56 W 13TH STREET f-Ir,
X,
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,;FL 32233
INSPECTION PHONE LINE 247-5826
Application Number 05-00031050 Date 11/22/05
Property Address . . . . . . 56 W 13TH ST
Tenant nbr, name . . . . . . COMMERCIAL BLDG SHELL
Application description . . . COMMERCIAL NEW CONSTRUCTION
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 124000
Owner Contractor
- ---------------- ------- ------------------------
LICHTY, KIRK ALL AMERICAN CONSTRUCTION
2865 PLUMMERS COVE, #3
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32223
(904) 493-3709
----- ----------------- ------------------------------------------------------
Permit . . . . . . 13UILDING PERMIT
Additional desc . .
Permit Fee . . . . 582 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 124000
----------------------------------------------------------------- -----------
Special Notes and Comments
SHELL PERMIT DOES NOT ALLOW OCCUPANCY
UNTIL INTERIOR BUILD OUT IS COMPLETE.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . CAPITAL IMPROVEMENT 325 . 00
ST c6NSTRUCTION SURCHARGE 18 . 00
SECTION H IMPACT FEE 2250 . 00
SEWER IMPACT FEES 2520 . 00
WATER IMPACT FEE 280 . 00
WATER CONNECT/METER ONLY 85 . 00
WATER CROSS CONNECTION 3S . 00
Fee summary Charged Paid Credited Due
- ---------------- ---------- ---------- ---------- ----------
Permit Fee Total 582 . 00 582 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Other Fee Total 5513 . 00 5513 . 00 . 00 . 00
Grand Total 6095 . 00 6095 . 00 . 0,0 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING OFFICIAL
4'x4' VENT FAN
STANDARD WALL PANELS STANDARD ROOF PANELS PANEL LIGHTING STANDARD WALL PANELS CONT. CUTTER DOWNSPOUTS
Z
0
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z
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0
14-'x14" OH DR-
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STEEL DOOR TRACK (TYP) U-)
B,L.DG. No.2 LEFT SIDE ELEVATION,,
BL
DG. Nol FRONT ELEVATION
SCALE: 1 /811=1 1-01, SCALE: 1
m
4'x4' VENT FAN
STANDARD WALL PANELS STANDARD WALL PANELS CONT. GUTTER & DOWNSPOUTS
STANDARD ROOF PANELS �'6 vi 4 t1i C�
PANEL LIGHTING z
- --- ------
111111f fill 1111111. 1.-1 mj
BLDG. Nol REAR SIDE ELEVATION ,, BLDG. No.2 RIGHT SIDE ELEV,4110�,
SCALE: 1 /8"=I '-O" SCALE: >m
u
j
BUILDIN G CODE SUMMARY
BUILDING ADDRESS: 13Th STREET WEST- LOT 5
ATLANTIC BEACH, FL 32233 (0
FLORIDA BUILDING CODE 2001 CODE ENFORCEMENT : ATLANTIC BEACH,_ FL.
BUILDING DATA: NEW CONSTRUCTION - SHELL ONLY 0
ASSEMBLY X BUSINESS EDUCATIONAL
OCCUPANCY MERCANTiLE RESIDENTIAL FACTORY INDUSTRIAL
INSTITUTIONAL (UNREST) INSTITUTIONAL STORAGE GARAGF 0
HAZARDOUS MIXED OCCUPANCY Z, YES NO
TYPE I TYPE IV (P) TYPE V P
CONSTRUCTION TYPE 11 TYPE: IV (UP) TYPE VI
TYPE TYPE III -T`y P E V TYPE VI ...up)
MIXED CONSTUCTION TYPE
SPRINKU IYES F FIRE DISTRICT —YES >jN0
BLDG HEIGHT 18, - 0" MEAN ROOF HT, MEZZANINE YES XNO
GROSS BLDG. F�RST FLOOR: 1860SF
AREA FIRST FLOOR
THIRD FLOOR
TOTAL: 186-0SF -
NUMBER OF UNITS 1 - PROJECTED LEASE SPACES
MEANS OF EGRESS DOORS TO EXTEPIOR
TRAVEL DISTANCE TO EXIT - MAX CONDIT ION 54 FT
NUMBER OF MAX -SQ. FT. FLOOR 1860 SF D AT E.-m,
MAX OCCUP. LOAD 2 UGU'
EXITS 4
MINIMUM NUMBER OF EXITS 1 - 1 PROVIDED AUGUST 2005
PARTY WALLS NR F
INTERIOR BEARING WALLS NR SCALE-m
FIRE INTERIOR NONBEARING 'WALLS NR
RESISTANCE COLUMNS NR AS NOTED
FLOOR - CEILING (BEAMS TRUSSES) NR�
ROOF CELING NR
EXTERIOR BEARING WALLS NR PROJECT No.
