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Permits 122 S Oceanwalk Dr (vault) 1OB ADDRESS '�?�' �e��cJa.lk n S. TYPE WOR' PROP'ERT'Y OW71 E iia- ' ��-�o+' .Ll��neo u�k MEN f®i'E CONMCT'Olt�!�i��2%� 1'ELEP�IONE PER317 NUMBER cs° DATE S �a o 0 INSPECTjogVS: FOOTING SLAB M BEAM LINTEL NAILING/5� THffG nL434QdGICO M UP LVSUL MON FINAL BUILDING CERT UYC TE OF OCCUPANCY ELECTuCAL PER11 M EMSPECTZONs ROUGs SAL 3MCYANTCAL PERWn o 0 0 .LVSPEL'I'TONS ROUGH PLUMBLVG '(lam i g44a -pa EVSPEMONS ROUGH/UNDER T'OPOUT WATERSE SAL -! - NOTES: �9n CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 f1i31 ` INSPECTION EMAIL REQUEST: Buildin�dept&gab.us Application Number . . . . . 07-00000835 Date 6/18/07 Property Address . . . . . . 122 S OCEANWALK DR Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 11 FIXTURES ------------------------------ ---------------------------------------------- Owner Contractor ------------------------ ------------------------ GOBER DAVID GRAY PLUMBING INC. 122 OCEANWALK DRIVE 8850 CORPORATE SQUARE CT. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 744-7255 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 112 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/15/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 112 . 00 112 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 112 . 00 112 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Jun 14 07 12:39p DAVID GRAY PLUMBING 904 723 5668 P•1 /,�� -t�rj:,•i,� CI'T'Y OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: b1 r 7 i Property Address: !�2 �D`+�`dI/S�Gi/1'L A r/i 5a"-,-,v Owner: `/YD ��c '��3� Telephone Contractor- David Gray Plumbing, Inc. Telephone#: brporate Square Court l Contractor Address: Jacksonville,Florida 32216 Fax#: t Contractor Signature: 1 CFC 022366 IV In consideration of permit given for doing the w•orz as described m:he above statement,we hereby per`orm said work m acrovdonce with the attached plans and Specifications which area part hereof and in accordance with the City of Atitmtic Beach ordinance and stands*ds of good practice listed therein. L-istallation of plumbing and fixtures tnust be in accordance with the most recent edition of the 3outf ern Standard Plumbing Code. Plumbing Type- If other construction is being done on this building or site, C1 New list the buildings perunt-awnber: Re-Pipe P-'Woo 98 Number of Futures: Bath Tcbs Showers y Closets Shower Paras Dishwashers i Sinks Disposals Urinals Floor Drains �_ Washing Machine Z- Lavatory Water Sewer % Water Heaters Sprink:er System / Other Fees Permit Issuing Fee: 535.00 Total Fixtures: — X 57.00 + S35.00 = 144- 800 /L800 Seminole Road•Atlantic Brach, Florida 32233-3445 Phone: (904)247-5800. Fax: (904)247-5843 • http•ltwww.ei atiantic-beach.tl.iJs Revised 1/44 eennis�Williarns Architect PC FLA. ARC.NO. AA26000608 3!. 7 Florida License No.AA26000608 ♦ Georgia License No. 002931 151 Sawgrass Corners Dr., Suite 106 ♦ Ponte Vedra Beach, FL 32082 ♦ Fax: (904) 285-1279 ♦ Phone: (904) 273-6111 ♦ dwilliamsarch@aol.com CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Rou Q _H er Oft Building Department Public Works&Public Utilities Departments oerr 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233aTuzniaic {904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# Property Address Applicant: Project: /ill/667- VV4tx This permit application has been: Approved as noted by the Department. Final application approval ust come from the Building Department. Reviewed and the following items need attention: Ell Is, Call P IF - LP4flPY 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. Reviewed By: Date: Date-Contractor Notified: �I FEQ i 4 1007 CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed _Hufler 1)2) Building Department Public Works&Public Utilities Departments oerL 800 Seminole Road 1200 Sandpiper Lane a Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 a uzni (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit ADDlication# 1-& ��� r1 I.AVi'! CITY OF ATLANTIC BEACH Y � PLAN REVIEW SHEET Rou Wuznia Building Department Public Works&Public Utilities Departments r J'31�N 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 . (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# 4 Ce- Property Address 12.2- S . O WWWAt V- �C, Applicant: �L4 Ff Project: �J�/ - APD11\16- k-'e77411VIlV�- WA-", This per t application has been: Approved as noted by the Department. Final application approval must come from the Building Department. 4eeviewed and the following items need attention: le Vce GQPeti a G�eePa 99 SSi q_e4'astir -b �e<`9pAl p�•}� "SCI 1' V Please re-submit 2-copies of all rev, ;�-iilease re-submit your revisions to the Department re uestilfg 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. Reviewed By: Date: Date Contractor Notified: 6 S-/b -7 GENERAL DESIGN REQUIREMENTS -DESIGN DIMENSIONS SHALL COMPLY WITH SPECIFICATIONS IN NSPI 5 AND NSPI 3 BASED ON THE POOL TYPE. -SEE NSPI FOR DIVING WATER ENVELOPES. -SLIDES SHALL MEETTHE MANUFACTURER'S INSTALLATION REQUIREMENTS. -ENTRY/EXIT REQUIRED AT THE SHALLOW END AND THE DEEP END IF OVER 5 FT.DEEP. ACCEPTABLE ARE STAIRS(10"MINIMUM TREAD WITH 240 SQUARE INCH MIN.AREA 12 INCH MAX RISER WITH INTERMEDIATE TREADS AND RISERS UNIFORM).LADDERS,UNDERWATER SEATS,AND SWIM OUTS(MAX.20 INCHES BELOW WATER). -CIRCULATION SYSTEMS,COMPONENTS AND EQUIPMENT SHALL COMPLY WITH NSF 50. -THE MAXIMUM TURNOVER RATE IS 12 HOURS. -FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAUGE. -PUMPS 3 HP AND LESS SHALL MEET ANSI/UL1081 CORROSION RESISTANT WITH STRAINER AND MEET THE REQUIRED FLOW. -SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA. -RETURN INLETS SHALL BE A MINIMUM OF ONE FOR EVERY 600 SQUARE FEET, Junction -HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR UL559. Box -DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50. Pool -PRESSURE TEST PIPING AT 15 PSI FOR 30 MINUTES OR MEET LOCAL CODE IF GREATER. —Eq" — — — — — - - "-"- - - SPECIAL SPA REQUIREMENTS: -MAXIMUM WATER DEPTH 4 FEET,MAXIMUM SEAT DEPTH 28 INCHES VENT LINE -FLOOR SLOPE 1 12 STUB UP -STEPS:MIN.TREAD 10"x 12",7"MINIMUM RISER,12"MAX.RISER EXCEPT THE BOTTOM STEP MAY BE 14"IF IT IS THE SEAT. INTERMITENTLY IT SHALL HAVE A ONE HOUR TURNOVER,IF CONTINUOUS A 6 HOUR TURNOVER. -MAXIMUM TEMPERATURE 104 DEGREES. -MEET ANSI/NSPI ARTICLE XVII,SAFETY INSTRUCTION/SAFETY SIGNS. O -PRESSURE TEST PIPING AT 25 PSI FOR 30 MINUTES OR MEET LOCAL CODE IF GREATER. ELECTRICAL REQUIREMENTS: -WIRING AND BONDING AND ALL ELECTRICAL TO NEC ART,580 OR LOCAL CODE. 18'-6 1/. . -NO OUTLET OR OVERHEAD POWER WITHIN 10'IF WITHIN 15'PROTECT BY GFI. TRANSFORMERS MIN.10'FROM POOL,B"ABOVE WATER,J BOX 4'FROM POOL,BRASS TO J BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. FLORIDA BUILDING CODE 424-2 THE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS GFCI FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,AND ALL Rece taCl CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDING PLUMBING,ELECTRICAL AND Timer With P GAS.PIPING SHALL BE SCH.40 PVC,NSFpw,MAX.PRESSURE VELOCITY 10 FPS,SUCTION 6 FPS, Home Run a In Timer THE POOL PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL BE TWO DRAINS SEPARATED BY Back To Box Wired 3'WITH APPROVED ANSI/ASNE Al 12.29.8M COVERS. AS AN ALTERNATE THE APPROVED DRAINS Panel to Light MAY BE PLACED ON DIFFERENT PLAINS. THE 2 DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF 1.5 FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE, IN ADDITION,A SAFETY VACUUM RELEASE SYSTEM MUST BE INSTALLED. THIS MAY CONSIST OF AN AIR RELEASE SYSTEM. THE VENT PIPE SHALL BE TIED TO THE MAIN DRAIN LINES,SIZED THE Insulated#8 BOND SAME AS THE MAIN DRAIN SUCTION LINE AND BROUGHT BACK TO THE FILTER LOCATION, WIRE IN CONDUIT ELBOWED UP AND OVER WITH A GRATE FOR PROTECTION AND LABELED"SAFETY VENT'. AS AN ALTERNATE THE SAFETY VACUUM RELEASE SYSTEM(SVRS)MAY BE AN APPROVED VALVE FROM LIGHT MEETING IAPMU IGC 160-2001a, SKIMMERS DO NOT REQUIRE PROTECTION AND MAY BE NICHE THRU DESIGNED FOR 30 GPM SUCTION. THE FOLLOWING SHALL BE LABELED WITH RED LABEL MARKER DECK BOX.LIGHT TAPE AT THE FILTER LOCATION:PIPES,VALVES,"SAFETY VENT"OR"SAFETY DEVICE",PUMP(S) GFCI PROTECTED OFF SWITCH. IT HAS BEEN CERTIFIED THAT THESE DESIGN REQUIREMENTS ARE COMPLIANT WITH THE FLORIDA BUILDING CODE 424-2,ANSI/NSPI-3 1992,STANDARD FOR PERMANENTLY INSTALLED SPAS AND ANSI/NSPI-5 1995 STANDARD FOR RESIDENTIAL IN-GROUND SWIMMING POOLS. Pool Circ.Pump: 2.0 Hp Whisper-Flo Spa Jet Pump: N/A Filter Type: Clean&Clear 200 Heater: Pentair mini-max 250 Gas Tank By: Others Vented By N/A Electrical By: Clift Timer: Intermatic Skimmer(s): 1 Size 2" Main Drain(s):2 Size 2" Return Lines: Wall Retuns Stnd-Lighting: Yes Pool watts 300 Spa watts 250 Chlorinator: Yes Deck By: Clift Deck Drainage: Drainage away from pool )OL SIZE:20'X40' OWNER APPROVAL: )OL AREA: 761 Sq. Ft. Contact: Eric Clift DATE: 01/09/07 7000 Atlantic Blvd )OL PERIMETER: 180 linear Ft. Jacksonville, FI 32211 :CK AREA: 1076 Sq. Ft. SALESMAN APPROVAL: (904) 855-0019 Irl J %1 %-01 1 t/ v • 1 i • v vv 5 ♦ . &- , w , ANWALK UNIT ONE AS RECORDED IN PLAT BOOK 42, WAGES 1 , 1A THROUGH 1F OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. OCEANWALK DRIVE SOUTH VARIABLE WIDTH RIGHT OF WAY (PAVED) N89'59'02"E 120.03' FIELD S89'57'19"W 120.00' SET 1/2' IRON PIPE, LB 3672 POINT OF N 89'57'19" E 79.45' _ r I— 10 x 10 � JEA EASEMENT RADIUS = 25.00' ARC = 39.28' -P N O 7,4 N 29.6' 4.1' a q 12.0' CdNCRETE':. DRIVE . stucco 4. =:wAu PARCEL "A" 7.4' wa+Ls �a.2'o o LANDSCAPE AREA CONCRETE w -4 PAD COVERED 6.2'a 4 .__..• -i 11 7' DOOR AND '✓ INDOWS TO POOL AREA TO 8E ALARMED TO CODE. Yard Around Pool Area will be Fenced to code. All barrier codes will be met Water Concrete Feature Retaining +18 wall around Pool — — — 7p s a — +12" 7' 3/4" 6, 3.5' Deep20'X40' Deep 4'-6 5/16" I \ N ..co v I ( I I FILE tf A New Pool For The CREATING A LESS STRESSFUL LIFESTYLE DRAWN BY: John ' Gober Family 122 Oceanwalk CLIFT SALESMAN:Eric Atlantic Beach, Fl 32233 COMPANY DATE: 01/09/07 • • SCALE: 1/8" = 1' 1Sb3 „Lig w J,-1�J3iSY = p \ � l b .107 •� s^ Z� 9 LN c.c.tiSS:� 5 `.. fz- f1Z„ ee 20X40 Deep 18— ' ::::_> stiz ,0,0 t 0 ..- N W ! . .l Ot 07 L A ZL a .N LB 8cl o �� awn QML (n rzt iSb3 „[t � I \ r / \ 5 1 0 I mal•Z/(� •;�dc' / ep �lt•L t; � C3 `�oa t / �7JtiJ� G ,{� Zb9L s�a G��r 9 ry a�w V f� c-c.�ss.,tg e �� )3 JE #4L GO 1` Z 0' 20' 3.5' ; eej X40 Deep0,01 _ O _ --------- !� N ----- - _ _ _ 0 b I Li W ri14 CN 3 ' ���n i ��-.-....tea t'> ('•���7^J J�) x zn � ( ,L'9 J •B'at ������1� © t, gw�� aMy - .ts t GENERAL DESIGN REQUIREMENTS -DESIGN DIMENSIONS SHALL COMPLY WITH SPECIFICATIONS IN NSPI 5 AND NSPI 3 BASED ON THE POOL TYPE. -SEE NSPI FOR DIVING WATER ENVELOPES. -SLIDES SHALT_MEETTHE MANUFACTURER'S INSTALLATION REQUIREMENTS. -ENTRY/EXIT:REQUIRED AT THE SHALLOW END AND THE DEEP END IF OVER 5 FT.DEEP. ACCEPTABLE ARE STAIRS(10"MINIMUM TREAD WITH 240 SQUARE INCH MIN AREA 12 INCH MAX RISER WITH INTERMEDIATE TREADS AND RISERS UNIFORM).LADDERS,UNDERWATER SEATS,AND SWIM OUTS(MAX.20 INCHES BEI-OW WATER). -CIRCULATION SYSTEMS,COMPONENTS AND EQUIPMENT SHALL COMPLY WITH NSF 50. -THE MAXIMUM TURNOVER RATE IS 12 HOURS. -FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAUGE. -PUMPS 3 HP AND LESS SHALL MEET ANSIIUL1061 CORROSION RESISTANT WITH STRAINER AND MEET THE REQUIRED FLOW. -SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA. -RETURN INLETS SHALL BE A MINIMUM OF ONE FOR EVERY 600 SQUARE FEET. Unction -HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR UL559, DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50. POOI Box -PRESSURE TEST PIPING AT 15 PSI FOR 30 MINUTES OR MEET LOCAL CODE IF GREATER. �Q -� SPECIAL SPA REQUIREMENTS: -MAXIMUM WATER DEPTH 4 FEET,MAXIMUM SEAT DEPTH 28 INCHES VENT LINE -FLOOR SLOPE 1:12 -STEPS:MIN.TREAD 10"x 12",7"MINIMUM RISER,12"MAX.RISER EXCEPT THE BOTTOM STEP MAY STUB UP BE 14"IF IT IS THE SEAT. INTERMITENTLY IT SHALL HAVE A ONE HOUR TURNOVER,IF CONTINUOUS A 6 HOUR TURNOVER. -MAXIMUM TEMPERATURE 104 DEGREES. n -MEET ANSI/NSPI ARTICLE XVII,SAFETY INSTRUCTION/SAFETY SIGNS. O }{ -PRESSURE TEST PIPING AT 25 PSI FOR 30 MINUTES OR MEET LOCAL CODE IF GREATER. UELECTRICAL REQUIREMENTS: -WIRING AND BONDING AND ALL ELECTRICAL TO NEC ART,580 OR LOCAL CODE. 18'-6 1/16 -NO OUTLET OR OVERHEAD POWER WITHIN 10'IF WITHIN 15PROTECT BY GFI. TRANSFORMERS MIN.10'FROM POOL,8"ABOVE WATER,J BOX 4'FROM POOL,BRASS TO J BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. FLORIDA BUILDING CODE 424-2 THE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS GFCI FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,AND ALL Rece taCl CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDING PLUMBING,ELECTRICAL AND Timer With P GAS.PIPING SHALL BE SCH.40 PVC,NSFpw,MAX.PRESSURE VELOCITY 10 FPS,SUCTION 6 FPS. Home Run a In Timer THE POOL PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL BE TWO DRAINS SEPARATED BY Back To Box Wired S WITH APPROVED ANSI/ASNE At 12.29.8M COVERS. AS AN ALTERNATE THE APPROVED DRAINS Panel to Light MAY BE PLACED ON DIFFERENT PLAINS. THE 2 DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF 1.5 FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE. IN ADDITION,A SAFETY VACUUM RELEASE SYSTEM MUST BE INSTALLED. THIS MAY CONSIST OF AN AIR RELEASE SYSTEM. THE VENT PIPE SHALL BE TIED TO THE MAIN DRAIN LINES,SIZED THE Insulated#8 BOND SAME AS THE MAIN DRAIN SUCTION LINE AND BROUGHT BACK TO THE FILTER LOCATION, WIRE IN CONDUIT ELBOWED UP AND OVER WITH A GRATE FOR PROTECTION AND LABELED"SAFETY VENT". AS AN ALTERNATE THE SAFETY VACUUM RELEASE SYSTEM(SVRS)MAY BE AN APPROVED VALVE FROM LIGHT MEETING IAPMU IGC 160-2001 a. SKIMMERS DO NOT REQUIRE PROTECTION AND MAY BE NICHE THRU DESIGNED FOR 30 GPM SUCTION. THE FOLLOWING SHALL BE LABELED WITH RED LABEL MARKER DECK BOX.LIGHT TAPE AT THE FILTER LOCATION:PIPES,VALVES,"SAFETY VENT"OR"SAFETY DEVICE",PUMP(S) GFCI PROTECTED OFF SWITCH. IT HAS BEEN CERTIFIED THAT THESE DESIGN REQUIREMENTS ARE COMPLIANT WITH THE FLORIDA BUILDING CODE 424-2,ANSI/NSPI-3 1992,STANDARD FOR PERMANENTLY INSTALLED SPAS AND ANSI/NSPI-5 1995 STANDARD FOR RESIDENTIAL IN-GROUND SWIMMING POOLS. Pool Circ.Pump: 2.0 Hp Whisper-Flo Spa Jet Pump: NIA Filter Type: Clean&Clear 200 Heater: Pentair mini-max 250 Gas Tank By: Others Vented By N/A Electrical By, Clift Timer: Intermatic Skimmer(s): 1 Size 2" Main Drain(s):2 Size 2" Return Lines: Wall Retuns Stnd-Lighting: Yes Pool watts 300 Spa watts 250 Chlorinator: Yes Deck By: Clift Deck Drainage: Drainage away from pool OOL SIZE: 20'X40' OWNER APPROVAL: )OL AREA: 761 Sq. Ft. Contact: Eric Clift DATE: 01/09/07 7000 Atlantic Blvd )OL PERIMETER: 180 linear Ft. Jacksonville, FI 32211 :CK AREA: 1076 Sq. Ft. SALESMAN APPROVAL: 904 855-0019 -ANWALK UNIT ONE AS RECORDED IN PLAT BOOK 42, PAGES 1 , 1A TNE,'uu, . CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. OCEANWALK DRIVE SOUTH VARIABLE WIDTH RIGHT OF WAY (PAVED) p N89'559'02"E 1120.03' FIE'�LD�} S89'5 ! '1 9"YV 120.00' SET 1/2" IRON PIPE, LB 3672 POINT lei N 89.5719" E 79.4 I I f �— 10x10 / JEA EASEMENT RADJUS = 25.00' ARG Y 39.28' 7,4 t 29.6' 4.1'o o tot C6NCRE7E` b9' DRi1�E STUCCO 4. :wauPARCEL A WALLS `' a.2'rX7.4'© LANDSCAPE AREA X '4 COVERED 6.2' r ; 1-1 C4 rn C; i7.tY ��•7' DOOR AND 'AJ1NDOOVS TO POOL AREA TO BE ALARMED TO CODE. Yard Around Pool Area will be Fenced to code. Ail barrier codes vvill be rnet Water Concrete Wall Feature Retaining +18 around Pool — — — — — — — 7'S a — p +12" 6' 3.5' I Deep 20'X40' Deep 4'-6 5/16 I I I I I A New Fool For The CREATING A LESS STRESSFUL LIFESTYLE DRAWN BY: John P Gober Family LIP TSALESMAN:Eric 122 Oceanwalk Atlantic Beach, Fl 32233 DATE: 01/09/07 P COMPANY • • ' ' SCALE: 1/8" = 1' D i CITY10F ATTLANTIC BEACH 800 SEMINOLE ROAR �,, 3 A'T'LANTIC BEACH,FL 32233 INSIU TIONTH®NE LINE 247-5826 Application Number . . . . . 