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292 16th St (vault) i «, L DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- YLftlSST rNP'O!Rl9ATr1L1N __- . _ --__.. LC3CATiClN iNf°'l7RriATIC1N Permi-t Number: '3224 Address: 2%32 16TH �T. Perml-t Type: &Emut ATLANTIC BEACH, I-LORIDA Class or worst : NEW -- -------- LZOAL D1 25c;ftxrTICIN ---__ constr. Type; WOOD Lot: 3r13 15lock: 1154 rection: Proposed use% :SINOLe F'AnZLT Township: ftN+O: to Dwellings: 1 Code: C► Subdivision: Estimated value: HCl. 00 rmpprov. t:ost% .0. 1010 Total r*ees: X10.CC Amount Paid: a1O. at) _ - --- ---- OWNER 1Nr0ftPIATX0ft - -- ---- --- - AP 1*LSCATIC?N MSEM-t - - Name: ITC313ERT 13A" rIT"nIT 9151K?. on Address: 2'J2 145TH $T. WATER T"PACT P Ik t. SCO.010 ATLANTIC bEACH, P1-0firDA ZZ23n t! LCWER InrAC1T rrtE Spo.tax) Phone: WATER MITER 910. Ctt) RADON DAS-H. R. fr3. %0. 00 __-. ----- CONTRACTOR THFORMA'T rOft _ RADON OAe - nX !- O. at) name: r'RY PERTY OWNE N NATeft TAI" %0.00 Address: t;EW&R TAP Va. CC HYDRAULIC SHARE !T10.100 Llcense: Type: 3 me-I"nrecT PEE E50. 00 tSfX. H XffPACT r"EE F40.00 t]I'HLR %- 10. 00 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 ANIIBJECT TO RATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. CHINd6E • ATLANTIC BEACH BUILDING DEPARTMENT By: � � CONTRACTOR COPY DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - �1+�fiS'12T Ytt!''rTtf!'lAT21]H -- -- ._ ____. LCaCATSCIN Stt1°'C?l+:tSA'TSIDt4 ' I HismL�er: :�4 Address: I- r2"_'►:� xlS1'» '1 . Permit Type: _A7'LhtIT2C BEACH, 1''t,C1RSDA -- Clasi or Work: New - - - LLC9hL ixl +r~fc2P?SriM - +C or,str. Type: WOODLot: me Block,. k�4 Jectlon: H'D rroposed Use: ! Stan LE FAnILT Township% Dwellings: x +code: Ci nuballrision: ILstlsneted value: 150. 00 Improv. Cost,. 150. 0 Total Pees: CA It). Cb Amount Paid:: V110. bn 7FL-"Oft-tDA ft --_ ___ _ --- ArPL.SCATSnu PrE'"4 ---'- Name•: ROBERT MrLrlSnxlr SDI 10. Ch Add.r a SS I 1`3Z 16T" WATER Sn!'ACT PEE %0. 00 ATLAHTICLl7RIDA 2 :3'3 3LrtALl� S}'lPAe MLP gifO.Un Phone--. WATER n�TERRADON DA'S-H. r. '3._. --- -- CCtN!'ftAC`2'YS 'ION _ .__. RADON OASMATtjR TA!° 00 5EMLlt TAP 15H` DRAULIC "-H,ARE 50. Caype': i me-WISP ECT Pre 50. 00 3P+r.. H InPAC.T rcr %0. sae► OTHER c3o. 00 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH A D DEBRIS CONTRACTOR OR OWNER M THIS NOT BE PLACED IN PUBLIC SPACE,AND MUST BE THER CLEARED UP AND HAULED "FAILURE TO COMPLY WITH THE MECHANICS' LIEN (IMPROVEMENTS W CAN RESULT !N THE PROPERTY OWNER PAYING TWICE FOR BUILDING ,-, _ i ISSUED ACCORDING TO APPROVED V SIONS OPLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO W. ATLANTIC BEACH BUILDING DEPARTMENT„ By: i I i � r j 7 1-SI x� � V � C Q ` � U Q 0 APPLICATION FOR FENCE PERMIT Owners name__' /i,-r /./A -----------------------------phone_ --------------------------------------- Job address___Z��l_��`�" �T�`_�� block and/or unit #.............subdivision______-----_____-___ Contractor if different from owner__LL-_FAL ___________________________ ----------------------------------------- Valuation of fence S 5-00 ,03 Corner or interior lot_ c Type construction__,__` ------------- Show Show location and height of fence as well as location of street(s) . G � Owner signature -------------------Date-12- / -ID---------------- Contractor signature ---Date_________________ ------------------------------- Page No. of Pages ALL FENCE MFG. CO. Residential and Commercial 7701 Hammond Blvd. Jacksonville, FL 32220 (904)781.8198 PROPOSAL SUBMITTED TO: DESCRIPTION OF JOB: Job Address / city ' Phone 7� Date 3ffie �4erebg jiub tit specifications and estimates for ADPV a� 3J 30e Nere4 Propose to furnish tabor and materials complete In accordance with the above specifications, for the sum of $ With payment to be made as follows: Authorized Locate Signature Fitting Bag N Note: This proposal may be with- drawn by us if not accepted within days. ,kcceptzince of 41roposal—The above prices, specifi- cations and conditions are satisfactory and are hereby ac- cepted. You are authorized to do the work as specified. Pay- Signature ment will be made as outlined above. C"TORneq NeIEST AUUMS FUII tlf/ON{IMurn FOf rye LaA11ON 01 Date Accepted FM ""a UrOM W"IC" &AID rlNf TO MS C! MAMNIAIl Alif ITAI !O Ip� LL in OfFlNe, NOID NAfMIESS, AND iNDFMNnY SEWN FROM AMD AGA ,T a iOss ArISINo ()UT or IMF I.x,r pq or s+uo r •cf IIM LIME VlCIIIEO or TNF CUSIOA%ft lI�ICL MAipIALS OM Tatifirate CITY OF 004W& acac�► ' �p�ttr#mrnt of �uilaing �n��rrtinn Thdard is Certificate issued pursuant to the requirements of Section log of theca uther cen St nh the as Building Code certifying that at the time Of issuance this structure o various ordinances regulating building construction ur use• For the following• Family Bid .Permit NV PaCn Sin�lc lc _ use Classification r; I at'? Fire District p)\o a d Type Construction-� `? cC 11_no 1 L� Group --- t, — j Address_ Pr3r�=_Vd3V j'n I t�— owner of Building ^r t r= i Gty— Building Address —� BY — — \T _ arch __--=— Date: r — Building O Ictfi at PONT IN A CONSPICUOUS p.AC[ CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 1 19 0� 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 FIRM. u MASTER E ECfT�RII�CIA IGNATURE JOURNEYMAN NAME ADDRESS: Q t� b RFD-BOX- BLDG. FDBOXBLDG.SIZE BETWEEN: RES. Vf APT. ( 1 COMM. ( ► PUBLIC ( 1 INDUS. ( 1 NEW( ! OLD ( 1 REW. ADDITION ( ) TRAILER ( 1 TEMP. ( 1 SIGNS ( 1 SQ. FT. SERVICE: NEW(�1II INCREASE ( I REPAIR ( 1 FEE CONDUCTOR SIZE �{ l AMPS 'ZCo COPPER ( 1 ALUM. SWITCH OR BREAKER Z) AMPS PH W �"OLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. IKVA NO.NEON TRANSF. NO. VA. I MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES CITY OF Office of Building Official REQUEST FOR INSPEcTiON 3 r/ Permit No. M District No. Date Time Received � t1l Job Address Contractor MECHANICAL owner'sPLUMBING Air.Cond.& 0 Name ELECTRICAL Rough CONCRETE h Wiring � Heating BUILDING Sewer 0 Rough ; Top out Footing Temp Pole CCS/ Fire Place Framing Slab 0 Final Pre Fab Re Roofing Lintel READY FOR INSPECTION P.M. Frida Thurs. Wed. Tues. !_ P.M. Mon. Inspection Made Final Inspection❑ Inspector Certificate of occupancy Date 10u/` PSt CITY OF / Office of Building Official REQUEST FOR INSPECTION �1 Permit No. A.M. District No. Date P.M. Time lily Job Address Cohtra r MECHANICAL Owner's PLUMBING p Air.Cond.& Name ELECTRICAL Rough Heating BUILDING CONCRETE Rough Wiring n Top Out p Footing � Pole ❑ Fire Place ❑ ❑ Temp Sewer Pre Fab Framing Slab Final A.M. Re Roofing p Lintel J P.M. READY FOR INSPECTION Friday� Thurs. Wed. N1J Tues. — _ - Mon. Final Inspection Inspection Made ❑ Certcate of Occupancy Inspector Date BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: OF Intersecting Streets: Between And BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the abcve statement 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 City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical 1 Contractors Contractor (Print-) 0 Master I \ Name of Property Owner Signature of Signature of Owner or Authorized AgenL� Architect or Engineer III. GENERAL INFORMATION B. A, Type of heating fuel: IS OTHER CONSTRUCTION BEING DONE& —s ^c THIS BUILDING OR SITE? y ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION Q Oil PERMIT ❑ Other — Specify IV. M[CHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on beck of this form) Residential or ❑ Commercial ❑ Heat ❑ Space ❑ Recessed O Centel O Floor ❑ New Building Air Conditioning: ❑ Room / Centrel Existing Building Replacement of existing system ❑ Duct System: Material Thiek "� l El New installation(No system previously installed) Maximum capacity_�„I� Www e,f.m_ ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity 9-P-m- 0 Fin sprinklers: Number of head ❑ Elevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (fid) ❑ Tanks.--(number) Remarks ❑ LPG containers__(nu mbar) ❑ Unfired pressure vessel Permit App ved by ate-— ❑ Boilers Perini Q OMer — Specify LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Approvin� Number Units Description Model Number Manufacturer (TIons)Fry DATING - FURNACES, BOILERS, FIREPLACES Capacity App>rOvint NumberUnfta Description Yodel Number Manufacturer (BTU) AiY TANKS Serial Approving in How Many Nomal CapaMtY Type L4quid Name o[ Agency and Dlmendons Contained Manufacturer No. Agency PSR-3844 21 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- -PERMIT INFORMATION - -------- LOCATION INFORMATION ------- Permit Number : 8627 Address : 292 SIXTEENTH STREET Permit Type: MECHANICAL ATLANTIC BEACH . FLORIDA 32232. Mass of Work: REPAIR LEGAL DESCRIPTION - T�1wnship : RNG: 0 Dwellings : 1 Code : 0 Subdivision: Estimated Value : SO .00 Improv . Cost : $0 .00 Total Fees : 529 .00 Amount Pais': ' 529 . 00 Date Pal- - Dr a Dr ew con er,E„l ,; ::, ------- - - PERMIT $29 . 00 Adc?; ess : 292 SIXTEENTH STREET WATER IMPACT FEE SO .00 ATLANTIC_ BEACH , FLORIDA 3- SEWER IMPACT FEE 50 . 00 Phone: ) - WATER METER/TAP S0 .00 RADON CAS'-H .R . S . SO . ------- CONTRACTOR INFORMATION ---- RADON CAB 5% $0 . 00 Name : DONOVAN HEATING AND AIR CAPITAL IMPROVE. $0 .00 Address ' 311-- SIXTH AVENUE SOSEWER TAP 50 .00 JAX BEA,'H . FLORIDA 32250 CROSS CONNECTION 0 .00 $0 .00 License : CACf'397( i Type: 3 SEC H IMPACT FEE 5 CONST . SURCHARGE $0 .00 SCHARGE/ATL .BCH - SO . 00? 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'R BILDING IMPROVEMENTS.LIEN LAW CAN RESULT 99 THE PROPERTY OWNER PAYING TWICE 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 DEPARTMENTi`y std GFE[V5 By: CITY OF ATLANTIC BEACH IS 800 SEMINOLE ROAD + a ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029428 Date 12/27/04 Property Address . . . . . . 292 16TH ST Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------- HANDLEY FLORIDA HOME AIR CONDT & APPL 292 16TH STREET 8252 103RD STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 (904) 349-3984 (904) 777-4300 ----- -- --------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 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 WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIL ING OFFICIAL City of Rt 1 a4t i c each Bu 904-247-584 � E � I OV G CITY OF AT�+NT�C 3ENG BUILD. C_; 7• C; CITY OF ATLANTIC BEACH DEC 2 7 2004 MECHANICAL PERMIT APPLICATIO Pate: O _ Property Addre s: 701 Telephone#• Owner: r (Y �ephone#• Contractor- Contractor Address: `- Fax#• In consideration of permit given f doing the work as described in the a ove statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance witlt the C ity of Atlantic Beach ordinances and standards of ood ractice listed therein. If other construction is being done on this building Type of H7ectric Fuel: or site,list the building permit number: ❑ Gas: _Lp Natural _Central Utility ❑ Oil ❑ Other-SpecifZ NATURE OF WORK ME HANICAL EQUIPMENT TO BEI TALLED t/Heat _Space Recessed _ entra i _Floor tY Residential O' Air Conditioning: _Room entry Thickness c3 Commercial ❑ Duct System: Material cfm Maximum capacity ❑ New Building Cl Refrigeration ❑ Cooling Tower:Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads 13 Elevator: __ Manlift Escalator (Number) Replacement of Existing System ❑ Gasoline Pumps (Number) (Number) ❑ New Installation 13 Tanks (dumber) (No system previously installed) ❑ LPG Containers ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Other-Specify ❑ Gas Piping ❑ Other-Specify LIST ALL EQUIPMENT GApprovingAIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S nufacturcr Number Units Descn ton Madel# Approving HEATING—FURNACES,BOILERS,FIREPLACES&AIR H:1 VDLER'S Manufac er BTU's Agency Number Units Description Model# .411 -------------- Serial Approving TANKS Nominal Capacity Type Liquid No A enc How Mary &.Dimensions Contained Manufacturer goo Seminole Road• Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845• http:/Iwww.ci.atlantic-besch.fl.us 1 City of Atlantic Beach *** CUSTOMER RECEIPT +f* Ooer: CKOMOREK Tvoe: OC Drawer: 1 Date: 12/27/84 81 Receipt no: 28648 Descriotion 4uantity Amount 2884 29428 BP BUILDING PERMITS 1.00 $87.88 Tender detail CK CHECK 5175 $87.06 Total tendered $87.00 Total oavoent $87.80 Trans date: 12/27/84 Time: 12:33:37 CITY OF ATLANTIC BEACH f 800 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 rli3ar Application Number . . . . . 