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920 MAYPORT RD - REVISION DRAWINGS 2 4 5 410; 4 3 2 1 JASON CANNING 0 9 8 7 6 5 ARCHITECTURE PLANNING INTERIORS "'D _011 191 10 —of 192-011 _011 1 —0 181-010 27'-0" 27P-Opt 1 201 0" 210-011 20' 1713 Furman Road 173'-0" Jacksonville, Florida 32217 0 �'7 (EDGE OF SLAB) 904.755.5589 910-010 82 - F: 904.406.7227 UA/1 (EDGE OF SLAB) (EDGE J1, SLAB) jason@canningarch.com E r2 i5u" 10'-0" 15'-4" 15'-4 1/230 A3.2 1 7' 1 0 &D/L. ----,a,,--_..' HVAC UNITS IDS <\ps DS D 07) D CONIC PAD FOR PROJECT ARCHITECT A — — — — — — — — — — — — — — — — — — — — - -L EYE E OR SS Tit WASH C ESSOR r' f c 89 af G U LO G -4" '1 31-4"1 1 .. :� . I;i'�e-,r I K 4 t . I A 10' 0 4,—o L CD C) _j ELECTRICA 0 SCO CT D I NNE F101 - �1�1 (0 10 ELECT ICAL 1 1 1 i D HB rD DISCONNECT-� _00 c 3 ��Q I -_I - 4 01 1 _00 . a c,4 F1 021 S WATER HENTER :SERVICL- ' �R I DS S DS NK U0 J C 4 OFFIC OFFICE 8'X8' DOOR P;11 + N C-4 ABOVE SEE ISI M �/Z L__j DIET A A 1 LO A'A : I DSM ELEC. _j 00 V) 1-1 PANEL =10, LO LO LL 0 B.1 104 LLJ 0 CD CD -Lo 0 04 M J/ bj FLORIDA LICENSE NO.AR95310 ------------ 13.5 1 EWC EWC: c j� > (B. I - 201-010 4)'-0 n (FACE OF GIRT) /0� 1 . 4'-51$ 5'-4 c U CD Ili �2 2 1011/1 00 Ll FT WAREHOUSE/ 100B A�Al I STORAGE 10 0 1 4X4 CONIC CURB El 8'X10' ROLL-UP r-1-0 07 SEE DETAIL 4/A3.2 ------------- I ZI,: DOOR ABOVE------"" SHOWRO M M 4 ell E SHOWROOM V) A5.1 ENTRANCE r10 L� I /C_" i 0 -0 ---- -11 ---- -- 1 OA Ld E UP, U-1 L"', FLOOR ABOVE D tK 3� I -T-4: E - r4 mit : K 4� .0& PROJECT TEAM 1��2 : 1 1 STAI R wi Iffl, (�� I c 1- . 1 T �H i E M 0 FA I D 75— ----------------------- -- ----- ---- ----- Co DS --- --- + D� C) I G -STEEL COL. I Lj_ 10 7 H13 (�v i 0 DSM 6'-4' —nD 3 -OUTLINE OF 6 A3 2 SOFFIT ABOVE -4X4 CONC CURB Sim. SEE DETAIL 4/A3.2 114'-0" 20'-091 39'-70" "I'D R C) '5 0 ARCHITECT 04 JASON T. CANNING 904.755.5589 0 M c) V) LEGEND 1 _04 0 12'-0" 20'-0" 5'-8" '1,231 HB 0 r------------------------T------------- -------Tr #* 4"x4" CONIC CURB (TYP.) LANDSCAPE ARCHITECT WHERE SIDING MEETS SIDEWALK 's F±�'-I JANET WHITMILL 0 SEE PLAN FOR EXTENT JANET 0.WHITMILL, R.L.A., INC. ON ok RAMP F 1-HR RATED