06-00034565 Date 1/29/07 P,-operty Address . . . . . . 122 S OCEANWALK DR Application type description SWIMMING POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 53665 ---------------------------------------------------------------------------- Application desc 25, 200 gal pool ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GOBER, ROGER CLIFT & CO POOLS & SPAS 122 OCEANWALK DRIVE 7000 ATLANTIC BOULEVARD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 855-0019 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 276 . 00 Plan Check Fee 138 . 00 Issue Date . . . . Valuation . . . 53665 Expiration Date 7/28/07 ---------------------------------- -----------------------�------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 276 . 00 276 . 00 . 00 . 00 Plan Check Total 138 . 00 138 . 00 . 00 . 00 Grand Total 414 . 00 414 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. C T AN TIC BEACH 840 SEAHNOLE ROAD � AB'LANTIC BEACH,FL 32233 INSVECT'ION PHONE LINE 247-5826 Application Number . . . . . 06-00034565 Date 1/29/07 Property Address . . . . . . 122 S OCEANWALK DR Application type description SWIMMING POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 53665 ----------------------------------- ----------------------------------------- Application desc 25, 200 gal pool ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GOBER, ROGER CLIFT & CO POOLS & SPAS 122 OCEANWALK DRIVE 7000 ATLANTIC BOULEVARD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 855-0019 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 276 . 00 Plan Check Fee 138 . 00 Issue Date . . . . Valuation . . . 53665 Expiration Date 7/28/07 ----•------------------------------------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 276 . 00 276 . 00 . 00 . 00 Plan Check Total 138 . 00 138 . 00 . 00 . 00 Grand Total 414 . 00 414 . 00 . 00 . 00 FILE Cori PERMIT IS APPROVED ONLY IN ACCORDANCE WYtH ALL CR'A'Y OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i, CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD �r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 07-00000099 Date 2/08/07 Property Address . . . . . . 122 S OCEANWALK DR Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc swimming pool ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GOBER SIKES ELECTRICAL CONTRACTOR 122 OCEANWALK DRIVE 8787 SOUTHSIDE BLVD APT 3612 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 237-2890 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/07/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Ali- CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION 'L Jiil�r Date: Property Address: A s , A4 I . e Owner: Telephone#: Contractor: ) 'e:1 ec /llc Cd Telephone#: Contractor Address: SC?13 zz__'_1�zLr .S OA 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. Building: Building Type: ❑ Trailer Service: if other construction is ❑ New -..W Residence ❑ Temp. ❑ New being done on this building Or site,list the building Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM El Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS LTNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf Ea. Si Miscellaneous d01 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://w-*vw.ci.atlantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J :u ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 r 'r INSPECTION EMAIL REQUEST: Building-deptncoab.us Application Number . . . . . 07-00000688 Date 6/11/07 Property Address . . . . . . 122 S OCEANWALK DR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 200000 ---------------------------------------------------------------------------- Application desc addition ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GOBER JEP CONTRACTORS INC 122 OCEANWALK DRIVE 1416 FOREST AVENUE ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 247-✓9525 -------------------------- Structure Information 000 000 ----------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL 2 Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 760 . 00 Plan Check Fee 380 . 00 Issue Date . . . . Valuation . . . . 200000 Expiration Date . . 12/08/07 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. *EMAIL INSPECTION REQUESTS TO: BUILDING-DEPT@COAB.US ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 760 . 00 760 . 00 . 00 . 00 Plan Check Total 380 . 00 380 . 00 . 00 . 00 Grand Total 1140 . 00 1140 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BP250U01 CITY OF ATLANTIC BEACH 6/08/07 Application Tracking Step Selection by Revision 11: 35: 36 Application number . . . . : 07 00000688 Address . . . . . . . . . . : 122 S OCEANWALK DR RE number . . . . . . . . . . - - - Application type . . . . . : RESIDENTIAL ADDITION/ALTERATION NCR OLD ACCOUNT NUMBERS . . : AB19351 Tenant name, number . . . . . Type options, press Enter. 2=Change 4=Delete 5 View 6=Fast log 8 Action log maintenance 9=In/out maint Path ---- Key Dates --- - Action Summary - Opt Agency description Rev Step Req In Est Cmpl Last Type By BUILDING DEPT. A 01 Y 05/28/07 06/14/07 05/28/07 AP DH PLANNING & ZONING A 01 Y 05/21/07 05/23/07 05/21/07 AP SD _ PUBLIC UTILITIES A 01 N 05/31/07 05/31/07 05/31/07 AP DK PUBLIC WORKS A 01 N 05/31/07 05/23/07 06/06/07 AP LS Bottom F3=Exit F5=Land inquiry F6=Add F7=Revisions FB=Kisc info inquiry F10=View 3 Fll=Sort by agency F12=Cancel F14=Action log inq F24=0ore keys y rIL CITY OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT APPLICATION # 800 Seminole Road Atlantic Beach,Florida 32233 , }�;, (904)247-5800 (904)247-5845 Fax www.coab.us 000 APPLICATION TRACKING FORM �I REQUIRED DEPT: Y N PLANNING Property Address: ! Z 2 -f J�e jhn k)A/4 z Y N BUILDING Y N PUBLIC WORKS Applicant: P �Q ,F/�,r�,es �ty PUBLIC UTILITIES ,/�,\ FIRE DEPT. Project: AUIhPUBLIC SAFETY U) APPROVAL RECEIVED REQUI D AGENCY: BY: INITIAL: DATE: w o N D.E.P HUFSTETLER Q 7 Y N S.J.R.W.M. CARPER w N ARMY CORPS of ENG CARPER HOTELS& HUFSTETLER RESAURANTS APPLICATION STATUS DEPT: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: 1 ST REV ❑ ❑ PLANNING ZONING & ❑ ❑ 2ND REV ❑ ElDOERR/HALL 3RD REV ❑ ❑ 1ST REV BUILDING DEPT. ❑ 2ND REV 3RD REV 1 ST REV PUBLIC WORKS ❑ ❑ 2ND REV 3RD REV 1 ST REV PUBLIC UTILITIES ❑ ❑ 2ND REV 3RD REV 1 ST REV ❑ FIRE DEPT. ❑ ❑ 2ND REV ❑ 3RD REV ❑ �cnli TD Sony �)q✓2 dimly 1AV1 c>2e0�alts Return this form to the Building Department once you have entered your comments into the AS400. CITY OF ATLANTIC BEACH PERMIT J 1� BUILDING /ZONING DEPARTMENT APPLICATION# J 800 Seminole Road / Atlantic Beach,Florida 32233 Sg A-1��-- (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: Y N PLANNING Property Address: 12=2 ..S 1J6iA13,&)A14 z Y N BUILDING Y N PUBLIC WORKS Applicant: p eQ4z-,;u ezo,es 00, Y N PUBLIC UTIUTIES Y N FIRE DEPT. Project: 1-/7 M Y N j PUBLIC SAFETY APPROVAL RECEIVED Z w REQUIRED AGENCY: BY: INITIAL: DATE: UJ Y N D.E.P HUFSTETLER Y N S.J.R.W.M. CARPER _UJ Y N ARMY CORPS of ENG CARPER p Y N HOTELS& HUFSTETLER RESAURANTS APPLICATION STATUS DEPT: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: 1 ST REV ❑ ❑ PLANNING ZONINGNG & Ely ❑ 2ND REV ❑ ❑ RR/ LL - 3RD REV ❑ ❑ 1ST REV ❑ ❑ BUILDING DEPT. ❑ ❑ 2ND REV ❑ ❑ HUFSTETLER 3RD.REV ❑ ❑ 1 ST REV ❑ ❑ PUBUC WORKS ❑ ❑ 2ND REV ❑ ❑ CARPER 3RD REV ❑ ❑ 1ST REV ❑ ❑ PUBLIC UTIUTIES ❑ ❑ 2ND REV ❑ ❑ KALUZNIAK 3RD REV ❑ ❑ _. 1 ST REV ❑ ❑ FIRE DEPT. IRE DEPT.COMMENTS ❑ ❑ 2-ND REV ® ❑ FENTERED INTO AS400 3RD REV 0101 1 7)AI a s/tg - only HAVE oZ doofs -- Return this form to the Building Department once you have entered your comments into the AS400. s CITY OF ATLANTIC BEACH i PERMIT CALCULATION SHEET s� Date: Address -S — -F f� SPECIAL NOTES WATER IMPACT FEE $ � yD SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ SECTION H PAVING ( ) $ CROSS CONNECTION $ OTHER $ GRAND TOTAL $ 2 yU ri""''l''%� CITY OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT APPLICATION # � I 800 Seminole Road r �r Atlantic Beach,Florida 32233 O 1 . ( J;31 a'' (904)247-5800 00 (904)247-5845 Fax www.coab.us RECEIVED MAY 3 0 Z007 APPLICATION TRACKING FORM : REQUIRED _DEPT: C Y N PLANNING Property Address: Z d �C�AAl&)f3 L,C z Y N BUILDING Y N PUBLIC WORKS Applicant: ��p Crn ner��ra z N PUBLIC UTILITIES Y N FIRE DEPT. Project: Y2 -< Y N PUBLIC SAFETY w W APPROVAL 00 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z Y N D.E.P HUFSTETLER C7 M a Y N S.J.R.W.M. CARPER _CCY N ARMY CORPS of ENG CARPER H O Y N HOTELS&RESAURANTS I HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIE Y: I AL: DATE el1ST REV 0 3` PLANNING 2ND REV 10 0 BUILDING PU KS IC UTILITIES FIRE DEPT. PUBLIC SAFETY 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. 3. 29•D � ..+ �1 n5 H�l•1G1: N 5 J w . N WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE FIXTURE UNIT FTXTURE T1'PE VALUE AS LOAD FD7URE5 UNITS Automatic dothes wast bra commercial' 3 Autnmatis dbthes washers,residential 2 Bathroom group consisting of water cioset, lavatory, Bidet, end bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tr 2 ' Dental layatory Dishwashing machine,domestic 2 Or'nkim fountalrOcemaker `r4 Floor dtW*.T 2 . Nose bb . 1 Kitchen sink, domestic 2 Kitctten.sink,domestic with food waste gonder andior dishwasher 2 LaunId tr 1 or 2 co artrnents 2 Lavato 1 2 Shower com artrnen• domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less Wash sink circular or mdd le each set of faucets 2 Water closet,flushometer tank bllc or privaLe 4 Water doset, private installation 4 Water doset, pubk installation g TOTAL NUMBER OF UMTS MULTIP ED X 20 • TOTAL$ Public Utilities —Distribution & Collection Date: 7 Initials: Project Name/Address: Application/Permit#: Dr7- Check Bor Application.Tracking Comments To AcTci Comment Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247- ❑ 5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ A sewer cleanout must be installed at the property line. Cleanout must be covered with ❑ an RTI concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate ❑ backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow ❑ requirements. At a minimum, will require double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must ❑ be installed in a vault as noted in JEA specifications. El FAP1anReviewComments-PU.doc �``''' c BUILDING PERMIT APPLICATION .s r J ti Ss1 ., Vr CITY OF ATLANTIC BEACH '. 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 a Fax: (904)247-5845 Job Address: 1,22 nc e A vXcy�)�. -'b P. )y,_— Permit Number: Legal Description 4 Z-1 0?,- Z S- ZT E 0 9-ZS- ZT,E' 3 T- ZS'-Z 9E Oc_e cg t &_�tqk 1- Valuation Valuation of Work(Replacement Cost) $ :Z owl 00G' ■ Class of Work(Circle one): New dditio Alteration Repair Move ■ Use of existing/proposed structure(s) a one): Commercial eside � ■ If an existing structure, is a fire sprier system installed?(Circle one): e�o / IN Is approval of homeowner's association or other private entity required?(Circle one): es No Describe in dela,il�he type of work to be per ori�d: ��� T Lq Nrl�� i4dd d• /�tJIt It it i—e—ItG i/tc�/ott f TR V Cl— O:i�. �// ;jh�ees c Prouerty Owner Information Name: EF, �a DC } nc e _r Address: I City (-�i'L�.►.1Tlcr t+___ _ Stated Zip, .223.3 Phone, (0104) 6LLJ L 563£3 Contractor Information: Name of Company: JEf' c- Qualifying Agent: 'j'Pih -e,t Address: NIL dc'O6e O 5T ye- City & , fL,,r. (,State Zip Office Phone Z L17— 9SZS' Job Site/Contact Num er ./a,4., Z Z9 --6832 u.G State Certification/Registration# GG G F?5-90�1_3 Office Fax# 01/7— //90 Architect Name&Phone# kc-,3 f- R,asJ,F.!/ z Z 3 — 3 7 C' ! Engineer's Name&Phone# L©c rs 6"�j r j e/ J�1- I r 2 A %2,IS' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all workwill be performedto meet the standards of all laws regulating construction in this jurisdiction. Thispermit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time qfter work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR.FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ihereb certify that I have read and examined this application and know the same to be true and correct. All rovisions o 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 tog e authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or th erforma ce of construction. Signature of Property Owner: Signature of Contractor: Z4, Swom>&and subscribed befo a me Swo o and subscr' ed of re me this P Day of 11 ,4Y T r this ^Day of 2oO—) Notary Public:�,Gfi2D�r�J �- �Y Notary Publi �v+"� Susan Henderson �p p rg DONNA G,HAMBY REVISED 03.05.07 ` MY CO"M*$i0n D02829611 MY COMMISSION k DD 314806 er nOo Expires March 11 2008 N ....• °.` EXPIRES:August 2g;2008 Rf vy" Boned Thru Notary pubpd Under iters 622, er Pages: 1, Filed Recorded 72 05/17/20071at610:14RAM, JIMBFULLER@CLERK CIRCUIT COURT DUVAL COUNTY&RECORDING $10.00 NOTICE OF COMMENCEMENT Permit No. Tax Folio No. State of Florida County of Duval THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Description of property(legal description of property and address if 122 5 C c walk D fTG >NTrc OF.4c0, � ;'1z33 available):42-1y0-2s-ZWE 65'-29-LSf 3Z-ZS-L4r- DceAtiWil-e U1J1T1 tor- 1 2. General Description of improvements: 3. Owner Information: _ a) Name and Address: G'>i1 /�Cq -/.ZZ GYF7dvw.v.c 1v5i h'.K b) Interest in property: c) Name and address of simple titleholder(if other than owner): 4. Contractor(Name and LAddress): d E P Co.o�rc�c'ib1^S 1,,_1 I$6 22 5, Surety Information; a) Name and Address: b) Phone Number: c) Fax Number; d) Amount of Bond: 6. Lender Information: r a) Name and Address: b) Phone Number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713.12(1)(a),Florida Statutes. a) Name and Address: b) Phone Number: c) Fax Number: S. In addition to himself/herself,owner ddsignates of to receive a copy of the Lienor's Notice as provided in Section 713.12(1)(b),Florida Statutes. 