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Permit Solar 357 12th 2011 0s '- CITY OF ATLANTIC BEACH .. -, f 800 SEMINOLE ROAD .r� s3 .,, ATLANTIC BEACH, FL 32233 `. INSPECTION PHONE LINE 247 -5826 Application Number 11- 00001823 Date 4/08/11 Property Address 357 12TH ST Application type description RESIDENTIAL ALTERATION Property Zoning RES SF LRG -LOT DISTRICT Application valuation . . . 2450 Application desc INSTALL SOLAR HEATING SYSTEM Owner Contractor LAMBERTSON CHRISTOPHER SOLAR -FIT 357 12TH STREET 1523 RIDGEWOOD AVE ATLANTIC BEACH FL 32233 HOLLY HILL FL 32117 (386) 441 -2299 Permit RESIDETNIAL ALT /OTHER Additional desc . Permit Fee 65.00 Plan Check Fee . . 32.50 Issue Date . . . Valuation . . . . 2450 Expiration Date . 10/05/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. Other Fees STATE DCA SURCHARGE 2.00 STATE DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 65.00 65.00 .00 .00 Plan Check Total 32.50 32.50 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 101.50 101.50 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION ,__, CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 1 Job Address: - , 1- 7 1 aliq stv M 1G i FL 3az33 Permit Number: // " / 1 --3 Legal Description WO - t s D i (r 3 S -a' °a of f St \J o r t d' �- Parcel # 11197/ -0115 5 Foor Area q Valuation of Work $ a 1 Li 50 Proposed Work heated /cooled non- heated /cooled Class of Work (circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial sidential If an existing structure, is a fire sprinkler system installed? (Circle one): Y es o aD Florida Product Approval # For multiple products use product approval form i 1� ,,� � 'Q t _ fn Describe in detail the type of work to be performed: �Y1 *i` 1 �b\aY' ? t4 \ -a i. 1 /1 11 16. s- i / Ceo Ro Property Owner Information: 41q ? W ,. /� A ddress: 351 a ] 1t" ' ey , 3 /// Name: G( W 1i�U� —D I..�JY1�.f�V1 II r _ � ► ������ City PA B-C.(tlh State j~LZip 3 � Phone 04 " E -Mail or Fax # (Optional) Contractor Information: Company Name: %Ay' — Ft-1- Qualifying Agent: ■ . u ■ . 67 - /. he V Address: ISa'3 R. t .Waa Pak, City k\ �� State F L Zip 33111 Office Phone '! , - I - a - ` ' Job Site/ Contact Number 3S( &3 et 9 Fax # 3Sro - V11- (0 3yq State Certification/Registration # CV G 5 (Dt t) Architect Name & Phone # l',(1 Pi Engineer's Name & Phone # ■■ c \aQX R . S ll 1.,...■cm■she_,IX 5Z tit Fee Simple Title Holder Name and Address k4t'P J Bonding Company Name and Address N 'R Mortgage Lender Name and Address Oft Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this o s jurisdiction. This permit becomes null work isc o commenced. not understand that separate permits must be secured Work, Plumbing, Sig construction for Electrical for s, a Wells, Pols r Furnaces, Boiler time aer Healers, 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. 