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1500 W Park Ter (vault) n, CITY OF ATLANTIC BEACH 1'J 800 SEMINOLE ROAD s �t .` ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031805 Date 12/21/05 Property Address . . . . . . 1500 W PARK TER Tenant nbr, name . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 7525 Owner Contractor --------- --- ------------ ------------------------ CAMERON, GINA ROMANO ROOFING SERVICES 1500 PARK TERRACE WEST P.O. BOX 33037 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-5649 --------------------------------- ------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 7525 Fee summary Charged Paid Credited Due ----------------- --- ----- - - ---------- - --------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 r PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH cc: D. Ford BUILDING / ZONING DEPARTMENT L.Higgins r 800 Seminole Road oerr Atlantic Beach,Florida 32233 (904)247-5800 (904)2475845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # doll.s Property Address: /,�-D o ? tf ne ! Applicant: D f7/✓O �0 0 Project: D�00 This permit application has been: 12��Approved �K-4�k d th 'n items Cd 12 (CtI T IAi1t�Sc 17-1 I�X� 2,i5.o3+ Please re-submit your application when these items have been completed.' / Reviewed By: �-- Date: 75 ��le Date Contractor Notified: CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION Date: Job Address: RI(Ka=�fc cC.. Owner of Property: N a Q0 Address:�'-=- � Y1(_ �'�rGi `!uC?,5-� Telephone:gUA 247(o- Contractor: State License Number: � � Contractor's Address: Telephone:Ql,CA -ZA(6 - Fax: "l - Scope of Work: lQe -T Deck Slope: reate than 2:12 Less than 2:12 Valuation of work: 5 Product Name(Exampl : Timberl* Manufacturer(Example: � ASTM Designation(s): �A/m — F tt Required Inspections: Sh 'ng and F' al / X Signature of Owner: Date: T Signature of Contractor: Date: AS TO OWNER: Sworn to and subscribed before me this day of State of Florida,County of Duval Notary's Signator ELAINA ROMANO MY COMMISSION #DD357393 ❑ personally known ` .X1'IIzI~S:September z3,Roos ❑ Produced identification Discount Assoc.Co. Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of 6D"j( ,20 0�. State of Florida,County of Duval Notary's Signature: ELAINA ROMANO ❑ Personally known ��/� MY COMMISSION#DD357393 ElProduced identification !;MHZFS:septeffber 23,Roos Type of identification produced 'QC�lV' Fl.Notary Discount Assoc.Co. 1.800.3•NOMTAR7' 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ei.atlantic-beach.fl.us Page 1 Revised 2/21103 FROM :Romano Service FAX NO. :9042461692 Dec. 13 2005 03:09PM P5 Doc M 2005147017,OR 8K 12932 Pap 23%, - Nb. P.O.:1 Fbd S Rrwrded 1211VAN It 06:28 AM, J JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING,$10.00 Pemut nunrtrrr _� Tax Folio ntanber NNOTICE OF COMMaN(;EMENT 5 rxrE OF FLORIDA COUNrY OF DUVAL TFII i UNUFRSIUEA ImW y gives notice that imprav=ent will be made to certain Leal pr operty, and in accoldenoe with QUpOw 713,Florida StstUWS,the folbwing infom►adon!s provided is this Notice ofConuneamment• I. Description ofpnn. rty 2 Gene deactiptiou of inwrovemlente: 3. Own r information: a. �laule a Address b. Interest int property: c. Name and adrl,ess of fee siurple titleholder(other than dwner): 4 Contractor's name and address: - 3S a. Phone nundu r •. b.Fax number. S. Srirt:ty inksination: a. Name and address: b. Phone numhet- c.Fax number: d.Amount of lotxk 6. Lender's name and address: a. Phone uumbcr. _ b.Fax number: __ _~� -_.- _ _ _•__.._ 7. Person within the Statc of Florida designed by owner upon whom notices or otbcr documents maybe served as provided by 7t3.12(1)(a),Florida Statues. . Name and Address: a.Phone number:,_ b•Fax number. 8. In addition to him seti%betsel&owner designates of _ _ to socoive a copy of the Lienor's Notice as provided iv :rection 713.12(]Xb),Florida Statutes. 9. Expitatiou date of Notice of Ccmlmencemlmt (the eicpindion date is one (1) year firm the date of Recording unicss htTerent tto is specifipd),_.— ' Sigoaturc of l�lvncr Sworn W I 'ubBe Mbefollwes _ day of 2U -..�----• Notary: - --------m..., Known pemonally/IU shown: _ CouvAssion expires: "���` "'* 1'f-A1NA ROMANO L+v cnnaustrcm Mualsnm rkPatnc:S�+Ptanbar y�algB . �r1.M,nr,rt Y Mat(L CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 1 SCO �►� tL A 22 Date Heated Square Footage @$ per sq ft= $ Garage/ Shed _ @ $ 10 per sq ft= $ Carport/Porch @$ per sq ft= $ Deck .@$ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ Total Valuation V, $ >r;,o p i Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + '/s Filing Fee $ FLOOD ZONE: ( )Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ t O S WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON .0050 $ SECTION H PAVING( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ ��. FROM :Romano Service FAX NO. :9042461692 Dec. 16 2005 11:49AM P2 FILE No.936 1216 '05 12:20 ID:GULFSIDE FAX:9043879022 PAGE 1 ge nii SPBOIFIi'rAT10N: MAX.WARRANTY DURATION TA- =B2 YR NDL t ONE PLY OF GLASSASETm BASE SHEET, SECTION 07550 ONE PLY OF FLINTLASTICO CTA OR WHITE OR BLACK DIAMOND GTA Mvlin&s:Up to 6'in 12"(inclines 2'to 6"In 12'Sae General RequiremenwNailing Section). FOR USE OVER NAIL"LE DUCKS (FOR LIGHTWEIGHT INSULATING CONCRFTF DECKS,SEE GENERAL 8F-OUIREMENTS SECTION PAFiAGRAPH 3.9) Raofing Mem4rarne. The base ply is installed with approved mecnaniaal fas- teners In the side laps, 9"o.c„and two rows staggered in the center of the sheet, 12" from each edge and 1S' a.c. Leaps shall oer a minimum of?."on sides and 4" an NIe'iobae Doak Fna 1-60` ends. Install base ply to provide and maintain a G" mini- 9l oothiap Pallor 1. '• mum offset between the side laps and end laps mspec- (II Roquimd) 2•t op S9nd pe lively of the base ply and the FLINTLAS70D GTA Field Membrane. Torah apply one ply of FUNTLASTIC0 GTA _ ,N __. 3'!►p°rt(anirt) over the base ply. Laps'shall be a minimum 3" on sides and 6" on ends. All end laps shall be diagonally stag- gored and not less than 3' apart. All side and end caps of each ply shall be straaggerad and offset from preced- 3 Ing plies, Roofing system shall be applied in a continu• 12 site" e'' ous application, End-•i baso 1!IashinS and Curbs. . Over the completed membrane at vertical surfaces, install Baso Flashing consisting of one ply of Flintlasticilb Flin0660c GTA Cap Sheet torch applied to primed conarete or masonry All WeFle~Empire or surfaces.Base flashing shall extend a minimum of 8"up OTA-W-62 FleogIn FR WhNo or Block Di:unond GTA vertical surfaces and 4'out onto flaald membrane.Wood surfaces shall receive one ply of bees sheet extending from top of cant strip to top edge of Sale Flashing prior Z01 itRaORINO SYSTEM to application of Flintlastic@ Cap Sheet. Nail top edge of Bass Flashing 9"a.c. through tin-discs. Sealing the top of the base flashing prior to installation of counter-flash- SunwwrV of MatwMrs per 100 Squaw Feet. ing is recommended. Final Guidsoing. fGLASSMETm Base Sheet(1 ply) 25 lbs. Refer to General Requirements Section for information FLINTLASTICS GTA roll roofing(I ply) on reflective coatings and optional surfacing. (White or Black Diamond CTA-95 lbs) tog Ibs. wafer to Commemlal Roofing Systems GeneralINegairemrrnts Seetlens for Approximate total Weight without d~111ons. General Requlrrements shalt bo opticnpl surfacing 1301158, usaeadd in cerdunothm with,Noo!Systeim *ones. fteclficallaltiasn. Insulation andror recover spoWleadons requirr the Tinted/ration of In anglon of roof aleck and Vertloal surtaaacee,the Rooting approprlaats adadsndb into the matin Contraoter shall furnish and install an approved Cant spooifiCatten. . Strip with a minimum 3"face.. 1,Altarrnate approved CertninTeed Commercial base sheets include: FLEXIGLASTm FLEXIGLASTm FR, ana ALL WEATI 1- U.L. Class 8 ERIEMPIRE,Bass Shoot, Glass A rlquitr a GOaling r Ix-s3 .Dec. 19. 2005 3 29P No. 5174 P. 1/2 904-6�4�0375:PH; : 90.46 .4-0376 FAX 4930 9P INGTARI(RD. JACKSONVILLE, FL 32207 r FAX TO: �� 1 � 5444 S DATE: V NUM$ER OF PAGES ATTRITION: FR6M: kA Al, • . MES�AGE: � f r: con ax�1 r nJ CITY OF ATLANTIC BEACH t 800 SEMINOLE ROAD } ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001130 Date 8/18/08 Property Address . . . . . . 1500 W PARK TER Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --------------------------------------------------------------------------- Application desc REPLACING 1 SHOWER PAN -------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- JENKINS, STEVEN T. JERRY NOLAN PLUMBING INC 1500 PARK TERRACE WEST 3115 HAMPSTED DR ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 -------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/14/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLV IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1 lb P7r�� '� CITY OF ATLANTIC BEACH Q _ .....__ R _ it 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O V OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY ,1.JOB ADDRESS: 2.IS THIS A SUB PERMIT: -" 3.DATE; /_ D 4/- k- �t// 5 13YES PERMIT#: d- 0� z' PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 4 A ------ PLUMBING CONTRACTOR-- ----- PLUMBINGCONTRACTOR:- 7.NAME OMPANY: 8.ADDRESS.: 99 9.STATE OF F�Rr�E®S O 10.CELL PHONE: V Y- L —// 11.FgXONO.: C!/' `�� 12.EMAIL ADDRESS: 13.OFF E PHONE: V 14. YY 7 ar 01( f gC -oar/ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: �— 22 X 18.CURRENT CODE:15.NATURE OF WORK::. r ` ❑ NEW 13'06 FLORIDA BUILDING CODE- D RE-PIPE PLUMBING ❑OTHER: 18r NUMBER OF:FIXTURES: BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN 20,PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = COAG FORM BLDG03:REVISED:1/10/2008 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001164 Date 8/28/08 Property Address . . . . . . 