9. Expiration date of Notice f Commencement(The expiration date is one(1)year from the date of Recording unless a diff nt date is ecified: Signature of Owner: Sworn and subscrib before me this day of ry? ay— 20 97 y Known Personally ❑ID Shown: �} �/ Signature of Notary: ''� " " �° My commission expires: R- 70�"�inaa>ton 6 -1 e'y a W COM n cion D024M, 'O' E'D""March 11 2000 } CITY OF ATLANTIC BEACH r PERMIT BUILDING /ZONING DEPARTMEN APPLICATION# 800 Seminole Road Atlantic Beach,Florida 32233 A �� (904)247-5800 (904)247-5845 Fax www.coab.us LMAY T"\..DAPPLICATION TRACKING FORM 3 0 2007 REQUIRED DEPT: Y N PLANNING Property Address: /2 Z S Q C fAtA/U) a/,e z Y N—==4MLDING n �.,,� �p D P N PUBLIC WORK Applicant: 011 I'�'0 M �`'� O N VQ8[TC D ILITIES Project: �J!Yl S Y N FIRE DEPT. Y N PUBLIC SAFETY LU APPROVAL L)o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z UJ Y N D.E.P HUFSTETLER C7= O Y S.J.R.W.M. CARPER LY ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLEIJ. APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: 1ST REV 2_ r a? PLANNING 2ND REV _ BUILDING `c.. BLIC WORK PUBLIC UTILITIES FIRE DEPT. py/[ PUBLIC SAFETY 111 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. S• 29•D ;� BP251I03 , CITY OF ATLANTIC BEACH 6/04/07 Application Tracking Action Log Inquiry 09:24 : 47 Application . . . . . 07 00000688 Address . . . . 122 S OCEANWALK DR Application type RESIDENTIAL ADDITION/ALTERATION Agency . . . . . . . PUBLIC WORKS Action date . . . . . 5/31/07 Action by . . . . . . LISA SHOWMAN Action type . . . . . RETURNED FOR REVISION Time spent . . . . . . 00 Date & time added . . 5/31/07 11: 35: 43 Added by . . . . . . LSHOWMAN Comments Print 1. Provide erosion and sediment control plans with installation details and maintenance schedule. 2. Provide construction site management plan, including right-of-way permit if using right-of-way for construction parking. + Press Enter to continue. F3=Exit F9=Expand comments F12=Cancel BP251I03 I CITY OF ATLANTIC BEACH 6/04/07 Application Tracking Action Log Inquiry 09:24 : 47 Application . . . . . 07 00000688 Address . . . . . . . 122 S OCEANWALK DR Application type . . RESIDENTIAL ADDITION/ALTERATION Agency . . . . . . . PUBLIC WORKS Action date . . . . . 5/31/07 Action by . . . . . . LISA SHOWMAN Action type . . . . . RETURNED FOR REVISION Time spent . . . . . . 00 Date & time added . . 5/31/07 11 : 35: 43 Added by . . . . . . LSHOWMAN Comments Print 3. A right-of-way permit and revocable encroachment permit must be obtained if pavers option is being used. 4 . Provide a copy of the homeowner' s association approval. Press Enter to continue. F3=Exit F9=Expand comments F12=Cancel $4 OCIAN `` To: Roger and Dee Gober From: Theo K. Mitchelson Jr. Re: Architectural Review Submission— 122 Oceanwalk Drive South Hi Y'al.l, i I am pleased to share with you that your request regarding the addition to your garage as represented in"Scheme A" has been approved as submitted. (4/24/07). I know you are eager to proceed. Please feel free to do so. If you have any questions, please do not hesitate to give me a holler. Sincerely, L Oceanwalk Association, Inc. P.O. Box 331188, Atlantic Beach, I L 32233-1188 7 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office:(904)247-5826 • Fax:(904)247-5845 Job Address: ('22 S 7)P lytf Permit Number: Legal Description 42--1 01?- ZS-ZTE 0q-ZS- -2T6 3r- ZS-Z9, Valuation of Work(Replacement Cost)S :Z &fop C ■ Class of Work((Circle one): New dditiD Alteration Repair Move • Use of existinglpmposed structures) one;: Commercial i • If an existing structure,isla fire sewer system installed?(Circle _one): Yes No ■ Is approval of homeowner's association or other private entity required?(Circle one): No Describe in Lde :�e{��.of work to tbe �f�� ,.h=j �¢y�,}J �sLrOd� �— Jtb v�7 Proygft�} ,,Owner Information Name• 11�-- K lJkLA. �pf Address:_id l7 City -do" Statef Zip s�?�33 Phos Contractor Information: I ''A�n' l V° Name of Company: J EP L caw rs�•_,.Qua! Address: /4J 5-r 4 ver City Office Phone 2 q 7— 9.� � Job SitelContact' State CertificationdZegistration# 6 616- Q Ste© O (,J/ [��7 Architect Name&Phone# kc-?e v- cZ Engineer's Name&Phone#���s a�c1 r z fL \� do the wor J 4 at no work or Application is hereby made to obtain a permit to tandards of.all installation has commenced prior to the issuance ofa permit and teas laws regulating construction in this jurisdiction. TT hhs permit becomes msll and vora:� d within six(6) months, or tf constn�ction or work is suspended or abandoned for a period of six ((6) months az u.s a after work is commences£ I understand that separate permits must be secured for Electrical Nror1�Plumbing,;.�igns, Wells,Pools, Furnaces,&oilers,Heaters, Tanks and Air Conditioners, etG WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF CONMIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR RyIPROVEMEN'TS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Thereby certtt that I have read and examined this application and know the same to be true and correct. All provisions of laws and orddiynances governing this type of work wit be compiled with whether specked herein or not. The gran iting of a permit does not presumAiTo hority to violate or cancel the provisions of any other federal, state, or local law regulating construction ce of construction. Signature of Property Owner: Signature of contractor ill-7 Sworn and subscribed befo Swo and subscr re me this Day of N l Ythis�y of 2pd—) Notary Public: Notary Pub li : ,N/ 4 e Susan T Hendaran Y DONNA G. MY Ccsr�ml WW DD2$Mj .•: MY COMMISSION#Dp 314806 REVISED 03.05.07 EXPIRES:August a.n ExgresMath 11 20pA �ledfihruN 24ers Doc # 2007163672, OR BK 13996 Page 622, Number Pages: 1, Filed b Recorded 05/17/2007 at 10:14 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 MONOWMEN NOTICE OF COVIMENCEhffiW Permit No. Tax Folio No. Stats of Florida County of Duval THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accadanm with Chapter 713,Florida Statutes,the following information is provided in this Notice of Crnnmenee mem. 1. Description of property(legal description of property and address if i 2 2 S- o c��c wa lk D o. f ri:-AA1r(c. i3CAr3f FA- 3,x23jr availabie):42-1 Ot7' 2S-1'tr e:'+4'-29-ZYE 3 25-41C DetAAW4Le uver)• Lot 1 2. Cmwral Description of imprgvements: A-DeatT'iawts � lE'�tiG�t/ute 3. Owner Information: a Name and Address:W& b�L-�crr_.4 -�.zx i,rs eta rY.k .ter.�z23 _— b) Interest in property: c) Nam and address of simple titleholder(if other than owner): 4. Contractor(Name and Address: JEP tr, I% Fpce -re,. L 322 5 'Laformatim- f a) Nares and Address: b) Phone Number: c) Fax Number: d) Amount ofBond: 6. Leader Information: a) Name and Address: b) Phone Number: / 7. Person within the State of Florida designated by owner upon whom notices or other documents may be saved as provided by 713.12(1)(a),Florida Statutes. a) Name and Address: b) Phone Number: c) Fax Number: S. In addition to himselghesselC owner d6ignatss of to receive a copy of the Lienor's Notice as provided in Section 713.12(1)(b),Florida Statutes, 9. Expiration date of Notice Commencement(The encpiration date is one(1)year from the date of ss Recording unlea diff nt date is fieri: Signature of O : Sworn and subwnerbefore me this_day of &I ;2: 20 0y _. ,KKnm m Personally O ID Shown: q� Signature of Notary: -��c�.h✓ O My commission expires:, -�,�/ a'T�i ewe dawn °r►�a�n+tt pips Public Works Plan Review Comments S Date: ®J Initials: Project Name/Address: /�wG[Q� : APPlication/Permit#: Check Box Application Tracking Comments To Add Comment Provide impervious surface calculations. ❑ Provide erosion and sediment control plans with installation details and maintenance schedule. Provide drainage plans showing site topography(flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using L3" C right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required per ❑ Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting proper construction will be required. A Right-of-Way Permit must be obtained. f �, ❑ A Revocable Encroachment Permit must be obtained f Pool—Wellpoint(if used) must discharge into vegetat area 10' minimum from street ❑ or drainage feature (swale or structure) All driveway aprons must be concrete, 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not allowed in ❑ the ROW(Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on ❑ the plans. El 11 11 F:\P1anReviewComments-PW.doc J Is CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD =` ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000026 Date 1/08/09 Property Address . . . . . . 122 S OCEANWALK DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 cu 1 ahu ---------------------------------------------------------------------------- Owner Contractor ------------------------ GOHER SNYDER HEATING & AIR 122 OCEANWALK DRIVE P.O. BOX 16826 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32245 (904) 641-0600 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/07/09 ---------------------------------------------------------------------------- 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. CITY OF ATLANTIC BEACH _`µ 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07 1 OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 l to BUILDING-DEPT@COAB.US 1 MECHANICAL PERMIT APPLICATION DUVAL COUNTY w,tt"JOB'ADDRESS, .�. .:� s,,,. „�wlt )a6� .-. „ ,° s�+ ,?? ;. ".�. . c 2n IS,THIS`�CSUB`PEI MIT s,�°;adl .., ,. ,a�'9 :'DAT ,'Is, .[�(t '„A�.', �ti U 121NO Atlantic Beach FL 32233 OYES PERMITM �- oat L ., �n�,'�,,,,,,, , ,,,,,;1 d1(�s n PROPERTY SOWNER . :?'vR, ,„i ?,.,l i s0`10, `NO NORK.- 4. n i; � ., ���t� 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 2rJC-,C2 C7o3C2 0�LiI -So3Fr ..�:�, � e �.,_,� . . .,,.,v ]MECHANICAL COJITJMCTOR n ...n 7.NAME OF COMPANY: 8.ADDRESS.: SN pv_ CU .o. /y�x /a&2b shy FL 32��tS 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: CNC\(6k1310n 6yt-23;`i 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14. 64 1- 000 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE:: 76:,BlILDING. I,.m..t.. 77 ERVICE;z.*ii'T 4, 78 CI1RRENiCODE s „„£ ❑NEW INSTALLATION ❑N�W 17RESIDENTIAL ❑'06 FLORIDA BUILDING CODE— ®REPLACEMENT OF EXISTING SYSTEM UlfXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER •;MECHANICAL''EQUIPMENTT0'.,4g ;STA[ ..:.., ..,.f °srr„It 19. HEAT: ❑SPACE ❑ ECESSED E94CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM CENTRAL 21. DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: Cfm 22. REFRIGERATION: MAX CAPACITY: Cfm 23.COOLING TOWER: CAPACITY: gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27. FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: f� n SOLAR HEATING, BOILERS,UNFIRED ' I-{/S ���1�i c-1 LI b r�� ` �a C� V L PRESSURE VESSEL,HEAT EXCHANGER DR COIL IN DUCTS ETC. IVALUE FOR OTHER ITEMS: ii�, )e t, .,.. ``I!',�31 ,COOLING EQUIPMENT. a .k,,...,.uAIR CONDITIONING'REFRI� ERA.r.,.N. I ON°.EN ' RS E 'J .��. NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY l coN� .2Tw2 30 3-S U - r° 3Y.HEATING EQUIPMENT i I,r . z 8 s is�rs e r Ir,t) + .', FIJRNACE9'SOILERS� FIREPLACES AIR AN LERS C. wtE ;ER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY 1 fA 1-1 9TC-C Y'10 fZAIJii `. Wl ° �33:rTANKS ,.:°g .... ' F .....5 „3,:_ nF.3aa,aw. ..,,,„._ x-up �`i...e,ene.a�.. TYPE LIQUID APHRUVINU NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY COAB FORM BLDG03:REVISED:8/13/2007 n/CITY OF fY��WziL�G /SP.GC�L-"f+LOZLQ�i Office of Building Official REQUEST FOR INSPECTION �7 Date Permit No. L � f Time A.M. Received _ P.M. cm Job Address Locality Owner's � + �` e Name �(`�tk�-�- Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing n Footing ❑ Rough Wiring I-i Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole - Top Out ❑ Heating Insulation O Lintel ] Final Sewer u Fire Place ❑ Pre Fab READY FOR INSPECTIO -- C QP cic�- Lc^e �. Mon. Tues. Wed. Thurs. Friday � C--L . A.M. Inspection Made RM. Inspector `, Final Inspection F1 -4 Certificate of Occupancy C7 Date Data entry by: DONALD ALAN YANSKEY ARCHITECT Date: 1-6-00 Project name: AN ADDITION TO RESIDENCE FOR MR & MRS DIMOUSH A Location : DUVAL COUNTY FLORIDA ------------------------------------------------------------------------------- R E S I D E N T I A L W I N D D E S I G N A N D A N A L Y S I S A product of EDA Software, I Based on the Standard Building Code, 1994 edition **** GENERAL INPUT DATA **** X447 ED 1-Tl0 Co Permanent construction Simple rectangular building --- - Bearing wall at roof level i - i I 1 1 <---Plan outline I I of residence I I ----Ridge---- 1 Width 1 I 1 End wall---> 1 1 1 Bearing wall at roof level I v 1 --------------------------------------- I - - - 1 <----------------Length----------------> 1 Length along bearing walls out to out of studs = 18.17 feet Width along end walls out to out of studs = 22 feet Roof overhang in long direction from outer face of stud = 2 feet generally Roof overhang at short end wall from outer face of stud = 2 feet generally Height of exterior wall to top of plate on long side = 9 feet constant Roof cross slope = 6 /12 Wind velocity = 100 mph **** DEGREE OF ENCLOSURE **** ------------------------------------------------------------------------------- Assume that this building is an 'Enclosed building' per Code 1606.2.3. ------------------------------------------------------------------------------- A,p,pROVE r'B 011iOF A,LANTI "N JAN 21 Za00 w- C ..��� ©© Bola **"** STRUCTURAL FRAMING INPUT DATA **** *.** Roof Structural Data *** Member number 1 Jack truss--hip-ended roof Span length out to out of supports = 12 feet Roof cross slope = 6 /12 Truss spacing = 24 inches Overhang = 2 feet *** Wall Structural Data *** Spacing of wall studs = 16 inches Total number of plates = 3 Wall stud number 1 is 9 feet high out to out of plates COEFFICIENTS AND PRESSURES Main Wind Force Resisting Systems Actual pressure = Velocity pressure x Use factor x Coefficient Wind velocity is 100 mph Mean roof height is 12.12268 feet Velocity pressure is 20.4 psf Use factor is 1.0 Roof cross slope is 6 on 12, which equals 26.56505 degrees to horizontal End zone width is 6 feet Coefficient Design Pressure (psf) ------------------------------------------------------------------- End zone Windward wall (1E) .7 14.28 Windward roof (2E) -1 -20.4 Leeward roof (3E) -1 -20.4 Leeward wall (4E) -.95 -19 .38 Overhang -1.5 -30.6 Interior zone Windward wall (1) .4 8.16 Windward roof (2) -. 75 -15.3 Leeward roof (3) -.75 -15.3 Leeward wall (4) -. 