside double hung windows, Model 0601/0631. The testing of the actual window was done under ATI project 05-30390.01. The fastener analyses provides a 4' 4" wide by 5' 1" high window with an allowable installation design wind pressure (D.P.) of 36.0 and - 50.0 psf. To provide this D.P. in a masonry block wall requires 6 Tapcons, each 3/16 in diameter. There should be 3 Tapcons through each window jamb frame, one near the top, one at the midheight, and one near the bottom. The minimum embedment of the Tapcons into solid masonry must be 1-1/4". These results are appropriate for the size window stated in the first paragraph above, and any size smaller. If there are any questions about this analyses, please advise me. ANR:anr cc: 01-41463 Sincerely. yours, ARCHITECTURAL TESTING, INC. Allen N. Reeves, P.E. Director — Engineering Services S D cTs,ac. Z o 0 2 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com 4• Tom. a +c{y R .+r cv'i, ..[..•' ' t *., n.' T : 1 1'^':. ,,'+ Mr o« -s!='F'1:=..^ems ` 1^•r•'. e.WP 4_r 1 .. •• '"'--' ! 9 t a A rchitectural:Testing 10 December 2002 Mr. Marsh Fembaugh, Director of Testing Alside, Window Company 3773 State Road Akron, Ohio 44309-1365 RE: Masonry Installation of 07HP, Single Hung Window, 3' 8" by 6' S" Dear Mr. Fernbaugh: At your request, I have performed an installation fastener analyses into masonry block walls for Alside single hung windows, Model 07HP. The testing of the actual windows was done under ATI project 01-43263.01. The fastener analyses provides a 3' 8" wide by 6' 5" high window with an allowable installation design wind pressure (D.P.) of +/- 30.0 psf. To provide this D.P. in a masonry block wall requires 6 Tapcons, each 3/16" in diameter. There should be 3 Tapcons through each window jamb frame, one near the top, one at the midheight, and one near the bottom. The minimum embedment of the Tapcons into solid masonry must be 1-1/4". These results are appropriate for the size window stated in the first paragraph above, and any size smaller. If there are any questions about this analyses, please advise me. Sincerely yours, ARCHITECTURAL TESTING, INC. Allen N. Reeves, P.E. Senior Project Engineer a bFc Iy,C ZcaZ ANR: am cc: 01-41462.b2 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com Illlllllllm h., , y __ .iINew - Archltectural Testing 11 July 2002 ^ - Mr. Marsh Fernbaugh, Director of Testing Alside, Window Company 3773 State Road Akron, Ohio 44309-1365 •. RE: Wood Installation of 0601/0631 Double Hung Window, 3' 8" by 6' 5" Dear Mr.. Fernbaugh: At your request, I have performed an installation fastener analyses into wood framed walls for Alside double hung windows, Model 0601/0631. The testing of the actual windol?vs was done under ATI project 01-32348.03 and 01-32348.04. The tests determined that a 3' 8" wide by 6' 5" high window has an allowable design wind pressure D.P.) of 40.0 psf. To provide this D.P. in a wood framed wall requires 6, #8 screws, each 0.164" in diameter. There should be 3 screws through each window jamb frame, one near the top, one at the midheight, and one near the bottom. The minimum penetration of the screws into the supporting wood framing must be 1-5/32". These results are appropriate for the size window stated in the first paragraph above, and any size smaller. The supporting wood framing can be Southern Pine, Douglas Fir, Hem -Fir, or Spruce -Pine -Fir. If there are any questions about this analyses, please advise me. ANR:anr cc: 01-41462.02 01 ' 32348 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com Sincerely yours, ARCHITECTURAL TESTING, INC. 457_ ;V' /eu-u Allen N. Reeves, P.E. Director — Engineering Services Architectural Testing Y. Mr. Marsh Fernbaugh, Director of Testing Alside, Window Company 3773 State Road A1Qon, Ohio 44309-1365 ,. RE: Wood Installation of 0601/0631 Double Hung Window, 3' 8" by 6' 5" Dear Mr. Fernbaugh: 11 July 2002 At your request, I have performed an installation fastener analyses into wood framed walls for Alside double hung windows, Model 0601/0631. The testing of the actual windows was done under ATI project 01-32348.03 and 01-32348.04. The tests determined that a 3' 8" wide by 6' 5" high window has an allowable design wind pressure D.P.) of 40.0 psf. To provide this D.P. in a wood framed wall requires 6, #8 screws, each 0.164" in diameter. There should be 3 screws through each window jamb frame, one near the top, one at the midheight, and one near the bottom. The minimum penetration of the screws into the supporting wood framing must be 1-5/32". These results are appropriate for the size window stated in the first paragraph above, and any size smaller. The supporting wood framing can be Southern Pine, Douglas Fir, Hem -Fir, or Spruce -Pine -Fir. If there are any questions about this analyses, please advise me. ANR:anr A cc: 01-41462.02 01-32348 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax:717.764.4129 www.archtest.com Sincerely yours, ARCHITECTURAL TESTING, INC. Allen N. Reeves, P.E. Director — Engineering Services vc. y Z ea z. Architectural Testing 