1500 W PARK TER Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1203 ---------------------------------------------------------------------------- Application desc WINDOW REPLACEMENT ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- CECCONI WINDOW WORLD OF JACKSONVILLE 1500 PARK TERRACE WEST 8535 BAYMEADOWS ROAD UNIT 12 ATLANTIC BEACH FL 32233 DBA NATIONAL HOMECRAFT JACKSONVILLE FL 32256 (904) 443-7001 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1203 Expiration Date . . 2/24/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS * Wind borne debris protection may be reqired if more than 25% of the home ' s existing windows are replaced. * ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION-// SolJ +' J ry CITY OF ATLANTIC BEACH ,�3���� 800 Seminole Road,Atlantic Beach FL 32233 • Office: (904)247-5826 • Fax: (904)247-5845 lob Address: 1500 Pac 1S Ter r • l,3. 3 a a 3 3 Permit Number: regal Description a'1 to �U - as .�2��Q �rlit L fi�_ �f 3 �t'3 dGk 3 Valuation of Work(Replacement Cost)S 19 QZ- 0 • Class of Work((Circle one): New Addition Alteration Repair , • Use of existing/proposed structures) Circle one): ommercial L � ■ If an existing structure, is a fire sp � ee er system installed?(Circle one): Yes No • Is approval of homeowner's association or other private entity requir ?(Circle one): Yes L VJ )escribe in detail the type of work to be performed: %-�knrknL,-) c Pn1QGe M 2,��' 'ropertP Owner Information Jame: Geo nar1.e. ce C c.on 1 Address: IS m Ptkr k Tp rro►c a L-A--1- ~ity A*\o, 6 c- (Iteox % State�Zip,3 Q2&&Phone 9 Dom/- Lo 1- 7-15-5 ;ontractor Information: onVt(Lj Janne of Company: r )Ok"9ualifying Agent: ✓ i. address: s z� City State Zip ,�� S�.Z=�� )ffice Phone — -7(z,0 1 Job Site/Contact Number =•1'f 7001 'tate Certification/Registration# C A C. l 1 Office Fax# t-1-1 - 7 77 uvhitect Name&Phone# engineer's Name &Phone# fpplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or istallation has commencedprior to the issuance o�fa ermit and that all workwill be erformed to meet the standards of all �ws regulating construction in thrs�urisdiction. Thispermitbecomes troll and voidwark is notcorrrmenced within six(6� aonths, or}construction ar work is suspended or abandoned for a period of six �6} months at airy time after work �s ommence I understand that separate permits must be secured for Electrical Work, PXumbing, Signs, Wells,Pools, %urnaces, boilers,Seaters, Tanks and Air Conditioners,etc VARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMNffi Y :ESULT IN YOUR PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROF :-:KIY. IF U NTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR ATTORWI Y MFORE RECORDING YOUR NOTICE OF CONIAIENCEMENT. hereby certify that Xhave read and examined this application and know the same to be true and torr c Q 'si o� :tws and ordinances governing this typ e of work will be complied with whether specified herein or n t, ti I a ermit does not presume to give authority to violate or cancel the provisions of any other feder r oc 1 2W egulating construction or the verformance of construction. An Q ignature of Property O%m nor ignature of Contractor: A,,-, sono to Da subscnbed efoCopy worn to and subscribe before mea A4 .Day �E wo Notary Public: � rotary Public: FOR arMn of t o R LEE WEAVER v� A EVISED 03.05.0 aNY caNussoN Ew ra Puo exPaes FEB 10 2009T1 NdtMTt COMMNY -M 09M r� 6'd ui io Hou ie Ma , P For: �IC1A MA(l4i C-CC.(,CYIi Window World of Jacksonville 15� Pat TQ rr o ��� 8110 Cypress Plaza Dr St 405 _ 1a,nie� pa�.FL 3o'la Jacksonville, FL 32256 Phone: (904) 443-7001 Gregory Fite CBC1250321 NOT TO SCALE t � 3 Window Size Window Tyne 1 . WI VAX 1 1 OP50 a . 5 'l$ k 3 . a tla � t� � ao1 L)PFDo Florida Building Code Online Page 1 of 3 MN wA� f BCIS Home Log In Hot Topics ', Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Product Approval 6 44 USER: Public User • Product Approval Menu>PrQclu�1-or_Applicatl2 seardh>ApphCO3ti4n.List>Application Detail re FL# FL1222-R1 Application Type Revision Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Alside Window Company Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 mfernbaugh@alside.com Authorized Signature Marsh Fernbaugh mfernbaugh@alside.com Technical Representative Marsh Fernbaugh Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44281 mfernbaugh@alside.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Referenced Standard and Year(of Standard) Standard Year ANSI/AAMA/NWDA 101 IS-2 1997 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE V XQwtDq vzRNLe5 q 4O V... 8/14/2008 Ylorida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/15/2005 Date Validated 08/05/2005 Date Pending FBC Approval 08/09/2005 Date Approved 08/24/2005 ;Summary of Products FL# Model, Number or Name Description 1222.1 0104 New Construction: 72x48 DP35, 60x60 DP35; 3/16" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: r Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0104:72x48 (3/16 annealed) DP35, Created by Independent Third Party: 60x60 (3/16" annealed) DP35 Evaluation Reports Created by Independent Third Party: 1222.2 0170 New Construction: 72x48 DP55, 60x60 DP50; 1/8"glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: s Other: 0170:72x48 (1/8" annealed) DP55, Created by Independent Third Party: 60x60 (1/8" annealed) DP50 Evaluation Reports Created by Independent Third Party: j 1222.3 110204 Replacement: 96x60 DP30; 3/16" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/ Verified By: 'I Other: 0204:96x60 DP30 (3/16" annealed) Created by Independent Third Party: Evaluation Reports Created by independent Third Party: i 1222.4 0404 Replacement: 96x60 DP30; 3/16" glass j Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0404:96x60 (3/16" annealed) DP30 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1222.5 0704 Replacement: 72x48 DP35, 60x60 DP35; 3/16" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0704:72x48 (3/16" annealed) DP35, Created by Independent Third Party: 60x60 (3/16" annealed) DP35 Evaluation Reports Created by Independent Third Party: 1222.6 0970 Replacement: 72x48 DP50, 60x60 DP50; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date I i Approved for use outside HVHZ: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4O V... 8/14/2008 Florida Building Code Online Page 3 of 3 Impact Resistant: Installation Instructions ' Design Pressure: +/- Verified By: Other: 0970:72x48 (1/8"annealed) DP50, Created by Independent Third Party: 60x60 (1/8" annealed) DP50 Evaluation Reports Created by Independent Third Party: back Next DCA AftLn�rAti0n Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved.Copyright an4_Dis I�mr Product Approval Accepts: Vv9BIyn fid M _ 6acurrd �d�r�SY'�'S veeirv� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4O V... 8/14/2008 Architectural Testing AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT Rendered to: ALSIDE WINDOW COMPANY SERIES/MODEL: 0204/02A4/A204 PRODUCT TYPE: PVC Fixed Window Summa of Results Title Test Specimen#1 Test Specimen#2 Primary Product Designator FW-C35 1905 x 2438 75 x 96 FW-C35 3048 x 1524 120 x 60 Design Pressure ±1680 Pa ±35.11 s +1680 Pa ±35.11 s Operating Force in motion N/A N/A Air Infiltration 0.05 L/s/m2 0.05 L/s/m 0.01 cfm/ft 0.01 cfm/ftz Water Penetration Resistance Test Pressure 330 Pa 6.90 s 330 Pa 6.90 psD Uniform Load Structural Test Pressure +3600 Pa(+75.24) +3600 Pa(+75.24) -2520 Pa -52.66 s -2520 Pa -52.66 pso Forced Entry Resistance Grade 10 Grade 10 Test Completion Date: 03/04/08 Reference must be made to Report No. 81259.02-501-47, dated 03/12/08 for complete test specimen description and data. 1140 Lincoln Avenue Springdale, PA 15144 phone: 724.275-7100 fax: 724-275-7102 Architectural Testing AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT Rendered to: ALSIDE WINDOW COMPANY 3773 State Road Cuyahoga Falls, Ohio 44223 Report No.: 81259.02-501-47 Test Date: 03/04/08 Report Date: 03/12/08 Revision 2: 05/13/08 Expiration Date: 03/04/12 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Associated Materials, Inc. to witness testing on two Series/Model 0204/02A4/A204, PVC fixed windows at Associated Materials, Inc. test facility in Cuyahoga Falls, Ohio. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: FW-C35 1905 x 2438 (75 x 96); Test Specimen #2: FW-C35 3048 x 1524 (120 x 60). Test specimen description and results are reported herein. The samples were provided by the client. Test Specification: The test specimens were evaluated in accordance with AAMA/WDMA/CSA 101/I.S.2/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights. Test Specimen Description: Series/Model: 0204/02A4/A204 Test Specimen 41: FW-C35 1905 x 2438 (75 x 96) Overall Size: 1905 mm(75")wide by 2438 mm(96")high Fixed DLO Size: 1791 mm(70-1/2")wide by 2324 mm(91-1/2")high Overall Area: 4.64 m2 (50 ft2) Installation: The unit was installed into a wood buck constructed of Spruce-Pine-Fir construction lumber and secured through the frame with ten#8 x 64 mm (2-1/2") long screws, one each at top,bottom and approximate 1/3 points of each jamb, and one each at approximate 1/3 points of the head. The unit was sealed with silicone sealant at the exterior and interior perimeter,with the exception of an approximate 100 mm(4") long void at each interior sill corner. 