7 -14 .28 Overhang -1.5 -30.6 TOTAL WIND FORCES ON ENTIRE BUILDING Main Wind Force Resisting Systems Forces transverse: Lateral forces (pounds) : Windward wall = 1856 inward Leeward wall = 2684 outward Uplift forces (pounds) : Windward roof = 3731 upward Leeward roof = 3731 upward Windward overhang = 1112 upward Forces longitudinal: Lateral forces (pounds) : Windward wall = 2954 inward Leeward wall = 871 outward COEFFICIENTS AND PRESSURES Roof Components and Cladding Actual pressure = Velocity pressure x Use factor x Coefficient Velocity pressure = 20.4 psf Use factor = 1.0 Edge strip width = 3 feet End zone width = 6 feet Member 1 --Span 12 ft. , Spacing 24 in. , Slope 6 /12, Overhang 2 ft. Member located in interior zone: Tributary area = 48 square feet Interior area : Coefficient = -1. 158 Pressure = -23.624 psf Eave and ridge areas: Coefficient = -1.316 Pressure = -26.847 psf Overhang area : Coefficient = -1.695 Pressure = -34.578 psf Wind uplift at bearing = 452 pounds Member 2 --Span 12 ft. , Spacing 24 in. , Slope 6 /12, Overhang 2 ft. Member located in end zone: Tributary area = 48 square feet Interior area : Coefficient = -1 . 158 Pressure = -23.624 psf Eave and ridge areas: Coefficient = -1.316 Pressure = -26.847 psf Overhang area : Coefficient = -1.695 Pressure = -34.578 psf Wind uplift at bearing = 452 pounds COEFFICIENTS AND PRESSURES Wall Components and Cladding Actual pressure = Velocity pressure x Use factor x Coefficient Velocity pressure = 20.4 psf Use factor = 1 .0 Edge strip width = 3 feet Wall stud number 1 --Stud height 8.625 feet, Spacing 16 inches Stud located in interior zone: Tributary area = 24.79688 square feet Coefficient = -1.294 Pressure = -26.398 psf Outward wind force on stud = 303 pounds Wall stud number 2 --Stud height 8.625 feet, Spacing 16 inches Stud located in end zone: Tributary area = 24.79688 square feet Coefficient = -1.488 Pressure = -30.356 psf Outward wind force on stud = 349 pounds ROOF LOADING--Roof Number 1 (pounds per square foot) Roof cross slope = 6 inches per foot --------------------------------------- Fiberglass shingles 150 # per square and 1 layer of 15 # felt = 1 .65 No insulation 7/16 in. roof sheathing = 1.31 ------------------------------------------------------------------------- Total roof unit weight on slope = 2.96 Cosine of roof cross slope = .8944272 ------------------------------------------------------------------------- Roof unit weight on horizontal = 3.309381 2 in. x 4 in. wood trusses at 24 in. spacing = 2.215147 1 layer of 1/2 in. gypsum board ceiling--plain = 2 Ceiling insulation R-30 = .5 Air-conditioning ductwork = 1 Full lighting = .3 Miscellaneous = 0 Total = 9.324529 Roof Unit Dead Load = 10 psf Roof dead load supported generally by wall = 114.0698 plf ROOF LOADING--Roof Number 2 (pounds per square foot) Roof cross slope = 6 inches per foot --------------------------------------- Fiberglass shingles 150 # per square and 1 layer of 15 # felt = 1.65 No insulation 7/16 in. roof sheathing = 1.31 ------------------------------------------------------------------------- Total roof unit weight on slope = 2.96 Cosine of roof cross slope = .8944272 ------------------------------------------------------------------------- Roof unit weight on horizontal = 3.309381 2 in. x 4 in. wood trusses at 24 in. spacing = 2.215147 1 layer of 1/2 in. gypsum board ceiling--plain = 2 Ceiling insulation R-30 = .5 Air-conditioning ductwork = 1 Full lighting = .3 Miscellaneous = 0 Total -------------------------------------9.324529 Roof Unit Dead Load = 10 psf Roof dead load supported generally by wall = 114.0698 plf ROOF MEMBER DEAD LOAD REACTIONS AT BEARINGS All values are in pounds Roof member number 1 --Span 12 feet, Slope 6 /12, interior zone---- 134 Roof member number 2 --Span 12 feet, Slope 6 /12, end zone--------- 134 EXTERIOR WALL LOADING (pounds per linear foot) Wood frame wall-- 9 ft. out to out plates 3--2 in. x 4 in. plates = 2.865625 2 in. x 4 in. studs at 16 in. spacing = 6. 179004 R-13 Insulation = 2.15625 7/16 in. plywood siding = 11.8125 1/2 in. Gypsum board--Total 1 layer--- = 18 - - ------------------------------- Total = 41.01338 Exterior Wall Unit Dead Load = 42 plf S U M M A R Y O F H U R R I C A N E A N C H O R D E S I G N Simpson hurricane anchors Member number 1 --Span 12 feet, located in interior zone:--Model H2.5 Member number 2 --Span 12 feet, located in end zone:-------Model H2.5 S U M M A R Y O F H U R R I C A N E A N C H O R A N A L Y S I S All values of forces are in pounds. Resistances have been increased for wind. End zone width = 6 feet Code: C = Compliance N = Non-compliance Simpson hurricane anchors Member 1 --Hip roof--Span 12 feet, at 24 inches oc--in interior zone: Uplift = 452 Dead = 134 Net = 318 Model H2.5, Resistance = 340 C Model H2.5--18 gauge anchor, 5--8d nails to truss, 5--8d nails to plate Member 2 --Hip roof--Span 12 feet, at 24 inches oc--in end zone: Uplift = 452 Dead = 134 Net = 318 Model H2.5, Resistance = 340 C Model H2.5--18 gauge anchor, 5--8d nails to truss, 5--8d nails to plate **** ANALYSIS OF ROOF SHEATHING AS SHEAR DIAPHRAGM TRANSVERSE **** Shear analysis applies along supporting shearwalls. Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is Oriented Strand Board, 7/16 inch thick Sheathing has no intermediate blocking Fasteners on panel ends are 8d nails spaced at 4 inches Fasteners in panel interior are 8d nails spaced at 12 inches Total lateral wind force on building = 4540 pounds Total force transferred through diaphragm to shearwalls = 2270 pounds Total length of shearwalls = 9 .67 feet MINIMUM REQUIRED TOTAL SHEARWALL LENGTH = 8.1 FT.--LOCATE EVENLY THROUGHOUT Actual diaphragm force per unit length of shearwall = 262 plf Allowable diaphragm force per unit length of shearwall 314 plf ------------------------------------------------------------------------------- *** Summary of Analysis *** Roof sheathing diaphragm satisfies Code requirements. **** ANALYSIS OF ROOF SHEATHING AS SHEAR DIAPHRAGM LONGITUDINAL **** Shear analysis applies along supporting shearwalls. Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is Oriented Strand Board, 7/16 inch thick Sheathing has no intermediate blocking Fasteners on panel ends are 8d nails spaced at 4 inches Fasteners in panel interior are 8d nails spaced at 12 inches Total lateral wind force on building = 3825 pounds Total force transferred through diaphragm to shearwalls = 1912.5 pounds Total length of shearwalls = 8 feet MINIMUM REQUIRED TOTAL SHEARWALL LENGTH = 6.1 FT.--LOCATE EVENLY THROUGHOUT Actual diaphragm force per unit length of shearwall = 239 plf Allowable diaphragm force per unit length of shearwall = 314 plf ------------------------------------------------------------------------------- *** Summary of Analysis *** Roof sheathing diaphragm satisfies Code requirements. **** ANALYSIS OF ROOF SHEATHING FOR FASTENER WITHDRAWAL **** Interior zone (area Ri) Roof trusses are Spruce--Pine--Fir lumber, spaced at 24 inches Sheathing is 7/16 inch with no intermediate blocking Size of sheathing is 48 inches by 96 inches Fasteners along end trusses are 8d nails spaced at 4 inches Fasteners along int. trusses are 8d nails spaced at 12 inches Total outward wind force on sheathing = 682 pounds Total withdrawal resistance of 41 nails = 1601 pounds (increased for wind) Fastening of roof sheathing satisfies Code requirements. Edge strip (area Si) width = 3 feet Roof trusses are Spruce--Pine--Fir lumber, spaced at 24 inches Sheathing is 7/16 inch with no intermediate blocking Size of sheathing is 48 inches by 96 inches Fasteners along end trusses are 8d nails spaced at 4 inches Fasteners along int. trusses are 8d nails spaced at 12 inches Total outward wind force on sheathing = 1050 pounds Total withdrawal resistance of 41 nails = 1601 pounds (increased for wind) Fastening of roof sheathing satisfies Code requirements. Roof trusses are Spruce--Pine--Fir lumber, spaced at 24 inches Sheathing is 7/16 inch with no intermediate blocking Size of sheathing is 48 inches by 96 inches **** DESIGN OF WALL STUDS **** ** Design of Wall Stud Number 1 *** 2 in. x 4 in. single studs at 16 in. spacing Stud height is 8.625 feet--located in interior zone Top of studs is laterally supported by ceiling diaphragm or other method Spruce--Pine--Fir lumber----Number 1--Number 2 grade Sheathing is 7/16 inch rated OSB, span rating 24/16 Cross-sectional area = 5.25 sq.in. Moment of inertia = 5.359375 in. -4 Section Modulus = 3.0625 in. -3 Elastic modulus of wood stud = 1400000 in. -2 Total outward force on stud = 303 pounds Stud moment = 326 ft-lb. Stresses: Stud bending vert : Actual = 1280 psi Allowable = 2415 psi (adjusted) Stud shear : Actual = 40 psi Allowable = 112 psi (adjusted) Stud tensile : Actual = 39 psi Allowable = 1020 psi (adjusted) Interaction bending and tension actual/allowable stress ratio total = .568256 Sheathing bending hor: Actual = 146 psi Allowable = 222 psi(adjusted) Deflections: Stud : Actual = .3643 in. Allowable = .575 in. ------------------------------------------------------------------------------- *** Summary of Design *** Wall structure satisfies all Code requirements. **** DES•IGN OF WALL STUDS **** ** Design of Wall Stud Number 2 *** 2 in. x 4 in. single studs at 16 in. spacing Stud height is 8.625 feet--located in end zone Top of studs is laterally supported by ceiling diaphragm or other method Spruce--Pine--Fir lumber----Number 1--Number 2 grade Sheathing is 7/16 inch rated OSB, span rating 24/16 Cross-sectional area = 5.25 sq. in. Moment of inertia = 5.359375 in. -4 Section Modulus = 3.0625 in. -3 Elastic modulus of wood stud = 1400000 in. -2 Total outward force on stud = 349 pounds Stud moment = 376 ft-lb. Stresses: Stud bending vert : Actual = 1474 psi Allowable = 2415 psi (adjusted) Stud shear : Actual = 46 psi Allowable = 112 psi (adjusted) Stud tensile : Actual = 39 psi Allowable = 1020 psi (adjusted) Interaction bending and tension actual/allowable stress ratio total = .6485873 Sheathing bending hor: Actual = 169 psi Allowable = 222 psi(adjusted) Deflections: Stud : Actual = .4196 in. Allowable = .575 in. ------------------------------------------------------------------------------- *** Summary of Design *** Wall structure satisfies all Code requirements. **** ALLOWABLE STRESS PROPERTIES **** Base stresses (psi) : Wood: Bending = 875 Tension = 425 Shear = 70 Elastic modulus = 1400000 Adjustment factors for wood: Duration (Du) = 1.6 Wet service (Wt) = 1 Temperature (Tm) = 1 Stability (St) = 1 Size (Sz) = 1.5 Volume (Vm) = 1 Flat use (Fu) = 1 Repetitive (Rp) = 1.15 Curvature (Cu) = 1 Form (Fm) = 1 Shear stress (Sh) = 1 Allowable stresses (psi) : Wood: Bending = 2415 (Base x Du x Wt x Tm x St x Sz x Vm x Fu x Rp x Cu x Fm) Tension = 1020 (Base x Du x Wt x Tm x Sz) Shear = 112 (Base x Du x Wt x Tm x Sh) Elastic modulus = 2240000 (Base x Wt x Tm) Sheathing: Bending = 222 (Base x 1 . 33) Elastic modulus = 61904.76 (Base) **** T 'R A N S V E R S E S H E A R W A L L A N A L Y S I S **** Gall framing is 2 in. x 4 in. studs at 16 inch spacing Wall stud framing lumber is Spruce--Pine--Fir Wall shear siding is Oriented Strand Board -- 7/16 inch thick Wall sheathing has all edges nailed Fasteners: 8d common nails spaced along edges at 4 inch centers Fasteners: 8d common nails spaced in interior at 12 inch centers Total lateral force on building = 4540 pounds Force applied at top of walls = 2270 pounds Accumulated total shearwall length = 9.67 feet Actual unit shear on shearwalls = 234 pounds per linear foot Allowable unit shear on shearwalls = 322 pounds per linear foot Shearwall satisfies Code requirements. ------------------------------------------------------------------------------- **** L O N G I T U D I N A L S H E A R W A L L A N A L Y S I S **** Wall framing is 2 in. x 4 in. studs at 16 inch spacing Wall stud framing lumber is Spruce--Pine--Fir Wall shear siding is Oriented Strand Board -- 7/16 inch thick Wall sheathing has all edges nailed Fasteners: 8d common nails spaced along edges at 4 inch centers Fasteners: 8d common nails spaced in interior at 12 inch centers Total lateral force on building = 3825 pounds Force applied at top of walls = 1912 pounds Accumulated total shearwall length = 8 feet Actual unit shear on shearwalls = 239 pounds per linear foot Allowable unit shear on shearwalls = 322 pounds per linear foot Shearwall satisfies Code requirements. ------------------------------------------------------------------------------- *** ANALYSIS OF OUTWARD FORCES ON WALL SHEATHING *** Wall number 1 : Total outward wind force on sheathing = 909 pounds : Total withdrawal resistance of 92 nails = 5133 pounds Wall number 2 : Total outward wind force on sheathing = 1047 pounds : Total withdrawal resistance of 92 nails = 5133 pounds **** ANALYSIS OF SHEATHING FASTENERS **** Wall framing is Spruce--Pine--Fir lumber Sheathing is 7/16 inch Oriented Strand Board Sheathing extends from bottom of bottom plate to top of top plate Fasteners are 8d common nails at 4 inch spacing Total uniform wind uplift in first story at top of wall level = 269 plf Uniform dead loads per linear foot: Roof = 114.0698 plf --------------------- Total = 114.0698 plf Total uniform dead load in first story at top of wall level = 114 plf Net wind uplift in first story at top of wall level = 155 plf Total uplift force on each nail = 51 pounds Allowable shear on each nail = 97 pounds (increased for wind) Sheathing to plate fastening satisfies all Code requirements. **** DESIGN OF FOUNDATION ANCHORAGE **** Anchor bolts are 1/2 inch A307, with 2 inch round washer at 48 inch centers. Total uniform wind uplift on foundation = 269 pounds per linear foot Uniform dead loads in pounds per linear foot: Roof = 114.0698 plf Wall = 41 .01338 plf -------------------- Total = 155.0832 plf Total uniform dead load times 2/3 = 103 pounds per linear foot Net uplift force on foundation = 166 pounds per linear foot Total uplift force on each anchor bolt = 664 pounds Safe tension value of each anchor bolt = 1634 pounds (increased by 1/3) Bolt safe tension value is governed by washer failure ------------------------------------------------------------------------------- *** Summary of Design *** Foundation anchorage satisfies all Code requirements. **** DESIGN OF CORNER HOLD-DOWN REQUIREMENTS **** Hold-down is one typical anchor bolt with washer, each wall Normal anchor bolt spacing = 48 inches Distance from corner to hold-down device = 6 inches Distance from corner to first interior anchor bolt = 48 inches Net uplift force on foundation = 166 pounds per linear foot Tributary distance to corner device = 2.25 feet Net uplift on corner hold-down device = 373 pounds Uplift tension due to shearwall action in a transverse shearwall segment: Distance from corner to hold-down device = 6 inches Distance from corner to first interior anchor bolt = 12 inches Total shear from shearwall segment = 821 pounds Height of wall = 9 feet Uniform dead load times 2/3 = 27 pounds per linear foot Shearwall moment at bottom of wall = 7394 foot-pounds Additional tension at corner device = 1955 pounds Total uplift tension on corner hold-down devices = 2328 pounds