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341 11th St (vault) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 *` y} INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026717 Date 9/02/03 Property Address . . . . . . 341 11TH ST Tenant nbr, name . . . . . . REPL 8 WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 6000 Owner Contractor ------------------------ ------------------------ PETTY, DEBRA THE EXTERIOR GROUP, INC. 341 11TH STREET 394 9TH ST. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3694 (904) 241-2228 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 60 . 00 Plan Check Fee 30 . 00 Issue Date . . . . Valuation . . . . 6000 Fee summary Charged Paid Credited Due Permit Fee Total 60 . 00 60 . 00 . 00 . 00 Plan Check Total 30 . 00 30 . 00 . 00 . 00 Grand Total 90 . 00 90 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL cc.. CITY OF ATLANTIC BEACH D. BUILDING / ZONING DEPARTMENT s 'Oen s r 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: LfA e-A Project: !.-. Cg ) Wt WS This permit application has been: Approved 9�- t view d t in ' ms-nved-attention: Please re-submit your application when these items have been completed. Reviewed By: Date: sfg,1 /o -2, a CITY OF ATLANTIC BEACH cox�s PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS ANIS GARAGE DOORS OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION Date: d-3 Job Address: Owner's Name: Dl' �- Address: r Phone: � Legal Description: Block Number: /211 Lot Number: ZO Zoning District: Contractor: State License Number: CC Address: 3 a�f 9-1-4 Phone: 2,-Yl-2,2-z-F- City: A!3�4 xlle- State: Zip:32r,�Fax: Describe proposed use and work to be done: CP�v/.V X Present use of land or building(s): Valuation of proposed construction: �S2T7� Is approval of Homeowner's Association or other private entity required? IV Q_If yes,please submit with this application. Building Data: Mean Roof Height -_(ft) Building Width z 1 (ft) Building Length 7 1 (ft) Roof Slope /: / *Window Elevation from Grade Window Height"4(ft) Window WidthMeasurement from corner of building to window S 0 . s h 4 a Y 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atlantic-beach.fl.us Page 1 Revised 127/03 • Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit In addition to the building data,the following information is required: 1. Manufacturer's Test Report 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local Hiles,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuanm of this permit is contingent upon the above information being true and rrect and that the plans and su ing data have been or shall be provided as required Signature of Contractor. Date: Q 3 Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of ,2003. State of Florida,County of Duval ��.••"'otic Notary's Signature: Nora M. Thrift i` -76:Comtnlsslon#GG 868605 Expires Sep. 1,2003 ❑ Personally known Bonded Thru �p ,4 pN` Atlantic Bonding Co.,Inr. @ Produced identification Type of identification producedp dtol-blo AL �L �L AS TO CONTRACTOR: Sworn to and subscribed before me this 6 day of ,20Q State of Florida,County of Duval _ Notary's Signature TRW BIA=GROVE / MY COMMISSION t DD 161134 EI/Personally known EXPIRES:OctoW27.2006 BWKW7Ym,NokUrN*uaennws ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Page 2 Revised 127/03 FROM :AMERICAN WHOLESALE FAX NO. :94519131 A+ 26 20030:19M R! & . • � � $ / � W] a � \ § ( . % a k w J � . ] � � } /�/ / - � I � r \ ci k/ \ � \ �c Simonton Window y | rR , • ¥m ■ ■ , ± �� Ono Co ror A«w# : ! ( . \ • Penni oG, WV 2e4�& | • 'i eH ao�r¥22413 � / `` � &m ld Ey RAN Nd NO Q6§ natE R R g2 R¥ FROM :AMERICAN uHOLESALE FAX NO. :904 519 1301 Aug. 26 2003 03:19PM PZ . . IN 41 Ut 11.1 V) ,TAa Ta -A dLA v 0 0, a at a a 0z vi RL SIR, I FAA toe Avetwe nor;da r. C. No. 44,4014 Fill FEEL I T- �- i . g , s . L�"FT sr.D�_ -� vcidcv c f � 53" S3` R�� a /VITAL w.e" � Li OLt A-ft� �w ►M,wXS oma � els.-u�-,r 5 Aus.13. 