06-00034240 Date 11/09/06 Property Address . . . . . . 292 16TH ST Application type description ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------------------------------ - Application desc RE-ROOF ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- CHARLES HURLEY GATES ROOFING EMPIRE INC 292 16TH STREET 10575 OLD DIXIE RD, SUITE B ATLANTIC BEACH FL 32233 ST.AUGUSTINE FL 32095 (904) 247-2228 --------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 102 . 50 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 14500 Expiration Date . . 5/08/07 --------- -------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- -------- -- ---------- ---------- ---------- Permit Fee Total 102 . 50 102 . 50 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 102 . 50 102 . 50 . 00 . 00 PERHIIT IS APPROVED ONLY V4 ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r_ }f CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: . �r .Hufste e Building Department Public Works&Public Utilities Departments T Doerr 800 Seminole Road 1200 Sandpiper Lane R. Carper Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D. Kaluzniak (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS J//Z�� t f Permit Application# 0&-- / o?g a �1 � �T Property Address .. Applicant: AA 7-f I a —h Project: go Iq TAcr;�9 This permit application has been: a � ' D E.rApproved as noted by the Department. To �; to Final application approval must come from the Building Department. � T6Chl El Reviewed and the following items need attention: Od O Da Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. 01 Reviewed By: T Date: Date Contractor Notified: Jan 28 04 08:07a Information Systems 247-0945 P• j A RECEfVED - CITY QF ATLA C BEACH CMOFATL ROOFINGPE6 'APPKK*W BY: Job Address: Owner of Property: '2 5 C t C, S te , Telephone: Address: e c C. 1 3 2 -71 2 e Contractor: State License Number: Contractor's Address:_IC3 61 •' l Telephone: 2 �/� 2 2- Z Fax: 2 L/ 5 ,'3n5 2'v Scope of Work: Q dd •n `e Deck Slope: Greater than 2:12 Less than 2:12 Valuation of work: / 4 So(a> Product Name(Example:Timberliine): L L� Manufacturer(Example:GAF): c-+ C®4, } ��/,-z ASTM Designation(s): CA - Required Inspections: hem and Final Signature of Owner: Date: '7 V Signature of Contractor: ;t��Date: AS TO OWNER: Sworn to and subscribed before me this day of e� '20 State of Florida,County of Duval Notary's Signature: ' MY 2008 ❑ PersonallyQ- ices ❑ Produced identification Type of identification produced AS TO CONTRACTOR: l /`�—r� Sworn to and subscribed before me this day of •20— State of Florida,County of Duval Notary's Signature: ❑ Personally kno Gam ❑ Produced identi pp �77 Type of identi tow jW# 800 Seminole Road Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http:l/www.ei.atlantic-beach.tl.usRvYt9W 212003 Page 1 6CIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff B Product Approval USER: Public User Product Apoval Menu > Product or Application Search > Application List > Application Detail FL # FL4833 �COMMUNITY PLANNING Application Type New Code Version 2004 EMERGENCYDEVELOPMENT Application Statu Approved Comments tILE COPY Archived Product Manufacturer Gulf Coast Supply and Mfg., Inc. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-7852 flvalidation@yahoo.com Authorized Signature — — Jeff Reed --- --- flvalidation@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Regi Licensed Florida Professional Engineer Evaluation Report - Hardcopy RecE Florida Engineer or Architect Name Terrence E. Wolfe who developed the Evaluation Report Florida License PE-44923 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu6hk5NGnYY... 11/8/2006 Flori wilding Code Online Page 2 of 3 Quality Assurance Entity Keystone Certifications, Inc. Validated By Locke Bowden Certificate of Independence Referenced Standard and Year (of Standard Standard) AISI ASCE?-98 ASTM A792 Florida Building Code UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code Ch 15,16,22,23 Product Approval Method Method 2 Option B Date Submitted 07/14/2005 Date Validated 08/01/2005 Date Pending FBC Approval 08/09/2005 Date Approved 08/24/2005 ,Summary of Products FL # Model, Number or Name Description 4833.1 —�24ga Gulf Lok Limits of Use (See Other) Installation Instructior Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID_4833_T_Gulf Lok C Design Pressure: PTID 4833_TGulf Lok E Other: Non HVHZ. Maximum Uplift Pressure - PTID 4833 T__Gulf Lok L 81.75psf with fastener spacing=10 1/4 inches PTID 4833 T Letter of C O.C; Maximum Uplift Pressure -96.75 psf with fastener spacing=5 1/8inches O.C.; Min Slope 3:12 19/32 CDX for new construction; Min 15/32 CDX 4 ply for existing structures. Not for use in HVHZ. Install per manufacturers instructions. Back Next http://floridabuilding.org/pr/pr_app_Oti.aspx?param=wGEVXQwtDqu6hk5NGnYY... 11/8/2006 NOTICE OF CGMNMgCEWff sbftof Florida Tria. cmay mal Tine mlu=1p6&hit, initpaa well be nsade to cataixt"xII al „aqd in w t Samoa 713 of the 11111c"3cdr is soed is this NOMCE OF CQbih+11�1 Legg D4*=W=0f �. Z � est- � z� ? • Amoss of1xoputy Wag hmpa G=gr91dc=ipti=ofi . ----men=-Re-roof Owner:- Address: '-2 ownees intruaa na site of tha w r ip s vama= S M d Fee Simple Titbhoidw(if other*=own=): :-- ctor; Gates Roofing Empire,19c. �a 1089 Atlantic Blvd. Atlantic Beach FI 32233 �'"�� e No.247-2228 - • �'� t�l>� ••_ _ . . -Fax No; 247-3920. - : .. ... s>I�r>fany} • Address_ Amount of Bond S. .. .TShFo: Faxes - Name aad address of any parson making a loan fos the owmt vxtinn of the imprvve>aments - Name: Address: Phmc No: Fax No: Mame of person within the State of 1wida, other than hun_selt designated by owner upon whom notid;es or other documents may be served: Name: �csa: Telephone No: Fax No: Tn addition to himsel> owner designates the following person to receire a copy of the Lienor's Notice as provided iu Section 713.06(2)(b),Florida (Fill in at Owner's option) Name: - Address: TelephomY No: Fax No: Expiration date of Notice of Commencement(thc cagirabon date is one (t)year from the date of recording unless a d3$'erunt date is spccrfiedj: THIS SPACE FORRECORDEPt'S USE ONLY OWNER owner Signed: Before mo tris day of of)txryzLl4 Stw= Ofpkwida,bias ap1ea' d Nowy Public at Smog ofFlodds.County of Duval. ►oraoaat$*liardwa: Doc#2006390100,OR BK 13631 Page 306,, , - Number Pages:1 Filed&Recorded 11/08/2006 at 02:49 PM, -' ppidas June 1M,7IW JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 r ,\ SIN CITY OF ATLANTIC BEACH 800 SEIVIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034217 Date 11/29/06 Property Address . . . . . . 292 16TH ST Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 6300 ------------------------------------------------ ---------------------------- Application desc INSTALL/REPLACE WINDOWS - 18 ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- HANDLEY, CHARLES AMERICAN HOME EXTERIORS 292 16TH STREET 3035 POWERS AVE #2 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 739-7739 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 65 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 6300 Expiration Date . . 5/28/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 65 . 00 65 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH ;01PLAN REVIEW SHEET RH� ed to: 1 fstetlerBuilding Department Public Works&Public Utilities Departments Doers 1200 Sandpiper Lane Carper 800 Seminole Road D. Kaluzniak Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 public Safety (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# Property Address Applicant: Project: W This permit application has been: ❑ Approved as noted by the Department. Final application approval must come from the Building Department. / Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requeotingg, them. Building Dept, Public Works and Utility information at top o�f pfe failure to notify the correct department may delay your permit from being issued. . Reviewed By: 3 ='7, - Date: Date Contractor Notified: �� HP Orfficejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Nov 08 2006 3:38PM Last Transaction Date Time Type Identification Duration Pages Result Nov 8 3:37PM Fax Sent 97397769 0:35 1 OK 1 _x R cv E ATLANTIC BEACH rt"'''',, c1T ,Y of ATEA{ TY OF �, . TNG CANE SHUTTERS WINDOWS,SKYLIGHTS,G GE DOORS,HURRI f, Date: sets of plan, (20ets ct approvals and installation instructions with Please submit(2) complete application- Job Address: as Owner: PS \ Phone: Address: O� a Lot Number: Zoning District:mp Legal Description: Block Number: State License Number: Contractor: rnQ ` Phone: S Fax: --�7 4 _ �1'1l el=l Address: b .Zi �� _State P �--�— City: p�, Describe proposed use and work to be done; n. U v.tom Present use of land or building(s): , e o , Valuation of proposed construction: 3 If es,please submit with this Is approval of Homeowner's Association or other private entity required. lZ Y PP application. Required Building Data: Building Width (ft) Building Length (�) Mean Roof Height--(ft) Window Height (ft) Window Width Roof Slope Window Elevation from Grade (ft) Measurement from corner of building to window (ft) Number of windows being installed — Mean Roof Height I -5445 I 800 Seminole Road •Atlantic Beach:Florida www ci atlantic-beach.fl.us 2233 Phone: (904) 247-5800 • Fax: (904) Revised 10/06 Page 1 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 with Uniform Structural Load(psf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. Date: I� Signature of Owner: 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 d supporting data a been or shall be provided as required. U./, Date: 11 LO. -� Signature of Contractor: Address and contact information of person to receiv 11 correspondence regarding this application(please print). Name: ` Mailing Address: r`.