11 July 2002 Mr. Marsh Fernbaugh, Director of Testing Alside, Window Company 3773 State Road Akron, Ohio 44309-1365 . RE: Wood Installation of 0601/0631 Double Hung Window, 3' 8" by 6' S" Dear Mr. Fernbaugh: At your request, I have performed ap installation fastener analyses into wood framed walls for Alside double hung windows, Model 0601/0631. The testing of the actual windows was done under ATI project 01-32348.03 and 01-32348.04. The tests determined that a 3' 8" wide by 6' 5" high window has an allowable design wind pressure D.P.) of 40.0 psf. To provide this D.P. in a wood framed wall requires 6, #8 screws, each 0.164" in diameter. There should be 3 screws through each window jamb frame, one near the top, one at the midheight, and one near the bottom. The minimum penetration of the screws into the supporting wood framing must be 1-5/32". These results are appropriate for the size window stated in the first paragraph above, and any size smaller. The supporting wood framing can be Southern Pine, Douglas Fir, Hem -Fir, or Spruce -Pine -Fir. If there are any questions about this analyses, please advise me. ANR: am t cc: 01-41462.02 01-32348 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com Sincerely yours, ARCHITECTURAL TESTING, INC. Allen N. Reeves, P.E. Director — Engineering Services Architectural Testing 11 July 2002 Mr. Marsh Fernbaugh, Director of Testing Alside, Window Company 3773 State Road Akron, Ohio 44309-1365 RE: Wood Installation of 0601/0631 Double Hung Window, 3' 8" by 6' S" Dear Mr. Fernbaugh: At your request, I have performed an installation fastener analyses into wood framed walls for Alside double hung windows, Model 0601/0631. The testing of the actual windows was done under ATI project 01-32348.03 and 01-32348.04. The tests determined that a 3' 8" wide by 6' S" high window has an allowable design wind pressure D.P.) of 40.0 psf. To provide this D.P. in a wood framed wall requires 6, #8 screws, each 0.164" in diameter. There should be 3 screws through each window jamb frame, one near the top, one at the midheight, and one near the bottom. The minimum penetration of the screws into the supporting wood framing must be 1-5/32". These results are appropriate for the size window stated in the first paragraph above, and any size smaller. The supporting wood framing can be Southern Pine, Douglas Fir, Hem -Fir, or Spruce -Pine -Fir. If there are any questions about this analyses, please advise me. ANR: am t cc: 01-41462.02 01-32348 130 Derry Court York, PA 17402-9405 phone: 717.764,7700 fax: 717.764.4129 www.archtest.com Sincerely yours, ARCHITECTURAL TESTING, INC. 464' 'V' /az'c- Allen N. Reeves, P.E. Director — Engineering Services LEMOMM- P-OWER OF ATTORNEY I hereby name and appoint " I e.K e- O-LA of YI I gA to be my lawful attorney in fact to act for me and apply to for a I Ory1c., permit for work to be performed at a location dmcnl)ed as: Section Township_ Range_ Lot 5Y-ST- Block Subdivision N-e- C - C4 A—) Address of Job) V,A C e. e- Omff of ft*eM and Address) and to sign my name and do all things necewary to this appoinuneot TMw or P name of CddEW Coma= rid I J= I(Si mom of Caufad Cmvamr) Acknowledged: - Sworn to and subscribed before me this Day Of ZIC&jz, A.D. Notary Publi;Sm ofFkdda Seal) MY commission Expires: MY CwMUIw W01071 E Pil`93 APOI 94 2005 Charles • Hensel MY Commission D" M NoF Expires ADni 04 ?(w R. w Permit Number Parcel Identification Number &o 19 JO VY4 0000 05-%/0 Prepared by: Return to: Mid State Construction P.O: Box 1214 Winter Park, Fla. 32790 NOTICE OF COMMENCEMENT State of Ek rlda- County of 15teplt. L IIIIIIIIIINMNIN9iNNIHNN1U6119gpNt111N11 MMYANNE MORWI CLERK OF CIRCUIT COURTSEMINOLECOUNTY BK 05659 PG 1428 CLERKI S *' 2005048369 RECORDED 0/23/eg 1P:171% PNRECORDINGFEESjoge The undersigned hereby gives notice that improvements) 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) L0" Sqe 5-9- 6; 52 d NtrrfI+ 2. General description of Improvement(s) 3. Owner informatio Name Cr-IS1rF t t-'' ei'd" Telephone Number Address .2. o 4 w Fax Number Interest in Property: 4. Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address Fax Number Contractor Mid State Construction Name P. O: Box 1214 Telephone Number 7 ° Q Address Winter Park, Fla. 32790 Fax Number , Z L `E Sjd 6. Surety ( if any). nOOc NamM Telephone Number M,R 2 3 J Address. Fax Number - CERTIFIED, COPY Amount ofbond $ IVERRVANNE MORSE 7. Lender ( if any) CLERK OF CIRCUIT COURT Name Telephone Number SE OUNTY. FLORIDA Address Fax Number 8Y D UTY CLERK 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served 1 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 different date is specified): 3 a/ / s Date Signed Signature of qWner Note: per 713.13(1)(g), "owner ; must sign... dnd no one else may be permitted to sign In his or her stead." Sworn to and subscribed before me this g0t day of , 200= by S E` t r•t r(a, who is personally known to me OR produced as identification. qv tary a Darien Clark My Commiselon DD0728711 gnatuLre o NoExplreehlmemberle,4006 Revised 5/24/ 04