1140 Lincoln Avenue Springdale, PA 15144 phone: 724-275-7100 fax: 724-275-7102 81259.02-501-47 Architectural Testing Page 2of8 Revision 2: 05/13/08 Test Specimen Description: (Continued) Test Specimen#2: FW-C35 3048 x 1524(120 x 60) Overall Size: 3048 mm(120")wide by 1524 mm(60")high Fixed DLO Size: 2934 mm(115-1/2")wide by 1410 mm(55-1/2") high Overall Area: 4.65 m2 (50 ft2) The unit was installed into a wood buck constructed of Spruce-Pine-Fir construction lumber and and bottom of each ' an aea . e um was sea ed with a silicone caulking at the exterior and interior perimeter with the exception of an approximate 100 mm(4") long void at each interior sill corner. The following descriptions apply to all specimens. Finish: All PVC was white. Frame Construction: The PVC frame was of mitered and welded corner construction. Glazing Details: The unit was interior glazed with nominal 21 mm (13/16") thick sealed insulating glass fabricated from two sheets of 6 mm (1/4") thick clear tempered glass and a silicone foam spacer system. The glass was set against a double-sided structural adhesive tape and secured with rigid vinyl glazing beads. Drainage: Descriptio Quantily Location 32 mm(1-1/4")wide by 2 Exterior sill face, two 83 mm 8 mm(5/16") high weepslot (3-1/2") from each end 25 mm(I") wide by 2 Each end of glazing channel 5 mm(3/16")high weepslot Hardware: No hardware was utilized. 81259.02-501-47 Architectural Testing Page 3of8 Revision 2: 05/13/08 Test Results: The temperature during testing was 21'C (70 °F). The results are tabulated as follows: Paragraph Title of Test-Test Method Results Allowed Test Specimen#1: FW-C35 1905 x 2438 (75 x 96) 5.3.2.1 Air Leakage Resistance per ASTM E 283 75 Pa(1.6 psf) 0.05 L/s/m2 1.5 L/s/m2 (0.01 cfm/ft) (0.3 cfm/ft)max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMA/WDMA/CSA 1011I.S.21A440-05 for air leakage resistance. 5.3.3.2 Water Penetration Resistance per ASTM E 547 See Note#2 Note #2: The client opted to start at a pressure higher than the minimum required. Those results are listed under "Optional Performance". 5.3.4.2 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the sill) (Loads were held for 10 seconds) 720 Pa(15.05 psf) (positive) 1.3 mm(0.05") See Note#3 720 Pa(15.05 pso (negative) 1.3 mm (0.05") See Note#3 Note#3: The deflections reported are not limited by AAMA/WDMA/CSA 1011LS.21A440-05 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 5.3.4,3 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the sill) (Loads were held for 10 seconds) 1080 Pa(22.57 psf) (positive) 0.3 mm(0.01") 5.8 mm(0.23")max. 1080 Pa(22.57 psf) (negative) <0.3 mm(<0.01") 5.8 mm(0.23")max. 5.3.5 Forced Entry Resistance per ASTM F 588 Type: D Grade: 10 Disassembly Test No entry No entry Sash/Panel Manipulation Test No entry No entry Lock Hardware Manipulation Test No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 81259.02-501-47 Architectural Testing Page 4of8 Revision 2: 05/13/08 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#1: FW-C35 1905 x 2438 (75 x 96)(Continued) Optional Performance 4.4.2.6 Water Penetration Resistance per ASTM E 547 330 Pa(6.90 psf) No leakage No leakage 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the sill) (Loads were held for 10 seconds) 2400 Pa(50.16 psf) (positive) 4.3 mm(0.17") See Note#2 1680 Pa(35.11 psf) (negative) 2.5 mm(0.10") See Note#2 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the sill) (Loads were held for 10 seconds) 3600 Pa(75.24 psf) (positive) 0.5 mm(0.02") 5.8 mm(0.23")max. 2520 Pa(52.66 psf) (negative) 0.5 mm(0.02") 5.8 mm(0.23")max. Test Specimen#2: FW-C35 3048 x 1524 (120 x 60) 5.3.2.1 Air Leakage Resistance per ASTM E 283 75 Pa(1.6 psf) 0.05 L/s/m2 1.5 L/s/m2 (0.01 arn/ft) (0.3 cfm/ft2)max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMAIWDMA/CSA 1011I.S.2/A440-05 for air leakage resistance. 5.3.3.2 Water Penetration Resistance per ASTM E 547 See Note#2 5.3.4.2 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the sill) (Loads were held for 10 seconds) 720 Pa(15.05 psf)(positive) 3.0 mm(0.12") See Note#3 720 Pa(15.05 psf) (negative) 4.3 mm(0.17") See Note#3 81259.02-501-47 Architectural Testing Page 5of8 Revision 2: 05/13/08 Test Results: (Continued) Para rg anh Title of Test-Test Method Results Allowed Test Specimen #2: FW-C35 3048 x 1524 (120 x 60)(Continued) 5.3.4.3 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the sill) (Loads were held for 10 seconds) 1080 Pa(22.57 psf) (positive) 0.8 mm (0.03") 9.1 mm(0.36")max. 1080 Pa(22.57 pso (negative) 0.5 mm(0.02") 9.1 mm(0.36")max. 5.3.5 Forced Entry Resistance per ASTM F 588 Type: D Grade: 10 Disassembly Test No entry No entry Sash/Panel Manipulation Test No entry No entry Lock Hardware Manipulation Test No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated Optional Performance 4.4.2.6 Water Penetration Resistance per ASTM E 547 330 Pa(6.90 psi) No leakage No leakage 81259.02-501-47 Architectural Testing Page 6of8 Revision 2: 05/13/08 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#2: FW-C35 3048 x 1524 (120 x 60) (Continued) Optional Performance (Continued) 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the sill) (Loads were held for 10 seconds) 2400 Pa(50.16 psf) (positive) 12.4 nun(0.49") See Note#2 1680 Pa(35.11 psf) (negative) 8.6 mm(0.34") See Note#2 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the sill) (Loads were held for 10 seconds) 3600 Pa(75.24 psf) (positive) 2.3 mm (0.09") 9.1 mm(0.36") max. 2520 Pa(52.66 psf) (negative) 2.0 mm(0.08") 9.1 mm(0.36")max. Tape and film were not used to seal against air leakage during structural testing. Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing and are representative of the test specimen reported herein. List of Official Observers: Name Company Marsh Fernbaugh Associated Materials, Inc. Rob Cutlip Associated Materials, Inc. Joe Allison Architectural Testing, Inc. 81259.02-501-47 Architectural Testing Page 7of8 Revision 2: 05/13/08 Detailed drawings, data sheets, representative samples of test specimens, a copy of this report,or other pertinent project documentation will be retained by Architectural Testing, Inc. for a period of four years from the original test date. At the end of this retention period, such materials shall be discarded without notice and the service life of this report will expire. Results obtained are tested values and were secured by using the designated test methods. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen can be made. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimen(s)tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING,INC. VAM41--9- bbyr. c34 orp. Joseph E. Allison Lynn George Senior Technician Director—Regional Operations JEA:sld Attachments(pages): This report is complete only when all attachments listed are included. Appendix-A: Alteration Addendum(1) Appendix-B: Drawings(4) Florida Building Code Online Page 1 of 3 a, BCIS Home Log In Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User PySfuptAooroval Menu>Pr u t or Ri Qn_$g�rEh>Applic�tiQn_List>Application Detail �• .., ,�' ';', FL # FL1089-R1 Application Type Revision Code Version 2004 Application Status Approved Comments Archived ' i Product Manufacturer Alside Window Company Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 mfernbaugh@alside.com Authorized Signature Marsh Fernbaugh mfernbaugh@alside.com Technical Representative Marsh Fernbaugh Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44281 mfernbaugh@alside.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Referenced Standard and Year(of Standard) Standard Year ANSI/AAMA/NWDA 101 IS-2 1997 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtwudLxnkwGm... 8/14/2008 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/14/2005 Date Validated 08/05/2005 Date Pending FBC Approval 08/09/2005 Date Approved 08/24/2005 ........ _ .............. ....................................... ._..__. .__... _ _ . .. ......... _. __...._. Summary of Products FL# Model, Number or Name Description 1089.1 0201 Replacement: 4808 DP30, 44x77 DP35, 44x60 DP45, 36x72 DP55; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0201:48x78 (1/8" annealed) DP30, Created by Independent Third Party: 44x77 (1/8" annealed) DP35, 44x60 (1/8" Evaluation Reports annealed)DP45, 3602 (1/8" annealed) DP55 Created by Independent Third Party: 1089.2 0301 New Construction: 4807 DP25,4407 DP30, j 44x60 DP35, 3602 DP50; 3/32" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0301:4807 (3/32" annealed) DP25, Created by Independent Third Party: 4407 (3/32" annealed) DP30, 44x60 (3/32" Evaluation Reports annealed)DP35, 3602 (3/32" annealed) DP50 Created by Independent Third Party: 1089.3 0401 Replacement: 4808 DP25, 4407 DP30, 44x60 DP40, 3602 DP35; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0401:4808 DP25 (1/8" annealed), Created by Independent Third Party: 4407 (1/8" annealed) DP30, 44x60 (1/8" Evaluation Reports annealed)DP40, 36x72 (1/8" annealed) DP35 Created by Independent Third Party: 1089.4 7]0501 Replacement: 52x84 DP25, 4407 DP40, 44x60 DP45, 3602 DP45, 36x60 DP60; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0501:52x84 (1/8" annealed) DP25, Created by Independent Third Party: 4407 (1/8" annealed) DP40, 44x60 (1/8" Evaluation Reports annealed)DP45, 3602 (1/8" annealed) DP45, Created by Independent Third Party: 36x60 (1/8" annealed) DP60 1089.5 0501 Replacement: 52x61 DP35; 1/8" glass,3 cam locks/keepers,"DP" tilt latch w/"H Key" Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0501:52x61 "C" package (1/8" annealed) Created by Independent Third Party: DP35 Evaluation Reports Created by Independent Third Party: 1089.6 8001 Replacement: 4407 DP30, 44x60 DP40, 3602 DP40; 3/32" glass http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE V XQwtDq twudLxnkwGm... 8/14/2008 Florida Building Code Online Page 3 of 3 Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 8001:44x77 DP30,44x60 DP40,36x72 Created by Independent Third Party: j DP40 Evaluation Reports Created by Independent Third Party: 1089.7 9001 Replacement: 44x77 DP35, 44x60 DP50, 36x72 11 DP50, 36x60 DP65; 3/32" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 9001:44x77 DP35,44x60 DP50,36x72 Created by Independent Third Party: DP50,36x60 DP65 Evaluation Reports Created by Independent Third Party: Back Next DCA Admini5tr�Wn Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved.Cgpyrigh_and Disclaimer Product Approval Accepts: 95 FI-01 Ed aaowP.a �sP,t VB R�PY� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgtwudLxnkwGm... 