2003 11:01AM SIMONTON PDC No•6593 P. 10/22 A 4� AAMA/NWWDA 101/1-S.2-97 TEST REPORT SUMVIAR7f Rendered to: SIMONTON WINDOWS SERIES/MODEL: 07-so TYPE:PVC Double Hung Window Results Title of Test Test specimen 4f Tat 3 ecimen#2 H R25 a8 x 80 H-R30 48,x 80 Ov=U Design Pressure 25 psf 30 psf Operating Force 28 lbs>nax. N/A Air Infiltration 0.10 am/ N/A Water Resistance 4.5 f N/A Structural Teat Pressure ±37.5 psf I *45 0 Psf Degiazing Passed N/ Forced E=Resistance Passed N/A Reference should be made to Report No 05-30355.01 dated 04/03/02 for complete test specimen description and data. - For ARCHITECTURAL TESTING,INC. Vi V ally-v-d by Lynn Ocuip Lynn George,Project t?4=ager A P P R O V E D Lo o,h :,ITY OF ATLANTIC BEACH BUILDING OFFICE AUG 2 q 2003 BY: Na.6598 P. 11/22 AU6,18, 2003_11:01AM,S1MONiON PDC i Archlt*cturai Testing. AAM Iola T 1U Rendered to: SMONTON W tMOWSS one Cochranc Avenue Pennaboro,West Virginia 26415 Report No: 05-303 5 5-01 Test Date: 03/05/02 Report Date: 04/03/02 Expiration Daze: 03/05/06 project Setmmary: Architectural Tag,Inc.(ATI)Was contracted by Simonton Windows to witness performance testa on two Series/Model 01-80, PVC double hung windows at their facility in Pennsboro, West Virguu8• The samples nested successfully met the performance for the following ratings: Test Specimen#1: H-R25 48 x 80,Test Specimen#2: H-R30 48 x 80. -fest specimen descriptions and results are reported herem. Test Speciflcadou. The test a lted tn accordance ccordadaA/NWA Yolnnta7ySpecflonsforAumnonnWood 'inG 10ir1S.2 Doors. Test Specimen Description: SerieslIvIodel: 07-80 Type: PVC Double Hung Window Teat SDecjWA#i: H-R25 48 x 80 Overall Size. 4'0"wide by 68"high Top Sash Size: 3'7-9/16'wide by 3'2-3/4"high Bottom Sash Size: 3'8-9/16"wide by 3'3-3/4"high Screen Size. 316-7116"wide by 3'3-1/4"high Reinforcement No retiiforcement was utilized Glazing Type. The sash Were extenor glazed with 3/4" thick, sealed insulating glass fabricated fxom two sheets of 3/32"thick annealed glass and a metal spacer system. 130 Derry court YoM.PA 17402-9445 phone.717 764 7700 t-- v��7Rd dt29 Aug.18. 2003 11:02AM SIMONTON PDC N0.6598 P. 12/11 01-3035501 Page 2 of 6 Test Specimen DescriptiOU. (Continued) 4 Test SoecLnen 42: 1-1-113U48 x 80 OverAl Size: 4 0"wide by 6'8"high Top Sash Size: 3'7-9/16"wide by 3'2-3/4"high. Bottom sash Size. 318-9/16"wide by 3'3-3/4"high Screen Size. T 6-7/16"wide by T 3-1/4"high Reinforcement. (A2 reinforcement) The exterior meeting rail contained a rectangular shaped,hollow,oxtmdod aluminum roinforcernent measuring 0.750"x 0.492"x 0.062" (reference drawing 06110). The interior meeting rail contained a rectangular shaped, hollow, extruded aluminium reinforcement measuring 0.796" X 0 989" x 0.062" (reference drawing 1#60074). Glazing Type: The sash were cxtenor glazed with 3/4" thick, sealed insulating glass. fabricated from two sheets of 1/8"thick&=caled glass and a MOW spacer.system. The following descriptions apply ra ail specimens_ Finish. All vimyl was white Glazing Detaib. The glass was set from the exterior against a double-sided adhesive foam tape and secured with single leaf,dual dtzrot'neter snap-in vinyl glazing beads. Frame Construction. The PVC frame was constructed using coped,butt-type,mechanical cornet construct,on Each corner contained a foam gasket and was fastened using three screws per earner. Sash Construction. The PVC sash were assembled ut1 MZL9 mitered and welded corner construction. Screen Constrnetiow The screen was constructed with extruded aluminum. the cornets were&quare out and secured using plastic comer keys. The fiberglass mesh screen cloth was held-Ln-place with a flexible vinyl spline. Aue.18. 