WALL 904.398.7688 0 IRST FLOOR PLAN a Of 0 -T CD 2-HR RATED WALL 0 j EE):"1 0 V-101" -Lr) 0 b SCALE: 1/8 H13 0 LLJ J H13 1" 1 0 4— HOSE BIBB L<L- 0 sp# 111001 ct DATE ISSUE I io 0 _41--// I DSM OMNI,%11,1111 1 IN DA ........... B B BOL1LARDS SEEN- 10'X14' DOOR 10 SIGNED 28 AUG 2014 REVIEW lot c APR 2015 PERMIT ------------------ M DETAIL 3/A4.1 39f-099 (EDGE OF SLAB) A4.1 7_7 17 JUN 2015 REV-1 ROOF DECK 1117 JUL 2015 REV-2 4 379-Ovp FIRE SAFE SEALANT ROOF DECK ROOF DECK 6" MTL STUD, 12 AUG 20115 REV-3 0 M IN.25GA @ 24"OC FIRE SAFE SEALANT FIRE SAFE SEALANT 00/11 /�5 6" MTL STUD 6"MTL STUD 2 AUG 2015 REV-4 73 N.2) 2-LAYERS 5/8"TYPE"I MIN. 25 GA @ 16"O.C. MIN. 25 GA @ 16"O.C. ROO=DECK YP BID EACH SIDE 1 LAYER 5/8"TYPE`X` 2 LAYERS 5/8"TYPE"X" FIRE SAFE SEALANT GYP BID GYP BD STEEL JOIST 3 5/8" MTL STUD, 1"LINER PANEL 1"LINER PANEL STEEL GIRT _4 MIN.20GA @ 16"OC FLOOR DECK FLOOR DECK 04 2-LAYERS 5/8"TYPE"X" C14 W z BRACE TO STRUCTURE BRACE TO STRUCTURE GYP BD EACH SIDE FIRE SAFE SEALANT CN LJJ W AS REQUIRED AS REQUIRED FIRE SAFE SEALANT FLOOR DECK 0 cf) UL#X536 WRAP AS LL < _j 8"BATT. INSU ,TYP. 8"BATT. INSUL,TYP. FLOOR DECK UL#X536 WRAP AS MTL STUD RUNNER (D LU U) 0 0 REQUIRED REQUIRED W W FIRE SAFE SE LANT ATTACH TO DECK > i� 0 Z FLOOR DECK LU 0 w 3: FIRE SAFE SEALANT CEILING WHERE OCCURS CEILING WHERE OCCURS Z) — LU \_ CEILING WHERE OCCURS w 0 LU L) > SUSPENDED ACT CEILING WHERE OCCURS SEE REFLECTED CLG PLANS SEE REFLECTED CLG PLANS L..' X 0 _j 0- (/) EW ACT CEILING TILE SEE REFLECTED CLG PLANS SEE REFLECTED CLG PLANS F_ /3/1D 1 LAYER 5/8"TYPE"X" 2 LAYERS 5/8"TYPE"I < U) < U_ I LAYER 5/8"GB EACH SIDE 1 LAYER 5/8" MOISTURE D w STEEL JOIST GYP BD GYP BD W W M M 2 _j Ir- 0 RESISTANT GYP BID 2-LAYERS 5/8"TYPE"1 1"LINER PANEL 1 LAYER 5/8"TYPEX w 0) () , EACH SIDE GYP BID EACH SIDE 1"LINER PANEL W _j 2-LAYERS 5/8"TYPE'X' GYP BD,& c) 0 0 Z GYP BID EACH SIDE w 155 3 5/8"MTL STUD, MIN.25GA @ 24"OC 6"MTL STUD, MIN. 6"MTL STUD, z < 6"MTL STUD 6"CT STUDS 1 5/8"MTL i LL 25GA @ 24"OC M IN.20GA @ 16"OC 0 3 5/81' MTL STUD, MIN.25 GA @ 24"O.C. M I N. 20 GA MIN. 25GA 2 < A 3 1/2"ACOUSTIC 3 1/2"ACOUSTIC 0 A BATT INSUL. "_��BATT INSUL. MIN. 25GA @ 16"OC BATT INSUL. (OPTIONAL) BATT INSUL. (OPTIONAL) BATT INSUL.