8/14/2008 - Architectural Testing AAMA/WDMA/CSA TEST REPORT Rendered to: ALSIDE WINDOW COMPANY SERIES/MODEL: 0201/A201 PRODUCT TYPE: PVC Double Hung Window Summary of Results Title Test Specimen#1 Test Specimen#2 Test Specimen#3 Primary Product Designator H-LC25 1118 x 1956 H-LC45 1118 x 1524* H-LC55 914 x 1524* (44 77 44x60* 36x60* Design Pressure* 1200 Pa 25.0 s 2160 Pa 45.0 s 2640 Pa 55.0 s Negative Design Pressure* 1200 Pa 25.0 s 2160 Pa 45.0 s 2640 Pa 55.0 s Operating Force in motion 89 N 201b N/A N/A Air Infiltration 1.1 L/s/m 0.21 cfm/ft') N/A N/A Water Penetration Resistance Test Pressure 440 Pa 9.0 s N/A N/A Uniform Load Structural Test Pressure ±1800 Pa ±37.5 s ±3240 Pa ±67.5 s ±3960 Pa ±82.5 s Forced Entry Resistance Grade 10 N/A N/A *-Optional Secondary Designators Test Completion Date: 01/27/06 Reference must be made to Report No. 62609.02-501-47, dated 02/14/06 for complete test specimen description and data. 1140 Lincoln Avenue Springdale, PA 15144 phone: 724-275-7100 fax: 724-275-7102 4 Architectural Testing AAMA/WDMA/CSA TEST REPORT Rendered to: ALSIDE WINDOW COMPANY 3773 State Road Cuyahoga Falls, Ohio 44223 Report No.: 62609.02-501-47 Test Dates: 01/25/06 Through: 01/27/06 Report Date: 02/14/06 Revision 1: 05/07/08 Expiration Date: 01/27/10 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Associated Materials, Inc. to perform tests on three Series/Model 0201/A201, PVC double hung windows at their facility located in Cuyahoga Falls, Ohio. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H-LC25 1118 x 1956 (44 x 77); Test Specimen#2: H-LC45 1118 x 1524* (44 x 60*); Test Specimen #3: H-LC55 914 x 1524* (36 x 60*). Test specimen description and results are reported herein. General Note: An asterisk (*) next to the performance grade indicates that the size tested for optional performance was smaller than the Gateway test size for the product type and class. Test Specifications: The test specimens were evaluated in accordance with the following: ANSI/AAMA/NWWDA 10l/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. AAMA/WDMA/CSA 101/I.S.2/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights. Test Specimen Description: S eries/Model: 0201/A201 Product Type: Poly Vinyl Chloride (PVC) Double Hung Window Test Specimen#1: H-LC25 1118 x 1956 (44 x 77) Overall Size: 1118 nun(44")wide by 1956 mm(77")high Top Sash Size: 1035 mm(40-3/4")wide by 940 mm(37") high Bottom Sash Size: 1060 mm(41-3/4")wide by 965 mm (38")high Screen Size: 1019 mm(40-1/8")wide by 965 mm(38") high Overall Area: 2.19 m2 (23.5 fl') 1140 Lincoln Avenue Springdale, PA 1 51 44 phone: 724-275-7100 fax: 724-275-7102 62609.02-501-47 Architectural Testing Page 2 of 10 Revision 1: Revision 1: 05/07/08 Test Specimen Description: (Continued) Test Specimen#2: H-LC45 1118 x 1524* (44 x 60*) Overall Size: 1118 mm(44")wide by 1524 mm(60")high Top Sash Size: 1035 mm (40-3/4")wide by 721 mm(28-3/8")high Bottom Sash Size: 1060 mm(41-3/4")wide by 748 mm(29-7/16")high Overall Area: 1.70 m2(18.3 fl') Test Specimen #3: H-LC55 914 x 1524* (36 x 60*) Overall Size: 914 mm(36")wide by 1524 mm(60")high Top Sash Size: 832 mm(32-3/4")wide by 721 mm(28-3/8")high Bottom Sash Size: 857 mm(33-3/4")wide by 748 mm(29-7/16") high Overall Area: 1.39 m2 (15.0 ft) The following descriptions apply to all specimens. Finish: All PVC was white. Glazing Details: The sash were exterior glazed with nominal 21 mm (13/16") thick, sealed insulating glass fabricated from two sheets of 3.0 mm(1/8") clear annealed glass a U-shaped steel spacer system embedded in sealant, single sealed. The insulating glass was set against a double-sided adhesive tape and secured with rigid vinyl glazing beads. Frame Construction: The PVC frame was constructed using mitered and welded corner construction. A snap-in PVC adapter was applied to the head. Sash Construction: The PVC sash were assembled utilizing mitered and welded corner construction. Screen Construction: The screen was constructed with extruded aluminum. The corners were miter cut and secured using plastic corner keys. The fiberglass mesh screen cloth was held-in-place with a flexible vinyl spline. 62609.02-501-47 Architectural Testing Page 3 of 10 Revision 1: Revision 1: 05/07/08 Test Specimen Description: (Continued) Weatherstripping: Desc!:iptio Quantily Location 4.7 mm(0.187")backed by 1 Row Head insert, sill, lock rail 6.6 mm(0.260")high pile with center fin 4.7 mm(0.187')backed by 1 Row Exterior meeting rail (exterior), 8.9 mm(0.350")high pile top rail with center fin 4.7 nun(0.187')backed by 2 Rows Sash stiles 8.9 mm(0.350")high pile with center fin 4.7 mm(0.187")backed by 1 Row Exterior meeting rail (interior) 14.0 mm(0.550")high vinyl jacket/foam filled bulb 4.7 mm(0.187')backed by 1 Row Bottom rail 10.2 mm(0.400") diameter, offset vinyl jacket/foam filled bulb 25.4 mm(1.0")by 12.7 mm(1/2") 4 Meeting rails, one at each end by 6.4 mm(0.250")high adhesive backed pile pad Hardware: Description Ouantit Location Metal button cam lock 1 Lock rail at mid-span,with mating and keeper keeper at exterior meeting rail (Test Specimen#1) Metal button cam lock 2 Lock rail, 216 mm (8-1/2") in from and keeper each end, mating keepers at exterior meeting rail(Test Specimen#2 &#3) Plastic tilt latch 4 Top corner of sash Metal pivot bar 4 Bottom corner of sash Constant force balance 4 One per jamb system with locking tilt shoes 62609.02-501-47 Architectural Testing Page 4of10 Revision 1: Revision 1: 05/07/08 Test Specimen Description: (Continued) Drainage: Descriptio Quantity Location 22 mm(7/8") wide by 2 Exterior face of sill, one at 4.7 mm(3/16")high weepslot each end (with flap) 32 mm(1-1/4")wide by 2 Sill/jamb intersection, one at each 12.7 mm(1/2") deep weepslot end 25 mm(P)wide by 2 Intermediate sill wall, one at 4.7 mm(3/16") high weepslot each end 19.0 mm(3/4")wide by 2 Sill screen track,one at 4.7 mm(3/16") deep weepslot each end 9.5 mm (3/8")wide by 4 Bottom sash rail and exterior 3.2 mm(1/8") deep weepslot meeting rail, one at each end Reinforcement: The lock rail contained a custom shaped, formed steel reinforcement measuring 22.2 mm by 11.7 mm by 1.2 mm (0.875" by 0.461" by 0.047"), reference Drawing No. UY0095. The keeper rail and bottom rail contained a custom shaped, formed steel reinforcement measuring 11.7 mm by 12.0 mm by 1.5 mm (0.875" by 0.473" by 0.059"),reference Drawing No. UY0094. The unit was installed in a wood buck constructed of Spruce-Pine-Fir construction lumber and secure through the jambs to the buck using JgM& g§-x-64-i= 24/2" lont t e toD 1Wd bottom of each iamb. The exterior and interior perimeter was sealed with a silicone sealant, with the exception of an approximate 102 mm (4") long void at each interior sill corner. A nominal 5 mm (3/16") gap was maintained at the perimeter between the buck and window frame. 62609.02-501-47 Architectural Testing Page 5 of 10 Revision 1: Revision 1: 05/07/08 Test Results: The results are tabulated as follows: Paragraph Title of Test- Test Method Results Allowed Test Specimen#1: H-LC25 1118 x 1956 (44 x 77) 2.2.1.6.1 Operating Force 5.3.1.1 Bottom Sash _Qpen Breakaway 67 N(15 lbs) 230 N(50 lbs) Maintain motion 89 N(20 lbs) 155 N(35 lbs) Close Breakaway 36 N(8 lbs) 230 N(50 lbs) Maintain motion 45 N(10 lbs) 155 N(35 lbs) Top Sash Open Breakaway 27 N(6 lbs) 230 N(50 lbs) Maintain motion 89 N(20 lbs) 155 N(35 lbs) Close Breakaway 53 N(12 lbs) 230 N(50 lbs) Maintain motion 80 N(18 lbs) 155 N(35 lbs) Lock Open 5 N(1 lb) 100 N(22.5 lbs) Close 5 N(1 lb) 100 N(22.5 lbs) Latches Open 5 N(1 lb) 100 N(22.5 lbs) 2.1.2 Air Leakage Resistance per ASTM E 283 (See Note#1) 5.3.2 75 Pa(1.57 psf, 25 mph) 1.1 L/s/m2 1.5 L/s/m2 (0.21 cfm/ft2) (0.30 cfin/ft2)max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in ANSI/AAMA/NWWDA 1011I.S.2-97, 1011I.S.21NAFS-02, AAMAIWDMA/CSA 1011I.S. 2/A440-05 for air infiltration. 62609.02-501-47 Architectural Testing Page 6of10 Revision 1: Revision 1: 05/07/08 Test Results: (Continued) Para=ph Title of Test- Test Method Results Allowed Test Specimen#1: H-LC25 1118 x 1956 (44 x 77) (Continued) 2.1.3 Water Resistance per ASTM E 547 5.3.3 (with and without screen) 180 Pa(3.75 psi) No leakage No leakage 2.1.4.1 Uniform Load Deflection per ASTM E 330 5.3.4.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 1200 Pa(25.0 psf) (positive) 6.9 mm(0.27") See Note#2 1200 Pa(25.0 psf) (negative) 9.1 mm(0.36") See Note#2 Note#2: The deflections reported are not limited by AAMA/WDMA/CSA 101/I.S.2/A440-05 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 2.1.4.2 Uniform Load Structural per ASTM E 330 5.3.4.3 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1800 Pa(37.5 psf) (positive) 0.5 mm(0.02") 4.1 mm(0.16")max. 1800 Pa(37.5 psf) (negative) 0.3 mm(0.01") 4.1 mm(0.16")max. 2.1.8 Forced Entry Resistance per ASTM F 588 5.3.5 Type: A Grade: 10 Hand Tool Manipulation No entry No entry Tests Al through A7 No entry No entry Hand Tool Manipulation No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 62609.02-501-47 Architectural Testing Pagel of 10 Revision 1: Revision 1: 05/07/08 Test Results: (Continued) Para�ranh Title of Test-Test Method Results Allowed Test Specimen#l: H-LC25 1118 x 1956(44 x 77) (Continued) 2.2.1.6.2 Deglazing Test per ASTM E 987 5.3.6.3 Top Sash In operating direction- 320 N(70 lbs) Meeting rail 1.5 mm (0.06") 11.43 mm(0.45") Top rail 1.5 mm(0.06") 11.43 mm(0.45") In remaining direction-230 N(50 lbs) Left stile 0.8 mm(0.03") 11.43 mm(0.45") Right stile 0.8 mm(0.03") 11.43 mm(0.45") Bottom Sash In operating direction- 320 N (70 lbs) Meeting rail 1.5 mm(0.06") 11.43 mm(0.45") Bottom rail 1.5 mm(0.06") 11.43 mm(0.45") In remaining direction-230 N(50 lbs) Left stile 0.8 mm(0.03") 11.43 mm(0.45") Right stile 0.8 mm(0.03") 11.43 mm(0.45") Optional Performance 4.3 Water Resistance per ASTM E 547 4.4.3.4 (with and without screen) 440 Pa(9.0 psf) No leakage No leakage 62609.02-501-47 Architectural Testing Page 8 of 10 Revision 1: Revision 1: 05/07/08 Test Results: (Continued) Para& anh Title of Test- Test Method Results Allowed Test Specimen#2: H-LC45 1118 x 1524* (44 x 60*) Optional Performance 4.4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 2160 Pa(45.0 psf) (positive) 10.7 mm(0.42") See Note #2 2160 Pa(45.0 psf) (negative) 14.7 mm(0.58") See Note #2 4.4.2 Uniform Load Structural per ASTM E 330 4.4.3.2 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3240 Pa(67.5 psf) (positive) 0.3 mm(0.01") 4.1 mm(0.16")max. 3240 Pa(67.5 psf) (negative) 1.5 mm(0.06") 4.1 mm(0.16")max. Test Specimen#3: H-LC55 914 x 1524* (36 x 60*) Optional Performance 4.4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 2640 Pa(55.0 psf) (positive) 9.1 mm(0.36") See Note 42 2640 Pa(55.0 psf) (negative) 7.6 mm(0.30") See Note#2 4.4.2 Uniform Load Structural per ASTM E 330 4.4.3.2 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3960 Pa(82.5 pso (positive) 1.5 mm(0.06") 3.3 mm(0.13")max. 3960 Pa(82.5 psf) (negative) 0.3 mm(0.01") 3.3 mm(0.13")max. 62609.02-501-47 Architectural Testing Page 9of10 Revision 1: Revision 1: 05/07/08 Drawing Reference: The test specimen drawings have been reviewed by ATI and match the test specimen reported herein. 