1100-05
--WUMBER SHEETS
PREPARED BY: 12
Robert IL Phillips, PE
1535 Park Terrace East PAGE NUMBER
Atlantic Beach. Florida 32233
_ __ ,,BUILDING � No.2 LIFE—SAFETY PLAN DESIGNER: RK PHILLIPS DESIGN ENGINEER
/8�1=lf DRAWN BY: BD _ ROBERT K. PHILLIPS, PE
S CA L E: I DATE: AUG 05
CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. 10
DATE: AUG 05
PE 48896
Sf
GENERAL NOTES
GENERAL DACKFILL MAIIRIAL
1 . TOPOGRAPHICAL AND EXISTING CONDIIIONS INFORMATION ARE APPROXIMATE. CONTRACTOR 28. ALL PIPE TRENCHES SHALL BE BACK FILLED WITH SUITABLE MATERIAL., COMPACTED TO (SEE NOIE #5)
IS TO VERIFY ELEVATION WITH H�S SURVEYOR AND MAKE ADJUSTMENTS AS NECESSARY. 95% MODIFIED PROCTOR �N 12" LIFTS. ALL TRENCH WORK SHALL BE �N COMPLIANCE WITH
g
1�z gn-
(SEE NOTE#1)
-96, STATE OF FL.ORIDA, "TRENCH SAFETY ACT". PIPE 13EDDiNG SHALL BE PER
CHAPIER 90
-ACE OF CURB UNLESS 01HERWISE NOTED.
2. ALL DIMENSIONS TO F CITY STANDARD DETAILS.
3. NEW DRIVEWAYS PROPOSED IN CITY OF ATLAN71C BEACH OF WAY MUST CONFORM z
29. THE CONTRACTOR SHALL PROVIDE NO LESS THAN 6" CLEARANCE BETWEEN ALL -12" el,R�Y
tv 0
70 CITY OF A7L. BEACH PUBLIC WORKS DEPAR-TMENT TO OBTAIN A RIGHT OF WAY PERMIT '11.1,,�BACKFILL COMPACTED TO
UTILITIES. MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION BEIWEEN WATER MAIN AND 98% (SEE NOT#3&4)
PRIOR TO COMMENCEMENT OF CONS7RUCTION. SEWER MAINS. WHERE WATER AND SEWER MAINS CROSS, MAINTAIN WATER MAIN MINIMUM 4" PIPE O"EIER >
7—
;77�11� La
18" ABOVE SEWER MAIN IF POSSIBLE. THE CONTRACTOR SHALL VERIFY VER71CAL i / . ce
V-04
4. ALL PAVEMENT TO BE 4" CONCRETE PAVING 3000PSL WITHIN CITY RIGHT-OF-WAY,
SEPARATION. X/Z
CONCRETE TO BE A MiN�MUM 6" THICK, �OOOPSI WITH FIBERMESH. -d
30. WATER LINES 4" AND LARCER SHALL BE PVC, DR18, INTEGRAL BELL AND SPIGOT
5, HANDICAP RAMPS, SPACES AND SIGNAGE TO CONFORM WITH ANSI, CITY OF ATL. BCH.
(RING-TITE TYPE), AWWA C-900, NSF APPROVED ONLY. FITTING SHALL BE CAST IRON, PIPE TO BE INS7ALLEO ON
AND STATE STANDARDS REGARDING HANDICAP ACCESS. 5" THICK 10 BE USED FOR UNDISTURBED SOIL OR SUIIABLE
MECH. JOINT. ALL FITTINGS SHALL BE PROPERLY RESTRAINED IN ACCORDANCE WITH C11Y COMMERCIAL AND IN CITY R/W SOIL COMPACTED TE#2)
10 X SnY (NO
OF AIL. BCH, PUBLIC WORKS STANDARD DETAILS. WATER MAIN LESS THAN 4 SHALL BE
n CLASS "C" CONCRETE
6. CONTRACT R TO VISIT SITE AND LOCATE PROPERTY CORNERS, LINES AND VERIFY
SCHEDULE 40, SOLVENT WELD, AWWA C-900, NSF-PW APPROVED ONLY. 3000 PSI
EXISTENCE OF ALL UT�LITIES WHETHER SHOWN OR NOT PRIOR TO COMMENCEMENT OF SITE
1:1 BATTER Z
CONSTRUCTION. 31 . ALL FITTINGS SHALL BE QUALIFY TESTED FOR DEFECTS AND HOLIDAYS BY A 2,
7� ALL DISTURBED EARTi'i AREAS SHALL BE SEEDED/MULCHED OR LANDSCAPED. REFER TO DESIGNATED CITY OF ATL, BCH. PUBLIC WORKS PERSONNEL. CONTRACTOR SHALL CONTACT TYPICAL TRENCH -j
4 247-5834 PRIOR TO INSTAILLATION. USE CONCRETE LINED FITTINGS IN WATER MAIN TYP. SIDEWALK DETAIL 0
LANDSCAPE PLAN FOR SPECIFIC PLANTING INFORMATION. m
CONSTRUCTION AND POLY LINED FITIING FOR SEWER LINE CONSTUCIION. NOTES
1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL UEIWEEN AN EUVATION OF I FOOT AaOVE THE TOP Or THE PIPE AND THE
8. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROX�MATE ONLY AND ARE BASED CENTER LINE OF IHE PIPE; OTHERWISE,'TRENCH SIDES $HALL BE AS VEFIICAL AS POSSIBLE OR AS REQUIRED By Q5HA
32. GATE AND TAPPING VALVES SHALL BE RESILIENT SEAT TYPE. ALL GATE VALVES FOR STANDARDS, REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGMIH #A)) TO QEI�RMINE mAxIMUM
ON INFORMATION PROVIDE BY 1HE OWNING U-11LITY, IT SHALL BE THE CONTRACTOR'S CITY OF ATL. BCH, PUBLIC WORKS SHALL BE "OPEN LEFT" TYPE. PAYLINE WIDTHS.