1 hereby certify that 1 have read and examined this a placation and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified ulating not. The granting the n of a permit it c does notipresume to give authority to violate or cancel the provisions of any other federal, state, or local a e co Signature of Owne / ature of Contractor Name � ,4 ,, / Print Name /. �h /Z t t3 rr✓ �„ P °` �.11l1a1� 14. C�g,.11.qi �tY S , , Swo , ►. •;/ • subsc efore me k' S . ; rn t and subsc 'b - d before me CO 1 thi II • y of _ ell hi. aUrDay of i.L.:ra. 20 1 Notary Public may 21, goi 1 i ry `� � �xplgt<8 9 , • i ! lie C.rxnm# tre077tl21A le l OWIll rf D,',. r , •. 1 t vs. • , .... 7 i... 4„. = 'r n bncitcl M l No Potgie Un tlorwnt aN 7 _ r s 4 evised 01.26.10 r ' f ' ., , �,�' ,Florids Notary Assn., Ina 6� IIIiN HELIOCOL COLLECTOR GENERAL NOTES: ADDITIONAL CLAMPS ARE REQUIRED FOR SURFACES WITH A PITCH OF 10/12 1. COLLECTOR CONNECTIONS SHOWN HAVE BEEN DESIGNED IN ACCORDANCE TO RESIST WIND LOAD HELIOCOL TUBING C! DESIGN PRESSURES OUTLINED IN THE 2007 FLORIDA BUILDING CODE WITH 2009 SUPPLEMENTS. R ETURN LINE HELIOCOL SHORT CLAMPS HEL HEL NOT DONE BETA 2. BOLT SIZE AND EMBEDMENT LENGTHS ARE BASED PER THE LATEST "NATIONAL DESIGN HIGHEST EST (2 MINIMUM) BUT ELEVATION FIRST SPACER, SEE IP SPECIFICATION FOR STRESS GRADE LUMBER AND FASTENINGS ". ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE (SYP) WOOD AS EMBEDMENT MATERIAL. HW HW ' 3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE CONSIDER A MAXIMUM 45 DEGREE SLOPE IN SCHEDULE. ALL CONNECTIONS ARE DESIGNED NOT TO EXCEED 30" -0" MEAN ROOF HEIGHT. 4. WIND TUNNEL TEST DATA FOR THESE CONNECTIONS AND ASSEMBLIES HAVE BEEN COMPILED BY ( TEXAS A &M UNIVERSITY, COLLEGE STATION, TX AND IS AVAILABLE THRU HELIOCOL, INC. WIND LOAD CALCULATIONS ARE AVAILABLE THROUGH HELIOCOL, INC. REPORT OR #HC -2. 5. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511. WIND SPEED DESIGN LOAD DESIGN LOAD DESIGN LOAD # OF BOLTS - CLAMPS (MPH) ZONE 1 (PSF) ZONE 2 (PSF) ZONE 3 (PSF) PER COLLECTOR - 110 26.0 39.5 61.0 4) 4" DIA. - (4) CLAMPS 120 31.1 47.0 75.52 4) lq" DIA. - (4) CLAMPS 130 36.4 55.2 85.1 4) iq" DIA. - (4) CLAMPS 140 42.3 64.0 98.7 4) i" DIA. - (4) CLAMPS 150 48.4 83.0 113.4 4) k" DIA. - (4) CLAMPS - SCHEDULE REFLECTS COMPONENTS AND CLADDING (C &C) PRESSURES WITH EXPOSURE C, IMPORTANCE 1, ENCLOSED BUILDING AND h < 60' -0" PER LATEST ASCE "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" -- - - EFFECTIVE DESIGN WIND AREA IS A (4' -0 "X12' -6 ") 50 SF ON COLLECTOR 4' -0" 4' -0" 4'-0" - INSTALLATION OF COLLECTORS SHALL BE