Allowable tension on corner hold-down devices = 3268 pounds ------------------------------------------------------------------------------ *** Summary of Design *** Corner hold-down device COMPLIES with Code requirements. **** ANALYSIS OF FOUNDATION **** Stemwall is 8 inch concrete masonry, filled with grout, 16 inches high Footing is 16 inches wide by 8 inches deep Earth cover over top of footing is 8 inches Total uniform wind uplift on foundation = 269 pounds per linear foot Uniform dead loads in pounds per linear foot: Roof = 114.0698 plf Wall = 41.01338 plf -------------------- Total = 155.0832 plf Total uniform dead load times 2/3 = 103 pounds per linear foot Net uplift force at top of foundation = 166 pounds per linear foot Weight of stemwall footing earth x 2/3 = 205 pounds per linear foot Net uplift at bottom of footing = 0 pounds per linear foot ------------------------------------------------------------------------------- *** Summary of Analysis *** Foundation is stable. **** ANALYSIS OF REINFORCING STEEL **** Grade 40 reinforcing steel, Number 5 vert. bars at 96 inch centers Total uniform wind uplift on foundation = 269 pounds per linear feet Uniform dead loads in pounds per linear foot: Roof = 114.0698 plf Wall = 41 .01338 plf -------------------- Total = 155.0832 plf Total uniform dead load times 2/3 = 103 pounds per linear foot Net uplift force on foundation = 166 pounds per linear foot Weight of concrete block stemwall x 2/3 = 81 pounds per linear foot Net uplift at top of footing = 85 pounds per linear foot Total uplift force on each re-bar = 680 pounds Safe tension value of each re-bar = 8181 pounds (increased by 1/3) ------------------------------------------------------------------------------- *** Summary of Analysis *** Reinforcing steel satisfies all Code requirements. **** SUMMARY OF REINFORCING DATA **** Foundation wall data: Wall is composed of 8 inch concrete masonry, fully grouted. Wall reinforcing is Grade 40 steel, Number 5 at 96 inch centers Minimum required lap splice for Number 5 bar is 25 inches. Minimum required clearance for Number 5 bar is 1.5 inches. Wall reinf. in footing has a std. A.C.I . hook, 6 inches below top of footing. Footing data: Footing is continuous, 16 inches wide by 8 inches deep. Footing concrete is 2500 psi Footing reinforcing is Grade 40 steel, 2--#( ) longitudinal. Minimum required splice length = 25 inches Reinforcing steel shall have cover as follows: Top-------6 inches Sides-----3 inches Bottom----3 inches Jer-a entry Dy: VUAALJL AILAA114 Ttrl,40AZY AM-al IZ�-I LuL%--: i-U-Vv , 210lG Project name: ADDITION TO RESIDENCE FOR MR & MRS AL DIMOUSH ,� /�1lD p ,T'v(b Ldcation DUVAL COUNTY FLORIDA ------------------------------------------------------------------------------- R E S I D E N T I A L W I N D D E S I G N A N D A N A L Y S I S A product of EDA Software, I -Based on the Standard Building Code 1994 dition ---------- ----------------------------------- --------------------------- **** GENERAL INPUT DATA **** lq,?-7 E�ITIO i Aar f Permanent construction coh PG Simple rectangular building 1 - - - Bearing wall at roof level j i I I 1 <---Plan outline I 1 i of residence I I I ----Ridge---- 1 Width 1 1 End wall---> 1 I I j j 1 Bearing wall at roof level 1 v 1 ---------------------------------------- I - - - 1 <----------------Length----------------> 1 Length along bearing walls out to out of studs = 24 feet Width along end walls out to out of studs = 24 feet Roof overhang in long direction from outer face of stud = 2 feet generally Roof overhang at short end wall from outer face of stud = 2 feet generally Height of exterior wall to top of plate on long side = 20 feet constant Roof cross slope = 6 /12 Wind velocity = 100 mph **** DEGREE OF ENCLOSURE **** ------------------------------------------------------------------------------- Assume that this building is an 'Enclosed building' per Code 1606.2.3. ------------------------------------------------------------------------------- OVEN H C1t�0�pV B A NoNo��F�cE BUILD JPN �'12d� i - 6 - 00 i *** STRUCTURAL FRAMING INPUT DATA **** k** Roof Structural Data *** Member number 1 Jack truss--hip-ended roof Span length out to out of supports = 24 feet Roof cross slope = 6 /12 truss spacing = 24 inches overhang = 2 feet ** Wall Structural Data *** Spacing of wall studs = 16 inches Dotal number of plates = 3 mall stud number 1 is 10 feet high out to out of plates Gall stud number 2 is 8 feet high out to out of plates COEFFICIENTS AND PRESSURES Main Wind Force Resisting Systems Actual pressure = Velocity pressure x Use factor x Coefficient Wind velocity is 100 mph Mean roof height is 23.37268 feet Velocity pressure is 23.19735 psf Use factor is 1.0 Roof cross slope is 6 on 12, which equals 26.56505 degrees to horizontal End zone width is 6 feet Coefficient Design Pressure (psf) ------------------------------------------------------------------- End zone Windward wall (1E) .7 16.23 Windward roof (2E) -1 -23.2 Leeward roof (3E) -1 -23.2 Leeward wall (4E) -.95 -22.04 Overhang -1.5 -34.8 Interior zone Windward wall (1) .4 9.27 Windward roof (2) -.75 -17.4 Leeward roof (3) -.75 -17.4 Leeward wall (4) -.7 -16.24 Overhang -1.5 -34.8 TOTAL WIND FORCES ON ENTIRE BUILDING Main Wind Force Resisting Systems Forces transverse: Lateral forces (pounds) : Windward wall = 5928 inward Leeward wall = 8899 outward Uplift forces (pounds) : Windward roof = 5846 upward Leeward roof = 5846 upward Windward overhang = 1670 upward Forces longitudinal: Lateral forces (pounds) : Windward wall = 8358 inward Leeward wall = 2426 outward COEFFICIENTS AND PRESSURES Roof Components and Cladding Ictual pressure = Velocity pressure x Use factor x Coefficient Jelocity pressure = 23.19735 psf Use factor = 1.0 Edge strip width = 3 feet End zone width = 6 feet Aember 1 --Span 24 ft. , Spacing 24 in. , Slope 6 /12, Overhang 2 ft. lember located in interior zone: Tributary area = 192 square feet Interior area : Coefficient = -1 .1 Pressure = -25.518 psf Eave and ridge areas: Coefficient = -1.2 Pressure = -27.837 psf 3verhang area : Coefficient = -1.55 Pressure = -35.956 psf Bind uplift at bearing = 776 pounds Aember 2 --Span 24 ft. , Spacing 24 in. , Slope 6 /12, Overhang 2 ft. Aember located in end zone: Tributary area = 192 square feet Interior area : Coefficient = -1.1 Pressure = -25.518 psf Eave and ridge areas: Coefficient = -1.2 Pressure = -27.837 psf overhang area : Coefficient = -1.55 Pressure = -35.956 psf wind uplift at bearing = 776 pounds COEFFICIENTS AND PRESSURES Wall Components and Cladding Actual pressure = Velocity pressure x Use factor x Coefficient Jelocity pressure = 23.19735 psf Use factor = 1.0 Edge strip width = 3 feet gall stud number 1 --Stud height 9.625 feet, Spacing 16 inches Stud located in interior zone: Tributary area = 30.88021 square feet _oefficient = -1.292 Pressure = -29.971 psf Jutward wind force on stud = 384 pounds gall stud number 2 --Stud height 9 .625 feet, Spacing 16 inches Stud located in end zone: Tributary area = 30.88021 square feet Zoefficient = -1.483 Pressure = -34.402 psf Jutward wind force on stud = 441 pounds gall stud number 3 --Stud height 7.625 feet, Spacing 16 inches Stud located in interior zone: Tributary area = 19 .38021 square feet Zoefficient = -1.297 Pressure = -30.087 psf Jutward wind force on stud = 305 pounds gall stud number 4 --Stud height 7.625 feet, Spacing 16 inches Stud located in end zone: Tributary area = 19.38021 square feet Zoefficient = -1.493 Pressure = -34.634 psf Jutward wind force on stud = 352 pounds ROOF LOADING--Roof Number 1 (pounds per square foot) Roof cross slope = 6 inches per foot --------------------------------------- Fiberglass shingles 150 # per square and 1 layer of 15 # felt = 1.65 No insulation 7/16 in. roof sheathing = 1.31 ------------------------------------------------------------------------- Total roof unit weight on slope = 2.96 Cosine of roof cross slope = .8944272 ------------------------------------------------------------------------- Roof unit weight on horizontal = 3. 309381 2 in. x 4 in. wood trusses at 24 in. spacing = 2.215147 1 layer of 1/2 in. gypsum board ceiling--plain = 2 Ceiling insulation R-30 = .5 Air-conditioning ductwork = 1 Full lighting = .3 Miscellaneous = 0 ------------------------------- ------ Total = 9. 324529 Roof Unit Dead Load = 10 psf Roof dead load supported generally by wall = 123.3943 plf ROOF LOADING--Roof Number 2 (pounds per square foot) Roof cross slope = 6 inches per foot --------------------------------------- Fiberglass shingles 150 # per square and 1 layer of 15 # felt = 1.65 No insulation 7/16 in. roof sheathing = 1.31 ------------------------------------------------------------------------- Total roof unit weight on slope = 2.96 Cosine of roof cross slope = .8944272 ------------------------------------------------------------------------- Roof unit weight on horizontal = 3.309381 2 in. x 4 in. wood trusses at 24 in. spacing = 2.215147 player of 1/2 in. gypsum board ceiling--plain = 2 Ceiling insulation R-30 = .5 Air-conditioning ductwork = 1 Full lighting = .3 Miscellaneous = 0 Total = 9. 324529 Roof Unit Dead Load = 10 psf Roof dead load supported generally by wall = 123.3943 pif ROOF MEMBER DEAD LOAD REACTIONS AT BEARINGS All values are in pounds Roof member number 1 --Span 24 feet, Slope 6 /12, interior zone---- 246 Roof member number 2 --Span 24 feet, Slope 6 /12, end zone--------- 246 FLOOR LOADING (pounds per square foot) Carpeting = 1 3/4 in. plywood flooring = 2.25 Wood I-beams at 24 in. spacing = 2.5 Gypsum board plain ceiling--total 1 layer of 1/2 in. = 2 Air-conditioning ductwork = 1 Full lighting = .3 Total = 9.05 Floor Unit Dead Load = 10 psf Floor dead load supported by wall = 116.9313 plf EXTERIOR WALL LOADING (pounds per linear foot) Wood frame wall-- 8 ft. out to out plates--Second story 3--2 in. x 4 in. plates = 2.865625 2 in. x 4 in. studs at 16 in. spacing = 5.462598 R-13 Insulation = 1.90625 7/16 in. plywood siding = 10.5 1/2 in. Gypsum board--Total 1 layer--- = 16 Total ------------------------36.73447 Exterior Wall Unit Dead Load = 37 plf EXTERIOR WALL LOADING (pounds per linear foot) Wood frame wall-- 10 ft. out to out plates--First story 3--2 in. x 4 in. plates = 2.865625 2 in. x 4 in. studs at 16 in. spacing = 6.895411 R-13 Insulation = 2.40625 7/16 in. plywood siding = 15.75 1/2 in. Gypsum board--Total 1 layer--- = 20 --------------------------------------- Total = 47.91729 Exterior Wall Unit Dead Load = 48 plf Combined Wall Unit Dead Load = 85 plf S U M M A R Y O F H U R R I C A N E A N C H O R D E S I G N Simpson hurricane anchors Member number 1 --Span 24 feet, located in interior zone:--Model 2--H2 Member number 2 --Span 24 feet, located in end zone:-------Model 2--H2 S U M M A R Y O F H U R R I C A N E A N C H O R A N A L Y S I S All values of forces are in pounds. Resistances have been increased for wind. End zone width = 6 feet Code: C = Compliance N = Non-compliance Simpson hurricane anchors Member 1 --Hip roof--Span 24 feet, at 24 inches oc--in interior zone: Uplift = 776 Dead = 246 Net = 530 Model 2--H2, Resistance = 549 C 2--Model H2--18 gauge anchor, 5--8d to truss, 5--8d to stud (each) Member 2 --Hip roof--Span 24 feet, at 24 inches oc--in end zone: Uplift = 776 Dead = 246 Net = 530 Model 2--H2, Resistance = 549 C 2--Model H2--18 gauge anchor, 5--8d to truss, 5--8d to stud (each) **** ANALYSIS OF ROOF SHEATHING AS SHEAR DIAPHRAGM TRANSVERSE **** -)hear analysis applies along supporting shearwalls. Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is Oriented Strand Board, 7/16 inch thick Sheathing has no intermediate blocking Fasteners on panel ends are 8d nails spaced at 4 inches Fasteners in panel interior are 8d nails spaced at 12 inches Total lateral wind force on building = 14827 pounds Total force transferred through diaphragm to shearwalls = 3706 pounds Total length of shearwalls = 30 feet KINIMUM REQUIRED TOTAL SHEARWALL LENGTH = 13.2 FT.--LOCATE EVENLY THROUGHOUT Actual diaphragm force per unit length of shearwall = 138 plf Allowable diaphragm force per unit length of shearwall = 314 plf ------------------------------------------------------------------------------- *** Summary of Analysis *** Roof sheathing diaphragm satisfies Code requirements. **** ANALYSIS OF ROOF SHEATHING AS SHEAR DIAPHRAGM LONGITUDINAL **** Shear analysis applies along supporting shearwalls. Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is Oriented Strand Board, 7/16 inch thick Sheathing has no intermediate blocking Fasteners on panel ends are 8d nails spaced at 4 inches Fasteners in panel interior are 8d nails spaced at 12 inches Total lateral wind force on building = 10784 pounds Total force transferred through diaphragm to shearwalls = 2696 pounds Total length of shearwalls = 24 feet KINIMUM REQUIRED TOTAL SHEARWALL LENGTH = 8.6 FT.--LOCATE EVENLY THROUGHOUT Actual diaphragm force per unit length of shearwall = 112 pif Allowable diaphragm force per unit length of shearwall = 314 plf ------------------------------------------------------------------------------- *** Summary of Analysis *** Roof sheathing diaphragm satisfies Code requirements. a **** ANALYSIS OF ROOF SHEATHING FOR FASTENER WITHDRAWAL **** Interior zone (area Ri) Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is 7/16 inch with no intermediate blocking Size of sheathing is 48 inches by 96 inches Fasteners along end trusses are 8d nails spaced at 4 inches Fasteners along int. trusses are 8d nails spaced at 12 inches Total outward wind force on sheathing = 787 pounds Total withdrawal resistance of 41 nails = 3113 pounds (increased for wind) Fastening of roof sheathing satisfies Code requirements. Edge strip (area Si) width = 3 feet Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is 7/16 inch with no intermediate blocking Size of sheathing is 48 inches by 96 inches Fasteners along end trusses are 8d nails spaced at 4 inches Fasteners along int. trusses are 8d nails spaced at 12 inches Total outward wind force on sheathing = 1206 pounds Total withdrawal resistance of 41 nails = 3113 pounds ( increased for wind) Fastening of roof sheathing satisfies Code requirements. Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is 7/16 inch with no intermediate blocking Size of sheathing is 48 inches by 96 inches **** DESIGN OF WALL STUDS **** *** Design of Wall Stud Number 1 *** 2 in. x 4 in. single studs at 16 in. spacing Stud height is 9.625 feet--located in interior zone Top of studs is laterally r ed by ceiling hragm or other method Spruce--Pine--Fir lumber --Select Structural grade Sheathing is 7/16 inch rate , 4 1 Cross-sectional area = 5.25 sq. in. Moment of inertia = 5.359375 in. -4 Section Modulus = 3.0625 in.