RESPONSIBILITY TO LOCATE AND VERIFY, IN THE FIELD, THE HORIZONTAL AND VERTICAL 2, BELL HOLE SHALL BE DUG 1`0 PERMIT THE ENIIRE STRAIGI-q BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH
BOTTOM,BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITItO IN BACKFILL UP TO
LOCATIONS AND ELEVAFIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN OR NOT. 4" CONCRETE I FOOT ABOVE 7HE TOP OF THE PIPE- LLJ
33. ALL WATER SERVICES SHALL TERMINATE WITH A NEW CURB COCKS IN THE METIER BOX. MIN. N00PSI 3. BACK FILL MATERIAL UP TO A LEVEL OF I 170CT OVER THE PIPE SkkLL CONSIST OF AASHTO CLASS A-a SOIL (SUFABLE SOIL)
CONTRACTOR IS TO EXERCISE CAUTION WHILE WORKING NEAR ANY EXISTING UTILITIES. THE AND $11ALL EXCLUDE CLAY MATERIAL$AND LOOSE ROCKS LAR(3ER THAN 3/4 IN(�H SI�L-
CONTRACTOR SHALL REPAIR OR PAY FOR ALL DAMAGES MADE 'TO EXISJING STRUCTURES CURB COCKS SHALL BE FORD BALL VALVE B-11 SERIES OR McDONNELL HALL VALVE 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF SIRUC71)RES SHALL BE PLACED IN
AND UTILITIES. #6101 . WATER METERS MAY BE SET BY CIJY OF ATL BCH PUBLIC WORKS AT 6 INCH COMPACIED,THICKNESS LAYERS AND SHALL BE CCMPACfED TO 98
CONTRACTOR'S EXPENSE. CONTRACTOR TO PERFORM NECESSARY UTILITY CONSTRUCTION IN BY TliE LABORArOPY MODIFIED PROCTOR TF.$T, ASTM DISS7.
5� SEE , EXCAVATION AND LARIHWORK' SECTION 408 FOR ADDITIONAI. REQUIREME14TS INCLUDING RLMOVAL AND REPLACEMLNT
)EWATERING,'COMPACTION REQUOLIALNIS AND 0ENSOY TU71NC Or COMPACIED SOILS,
9. NO SUB-GRADE INVESTIGATION HAS BEEN PERFORMED. PAVEMENT SUB-GRADE SHALL RIGHT OF WAY INCLUDING SETTING NEW MEIER BOXES WHERE APPLICABLE. TERMINATE or UNSUITABLE SOILS, L >-
HAVE ALL UNSUITABLE MATERIAL REMOVED TO A DEPTH OF 3,0 FEEF BELOW SUB-GRADE SERVICES WITH CURB STOPS, METERS TO BE INSTALLED BY CITY OF ATL BCH PUBLIC H I ULLILILL-LE-LLILLL m
AND 2.5 FEET BEYOND BACK OF CURF3. BACK FILL WITH SUITABLE MATERIALS. ALL WORKS WATER AND SEWER FORCES UPON APPLICATION AND PAYMENT BY LICENSED MASTER OPEN- CUT TRENCH FOR PIPE
T THE
UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LEGALLY DISPOSED OF OFF SITE A PLUMBER OR UTILITY CONTRACTOR �� RM 101 , CITY HALL. 1/04 PI.AIE W-42 0
CONTRACTOR'S EXPENSE OR DEPOSITED IN PROPOSED LANDSCAPE/BERM AREAS AS IS 34 REDUCED PRESSURE (RP) BACKFILOW PREVENTERS SHALL BE DESIGNED AND INSTALLED Z
ILLU-1 L
I I E��
FEASIBLE. IN ACCORDANCE WITH AWWA MI-14, BACKFLOW PREVENTION AND CROSS CONNECTION
10. ALL CONCRETE CURB AND GUTTER, AND SIDEWALKS SHALL BE 350OPSI CONCRETE CONTROL AND THE CITY OF A-TL BCH CROSS-CONNECTION CONTROL POLICY MANUAL. THE
WITH A MAXIMUM SLUMP OF 5-1" DEVICE SHALL CONTAIN TWO INDEPENDENTLY ACTING CHECK VALVES AND AN 12" CO M PACTED SU B-BASE
2 AUTOMATICALLY OPERAIING PRESSURE DIFFERENTIAL RELIEF VALVE AND SHALL BE SUITABLE 987. MAX. DENSITY (LBR 30)
AASHTO T-180 CCPOL�MER MEIER
11 . ALL PIPE LENGI`HS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUC7URES SHALL BE FOR INSTALLATION IN AREAS SUBJECTLD TO BACKPRESSURE. THE UNIT SHALL CONTAIN E30X & COVfR (NOTE 1)
CONS-TRUCTED TO CONFORM WITH CITY OF ATL. BCH, STDS. �ND DETAILS AND SHALL BE SHUT OFF VALVES FITTED WITH TEST COCKS. APPROVED MODELS FOR SIZES 3" THROUGH SET AT �INAL GRADE