CENTRALLY LOCATED ON ROOF, ZONE 3 REQUIRES 4 k k SITE SPECIFIC STRUCTURAL ENGINEERS APPROVAL HELIOCOL LONG CLAMPS HELIOCC END CAP (2 MINIMUM) 0 Q 0 p - p TYPICAL (5) COLLECTOR ARRAY SCHEMA 2 SCALE: ie =1 -0 WATER RESISTANT RISER HC-2 - THK TO BE DETERMINE i ROOF SEALANT TYP. BY CLEARANCE OF METAL I __- = STANDING SEAM IF REQ. HELIOCOL SHORT i DIA ST CLAMP 2' -0" O.C. TYP. � E MBED. TY 1 i . CONNEC(I O ©z `� � HELIOCOL COLLECTOR. HELIOCOL PANE - - ROOF 2 GABLE END BUI DIN © REFER TO CONDITION RISER SYSTEM TYP. ROOF ND ARE! ZONES © y PER DETAIL THIS SHEET ROOF ASPHAL 1 / 1 DIA. ST STL METAL SHING LAG BOLTS -3 WOOD SHEA WOOD EMBED TYP HIP E D B ILD NG ROOF SHEATHING EACH CLAMP WIND 'EA ONES © -WOOD ROOF CONNECTION 1 - ROOF ASPHALT OR TRUSS TYP. 1 DIA. i D © ® METAL SHINGLES TYP. OD WI HELIOCOL LONG WASHEI ELI OL COLLECTOR. i' DIA ST STL LAG BOLTS -3" CLAMP 2' -0" O.C. 0.C.-LO ,_________,7,=-11 ,_,_ EF TO CONDITION EMBED. TYP. EACH CLAM TYP. TYP. AL �_ ER ETAILTHIS HELIOCOL PANEL nl J HE IC CONNECTION RISER SYSTEM TYP. RO( •.� / ROOF SEALANT TYP. �„ ROOF A 1 01 i WATER RESISTANT RISER METAL - THK TO BE DETERMINE 4 " BY CLEARANCE OF METAL 1 0,..,01.-- 1 pll�lll1,1l���l �I�II i�Vl,� STANDING SEAM IF REQ. WOOD ROOF � �� II� TRUSS TYP. 2X PT S.Y.P iI ��Ili' 1 1 1 I I� II 1 ROOF ASPHALT OR WOOD ALUMINUM u 1, uiI III O o METAL SHINGLES SHEATHING CONT. ALOI 3 2 TYPICAL COLLECTOR ROOF LAYOUT - TYPICAL TOP AND BOTTOM ASPHALT TYF WIND ZONES FOR HIP AND GABLE ROOF SHINGLE - METAL SHINGLE SPP TYPES NOTES - SCHEDULE- PLAN 1 CONNECTION DETAIL 3 COI E SCALE: a " =1' -0" HC -2 SCALE: 1 " =1' -0" HC-2 REFER TO WIND -BOLT /CLAMP SCHEDULE THIS SHEET FOR 60LT SIZE PER WIND SPEED AND ZONE. LI LEGEND: !I Z GREATER AND HIGN WIND SPEED LOCATIONS. ST: STAINLESS PLCS: PLACES Ridlt, IY ., TYPICAL CLAMP. REFER STL.-STEEL U.N.O. UNLESS OTHERWISE NOTED 1 BE REPOSITIONED, TYP .-TYPICAL 0.C.-ON CENTER Ai 8 a EN HEADER AND TO SCHEDULE FOR BOLT S.Y.P. - SOUTHERN YELLOW PINE DIA: DIAMETER TALL MANUAL. SIZE PER DETAIL THIS ALUM, ALUMINUM MIN: MINIMUM SHEET Z EMBED.-EMBEDMENT MAX.-MAXIMUM 2fi it END CAP NOTE: D i lb S5 CLAMP SETSCREW TENSION SHOULD BE PERIODICALLY VERIFIED FA t USING A CALIBRATED TORQUE WRENCH BETWEEN 160 AND 180 1 INCH- POUNDS (NOT FOOT- POUNDS) (18-20 NM) WHEN USED ON 22 >- GA STEEL OR BETWEEN 130 AND 150 INCH - POUNDS (15 -17 NM) ON 24 GA STEEL. SEE MANUFACTURER SPEC FOR OTHER GAUGES OTHERWISE INSTALLER ACCEPTS FULL RESPONSIBILITY. if, a I HELIOCOL PANEL HELIOCOL LONG RISER SYSTEM TYP. a CLAMP 2' -0" O.C. ��J CPVC -PVC CONNECTIONS •lI`�,. _ BONDED WITH ALL STANDING SEAM 2" PURPOSE CEMENT SUCH 8 DIA. ST STL BOLT TYP. a AS "OATEY ALL PURPOSE METAL ROOF TYP. CEMENT " OR EQUIVALENT S5 -(2) SCREW SETS ° CW PER SIDE OF CLAMP TYP. ?