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 the approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC. Digih9yby:Lynn George DIVUy signed by:Michael L.MacM th Lynn George Michael L. Mackereth Project Manager Director- Operations LG:jld/sld Attachments(pages): Appendix-A: Alteration Addendum(1) Appendix-B: Drawings(13) , CITY OF ATLANTIC BEACH r f 800`SEAHNOLE ROAD ATLANTIC BEACH;FL 32233 INSPECTION PHONE LINE 247-5825 Application Number . . . . . 06-00034537 Date 1/05/07 Property Address . . . . . . 1500 W PARK TER Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 hu 1 ahu ---------------------------------------------------------------------------- Owner Contractor LES 'S HEATING & AIR 25 HAWORTH AVENUE JACKSONVILLE FL 32216 (904) 724-2412 ---------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . 87. 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/04/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 .00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WrfH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Jan 04 07"09:25a p.1 Les'Heating&Air Ofi'iee#724-2412 :25 Haworth Ave. Fax: #724-4108 :lacksonville,FL 322`6 RM0039671 facsimile Ira r smift& TV- /7iC�w���G. ��! Fac: Rte: atYllf/'� -- Pa9os: CC: ❑Uegent ❑For Revs by ❑Pkmo Cammmtt ❑Pkmm PA%* ❑F k�Reayek Moom �s� w.s ,�,��•i 1 F' l��v. �l`.�-�:tcd��S Arte o�s - Pea- J6A IPA- im-tl� -- 9e�-72-4 WW1 i LIST ALL PMURMENr r+ t T AIR COMnyomG.WCwG=A'RMZQt/Q'Fdraar i<om EN;Mls APP'— Nuubw Ute 1]itwip8on Ma td I DQm►iatwr Sm's Ap-y 2. laNadptlm All 1314c>a rK i4:oaiaors. Mrs AS"" 2t . ;..1 aL TAM �.-�� saw Ayprow` K x3 N Rr. Caoi i eRed r U6tatkorer Na T� arm BN.Seulaota Raid*.A wide llock Flgrlda 323335145 4V Pbene:(984)]47-5800•Sax (941) :474M• 6ttp:4v ww.d atlabtle-bac6.0.m P.1 Jan 05"07 08:50a .,CITY (?I AT ACH MXCHANICAl: 11 ` AP 'LIGATION .. Date: /— ? Property Address: MOM LIQ Owner: AA''L/,i'%�:i.. :Telephone#: '1 Contractor . so i'>y��s� 0Zs „rt r -Tdepbone#s y.2 V?= Contractor Address: Fax' #: 7.2 y. d S L a at permit pva >tL.txork at d ie �d 1i tba stere Am eK we bstsby&VON pesfoem,aid wade in aecordaao� .with tin attaebd prom and spralBeatioav wLiob an i pu I.M:fie::d in wWumnCky oL Adatatia ilwdt oed'aistwea and s+tandetda of Type 0malin;Forel: .�. '! InAff aomton,twm Ji being dope on*b building Eletxric or site~Wt dobWldlag permit dumber . [ins: Ll' ,,,,1•iatutal: lContr l v my 0 •.Oil D MECHANICAL BQ DT3i•mzra TO B$IIsi. CAI.L.1i D: -j. y'. ,KATUM OF WORK . Hoar _Space _:.Recessed ..,�i�C iIm . _Awl, r Rmida>Kid Fl. Air Conditionip& Room 0 Duct System:' Maneiisl Tlt ftc st r fl Ms�iacum capacity. cfad�, O .Re�igexfttian -:k A` :.New Bw'ldiag . D Cooling'dower.Cspeacity _,..Spoor o Fire Sp W de m Ntaabw adHaads - _ t2 o EbvatWr:` 'MaaliB- • - Eacelator- _„I 54), oGasolinePumpsO T�1cs __i Nt ` D:. .Naw InsxalititiasL O LPG Comtamars ...._..IN= .{Nn system ptwvitxtsiy lr> ed) O Unfired Prassutre Vesatl - :0 `P.xteatioo or Add-an to Padstmg System o "lara• •0 Gas Piping i U Odter-Specify 0 Other--80"if7 �._._,........._ LIST ALL 12UIPMENT ..._.. Alit CoIYmfnomG�itLXRIGZitATIONZQiJlmKNrtcl3mulvmv . �lpiprovias NotabxUaile Deaaipdon Mo lett �fnuiipsuar Tea's Apeaey i li$ATING—BMACZS,i>O P4WLACZS4R-AU!QJ NDLi nS Number Units DNoiipfbn 'Mn;d II ` mumsmamw. BTU's AVM JE LZ TAN" Sitbil tea: How Wmv' &Dinmom Caata sled y lltsau No. Alm Soo Semiaol!Ras d'.+A.ttat,ttk]lr�cb,>lhorlor..31233445 Pbetttea t9o4)349»5800,•X= 90 ,;17-SfWIS.. bttp9Avw� cLatts�o-baadt.n.na CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 [ON-,, Permit Permit Number: 19065 Address: 1500 PARK TERRACE WEST Permit Type: FOUNDATION ONLY ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: DUPLEX Lot(s):3 Block: 3 Section: Square Feet: Subdivision: SELVA MARINA Est. Value: I Parcel Number: Improv. Cost: 650.00 - `OW[ EiI1RN � . Date Issued: 11/02/1999 Name: CECCONI, GINA Total Fees: 25.00 Address: 1500 PARK TERRACE WEST Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 11/02/1999 Phone: (000)000-0000 Work Desc: REMOVE AND REPLACE EXISTING FOUNDATION w, E HERBENICK'S CONTRACTING INC. PERMIT Y 25.00 I I NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. $25.0014 Date: 11/02/99 01 Receipt: 0007961 ATLANTIC BEA H BUILD EPT. 00100003221000 2680 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING,DEMOLITIONS Owners) `' �� C�rCL©(UA,` Job Address: yo PAA crcc,rryj Phone: 2-yl-5 ZD Lot # ?7 Block or Unit #' Subdivision: 'Ge Wr% Contractor: �ie �c�lClrs ,< <�/��jState License # � Address: -j-,te: e),& 2 A Phone No:- �/&, 120 -7 City J!jLW & /ice State F-C,, Zip Code Describe work to be done: EMa✓4:_ ,/ '� '— 6�'§ZL ' LA IL -` ou /OOVI/ Present use of building: 4�t^4� Valuation of Proposed Construction: f/.S`® Proposed use: itL L Is this an addition?_ If yes, what are the dimensions of the added space: `-- ft. X '�� ft. Will the added area be heated and cooled? New electrical (or increase) ? i New plumbing fixtures? '- New fireplace? I New Heat/AC? SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFI IT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTO : Date: AS TO OWN�Z4 CAII D.a ASE Sworn tQ�a G subscxabectf4lb t ' 'c this I <9"D day of Abvenimo 19 9&r-7 THC Ess,- RY P LIC AS TO CONTRACTOR: Sworn to and subscribed before me this ' da of Ca"F n-)&gam CC 603650 Y P IC ,,A,2000 6 jai.a i Of F�-�`� A7l.t�N7k t:;0i ,l:,�CO.,INC. Od Q 4 pEPARTMENT DF BUIL:DI"O CITY OF ATLANTIC BEACH OCAr ION PE1 hI IN 't i A "I }BAdd>r� , ,i 106, PARK TE R, ST gait mum Ir i 4�►94 ATL.:ARTIt BEACH, FLORIDA; 32233 crit 3`y letTICi� ------ !ESCIPTIN , ...:. ��_. of; Wa .. s A ►V7'T' d t L �1;cacic m`_ Lot: Sect ion% rtr: Ty + : iib `HAME : TcniP s, RNA s ei ro pe d " U `AB2LY Subdivi.0 s tf: tar*91mi x root s ,�� l �;C +a�s 0lu I*tpr�v. " li��sst; .. 'Tota s a i ►:"5Ct ©a#: tttl Amount t9i rk . ., A MCAT FEE —� w MA'TTDH. i+ . t . MIT t e '. :WATER `IMPACT `IEE a�Ct. ►' ,,. ► EiE eryry+r�} { .CSC A H `LaDOF HI UA 22 40 Ph 0'1 IffOlt"ATION ---- Ate : AS ; ��ANY OF' �AX C.C dress: �, A UST t CHER # �; ,,... 0 -�8t 30 HYt}RAULIG SHA + > s E C `IYP i I C}, C BI~C, B IMPACT FEE O f OUR �C. } 'gas Yt` 4 r � NOT1C —ALL CONCRETE ff�s*0 AND FoQTiNGS 11AL1S'T BE`1NST+SCT�tT�i 0 g.�►®u 1NG f. PERMIT VOID SIX MONTHS AFTER t)ATE OFAS$;, UILOING MATERIAL,RUBSISH AND,DE0AIS FROM THIS WORK MUST NOT B1 PLACED,IN PUBLIC SPACE,AND MUST SE IEAR.ED UP AID HAULED AWAY BY EIT. ER CONTRACTOR OR OWNER.' `FA LlIR TC) CC 1 Pt�.Y WITH 7H MECNA lCS' Lit I # CA 1 RESE IN HE PROI it ' E l�ll�lt�+ T"1HI E F Bp i t r I$SIiED ACCO 1NG TO AP,.PRQVED PLANS'WHICH ARE PART QF THiS PBRMiT AN» SUBJ REVOCATI M MOR iCk.ATiQN O1~ ;PPLICABLiw,PR4ViS1ONfi Of LAW. 4 a b' �. r ALANTIC BEAC BUILDING DEPARTMENT .CITY OF ATLANTIC BEACH, FLORIDA ,►pp.owsa► APPLICATION FOR RKTRICAI J�MMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-.. IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS. WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FI M• ,-eec NAME..-y� JADDRESS: Such ��� ;�r��ce. .� RFD SOX BLDG.SIZE BETWEEN: RES.( 1 APT.( 1 COMM.11 PUBLIC.1 1 INOUS.1 1 NEW 1 ! OLD 1 1 REW.11 ADDITION 1 I TRAILER( i Tue.1 1 SIGNS ( I SO.FT. • SERVICE: NEW 1 1 INCREASE 1 1 REPAIR( 1 FEE CONDUCTOR SIZE AMPS COPPER I ALUM. MNH O EXIST.SERV.S12A a�`� AMPS PH W 'VOL �E' RACEWAY FEEDERS NO. SIZE 1"0. SIZE NO. SIZE LIGHTING OUTLETS CONC EALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•i0 AMh. I it•t00 AMM. SWITCHES INCANDESCENT 'S FLUORESCENT St M.V. FIXnc Q.s"AMPS. I ovag APPLIANCES i I I I SELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 M.P. VOLTAGE PNS MISCEL ANEOUS TRANSFORMER& UNDER 800 V. OVER 600 V. A NO. KVA 111"0. IKVA--- NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH LAS"EFl EACH-SIGN- FORWARDED ACHSIGNFORWARDED _ s TOTAL FEES CITY OF Office of Building Official 0 REQUEST FOR INSPECTION �J Date .2.1,k/ I t Permit No. Time , A_.w. Received /Z• `f s �� District No. /jV0 l�krle T<r2sz� ce t',Cl� Job Address Locality Owner's Name Contractor —5,.t, 4,5--e— BUILDING ,r--C.BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ ��;r�'Q Pre Fab READY FOR INSPECTION ���.•-� Mon. Tues. Wed. Thurs. r t C / A.M. Inspection Made / P.M. Inspector Final Inspection❑ Certificate of Occupancy �/,GJ t� Date r+ /tn c L Gl a �,�W-57( CITY OF ; Office of Building Official REQUEST FOR INSPECTION sy/ Date �J's � Permit No. Time Received �J District No. I �"R:M. Job Address Localit Own 's / N Contractor erDINE G CONCRETETRICAL PLUMBING MECHANICAL Framing , Footing ❑ o ❑ Air.Cond.8 ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating / Fire Piece ❑ Lintel ❑ ;, .;,,IPre Fab READY FOR INSPECTION (� Mon. Tues. Wed. Thurs. Friday ~ A.M. inspection Made P.M. Inspector Final inspection❑ Certificate of Occupancy Date CITY OF 4&44d c Be444-0;kW4-& Office of Building Official REQUEST FOR INSPECTION !