CON57RUCTED TO CONFORM V�ITH CURBING AND PROPERTY LINES. 10" INCLUDE WATTS 909 OR FEBCO B25� 4 TYP. CONCRE'TE S-E CT 10 N
CONNECTION
12. ALL LNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF 35, SHOP DRAWING FOR ALL BACKFILOW PREVENTERS SHALL BE SUBMITTED TO CITY OF CORPORATION STOP REQUIRED ON TO CUSFQMLR'S
ATL BCH PUBLIC WORKS WATER AND SEWER BUSINESS UNIT FOR APPROVAL PRIOR TO ALI- SERVICES RLGARIDLES$ OF SIZE� WATER MAIN AND
SUB-GRADE FOR PAVEMENT. (CONNECTED DIRECTLY INTO SADDLE) BAGKFLOW PREVENILR
INSTALLATION. CON-TACT ATIL BCH PUBLIC WORKS DEPT. 6" - #57 STONE (N01t 4) (IF APPLICAOLE)
SET CURB �71` A�5
13, SOIL INVESTIGATION FOR PAVEMENT/BUILDING FOUNDATION TO BE ORDERED 13Y QLQ�,F TO WALL
GENERAL CONTRACTOR IF REQUIRED. CIVIL' FIRM IS NOT RESPONSIBLE FOR GEOIF-CHNICAL 36. GRAVITY SEWER SHALL HE PVC, ASTM 3034, SDR 35, INTEGRAL BELL AND SPIGOT, AS F'QSSIBLE (2Y2,,mm)
6" PERFORAIED CELLULAR Pvc WATER
BELLS POINTING UPSTREAM THROUGHOUT. SEWER LINES ARE DESIGNED FOR 36" MINIMUM CONFINEMENT SYSTEM (TYP) ACCLPIABLE
CON DI'T IONS/R ECOMM EN DAI IONS. I � 8" RANGE FOR SERVICE LINE (NOTE 3)
COVER TO FINISH GRADE AND SHALL BE PROTECTED UNTIL CONSTRUCTION IS COMPLETED, TAPS 0'-45' SET METER
UPON COMPLETION OF WORK, THE CONTRACTOR SHALL SCHEDULE A FINAL INSPECTION ON UNDiSTURDFO
14. THE CONTRACTOR MUST OBTAIN ALL PERVIIS PRIOR "TO COMMENCEMENT OF OR COMPACTED SOIL
CONSTRUCTION ALL PERMITS MUST HE KEPT ON CONSTRUCTION SITE AT ALL TIMES AS WITH -THE CITY OF ATIL BCH PUBLIC WORKS PROJECT ENGINEER/INSPECTOR.
DISTRIBUTION MAIN
REQUIRED. SERVICE 5�ADDLE (*/S.S, BANDS
,37. 7HE CONTRACTOR SHALL WARRANTY ALL WORK IN RIGHT OF WAY TO THE CITY OF ATIL L LLLLLLL111i- EPDXY iRON CODY, SEE NOTE 2) z m
15. CONTRACTOR SHALL VERIFY EXISTING �tk�EMENT AND BUILDING LOCA71ONS AND BCH AND ALL SITE WORK TO OWNER FOR ONE (1 ) YEAR FOR DATE OF FINAL ACCEPTANCE. 01
ELEVATIONS PRIOR TO CONSTRUCTION. LluiLL
38. ALL WATER AND SEWER UTILITY CONSTRUCTION IN CITY RiGHT-OF-WAY MUST BE
-S SHALL BE PLACED IN LOOSE PERFORMED BY LICENSED UNEERGROUND UTILITY CONTRACTOR-
16. STRUCTURAL FILL REQUIRED FOR ROADWAY EMBANKMENI I I -F L I 1 11 L-L-LL 1, METER TO fit IN THE STREET RICIF-OF-WAY, SEVEN FEET OUTSIDE Of THE PROPER`TY LINE ANO VO(JR �UET
LIFTS NOT EXCEEDING 12 INCHES IN THICKNESS AND SHALL BE COMPACTED TO DENSITIES INSIDE Of THE PROI3N(�ATION OF ONE QF [HE SIDE PROPERlY LINES. IF POSSIBLF- 1HE WXf�R METER BOX SHALL EIE
EQUIVALENT 70 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DEN-,IIY (ASTM D1557), ±2 LuCAIrD IN NON-TRAI-FIC AREAS (NOT IN DRIVLWAYS). SET %�P OF 8OX A7 I-IMSHED GRALL
GEOTEXTILE FABRICj NATURAL SUB-BASE 2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1"WATER SERVICES WHICH ARE NSjA-LED ON A DRY 10" SIZE OR
7. OF THE MOISTURE CONTENT, STRUCTURAL FILL IS DEFINED AS NON-PLASIIC, INORGANIC MIRAFI 140 OR EQUAL NOT COMPACTED, PROOF SMALLER WATER MAIN(NEW WATER MAN CONSTRUCTION). FOR WET TAPS OR WATER MAIN$ 12- SIZE AND LARCER,
ROLLED ONLY A I)OUBLE BAND SADDLE 15 REQUIRED.