-3 Elastic modulus of wood stud = 1500000 in. -2 Total outward force on stud = 384 pounds Stud moment = 462 ft-lb. Stresses: Stud bending vert : Actual = 1810 psi Allowable = 3450 psi (adjusted) Stud shear : Actual = 51 psi Allowable = 112 psi (adjusted) Stud tensile : Actual = 9 psi Allowable = 1620 psi (adjusted) Interaction bending and tension actual/allowable stress ratio total = .5301932 Sheathing bending hor: Actual = 166 psi Allowable = 222 psi(adjusted) Deflections: Stud : Actual = .5989 in. Allowable = .6416 in. ------------------------------------------------------------------------------- *** Summary of Design *** Wall structure satisfies all Code requirements. [ L J� **** DESIGN OF WALL STUDS **** *** Design of Wall Stud Number 2 *** 2 in. x 4 in. single studs at 12 in. spacing Stud height is 9.625 feet--located in end zone Top of studs is laterally s e y ceiling hragm or other method Spruce--Pine--Fir lumber- --Select Structural grade Sheathing is 7/16 inch ra e"SB, -span- rating 24L1,6 Cross-sectional area = . sq. n. Moment of inertia = 5.359375 in. -4 Section Modulus = 3.0625 in.-3 Elastic modulus of wood stud = 1500000 in. -2 Total outward force on stud = 330.75 pounds Stud moment = 397 ft-lb. Stresses: Stud bending vert : Actual = 1559 psi Allowable = 3450 psi (adjusted) Stud shear : Actual = 44 psi Allowable = 112 psi (adjusted) Stud tensile : Actual = 7 psi Allowable = 1620 psi (adjusted) Interaction bending and tension actual/allowable stress ratio total = .456205 Sheathing bending hor: Actual = 115 psi Allowable = 222 psi(adjusted) Deflections: Stud : Actual = .5158 in. Allowable = .6416 in. ------------------------------------------------------------------------------- *** Summary of Design *** Wall structure satisfies all Code requirements. 1 L� i1_ 2 F1 SLZ c-� �7"�z c�cZfL �;I�r�l�cs xq c `� **** DESIGN OF WALL STUDS **** *** Design of Wall Stud Number 3 *** 2 in. x 4 in. single studs at 16 in. spacing Stud height is 7.625 feet--located in interior zone Top of studs is laterally supported by ceiling diaphragm or other method Spruce--Pine--Fir lumber----Stud grade Sheathing is 7/16 inch rated OSB, span rating 24/16 Zross-sectional area = 5.25 sq. in. foment of inertia = 5.359375 in. -4 Section Modulus = 3.0625 in. -3 Elastic modulus of wood stud = 1200000 in. -2 Total outward force on stud = 305 pounds Stud moment = 290 ft-lb. Stresses: Stud bending vert : Actual = 1139 psi Allowable = 1366 psi (adjusted) Stud shear : Actual = 40 psi Allowable = 112 psi (adjusted) Stud tensile : Actual = 48 psi Allowable = 572 psi (adjusted) Interaction bending and tension actual/allowable stress ratio total = .9177375 Sheathing bending hor: Actual = 167 psi Allowable = 222 psi(adjusted) Deflections: Stud : Actual = .2956 in. Allowable = .5083 in. ------------------------------------------------------------------------------- *** Summary of Design *** gall structure satisfies all Code requirements. **** DESIGN OF WALL STUDS **** *** Design of Wall Stud Number 4 *** 2 in. x 4 in. single studs at 16 in. spacing Stud height is 7.625 feet--located in and zone Top of studs is laterally supported by ceiling diaphragm or other method Spruce--Pine--Fir lumber----Number 1--Number 2 grade Sheathing is 7/16 inch rated OSB, span rating 24/16 Cross-sectional area = 5.25 sq. in. Koment of inertia = 5.359375 in. -4 Section Modulus = 3.0625 in. -3 Elastic modulus of wood stud = 1400000 in. -2 Total outward force on stud = 352 pounds Stud moment = 335 ft-lb. Stresses: Stud bending vert : Actual = 1314 psi Allowable = 2415 psi (adjusted) Stud shear : Actual = 46 psi Allowable = 112 psi (adjusted) Stud tensile : Actual = 48 psi Allowable = 1020 psi (adjusted) Interaction bending and tension actual/allowable stress ratio total = .5911582 Sheathing bending hor: Actual = 192 psi Allowable = 222 psi(adjusted) Deflections: Stud : Actual = .2924 in. Allowable = .5083 in. ------------------------------------------------------------------------------- *** Summary of Design *** Wall structure satisfies all Code requirements. **** ALLOWABLE STRESS PROPERTIES **** 3ase stresses (psi) : good: Bending = 875 Tension = 425 Shear = 70 Elastic modulus = 1400000 Adjustment factors for wood: Duration (Du) = 1.6 Wet service (Wt) = 1 Temperature (Tm) = 1 Stability (St) = 1 Size (Sz) = 1.5 Volume (Vm) = 1 Flat use (Fu) = 1 Repetitive (Rp) = 1.15 Curvature (Cu) = 1 Form (Fm) = 1 Shear stress (Sh) = 1 Allowable stresses (psi) : Mood: Bending = 2415 (Base x Du x Wt x Tm x St x Sz x Vm x Fu x Rp x Cu x Fm) Tension = 1020 (Base x Du x Wt x Tm x Sz) Shear = 112 (Base x Du x Wt x Tm x Sh) Elastic modulus = 2240000 (Base x Wt x Tm) Sheathing: Bending = 222 (Base x 1.33) Elastic modulus = 61904.76 (Base) Y **** T R A N S V E R S E S H E A R W A L L A N A L Y S I S **** gall framing is 2 in. x 4 in. studs at 16 inch spacing Mall stud framing lumber is Spruce--Pine--Fir Mall shear siding is Oriented Strand Board -- 7/16 inch thick gall sheathing has all edges nailed Fasteners: 8d common nails spaced along edges at 3 inch centers Fasteners: 8d common nails spaced in interior at 12 inch centers Total lateral force on building = 14827 pounds Force applied at top of walls = 11120 pounds Accumulated total shearwall length = 30 feet Actual unit shear on shearwalls = 370 pounds per linear foot Allowable unit shear on shearwalls = 429 pounds per linear foot Shearwall satisfies Code requirements. ------------------------------------------------------------------------------- **** L O N G I T U D I N A L S H E A R W A L L A N A L Y S I S **** Mall framing is 2 in. x 4 in. studs at 16 inch spacing gall stud framing lumber is Spruce--Pine--Fir Mall shear siding is Oriented Strand Board -- 7/16 inch thick gall sheathing has all edges nailed Fasteners: 8d common nails spaced along edges at 3 inch centers Fasteners: 8d common nails spaced in interior at 12 inch centers Total lateral force on building = 10784 pounds Force applied at top of walls = 8088 pounds Accumulated total shearwall length = 24 feet Actual unit shear on shearwalls = 337 pounds per linear foot Allowable unit shear on shearwalls = 429 pounds per linear foot 3hearwall satisfies Code requirements. ------------------------------------------------------------------------------- I *** ANALYSIS OF OUTWARD FORCES ON WALL SHEATHING *** Wall number 1 Total outward wind force on sheathing = 1152 pounds Total withdrawal resistance of 128 nails = 7142 pounds Wall number 2 Total outward wind force on sheathing = 1323 pounds Total withdrawal resistance of 128 nails = 7142 pounds Wall number 3 Total outward wind force on sheathing = 915 pounds Total withdrawal resistance of 108 nails = 6026 pounds Wall number 4 Total outward wind force on sheathing = 1056 pounds Total withdrawal resistance of 108 nails = 6026 pounds **** ANALYSIS OF SHEATHING FASTENERS **** Wall framing is Spruce--Pine--Fir lumber Sheathing is 7/16 inch Oriented Strand Board Sheathing extends from bottom of bottom plate to top of top plate Fasteners are 8d common nails at 3 inch spacing Total uniform wind uplift in second story at top of wall level = 316 plf Uniform dead loads per linear foot: Roof = 123.3943 plf --------------------- Total = 123.3943 plf Total uniform dead load in second story at top of wall level = 123 plf Net wind uplift in second story at top of wall level = 193 plf Total uplift force on each nail = 48 pounds Allowable shear on each nail = 97 pounds (increased for wind) Sheathing to plate fastening satisfies all Code requirements. **** ANALYSIS OF SHEATHING FASTENERS **** Ball framing is Spruce--Pine--Fir lumber Sheathing is 7/16 inch Oriented Strand Board Sheathing extends from bottom of bottom plate to top of top plate Fasteners are 8d common nails at 3 inch spacing Total uniform wind uplift in first story at top of wall level = 316 plf Uniform dead loads per linear foot: Roof = 123.3943 plf Wall = 36.73447 plf Floor = 116.9313 plf --------------------- Total = 277.0601 plf Total uniform dead load in first story at top of wall level = 277 plf Net wind uplift in first story at top of wall level = 39 plf Total uplift force on each nail = 9 pounds Allowable shear on each nail = 97 pounds (increased for wind) Sheathing to plate fastening satisfies all Code requirements. I **** ANALYSIS OF PORCH ROOF BEAM TO COLUMN CONNECTION *** Columns are at 99 inch average spacing Simpson Model PC44----12 gauge----12-16d to beam----8-16d to column Southern Pine framing lumber Total uniform wind uplift at top of column = 295 plf Total uniform dead load at top of column = 50 plf Net uniform wind uplift at top of column = 245 plf Total uplift force on connector = 2018 pounds Allowable tension load on connector = 1470 pounds (increased by 1/3) ----------------------------------------------------------------------- *** Summary of Analysis *** Connection fails to satisfy Code requirements. i k*** DESIGN OF FOUNDATION ANCHORAGE **** Inrchor bolts are 1/2 inch A307, with 2 inch round washer at 48 inch centers. notal uniform wind uplift on foundation = 316 pounds per linear foot Jniform dead loads in pounds per linear foot: Roof = 123.3943 plf Wall = 36.73447 plf Floor = 116.9313 plf Wall = 47.91729 plf -------------------- Total = 324.9774 plf total uniform dead load times 2/3 = 216 pounds per linear foot let uplift force on foundation = 100 pounds per linear foot total uplift force on each anchor bolt = 400 pounds Safe tension value of each anchor bolt = 1634 pounds (increased by 1/3) Solt safe tension value is governed by washer failure ------------------------------------------------------------------------------- k** Summary of Design *** oundation anchorage satisfies all Code requirements. k*** DESIGN OF CORNER HOLD-DOWN REQUIREMENTS **** Sold-down is one typical anchor bolt with washer, each wall lormal anchor bolt spacing = 48 inches )istance from corner to hold-down device = 6 inches )istance from corner to first interior anchor bolt = 48 inches let uplift force on foundation = 100 pounds per linear foot tributary distance to corner device = 2.25 feet stet uplift on corner hold-down device = 225 pounds Jplift tension due to shearwall action in a transverse shearwall segment: )istance from corner to hold-down device = 6 inches )istance from corner to first interior anchor bolt = 3 inches total shear from shearwall segment = 2224 pounds ieight of wall = 20 feet Jniform dead load times 2/3 = 56 pounds per linear foot 3hearwall moment at bottom of wall = 29654 foot-pounds Idditional tension at corner device = 3447 pounds Dotal uplift tension on corner hold-down devices = 3672 pounds lllowable tension on corner hold-down devices = 3268 pounds ------------------------------------------------------------------------------ k** Summary of Design *** :orner hold-down device FAILS to comply with Code requirements. 3,. 4Ip 4/ „ Z ALd' (hex -TIPtcAL 5Hj=-4j2 cvAi-L ENDS i **** ANALYSIS OF FOUNDATION **** Stemwall is 8 inch concrete masonry, filled with grout, 16 inches high Footing is 24 inches wide by 8 inches deep Earth cover over top of footing is 8 inches Total uniform wind uplift on foundation = 316 pounds per linear foot Uniform dead loads in pounds per linear foot: Roof = 123.3943 plf Wall = 36.73447 plf Floor = 116.9313 plf Wall = 47.91729 plf -------------------- Total = 324.9774 plf Total uniform dead load times 2/3 = 216 pounds per linear foot Net uplift force at top of foundation = 100 pounds per linear foot Weight of stemwall footing earth x 2/3 = 285 pounds per linear foot Net uplift at bottom of footing = 0 pounds per linear foot ------------------------------------------------------------------------------- *** Summary of Analysis *** Foundation is stable. **** ANALYSIS OF REINFORCING STEEL **** Grade 40 reinforcing steel, Number 5 vert. bars at 48 inch centers Total uniform wind uplift on foundation = 316 pounds per linear feet Uniform dead loads in pounds per linear foot: Roof = 123.3943 plf Wall = 36.73447 plf Floor = 116.9313 plf Wall = 47.91729 plf -------------------- Total = 324.9774 plf Total uniform dead load times 2/3 = 216 pounds per linear foot Net uplift force on foundation = 100 pounds per linear foot Weight of concrete block stemwall x 2/3 = 81 pounds per linear foot Net uplift at top of footing = 19 pounds per linear foot Total uplift force on each re-bar = 76 pounds Safe tension value of each re-bar = 8181 pounds (increased by 1/3) ------------------------------------------------------------------------------- *** Summary of Analysis *** Reinforcing steel satisfies all Code requirements. P *** SUMMARY OF REINFORCING DATA **** bundation wall data: fall is composed of 8 inch concrete masonry, fully grouted. tall reinforcing is Grade 40 steel, Number 5 at 48 inch centers Iinimum required lap splice for Number 5 bar is 25 inches. finimum required clearance for Number 5 bar is 1.5 inches. fall reinf. in footing has a std. A.C.I . hook, 6 inches below top of footing. looting data: looting is continuous, 24 inches wide by 8 inches deep. looting concrete is 2500 psi looting reinforcing is Grade 40 steel, 2--#( ) longitudinal. iinimum required splice length = 25 inches teinforcing steel shall have cover as follows: Top-------6 inches Sides-----3 inches Bottom----3 inches 10 **** ANALYSIS OF PORCH COLUMN ANCHORAGE TO FOUNDATION *** Columns are 4 in. x 4 in. x 10 ft. at 99 inches average spacing Simpson Model CB44----7 ga. base and strap----2-5/8 in. bolts Southern Pine framing lumber for columns Top of column: Uniform wind uplift = 295 plf Total wind uplift to column = 2438 pounds Uniform roof dead load = 50 plf Total roof dead load to column = 420 pounds 4eight of column = 29 pounds --------------------------------------------- Total dead load at anchorage = 449 pounds Anchorage dead load times 2/3 = 299 pounds Net uplift force at anchorage = 2139 pounds Bottom of column anchorage: Net uplift force = 2139 pounds Allowable tension load = 4200 pounds (increased by 1/3) ----------------------------------------------------------------------- *** Summary of Analysis *** vonnections COMPLY with Code requirements. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028923 Date 8/26/04 Property Address . . . . . . 