�ni 01,✓5 - l y Telephone:g01j`�3a U 1'Q — Fax: 7�3' �� E-Mail: Q40a 4 AS TO OWNER: Sworn to and subscribed before me this day of © / '20Q�v. State of Florida,County of Duval Notary's Signature: MISTY D FAUI.K qrukhffr MY COMMISSION*DU50739b [Personally known WW EXPIRES:ha 16,2010 ❑ Produced identification $M=4153 MwkW NoWy SIWMM II Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ��('� ,20Q _- State of Florida,County of Duval Notary's Signature: AWML MISTY D FAUI.K personally known MY COMMISSION I DDdOTd98 EXPIRES:Jaa16,2010 ❑ Produced identification ��o153 F W8 Nowr 8WV10& we Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Revised 10/06 Page 2 Alk Architectural Testing FILE COPY ASTM E 1886 and ASTM E 1996 TEST REPORT Rendered to: SIMONTON WINDOWS SERIES/MODEL: 07-09 PRODUCT TYPE: PVC Double Hung Win with A9 Reinforcement Rep Tei T Repc Expiratit 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Ak Architectural Testing ASTM E 1886 and ASTM E 1996 TEST REPORT Rendered to: SIMONTON WINDOWS One Cochrane Avenue Pennsboro, West Virginia 26415 Report No.: 62165.02-501-47 Test Dates: 01/17/06 Through: 01/19/06 Report Date: 03/08/06 Expiration Date: 01/19/10 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Simonton Windows to perform testing on three Series/Model 07-09, double hung windows. The samples tested met the performance requirements set forth in the referenced test procedures for a ±60.0 psf Design Pressure with missile impacts corresponding to Missile Level D and Wind Zone 4. Test specimen description and results are reported herein. Test Procedures: The test specimens were evaluated in accordance with the following: ASTM E 1886-05, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. ASTM E 1996-05, Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. Test Specimen Description: Series/Model: 07-09 Product Type: PVC Double Hung Window with A9 Reinforcement Overall Size: 3' 1" wide by 7' 0" high Top Sash Size: 2' 8-3/4" wide by 3' 4-1/4" high Bottom Sash Size: 2' 9-3/4" wide by 3' 5-1/4" high Full Screen Size: 2' 8-3/4" wide by 6' 8-15/16" high Half Screen Size: 2' 8-3/4" wide by 3' 5-3/8" high Finish: All PVC was white. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com 62165.02-501-47 Architectural Testing Page 2 of 10 Test Specimen Description: (Continued) Glazing Details: The sash were exterior glazed with nominal 19 mm (3/4") thick sealed insulating glass fabricated from one sheet of 1/8" thick clear tempered glass outboard, an 11/32" thick sheet of laminated glass consisting of two 1/8" thick clear annealed sheets and an 0.090" PVB interlayer inboard and a silicone foam spacer system embedded in sealant, single sealed. The insulating glass was set against silicone impact sealant and secured with rigid vinyl glazing beads. Weatherstripping: Description Quantity Location 4.7 mm (0.187")backed by 1 Row Sill 5.3 mm (0.210")high pile with center fin 4.7 mm0.187 backed by 1 Row Lock rail,top rail, bottom sash 6.4 mm(0.250 high high pile stiles sides, exterior meeting rail with center fm (interior) 4.7 mm (0.187")backed by 2 Rows Top sash stiles 6.4 mm (0.250") high pile with center fin 4.7 mm (0.187")backed by 1 Row Exterior meeting rail (exterior), 8.6 mm (0.340")high pile bottom sash stiles back with center fin 4.7 mm(0.187") backed by 1 Row Top rail,head insert 9 mm(0.310")high foam filled bulb gasket 10.2 mm (0.400") diameter, 1 Row Lift rail foam filled vinyl jacket with offset base 4.7 mm(0.187")backed by 1 Row Lift rail 15.2 mm (0.600")high C-fold bulb gasket Ak ' 62165.02-501-47 Architectural Testing Page 3 of 10 Test Specimen Description: (Continued) Frame Construction: The PVC frame was constructed using mitered and welded corner construction. Sash Construction: The PVC sash were assembled utilizing mitered and welded corner construction. Screen Construction: The screen was constructed with formed aluminum. The corners were square-cut and secured using plastic corner keys. The fiberglass mesh screen cloth was secured with a flexible vinyl spline. The plastic screen corners of a second screen were perforated to permit drainage. Hardware: Description Quantity Location Metal sweep lock 2 Lock rail, 8" in from each and keepers end secured with two#8 x 1" screws, and mating keepers at the exterior rail secured with two#6 x 1-1/4" screws Plastic tilt latch 2 Top corner of top sash "Impact" tilt latch 2 Top corner of bottom sash secured with three#8 x 7/8" screws Tilt latch reinforcement 2 One midspan of each jamb on ram bottom sash track, next to impact tilt latch secured with one#8 x 2-1/2" screw Metal pivot bar 4 Bottom corner of each sash fastened with one#8 x 1/2" screw Constant force balance 4 Two per jamb system with locking tilt shoes 62165.02-501-47 Architectural Testing Page 4 of 10 Test Specimen Description: (Continued) Drainage: Description Quantily Location 31.8 mm (1-1/4")wide by 2 Exterior face of sill, 6.4 mm (1/4") high weepslot (3") in from each end (with flap) 25 mm(1")wide by 2 Sill/jamb intersection, one at each 6.4 mm.(1/4") deep weepslot end 25.4 mm (1")wide by 2 Sill intermediate leg, one at each end 4.7 mm(3/16")high weepslot 4.7 mm (3/16") diameter hole 4 Bottom rail and keeper rail glazing pocket, one at each end Reinforcement: (Simonton Code A9) The lock rail utilized a 20.2 mm (0.796") by 25.1 mm (0.989") by 1.5 mm (0.060") aluminum reinforcement, reference Drawing No. 60911. The meeting rail utilized a 19.1 mm (0.750") by 12.5 mm (0.492") by 1.5 mm (0.060") aluminum reinforcement, reference Drawing No. RE0044. The top sash stiles utilized a 19 mm (0.748") by 12 mm (0.472") by 1.5 mm (0.062") aluminum reinforcement, reference Drawing No. 56111. The bottom sash stiles and lift rail utilized a 19 mm (0.748") by 22 mm (0.846") by 1.5 mm (0.062") aluminum reinforcement, reference Drawing No. 56109. The top rail utilized a 19 mm (0.748") by 10 mm (0.394") by 1.5 mm (0.062") aluminum reinforcement,reference Drawing No. 16107. Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir construction lumber and secured through the jambs with four #10 x 63.5 mm (2-1/2") fasteners per jamb, and through the head with two #10 x 63.5 mm (2-1/2") fasteners. A nominal 5 mm (3/16") gap was maintained at the perimeter between the buck and window frame. The exterior and interior perimeter was sealed with a silicone sealant. AL 62165.02-501-47 Architectural Testing Page 5 of 10 Test Results: The following results have been recorded: ASTM E 1886, Large Missile Impact Conditioning Temperature: 72°F Missile Weight: 9.6 lbs Missile Length: 8' 0" Muzzle Distance from Test Specimen: 17 ft. Test Unit#1 Impact#1: Missile Velocity: 50.5 fps; orientation within±5° of vertical Impact Area: Center of bottom sash Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass with no penetration. Results: Pass Impact#2: Missile Velocity: 49.3 fps; orientation within f5° of vertical Impact Area: Exterior top right corner of bottom sash Observations: Large missile fractured interior lite of glass. Results: Pass Test Unit#2 Impact#1: Missile Velocity: 50.5 fps; orientation within±5° of vertical Impact Area: Exterior bottom left of bottom sash Observations: Large missile shattered exterior lite of glass and fractured. interior lite of glass with no penetration. Results: Pass Impact#2: Missile Velocity: 50.3 fps; orientation within±5° of vertical Impact Area: Center of bottom sash Observations: Large missile fractured interior lite of glass. Results: Pass Test Unit#3 Impact#I: Missile Velocity: 51.1 fps; orientation within±5° of vertical Impact Area: exterior top right corner of bottom sash Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass with no penetration. Results: Pass Impact#2: Missile Velocity: 50.5 fps; orientation within±5° of vertical Impact Area: Center of bottom sash Observations: Large missile fractured interior lite of glass. Results: Pass AL 62165.02-501-47 Architectural Testing Page 6 of 10 Test Results: (Continued) ASTM E 1886, Air Pressure Cycling Test Unit#1 Design Pressure: ±60.0 psf POSITIVE PRESSURE Pressure Average Maximum Deflection at Indicator(inch) Range (See Number of Cycle Time Note#1) Cycles (seconds) #1 #2 #3 s 12.0 to 30.0 3500 2.3 0.271 0.364 0.252 0.0 to 36.0 300 3.0 0.317 0.507 0.305 30.0 to 48.0 600 2.0 0.385 0.663 0.321 18.0 to 60.0 100 2.5 0.473 0.859 0.406 Permanent Set' 0.156 0.093 0.041 NEGATIVE PRESSURE -7L Pressure Average Maximum Deflection at Indicator (inch) Range (See Number of Cycle Time Note#1) Cycles (seconds) #1 42 #3 . s 18.0 to 60.0 50 2.35 0.359 0.383 0.490 30.0 to 48.0 1050 2.1 0.312 0.311 0.407 0.0 to 36.0 50 1.7 0.258 0.216 0.319 12.0 to 30.0 3350 2.0 0.222 0.164 0.299 Permanent Set 0.030 0.021 0.052 Ak 62165.02-501-47 Architectural Testing Page 7 of 10 POSITIVE PRESSURE Pressure Average Range (See Number of Cycle Time Observations Note #1) Cycles (seconds) s 12.0 to 30.0 3500 2.3 There were no holes,tears or penetrations in the window 0.0 to 36.0 300 2.1 There were no holes,tears or penetrations in the window 30.0 to 48.0 600 2.0 There were no holes,tears or penetrations in the window 18.0 to 60.0 1 100 1 2.5 There were no holes,tears or penetrations in the window NEGATIVE PRESSURE Pressure Average Range (See Number of Cycle Time Observations Note#1) Cycles (seconds) s 18.0 to 60.0 3500 2.4 There were no holes, tears or penetrations in the window 30.0 to 48.0 300 2.1 There were no holes, tears or penetrations in the window 0.0 to 36.0 600 1.7 There were no holes, tears or penetrations in the window 12.0 to 30.0 100 2.0 There were no holes,tears or penetrations in the window Result: Pass Note #1: The pressure ranges given in the tables above are the pressures required per the specification. The actual pressures measured for each set of positive and negative pressure cycles were as follows: Required Pressure Measured Pressure s s 12.0-30.0 5.0-30.0 0.0-36.0 2.5 -36.0 30.0-48.0 7.8-48.0 18.0-60.0 5.0-60.0 Note #2: See ATI Drawing #1 for indicator locations. All three test specimens were pressure cycled in a common chamber. Indicators to measure deflection were only used on Specimen #1. General Note: Upon completion of testing, the specimens met the requirements of Section 7 of ASTM E 1996. 