(CONTAINING LESS THAN 10% VATERIAL PASSING IHE NO. 200 MESH SLEEVE). 1 J, NO OPEN CUT UNDER ROAI)WAY PAVING ALLOWED ONLL5S IHE ROADWAY IS BEING RECONSTRUC7EO OR IF DIRECIED
NOTES: OTHERMSE BY CITY OF AFL, BEACH CONSIHIJC7 POLY LINE WITH 24-�MIN) CO�`ER�JNDCR RQA�3WAYS-
17, ROADWAY BASE COURSE MATERIALS SHALL BE LIME ROCK AND SHALL CONFORM TO 1. TUCK GEOTEXTILE FABRIC IN 2' AT ENDS 4, INSIALL PVC PLUG IN ALL CURB STOPS IF WAI�R SERVICE IS 'NOT IN USE' (Ei IF NO METER �S INSTALLED)
THE FLORIDA D.O.T. STANDARD SPECIFICATIONS LATEST EDITiCN, FOR BASE MATERIALS, 2. REMOVE STICKS, ROOFS, SHARP STONES AN D 5. No 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WXILP MAIN$ NHIK�H ARE 20*AND L�RGER $12E.
REDUCED PRESSURE BACKFLOW PREVEN110N OTHER SHARP OBJECTS PRIOR TO LAYING FABRIC
�NCLUD�NG CONSTRUCTION METHODS. ASSEMBLY. WATTS 909, FELICO 825Y OF?
APPROVED EQUAL. 3. PLACE AND STAKE 6" TERRACELL POLYETHYLENE
CONFINEMENT SYSTEM OVER SUB-BASE PRIOR 10
18. CONTRACTOR IF REQUESTED SHALL PROVIDE CERI�FIED TEST RESULTS OF THE DEGREES CALV. STEEL UNION GALV. STEEL UNION PLACING STONE. WMER SERVICE DETAIL
OF COMPACTION OF THE SUB-GRADE AND THE BASE FROM AN INDEPENDENT QUALIFIED
TES71NG LABORATORY. GALV. STEEL 90' BEND GRAVEL PARKING SECTION 1/04 2 AND SMALLER VETER PLATE W-2 J
19. DURNG CONSTRUCTION, CONTRACTOR TO PLACE HAY BALES AND SILT CURTAINS AT
ALL DOWNSTREAM DISCHARGE POINTS UNTIL. CONSTRUCTION IS COMPLEJE AND SEED/SOD
GALV. SIEEL 90' BEND
HAS STABILIZED THE SOIL 70 AVOID SILTATION AND TURBIDITY IN ACCORDANCE WITH
INSULATE ALL AL30VE GROUND WATER PIPING
FLORIDA S`TREAM STANDARDS.
WITH 3/4" THICK ARMOFLEX INSULATiON. ALL
WITH A WI
JOiNTS GLUED -IITE EXTERIOR COATING PROJECT LOCATION
4"
20. CONTRAC70R TO NOTIFY CIT`� OF AIL. BCH. PUBLIC WORKS PRIOR TO SITE ,%, . >� I q
z < ";
CONSTFUCT�ON TO ARRANGE FOR LOCAT�CN OF ANY ON-SITE TRANSFORMER SERVICE/ PAD GALV. STEEL RISER-,_
..........
N .
FACILITIES AND MUST NOTIFY ENGINEER IF REVISION IS REQL�RED OF PLANS FOR
q
DEPICTiON-
j!
r
0
1 -800-4,32-4770, 43 HOURS
21 , CONIRACTOR MUST CONTRACT SUNSHINE ONE CALL,
IONS OF ANY KNOW UNDERGROUND FACILITIES
PRIOR 70 D�'GG!NG FOR ACFIJAL FIELD LOCAT
-I'E L�M�7S OF THE FROJECT.
WiTH�N 7�
..........�.:........
'APAC17Y FEES (WPC) SHALL BE PAID AT 7IVE OF BUILDING
22, 'WATER AND/CR SEWER C 2�
-S OR LOADING ............ ...
PERV,17 AFI'LiCATION BASED ON TOTAL NUMBER OF SEWER F�XTURE UN�7
RA7 ES PER CHAPTER 64-F, FAC FOR ONSITE SEWAGE TREATMENT AND/OR DISPOSAL 1cD
............
SYSTLM. COVI`�,IERCIAL PROJECTS SHALL REQUIRE AN APPROVED SET OF CIVIL DESIGN
'OCESS BUILDING PERMIT.
PLANS TO PR ..4
23. ALL CONSTRUCTION WITHIN RIGHT-OF-WAY(S) SHALL MEET CITY OF ATL. BCH. FOR FROM MEIER
........ ............
....... ...
FLORIDA D-0,T. STAN'DARD SPECIF�CATIONS AND DETAILS AS APPLICABLE, ....................
............
ER AI`,,,D/OR SEWER TO BE CONSTRUCTED IN CITY OF A7L. BCH. RIGHT OF WAY
SCHAO PVC PiPE
24, ALL WAT
OR EASEMENTS MUST BE IN CONFORMANCE WITH CITY WATIER AND SEWER STANDARD
DATE.,
DETAlS, SPEC!F ICA7 ONIS AND APPROVED MAJERIALS MANUAL M
nr. d"............1,
GALV, SIEEL OR PVC .......... �7.77 AUGUST 2005
................... A...
2�.. .............