(OPTIONAL) x (OPTIONAL) (OPTIONAL) BAT-r INSUL. (OPTIONAL) BATTINSUL. U_ U_ ATTACH TO FLOOR WITH ATTACH TO FLOOR WITH ATTACH TO FLOOR wrrH ATTACH TO FLOOR WITH ATTACH TO FLOOR WITH ATTACH TO FLOOR WITH ATTACH TO FLOOR WITH FASTENERS @ 16"OC cn FASTENERS @ 16"OC FASTENERS @ 16"OC FASTENERS @ 16"OC FASTENERS @ 16"OC FASTENERS @ 16"OC FASTENERS @ 16"OC PROJECT NO: 1324 CONIC SLAB FINISH AS CONIC SLAB FINISH AS CONC SLAB FINISH AS 00 CONIC SLAB FINISH AS CONIC SLAB FINISH AS 0 CONIC SLAB FINISH AS CONIC SLAB FINISH AS DRAWN BY: LCM SCHEDULED SCHEDULED 11LA I SCH=_DULED III All SCHEDULED 0 1 SCHEDULED SCHEDULED SCHEDULED CHECKED BY: JTC SHEET NO: NON-RATED, NONLOAD BEARING STUD WALL NON-RATED, NON LOAD BEARING STUD WALL RATED, NON LOAD BEARING STUD WALL-1 HR RATED, NON LOAD BEARING STUD WALL 2 HR RATED, NON LOAD BEARING SHAFT WALL-1 HR RATED, NON LOAD BEARING SHAFT WALL-2 HR NON LOAD BEARING WALL E UL#U419 WITH COLUMN WRAP UL#X536 UL#U 419 WITH COLUMN WRAP UL#X536 UL#U419 WITH COLUMN WRAP UL#X536 UL#417 WITH COLUMN WRAP UL#X536 13 T �P�E PAR PE <g> PAR TION TYPE < >�PA�R �P�E < PAR PE PARTITION YPE < >�PAR �P�E (w, >�PAR SC SC 0 1-011 SC SC T'� F SCALE: 3/4" V-131" SC Al. 1 sc� ALE. 3�/! -�1T- A L E�3/1'?- 1 T- ALET3/411 ALE. 3�/�4"?- 1�T- ALE: 3/4 ?- 1 T- ALE. 3�11 -�1T- QSHEET 0 —7 2 4 5 5 2 4 q,") 4 3 2 JASON CANNING 0 9 ARCHITECTURE PLANNING INTERIORS 1713 Furman Road jjijjj1111---�� Jacksonville, Florida 32217 T: 904.755.5589 F: 904.406.7227 ch - — - — - — - -- - — - 9; 011 A jasongcanningarch.com — — — — — — — — — — — — 4 10 0 I I F-1 0 3 I IF101] PROJECT ARCHITECT Fl-027 D I _PIFIIE JASON T. CANNING C- B T OFFICE Li U 4-j -011 0 GYP.BD. CEILING, A IL SEE DETAIL 2/A1.3 46-- Ll FT 6 -U F1 05 L11 WAREHOUSE/i n c FLORIDA LICENSE NO. AR95310 STORAGE I I Ul I 1 1 1 lu � El ExiPO4D STUCCO SOFFIT > EO:WR 0 M I EH (D" 0 METAL CEILING -46-J I Lj I IT15, D I-T7 D E 983 SF AT ACT CEILING L.". A1.3 0 LIGHI RXIURES MOUNTED F- -1 14-11, AS HIGH AS POSSIBLE PROJECT TEAM CIM" BETWEEN FLOOR JOISTS c E ELECTRICAL SYMBOLS LEGEND COD FIRST FLOOR 2X4 CEILING TILE REFLECTED CEILING PLAN CID, �-3 SCALE: 1/8" 1'-0" 2X4 LIGHT FIXTURE a ARCHITECT 8' FLUORESCENT LIGHT FIXTURE JASON T. CANNING 904.755.5589 0 SUPPLY DIFFUSER 0 -0 RETURN AIR GRILL 0 LANDSCAPE ARCHITECT EXIT SIGN JANET WHITMILL JANET 0.WHITMILL, R.L.A., INC. 0 0 RECESSED DOWN LIGHT 904.398.7688 "101 .