2003 1!:02AM SIMONTON PDC P. 13/22 I o>-�osss of page 3 of 6 Test Speciraea Description: (Continued) Weatherstripplug: Descrifltiott a t Lg�1� 0.18.7"backed by 0 210" 1 Row Sill high P118 with center fin 0.187"backed by 0.250" 1 Row Lock raiI,.keeper rail,top rXI, high pile with c inter fin and bottom sash stiles 0.187"backed by 0.250" 2 Rows Top sash sttles high pile with center fin 0.187"backed by 0 340" 1 Row Exterior of bottom sash stiles, high pile with center fin and exterior of keeper rail 7/16"diameter,offset,vinyl t Row Bottom rail jaekoUflow foam-filled bulb with semi-rigid exterior leaf 0-187"backed by 0 500"high 1 Row Bottom rail,top rail vinyl jacket/fbam-filled C--fold leaf 0.187"backed 0.250"high 1 Row Head Ymy1 jackcdfoain filled bulb Hardware' 17escnpttorr OtM— n location Metal cam lock and keeper 2 Lock rail,8"in 6mm each and with adjacent keepers on the exterior meeting rail Plastic tilt latch 4 Top comers of each sash Metal pivot bar 4 Bottom comers of each sash Constant force balance system 4 Two per lamb,two coils per balance A,s.iB• 2003 11:020 SIMONTON PDC No 8 98 P. 14/22 - � 05-30333 O1 Page a of 6 Test Specimen Description: (Continued) it Drainage: T7e5cnt3tion � IAXatton 3616"diameter hole 4 Bottom rail and exterior meeting rail Tnsta9lation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir const action lumber and secured with four#8 wood screws, one at the top and bottom each jaurb. The unit was sealed at the interior and exterior perimeter with a silicone caulking, with the exception of an.approximate 6"void at each interior sill corner. Test Results: The results are tabulated as follows: KAWZh jijle d6Test-Test Method Results Allow Test$ cimeg T: H-R25 48 x 80 2.2-1.6.I Operating Force Opening 26 lbs 30 lbs max. Closing 23 lbs 30 lbs max. Bottom Sash Opening 28 lba 30 lbs max. Closing 25 lbs 30 lbs max- 2.1 2 Air Infiltration per ASTM E 283 @ 1.57 psf(25 mph) 0 to cf lftr 0.3 chiiift2 max- Note #1- The tested specun" meets the performance hrvels specyied to AAXM1NF1WDA 101/LS.2-97 for air in)Vtrtuson 2.13 Water Resistance per ASTM E 547 (with and without screen) W77=2.86 psf No leakage No leakage Aug-i9- HU H 12AM SIMONTON PDC Na•6595 G 15/22 i 05-3035501 Pace 5 of b Test Results: 4 Para h Title of Teat-Test MResults ow Teat 9p!S'ft e7pt#1- fi-R25 48 x$0 (Continued) 2.1.4.2" Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the exterior meeting rail) @ 22.5 psf(positive) 0.057" 0.174"max. (x322.5 psf(negative) 0.092" 0,174"max. 2.2.1.6.2 Deglazing Test per ASTM E 987 Tam Sm In operating direction at 70 lbs Lift rail 0.090"1118% 0,500"/100°/0 Meeting rail 009011/18% 0.500"1100019 In remaining direction at 50 lbs Left stile 0.060"/12% 0.5001,1100% Right stile 0.060"/12% 0 500"(100% In operating direction at 70 Is Lift rail 0 060"/12% 0,50011/I0010/0 Meeting rail 0.090"118% 0.50011/100% r In remaining direction at 50 lbs Left stile 0.060"/12% 0500"/1000/a Right stile 0 060"/12% 0.500"/1001% 2 1.7 Welded Coincr Test Meets as stated Meets as stated 2.1.8 Forced Entry'Resistance per AAMA I302.5-76 Test A No entry No entry Test B No entry No entry Test C No entry No entry Test D No entry No entry Test E No entry No entry Test F No entry No entry -fest G No entry No entry Au9•18- 2003 11'02AM SIMONTON PDC No•6598 ? V22 of-auris 01 Pase.6 of 6 Test Results. ' Allowed Para¢xavb T"''^FTrcr_ est Method * rfl -feet Spetdnae� H-R.25 48 x 80(Couunuad) Q0L.rial perfomiau&s 4.3 Water Resist m-per ASTM B 547 (with and without screen) No leakage No leakageV; TP=4.50 psf 44.2 Uniform Load Sttiiictuxal per ASTty'F 330 (Measuremente reported were taken on the exterior meeting rail) @.37 5 psf(positive) 0.097" 0.174"max. @ 37.5 psf(negative) 0.158" 0.174"max. . Test$peclaien U, H-R30 43 x 80 Qutiogal Pfrfutmance 4.42 Uniform Load Structural per ASTM 1r 330 (Measurements reported were taken on the exterior mCCtin8 e") max. @ 45.0 psf(po5)nve) 0.170" 0 174" @ 45.0 psf(negauve) 0.100" 0.174"max. Detailed drawings,representative samples of the test spec'Mon, and a copy of this report will be retained by ATI for a pahod of four years The above resuhs were secured by using the designated teat methods and they indicate compliance with the performance requirements of the above referenced speelflcatiou- This report does not constitute certification of this product, which may only be granted by the certification progrsm administrator For ARCHITECTURAL TESTING,INC: Ofgn2ay mead by Lynn aOrge \\\ Lynn George Micha t Project Manager Director-Operations LG.ulb 05-3035501 ' t Aug. 18. 2 03 11 :01AM SIMONTON PDC No-6598 P . 