-517E PRIVATE WATER AND SENER CONSTRUCTION (NOT REVIEW BY
25� ALL ON sc 80 '20' BEND
'SCH.40 PVC PIPE
HRS/RI1SD//DEP) REQUIRES A PLUM&NG PERMIT WITH SCHEDULED INSPECTION PRIOR TO
NSTALLATION. CONTACT CITY OF ATL. E3CH BUILDING OFFICIAL 9 247-5813. 1: SCALE:
BACKFLOW PREVENTOR
26. CONTRAC-TOR S RESPONSIBLE FOR EXAMiNATION OF FINAL ARCHITECTURAL PLANS AND NO SCALE
N.T.S-
CNiL DRAWiNGS TO CONFIRM THE DF ALL WATER AND
-PTH, LOCATION AND SIZE OF
SANITARY SEv�'ER SERVICE CONNECTIONS MATCH PRECISELY BETWEEN ARCHITEC-TURAL AND
PROJECT No.
CIVIL DRAWINGS.
j
...............
1100-05
27. SITE CONTRACTOR IS) RESPONSIBLE FOR COORDINA71ON WITH GENERAL CONTRACTOR
DUIIS, PIPES, CABLES, .........
REGARDING SCHEDULING FO CONSIRUCTION OC ALL SLEEVES, CON ..........
.......... J I i
oT SHOWN ............... NUMBER SHEETS
LIGH7�NG, �RR�GATION, AND/OR ANY OTHER UNDERGROUND UTILITIES SHOWN OR IN
.............
..........
ON THESE DRAWING S WHICH MAY BE REQUIRED PRIOR TO CONSTRUCTION OF PAV D AREAS. RPM_ i�yl,-��
PREPARED BY-
VICINITY MAP Robert IL Ph 12
1535 Park Terrace Eqst Psi) JL A.:j PAGE NUMBER
Atlantic Beach, Florida 32233
(904) 219-8385
DESIGNER: RK PHILLIPS DESIGN ENGINEER
DRAWN BY: IRD ROBERT K. PHILLIPS, PE
DATE; AUG 05
CHECKED BY- RK PHILLIPS FLORIDA REGISIRATION NO.
DATE: AUG 05 PE 48896
...........................
12 STD ROOF PANEL STD ROOF PANEL
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SECTION ('E__� PREPARED BY: NUMBER SHEETS
NTS ��A�4 Rober,4t P h ps, PE 12
1535 Park Terrace East PAGE HUM-13ER
Atlantic Beach, Florida 32233
(904) 219-8385
- DESIGNER: RK PHILLIPS DESIGN ENGINEER A1111111111111111L
DRAWN BY: BD ROBERT K. PHILLIPS, PE
DATE: AUG 05
CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO.
DATE� UG 05 PE 48896
4'x4' VENT FAN
STANDARD ROOF PANELS STANDARD WALL PANELS CONT. GUTTER & DOWNSPOUTS STANDARD WALL PANELS
V)
z
Z
0
Q
--14'xl4" OH DR- -14'xl4" OH DR
0
(L
ROLL-UP STEEL DOOR STEEL DOOR TRACK (TYP)
BLDG. Nol LEFT SIDE ELEVATION
BLDG. Nol FRONT ELEVATION
SCALE: 1 /8"=V-0" SCALE:
CL
I w -
M
4'x4' VENT FAN
STANDARD WALL PANELS
STANDARD ROOF PANELS STANDARD WALL PANELS PANEL LIGHTING z
I I-If I I 11 ------ ------ -------- ------- -
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. . ... . . . . . . . . . . ...... . . . . . .
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SCALE: 1 /811=1 1-011 SCALE: 1/8"=1 '-0'1 >0
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10- 1 D BUILDING CODE SUMMARY
BUILDING ADDRESS: 13th STREET WEST- LOTS 6&7
ATLANTIC BEACH, FL 32233
C�11 ID 00 FLORIDA BUILDING CODE 2001 1. CODE ENFORCEMENT ATLANTIC BEACH, FL.
BUILDING DATA: NEW CONSTRUCTION - SI-IELL ONLY 0
ASSEMBLY -G-USINESS EDUCATIONAL
OCCUPANCY MERCAN71LE RESIDENTIAL FACTORY INDUSTRIAL
INSTITUTIONLL_�UNRE.�T) INSTITUTIONAL (REST, X STORAGE GARAGE
HAZARDOUS MIXED OCCUPANCY X_ YES I NO
-TYP I TYPE IV (P) TYPE V (UP)
CONSTRUCTION TYPE 11 TYPE IV (UP) FYPE VI
TYPE TYPE H TYPE TYPE VI (UP)
MIXED CONSIUCTION ftyA�'L I IN 0 TYP E
SPRINKLED =Y E NO FIRE DISTRICT YES NNO
BLDG HEIGHT 18' - 0" MEAN ROOF HT. MEZZANINE YES IXINO
GROSS BLDG. FIRST FLOOR: 4000SF
AREA FIRST FLOOR
THIRD FLOOR
TOTAL: 4000SF
NUMBER OF UNITS 1 - PROJECTED LEASE SPACES
MEANS OF EGRESS DOORS TO EXTERIOR
TRAVEL DISTANCE TO EXIT - MAX CONDITION 49 FT
NUMBER OF MAX SO. FT. FL5-0-R 4000 SF DATE:
EXITS MAX OCCUP. LOAD 2
MINIMUM NUM��P--07-EXITS 1 - 2 PROVIDED AMUST 2005
PARTY WALLS NR
Lj Lj INTERIOR BEARING WALLS NR SCALE:
FIRE IN'TERIOR NONBEARING WALLS NR
RESISTANCE COLUMNS NR AS NOTED
FLOOR - CE1I 3EAMS TRUSSESA- NR
ROOF CEILING IN R PROJECT No.