62165.02-501-47 Architectural Testing Page 8 of 10 Test Equipment: Cannon: Constructed from steel piping utilizing compressed air to propel the missile(s). Missile(s): 2 x4 Southern Pine Timing Device: Electronic Beam Type Cycling Mechanism: Computer controlled centrifugal blower with electronic pressure measuring device. Deflection Measuring Device: V dial indicators. Tape and film were used to seal against air leakage during structural testing. In our opinion, the tape and film did not influence the results of the test. List of Official Observers: Name Company Mark Mitchell Simonton Windows Mark Cade Simonton Windows Keith Jenkins Simonton Windows Michael Clay Architectural Testing, Inc. Drawing Reference: The following drawings have been checked by ATI, and are representative of the samples tested: 62165.02-501-47 Architectural Testing Page 9of10 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. This report is the exclusive property of the client so named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. This report may not be reproduced, except in full,without the approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC. Digitally Signed by:Michael Clay agkN Signed by:Steven M Urich Michael Clay Steven M. Urich,P. E. Project Manager Senior Project Engineer MC:jld 62165.02-501-47 Architectural Testing Page 10 of 10 Revision Log Rev. # Date Pa2e(s) Revision(s) 0 03/08/06 N/A Original report issue MODEL DESIGNATION: Simonton Double Hung Series 40-40/40-45 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: Single up to 48" x 80" DESIGN PRESSURE RATING: Anchors: Positive 55.0 PSF Negative 55.0 PSF MASONRY LINTEL N Windows: Design Pressure Ratings Vary; See Corresponding AAMA Test Report or Dade NOA or Florida P.E. Evaluation. USABLE CONFIGURATIONS: X X STUCCO GENERAL DESCRIPTION: The head and side jambs are extruded SILICONE PVC. The wall thickness through which CALK the anchor screw penetrates is a minimum of 0.070". 1/4" MAX. SHIM HEADER JAMB d a INTERIOR SASH TRACK .. a co EXTERIOR SASH TRACK . 1 _ a INTERIOR (D W SASH TRACK •. i� 2 W a .. RAIL L . __J a J _ WEXTERIOR > SASH TRACK (D a .. c NOTE: 1. This Inst( and wher 1 CO and Othe s Z. For insto and sub- length mi a Q 3. All interic 4. See Mon 5. Adjust Tc 48 MAX. OVERALL FRAME WIDTH 6. When the required N O O N 2.0" MIN. 1" x 2" FURRING N O DRYWALL "t 1" x 2" 1" x 6" E L) n FURRING E t o J SILICONE CAULK a) U z a Cf) L' 3" x 3/16" TAPCON (D Lrj TYPE ANCHOR V) L L DRYWALL o --J o O _ rn 1.. x 6., o — 1/4" MAX. SILICONE CAULK SHIM 3 1/2 x 3/16" TAPCON �J TYPE ANCHOR 70 1.25" MIN. EMB. 3 1/2" x 3/16" TAPCON Q) Ln TYPE ANCHOR AD JAMB • . . a� cD SILICONE < N CN CAULK 3 N STUCCO �_ O CN VERTICAL JAMB U 3 o U �O CO 40-40 SILL O En SILICONE CAULK SILICONE CAULK STUCCO INSIDE STOOL SHIM IASONRY o 1" x 2" FURRING z SILL . . O of DRYWALL Z - a LL1 Cf] - Q C7 O �— 7.625" O O = z La Ld 0 1 SILL 40-45 SILL U U C1_1 40-40 SILL SHOWN Z >- SEE 40-45 SILL TO RIGHT o z Cl) O z J E X C) O .- 2 U of Z � < LL as been evaluated for use in locations adhering to the Florida Building Code -e requirements as determined by ASCE 7 Minimum Design Loads for Buildings vrny res do not exceed the design pressure ratings listed herein. V U(SUILDING CONSULTANTS, INC there the sub—buck is less than 1-1/2" (FBC section 1 707.4.4 Anchorage Methods 813.659.9197 1707.4.4.1 and 1707.4.4.2) Tapcon type concrete anchors must be used and the 11 ich that a minimum 1-1/4" engagement of the Tapcon into the masonry wall is obtained. DATE: 5/07/02 <terior perimeter surfaces of the window must be caulked. SCALE: N.T.S. Installation Instructions for additional hardware anchoring if required. DWG. BY: TJH Thor locations, if necessary, to maintain a minimum 2.0" clearance from mortar joints. CHK. BY: R.W. Head Expanders ore used the Installer Must Adiust the anchor length to maintain the DRAWING NO.: S-116R1 embedment into the substrate. SHEET 1 OF 1 NOTICE OF COMMENCEMENT Tax Folio No: State of 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 COM NCEMENT. -- pr Legal Description of property being improved: 1 �C`L`�_'1 1 Cis��C- ` ( Address of property being improved: General description improvements: - Add �ress: C A Owner: - C Owner's interest in site of th improvement: " i ��"(",_ Fee Simple Titleholder(if other than owner): Name: Contractor: CLn 1 Address: I J Telephone No.: �`��\-11�� Fax No: Surety(if any) Amount of Bond$ Address: Telephone 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: Telephone 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: Telephone 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 OWNER Date: Signed: htc�i in the County of Duval,State ------- Before me this -x des;o. Doc 112006385855,OR BK 13623 Page 1806, Of Florida,has personally appe my o8 ,D FAl1LK Number Pages:1 Notary Public at Large,State of MYCOMMIss1oN*DD59rJ% Filed&Recorded 11/06/2006 at 12:26 PM, My commission expires: ExPtRFs:Boa t4�t0 or Known:JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY PersonallyK : "M399-0153 P"Wa Notes Swk�.00m RECORDING$10.00 Produced Identification: Florida Building Code Online Page 1 of 2 fA: 4 _.i wm 3 �Y K.. �4 f. +7 rs. # _,- H - m 8 "IMAIAN E ' BCIS Home Log In Hot Topics Submit Surcharge Stats& Facts Publications FBC Staff B 0 Product Approval USER: Public User 10iPfivD xa Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2004 FL# ALL 'Application Type ALL Product Manufacturer Simonto ;Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Search Results - Applications Go to Page FL# Type Manufacturer Valid FL57-R2 Revision Simonton Windows History Category: Windows Subcategory: Awning FL107-R1 Revision Simonton Windows History Category: Windows Subcategory: Casement FL224-R2 Revision Simonton Windows History Category: Windows Subcategory: Casement FL228-R3 Revision Simonton Windows History Category: Windows Subcategory: Fixed FL229-R2 Revision Simonton Windows History Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies FL4400-R1 Revision Simonton Windows History Category: Windows Subcategory: Casement FL4424_-R1 Revision Simonton Windows History Category: Windows Subcategory: Fixed FL4431_-R1 Revision Simonton Windows History Category: Windows Subcategory: Casement FL5165 New Simonton Windows Category: Windows 10/11/2006 http://www.floridabuilding.org/pr/pr_app_lst.aspx Florida Building Code Online Page 2 of 2 ]Subcategory: Double Hung FL5.16.7_ New Simonton Windows Category: Windows Subcategory: Double Hung FL51.77 New Simonton Windows Category: Windows Subcategory: Fixed ' FL5179 New Simonton Windows Category: Windows Subcategory: Horizontal Slider FL5185 New Simonton Windows Category: Windows Subcategory: Awning FL5187 New Simonton Windows Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies _-E FL5198 New Simonton Windows Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies FL5236 New Simonton Windows Category: Windows Subcategory: Awning Go to Page DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Suncom 277-1824, Fax(850)414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright_and-Disc) Product Approval Accepts: 8obi# ' http://www.floridabuilding.org/pr/pr_app_lst.aspx 10/11/2006 CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r J13�> INSPECTION EMAIL REQUEST: Building-dentgcoabms Application Number . . . . . 07-00000385 Date 3/30/07 Property Address . . . . . . 292 16TH ST Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------------------------------ Application desc IRRGATION ---------------------------------------- ---------------------------- Owner Contractor - ------------------------ ----------------------- HANDLEY HULIHAN TERRITORY 292 16TH STREET P.O. BOX 331268 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 285-8505 -------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . Permit Fee . . . . 50 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . • 0 Expiration Date . - 9/26/07 --------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ----- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. t CITY OF ATLANTIC BEACH r PLUMBING PERMIT APPLICATION '�Jiil�r Date: � 7 d � � Property Address: 2 � Z �(O Owner• r P v1G G r Telephone#• S-/ Q�C f Contractor: / �-r �G „✓ j P�,�, '�or,/ -1-^�. Telephone#: Zy S�cy s o� Contractor Address: / 7 7 4- f(4, Fax#• Contractor Signature: In consideration of permit given for doing the work as described in the above statement,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 City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other *See attached sheet see For Backflow and Irrigation procedures Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 = 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904)247-5845• http://www.ei.atiantic-beach.fl.us Revised 9/06 CITY OF ATLANTIC BEACH CROSS CONNECTION CONTROL BACKFLOW PREVENTER INSTALLATION REQUIREMENTS INSTALLATION: General installation instructions. 1. All devices larger than 2 inch must be installed on hard metal pipe. The metal piping must include all components up to and including the first upstream and down stream underground elbow joints. 2. Assemblies 2 inches and smaller may be installed on PVC pipe. Schedule 80 pipe must be used near trafficked areas. Support brackets and guard posts are recommended. 3. Device assemblies are to be installed a minimum of 12 inches above flood grade. Measurement is to be made from the lowest point of the device. The maximum height of a horizontally installed assembly is not to exceed 60 inches. No vaulted installations are allowed. 4. Vertical installation of DCAs is permitted on fire risers only and only if approved by USCFCCCHR. 5. All Devices are to be installed in a manner to facilitate testing. All valves must be fully operational. All test cocks must be easily accessible. 6. Freeze protection is required for Fire Suppression System Backflow Preventers and is recommended for all other Backflow Preventer installations. Such protection may not prevent the unit from operating or being tested. All Backflow Preventers must be inspected by a COJB representative prior to application of freeze protection. 7. Thermal expansion must be addressed in situations were a device application may restrict such expansion. 8. AVBs and PVBs must be installed a minimum of 12 inches above the highest outlet served. No valve may exist downstream from these devices. 9. CALL MALCOLM CLEMONS AT 247 5839 s • � FHA Form 2005 U.S OE?ARTMENT OF NOUSMG ANO URSAN oEvELOpuENT FEOERAt NOUSiNG ADmiNiSTRAT10N VA Form 26-19$2 For accurate register of carbon copies, form Form Approved Form FmHA 424-2 may be separated along above fold. Staple OMB No. 63—R005; Rev. 4, 77 cumpieted sheets together to original order. Proposed Construction DESCRIPTION OF MATERIALS No. (1u be ansrrtrd G. !/l:i, l i !•,ori (j Under Construction �y Property address .0 D ��C-K.