122 S OCEANWALK DR Tenant nbr, name . . . . . . REPL HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- -------- -------------- ------------------------ GOBER, ROGER SNYDER HEATING & AIR 122 OCEANWALK DRIVE P.O. BOX 16826 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32245 (904) 641-0600 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: tS�a5 Property Address: )olo S,( Nr-J LA-,11\(J< K Owner: Gof-,(2- Telephone #: o?K/- 5c•3 Contractor: St46kR- C,cu Telephone Contractor Address: PL). x l0sa�d 5N c,GL 3;z-1-4s Fax#: 6W- 23-201 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 ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building 0/"Electric or site,list the building permit number: ❑ Gas: _LP Natural _Central Utility ❑ Oil ❑ Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK eat _Space _Recessed Central —Floor Residential o' Air Conditioning: _Room _/Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacitycfin ❑ Refrigeration ❑ New Building ❑ Cooling Tower:Capacity gpm El Fire Sprinklers:Number of Heads /Existing Building ❑ Elevator: _- Manlift Escalator (Number) Q Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Too's Agency I ;�Nc 3 u HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number'Units Description Model# Manufacturer BTU's Agency a A K 02 HIS h­ TANKS TANKS Nominal Capacity Type Liquid serial Approving How Many &Dimensions Contained Msnufiicturer No. Agency 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800 a Fax: (904)247-5845. http://www.cLadantic-beach.fLus FROM Panasonic FA'Y; SYSTEM PHONE NO. : 3042417766 Mar. 16 1999 06:19PM P1 AMP SHOWING BOUNDARY SUR EY OF LQ t BLOC' AS SHOWN ON MAP OF /S pFC!?RDED /N PLAT sooK PAGES-1- F' _OF 1H£ 4 ,�R@wlY��_«s��t F'f�.•etY"• •,,8. 4+., vis. CER rff*IED TO.. 0 �� l ' 2 Z ���EGy.t-•--� �.•.1 G:+c.w.i{ �i� �..!� �J ca �T �� t 41 t11.JV l p.Pi It%tv.'r i i �rrT` :1146R'� J-e�- c r- + tr a�azrt ,ems _ Lpp.14, P V iY ,O ,j � Nr •Y {_ r i' fl.. ..; .. 0..4, �+( f1 jv .* � Q 4 et V ZG1-�. � f•t•/ .)a•t_.+IL't r r�.p j I1f 4 ya Q 0 -2 ' d woan • a � +a.,ti6 'A (� J RECEI v t f-v T' iAW !,ANS 2000 City of Atlantic Beach t. Building and Zoning S 1700 SMADOtYOM LANE, SUM Z40, JACKSONVILLE, FLORIVA .752?07 t'/vw* (904) J9d-+iix- mx (w4) 3-t0--.w" CEiYtRAL tES : C t-O"I Or - LMFVRE LE'G'END R RADIUS (}) KA01M05 5Wr#0 N[REOH AM BA190 ON P,t POINT Oi 144Gt CY b DELTA pMTER*R U4LE I %-J.tot,wl-.A-*E P R.C. POINT OF REVERSE CURVE A ARC LfNG1N t...K •- {zev►e, P f t POINT ,4 CCOWPOLIND CUwvE C CHORD (2) THIS PROPERTY HAS NOT BEEN ABSTRACTED P O.C. MR? ON CURVE co CHORD BLARMOG �i C COR £A5£Y£N75, COVENANTS, RCSTRICTIONS D R L �E' R[STRICTfON UNE A/C FJ C R G CENTER k 04E GOWC' NCRE'TT (3) VN0CIM*OVM0 UTILITIES SERVING THIS RJW RIGHT- f•WAY ARM*T'f NAVE 1407 K£N LOCATCO OR SHOWN sr-uz a / f (4) THE PROPERIT SHOWN HEREON LIES WITHIN ^- TLOOD LOME X AS PER F.£_ta_A. tg- 3-z1 tg WATH N E. PCRRET. FLA. CERT- NO. 5732 iIOOO INSURANCE RATE ltAP, PANEL AM Of �L,O SURVEY CARL S. COUR$Ok, FLA. CERT. NO, 31250 vt, SAW %WMM Wrsuour MM anusss A 7W ONIFA t OAWW NAI AP A nARM. PN~w Lus 24' 1 (2)24 40 .(1� 2Q . FAMILY ROOM\ 10' FLAT CEILING F, { 1 � (2)2460 /f 24' LL 4-11 3050 H KNEE i NEW DINING R��, k.� s-�o• � 10' FLAT CEILING � E VE i�. 1 f ff /i I ; RECEIVED` (2)3050 FEB 2 2 QO i each r I uilding and Eoning f f 4, 4 t 4'-8" ,t 6'-1" (2)2450 IN ALL S, GAME ROOM 1� 8' CEILING Sa1�P (2)2450 24' I 4 ;' ' 42" HIGH HAND RAIL 1 14'-7" ALL S( 42" ND RAIL 3•_4., (2)3030 P 12' 12' 2NDIFLOOR SCALE 1/4" = it .. Psa 167817 DEPAtRtIMIENT OF StlltDiNGt ' { CITY OF ATLANTIC BEACH PIR l I T UPOR;l TION _--Rw. .. LOCATION I,I f S ?N r -» »E. 1678? A dzes3� ' OC + A L3ItIVEOUH `.Number d r P thi t Ty►Pe*MfECHAN I CAL -ATLA T I,C BZACH b FLORIDA, 32 33 � ' of Wotk,:[ALTZRATION, LROA r 1 8GRI ! IQAI co tt, Trg+ R`,fOal} FRAME Bl ock. Lot osed Use-f S c,Il: ► Subd: Req: t3 $ub4ivisa on-10CRANWALK t. Val 0 0 X119 O V. 03, l i`, U « CI ,.taI Fee uta ." 27 00 99,11, ,y,, p be8. `HER 06I xC�N .. a `` " '" APPUI CATION I?`EIS r _ RII rCA 27�IC +; A � AM r P ORI 32.2 f +p .. CON I TItJk�I - r BPI IL t � No AIR 7 C0# �t, CO. + ?=O BOX ` �:6 3.ACKON1r. FLORIDA 2 4 5. 1 CA0l:464Fr i NOTICE',-INSPECTIONS MUST BE'°RE`OUE$TED AT.LEAST 24 # I S PRIOR,TOjN$PECTICIN '. DING MATERIAL,RUBBISH AND DEBRIS t`RO M THIS WORK MUST NOT,13E PLACED,�N;„R,U$LIC PAC`lE A14Q MU$T SE j CL ,AREA UP AND, iAULEO AWAY BY EITHER CONTRACTOR OR OWN�Ei f :AILURE ” ► C©MPLY WIT#�I THE MECHANICS' Lltk . � + ,� R -SUL ` tIV E PROPERTY t�WNER PAY NG TWICE +C R,,-SUI :I INt MPI 'VEMI`NTI �" In ;3 Et? ACC�1RDi. TO APPRG PROVED i�LANS WHICH ARE PART OF �WIS P€�liu1fT'ANt�.''iJB�IECT TO'R T!"ON Of,Af �ICikBLE PRC►V°SiQN 'CIS-L AW. �' Oi+I F A7LiT C BEACH k3ILQING DEPARTMENT a a { BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH j ATLANTIC •tA[N. IfAMpA•ase• i APPLICATION FOR MECHANICAL PERMIT CALZ-'1N NUMBER IMPORTANT — Applicant to complete all items in section: 1, 11. 111, and IV. LOCATION Street AId►ef>,: � ..L }reicl 4. OF lef "oes" tweetf: 114t.e0to iJ .A.d Cr° � n N, WADING 11. IDENTIFICATION - To be completed by all applicants. I. cr.44e08t40 fd woo;l ;wen Ow mint the w4pri at dsstribM ed in • ebove slsternent we hereby egrse to perform said worn in 4ttord6nt• ..M Me sNectyd ptMt esi fpociticffiwj which vo a port hsreol and in eccerdsnce wifh the City of Jacksonville ordinsncts end sfendnds J toed ►rsct.cs 1iNe4 throats, Mars .I w"hssisef G �C hA111N 0,M,40 ► (/fibs) J ` memo of fivaelrlr. ed Owowf i1�11ttYN f>f t— er Amkewip d Ayeot ArshlNtl or Eff�tefn► Ill. 64HOL41 0411104"TI0N A. Type of betiey t1fa1: a, O sw4f li OTNtIt OONttT1111CT10N Ot;INO OONt ON TIIa wlt.ollle ow alts t 4 of 11 T98, OIV9 WONM EN 0/CONHT01P{1CTIO01 M�AMiT O OIIf+• — h.t+tr v. wrp►wucx InrtM�vo M ItWA"w KATwts tO at aossa.t w Ml of#/* � � commercial :Mss a &sn" O A« [] ;=4MIr�-44ki—w 10111010 AO rc • �...�._ �pozil p p►t! t oeexisting&'rot" wut we"parity. A/+s. O Now MNraQatloo(mo sritam pr*viou*Instafto. O 4044000" d t!>t ww"a 000.on to*Waft system Q 4:00� *vw- G"Nft p Outer" specify o uefata. p Matin" O i«lefltt.t O tt+►AIN Dolt ollI uM o11tY ' II1.sdf.fll 0 Lee D utAf+r rrlast..s Gti D Otter— irsMy► twltrM t urr �uf s4vrrwr�r AS COMMloNtiaa Adie In4aMA"MPt LQuebww "I.A..vl.it. Ow..ws„ ,�>rrwterar � i Z:TZNG • IUNAACM OKWAAA, PJPB LACE III■111�Vwa ya Nodtl NW"w Mti •. ow YYj► 3kamw y i DEP`ARTMIENT OF BUJLDING CITYOF ATLANTIC BEACH PERMITINFORMATION - ----- LOCATION'LOCATION IMFpRMATICIN ' mi t Numbir: ?70 Address* 112 OCEANWALI? DRIVE SOU '` MECHANIC&L ATLANTIC BEACH, FLORIDA '32233 + Wa) ALTERATION _ . .,�... . -, LEGAL DESCRIPTION .— - - .. Btr, 'Type: Woos FRAME Lot , BIS �: : S�zetic�n� imposed .Vie a ST,N(;I F FAMILYGs zx i a RNC:. n 1 Code: Subd visi ._ tR143!IWALF mat VBIl ue• $0 .00 To 3h �mou 3 . { BION ., �'� ., A P CATION FEES -�_ -- N . _ PERMIT 31 .00, ` AL IVE St,9TA WA. I FAC FEE �., ' t X L7 �+y L1 p I'7wA Ld,4'f. .z. LJ r b TA.Pa� 47 a Ld . RAI +N OAB-kl R.S, fit? t Q; ' C F"CRNAT T� ,. RADS , CSE; S0.60 � + Rte' IATItCt ?m�- CA ' T'A FIVE: SzC - a A F t O f � �. �m_A, ES R TAF 2 { JAC�t , LLE, FLORIDA 32245 CROSS ' CONNE^C'TION �0 ,00 L .. ,. Typed 3 CONSTVC E y114F1y���C}'� FEE � ��'*�O v , r , -EC'HiECEA'I i BCH. N4T L 1 K 1 i .. . NOTICE-+ALL CONCR'ET'E FORMS AND FOO TINGS MUST 881N$PECTED BI:I�QfiE POURING j PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE � U�t3ING MATERIAL,RUBBISH AND DE13RIS FROM THIS WORK MUST NOT BE PLACED IN,PUBUG SPACE,AND MUST BE CL RED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER �fP= #LURE T Ct3MPLY WITH THE MECHANICS' LIEN .LAW CAIN RESULT IN RR©PEATY C) NIVER PAYIING TWICE' FOR SVIL ��IG II�+IPR�VEMENT� " 1 ACCQRDIN fi4 APPROVED PUAN3 WHICH ARE PART OF THIS PERMIT Af�Tt? SUBJECT TO AEY#?CATION FOR r I:OF-APPL CABLE PROVISIONS OF LAW. CH BU0000t9Ut144 1131.44 a ATLA i EADDING DEPARTMENT' Date: 911,3/94 41 : £}Q81C79 y } CRSS BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC aaACN, FLORIDA aalaa APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. O L LOCATION Street Address: �Y-1y M _ OF Intersocting Streets: Between Al And ' , WILDING Sub-division 11. IDENTIFICATION —To be completed by all applicants. 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 Jacksonville ordinances and standards of good practice listed therein. Nene of Mechanical Matter Ihint) t0 L /Nasse of 0 Q fMeprty Owner Syaeten of Oweer SiSnalun of sw ArMer;sed Agent N'k- Architect or Enefaeer 111. ri 94RAI. INFORMATION A. Type E). !S OTHER CONSTIWCTION BEING ON TN1s /UILOINO OR SITE t (} O Gas—Q Lt O Natural 0 Carlini Utility IF YES, GIVE NUMSER Or CONSTRUCTION O old PERMIT Q Other — Specify IV. M/CMANIGAL BQUIPMI NT TO R INSTAWo NAYFd10F WORK (piewWocenspletektofcomp, Bots ea beak of this fares) 0/ Residential or O Commercial 0' 1 O Specs O Racewd Gated O flow 17 , K Building 1_:*LMea;ag: Cl Itee" �tki*llslca!Wt ng Building Q Oed Sretara: Materia of existh O System Ma,iawsa ur+ub `+ ❑ New installation(No system prevloualy Installed) Q Extension or add-on to existing system Q R.rtrig«r+fea ❑ otnwr specify Q Cediag tower. Gpecity s Q Fim sprinklers: Nvnolw of hes' C) Ebvator Q Mealiff (Q Eats THIS 11PACB ptl OIMC!IME OLT Q Getofiae Pu PL_ (assab«{ IEeaire�j . Q Teak (avmbor) RwlrsNb Q LPG ceateiae� (alratilsr) O Uo&od pswwe vmw Form* AMmv by O were p Otlwr — Specify LIST ALL EQUIPMENT AR CONDITIONING AND REFRIGERATION EQUWbMM 2fetsbet Vasri DOWIPUM ILetlel Number rawh at" ('!") A� {RATING - FURNACES, &OILERS, FIREPLACEII O�Nk N%W&bes Volts D"01# 01111 Mod Ntmlelf ) TAMES >Bnl►xaor xolrltlal Capacity 49 e+d Ddwesalone talaetl >Ka■� No. , a Psi 4 I OEPARTMENT"OF BUILDING CITY OF ATLANTIC BEACH I { �F 4 . . PERK 11 I NFO MAT I O14 ------ _-- ---w LOCAT OB I NrORMAT I ON .. 104fir i t Numh4r= 9154 Address-, 1:22 OCILANWALK DRIVE Re mit Type a RE-ROOF ATLAPTICBEACH, FLORIDA y 233 - of Woo k. 'NEW DESCRIPTION . ,. »... .. ... { WOOD #RAKE Lot : El ock . �ro.P6sed U e SINGLE FAMILY Township RN I: D Lng � � code- , t Sulad vs �c # OCEANWALK Estimated V*Iuea $0 .00 Imp ostL) P v. . 922 : 50 T t f TI3C u r $21x50 d assa , -�-- "BION . ... w.. .� APPLICATION FEEStJ F. 4 � iii Maass i FENT X22 5 ;ALK DRIVE �',f � � WA FES ' � �A$0,. 'Fee or � � I ; r i ;P. e 334 W R M TZR TAF 4 v RADON GAS,-H.R.S. R FORMAT __^� RA.DON CAB '!��►� ${J .QD 1 -11 N DUB. '. 0 ", w ... . . . .. . r*A L'L"AL L PROVE. so,._OD A ds = 18 3 RIDE. RtAD SEWER 'SAP X13 9Q J, LLE, FL 32225, CROSS CONNECTION TI►e C BES"1I PACT FEE A j s FD0 t ' ECRAROEJATL.BCH. Fa 3 F p NOTICEj' ALL CONCRETE FORMS,ANO FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OFISSUE. E .ILC�ING MATER�AL,RUBBISHAND:DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE EARED UP AND,HAULED AWAY BY EITHER CONTRACTOR'OR OWNER" �aA1LURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULTIN PROPERTY RT1t OWNER PAYINGTWICE FOR BUILI N 'ai 1MPROVEMENTS." ID'ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR T_ OF-APPLICABLE PROVISIONS OF LAW, C00041QiIQtp ' 3M10 X14 AT 'ANTIC BEACH GILDING DEPARTMENT }" 29194"G1 Int 13 , CITE or ALANTIC #EACH ROOFING PERMIT APPLICKTION t -� [ L �JV F ��c�c� owner(s) : n Address: 192- 60`yAQ ��� 1-� Phone: Lot #_, Block or Unit # ubdivision: Contractor: �� L- Z2�?U' Address : City, State and Zip �L , Phone6L o 3 State License #. C n �s Describe work to be performed:–/r—"-e--. Valuation of Proposed Con3truction:�r3 a Materials to be used: '� G�{SS Signature of Owner; Signature of Contractor: Liability Insurance Supplied Workers Compensation Insurance Supplied License Information CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 19917 Address: 122 OCEANWALK DRIVE SOUTH Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: 42 Proposed Use: SINGLE FAMILY Lot(s):1 Block: Section: Square Feet: Subdivision: OCEANWALK Est. Value: Parcel Number: Improv. Cost: Date issued: 4/20/2000 Name: DiMOUSH, KARA AND ALBERT Total Fees: 37.70 Address: 122 OCEANWALK DRIVE SOUTH Amount Paid: 37.70 ATLANTIC BEACH, FL 32233 Date Paid: 4/20/2000 Phone: (904)247-8242 Work Desc: WIRE FOR'° EMD, EL HUNTER ELECTRIC PERMIT 37.70 ROUGH EL5,7C—TFM FINAL ELECTRIC NOTICE':-INSPECTIONS'MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIENr LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. s37.7214 Date: 5/03/00 01 Receipt: 005418753 CHECKS ATLANTIC BEACH UILDI EPT. 80188803221080 CITY OF ATLANTIC BEACH, FLORIDA l � 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 ELECTRICI N SIGNATURE JO RNEYMAN NAME G ,2i-0=ausADDRESS / �G�4,r� L�/�L ` D BOX BLDG.SIZE BETWEEN: RES.�k) APT. ( ! COMM.( ) PUBLIC 1 1 INDUS. ( I NEW( ! OLD ( 1 REW. ( ) ADDITION TRAILER ( 1 TEMP.I 1 SIGNS ( ) SO. FT. SERVICE: NEW( ) INCREASE ( 1 REPAIR ( ! FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY O EXIST.SERV.SIZE Z049 AMPS PH W Z-/0 VOLT RACEWAY FEEDERS NO. SIZE/0d NO. SIZE I NO. SIZE LIGHTING OUTLETS Z CONCEALED OPEN TOTAL RECEPTACLES Z CONCEALED OPEN TOTAL 0.90 AMPS. 1 91.100 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 CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS- UNDER R600 V. OVER 600 V. qNO.NEON TRANSF. NNO. KVA NO. lKVA O. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES CITY OF Office of Building Official REQUEST FOR INSPECTION Date = Permit No-7Z)LSF f" ��- -t) A^ v'-t Time A.M. Received P.M. Job Ad ss Locality Owner's Name Contractor BUILDING CON RETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring L ougTi Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating insulation ❑ Lintel ❑ Final ❑i Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Friday Inspection de ` Inspector _ Fi spection ❑ Certificate of Occupancy Date CITY OF 4t4ic Qea A-I&W44 Office of Building Official REQUEST FOR INSPECTION Date " Permit No. Time A.M. Received P.M. 4Owner's LocalityContractor CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing ❑ Rough Wiring Ci Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab 11 Temp Pole ❑ Top Out 1-1Heating Insulation Lintel P- Final ❑ Sewer ❑ Fire Place El Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P, �^ A.M. Inspection Made PM. ,L"pector Final Inspection ❑ , C A j•, ' � �`-' / Certificate of Occupancy ❑ .zr - 1 �/� � -2 Date /n���//� �����,__ //CITY OF /��_ ,� 4&4494'0 13�-I{ W44 Office of Building Official REQUEST FOR INSPECTION Permit No. o S �� ne A. tceived P.M:' / Job Address Locality e vnr's � t vne Contractor ? / 2 d u s K, _ JILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL aming ❑ Footing ❑ Rough Wiring Ci Rough ❑ Air Cond. & ❑ i Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating >ulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. )n. Tues. Wed. Thurs. Friday P.M. p / A.M. >pection Ma ? ` P.M. >pector Final Inspection ❑ Certificate of Occupancy Date n/CITY__O//F t__ �/ 4&Gild!. B"C-K-V& Office of Building Pfficial REQUEST FOR IN PE Permit No. A.M. ved P.M. Job res ti Locality is !�Z Contractor !DING CONCRETE ELECTRICAL PLUMBING MECHANICAL ng Cl .. Rough Wiring ❑ Rough ❑ Air Cond.& ❑ )ofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating tion ❑ Lintel U. Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Tues. h Wed. Thurs. FridayM} A.M. :tion Made PM. ,tor Final Inspection ❑ Certificate of Occupancy ❑ Date t CITY OF A.' 4&6atic B=cls-1" j Office of Buiidin OfficjE`al iJ REQUEST FOR 1 SP &ION to _ l Permit No. ne A.M. ceived RM. Jo Address Locality vner's 1 2` 1� Mme '` � Contractor , JILDING C'CONCRETE ELECTRICAL PLUMBING MECHANICAL aming ❑ geatmg.._- /���,` Rough Wiring ❑ Rough ❑ Air Cond. & ❑ }Roofing ❑ Slab CTM Temp Pole ❑ Top Out ❑ Heating wlation ❑ Lintel C. Final ❑ Sewer Fire Place ❑ Pre Fab REA INSPECTION Dn. es. Wed. J TI Friday mow_ L • G� G� t Ate.' spection ade � PM. apector 2%*✓^�-G F .S+ ?