10/22 �4+ A 101/l.S.2-97 TEST REPORT SUAUKARY Rendered to: SIMONTON W1[l`iDOWS SERMS/MODEL: 07-80 TYPE:PVC Double Hung Window Resaltr Title of Test Tet Specimen 4 Test SptcIMLn#2 Ratio H-Rz5 48 x 80 H-R30 48.,,X 80 Overall Design Presaure 25 psf 30 Pqf, OperatingForce 28 lbs max. NSA .Aar T ffitration 0.10 cfm/ AN/A Water Re3i3tance 4.5 psf NIA Structural Test Pressure ±37.5 psf ±45 0 psf Da lazing Passed NI Forced Eu Resistance Passed N/A Reference should be made to Report No 05-30355.01 dated 04/03/02 for 8dilEtd'tfei9tg�ecimen description and data. CITY Or A ANTIC B ReH BUILDING OFFICE For ARCHITECTURAL TESTING,INC. AUG 2 A 2003 a,vally-pad by Lynn Omp BY: Lynn George,Project Manager LCI nib No6596 P. AU08. ?003_H:0IAM SIMONTON PDC _ 11/22 i Archlt*cturai Tasting. R•,N��,:M• ,ai n x,2^97 TEST RE1�0 3f Reordered to: SIMONTON WRMOWSS One Cochrane Avenue Pe=boro,West Virginia 26415 Report NO: 05.-30355..01 Test Date: 03/05/02 Report Date' 04/03/02 Expiratxen Date: 03/05/06 project Summary: Architectural Testing, h1c. (ATI) was contracted by Simonton Windows to witness performance testa on; two Scries/Mode1 01-90, PVC double hung windows at theu facility in Pmnsboro, West Virginia. The samples tested successfully znet the performance for the following rstlags: Test Specimen#1: H-R25 48 x 80, Test Specimen #2: H-H30 48 x 80. Test specimen descriptions and results are reported harem. Test Speeincatiou. The test specimens ware evaluated m accordance with kAMAJNWWUA Voluntary Speetflcations for Aluminum, V111yl(PVC) an¢ Wood Windows and Glass Doors, Test Specimen Description: Series/lYtodel: 07-80 Type: PVC Double Hang Window Test SoecfmAn#1: H-R25 4.8 x 80 Overall Size: 4'0"wide by 6'8"111911 Top Sash Size: 3'7-9/16"wide by 3'2-33/4" higb Bottom Sash Size: 3' 8-9/16"wndo by 3'3-3/4"high Screen Size. 316-7/16"wide by 3'3-1/4!*high Reinforcement No reinforcement was utilized Glazing Type- no sash Were exterior glazed with 3/4" duck, sealed insulating glass fabricated firom two sheets of 3/32" (luck annealed glass and a metal spacer system. 1J0 perry Cour I York. PA 17402-9405 phone. 717 764 7700 "__ 7-17 UA d1?9 Au6- 18. 2003 11 :02AM SIMONTON PDC No.S598 P- 12/22 01-3035501 page 2 of 6 Test Specimen Des"ipttoa. (Continued) d Teat Specimen #2. 1i-R30,48 x 80 Oversell Size: Vol' wider by 6' 8"htgb Top Sash.atze: 3'7-9/16" wide by T 2-3/4"high. Bottosm Sash Size: 3'8_9/16" wide by 3'3-3/41'high Screen Size. 3'6-7/16."wide by 3' 3-1/4"high Reinforcement. (.a2 remforcement) The exterior meeting rail contained a rectangular shaped, hollow, extruded aluminum reinforcement measurmg 0.750" x 0.492" x 0.062" (reference drawing 056110). The interior weeting rail contained a rectangular shaped, hollow, extruded aluminium remforcement measuring 0.796" x 0 989" x 0 062" (reference drawing#60074). Glaring Type: The sash were exterior glazed with 3/4" thick, sealed insulating glass. fabricated from two sheets of 1/8"thick annealed glass and a metal spacer system. The following descrlptlons gppty la al!specimPrts- Finish. All vinyl was white Glazing Detalk. The glass was net from the exterior agamst a double-sided adhesive foam tape and secured With single leaf, duan durotnetm snap-iu vinyl glazing.beads. Frame Coustruction. The PVC frame was constructed using coped,butt-type, mecharucal corner eon8truction. Each cornet colntamed a foam gasket and was fastened using ftee screws per coater. Sash Construction; The PVC sash weze assembled uW zing mitered and welded corner construction. Screen Construcdoir The screen was constructed with extruded aluminutn. The cort►ers were square out and secured using plastic comer keys. The fiberglass mesh screen cloth was held-in-place with a flexible vinyl spline. ka - 18. 