�( City A U4 itIL4— RkA C/1 Stote 4 Mortgagor or Sponsor 4 MAE Name) lAddmsl Contractor or Builder Fn P,-nr; sPs Tnc . P.O. Box 51372 -3/0-?40-1372 Vernon P r e v a t t '�'Te' (AtSdresa, INSTRUCTIONS 1. For additional information on how this form is to be s„bmitted, number required, than the minimum acceptable will be assumed. Work exceed,ny of copies, etc., see the instructions applicable to the FHA Application for minimum requirements cannot be considered unless specifically descr,oec Mortgage Insurance, VA Request for Determination of Reasonable Value, or A. Include no alternates,"or equal" phrases, or controd,ctory items. FmHA Property Information and Appraisal Report, as the case may be. (Consideration of a request for acceptance of substitute materials or sq,, 2. Desc,oe oil materials and equipment to be used, whether or not shown ment is not thereby precluded.) on the drawings, by marking an X ,n each appropriate check-box and entering S. Include signatures required at the end of this form the information tolled for in each space. If spoce is inadequate, enter _ "See mist." and describe under .rem 27 or on on attached sheer. THE USE 6. The construction shall be completed ,n compliance w,if. the •eiavec OF PAINT CONTAINING MORE THAN THE PERCENTAGE OF LEAD drawings and specifications, as amended during processing, The spec t BY WEIGHT PERMITTED BY LAW IS PROHIBITED. cations include this Description of Materials and the applicable Minim- 3. Work not specifically described or shown will not be considered unless Property Standards. 1. EXCAVATION: Bearing soil, type Sandy loam 2. FOUNDATIONS: Footings. concrete mix 2 500 PSI strength psi Reinforcing 214 rods Contin. Foundation wall: material Concrete block Reinforcing I nterior foundation wall: material C o n c r e t e Party foundation wall Columns: material and sizes Piers: material and reinforcing Girders: material and sizes Sills: material Basement entrance areaway Window areaways Waterproofing 006 mi 11 . L201y Footing drains Termite protection Soil treated by bonded applicator Brsetnendirss space: ground cover insulation ; foundation vents Slkrt tel fuundatwns Additional information: 3. CHIMNEYS: Material pre-fab Prefabricated(make and site) Flue lining: material metal Heater flue size Fireplace flue size Vents (material and size): gas or oil heater water healer Additional information: 4. FIREPLACES: pre-fab Majestic WM 36-1 Type:X solid fscQK gas-burning;gl circulator(make and rite) Ash dump and cleanout Fireplace: facing Stone ; Gering ; hearth ; mantel Additional information: S. EXTERIOR WALLS: Wood frame: wood grade, and species 2X4 Hemlock-f � ir-firbracing. Building paper or felt Sheathing Th e ria a PJ_Y_; thickness 1 1/8 f��f width 48 of ; ] solid; ❑ spaced " o. e; ❑ diagonal; Siding R B & B cedargrade 41 type siftfT4 Eexpoture f u ring Shingles grade type size ; exposure- "; fastening Stucco thickness Lath ; weight Ib. Masonry veneer Sills Lintels Base flashing Masonry: ❑ solid ❑ faced ❑ stuccoed; total-wall thickness facing thickness "; facing material Backup material ; thickness bonding Door silts Aluminum Window sills R- S . C erg a r L7ntets son nes Base flashing Interior surfaces: dampproofing, coats of furring Additional information: Exterior painting: material number of coats. Cable wall construction: ❑ same as main walls; ❑ other construction 6. FLOOR FRAMING: foists: wood, grade, and species S- Y- P- lather 1 g t• El f n idging S O 1 ll7 anchors Concrete slab: 0 basement floor; ❑ first floor; [ground supported; ❑ self-supporting; mix thicknesst! l reinforcing #4 re-bar inmiation membrane rank nnl v _ Fill under slab: material Clean sand thickness 16 '. Additional information: Compact soil 7. SUBFLOORING: (Describe underflooring for special floors under item 21.) Material: grade and species 3/4" T&G Plywood size type Laid: ❑ first floor; ❑ second floor,)ffattic sq. R.; ❑ diagonal; ❑ right angles. Additional information: S. FINISH FLOORING: (Wood only. Describe other Finish flooring under item 21,) LocArioN Roosts Gacoa SeXCILa Tmcxrtass Wtorts Bloc. PArsa FiNisN First fluor Second flour Aeric flour sol. ft. Additional information: DESCRIPTION OF MATERIALS 9. PARTITION FRAMING: s S � Hemlock- fir vuJ, Grade, and species - prklf}6nd spacing 9x4 16" n_('_ Other Additional information: 10. CEILING FRAMING: ,Joists: �uud, grade, and species _ S .Y. P. #l Other s e e d ret W i nn R S Bridging c n 1 i H Additional infurmation: 11. ROOF FRAMING: Raftrrs: %%ood, grade. and species see drawings Roof trusses (see detail): grade and species Additional information: Hand frame 12. ROOFING: Sheathing: wood, grade, and species 11 C D X P1 y CH solid; ❑ spaced " oc. Roofing Fiberglass shin les• grade 235 lb. ; size ; type class A Underlay Fe 1 t- weight or thickness 15# size fastening Built-up roofing number of plies ; surfacing material Flashing: material Aluminum gage or weight ❑ gravel stops; ❑ snow guards Additional information: 13. GUTTERS AND DOWNSPOUTS: Cutters: material gage or weight size ; shape Downspouts: fhaterial gage or weight size shape number Downspouts connected to: ❑ Storm sewer; ❑ sanitary sewer; ❑ dry-well. ❑ Splash blocks: material and size Additional information: 14. LATH AND PLASTER Lath ❑walls, ❑ ceilings: material weight or thickness Plaster: coats ; finish Dry-wall N walls,[N ceilings: material et T� ; thickness.— ; finish spray Joint treatment—._Taped 15. DECORATING: (Paint, wallpaper, ek.) Roots WALL FtNuN MATLtAL AND ArrucATtoN CuuNo FINnsN MATLaIAL AND ArrucAT10N Kitchen 2 coats latex R r ay Bath it of Other t to �� n Additional information: 16. INTERIOR DOORS AND TRIM: Door: type—_ Flttsh ; material T.ttan ; thickness 1 318" Door trim: type—2-�" m 1 d material fir Base: type M1 H _ material fir1 1 1 G" size Finish: door -q f n i n R a a l a r trim s t a i n R, c P a l a r Other trim (lira,ape and location) Additional information: T ntt;rorori hi —folri rionrc of CI.ASPtS 17. WINDOWS: Windows: type S.H. Bronze make Klnco materiabaluminum ; sash thicknes� 3/4 Glass: grade _itl$j)_l a t e— sash wei hu balances, t ❑ s , ❑ rte— s�L-n$ ; head flashing aluminum Trim: type material Paint ; number coats Weatherstripping: t pe felt material Storm sash, number Screens: C] full; half; type a 1 un i n um number 1 e aeh screen cloth material f i be r Q 1 a s S Basement windows: type material screens, number ;Storm sash, number Special windows Additional information: 18. ENTRANCES AND EXTERIOR DETAIL: ,, /.— Main entrance door: material S .C. Flush width_ ; thickness�22'• +Frame: material fir thickness 5/4 •' Other entrance doors: material S.C. f 1 u ah width 2 tt—81; thickness-L 31 rame: material fir thickness 5/4 " lfcad flashing alum. Weatherstripping: type vinyl saddles alum, Screen doors: thickness "; number ; screen cloth material Storm doors: thickness "; number Combination storm and screen doors: thickness "; number ; screen cloth material Shutters: ❑ hinged; ❑ fixed. Railings Attic louvers Exterior millwork: grade and species Paint number coats Additional information: 19. CABINETS AND INTERIOR DETAIL: Kitchen cabinets, wall units: material wood ; lineal Ceet of she,@@ dw$.-shelf width 1211 Base units: material wood ; counter top Lam. *plastic ; edging lam. plastic Back and endt.0ak plastic Finish of cabinets stain & seal number coats 2 e o a t Medicine cabinets: make Miami Cary ; m dd . louvered wood Other cabinets and built-in furniture Vanity with lam, plastic tops Additional information: 20. STAIRS: _ STAIR TaeAus Rtssas STUNG; HA`weLAIL BALUST[Ka Material 'nikkneu Material •ntickness Material Size Material Size Material Size Basement Main 1- 1 1- 5/8 #1 2x6 1 . 2 x2 Attic Disappearing: make and model number Additional information: 2 21. SrCE ,IAL FLOORS AND WAINSCOT:ili ., , bt. (.,,rprr lr.�Ied ire Certified Proi...cts Uirecturo I�liu,• MAnaiAL, Cvusa, BUauu, Size, C:Act, ETC. THar-aHoLD WAt.t Bwat t_nOt.it,A,a MAnatAt MATtaint Mwrtaia n hiichrn Balt, �e amlc ti e marble ar. tile FF_I_ �l.^..•��•—� MArt.L, , Ctw., Bt NL N, l�,.r Silts, GAut, ETC. HLICHT Hucmr Fiticrl ,� Snu,.ta — _-- O.ta Tus IFao. FL,,..., Bails eramic tile tuh and shower 1, , i Ba1hrUUln actcssorirs- aRete»ed; matcrAa2"rp=$rnj (` , number4 ; CAttached; material number Addutunal inlurm Atiun. 22. PLUMBING: Fixivat Nuusta LwlcsrioN MAaa Mrr'a FixTUat IDENTIFICATION No. Sizt CA)wa Sink Lavatory It tF whitp Water closet ? of to Bathtub_ „ rLopis r, Shower over iubA 1 ,t Stall shower0 4# to 2 dy Laundry trays A© Curtain rad A❑ Door [�Shower pan: materul ver 1 Water supply: a public; ❑ community system; C] individual (private) system.* Sewage diapuul: [N public; ❑ community system; ❑ individual (private) system.* *Shaw and dquibe individual rystem in oorriptrtr delad in rrparate drawirtjr and ipeci icatiwu arcading to requurmrn/s. Houac drain (inside): ❑ cast iron; O tile; ❑ other PVC House sewer (outside): ❑ cast iron; ❑ tile; ❑ other Water piping: C] galvanized steel; C] copper tubing;n other Sill cocks, number Domestic water heater. type e 1 ec I-r i c make and model heating capacityhigh rec. gph. 100' rise. Storage tank. material g 1 a s s 1 i nPd capacity 42 gallon Gas service: p utility Company; ❑ liq. pct. gas, ❑ other Gas piping: ❑ cooking; ❑ house hcatinf Footing drains wruicttcd to. ❑ storm sewer, ❑ saniury sewer; p dry well. Sump (lump; make and model ; taprcuy discharges into 23. HEATING: p heatD p ❑ Ilot water. ❑ Steaam r Vapor r❑ once- ipe iyi eh,. ❑ Two-pipe system. ❑ R.sdiatuta. ❑ Convectors. ❑ Baselxsard radiation. Make and model Radiant panel ❑ floor; ❑ wall; ❑ ceiling. Panel coil: material ❑ Circulator. ;] Return pump. Make and model ; capacity gprr Boiler: make and model Output 81uh., net rating Btul Additional information deS lgned by heating engineer Warm air ❑ Gravity. [j Forced. Type of system air t0 air heat pump _ Duct material: supply ga 1V. return ga 1V• Insulation fiber thickness 1,t ❑ Outside air intakt Furnale. makr and model Inlg, ass ' Btuh.; output Haut Additional wlwniatiun: ❑ Space hcatcr; ❑ floor furnace; ❑ wall heater. Input Bsuh.; output Btuh.; number units Make, model air handler Additional information: Controls. make and types wall thermostnt Additional information: Fuel: ❑ Coal; (:1oil. ❑ gas; ❑ hq. pet. gas; ❑ clmlric; ❑other storage capacity Additional information: Firing equipment furnished separately: ❑ Gas bumer, conversion type. ❑ Stoker: hopper feed ❑; bin feed ❑ Oil burner: ❑ pressure atomizing; ❑ vaporizing Make and model Control Additional information: Electric heating system: type Input watts; @ volts; output Btuk Additional information: Ventilating equipment: attic fan, make and model capacity c6r kitchen exhaust fan. make and model Othcr hcawig, ventilating. or cowling equipment _ 24. ELECTRIC WIRING: Service LN overhead. ❑ underground. Panel. ❑ fuse but, (X circuit-bleaker; make AMP's 225 No. cart wts— Wiring (] tonduit. ❑ armored cable; ❑ nunmrtallit. trble, ❑ knob and tube; ❑ other spirt WI uudela. CKrangr; ® water hcatcr; C] )tile[ washer . dryer & A.C. Q Doollirll (_3C:himcs. Push-button hxatiuns_ front doInr Additional information: 2 Smoke alarms 25. LIGHTING FIXTURES: Total nunil,rr til fixtures_ l'utal alluwantc for fixtures, typical installation, S 250.00 Nomy1mal utslallaliun_ Additional uslurmatiun 2 smnka al arms DESCRIPTION OF MATERIALS 26. INSULATION: Lucwric INusticss MATERIA(- Tm. AND NicrMoo ()r INSTALLATION VAPOR BARRIER Roof Coling b fiber_, lass batts R-19 kraft \ti all ' R-11 Floor I i 27. MISCELLANEOUS: (Describe any main dwelling materials, equipment, or construction items not shown elsewhere;or use to provide additional information where the space provided was inadequate. Always