�/- 9 Date `� �- ---M,- Permit No. + 0 " Time ( A.M. Received �y CJ --'� District No, Job Address 4mality Owner's / Name Gs LLL BUILDING CONCRETE ELECTRICAL ~ PLUMBING MECHANICAL Framing ❑ Footing ❑ mng ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Piece ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Th Friday P.M. Inspection Made / ' A.M. P.M. Inspector Final Inspection t]/ Certificate of Occupancy ,CSU v'O Date CITY OF 4&4a4C B"C-4- Office of Building Official REQUEST FOR INSPECTION Date ?" /6 - Permit No. Time A.M. Received P.M. District No. /-tea A-,<1kF Job Address Lo allty t Owner's 91k jr, ( ` Name Contractor _ BUILDING CONCRETE ELECTRICAL PLUMSIN MECHANICAL Framing ❑ Footing 13Rough Wiring ❑ RougTi Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab FOR INSPECTION A.M. Mon. Tues. Wed. /� Thurs. Friday P.M. A.M. Inspection Made P.M. rt Inspector Final Inspection❑ Certificate of Occupancy Date 1 , 001558 DEPARTMENT OF BUILDING J CITY OF ATLANTIC BEACH ` PERMIT :xtdFOR.tfATxo9 , . 'AT ON INFORMATION F 1t Number 1'15' N Addx a3 1 1"ARK TERRACE WEST Y, jrwlt pa� t 131 ILI) N A►TL.AU'rlC 89*CH, FLORIDA 32233 C . far#z ADDITION ---- IAbAL. DESCRIPTION tr. TYF4t C.HAIHL;IUlK Lot 3 soot: ons I;T 1 posed U x sladL.E PA"rLY page-. 0 . Iry lingml_ �,.o code1, $u6di,4ision ` tLYA !MARINA cot moto's mtalueI LO'75 00 :_ r�. „OWNER INFORMATION aIloprov. Cast% 00. 00 Movie-* STEVVU JEN-KIUS Tote r *O. OA Address t I PARK TERRACE WEST a� "' a" 00'.O AT C SE-ACO, FLORIDA Phon t I'246;-154?: au FILE PER ,PLANS PR k PEI I< *0. 60 �C WATER IMPACT PCE *0. A2 f � Blit II1 • fit , ✓xa rt 0' r„v 5 , RADON IFAS ­St 0. 00 � WATER TAP $0. 00 SEWER ;4 MV, a "YDRALIL.iC” BNAJIItE , OCt RE_ N PECT BCS.+DO � E�IOINERI� �1� �}} a' '� '" '„ Sxi.a.,' r%�,'"a"ewm ' kr " ,, NOTE V' }i 4� NOTICE—TALL CONCRETE FORMS aND,FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT:VOID SiX MONTHS AFTER GATE OF ISSUE BUI DING MATERIAi�,RUBBISH AND DESRIS.FROM THIS WORD MUST NOT BE,PLAGED IN PUBLIC SPACE,AND MUST BE CLE` RED UP AND H ULED.AWAY BY EITHER CONTRACTOR OR OWNER. ` "F 1LURE TO COM PL-TWIT N THE NtECHANtCS' 'LE,N LAW CAN RESULT'1'N T PRQPE TYOWNEWPAYINGTWItE FOR,BU1LbIzN GlIVIPROVEMENTS.135 Aq OAS ISSD ,�CCORDIN TO APPROVED PIANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VI®,. ,TION OF APPL ABLE PRt�UiStONS QF LAW, ATLA TIC ACF BUI [ IDERARTME T B` xal APPLICATION FOR FENCE PERMIT Ownersname s =V /t1 �. ___ hone / 'f GJ_ ___________ ___p _4.tLL Z Job address _ Lot__ 3-----block and/or unit, #___z_ subdivision_ �.�J�L _�'11.1Ct1�` _ Contractor if different from owner ----------------------------------------- ----------------------------------------- Valuation of fence 0___(1 _Z-- ------- Corner or interior lot_��al f✓L�L ____ Type construction_q r1''_77__.;,L-L/LL'u_ 11✓S� 1�� . _ Show location and height of fence as well as location of street(s). 4 Owner signature _ _ ---------------------Date_l.� l/ _ ----- Contractor signature---------------------_____________Date - MAP, SHOWING SURVEY OF : LOT 3 - BI.QGK 3� SC-LVA MAXIMA QHIT No Z (15po PAr-1G TEM-AGE DACE 4rI according to plot r8cordod In Plot Book ZZ - -- I Pape rQ� of the current publla records of DUVAL County,Florida. Examiaotlon of Flood Hazard Boundary Map, Community No. 1Z001C , Pans; a'�'O1G , doted 4•t8 6a , Indicates that the property shown and described horoon lies within a Zone area. pA IZ. IC. -T E 1Z Iz AG E W EST 4o' z1w_') rj.�7"44'4o"w. GN Z�1.7 '( P1.A'f), ita .35 �Acr�\ 1Z.. ¢° v�AtT7 'So ` ^ = 3i.o9 PLAT/ � _... 5.4 n•3 •. yah W lh ` 4 W CG a 9` • ss ' �cCF `, P 5100^46 tout « 44' i O ° �Q a ZIA ' N 10.4' 'P F• v p eA c- _ 6 N P CT FEMcf 9 J 0 21.c. .O � 31.i• i.a • 1-ST"( GouC . 0 14xo • 6 77•.. . �r $11G. ! FCAH6 e �► , �� � .o i 15 0oPj S_o� rr 33' Q4 4. m N uND6 ooT D.! Gout.� LOT 4 BGGK 10.4'. 42.0 (TACK 4C*4 a nuTE K ¢ooT .YS \ eof 0 � Z � A2���'•LZ LOT 2 4'W000 r_ O -7 'K 0.4 Il z .. 4' N.11'Scv So" W 11NK PLAT o 40.06 (`AcT�> DoT u-P ' DAVID CLARK & ASSOCIATES LAND SURVEYORS A ' 2711-2 ST. JOHNS BLUFF RD.-JACKS NVILLE FLORIDA-(904) 641-6700 STUVEN T. ? MAZ a s. Jawr-i Ns, GTSC LEGENDTHIS• IS TO CERTIFY Mo(tTc•A41L Ga. : Al tER1cAr\! ® CONCRETE MOWMENT t a F i ss7 GagsT 7171.E SQRV�CES,�C�ethat • METAL STAKE SET• this map is o true representation of an actual. Bouue ae-f survey made under my O METAL STAKE FOUND supervision In accordance with the rnintmum technical-standards .as out- 0 CROSSCUT lined in Chaptor 21HH-6, F.A.I. - pursuant to Section 472.027, F.S.1 that —x—FENCE there are no encrocchments except as may be shown hereon, and' that, to the best of my knowledge and belief, sold survey is Correct. ' DATE$ J08Nai Basis of bearings, P.S• 77 P(, cp tDA 3-18.89 3-8 Z450 r .ter SCALE, FIELD BY.Nas pD t.., 30• Z9.1(.0 Signed d 19 Al— DRAWN d'! -DRAWN BYo CHECKED BY, Notes This sSrvay is not valid unless Et is FL Registered-Surveyor trio'. 4424 U.W. 7TB.K• embossed with the surveyor's teal. TWUICMAu B. K.IWC, MAP 'SHOWING SURVEY OF : LoT 3 6Lrx_ K _3 . SEl-VA MAptlb4A UNIT No.z (15oo ASK TEMAc_ D3 E {rI according to plot recorded in Plot Book 27 , Pagetp� of the current public records of Duv_. A�County,Florida. Examination of Flood Hazard Boundary Map, Community No. IZ2275 , Pane; 0212"S , doted 4-18- 83 , Indicates, that the property shown and described horoon lies within a Zones 0160. PA IZ k -T E fZ fZ A G E W ES-T 4o- e1w-) S. 1704¢'440"w. e_-j4--Z-j.-7 '( PLAY), d= 99^Z5'o0.. 116 .35' (Aor) t9. o'(AtT-). A = $/:09' 1:> (PLAT) 1JZ.. Esso �h / o W (� v� p L� Q 5.3H c sToeA46 cor►c N 44. SPG 40'9 e.L. WOOD / 31 3 • 14.6' ,� ZIA ' F 71E M s. s. v v i O 1+ 10.4' 0 j o } -j o u p eAC- `y.. P CT 5.u000 FENCE ,Q ��O CENT-! 7( Q 3l•I t.d Z1.c. I-'STI Gouc . `«TA'uN $LIL, t FeAHe 1V e r` r` 33 � 4 4• m I.P. T2Eor. uET , LoT 4D.3 Z o . JS67 u *J PLIALITER TA 20 � • .YS kh 7) �o 00 y0� i 2 2 LOT Z I'Z. ��� 4 0.3• x p.3 04 IJZ 4 - l N.11•SCo 50 ' W uNbj K 40.00 '(PLAT 40.05 (AcT') x LOT Ica DAVID CLARK & ASSOCIATES LAND SURVEYORS 2711-2 ST. JOHNS BLUFF RD.-JACKSONVILLE, FLORIDA-(904) 641-6700 STUVEW T. ? MAr-le S. JrsUILIMS, G?X LEGEND Moe74A49 1 AMEir 14A� m coNCRETB t+�Cwmwr THIS" IS TO CERTIFY to FIGsT GDA•6T TITLE scRylge,! 1^'e- that • METAL STAKE SET• this map is a true representation of an actual_eau,..-�"�rt-l' survey made under my O METAL STAKE FOUND supervision In accordance with the minimum teohnicol 'standards .as out-. 0 CROSSCUT lined in Chaptor ZIHH-6, F,A.^•. pursuant to Section 472.027, F.S.t that --x—FiCE there ore no encrocchments except as may be shown hereon, and' thut, to the best of my knowledge and belief, said survey is correct. DATE, Joel Nal Basis of bearings= P•g• 27 P4• ce ` 4P 3-Ig•89 3 -89•zs SCALE, FIELD BK NQ► Zq•I&P Signed 5 ,7.c, IS t3'1 DRAWN BY1 CHECKED BY, Notes Thia aorvay :a not valid unlaaA tt to FL Registered-Surveyor W. 44Z4 E.N. r8.K. ao.boasod vlch the aurvayar'a 6003. T14UCMAW 8. K,IN4C., CA- DEpAItTfAE4T Of aU IrQ N t 01TY OF ATLAAiTIC:QACH N77 t °s � ��';�le1�r W � rM.w s�.s rr,t.r w► {1.yrr �y .. 1600PAR C. #ZIMA, "' L TYI s , 'I. Ii� Z � �4TLhN`Cl'C � A�, ,�'t.�IRIDA,f� . ItIPTION • aIa c # So UA UsLe 'FAMILY i. Booz00 00 a 7 �r 19»00 *18.400 rxE � OF �. VMT *fit # *" .,k su RAW, t 32259 0 RMAUL i. ,. r^ FW1 w :,NtT� : a` t t NGTI E ,A LCtlt�ICRIE`t Ft3i3 I8,M,0 FOOTINGS MUST BE IIfI$ r rt t i .I UR NG 1 ERM`IT,VOl X MONTHS A iER LATE0 Issue � BIJI INCa MATERIAL,Ft BISH AND E-13,IS.FRQt�f THtS WC)RK MUST Nb 81~PLAG,E# IN F'lkBLtC BI AC ,AND IuIUB ,SE. :REt3.°UP ANO'HAUL EES AWAY BY,EIT�iIR CC)NTRACTQR oR OwNR. c ►' " STH THE MCHA�+lICS'. N PE wy,N ''"�I41hf ` Wtuf tom ! IS;3 I3CCQR41Nt tp APPR( VI FLAWS WHICH ARE PART Of THIS PERMIT ANO'S RI~VC3CAT ftltl ` TIMI QVAPPI.I+WABL :113!1 -i, Nj LAIN:' ATI i4 C-8 ACHBUIl IAIG PEP-4 RTAAENT , r� . . z CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: /LI-2o o X)CL.,(,c, 1-c I" LC/, PLUMBING CONTRACTOR: S�1 LICENSE NUMBER: (' �' Cr 3 -,-)-'5-- OWNER: SOWNER: BUILDING CONTRACTOR: TYPE OF BUILDING: JC S c •1 �-�� T f� I SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS I CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT: + $15.00 O d ------------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. �y 000608 DEPARTMENT OF BUI'L©IMG CITY OF ATLANTIC BEACH z PRR T VI�IS'p�I>NIA'II` 01d .. 4 .. LOCATION TTdIe'f3OKATIOlwl `. .:. Pe t °aOI dura 30 PARK TERRACE, W£ T ~ar t �R Btl2 ZIt 3 ATLANTIC BEACH F1.�1RIT3A42233 O1, �icarl s_ RI IPA R - �' LEGAL DESCRIPTION N t r°. 'T`yo4,i 14�' est er carp . ;, p000dUgio`l RE 000p, PlatN ' Page: ' O t, Gar i irr'gj s, b Cod O uladiv F` ovii SSV . "ARrNA R �ntt : iu+ra z 0. Ota _. rOII : t ?RNATCIN i ►pr�r e r. C $!5%00. OQ IT : TQM >r3I' QWNI, R1 A ,. Tote. .. '. dd r`o �t 1600 ,FERN TERRA CE WEST A anT ' Ali . . RTLANTTCR�SACH� fLoRlDA 223 , .w 7wftr " 7 A t .. 1C A " ONRR 1, rnt �r 87 'A1i7 A � ATTRT ' -F'R f] - ' OtiM 10 IF ADOM OAS-R. N. S, so --0 ADOM OAS 0 00 W. J11 .. W fiER 'TAP0L. 00 j " ISEWER TAP_ ry` ►�. 0 �.M.; x HYDRAULIC. SNARE RE-INSPECT PEP., *0: 00 NOT F a r �4 � MIOTIC£-->ALLCQNCFtET£FOR'M'S AND FOOTING MUST 8£INSP£+CTED 80,:ORE POURING G PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUI DIN MRTERIAI;,RUBBISH AND MEIAIS FROM THIS WORK MUST:NbT BE PLAGEQ 6N PUBLIC SPACE,AND MU TBE CLEARED UP ANQHAUL.EQ.AWAY BY EITHER,CONTRACfOR OR OWNER. ; LURE CC;MPLIL IT'H THE MECHANICS' LIEN ,LAWN CAN RE PR00E�T�r o N TWICE uLT IN ICE FQR 0 L©�1'+I� IMPR V IIS IIT ." IS D ACGO# pINt3;TO APWROVED;Pl`ANS WHICH,ARE PART OF THIS PERMIT AND SUBJECT't0 REVOCATION POR V! TLC?IkI OF APPLICABLE F?