� WOOD ROOF -0" 4'-0" WOOD TRUSS TYP. PROJECT: SHEATHING (5) COLLECTOR ARRAY FEED LINE - LOWEST IC ELEVATION 2 TYPICAL STANDING SEAM METAL ROOF -S5 BOTTOM CLAMP CONNECTION DETAIL 6 HC-2 SCALE: 1"=1.'-0" HC-2 z 0 HELIOCOL LONG 6 CLAMP 2'-0" O.C. z , EACH CLAMP TYP. NP' o 1N ►- � O SEALANT TYP. F fOR " � �' J c n ¢ .ES TYP. •�- HELIOCOL PANEL NOTE: o LL c r, ®v o RISER SYSTEM TYP. THING CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT" ASSEMBLY. J WOOD ROOF RE- INSTALL, RE -FILL AND RE -SEAL TILES AFFECTED WITH o TRUSS TYP. APPROVED ROOF MATERIALS o € T STL ALL THRD w o o d 5 TH NUT - HELIOCOL LONG UMASOLAR ALUMINUM HELIOCOL SHORT = f :1 IS MAX. 3' -0" MOUNTING CLAMP CLAMP 2' -0" O.C. CLAMP 2 0' O.C. W L CO ALL NUTS TYP. FLAT OR BARREL ,. TIP - DATE 114010 I; L CONNECTIONS TILE TYP. ��)� — DRAWN 8Y: MAS i ��► � . ,MAS !! )F SEALANT TYP. ��i HELIOCOL PANEL CHKD B i 51 R� - �. p R NO. # 29127 i HELIOCOL PANEL RISER SYSTEM TYP. a ,, SPHALT OR - ROOF SEALANT SCALE AS NOTED 0 apt RISER SYSTEM TYP ' SHINGLES TYP �� -- TYP. , NOOD fr WOOD ROOF f #2 S.Y.P. WOOD IDRAWINC # wk * EATHING �� TRUSS TYP. ROOF TRUSS TYP. 4 WOOD OR WOOD q DIA. ST STL LAG H C-2 UNISTRUT = - SHEATHING BOLTS -3 " EMBED. K, PANEL --- 1 TYP. EACH CLAMP SHEET _ OF 1 _ t g ICAL WOOD SPANNER OPTION - LIMITED TYPICAL FLAT TILE - BARREL TILE Al li CE OPTION FOR UNALIGNED TRUSS ROOF CLAMP TOP CONNECTION A =� i INECTION DETAIL 4 DETAIL �' " 6 1 " =1'-0" HC -2 ; �I1 C 1 i'f''' 'EFER TO WIND -BOLT /CLAMP SCHEDULE THIS SHEET REFER TO WIND BOLTCLAMP SCHE LE THIS SH _ CE " �.. ." �....,.. : OR BOLT SIZE PER WIND SPEED AND ZONE. . ONE OF AT ' �iY r 'i � f) Nu • - • , , 0 . - . -. 1, REQUIREMENTS AND CONDITIONS. ¥ FILE C P y VIEWED BY: DATE 3 23 2 Si ` FLORIDA SOLAR ENERGY CENTER .. ,4vL 1679 CLEARLAKE ROAD, COCOA, FLORIDA 32922 -5703 (321) 638 - 1000 \ \ 71 /111 F Approved Solar Energy System FSEC # S9004 Approval Date: NOV 1989 Revision Date: SEP 2006 DISTRIBUTOR SYSTEM United Marketing Associates, Inc. Heliocol -50 13620 49t Street North Clearwater, Florida 34622 This system was evaluated by the Florida Solar Energy Center (FSEC) in accordance with the Florida Standards Program For Solar Domestic Water and Pool Heating Systems (FSEC-GP-7-80) and was found to meet the minimum standards established by FSEC. Description Collector Manufacturer Model Number Units Total Rating 1. Heliocol U.S.A. Inc. Heliocol -50 As required 46,100 Btu per unit 2. United Marketing Sun Star 50 As required 46,100 Btu per unit Tank Manufacturer Model Nurriber Oapadty (gal) Type: 1. Not Applicable Pump Manufacturer Model Number Power Draw (Watts) Rated Power 1. Existing Pool Pump Controller Manufacturer