-o 0 JUNCTION BOX 4-1 0 THERMOSTAT Poo. OUTLET DATE ISSUE I 01V -1v- 4 BP-# 28 AUG 2014 REVIEW SWITCH DATE 15 APR 2015 PERMIT SIGNED 17 JUN 2015 REV-1 LL-1, EXIT/EMERGENCY COMBO 7 17 JUL 2015 REV-2 C"" FIRESAFE FILL VOIDS 3-5/8" MTL STUDS WITH 12 AUG 2015 REV-3 5/8"GYP BID EXTERIOR FLOOD LIGHT M cl-j — /f� k -4 3-5/8" MTL STUDS WITH Q12 AUG 2015 , REV H SIDE 0 5/8"GYP B9 EAG CD EXHAUST FAN METAL SOFFIT PANELS OVER VAPOR R-13 INSULATION 3-5/8" MTL STUD SOFFIT 3-5/8" MTL STUD SOFFIT BARRIER OVER 7/16" SHEATHING 0 41 ITH 5/8"GYP BID WITH 5/8"GYP BD z 4----� SUSPENDE METAL TRIM METAL TRIM CEILING PLAN NOTES 611) ACT AND SEALANT AND SEALANT Uj A-10 SL SPENDED 6'-0" -j 'c"14 ACT A. IF A DISCREPANCY OCCURS BETWEEN FIXTURES AND C 6 -0" LOCATIONS ON ARCHITECTS DWGS, THE GC SHALL NOTIFY 0 cy) ARCHITECT FOR CLARIFICATION. LL 3Z F- < CDP Q LU U) z —c--' B. ALIGN ALL THERMOSTATS VERTICALLY ABOVE LIGHT SWITCHES z > LU 0 A-4 CD (D 5'-4" AFF. COORDINATE WITH MECH CONTRACTOR. IF 0 0 I F- L-Lj Uj 0) THERMOSTAT OCCURS WHERE NO LIGHT SWITCHES OCCUR, LLI LU - c-Ij LL COORDINATE LOCATION WITH ARCHITECT. co T- CD CD —j F-- W C) I C. WHEN MORE THAN ONE LIGHT SWITCH OCCURS IN ONE < () U) < LO w U) Uj CD LOCATION, GANG SWITCHES TOGETHER WITH A COMMON SWITCH F- w 00 CD CD 1 — Uj COVER PLATE. -J (-) 0-) -0-) LU > LL Lij 00 D. THE GENERAL AND ELECTRICAL CONTRACTORS SHALL CHECK W 0 Z ALL CEILING HEIGHTS AND CEILING PLENUM CONDITIONS FOR Z < —j CLEARANCE OF DUCT WORK, LIGHTING, AND OTHER LL OBSTRUCTIONS TO INSURE THE FINISHED CEILING HEIGHT SHOWN Uj ,Cl'l ON ARCHITECTS DRAWINGS. ANY DISCREPANCY SHALL BE It x BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO GYP BD JAIAB COMMENCEMENT OF WORK. BEYOND-- -0. E. LIGHT SWITCHES TO BE 48" AFF TO CENTER LINE AND �-4 Y 'XCT MQ NO: 1324 LOCATED A MAXIMUM OF 6" FROM KNOB SIDE OF DOOR FRAME J OR A MAXIMUM OF 6" FROM OPEN EDGE OF DOOR JON. LCM F. MECHANICAL AND ELECTRICAL DESIGN AND CONSTRUCTION TO w JTC -77 '7 7 -------- -------- ------------------ -------------------------- BE PERFORMED BY A LICENSED ELEC AND HVAC CONTRACTOR. -------------- x X\�' 'E /�X /I X, G. GC TO VERIFY ELECTRICAL REQUIREMENTS WITH OWNER. 