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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 C) z m 0 14-'x14" OH DR- 0 CL -j 0 V) 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 3" F,G, INSULATION 3" F.G. INSULAIION 12 STID ROOF PANEL STD ROOF PANEL ROOF PURLIN ROOF PURLIN 3" F-G. INSULATION 3" F.G. INSULATION STD END CAP COF PURLIN ROOF PURLIN GUTTER &I DOWN SPOUTS R-19 F.G. INSULATION V) FIRE CAULK LLJ :<__ 3" FG MSC25 STL_ FURRING 9 16" O,C. RIGID FRAME BEYOND INSULATiON fTAIL 2,1 GA4' RIGID FRAME BEYOND R-11 FG INSULATION RSIDEWALL GIRT SIDEWALL GIRT < < 6'* METAL STUDS 24GA @ 24" OC 0 12' DR. HT.__ m uj F_ RIGID FRAME BEYOND STANDARD SIDE WALL S7ANDARD SIDE WALL 1-HR RATED PARTITION ROLL-UP DOOR UL DES�GN U419 5/8 FIRECODE SHLEIROCK EACH SIDE z < 3 FG 3 FG INSULATION INSULATION > 6" CONCL SL.-'\2 W/ 3" TRACK < 6"X6"X10X10 WLML <1 VINYL BASE FINISH FL. SLAB FINISH FL. SLAB FLASHING C,ONC. SLAB W1 FLASHING 6 CONC, SLAB W1 FINISH FL. SLAB 6 XC)'X10)<10 WLML 6"xG"x1Ox10 W.M. —6" CONC. SLAB W1 A 6"X6"XIOX10 W.ML 41 L 4 GRADE GRADE —/ S CTION ( D NT" 20" VAPOR BARRIER VAPOR BARRIER A4) z GRADE 'd nj --COMPACT FILL ' ---COMPACT FILL 20" VAPOR BARRIER r r—z7---.—C,,,ACT FILL Ck I= .=L1 vr T FOOTING F1 FOOTING F1 FOOTING F1 4 SECTION rA_'� SECTION ( B SECTION ( C'� NTS � A4 ) NTS A4) NTS � AO mi 11010 3x3x3/16 3/W ROOF In PURLINS u 2,1 V V V V V y yn 7 T 06 \L—V PURL] < La FIRE —/ -,r VA, I-HR RATED PARTITION 2%4" WOOL) STUDS CAULK 0 UL DESIGN U419 016" OC U 5/8" FIRECODE 1-HR RATED PARTITION SHEETROCK EACH SIDE I — MSC25 STL. 0 1 X4 TRIM— 7/16 OSB UL DESIGN U41 9 PLYWOOD SHTG. -9/3" FIRE-CODE FURRING 016" OC SHEETROCK EACH SIDE RIGID FRAME 5/8 FIRECODE SHEETROCK m VN 177 M OSB PLYWOOD SHTG, 2-2X4 PLATE 2"x4" WOOD STUDS 916" OC 1/2" SHEETROCK D ETAI L (2 . 1� DATE: 6" MTL STUDS 24" OC INTS ��A 4� AUGUST 2005 A 2X4 WOOD STUDS 2X4 WOOD STUDS 416" OC 416" Oc 1/2" DRYWALL SCALE; VINYL BASE---------- D ETAI L ri . 10 NTS � A4) PROJECT No. A 4d 4 4 �4 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 ------ ------ -------- ------- - ,+X" V""' fT . . ... . . . . . . . . . . ...... . . . . . . im BLDG. Nol REAR SIDE ELEVATION BLDG. Nol RIGHT SIDE ELEVATIONI, SCALE: 1 /811=1 1-011 SCALE: 1/8"=1 '-0'1 >0 0 ZSH HWH DRY [��]] 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)