reference by item number to correspond to numbering used on this form.) z, Allowance for floor coverin2, except ceramic ti le in ba th hi,r includinp- stair HARDWARE: (make, material, and finish.) Wiser Antique Brass SPECIAL EQUIPMENT: (State material or make, model and quantity. Include only equipment and appliances which ore accept- able by local law, custom and applicable FHA standards. Do not include items which, by established custom, are supplied by occupant and removed when he vacates promises or chattles prohibited by law from becoming realty.) Aiiowance for purchase -or dropin range, range hood and dishwasher $900.00 PORCHES: spe drawings TERRACES: Concrete GARAGES: 7 rar– rnnrrata f I n n r iii hrl r- 1 1,[CL-�'��GSSbOS 1 6 ' Y7 ' n_ N G car door WALKS AND DRIVEWAYS: see plot plan Driveway: width ; base material ( 00C - thickness A 11• surfacing material Conc. ; thkksses. " Front walk: width ; material conc. thickswu 3 ". Service walk: width ; material_; thick— " Steps: material ; treads "; risers . Cheek walla OTHER ONSITE IMPROVEMENTS: none (Specif al.rztertor onsite impromments not described rlsewAere, inclstding items such as anusual grading, drainage structures, retaining ruaUs,fim",railings, and accessory structures.) LANDSCAPING, PLANTING, AND FINISH GRAD040: Topsoil—" thick: C1 front yard: side yards; C3 rear yard to By owner feet behind main building. Lawns (meded,sodded, or sprigged): ❑ front yard ; ❑ side yards ; O rear yard Planting: ❑ as specified and shown on drawings; ❑ as follows: Shade trees, deciduous. " caliper. Evergreen trees. to B & B: Low flowering trees, deciduous, to Evergreen shrubs. to B & B. high-growing shrubs, deciduous, to Vines, 2-year Medium-growing shrubs, deciduous, to Low-growing shrubs, deciduous, to ' IDINTI►IGTION.—This exhibit shall be identified by the signature of the builder, or sponsor, and/or the proposed mortgagor if the latter is known at the time of application. Dater �) Jj/Yt�L'Zt �fl�f Signature Signature ignature VA Form 26-1852 Form FmHA 424-2 • U.S.GOVERNMENT PRINTING OFFICE: 1979--311-645/1017 (6-79) CITY OF ATLANTIC BEACH, FLORIDA Approved by----] APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: - 19� 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 FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME - J.JT- ADDRESS: / t� -J RFD BOX BLDG.SIZE BETWEEN:S r1V1`ti k ' �C 1-40 RES. APT. ( 1 comm. ( 1 PUBLIC ( ) INDUS. ( ► NEW OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( 1 TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( 1 FEE Lk CONDUCTOR SIZE AMPS ZCO��P��PjjER ( 1 ALUM. 0V s RACEWAY SWITCH OR BREAKER �� AMPS PH W � 6 OLT 3 EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS. 1 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ —f TOTAL FEES Y �� r UTILITY AGREEMENT (Water and Sewer) THIS AGRa=, made and entered into this 26th day of February 1986 , by and between the City of Atlantic Beach, Florida, a municipal corporation, hereinafter referred to as "City", and Winters Enterprises, P.O. Box 51372 Jax .FL and its successors and assigns herein referred to as "User", WHEREAS, User owns land in Duval County, Florida, described as follows: 292-16th Street, Lot 5$6, Block 7, Atlantic Beach Parkway II and WHEREAS, User plans to develop said land by constructing 1 buildings, 1 residences and/or other improvements thereon consisting of a single family home and WHEREAS, The City is the owner of a water plant, water distribution system, sewage treatment system and sewage collection plant in the vicinity of the above described property; and 1,R-EREAS, User will need water and sewer service, and User desires City to furnish same; and WHEREAS, City is willing to operate such water and sewage treatment system so that all buildings constructed on User's property by User may have furnished to them water and sewer service, subject to all terms and conditions of this Agreement, NOW, THEREFORE, in consideration of the premises and other good and valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, the parties hereto agree as follows: t (2) 1. Upon the term and conditions herein contained, the City agrees to provide potable water and domestic sewer services to the User's Property. The term "domestic sewage" used in this paragraph and referred to throughout this Agreement is defined as follows: Human waste including liquids and solid matter carried from plumbing fixtures normally carried off by drains and sewers, and except where specifically excluded bath and toilet wastes, laundry wastes, kitchen wastes and other similar wastes. It does not include commercial or industrial waste. 2. City agrees that after User has connected to the system, thereafter City will provide, at its costs and expense, but in accordance with other provisions of this Agreement, including rules and regulations and rate schedules, sewer service and water service to User's Property in a manner conforming to reasonable requirements of public governmental agencies having jurisdiction over City's water and sewer operations, 3. User shall, at its costs and expense, install all of the potable water distribution and domestic sewage collection lines which may be required on User's property, including engineering cost, to connect City's plant to; the User's property, and all other facilities necessary to make it possible for the City to provide adequate potable water and domestic sewage service. If buildings more than two stories in height are constructed on the User's property, the User, at its own expense, agrees to furnish to the City'any equipment which may be necessary for pining potable water to the additional height with associated back-flow preventers, (3) At all times during the construction of the potable water and domestic sewer lines and related equipment, the City shall have access to the construction and the right to inspect the construction to insure that the lines and related equipment are being installed in accordance with the plans and specifications approved by the City. User shall construct the domestic sewage disposal lines in such a manner as to insure that no water from air conditioning systems, ice machines, swimming pools or any other form of condensate water shall flow into the domestic sewage disposal lines of the City and nothing other than sewage in its strictest sense shall be discharged into the domestic sewage disposal system of the City. City shall inspect all connections made by contractors, plumbers, builders, etc. to any portion of the sewer system that discharges into the sewage collection system owned or operated by City or contemplated to be owned and operated by City under the terms and conditions of this Agreement prior to being covered up. City shall only be obligated and will only provide water and sewer service to User's property upon 100% completion of all terms and conditions of this Agreement, 4. User shall pay a planning and inspection fee in order to defray all actual costs to City of preparing and executing this Agreement, including any attorney's fees; and conducting the inspection and testing of the installation of the User's Extension; and all other administrative costs incident to accepting the User's extension, Said fee shall be equal to one half of building permit fee, 5. User shall pay City a "Sewer Impact Fee" of $1,035.00 per residential unit and a water impact fee of $10.00 per fixture unit/or as otherwise (4) provided in the City's Code of Ordinances, 6. The City shall provide water and sewer service to User's property upon payment to City of the standard meter charges as provided in the City's Code of Ordinances ($85.00/ 5/8 x 3/4 inch meter) , 7. Payment of the Sewer Inpact Fee, Water Impact Fee, Plarnzing/ Inspection Fee and Water Meter Charges, shall be made in full at the time City approves the plans. 8. In the event, at a future date, City's charges, rate schedules or fees are revised, subject to the operating rules and regulations and approval of governmental authorities having jurisdiction, then in that event, User and/or assigns shall pay the charges, rates or ,fees then in effect on date of payment, 9. Hydraulic share of main extensions-payment or refund; User recognizes that water or sewer utility service to th User's property is provided by the use of a main extension and other improvements constructed by a prior developer and that User is obligated to refund to said prior developer User's share of the cost of said main extension or other improvements, Accordingly, User shall pay its pro rata share of the cost of said main extension or other improvements to City. Said pro rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be $ N/A With respect to utility facilities installed by User to which -future developers connect directly, and in consideration for monies expended by User toward said facilites, City shall refund to User, or User's successors or assigns, solely from monies collected from said future developers, said future developer's pro rata share. of the cost of said £aci;ltties, Said refunds shall be calculated on the basis of the hydraulic capacity and demand of said future developer whenever feasible, The refund obligation of City hereunder and the benefits to User related thereto shall expire five (5) years from the date of execution of this Agreement, Said refund shall be made to User within sixty (60) days of the receipt of; payment by City from a future developer, 10, If any damage is done by User, its agents a or employees to the existing potablO water lines or domestic sewer lines of City or other utilities CATV, electric, phone, or the potable water lines or domestic sewer lines installed pursuant to this Agreement, during or after the installation thereof and by reason of construction work, User shall at his expense, make such repairs as are required to restore said potable water or domestic sewer lines to the condition which existed before such damage occurred, but in the event User does not restore said potable water or domestic sewer lines (but this clause shall not be construed as to require the City to make such reparis or restoration) , User shall provide the City and its agents adequate access and facilities for the makanc; of said repairs, All costs incurred by the City in making such repairs shall become immediately due and payable and shall be considered in all respects the same as if said charge had arisen in connection with the rendition of the regular services of the City, 11. Notwithstanding any provision of this Agreement, the City shall have no obligation to provide sewer services to any customer producing sewage which is unusually burdensome, unusually costly to process or substantially detrimental to the sewage system. 12. This Agreement shall be beinding upon the parties hereto, their successors in interest, grantees, transferees and assigns. In the event User transfers any part of the User's property, it will cause its transferee to comply in all respects with the provisions of this Agreement. 