EXTERIOR BEARING WALLS NR
NUMBER SHEETS
PREPARED BY: 12
Robert K. Phiflips, PE PAGE NUMBER
1535 Park Terrace East
Atlantic Beach, Florida 32233
(904) 219-8MS
,IBUILDINC No, 1 LIFE—SAFETY PLAN DESIGNER, RK PHILLIPS DESIGN ENGINEER
DRAWN BY: BD - ROBERT K. PHILLIPS, PE
SCALE: 1 DATE.- AUG 05
CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO.
DATE: AUG 05 PE 48896
131h 9-
z
0
ui
DIJT-T11-0UT OF STEEL
z
m
DOOR SCHEDULE 0
MATERIAL DETAILS REMARKS
MARK TYPE SIZE FRAME DOOR
0
1 A 14'X14' ROLL UP DR. MTL M71- x
2 B 3'-O"x7'-O"xl 3/4" AL AL�IGL PROVIDE PANIC HAR-G—WARF7' a.
3 B PROVIDE PANIC HARDWARE
4 A 1471-4' ROLL UP DR, MTL 0
M
OHWH
z E ILI 11
i�. – 0 1 0
C I D' m
NOTE: T01ET WALLS HAVE 7/16" OSB,
7'51
14'-100
z
ALL HARDWARE SHALL BE INSTALLED IN ACCORDANCE WITH
STATE OF FLORIDA ACCESSIBILITY CODE FOR BUILDING,
13
4A
CD
Ln
Lj L-j
z
mj
ELEC. PANEL----,,
TYP-
C2) 03 gL (a) <u,
01
A &L
BUILDING No. 1 LAYOUT
SCALE: 1/8"=l '-O" p 0
DA'rE:
AUGUST 2005
SCALE.-
AS NOTED
�j
PROJECT No.
1100-015
NUMBER SHEETS
PREPARED BY: 12
Robert IL PidHips, PE NUM13ER
1535 Park Terrace East
Atlantic Beach, Florida 32233
(904) 219-3385
DESIGNER: RK PHILLIPS DESIGN EN GINEER
DRAWN BY: 81) - ROBERT K. PHILLIPS, PE
DATE: AUG 05
CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO,
DATE: AUG 05 PE 4BB96
PI, UMBING FIXTI--)RES
FIX7URE MFG CAT. NO. REMARKS 2
SEAT 124-2100
WATER CLOS�l HC � ELJ ER 091 -0220
LAVATORY ELJER 051 -0124 BRASS:358-1 000 iT— �j z
0
ELECTRIC WATER COOLER HC I HAWS HACF/HACBS STANDARD cn-
>
PLUMBING ACCESSORIES
ITEM MFG CAI N.0 3" Li
z
HC GRAB BAR--'- BOBRICK 35637X36/135637X42
TOIL PAPER HOLDER BOBRICK 8685
0
CL
3/4�
3 0
�j m
LO
2:
Pj
&�6�14
a.
co
4
d BUILDING No. 1 PLUMBING LAYOUT
i I - ... 1! - -1 I=;-I I T u
CLEAN OUT TO BE INSTALLED
AT PROPERTY LINE AND MUST BE
COVERED WITH RT-1 CONCRETE BOX KI
WITH METAL LID, SET TO GRADE AND
VISIBLE. CLEAN OUT
4 TO SANITARY
SERVICE NOTE: PLUMBING FIXTURES AND ACCESSORIES SHALL
BE FURNISHED AND INSTALLED IN COMPLIANCE WITH
HP-2 v FLORIDA ACCESSIBILITY CODE FOR BUILDINGS.
BUILDING No. 1 PLUMBING LAYOUT
SCALE: 1/8"=I '—O"
GFI (TYP)\ GFI TYP)
OHWH LL
>m
03. ED]
�--4
N I BOO
200A I Q
120 205V ISIS fogn
MAIN
UMD
0
0
(2) 4" PVC
4 — 250 MCM AL
200A METER MAIN BUlDING No . 1
120/208 30 METER BANK DETAIL
DATEm.
3 SOCKET METER AUGUST 2005
HOUSE PNL & T/C SCALE:
AS NOTED
FT
U===j TELEPHONE PROJECT No.
ENCL.
1100-05
NOTE: PLUMBING FIXTURES AND ACCESSORIES SHALL NUMBER SHEETS
HP-1 BE FURNISHED AND INSTALLED IN COMPLIANCE WITH
FLORIDA ACCESS�BiLITY CODE FOR BUILDING.:�)- PREPARED BY:
12
HOUSE PANEL 100AMP
LIGHT SURFACE MOUNTED 1 PHASE Robert & Phillips, PE PAGE NUMBER
1535 Park Terroce East
d BUILDING No. 1 ELECTRICAL LAYOUT CIR ITEM BRK QRK ITEM CIR Atlantic Beach, Florida 32233
11 — LIGHT W/ EXHAUST 30 30 WALL PACK 2 (904) 219-8385
7zm 1 WALL PACK —W—PR�CTE-P—TAC`[�—S GFI 4
SCALE: 1 EXIST LIGHT 3 IRR�GATION 2--0.... 20 DESIGNER: RK PHILLIPS - DESIGN ENGINEER
EMERGENCY LIGHTING r-5---SPARE -- 6 DRAWN BY: EID
8 DATE: AUG 05 ROBERT K. PHILLIPS, PE
175W MH WALL
PACK (TYP.) —9 10 CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO.