/� ���" Final Inspection I Certificate of Occupancy Date _ CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20008 Address=1 W22 0 OCNEA NWALK DRIVE SOUTH Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: 42 Proposed Use: SINGLE FAMILY Lot(s):I Block: Section: Square Feet: Subdivision: OCEANWALK Est. Value: Parcel Number: Improv. Cost: Date Issued: 5/04/2000 Name: DIMOUSH, KARA AND ALBERT Total Fees: 94.00 Address: 122 OCEANWALK DRIVE SOUTH Amount Paid: 94.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/04/2000` Perone: 904 247-8242 Work Desc: INSTALL CENTRAL. HEAT AND AIR/FEE DOUBLED/WORK COMMENCED PRIIOR TO PE li ALAN'S AIR CONDITIONING PERMIT 94.00 ROUGH MECHANICAL " FINAL NOTICE;- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,R,�UBBISH 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 WI'TH'THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: SHAWNA Date: 5/84/00 01 Receipt: BKA5 J Total Paysent 894.80 AT TIC BEACH B ILDIN EPT. MAY-4-2000 10:33A FROM: 247-5845 TO:97215331 13:1/1 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATL.NTIC a.ACH.FLORIDA 2227 APPLICATION FOR MECHANICAL, PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. 1' _,ZZ QG,6A"W At_K LOCATION Street Addrau; OF laterr.etinq Strada: Between And BUILDING Sub.div$iem 11. IDENTIFICATION—To be completed by all applicants In consideration of permit given (or doing the work os described in the above sletemenl we he•eby agree to perform said work in accordance ith the ottaehgd pians and apeci6cali.es which are a peri hernef and :n ...ordanc.with the City of Jaeksonvillo ordinances and standards of geed practice listed thoeoin. Name of Moebaeical r Con/sclera l Contractor IPrint) A N 5 Mssfer LAC© 3 0 Nona of ^ Property Oweer sigoature of O.av Signatrrro of of Aufhori»d Agent Architect or Engineer Ilk. GENERAL INFORMATION l A. Type of hosting fuel: J IS OTHER CONSTRUCTION BEING DON[ON " t *EleClrlc THIS BUILDING OR SITE? ,S Q 6n—0 LF CI Nolurd 17 Central Utility IF YES.GIVE NUMBER OF CONSTRUCTION Cl OD PERMIT 0 O1hor—Saaeify IV. MRIMMfICAL BQUIPMklW TO B[INSTALLED NATURE OF WORK Previb Complete lid•f ce j plc rnpoaenA•n bad et thin I.tml '� Residential or I'� Commercial I Neel 0 Specs 0 Ret-amid X Central O floor � New Building Air Grlddioaing: 0 Room §K Control ❑ Existing Building it d WN Syahm: Material F fax:_ Tkicktlo••Z ' 0 Replacement of existing system 1 J" Mo.inwm capacity 7?_ C.I.M. 1111NowInstotistion IND system previously installed) 3 r (] Roirigsrolien O Extension or add-on to existing system O Other_Specify Q Coaling bwr. Capacity q.pa. 0 Fire sprinklers: Number of heart• 13 Elorolor O Menliff Q Eeralotor )nulNber) THIS SPACE POR OFFICE YSE ONIr 0 Goaoline pumpo (otmbor) (L—K-41 0 Teek. (number) Barnette a Lfra a rrf.inera__ Isumbe►) 0 Wind pnaure Vona; O kfslbas Permit Approved p OMor sway Permit No. LIST ALL EQUIPMENT ADI CONDITIONING AND REFRIGERATION EQUIPMENT �1(pjF NVAber Valts DeorlpksModel Number manutobarer pW t C•� G 0N0•v rA 1T dw w- ©3 R A N>r (> I LATINO•FURNACES. BOILERS, FIREPLACES Number Uakts Desedp(lcts JC*ftJ Number ULWIt Wblrsr (9m) AgON7 ANu t wCao3b R�tN 00 vk TANKS � U now MARY Now1w CBPWAtr Type LjquuI Name of &dal Apjpy�Odn$ !I ad Lmmum YA&Uftctmrw No. aency CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERIYIFT.INFO . AT10N' . LOCATI fiNFO# 1YIA' Permit Number: 19643 Address: 122 OCEANWALK DRIVE SOUTH Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: 42 Proposed Use: SINGLE FAMILY Lot(s):I Block: Section: Square Feet: Subdivision: OCEANWALK Est.Value: Parcel Number: Improv. Cost: OWNER INF.ORIIiIATJ F: Date Issued: 2/28/2000 Name: DIMOUSH, KARA AND ALBERT Total Fees: 220.00 Address: 122 OCEANWALK DRIVE SOUTH Amount Paid: 220.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/28/2000 Phone: (904)247-8242 Work Desc: ADDITIONAL WATER IMPACT FEE FOR ROOM ADDITION CQNTI2A . FEES PROPERTY OWNER WATER IMPACT FEE 220.00 . _ dot Ibs . ire NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS`PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $228.88 14 cam_ Date: 2/28/88 81 Receipt: 8838188 ATLANTIC BEACH BUILDING DE �i�ee3221eee 131 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee 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 TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (b) WATER CLOSET _____WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) _LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET ( ) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH JOB INFORMATION ` �C> 24' I WN (2)24ibO Q 2 FAMILY ROOM\ � k - 10' FIAT CEILINGS 1 � t � 24' (2)2440 13'-11" APPROVED CITY .OF ATLANTIC BEACH -- BUILDING OFFICE FEB 2 8 2000 305CO w�pv� H KNEE1 y NEW DINING 1� 10 FLAT CEILING E VE LL V5'-1{ 11 FEB '71 (2)3050 each � l wilding and ©ning _4" 4' 4' ..� (2)2450 / f ALL S, // GAME ROOM 1 8' ` CEILING (2)2450 i `rCi� .� I 24' 42" HIGH HAND RAIL. 12'-8,. \\� ALL S( . �, 4z" Na RAIL "A 3'-4" (2)3030 P 12' 12'._. FLOORPLM/FiLIRCMICAL 2ND FLWR SCAM 1/4" = it ' �a'-2" CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT Permit Number: 19663 Address: 122 OCEANWALK DRIVE SOUTH Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: 42 Proposed Use: SINGLE FAMILY Lot(s):1 Block: Section: Square Feet: Subdivision: OCEANWALK Est. Value: Parcel Number: Improv. Cost: Q IT1aN: Date Issued: 3/06/2000 Name: DIMOUSH, KARA AND ALBERT Total Fees: 51.00 Address: 122 OCEANWALK DRIVE SOUTH Amount Paid: 51.00 ATLANTIC BEACH, FL 32233 Date Paid: 3/06!2000 Phone: (904)247-8242 Work Desc: INSTALL PLUMBING/PERMIT FEE DOUBLED/WORK COMMENCED PRIOR TO PERMITT .���a FRANK'S PLUMBING PERMIT 51.00 I I I ». r : UNDER SLAB PLUMBING TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $51.0814 Date: 3/88/88 81 Receipt: 8839881 CHECKS 941 ATLANTIC BEACH BUIL ING DEPT. 88188883221888 I CITY OF ATLANTIC BEACH APPLICATION FORPLUMBING ERMIT JOB LOCATION : _ /'�pg "-,AV OWNER OF PROPERTY : �+ PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS: STATE LICENSE NUMBER:�, L�fY 7 TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED ` SINKS SHOWERS / LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS y OTHER /54_/� ��� /�j% TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 .00 SIGNATURE OF OWNER: SIGNAT.UkE OF CONTRACTOR: 000, ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTION'S - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 a CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 19500 Address: 122 OCEANWALK DRIVE SOUTH Permit Type: ROOM ADDITION ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 42 Proposed Use: SINGLE FAMILY Lot(s):1 Block: Section: Square Feet: Subdivision: OCEANWALK Est.Value: Parcel Number: Improv. Cost: 104,652.00 QWNER INFORMATION. Date Issued: 1/2512000 Name: DIMOUSH, KARA AND ALBERT Total Fees: 723.68 Address: 122 OCEANWALK DRIVE SOUTH Amount Paid: 723.68 ATLANTIC BEACH, FL 32233 Date Paid: 1/25/2000 Phone: (904)247-8242 Work Desc: CONSTRUCT FAMILY ROOM ADDITION - HSF 1380/RADON-855/SCHG-1380 CONTRACT-TOR(S) _- _ � APPLICATION FEES PROPERTY OWNER PERMIT 712.50 RADON GAS-H.R.S. 4.07 RADON CAB 5% 0.21 CONST.SURCHARGE 6.21 SCHARGE/ATL.BCH. 0.69 Inscoons-Re aired FOOTING SLAB COVER UP FRAMING FINAL BUILDING INSULATION � NO NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTI -- BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER _ "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BEACH BUILDING DEPT. 'ota! Paymelit. .G FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-97 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations&Building Systems Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 6000-97 for additions o(600 square feet or less,site-installed components of manufactured homes,and renovations to single and multifamily residences. Aftemative methods are provided for additions by use of Fond 6008.97 or 600A-97. [AN OJECT NAME: BUILDER: D ADDRESS: _ PERMITT G CLIMATE OFFICE Z4NT-i' ZONE: 1 ❑2 ❑3 E'' NER: � 4 __ ,} PERMR N0. JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition oris being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS.Only Me- installed components and features are covered by this forth.BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 1. Renovation,Addition,New System or Manufactured Home 1. of n 2. Single family detached or Multifamily attached 2. t 3. If Multifamily-No.of units covered by this submission 3. 4. Conditioned floor area(sq. ft.) 4. � 5. Predominant eave overhang (ft.) 5. �brla. 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq.ft. �s sq.ft. b. Tint,film or solar screen 6b. sq. ft. sq.ft. 7. Percentage of glass to floor area 7. O . % 8. Floor type and insulation: a. Slab-on-grade(R-value) 8a. R= lin. ft. b. Wood, raised (R-value) 8b. R= sq.ft. c. Wood,common (R-value) 8c. R= sq.ft. d. Concrete, raised (R-value) 8d. R= sq.ft. e. Concrete,common (R-value) 8e. R= sq. ft. 9. Wall type and insulation: a. Exterior: 1. Masonry(insulation R-value) 9a-1 R= sq. ft. 2. Wood frame(Insulation R-value) 9a-2 R= sq.ft. b. Adjacent: 1. Masonry(Insulation R-value) 9b-1 R= sq.ft. 2. Wood frame (Insulation R-value) 9b-2 R= �, _ sq.ft. c. Marriage Walls of Multiple Units* (Yes/No) 9c 14. Ceiling type and insulation: a. Under attic(Insulation R-value) 10a. R= !A2_ 97L sq.ft. b. Single assembly(Insulation R-value) 10b. R= sq.ft. 11. Cooling system* }} (Types:central, room unit,package terminal A.C.,gas,existing, none) 11. Type: 'n'S{.L! SEER/EER: 1 T1� 12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: "0-r4A'?-LXnQ gas h.p.,room or PTAC,existing,none) HSPF/COP/AFUE: _ 13. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) 13a. b. Ducts on marriage walls adequately sealed*(Yes/No) 13b. 14. Hot water system: 14, Typ f- (Types:elec.,natural gas,other,existing,none) EF: *Pertains to manufactured homes with site installed components. I hereby certifyy that the plans and specifications covered by the cal ulati n are in Review of plans and specifications covered bytNs tion indicates compliance compliance wA the Florida Ener p Code. with the Florida Energy Code. re txmst on is eted,this building will be PREPARED B DATE: inspected for compllaU in 0 Ca 55 F.S. 1 hereby certify tart tfiis build Ian with t rida Energy e. BUILDING OFFICIAL: l �wu�aercrr DATE: - DATE: _1_ Book 9516 Page 1898 NOTICE OF COMMENCEMEN TO WHOM IT MAY CONCERN: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of Property1a`� �L.rae�•� 1. '�;4 General Description of Improvements ��. Owner Address: 16 J009019 Owner's interest in site of improvements: Pave: laga 'Led A Recorded Fee Simple Title Holder(if other than owner) 01/12/44 01:44:44 Ph Name HENRY Y COOK CLERK CIRCUIT COURT Address : ContractorRECORDING 5.0�;��,,�� Address ` Surety (if any) k-31 A Address Amount of Bond $ Name of person within the State of Florida designated by owner upon whom notices or other documents may be se ed: Name i flf Address nQQ. ."fIL In addition to himself, owner designates the following person to receive a copy of the Leinor's Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). Name Address: 1 Owner r Sworn to and subscribed before me this p+ day 9�oF f<o BARBARA L.DMIELS �R>a My Comm Exp.lorsrlool Notary Public m PUBuc Bonded By swee Ins Na OC696M I 1 ftMM ey WWM[I ONW I.a \ CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Z2 2- O c rz-A-tJO A-L- u< Date / - 2 / 00 - Heated Square Footage � is __per sq ft = $ (e, (r00 'JGarage/'Shed "T @ S�—per sq ft = S_ , 7 Carport/Porch @ 8—per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = S TOTAL VALUATION: Total Valuation 1st $ 10e,600 Y� & 52 � $ Remaining Value $3. per thousand or portion thereof TOTAL BUILDING FEE $ 7r a" + 1/1 Filing Fee $ So ((�) Fireplaces @ $15 . 00 $ — BUILDING PERMIT FEE $ 7/Z.S'y WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP $ (66-3RADON (HRS) . 0050 $ 4o-I SECTION.. H PAVING t ) $ HYDRAULIC SHARES S CROSS CONNECTION $ _ 4 0) SURCHARGE . 0050 Ste(_Z/ OTHER $ GRAND TOTAL DUE $ 7,,-73, 60 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : ""ECEIVED- CITY OF ATLANTIC BEACH j ;h R2 2000 PERMIT APPLICATION PM10DEL, ADDITIONS, �? y of At�az c�Ld MOVING, DEMOLITIONS Building and Zoning Owner(s) : Y.1�4 1, Q`Ee-LA � 1Mh Job Address \aa ���(Y1 \� LIPS. Phone: (oiC�, t ,aAn �j�•4�• Loc Blcck or Unit Subdivision:C Qin k.-Ock. Contractor: State License Address : w�� ?hone Ci v Stace Z ic _cde r • Is this an aCC_t_cn? ie5, WCldt are the dine.^.S_On5 of the dC1CeC. space:��_=t. Y a _fc . Wi'_'_ the added area be heated and cooled? New e'_ectr_ca= (or _,crease) 7 %k) ASLOJLLZ New p1�=Lr, nc =LXtes?�VQ New 1_rev'ace? New Heat/AC? ) .Z,Q (R_".SIDEP7T A_L) CCMPI.c"Ty SETS OF PSIS, 1.717C_'.=1.-,VG Sj _.LAN, CODE FORMS SgZIOF CGMb1E27C NT, AND OWNER/CGNT.RACTOR Ar'FIIDAVIT, IF OWNER IS CONTRACTOR. Signature CNNFR: Date: Signature CONTRACTOR: Date: o T@AQWO R�DANIELS 00 My Comm Exp. 10/5/2001 �:,rtW%r§*vJm10%cribed before me this day of No.CC686OS8 11 Personally VJWM l l OOW I.D. NOTARY PUBLIC AS TO CONTRACTOR: Sworn to and subscribed before me this day of 19_ NOTARY PUBLIC Ttal. 1'�° ����;� GSA'. ,�F��� Fad:, 1-ID. - � slA��`� --- _ �� �� k'. N �__ �+ –�� ` —� L �``1 ♦ �.. - ppC1aE �_ `o �° �. � � ���f�� 'L '`' J i..5 N+Y 'Jt D'4 / 1 :U r� %=�'i 5i tN"vG IViG �� oC*aN�� '� 7 ` { � ACJ`-1W� Y .S �, `1 J �ryC�4N AnO�(Kif� V UG G � it .�7Sbfiy AY1D�t'o? i Z� ��� 1 �� �T t� � _ �;,u.x ,r k.� ���,��� ,� :�t.G'. CITY OF 1 Sa) SEMINOLE ROAD __^ -- _ - ----_ _---- VFLANTIC BF,v'11. Fl,oRIDA :,22:;S-54.15 TELFI HONE i9)o.ti 2-t-, LAX,9o4) 217-,7505 CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489. 1 03(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO-FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE. THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER $2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER "DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE. THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1 099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5.000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" 15 NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA."CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247- 5826) 4F IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDPERMIT. PROPERTY OWNER/BUILDER C���►-..�,� �. , �� '�-4-ilea ADDRESS TELEPHONE SWORN TO AND SUBSCRIBED BEFORE ME THIS��DAY OF t � ,�aAa� NOTARY PUBLIC NOTE: PHRASES UNDERLINED ABOVE MY COMMISSION EXPIRES: DFi"0 BARBARA L. . IO/DANIELS ARE EMPHASIZED BY THE BUILDING OTARY O Bonded B Sw ce Ins OO] My a PUBLIC s Bdk1Ed By Service Ins DEPARTMENT, NQ CCI86038 (i P*Mwt^Nlawn I 1 DIMr I.D.