13. In the event the City sells either its sewer treatment plant or collection system or its water treatment plant or water distribution system to any governmental body or any other purchaser, then, in such events, this Agreement shall terminate as to the City on any protion sold and all of its obligations or liabilities hereunder shall cease and determine for that portion sold. 14. The City may shut off the water to the User or any other person and refuse to accept sewage from the User or any other person if the User or any other persons shall fail to pay any sums due hereunder when the same becaue due and payable. Nothing herein contained, however,. not any action taken by the City in pursuance hereof shall impair any other remedy which the City might have, at law or equity, for breach of this Agreement by Owner or any other person. 15. City does not guarantee an uninterrupted supply of water for any . purpose or water at any particular pressure for arty purpose and reserves and shall have the right to shut off the water in its main at any time for the purpose of making repairs or extensions or for other purposes incidental to its water supply and will not be responsible for any damage caused by low pressure. City shall have the right to turn off water service at the main where the User has been found to be useing water illegally, and to assess a fee for restoration of service. 16. The City shall have the right to assign and transfer this Agreement at any time provided, however, that no such assignment or transfer shall impair the rights or increase the obligations to the User or any other person pursuant to this Agreement. (7) 17. Unless sooner terminated as provided herein, the initial term of this Agreement shall be 15 years. After the initial term of 15 years from the date of the execution of this Agreement, the terms of this Agreement shall automatically be renewed for successive terms of five (5) years each, unless written notice of termination of this Agreement is provided by either party hereto, not less than ninety (90) days prior to the commencement of any such renewal period. 18. It is expressly agreed and understood between User and City that there are no other written or verbal agreements applicable herein between User and City. 19. This Agreement may be amended and modified from time to time as necessary by mutual written agreement of the parties hereto. IN WITNESS WHEIMF, the User and the City have caused these presents to be executed the day and year first above written. Signed, sealed and delivered in the presence of: (Lu ' User Witness City 6f Atlantic Boa•Y,. ! Witness DEPARTMENT OF BUILDING ,�,�'jj CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 7"O2 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 4/1.5 19 86 40050 T. 1362 40r50CKT Valuation$ Fee$ 4 S R.SO 1 7502 4/15/of This permit not valid until above fee has been paid to City Treasurer,and is 1 382 ( 1 4/15181 subject to revocation for violation of applicable provisions of law. 10001 This is to certify that P.W. Fair Plumbing 11170037503 has permission to)%U Install Plumbin i Classification Residential j Zone Owned by John SQ0Z John Tas i Lot_ 5 § 6 Block_ _S/DAB Parkway II C House No. 292 — 16th Street According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS I AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE —♦ �♦ Z 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 con- tra for or owner. Building Official. FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER i i CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 249-2395 JOB LOCATION PLUMBING CONTRACTOR F. W. FAIR PLUMBING COMPANY LICENSE NUMBERS mP145 State RF0037503 OWNER A;'�'';�' ��fe/'O/`i S<f BUILDING CONTRACTOR AO;A)lee �,�J��r®/j'SeS TYPE OF BUILDING SINKS _SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT X$3 . 50 + $10. 00 DATE ,� /a�/�� ICTAL A2 1 0UrIT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. • CITY OF > atic Peas( - �74u_�(4 716 OCEAN BOULEVARD P.0.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 June 23, 1986 Pre-Service JEA 233 West Duval Street Jacksonville, FL 32202 The following final inspections have been made and are satisfactory: Permit #4802 - 292 16th Street Permit issued to Brooks $ Limbaugh Electric Permit #4809 281 15th Street Permit issued to Brooks & Limbaugh Electric Sincerely, 01L �l Hilary hompson Building Department C�rrtif iratr of Orrapattry CITY OF oft"lifC- &aA- RW& 43rlpttrtmpnt of "Building 3nopprtion This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Bldg.PermitNo. 7w5y01 _ _ Group _ Type Construction Framo Fire District., Atlantic Beach _ Owner of Building jQ1111 SOON O n TAS-l—Address_— Buildingnddress. 292 ]6th Std Locality At S!iC Beach Parkway IS By*. o s -- Hilary Thclilr�sr_* _ Wilding Oficial Date: 9 POST IN A CONSPICUOUS PLACE INSPECTION LOG JOB ADDRESS CONTRACTOR OWNERBUILDING PERMIT-PERMIT 5 DI ELECTRICAL PERMIT CI8 Da PLUMBING PERMIT SCS Z TEMPORARY POLE PERMIT MECHANICAL PERMIT _7'5 D 3 MISCELLANEOUS PERMIT FLOOD ZONE DATE SURVEY FILED Called-In Approved J .E .A. Temp Pole Footing Slab Framing q Plumbing (R) o ab�. Electrical (R) Mechanical a3 Fireplace Top out Other Electrical (F) &)ab FINAL INSPECTION &I an Lai Certificate of Occupancy Issued COMMENTS : 1TY pF G �earA-� tlildin9 011icial QutESTtFpRINSPECTION gOoZ RE permit No. District No• "'1•`� P.M• lily Date 1 •lime, 1_X11 MECHA AL Received J 'l5 ❑ Contractor PLUMBING pir.Gond•& ddress ❑ Hearing ❑ Job A ELEC'fRICA o Rough ❑ pireplece CONCRETE Rough Wiring Top Out pre Fab Owners ❑ A•►� Name ❑ Temp pole p.M• BUILDING ❑ Footing ❑ slab ❑ READY FOR INSPECTION Friday FRrem�9 ng ❑ lintel Thur Wed Tues. Final In5P1On CY Certificate of Occupancy InsP�1On Made ✓ Date Inspector ,- -3 113, No.__S/ �. ERM P 44nC�SO U`�'0\NG ul` t of e oR�OP Q Cwc y R-TM�N�\ INC of PT\-�Nd ��O ON``� `�518Ep05 N j 17ate � a;s 1 1ctty�`�a bin QyJ co togs\ons°( \ �cJ'bOVY;O�on o4 aQPUc'A Q r,0A 4O V �� IVI s NO Qetcn o te"O�'� I7'n snb)�t t t° cetdFy tba II `;lea`t' a II \IV's 1S Insta Z°ve �✓ pax�vl ,O to S S \ \bas p Reslaen Jelin �a B�Ock $R1�_ Soo I L �o� �sz cat'O� b"n it L � G,ass�fi 3e StY et °4 c1i's perm oc, --0,oA R�pok3RO�'v \\ ` p�nea by 16tt' ie pati IAO N� F BtivoSIX' SS its \� L°t 292 laps�b'cb a SLG ER I�R��t bb's'a eap a ead \ °ase lyO. t° apps°vea p 4 p.F�Latet�a�,ust °t bb c�eaCori, e \\ Acc°c B''As"bis `Nice, a a�bY e�tbet \ 2� fico4' b>>,sQ;ea away \ p d bao pet. pQ ab pt °`p An 0 Cal. \ is aL Ot BJJdtnS eelt G °PSS NUM US Ae\tAG p\U \ EL S��ER PIER BUILDING AND ZONING INSPECTION DIVISION 163 CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. �R� LOCATION Street Address: // y� OF Intersecting Streets: Between St��+�MI A'Ob )I— And -5 4_1 BUILDING / Sub-divisionC- II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement we hereby agree to perform said work in accordance with the attaciLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) Master Name of Property Ownerwthd-c-gs I Eno )5 1 C Signature of Owner Signature of or Authorized Agent Architect or Engineer III. GENERAL INFORMATIO A, Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE? T� ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF VES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. 1dECMANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) ❑ Residential or ❑ Commercial Heat ❑ Space ❑ Recessed Central O Floor ❑ New Building Air Conditioning: ❑ Room [ Ce trel ❑ Existing Building Duct System: Material D / Thickness ❑ Replacement of existing system Maximum capacity c,f-m, ❑ New installation(No system previously installed) ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity 9•P•rn• ❑ Fin sprinklers: Number of heads_ ❑ Elevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumper (number) (Re@ iwd) ❑ Tank: (number) Remarks ❑ LPG contains K (number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity w roving Number Units Description Model Number Manufacturer (Tons) ry BEATING - FURNACES, BOILERS, FIREPLACES Capadty ApprlrtioR Number Units Description Yodel Number Manuf (NM) A41bey J TANKS How Many Nominal Capacity Type LUIWd Name at Serial Approving and Dimensions Contained Manufacturer No. Agency DEPARTMENT OF BUILDING C O CITY OF ATLANTIC BEACH,FLORIDA PERMIT No. 7501 PERMIT TO BUILD P85'7a t 2"5.75CKTP THIS PERMIT MUST BE POSTED ON JOB 9564 1 A MUM Date 2/26 19 86 7501 •00CA 9364 1A 3/03/6 76 320.00 285.75 IC00 Valuation$ � Fee$ This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that Sinters Enterprises CBC 013061 P.O, Box 51372, Jax, FL 32240 has permission to build Single Family Residence Classification Residential Zone RS1 Owned by John Soo/John Tasi Lot—5 & 6 Block 7 S/DA! Parkway II House No. 292 - 16th Street According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE 'r—0 O Building material, rubbish and debris - from this work must not be placed in public space, and must be cleared upend hauled away by either con- tract r owner. ding Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER �9.2 /6 a CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT ..TorfAl -S,o Owner Address 2 i SA /►V�iyv 1-,- l�y zip L j i Phone 1 y�- 1 z o Architect Address zip Phone Contractor v✓i�vT�i?s-��vT: Address Q, /,�ox �'/,7 zip-31 Z y6 Phone,,yc- 7 5J-L Contractor's License Number G J3 C U/ ;3 o G/ Expiration Date 4 •j o- Copy on File Lot # Block or Section # 7 Subdivision /4 QW/A Zoning Street_& 1G ��/ Betweer /"J/Nod /7d. and DG.EA.v —V/7, side -SauTfl Valuation $ y d o Type of Construction to o Purpose of Building jdtj j //y Number o Units G"Nk� Fireplaces Utility Service: Water C 7`y Seaer_c / ril _ If the City if providing water or sewer service, 'do we need to make taps?. IZ Dimensions: Building jy Lot ��O �/oo r Size Footings N1aNa, S.L �3 Sz. Piers Sz.. Sills Greatest Span Sills Sz. Ceiling Joists 2X/a Distance on Centers 14 Greatest Span Sz. Floor Joists ;I-X w Distance on Centers /e- Greatest Span /L ' Sz. Rafters Distance on Centers ,�y Greatest Span ,Z z Method of Heating-&g;�� Solid-Filled Ground ��S Roof Flood Zone If located within a FLOOD HAZARD coorTlete 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 footings. 2. When steel is in place and ready to pour columns/lintel. 3. When steel is in place and ready to pour beam. 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. Rear In case of rejection, reinspection MUST be called for after Lot Line in corrections are made. -� = In consideration of permit given for doing the work as described in the above statement, we w 9=p" F'- hereby agree to perform said work in accordance m with the attached plans and specifications, which are a part hereof, and in accordance rt with the building regulations of Atlantic Beach. Signature Owner �'• �J Signature Contr ctor v� Front e r FLOODPLAIN DEVELOPMENT INFORMATION Type of Development :' New Building Alterations to Existing Building Flood Zone Required Floor Elevation Actual (as built)Lowest Floor Elevation If located within a flood hazard zone (zone A) a survey must be made after the slab has been poured, certifying that the "lowest floor elevation" is equal to or a ove the base flood elevation established- for that zone. No Final Inspection will be made and No Certificate of Occupancy will be issued until the survey is on file with the Building Department.