2003 1 ! :02AM SiMONTON PDC Nc.6598 p• 13/22 f 45-?0355 of Page 3 of 6 Test Specimen Description: (Continued) weatherstripping: Des!;t2bDtx {�autiy U9 0-18&7" backed by 0 210" 1 ROW Sill high pile with oettter flu 0.187"backed by 0.250" 1 Row Lock rail,,keeper rail,top rail, high pile with center fin and bottom sash stiles 0.187"backed by 0.250" 2 Rows Top sash Stites higb pile with center fin 0.187'backed by 0 340" ? Row Exterior of bottom sash stiles, bi gh pile with coater fin and exterior of keeper rail 7/16"diameter,offset,vinyl T Row Bottom rail jackojollow foam-filled bulb with senni-rigid exterior leaf 0.187" backed by 0 500"high 1 Row Bottom rail,top rail Hyl jacket/foam-filled C-fold leaf 0.187"backed 0.250" high 1 Row licad ymyl jacketlfoam filled bulb Hardware: Dp-.5cnptiott taa UtterLQcafion :Ketal care lock and keeper 2 Lock rail, 8"in from each and with adjacent keepers on the exterior meeting rail Plashe tilt latch 4 Top coxmem of each sash Metal pivot bar 4 Bottom comers of each sash Constant force balance system 4 Two per jamb,two coils per balance Au3.ld. 2003 11 :02AM S1MONTON PDC 'Vo.6F98 P. 14/22 ' � 05-30333 01 Pnga 4 of 6 Test Specmi cn Deacripdon: (Continued) is Dratuage: Dt,scntit'on- tY Locat 3116"diameter hole 4 Bottom rail and exterior meeting rail. Instsrllatlan. The unit was installed in a wood buck consmicted of Spruce-Pine-Fix eoastruation lumber and secured with four#8 wood screws, one at the top and bottom each J'auib- The unit waa sealed at the intenor and exterior perimeter with a silicone- cau4ang, with the exception of an.approximate 6" void at,each interior sill corner. Test Results: The results are tabulated as follows: garagMh Till c'fTest-Test 11'iReSpIts Allow Test Spec en#t. H-R25 48 x 80 operating force Igp Sash Opening 26 lbs 30 The max. Closing 23 lbs 30 lbs max. Bottom Sash Opening 28 lbs 30 lbs max. Closing 2S lbs 30 lbs max- 2 A 21 ax-2.12 Air MItration per AS7U E 283 @ 1.57 psf(25 mph) 4 10 cfxn/ft2 0.3 cbWft1 max- Note #1 The tested specunen meets the performance levels specified in AAAfA1NWTA4 101/I.S. 2-97 for air inflltrarcon 2.13 Water Resistance per ASTM E 547 (with and without screen) WTY=2.86 psf No leakage No leakage AgVi . 20D ! 1 :02AM SIMONTON PDC No.6598 P. 15/22 -- 4 44 05-3035501 Page 5 0>=6 Test Results: azama�rh Title of'1' 8t-Teet Me_%(d Re-511its ow Test Spec� - H-R25 48 x$0 (Continued) 2.1.4.2 Uniform Load,Structural per ASTM E 330 (Measurernents reported were taken on the exterior meeting rail) 22.5 psf(positive) 0.057" 0.174"max. 22.5 ps;f(negative) 0.092" 0,174"max. 2.2.1.6.2 Degluirwg Test per ASTM E 987 .i QR SU in operating direction at 70 lbs Lift rail 0.090"l18% 0,50011/1000/0' Meeting rail 009011/18% 0.500"/100% In remaining direction at 50 Is Left stile 0.060"/12% 0.500"/100% Kigbtt stile 0.060"/12% 0 50011/100% l3otGom Sash. In operating direction at 70 lbs Lift raid 0 060"/12% 0.540''/IQQ% Meeting rail 0.090 /1$�0 0.500"/100% Y In rcmainiug dircctton at 50 lbs LcR stile 0.060"/12% 0.500"/100% Right stile 0 060"/12% 0.500"/100% 2 1.7, Welded Corn=Test Meet&as stated Meets as stated 2.1.8 Forced Entry Resistance per AAMA 1302.5-76 Test A No entry No entry Test B No entry No entry Test C No entry No entry Test D No entry No entry Test E No entry No entry Test F No entry No entry Test G No entry No entry Aug , ! ?- NO3 11 *02AM SIMONTON POC Ifo 6598 P . '6/22 i 9s 3+1333 01 Page 6 of 6 Test Results. %, Results Alto Paramr "f'it;e of st-Ie,�t .I.�rt Sperm H-R75 48 x 80(Continue 4 dptj�erformaw 4.3 Water R.osistaace per ASTM E 547 (with and without screen) No leakage No leakage WTp=4-50 psf 4.4.2 Uniform Load Structural per ASTM R 330 (Meuureme to reported were taken on the CUehor Mae ting rail) @.37.5 psf(positive) 0.097" 0.174" max. @ 37.5 psf(negarive) 0.158" 0.174" max, Test Suee1= , H-R30 48 x 80 g2txoual pe xfVrramce 4.4,2 Uniform Load Structural per ASTM E 330 (Meamraments reported were taken onQ exte nor meoting fell) @ 45.0 psf(positive) 0 174"max. @ 45.0 psf(negative) 0.100" 0174" max. Detailed drawings, representative Samples of the test specimen, and a copy of dus report will be retained by .STI for a period of four years T h.e above resuhs were. Secured by u=8 the designated test methods and they indIeate cornpbauce with the performance zequirements of the above referenced specificatiou- This report does not constitute certification of this product, which may only be granted by the certlibcatiOlt Mg=. administrator For ARCHITECTURAL TESTING,INC: DVAy stped by:Lynn G-W Micha Lyth George �' \ Project Manager