Model Number Type: Differential temperature 1. Independent Energy C- 35 -15 -3T 2. Heliotrope General HM4000A 3. Solar Metrics SP10 Freeze Protection 1. Collectors drain automatically when pump is shut -off. Other Major Components 1. Jandy Industries JVAl200 valve 2. Hydrotech Chemical Corp. G66208 valve 3. Heliotrope General FV -2, O -P valve If further information is required you may contact the Florida Solar Energy Center at the above address. SUMMARY INFORMATION .41/Ifet r FLORIDA SOLAR ENERGY CENTER '�f; g June 2000 1679 CLEARIAKE ROAD, COCOA, FLORIDA 32922 -5703 (321) 638 -1000 FSEC # 98002 MANUFACTURER Collector Model Heliocol U.S.A. Inc. Hellocol 50 927 Fem Street, Suite 200 Altamonte Springs, Florida 32701 This solar collector was tested by the Florida Solar Energy Center (FSEC) In accordance with prescribed methods and was found to meet the minimum standards established by FSEC. The purpose of the tests is to verify initial performance condiidons and quality of construction only. The resulting certlfusdonjs not a guarantee of long term performance or durability. DESCRIPTION Gross Length 3.835 meters 12.58 feet Gross Width 1.188 meters 3.83 feet Gross Depth 0.051 meters 0.17 feet Gross Area 4.481 square meters 48.23 square feet Transparent Frontal Area 4.481 square meters 48.23 square feet Volumetric Capadty 14.4 liters 3.8 gallons Weight (empty) 10.7 kilograms 23.5 pounds Recommended Row Rate 314 ml/s 5.0 gpm Maximum Operating Pressure 552 kPag 80 psIg Maximum Wind Load Not Applicable Number of Cover Plates None Flow Pattern Parallel " Forced dreulation Number of Flow Tubes Multitube mat MATERIALS Enclosure None Glazing None Absorber Polypropylene with W stabilization Absorber Coating None Insulation None THERMAL PERFORMANCE Tested per ASHRAE 96-1980 (RA 1989) Incident Angle Modifier Km = 1.0 - 0.11 1 ) %coat/ Test Row Rate 314 mVs 4.97 gpm Efficiency Equations * 82.8 • 1852 (fl -Ta)/% la 82.8 - 326 (11 -Ta)/I . 83.7 - 1844 (ii -Ta)/I - 5069 [('fI.Ta)/I] 61 83.7 • 325 (TI - 157 [(7'i-Ta)/IP Units of (fi Ta)/l are •C / Watt/m2 Units of (TI -Ta)!l are •F / Btufir•fl RATING The collector has been rated for energy output on measured performance and an assumed standard day. Total solar energy available for the standard day Is 6045 Watt-hours/0 (1600 8tultt distributed over a 10 hour period. Output energy ratings for this collector based on the second -order efficiency curve are: Collector Temperature Energy Output Low Temperature, 35 °C (95°F) 48,600 Kitojoules /day 46,100 Btu/dm Intermediate Temperature, WC (122°F) 17,400 Kilojoutes /day 16,500 Btu/da; High Temperature, 100 °C (212°F) 0 Kltojoules /day 0 Btu/da! IIOW TO CONNECT TI- E SOLfiR -- , o COLLECTORS TO EXISTING POOL FILTI?tlT/+YN SYSTEM Vacuum Breaker i TO SOLAR RETURN II COLLECTOR FROM SOLAR (COOL) COLLECTOR glair (WARM) ROOF SENSOR \-ger, ....4 AUTO H CONTROL o . (Optional) Check Valve -- VALVE CONTROLLER Iii V( — ,■ ficc,..