11 12 DAT AUG 05 PE 48696
........------ ..........
V)
z
0
V)
w
Ld
m
M
DOOR SCHEDULE 0
MATERIAL DETXLS REMARKS
uj
MARK TYPE SIZE FRAME DOOR 3
I A 1 ,Vx14' ROLL UP DR. I'vITIL MTL
2 B 3'-C)"x7'-O"xl 3Z4" AL -.--LL/GL PROVIDE PAMC HARDWARE
IV)
LO
0
U)
00
2 0'-9' ti ui 4 Ili
ALL HARDWARE SHALL BE INSTALLED IN ACCORDANCE WITH
STATE OF FLORIDA ACCESSIBILITY CODE FOR BUILDING.
A
C 1 0
>
Lj ELEC. PANEL
TYP.
Lj
NOTE: TOILET WALLS HAVE 7/16" OSB. z
iIIiiiiIIIImI
H OVV H
>0
0i
FIL--
T-4
L11
J
UA
g2
BUILDING No.2 LAYOUT
SCALE: 1 /8"=I C U)
0
DATE;
AUGUST 2005
SCALE:
AS NOTED
PROJECT No.
1100-015
NUMBER SHEETS
PREPARED BY: 12
Robert K. PhiHips, PE PAGE NUMBER
1535 Park Terrace East
Atlantic Beach, Florida 32233
(904) 219-8385
DESIGNER; RK PHILLIPS DESIGN ENGINEER
DRAWN BY: BID ROBERT K. PHILLIPS, PE
DATE: AUG 05
CHECKED BY: RK PHII-ILIPS FLORIDA REG15TRATION NO.
DATE-. AUG 05 PE 48896
-oh
1(&5r
---------- ------................... .
PLUMBING FIXTURES
PX7URE MFO C AT. NO. REMARKS
WATER CLOSET HC ELJER 091 -0220 SEAT 124-2100
LAVATORY ELJER, 051 -0124 BRASS:358-1 000 V)
z
ELECTRIC WATER COOLER Hc HAWS HACF/HACSS STANDARD 0
FA
PLUMBING ACCESSORIES--
ITE MFG A�0
z
HC GRAB BAR BOBRICK B5637X36/B'_:-1637X42 CIO
TOIL PAPER HOLDER E30BRICK E3685 :2
Lj 0
Lj
t_j 0
27 /4!
C(D L0
uj
V)
0/go
30
�6 ui
TO SANITARY
C 0) SERVICE CLEAN OUT 2$1
BUILDING No.2 PLUMBING LAYOUT TO BE INSTALLED
4"
L j- 1z6
CLEAN OUT
FIXTURES AND ACCESSORIES SHALL
NOTE: PLUMBINC
BE FURNISHED AND �NSTALLED �N COMPLIANCE WITH
CLEAN OUT TO BE INSTALLED FLORIDA ACCESSIBILITY CODE FOR BUILDINGS.
AT PROPERTY LINE AND MUST BE
COVERED WITH RT-1 CONCRETE BOX
WITH METAL LID, SET TO GRADE AND
VISIBLE Bul DING ' No.2 PLUMBING LAYOUT
SCALE: 1 /8"=V-0" z
mj
Q
va
7'1 SOCKET METER 200A METER MAIN
120/208 30 200A 1 Q =J
HOUSE PNL T/C "'�,,' 120 206V w
MAIN LU r4wo
UMD
Li
Li 0
t_j
_ ( 1 ) 4" PVC
4 250 MCM AL
GFI (TYP)\
BUILDING Nc) . 2
METER BANK DETAIL
DATE;
AUGUST 2005
SS 10JI-- co SCALE;
AS NOTED
- 7 PROJECT No.
10100-05
HP-1 HUMBER SHEETS
PREPARED BY. 12
HOUSE PANEL 100AMP Robert IL Phiflips, PE
LIGHT SURFACE MOUNTED I PHASE 1535 Park Terrace Cost PAGE NUMBER
BUILDING No.2 ELECTRICAL LAYOUT LIGHT W/ EXHAUST CIR ITEM QRK BRK ITEM CIR Atlantic Beach, Florida 32233
1 WALL PACK 30 1__�_O ' WALL PACK — 2 (904) 219-8385
SCALE: 1 /8"=V-0" EXIST LIGHT IRRIGATION 0 _WP RECrP777eSi�7 4
EMERGENCY LIGHTNO SPARE SPARE 6 DESIGNER� RK PHILLIPS DESIGN ENGINEER
DRAWNBY: RD ROBERT K. PHILLIPS, PE
175W MH WALL 7 DATE- AUG 05
PAC K (TYP.) 9 1 10 CHECKED BY� RK PHILLIPS— FLORIDA REGISTRATION NO. 12
r 12 1 DATE- AUG 05 PE 4BB96
311)