Director- Operations LG.n1b 05-30375 01 MAP SHOWING SURVEY OF IDT 209 BLOCK lby ATLANTIC BEACH Ao ?ECCT>DED IN PMT f-(OK 5a PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL MINTY, FLORIDA,, f0[/N!J//2"IRO N i 0.' e v-v 0 � o T 450' FDUND l�2'/�ZaN—4 �� '5-r.7-i/2' �4o Raw) CITY of ,STI C� sUiLE�l; t,� t;rF`Q9 I HEREBY CERTIFY THAT I HAVE SURVEYED THE LANDS AS SHOWN IN THE ABOVE CAPTION AND THERE ARE NO ENCROACHMENTS. H. A. DURDEN & ASSOCIATES 926 — 7TH AVE. SOUTH JACKSON LLEf8H. FLA. SIGNED /ti'1A.4GN —19�� SCALE: REGISTERED SURVEYOR NO. 1671 FLA. /OUTHEID[•/P SItRVlCe INC. ORDER NO. NOTICE OF COMMENCEMENT State of FZp,o/?D.4 Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: Address of property being improved: General description of improvements: Owner: fiSBif _71V Address: 477'E Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Nam e: Address: Contractor: 141,-- Address: 41,-Address: Phone No: Fax No: Surety(if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S 1iSE ONLY P4,LU,, OP3 Signed: II�� --((''-�. Date: Before me this Cl�—day of , - in the County of Duval,State of Florida,has person appeared C Notary Public at Large,State of Florida,County of Duval. / My commission expires: Personally Known: T—�— or Produced Identification: C �- i-71, -C' ora Thrift 'sComroisaion*CC 869605 Ac Expires Se 1,2003 Bru onded Th .1, ,Atlantic Bonding Co.,1ne. ?j.-1.I>lr✓v� CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �J23 Application Number . . . . . 03-00026718 Date 9/02/03 Property Address . . . . . . 341 11TH ST Tenant nbr, name . . . . . . REPL W/SHAKE SHINGLES Application description . . . SIDING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 10000 Owner Contractor ------------------------ ------------------------ PETTY, DEBRA THE EXTERIOR GROUP, INC. 341 11TH STREET 394 9TH ST. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3694 (904) 241-2228 ---------------------------------- ----------- - ------------------------------ Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 80 . 00 Plan Check Fee 40 . 00 Issue Date . . . . Valuation . . . . 10000 Fee summary Charged Paid Credited Due ----------------- ----- ----- ---------- ---------- ---------- Permit Fee Total 80 . 00 80 . 00 . 00 . 00 Plan Check Total 40 . 00 40 . 00 . 00 . 00 Grand Total 120 . 00 120 . 00 . 00 . 00 f BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Cc: T ' CITY CITY OF ATLANTIC BEACH D. Ford JSP BUILDING / ZONING DEPARTMENT S. Doerr J 800 Seminole Road J Atlantic Beach,Florida 32233 (904)247-5800 r�,}3 (904)247-5845 Fax _- i AUG 2 12003 PLAN REVIEW COMMENTS 1 Permit Application # ©3 - Z(t,`] 1 F Property Address: L4 I ( � tk St Applicant: � y , LJC-61z-X\- Project: Ls--)/ Sl-i-�--c S 1-4 1 OGS Ems This permit application has been: Approved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: 'S CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION �S Date: e-,2-0 `0 Job Address: Owner of Property: b'o-Alk IV Address: 5,,Ia-►fe Telephone: 2_44:� • 3462' Legal Description: Block Number:_ ��7� Lot Number: Z© Zoning District: C604150.57� Contractor: �� cxt1�, �..IIC'� State License Number: Contractor's Address: Telephone: ill ' 2-2-2-9 Fax: C704-3 Describe proposed use and work to be done: /,D-C, Ltl��l /J�F. �f��,�.� RQv shA Present use of land or building(s): ! i Valuation of proposed construction: What are the dimensions of the added space: i(J IA feet x feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? — New fireplace? New heating/air conditioning? Is approval of Homeowner's Association or other private entity required?_L I C2—If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? �NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. �[NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided withthis application is correct. PSignature of owner: 46t Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: v v Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of 20 . State of Florida,County of Duval Notary's Signature: '' ., Nora M. Thrift SComurilealon#CC 869605 ❑ Personally known Expires Ser,. 