��� Three Way Valve . .,,,......7" ... V ' POOL SENSOR irai (STR-JV3) III 1 - NEW PLUMBING Check Valve �� EXISTING PLUMBING (STR CV) t • Install after _� ir ,,,.. this point: • Chlorinator • Heater • Other pool accessories (optional) J t 3 ? IIrl i \ N SOLt4I?' COLLECTOR' LAYOUT Shown below are the THREE most common Solar Collector installations. -4-- END CAP 1 1 1 v • END CAP RETURN 1 t FEED ' FIG 5.1- SINGLE ROW 1:11 'I ' 1 1 ;1 1 1 11 1 1 1 11 111 I I I ! 11 I'' I i I I" I 11' •—END CAP � ,� I � , I I� i .I � � I I I i .I II 11 � �Illl I r I 1 1, 1 I! � � 1 � �I � 1�1 , ! 1�,111� I � I ! 1, I i 1 I I � I !1' ll,l 11 ' 1 1111 Il 1 11 1 1 ! 1111 111 11 i 1 11 11 1 11 1 1 1 1 1 1 1 1 1 1 1 11 1 111 li ' 1111 11 1 1 11 1'1 Il dill i t 11 11 1 11 1 1 111.11 l 1 ,111 III 1 1 ' 1 1 I II' I � Ij 111 11 l' III 1 ! �� i " ' I1l1. 1 l i l 1i1 � � I1� 11 I ' t 1 11 � � I �1 I 11 1111 I II 11 1 ,l ' 1 1 I I 1 1 I ' 1 1 ��II� II! 1 I I� � .1 L. 1 1. �, , ,1 � ..I I II � I 1� 1111 Ili 111��1I1 11114 1 Ap END CAP II 11 1,1 II1 1 1 11 '�I I ll I1 1 I I1 ' I 11 111 11 111111I 1 i 11 � 1 1 I I I 11 1 1, 11 1 III 1 f I I 11 1 ! 11 11' „ '11 1 '1 1'1 11 1� I' 1 111 l• I11 , I� i l l 1 ' 1 1 1 I I1! I 1 ! 11 '� I I I 1 1 11 I I 1 ' 1 � 1 '�I I '1 11 !'�, 1 1 1 11 11, I 1 I 1 11 1 ,1 1 11 11 I I 1 ! j I � 1, 1. 1 i, , I ; 1 � , 1X11 I 111 i 1 1111,1111 I A I 11 � i I 11 i 1' 1 1 � i 1 11 IIII it 11, III, I I .1.1 111 I RETURN 1 v • END CAP t FEED FIG 5.2 - DOUBLE ROW ti I i il�ll 1 111 \ I l( I 1 i i � I END CAPS 1 1 I 1 1 1 , , 1 Ih 1 1 1 1 11 'I 1 1 rl 1 I 1 1 i � 1 � 1 1 Iii i I l I 'I 111 � i i � 1 v • END CAP t FEED END CAP , � RETURN FIG 5.3 - SINGLE ROW SPLIT FEED City of Atlantic Beach APPLICATION NUMBER , r^ .7> Building Department (To be assigned by Building Department.) ; .i 800 Seminole Road r Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 /f E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 2,,c1 /ate nt review required Ye No Buildin V Applicant: cJ /€ W " 1/16" Planning & Zoning / Tree Administrator Project: Jf T » /l Sill / ' �D L. �� 0-4-7'") Public Works Public Utilities Public Safety Fire Services � N .�' + x7 r i � � i e Revie`wF z XT T . ° 11 Slgnaturexma .q Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: (IBU 1 LDUG 1 PLANNING & ZONING Reviewed by: /7 Date: 3/6 / TREE ADMIN. Second Review: ['Approved as revised. ❑Den d. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. (Denied. Comments: Reviewed by: Date: Revised 05/14/09