- COMMENTS epartment:COMMENTS Applicant acknowledgement : I, understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No, 25-7-11 and all other laws or ordinances effecting the proposed developemnt. Date Applicant 's Signature ----------------------------------•----,--------------------------------- Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation Building Department Representative Address . Heated Square Footage (� �' @ $ DO per sq ft = $ a a , cc Gamed �/� C @ $ 1 g . D0 Per sq ft = $ C)0 Carport�Por h'� rl 7 @ $ ,C--, per sq ft = $ `�1�Co . On Deck@ $ per sq ft = $ - Patio C @ $ per sq ft = $ R 3 OO TOTAL VALUATION: $ 3 D-0 C� J6 ,-�>xo. oc) ► ate . 0 $ ) ae"so Total uation 1st $ 50 o ego. ay a& ,z-mo o. (7) 53 0 $ 5y. coo Ranainder Valuation -.—rcper thousand or portion thereof --------------------------------------------, Total Building Fee $ ?-)0 . G ADDITIONAL PERMITS and/or FEES REQUIRED + z Filing Fee $ 9© a Mechanical Fireplaces @ 15.00 $ )5, O o Plumbing BUILDING P=T FEE $ Electric/New '------------------------------------------------- Electric/Temp LZ Septic Tank BUILDING PERMIT $ g Well WATER METER CHARGE $ 5 . 00 Swimming Pool SEWER IMPACT FEE $ 1 35 . 00 `Sign WATER IMPACT FEE $ C Water Connection MISCELLANEOUS $ Sewer Connection `� $ Water Meter $ Elevation Certificate GRAND TOTAL DUE $ I `�"� S ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES CITY OF.' - i4&waic Becc4-&74M-c& Office of Building Official REQUEST FOR INSPECTION Date �r / Permit No. Time q Received l p P. District No. Job Address Locality Owner'sC><t -� Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING / MECHANICAL Framing Footing Rough Wiring E Rough L Air.Cond.& ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Lintel Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. / N ) Thurs. Friday P.M- Inspection Made ' ` P. Inspector - ��n❑ Certificate of Occupancy Date CITY OF lQIrp 4&6a4c Beads-dV&u-k o,,) F 2D iu-r (16 wtf Office of Building Official C4(r_S i/clIOR6F'F,P41, I / REQUEST FOR INSPECTIONLA�S7A«F_D 6ti Date y/J �/ R. Permit No. /K` '` Time jC/7 Ate. Received 7 i^.�J /�—n{n�� District No. Job Address lity Owner's /1 Name Contractor l v t 7 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing le'/ Footing ❑ Rough Wiring Car Rough ❑ Air.Cond.& Re Roofing ❑ Slab ❑ Temp Pole 0 Top Out Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. /_Ld➢II_— Tues. YW�ed._ Thurs. Friday P.M. Inspection Made Inspector — v"" Final Inspection❑ Certificate of Occupancy Date PLUMBING WORKSHEET I SINKSy SHOWERS DISHWASHERS i- CLOSETS BATH TUBS FLOOR DRAINS WASHING 11ACHINE ' WATER HEATERS 0 DISPOSALS LAVATORY �- URINALS O OTHER TOTAL FIXTURE COUNT FIXTURE UNIT BREAKDOWN FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT $10. 00 PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 1 � BATHROOM GROUP CONSISTING OF LAVATORY (1 UNIT) WATER CLOSET, LAVATORY, AND O BATH TUB OR SHOWER STALL SERVICE SINK TRAP STAND (6 UNITS) (3 UNITS) DRINKING FOUNTAIN ( UNIT) O URINAL, WALL LIP FLOOR DRAIN (1 UNIT) (4 UNITS) WASHING MACHINE RES. URINAL, PEDESTAL, SYPHON (3 UNITS) JET BLOWOUT (8 UNITS) WATER CLOSETS, VALVE OPERATED WATER CLOSETS, TANTK-OPERATED (8 UNITS) (4UNITS) C1 SHOWER STALL, DO1•fESTIC BATHTUB (W/OR W/O OVERHEAD (2 UNITS) SHOWER) (2UNITS) �_ LAUNDRY TRAY BIDGET (3 UNITS) (2 UNITS) DISHWASHER (.2 UNITS) KITCHEN SINK2 UNITS) S) KITCHEN SI\K/t-.ASTE GRINDER (3 UNITS) I9 TOTAL FIXTURE UNITS @ $10.•00 EACH ' 0 S—' FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTIONp `S _ ..w.. SECTION 9—RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES FORM 900-A-84 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9 of the Energy Code. An alternative to this method for single-family detached dwellings, and multifamily attached dwellings of three stories or less, is provided in Section 10 of this Code.Only dwellings which are above ground frame(wood siding, brick veneer,etc.)or concrete wall type construction may be calculated using Sections 9 and 10.Other types of construction must comply under Section 4 or Section 5 of this Code.Additions to existing residential buildings shall comply with the requirements of Section 10 of this Code.Detailed information on how to complete this form may be obtained from your local building department or the Department of Community Affairs, Energy Code Program,2571 Executive Center Circle East,Tallahassee, Florida 32301. PROJECT NAME U}f N f Un PERMITTING OFFICE: AND ADDRESS: ,( D L n /� L T4 5— 40CIRCLE CLIMATE ZONE: 1 2 3 BUILDER: ^ _ 4 1?--f EA1 7kZ-71 .212PERMIT NO.: OWNER: HN S D!D JURISDICTION NO.: 1 / (/ n n GLASS AREA AND TYPE IF MULTIFAMILY, NO.OF UNITS DETACHED COVERED BY THIS CALCULATION: CLEAR TINT,FILM,SOLAR SCREEN L—J SEPARATE CALCULATIONS ARE REQUIREDFl=SGL F= SGL FOR EACH WORST CASE UNIT TYPE.CHECK IF ❑ ❑ ATTACHED THIS CALCULATION REPRESENTS A WORST ® DBL Tl DBL CASE CONDITION. NET WALL AREA AND INSULATION CONDITIONED CEILING INSULATION CBS R= +FRAME R= FLOOR AREA UNDER ATTIC SGL.ASSEMBLY m.❑ r 3 �Y.pd R= `rC/ .H R– m.❑ COOLING SYSTEM PRIMARY HEATING SYSTEM y PRIMARY HOT WATER SYSTEM CENTRAL ❑ NONE ❑ ELECTRIC STRIP ❑GAS ❑ NONE ELECTRIC RESISTANCE ❑ SOLAR ❑ ROOM ❑ OIL E SOLAR ❑ HEAT RECOVERY ❑ GAS ❑ PACKAGE TERMINAL AC HEAT PUMP:COP = ❑ DED. HEAT PUMP:COP = E EER/SEER = E&.LJ OTHER: ❑OTHER: CALCULATED E.P.I.: CALCULATED E.P.I.MUST NOT EXCEED 100 POINTS In accordance with Section 553.907 FS., I hereby certify that the plans Review of the plans and specifications covered by this calculation indi- and specifications covered by this calculation are in compliance with the cates compliance with the Florida Energy Code. Before construction is Florida Energy Code.Z completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 9A I PRESCRIPTIVE MEASURES(Must be met or exceeded by all residences.) MINIMUM REQUIREMENTS CHECK TO INDICATE COMPONENTS REQUIREMENTS COMPLIANCE WINDOWS 903.1 MAXIMUM OF 0.5 CFM per LINEAR FOOT OF OPERABLE SASH CRACK. DOORS 903.1 MAXIMUM OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA.INCLUDES SLIDING GLASS DOORS. �°l EXT.JOINTS 8 CRACKS 903.1 TO BE CAULKED,GASKETED,WEATHER-STRIPPED OR OTHERWISE SEALED. CEILING INSULATION(903.9) MINIMUM OF R-19. WATER HEATERS(903.2) MUST BEAR ASHRAE STANDARD 90-80 LABEL OR A MAX.4 WATT/SQ.FT.STAND-BY LOSS.SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC)OR CUT-OFF VALVE(GAS)MUST BE PROVIDED. SWIMMING POOLS(903.3) IF HEATED BY OTHER THAN SOLAR,MUST HAVE POOL COVER DESIGNED TO MINIMIZE HEAT LOSS. / ALL NON-COMMERCIAL POOLS MUST BE EQUIPPED WITH A POOL PUMP TIMER. HOT WATER PIPES(903.4) INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS. IN SUCH CASES,PIPING HEAT �- LOSS SHALL BE LIMITED TO A MAX.OF 17.5 BTU /H PER LINEAR FOOT OF PIPE(SEE 504.4). SHOWER HEADS 903.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE. HVAC DUCT CONSTRUCTION CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHANICAL CODE. j (903.6) DUCTS IN UNCONDITIONED SPACE MUST BE INSULATED TO A MINIMUM R-4.2. HVAC CONTROLS 903.7 A SEPARATE,READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. ✓ 1 FORM 900-A-84 CLIMATE ZONES 1 2 3 9C DESIGN CREDIT POINTS(CP) 9D HEATING SYSTEM CREDIT POINTS CEILING FAN IN COND.SPACE(max 5 CP) 1 NATURAL GAS/PROPANE HEATING 16.0 MULTIZONE A/C SEPARATED BY DOOR 5 OIL HEATING 12.8 CROSS VENTILATION(1 CP per room) 1 WHOLE HOUSE FAN(min.1.5 cfm/s.f.) 5 WOOD STOVE 7 9E DESIGN PENALTY POINTS FIREPLACE WITH OUTSIDE COMBUSTION AIR 2 WASHER AND DRYER IN COND SPACE 3 TOTAL GLASS OPENS LESS THAN 40% 5 9C TOTAL(not to exceed 12 points) FIREPLACE WITH INSIDE COMBUSTION AIR 5 9F WINTER OVERHANG FACTOR(WOF) 9F SUMMER OVERHANG FACTOR SOF FEET N NE E SE S SW W NW FEET N NE E SE S SW W NW 0-0.9 1.00 0.98 0.99 0.74 0.71 0.82 0.93 1.00 0-0.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-1.9 1.00 0.98 0.99 0.75 0.73 0.83 0.93 1.00 1-1.9 1.00 1.00 0.99 0.98 0.97 0.98 0.99 1.00 2-2.9 1.00 0.98 0.99 0.77 0.76 0.84 0.94 1.00 2-2.9 1.00 0.98 0.94 0.92 0.91 0.92 0.94 0.98 3-3.9 1.00 0.98 0.99 0.81 0.79 0.87 0.94 1.00 3-3.9 1.00 0.95 0.89 0.86 0.85 0.86 0.89 0.95 4-4.9 1.00 0.98 0.99 0.84 0.83 0.89 0.94 1.00 4-4.9 1.00 0.91 0.84 0.80 0.82 0.80 0.84 0.91 5-5.9 1.00 0.99 1.00 0.87 0.87 0.92 0.95 1.00 5-5.9 0.99 0.88 0.79 0.76 0.79 0.76 0.79 0.88 6-6.9 1.00 0.99 1.00 0.90 0.90 0.93 0.96 1.00 6-6.9 0.99 0.85 0.75 0.73 0.78 0.73 0.75 0.85 7-7.9 1.00 0.99 1.00 0.93 0.94 0.96 0.97 1.00 7-7.9 0.99 0.83 0.72 0.70 0.77 0.70 0.72 0.83 8-8.9 1.00 0.99 1.00 0.95 0.96 0.97 0.98 1.00 8-8.9 0.99 0.81 0.70 0.68 0.77 0.68 0.70 0.81 9-9.9 1.00 1.00 1.00 0.97 0.98 0.98 0.98 1.00 9-9.9 0.98 0.79 0.68 0.67 0.76 0.67 0.68 0.79 10-10.9 1.00 1.00 1.00 0.99 0.99 0.99 0.99 1.00 10-10.9 0.98 0.77 0.66 0.66 0.76 0.66 0.66 0.77 11-11.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11-11.9 0.97 0.76 0.64 0.64 0.76 0.64 0.64 0.76 12 UP 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 112 UP 0.97 0.75 0.63 0.64 0.76 0.64 0.63 0.75 9G HEATING SYSTEM TIPLIER(HSM) COP 2.5-2.6 2.7-2.8 2.9-3.0 3.1-3.2 3.3-3.4 3.5&UP HEAT PUMP HSM .40 .37 .34 .32 .30 .29 SOLAR HEATING SYSTEM (BACKUP StWE9FRACTION) x(BACKUP SYSTEM HSM) ELECTRIC STRIP HEAT 1.0 NATURAL GAS/PROPANE/OIL 1.0(SEE TABLE 9D FOR CREDITS) PTAC& ROOM HEAT PUMPS MINIMUM COP 2.2. HSM FOR COP 2.2 - 2.4 = .45. SEE TABLE ABOVE FOR COP >2.4 9H COQLINQ SYSTEM MULTIPLIER(CSM) ELECTRIC EER/SEER -7.8-7.9 8.0-8.4 8.5-8.9 9.0-9.4 9.5-9.9 1 10.0-10.4 1 10.5-10.9 11.0-11.9 12.0-UP CSM .83 1 .81 �\ 0.7 0.72 1 0.68 0.65 0.62 0.59 0.54 GAS COP 0.40-0.44 0.45-0.49 0.50-0.54 0.55-0.59 0.60-0.64 0.65-0.69 0.70&UP CSM 1.50 1.25 1.20 1.09 1.00 0.92 0.89 MINIMUM SEER/EER LEVEL 7.8 FOR STRAIGHT COOL OR HEAT PUMPS;MINIMUM OF 7.5 EER FOR ROOM UNITS AND PTAC. FOR ROOM UNITS AND PTAC CSM FOR EER 7.5 - 7.7 = .87.SEE TABLE ABOVE FOR EER 7.7. 91 1 HOT WATER CREDIT POINTS(HWCP) ELECTRIC RESISTANCE WATER HEATER 0 GAS WATER HEATER 10 INSTANTANEOUS WATER ELECTRIC 4.5 HEATER GAS 12.6 ELECTRIC BACKUP 6.7 HRU(A/C)WATER HEATER GAS BACKUP 13.9 ELECTRIC BACKUP 9.7 HRU(HP)WATER HEATER GAS BACKUP 14.5 HEAT PUMP WATER HEATER COP 1.60-1.89 1.90-2.19 2.20-2.49 2.50-2.79 2.80-3.00 (DEDICATED HEAT PUMP) CREDIT POINTS 9.0 11.4 13.1 14.4 15.4 OVERALL SOLAR FRACTION* 0.1 0.2 0.3 0.4 1 0.5 1 0.6 0.7 0.8 0.9 1 1.0 SOLAR o= I ELECTRIC BACKUP 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 HOT WATER g GAS BACKUP 11.4 12.8 14.2 15.6 17.0 18.8 19.8 21.2 22.6 24.0 *PERCENT OF ANNUAL HOT WATER PROVIDED BY SOLAR SYSTEM-100=OVERALL SOLAR FRACTION 4