1,2003 Bonded Thru Produced identification ." " Nora Bonding Co.,Inc. Type of identification produced 1L DU:L MCIt 01'"�I�O— AS TO CONTRACTOR: I Sworn to and subscribed before me this ( day of 1' , 20��• State of Florida,County of Duval Notary's Signatur : Ad� Z'( .. TRACIBIANCAGROVE �ersonallyknown MY COMMISSION A DD 161134 EXPIRES:Oclober27,2006 ❑ Produced identification ewdedrnmNo"PUMWwwdw. Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 FROM :AMEPICAH WHOLESALE FAX NO. :904 519 1301 Jul. 21 2003 04:07PM P1 JUI-21-2803 02!03pm Frost-HEARTLAND CUST04EA SERVICE 68272921 a4 T-9ra P 001/001 F-104 Plirodnct Specification Sheet Ail .jwC PO4~ana 501'4 vmrt 9:.n .Soffit Ad Ac, .Ofi. ' ma,.r mn id or H—aj,ioa—11"79M e.ctu 4 rorm.G- I 1721 L;1'u. .,nicemerbilo,A Plot—,oral .:G.+ ._ Tli _KNESS' SOFFITg swwcs .042• 044 046• e�rri C'� .046• ....� ...,.=.-o .042' i edarMAX,is.s„•feu.^ FaurmAn Ot ihw.twd . ,U50 0441 11� iM u�IA (A6 .048• 1.1WA1lLCAB p4q• son"044-� Mr 092 �� ( 002) 046• iaOA VW TF.; "SULTS: Irnl;t t It"srance(ASTM 4220).......... >fd)m,a lb. .040 Ne 'live Wind Load(ASTM 5306)........ 55.5 PSF Spt ftr Gravity. .. ..... 1452 Fla. 1,cYa(Durnrncrct A) •• 72 M 3 .• Ter.de SMMgEb(P10: 7260 — �J.�� 040 Mc alu+of E sucity to TcnYlon(pwt) 376.718 ., �,i,' .`.' wpm a GT t 0()3) Izo 1 hupact(ft-lbs.An.notch)... 32.5 w 23'17 asst E , 3.5*0'C He cf1ccuon 7bmperadue 164'F®2rw ps;t'FI .c s�o�r�d� r+0 r Coi i,clent of Expan+Ion(InJin'F)- -. 3 12.10-' Pma¢i. a- t,er...ii chit i Wall <1/8' rpplu ami Vet it I Soffit Standard. Ai:rzted D6-13 29 Sq InJSq Fe (Ne Frac Open Area)Hidden Vent.?40 W ISy.Ft.Center-VientT4-3.24 Sq.InJSq.Ft (16.98 FLII Vent)DS-4.41 S9 inJ+y-R Th, I Allowing far Icutird cLwslflcadon is eaablisw by t;aaerwriter4 Labor4wncs for the product to comperlwn with red oak at 100 anti t„b ,ius-cement boon!ar 0: Fla tr.Spread 25 Ful I Contributed 0 Sn..) Den wtty Dcvcloped ...>500 An „hrtg• it end acccywnc,man„tecturod try Hc,ni,ad have s Claw A Rn ruing ba+oa on A3TM 684 test result. All i:ling.s011lr and WCCSWnC5 niimufaClumd h.Hcarilan0 meet spec'tCcwtains in acconr.nce with ASTM 0-631 and ASTM P10-99 cen ':auoa of a tire endurance ranng of l hour. InVortant:Frac Safety Information-When ngid vinyl tiding is exposed EO 101ficam het er flame,W vinyl will soften,tag,melt.of Nun,orb may thereey expose mrakrlal undo ncath. Cm mu4 be cimiwed when fell ling underlaying material,because tnaay underlaymeac material$are made from 01rgattic rnacerali that at combu,tible.You ShodW c.4s;im the fire propcnim of undctlaytngnt rnatcrlals prior Eo in,rallation. All budding maierrals tnoutd be installed 1'r uccOldwncc with VAC. roc.b,lisle ana federal nuild,ag code and Cue regulau00. All I-;aMm"siding. soffit aria wc-ces,ones etc cunuuercd by die maker rn be sdperior Produce in troth Pafrnrrnurce and weather rtsi Circe.All product are exn4ed flat and formed imatedi.rely wrier cauuwun u)rrnure.uniform product Fie: nand Badding Products,Inc Produce fc.turc a low glow,aatdraf panne fin sh ana am ria painiea. o theie is AO paint m wear or chi idT. All pt idu+s mandficiuxd by Heartland Bwrdina products.Lu:.meet OF cxceca gxn4arat tet b,H.0 D,B.U.C-A.S.B C C 1,I C a 0 ana'1 I standard¢Rel by American Snetery for Testing and Materials(ASTM)as wified in 43679. HPARTL+ND BLALI)ING PRODUCTS.INC www.heAvilandsididg.COM 30t PUV pfacc PO.flow.ARO + noutrcville.Vh'sisappr 7ts82y 062-721f 6261 FAx 662-729.1194 rat Coo.+19-17-90544 FROM :AMERICAN WHOLESALE FAX NO. :904 519 1301 Jul. 21 2003 04:07PH P1 M-21-2001 Q2:03rim From-HEARTLAND CUSTMER SERVICE 682T2g2194 T-tlT® P 001/001 F-T04 Iroduct Specification Sheet An ,ter Polymer and 50hd vinyl 4.ung.Soni'Arid""'0"' mw A cturwi by t'ta+rumil-or Meer f1cm eactu.1-0 rdrll,Yt.- 'i ,,on .,nice nrvc Mr fbilovvir,a "pct•e• GIKI TH''KNR99' �OFFITg S ileo:' .042* MY.e.v.,,'•LY v,,.t•rn.w.. ��y�t� 044 046* t�erri .�C'/'csski .046* `a? o .042' raeVM ..eaMe.W p, F.VAI,R Founw'att or eft".1,wu .USO 044- ijj4u� 8" 046- � I'Twv paFUM � �y SAN 11j1# WrAM 044• uda- 048 ,�1SQUV v� sI " 042 t!P'""f � a444 r"' { 002) 046• SON VW TE,; R>4SULTS: 040 IM :1 s Resistance(ASTM 4220). . . ....... >60 Ne; 111ve Wind Load(ASTM 5206)-------- 55.5 PSP ` SpPtt Ile Gravlty. .. . ..... . 