�iO1FIE[ONS OF LAW. ATLIV BEACH BUI(t)ING°DEF?ARTNIENT 400608 Y" DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ( t'4yy:II' IIAN 1y- t Cf?.r t#rd f° 'c °>�rI I"r k""_: L►.#:L .,I� kI #':�� s; 3 €.'.NTLt, E.2t r'=,::'i#H tt 1 t1i4f`l Ek IfJPflPIlk`,`i'!.i`:tt1 ra.�at t d.t: 3`•r,`, ta.t, a sd r t!._rraa.- , 1i t1 fit,,s,r��t�t. ,�1 �,.-z�<� #.`arra 9'•'.F`E_ I"1�;1�.M. .i'#,: �i�!",�°t' t #.. ICI .""w disk• i x .: ,.i .. ffi r # a d ttf' aS 1' t'#:t. +'+. # � 0 '014 14 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 MECHANICS' 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. ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BENCH APPLICATION FOR BUILDING PERM Owner,"Al EPt4- Address / 500 /�rK r,6rr-Ace, ,✓zip— Phone q6 )3Z Architect Address zip Phone Contractor/qileo,g5--r Address_93.1 6611564,,/-/-V zip g1 o Phone?�33g`(7 Contractor's License Nunber t2C OCA 5 f S 3 Expiration Date 6 -:3<9- 5i? Copy on File Lot # Block or Section # Subdivision Zoning Street Between and side Valuation $ Type of Construction Purpose of Building Number of Units Fireplaces Utility Service: Water Sewer If the City if providing water or sewer service, do we need to make taps? Dimensions: Building_` Lot Size Footings Sz. Piers —Sz.. Sills Greatest Span Sills Sz. Ceiling Joists Distance on Centers Greatest Span Sz. Floor Joists Distance on Centers Greatest Span Sz. Rafters Distance on Centers Greatest Span Method of Heating Solid-Filled Ground Roof Flood Zone If located within a FLOOD HAZARD complete page 2 SUBMIT: Two complete sets of plans, including a detailed site plan. Florida Energy Efficiency Code Sheets Recent Survey Inspections Required: 1. When steel is in place and ready to pour Lootings. 2. When steel is in place and ready to pour coltmms/lintel. 3. When steel is in place and ready to pour beats. 4. When framing, mechanical, plumbing, electrical, fireplace, is completed and ready to cover up. 5. Final inspection. SETBACKS NO INSPECTION WILL BE MADE IF BUILDING CARD IS NOT POSTED ON JOB- In case of rejection, reL-tspection MUST be called for after Rear Lot Line corrections are made. In consideration of permit given for doing the work as described in the above statement, we w r ,hereby agree to perform said work in accordance m with the attached plans and specifications, which are a part hereof, and in accordance r with the building regulations of Atlantic Beach. Signature Owner Signature Contractor :�,, Pront Lou Line Ivructi.ons to Builders and ¢�Contractors building or workint ix, :h t Town of Atlantic Beach 1. No work on any building shall be started without obtaining the necessary permit. 2. No changes in the approved plan shall be made without the approval of the building inspector. 3. Inspections: The following inspections shall be called for. A. Foundation, when steel is in place. B. Plumbing, rough. C. Lintle, when steel is in place . D. Framing, before any wall covering Is placed. E. Electrical,., City of Jacksonville. F. Septic tank or sewer, before covering. G. Plumbing, final. H. Final, when all work is complete. Any concrete poured or work covered without the necessary inspection shall be removed or uncovered at the request of the Building Inspector. 4. After the final inspection and upon submission of a drawing showing the size and location of completed building on lot to the Building Inspector a Certificate of Occupancy shall be issued. No building shall be occupied before said certificate is issued. 5. Plumbing permit does not cover sewer connection permit . 6. All contractors and sub-contractors shall have occupational license issued by Town of Atlantic Beach before doing any work within the Town Limits. Contractors shall furnish certificate of liability Insurance when obtaining license . 7. The penalty for violation of any provision of the Building Code o:�, of Ordinance #186, shall upon conviction thereof be punished by fine not exceeding $500.00 or imprisonment .for not exceeding 90 days, or by both such fine and imprisonment . 8. Copies of The Southern Standard Building Code and Ordinance x#186 are available at the Town Hall for reference. 9. When a sidewalk exists across front of building lot, said sidewalk shall be placed in first class condition before final inspection is requested. I have read and been furnished a copy of the above instructions in connection with Building Permit No. �� . Date Signed Z CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT DATE2ZIur� J LOCATION 1900 P "k *Z /G PLUMBING FIRM Pam T.�,r r r 1,4STER PLUMBER CITY/COUNTY OCCUPATIONAL LICENSE NO. 2 54, /(o O G 0 STATE CERTIFICATE NO. �+ /.3 0 5 BUILDER OR CONTRACTOR �• r,7 7 TYPE OF BUILDING SINKS :SH014ERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER k�s p fp TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. 4 FOR OFFICE USE ONLY Date-65at" ✓___1958_ Permit #-� -.Fee TOWN OF ATLANTIC BEACH 0 0 Valuation $---- -- ---G��Q.--""'-=------- FLOR I DA House # ---------------------------------------- ------------ APPLICATION FOR BUILDING PERMIT --------------------------------------------------------------------- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the Town of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the Town of Atlantic Beach and all rules and regulations of the Building Department of the Town of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the Town of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date -(�------ 19_ : - Owner.-----= ------ ---- ----- ----------------------------Address._-. c..._--� + - - - --- Telephone Nog Architect--------------------- ---- Q Address------- ------------------------------Telephone No----------------__-------- Contractor Builder.----- �`4% Address--------------------------------------------------------Telephone No.-- -v I /f -------__._ Lot No-------- ------------------- lock N . 3--------------- Division.----- .._1�/1/ f _�_/!'/-----------Zone------------ L± _ eC /'.l teat l• --------'Side Between----- _L^__fin-1--G f"=--------------and---- Ar.... Valuation $___ i ._.___:For what purpose will building be used--/ "n__------.-------Type of construction--_--- 1 ---------- Dimensions of Building3f�X +�b Dimensions of Lot.__`/DItj X 9_ f� �% �64!31Size of Footings____C�. S Size of Piers------------------------------------ �_ __ _ Size of Sills__ _�_ __ _ -_ _Greatest Sill Span in ft._.C'. �7%-�/----Type Roof____13i1/lr�� ._ How will Building be Heated?_64__S7------- T f__/../,N�p,,AWill Building be on Solid or Filled Ground?_____ ------------- Size --_.___--__Size of Ceiling Joists___ ---------------., Distance on Centers--------- -----------...... Greatest Span--------- " Size of Floor Joists-----rlt-p-l_.P__QN_(V(?404Drstance on Centers__...... !4074-___-------------____ Greatest Span_____ " Size of Rafters--------------7_X*__1------------------------ Distance on Centers ...._-. . .1�_�� Greatest Span-------- --2_--------------- This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. k s r 1. When steel is in place and ready to pour footing. ' d� w 2. When steel is in place and ready to pour columns and/or lintel. � ) z, z Z 3. When steel is in place and ready to pour beam. a 4. When framing is completed. P� 5. when rough plumbing is completed,and ready to cover up. i✓ �� �a.� W 6. When septic tank drain field is laid but before it is covered. +� A 7. Electrical inspection by City of Jacksonville. 8. Final inspection. $. Note: In case of any rejection,re-inspection MUST be called for after 411 corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance wit the a tached plans and s fications, which are a part hereof, and in accordance with the building regulations of the T o Ar_aBe�� a .Signature of Builder--- ----- LIt . . ----i----- Address----------•----------- - -- -- - - Signature of Owner-- --------------------- - ------------------------------------ Address--- - - - - 1 +1�R!IIV %QF BUILDING CtTY�! 7 LAN77C"$C Ci ti,FLORIDA FRT'TQ BUILD PERMIT No THIa FtlhlI Ai1US �POSTED ON JOB .Valuatioh$: 19. Eee$ Th"Permit not V44 unto --- d�Gva ke hu .. abject to revocitiou for viola baa Pad to CitY Treasurer,and is This fi"of 9PPlicabk Proviaiops of]am, is to certify that has Per hiss on to build Class&cptign�X,�Ik Owned-by ._Zone Jt* Lot. House No, According 10 approved Plans which Pati of this permit NOTICE—ALL CONC AND FOOTINGS , ATE FORMS SPECTED BEFORE POURINGE IN PERMIT VOID SIX MONTH z S AFTER DATE OF ISSUE, Building mate -q from P tLis work�,rubbish and debris in ublic space, must not be placed , and must UP and hauled away by either eared tractor or owner. on FOR omicir Bui USE OWLY F ERMIT NUM®ER DATE ! PLUMBING CON7�Yl1pMR �t/!��ff � ---.... ELECTRICAL SEWER WATER II a t erne bs,sepsr.sed .le .Dore f.l,i. stavis oempletod Neets=er in eryllaal order. [] Proposed Consfrucfiort - DESCRIPTION OF MATERIALS, No. ........ Under Construeft011 (To be Inasrted by FHA or VA) Propertyaddress --- ......------------------------------------------------------ Cit'y ------ ._...__. --- State -------------- /Mortgagor or Sponsor ......... (fr'ap,e) (A1ldrewel Contractor or Builder IMSTRUCTIONS 1. For additional information as how this form is to be submitted, number mininsum requirements cannot be considered unleu specifically descr,ucd. of copies, etc., see the instrit0ions applicokile to the FHA Application for 4. Include no olttr*,les, "or equal" phrpses, or eontrodictory items. lCon. Mortgage Insurance or VA Request for Illeteiniinotion of Reosonoble Value, siderotibn of a rsquex+ for acceptance. of substitute mbteriois or equipment as the case may be. is not thereby precluded. 