2 SOFFIT SECTION V-4 N 4" SOFFIT SECTIO 03 �-3 SCALE: 1/2" T-O" SCALE: 1/2" 1'-0" 0 1P S"H 2 5 5 c N 01' CEO U01 c JASON CANNING 0 ARCHITECTURE PLANNING INTERIORS (2)LAYERS OF 3/4" 1713 Furman Road PLYWOOD INSTALLED AT 4 3 acksonville, Florida 32217 0 RIGHT ANGLES TO JOISTS IF T: 904.755.5589 F 5 F: 904.406.7227 -1 F jasongcanningarch.com 7'-0 1/2" JOISTS @ 16"O.C. SEE 3 -2" 10 TREADS 9'-2" METAL BUILDING SHOP AX DRAWINGS 3.5"GUARD RAIL POST V-10 1/4" 1 -0" I D PROJECT ARCHITECT 2X12 STRINGERS JASON T. CANNING 'E -J L I L WOOD STAIR TREAD Ir WOOD RISER ------- -7--------7-- FLOOR DETAIL 4 1 41 1 If 11-011 STAIR DETAIL DN N 2X6 FLOOR JOISTS 4-� AT 16"O.C. D v 0 FLORIDA LICENSE NO.AFZ95310 -I Ub IX0 1:1 0 Ip D ON000 000 00 100-1 I I I El STAI R C4 4 > r3 0 CONNECT BEAM TO EXISTING STEEL 0 4-1 DIN WEBBING WITH SIMPSON HU28-2. ALL 1001, 0 STEEL COLUMN HOLES IN WEBBING FILLED WITH#12 6'-4 3/4" 0 1 I SELF DRI LLI ING TEK SCREW AND ALL HOLE IN BEAM FILLED WITH 10d NAILS INSIDE FACE — OF GIRT - -- ------------------------- - -------------------------------- Elj� M E 0 0 PROJECT TEAM �tz STAIR : SECOND FLOOR 0 �A5.1) SCALE: 1/2" V-0-- c UN sp# DATE ARCHITECT 4 SIGNCD 3 JASON T. CANNING 904.755.5589 4- 6'-1 1/4" Z 3 -2" `(D 0 1'-10 1/4" LANDSCAPE ARCHITECT cl JANET WHITMILL JANET 0.WHITMILL, R.L.A., INC. 904.398.7688 imImimimim,minininim 11 IIMIIMII I WL 0 Mn --------------- t 0 2X6 FLOOR OIST [Z", (2)LAYERS OF 3/4" AT 16"O.C. 7), PLYWOOD,TY1 DATE ISSUE U :t-z-, ,df\ 2ND FLOOR rj B B —-—-—- 28 AUG 2014 REVIEW i-w c: 1155 APR 2015 P E R M 11"IF 17 JUN 2015 REV-1 17 J UIL 2 0 1:5, REV-2 2X8 LEDGER (2)2X8 BEAM cl, HANDRAIL AT 12 AUG 2015 REV-3 - — - — - — - — - — - — - - (2) 1/2"X 6"BOLTS WALL BEYOND �A5.1 Q12 AUG 2015 REY-4 NUTS AND WASHERS,TYP. 70 STEEL COLUMN Q0 ,K1,- STEEL BEAM ABOVE 45--J INSIDE FACE 0 OF GIRT C) F-1 U) W co 4�1 (2)2X8 BEAM 1.25"O.D. MIN.TO 2" CN Jc— O.D. MAX. HANDRAIL —j C14 2X8 LEDGER — -c,1 011 04 CD 0 cy) LL < LANDING wo U) Uj CN 11 011 1'-10 1/4" w LU 10 TREADS 9'-2" F- Lu LL SIMPSON LU28 S-5 1/2" 2'-7 5/8" Uj z L>f JOIST HANGAR,TY . C) C) U) U) F LIJ LU- LU Co z 00 -j LU 0) o F- U) Ln 5/8"GYP.BD. 5/8"GYP.BID. W 0 Z c,111) 0 LU (D STAIR : FIRST FLOOR 0 2X4 STUDS AT 2X4 STUDS AT-----, — 16"O.C. 1 I-Off 75 U) 16" O.0 0 �A5.1 SCALE: 1/2" x z PT 2X4 BASE,TYP. PT 2X4 BASE,TY P. ST FLOOR 'lop EL: 12'-0" W PROJECT NO: 1324 ho -DRAWN BY: LCM V UM 0 ECKED BY: JTC %d V-1 1 1/4" 1 ET NO: `E STAIR SECTION 3 A5.1) SCALE: 1/2" V-0-- HEET 0 2 4 4 5 2 (LD 0 JASON CANNING ARCHITECTURE PLANNING INTERIORS 1713 Furman Road Jacksonville, Florida 32217 0 it T: 904.755.5589 F: 904.406.7227 9 8 7 6 5 4 3 2 jason@canningarch.corn E 4 D D PROJECT ARCHITECT M" TOILET EXHAUST FAN TO C�" "E EXTERIOR WITH WEATHE ED JASON T. CANNING //",-HOOD, 50 CFM MIN. - - - - - -- - -- - - - - - ----I MiTt I - - - - - - - - - - - - - - - - - - - - - - - - - - - F 'Ne- L-T I I - I I I�I I OFFICE OFFICE L T. f7l 0 B —T� — - — - — - — - — — - — - FLORIDA LICENSE NO.AR95310 --j E C > MECHANICAL SYMBOLS LEGEN - - - - - - - - - -t - - 1 0 I SUPPLY DIFFUSER Ll FT n 310 r WAREHOUSE/, I STORAGE RETURN AIR GRILL 1 0 SHOWROOM EXHAUST FAN SUPPLY DIFFUSER E DUCT BOARD MIXING BOX R PROJECT TEAM C E qp CD)- - - - - - - - - - - t- - - - - - 0 NJ 0 ARCHITECT JASON T. CANNING 904.755.5589 0 FIRST FLOOR MECHANICAL 0 SCALE: 1/8" V-101" 0 LANDSCAPE ARCHITECT JANET WHITMILL JANET 0.WHITMILL, R.L.A., INC. 7 0 - -o 6 5 44 3 2 1 DATE ISSUE 0 0 - — - - - — - — - B UG 2014 R E V I W B "28 A, 0 1-' 015 PERMIT '15 APR 2 0 0 0 17 JUN 2015 R 17JU'L 2015 REV-2 12 AUG 2015 REV-3 2 �,12 AUG 2015 REV-4 7 D , S 0 4-4 W 0 C\l 0 U) 04 C14 Z 0 LL LL F- < STORAGE FUTURE OFFICE I w U) 0 C) —j w 9 > CIII Z 0- 0 -j 0 —j Uj U- L) < w -rr 120 LU < 0 < C0 z w w C) —J 1-- LU 0') C) z 3: o C) Ll 0 Z < Z LU 00 0 < ct 16"1" A D A 2 LIL x >1 REVISION JC M Bp# Q11 D PROJ,,�CT NO: 1324 Ll- ATE W I N DRA Y: SECOND FLOOR MECHANICAL SIGNE-D LCM CIHECf�'KID BY: JTC 03) SCALE: 1/8" V-0" SHE& NO: 'E M 1 00 10 ,,lET 0 2 4 5