1452 HB,.I ,CYa(puromcter D) - - - . 72f 3 (140" HE LMQ 040 Tet..ile Sttrngtb(P%0 - . . -1 - • 7260 Ilea `_�' 'r�FrY.d, s L1CCT l 061) Mc:+plus of E sucnty w Tcnsiuti(psi) 376.718 ;.� �+,AAAA.,. izo i Impact(ft-lbs.nn.notch).. . . . . . . 32.5 (0 23'C y sa 3.5 4 0'c He I I)eflecti0n7,emperattire 164.17 0 2m psi l"F) •vsllscoc,anarrnawo, -•Ng nv r� Co,,1 lClent of FApatnlon(1nJln'F)- 3 12- 10-' c..,. �PeRi' W i P,oAYerYiN+,,I�IdMVI t•IVOuLI Wa;i .. <I/8" rppe;.Wo,a, vet u 1 Serine 5iattdattl. Acrjted D6•l3 29 Sq InJSq.Ft InJSq.Ft 116.98 Full Vent) (Ne frac Upt n Area)Hiddrn Vetit.7 401n/Sy.Ft. Ccntet-Vent T4-5.24 Sq. nt)D5m4.41 Sq.InJ%4-R Th, (,ik+wing fur hoard cl i>'alficadon is extab)lshed by Underwritrr9 upornOncs tut the product m compat)sun with M4 04 As 100 ad m.b Pius-ucrnent board ill 0: Fla-it:Sprrad 25 Fui I Contributed . - . 0 Sn..).c Dmtltt yr Developed . . . . . . . . . .X500 All uling.soffg and arceisvncs Inanutactural by Hcardand have a Cleo A fin:rating based on ASTM 1584 test 1e9ul9s. All f=ling,40flit and 11CCe5MC5 itlanutaClUrcd by Hcallmd mcct �,pec'ifieattons to accordat+cr with ASTM D-633 and ASTM FItB$8 cen -:atiou of a fire endurance raring of I hour. IIrlpOrtar+t:Flm Sudety lnfomwnon-Whan ngtd vinyl twang ty exposed to.I51115cun hea er flame, tate vinyt Will soften, sag, melt,or burn, and +uay dWe'y exposr 1111"Fild undtaricuth. Cm mu-4 be caett:neJ when sek ting underlaying mmetfala because tttxuy underAymetn MarerWs arc made from arpanic inateuaiS that at combustible.You Should esu.natn the fire prupente-j of wnlctlaytnsnt matcTlals prior To—allatlon- All buildlns materials q'ould be installed m uccOrdtutec with W.1.flute and federal building code and fire regulauouf. rodilcm in th res)i ..,acme.All 1products are extruded fiat and formed mJered=J rte y ancrthe ncjtniwan ut o er to be uerc arunlform Product ��ormauce atib weetGtr lire::npnd Building Products,Inc produch feature o low glor,amoral padna fill+"'anti are nix pa"'ted.�O tlte+e Is rid paint to wear or chi] uff. All i n xluLis munalimurcd by Heartland Nuaddng HrOduets•1-11;.meet a"Gael vtandrrrCs cel by H-U D.ld-t).C.A,S.Fi C %1 ,1 C B d ARQ't I gtandards set by Amene>in Snetety for?eA02 and M111MW%(ASTM)es specified ie D-3679. HEA$rr.-AND 8LrjLD1NG PRODUCTS.INC www.heAttleadsididg.COM Booneville.Mt�s:s�+ 3ts839 662-728-6261 - FAX'662.726-2194 3(M I•AeK Place P-O. Bo"L"a PW Cow*19-17-flO30D Inownp„ MAP SHOWING SURVEY OF IAT 20, BLOCK 1L, ►TLANIIC BEACH Ao .RELCHDID IN PUT BOOK 5o PAGE 69 OF THE CURRENT PUBLIC RECORD,) OF DUVAL ('011M, FLORIDA, I 9- I � I ,-o mo//2-IR"A' I 5O' I J5Er/1Y"/�QO.v ` � 1 112 N�•. O 0 ��/ 1i_ / /z OL 1 nn n Is44 V 5 T R f E T �APPP�u,v`�'J CITY of gUILDINC OF PC I HEREBY CERTIFY THAT I HAVE SURVEYED THE LANDS AS SHOWN IN THE ABOVE CAPTION AND THERE ARE NO ENCROACHMENTS. H. A. DURDEN & ASSOCIATES 928 —7TH AVE. SOUTH JACKSON LLE BEArH. FLA. SIGNED /YILIRG/ 2/ 194 SCALE: ��— 00 REGISTERED SURVEYOR NO. 1671 FLA. .ourHemc moi.suvia enc ORDER NO --- -- a' 22, 3(> y x %X LEST Si,D� "� w�US I � Y3* s5, 1 // NOTICE OF COMMENCEMENT State of FLoa l nA Tax Folio No. County of_ 7)uf1L- To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: Address of property being improved: lc, 6 General description of improvements: -- Owner• F/,g,6J�F S?fy Address: SAJ7?*: Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: Contractor: Address: /e- ;5r-ocw 3z Phone No: /- 7-X7-F' Fax Na e -PO Surety(if any): Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents maybe served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in _- Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY — 9--s-o -3 Signed: �"�-- -f..,,��i((�i((!!�� Date: Before me this G� day of � in the County. of Duval, State of Florida,has persona4 appeared C Notary Public at Large, State of Florida,County of Duval. My commission expires: � Personally Known: �� or Produced Identification: rift-© rl omaM. :Commission CC 865605 Expires Se 1,2003 Bonded Thru �/ ,'�X"„� '� Atlantic Bonding Co.,Inc..