2. Describe all materials and equipment to be used, whether or not shown on the drawings, by morking an X in each opproprioft check-bos and entering 6. Include signatu=:s required of the and of this form. the information tolled for in cocA space, If tpoee is inadequate, enter "See b. The construction shall be completed in tomplionce with the related mist." and describe under item 21 or on on attached sheaf. drawings and specifca+ons, as amended during processing. The specificoticns 1. Work not specifically described or shown will not be considered unless include this Deseripf,w, of Materials and the applicable Minimum Cant- ,Wcton requued, when the minimum occepfable will be assumod. Work exceeding Requirements. 1. EXCAVATION: Bearing soil, type --------------------- L FOUNDATIONS: Footmgfi : Concrete mix -------------- -- --- Reinforcing - -------------------_------ - Foundation-wall: -- ---•----_-------- --- Foundation-wall: Material eU k' ---5;y.4-a !t1C_---_--__.. Reinforcing -- - --------. .-. ...._ Interior foundation wall:'Material _. - _____ .,,___ .._. Party foundation ell _ . .............. ._ Columns: Material and size __ -_- Piers: Material of,i reinforcing _ Girders: Material and sizes ----._- _- _ Sills: Material Basement entrance areaua Window area ray:, Z f7�/, t f c !^ . Waterproofing _ ,. ..- _. . . - `,• '. noting drains ?�fa.fir.rt ,r/J1d'4,D. - Termite protection . . _ _ ._. . Basementless space: Ground elver Insulation Fouvda11,,:1 vents Special f"ur,darll-nes 3. CHIMNEYS: Dlat, l sal _ ... . 3/s / "L Prefabricated (make and size) _- �+ Q ` :_. _ ___ - - Flue Griner: )latorial TC . Heater flue size C5Fireplace Nre� place flue size _45be./d _ _ Vents (material and size) : Gas or oil heater _ __ ___. Water heater _.------- ------------------ _ 4. FIREPLACES: Type: 4 ;,)lid fuel; ❑ gas-burning; circulator (make avid size) Nf�T/O�,ry -'�,t�Ash dump and clean-out _______ _____ ---------- Fireplace; Facing -,�AilG.Ir,.__ __ ._; lining ...------------------------; hearth _Z7SeE:_ _-- -- _ mantel --------------- ----- ----•--- 6. EXTERIOR WALLS: Wood frame: Grade and species ____ __________ ________------ ❑ Corner bnc-;ng. Building paper or felt -___--__ _-_._:_________ Sheathing - - ---------- ; thickness . __. ; width ..___..._; ❑ solid; ❑ s;,aced _" o. c.; ❑ diagonal; :_._ _. . Sid;. 9 -------­-_.___.-- ; grade tpl e size - ------ ; exposure _.._- fastening---_ Shingles------------------------- grade type - size . ------- ;exposure fastening Stucco ----------- -----_------ - : thickness --- - Lath - - ---- ------- ---- ------- ------ -----------.; weight ----- • ------- Ib. Masonry veneer ---------------- - Sills _.-_-- ----_ ---- - _.___. Lintels ------.----------- .........__._-- Masonry: Facing _ G•e?G!�-_..__ ; backup _ __ __ thickness . ._........... ... Bonding Door sills . - - Window sills /0�4l'1;!:; --- ------____ _ 1•intels- -- --------=----------------. .._. Interior surfaces: Dampprooflng, - _ . coats of furring .�.Y�___rl1F^f.r`4 __ .. .-- _- ----- Exterior painting: Material ---------­----- -- __ __-------.--------- -- -_ __ __ _y '• number of coats Gable wall construction: C3 Same as main walls; U other __�G`�? !s:4_l,,.::__�/-,P "_4__. `_�tt_`€# __ _ •. FLOOR FRAMING: Joists: Wood, grade and species other __ bii thing ....-----------------; anchors Concrete slab: ❑ Basement floor; ❑ first floor; ground supported; ❑ self-supporting; mix _ :____:__. _ --_-:__--;thickness reinforcing - w -G.-.J0.1.4 _ - insulation _i_ membrane _ Fillunder slab: Material _- -- _- _- --- - - . -_ -- - _ --__----- thickness ._/Z" -------------------------------______-- _ __.__ ------- ---- T. SURFLOORING: (Describe rnderllocring for special floors ander item 21.) Material: Grade and species'... -------- . -------- -_ ; size ---- :_. ; type ------ ------- Laid: ----Laid: ❑ First floor; ❑ second floor; ^1 attic ..__ ----------- sq. ft.; ❑ diagonal; ❑ rigi,t angles. ___------ •. FINISH FLOORING: (Wood only. Describe other Fnish flooring under item 21.) _- [,r,CATr,N Vrxaxs Ge\14, Srr.CILis THuK,,tva N'lunl 101" 'rrK }'tvlsu First floor c Second floor. ----- --- ------ -- __ -- - ------ Attic floor. so. ft. — ----- - ------- --- s.'� t • J tt"04� PLOORf AND WASKSM: a LacwTION MAI AL, COLON, ftounls, srzss. GAGS,ETC. TAssenoLO Bass UNosarww Kitchen---- ---------T�` �ar� 2 Z to _ �---�� 4------. v. ._ -- --• ------ --------------------------------- -------------- - - Bath------ ------------ ----------------------- --------- ------------------------------------- ----------------- ---------------- -- qG(. ��R.! A_ -------------------------------- ------------ --- - - ------ IACATION KATSSIAL,COAs, ti=..erns!,Car,SIZES,GAas,EM HwaHT HEIGHT AT Tus HEIGHT AT SHOMSS -- e ----Bath-Bath. 't1-- -------- - -- - - p ---- -- R ---------------- - ------------------- ------------------- ---------- ------------ ----- - ---------------.------ ---- - --------- __ - ------------------------ --- --- ------- Bathroom accessories: 10 Recessed; material . Tl_'=_��--------; number; ®attached; materal .-_ -___ number . 22. ►LUMEING: Farum Numsse LOCATION KARS Xrai'S Flaruss IOsxnrrcaTnoN NO. Bt11 Cows ---------------- 1 --------K-�'�-- - -�✓.'xa,C1t+Q -------- ------------------------------------------ ---------------- SinkLavatory-------- ---•----/'3ALr hf----- ---- ----------------------- .__. ------------------------------ -closet------- -------------------------- --- -------------- - _______ ______________________I. Bathtub__-..-_.---- ._L---- --------------------- ____ ------------------------- --- ----------------------------------------- ------------------- ---------- Shower over tub*. --- N L---- - ------------- ---------------- - --- -------- .•---- --------- --------------•----- ---- Stall shower I i Laundry trays. -------------------------------- -- - -- --------- -- ---•---------- --- ------ ------------ -------------------------------------------- ------ --------- -------- — ----- — •❑ Curtain rod "Cl Door ❑ Curtain and Water supply: ❑ Public;Z community system; ❑ individual (private) system.* Sewage disposal: ❑ Public; (,community sy-tem; ❑ individual (.private) system. *Show and describe individual system in eovr plete detail in separate draurings aced speafwatiam aeoondin.g to require+r mta House drain (inside): M Cast iron; ❑ tile; ❑ other--------- ------ House sewer (outside): ❑ Cast iron; {g(tile; ❑ other-_-------- Water piping: ❑ Galvanized-steel; IC copper tkibmg; ❑ other ------------------------------------------------------ Sill cocks, number _______---_ Domestic water heater: Type _-,�-V�'-��----.. -------------; make and model _-Pe�3n ----------------------------------------------------- recovery ____________________ gph. 100° rise. St,; rage tank: Material -------------------------------_-------------------;capacity--------------gallons. Gas service: ❑ Utility company; ❑ liq. pet.gar; :] other----------- ------------------------------- Gas piping: ❑ Cooking; Q house heating. Footing drains connected to: ❑ Storm sewer; sanitary sewer; ❑ dry well. Sump pump - -----_---------._______________-----_._.____----__ 21. MLATING: ❑ Hot water. ❑ Steam. ❑ Vapor. ❑ One-; !i a system. ❑ Two-pipe system. ❑ Radiators. ❑ Convectors. ❑ Baseboa,, i radiation. Make and model -_---------------------------------------------------------------- Radiant panel: ❑ Floor; ❑ wall; ❑ ceilir,�: Panel coil: Material_.....-_- --------------------------- ----------------------------- --------------- ❑0 Circulator. ❑Return pump. Make and model __-_--_ -- ---------------------___-------- ----------------------; capacity ....... _ gpm. Boiler: Make and model ---------------------- ----------------- -- --_..---- Output ------ -------- Btuh.; net rating ---- Btuh. Ware:air: ❑ Gravity. (Forced. Type of sy�'4 m --------•------_- - -----__ _-------------------- ----- ---- - Duct material: Supply --------------.------; n', rn _ ------------------- Insulation ------------------- thickness --------- ❑ Outside air intake. Furnace: Make and model ___!_YI_'c�ee_Q g` 4-1' ----------------------------- Input -------------------- Btuh.; output8.*_c'-0..0 Btuh. Q Space heater; E] floor furnace; ❑ wall heat,- Input ------ __-------------- Btuh.; output ------------------- Rtuh.; number units __.-----_.___ Make,model ------------------------------------- ------- - --•------------- -------- --------------------------------- --------- ---------------------- ---- --- Controls: Make and types ------------- ----------- ---------- -----•--- ----- Fuel: ❑ Coal; ❑ oil; ❑ gas; ❑ liq. pet. gas; electric; ❑ other __------------______---.------- ----. ; storage capacity ____-__-_______-___-_„- Firing equipment furnished separately: [; Gay . • rner,conversion type. Striker; ❑ Hopper feed; ' bin feed. Oil burner: ❑ Pressure atomizing; ❑ - . -•--- _------ -- - -- ------- ------------- -- - ----- ----------- and model _---.___----_------ -- ------ ---------- - ___--_. Controb ------------ ------- Electric heating system: Type ---- ---_--_-_--- - ---------. .--- Input -------__._ watts; Gi _------ ---- volts; output ._.._.- -- ---- - Btuh. ------------------------------------------ -------- ---- --- - ---------- Ventilating equipment: Attic fan,make and m "61 _. --- ------------ -. -- -- -------- -------.. ------------------.._-; capacity --•------------- -- - cfm. Kitchen exhaust fan, r x•,e and model `......M ?O-, a ---(; ! -- Other heating, ventilating,or cooling ecjuipme ----------__ -----. -------------------_..--.--_----------------------------------------------------- !A-ELECTRIC WIRING! Service: Xj Overhead; ❑ underground. Pan+ "Ll Fuse box; ,circuit-breaker ------------------------------------ Number circuits _.. Wiring: 5C Conduit; u armored cable;,['] nor, '.allic cable; f I knob and tube; ❑ other __ _ Special outlets: K Range; &I Fater heater; her _. _.. -- --------------------------- ----- (] Door bell. KChimes. Push button Iocati�, -------------- - - _ - - -------- _. ----- - 29. LIGHTING FIXTURES: e--*Tptal number of fixtures ..1.5 __. Total aance f(,r lixtuies, typical installation, $ .fid_____-_- Nontypical installation - ? __- -'C.a'-+ , c DESCRIPTION OF MATERIALS -�.. -