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343 Gordon St - BC04-001072 (NEW INDUSTRIAL) (A)PERMIT ADDRESS ft5Lj CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER I A t t/L FEE [limit] SUBDIVISION PERMIT # 0002. DATE 101 PERMIT DESCRIPTIONj(04!q , uArt` j PERMIT VALUATION 5666 SQUAREFOOTAGE 34000 r CORD ON x511 TREE T (50' R/W) NOTE; ALL STRIPING SHALL BE THERM❑—PLASTIC PAINT. 12" WHITE CROSS—WALK @ 3' O. C. .,. . PROVIDE 3 DROP I SURVEY REF, POINT CURB TRANSITION N 9.46 s, 5' CONCRETE N 9.27 FOR SIDEWALK I... E 713.99 SIDEWALK CONNECTION TYP E 596.46 .ael. is l„a? Sid :.. f,:f < f : s r r f c 10' LANDSCAPE BUFFER �• 1 ' ................................. ....:::::::::::..,, :. .. ... j)A' a d :,rs„s.. ::: , ...4. ,3 ' .hT;, •.3 13 `G �. f;7 4. • , a .f 4 _..... �.' ... • 'N......... ........ ..f ' .. ..,,,„,,,.,P..... Q i,..:,.. .. ...... :f r , "f ''''' SURVEY REF. POINT N Ld ; '.' I :., 45.54 24” WHITE STOP BAR E 7114.00 4; AND R1-1 30 inch "STOP” SIGN +a, (HIGH INTENSITY, 7' ABOVE GRADE) 15' --4. BLD 60' �r' ' ''° '' 60' LDG 2'X4' MONUMENT SIGN SETB CK v• " ' ' . o SE BACK (SEPARATE BUILDING 41 A PERMIT IS REQUIRED). ♦'a.. ; q, . ' A. �4° :�- 3 300 SF 7",..4r ,' /1 j . '.•4. r.'d .tl L'©NC ,��L ' r. 4' •4, •a L0 I 10 LANDSCAPE I ;:, BUFFER I .. :°' a, : '' 10' LANDSCAPE I : M C', 4, BUFFER i . r.. Q 5 400 SF :P'' 4, e.• �'• I • a d 4. • 4' r4 1 f V CANT q 60' a VACAN T ^ I • :d: (EA T HALF) I� : ,:'a" : ' '4. e ' 3 600 SF I .. 4".) W ° ' ..5' t, 4 LD r?,, •, , : d . d7 Q cD if) 6'. • La * d: + • ' 4 � a ` y r � 1". . �1 , 1' 4' ',q -TYL • ' 4 /..• d' ° . •.' 4 d O E �..� ' 10: 44 4 C\ 4,r`.. -CONCRETE`.• - 60' a .a'. , • ' a.. PAVE -4- b 4 :4 °. 3, 3oO SF I .,` ' ,1�2' ' p , 2'' ti ° y ' 4 ,; I .Yp I • ,� 'q r4•, • 5 •• •,d r °• f i7af T•„. ,d,a&75 .. S ,. 3i, Ji.,, I •.d ' i �' ' r •4a .d � • fI{ I , }i. .. ... .... .. ............ ...., _ .....,.. f S7 fSt” ., .... ..............�.. ....� "? f > ' N w (1) S 89°54'29' 235.00' 20'x12' DUMPSTER 10' LANDSCAPE SEE DETAIL SHEET 7 BUFFER EXISTING RETENTION POND E 596.883 SITE DATA: ZONING: INDUSTRIAL (RI -1) BUILDING SETBACK: FRONT — 25 FEET SIDE — 15 FEET R AR — 20 FEET LANDSCAPE BUFFER: FRONT — 10 FEET SIME — 10 FEET ROAR — 10 FEET OR PROJECT UPDATE: 12/11/03 PARCEL AREA: 1.267 AC _I r EXISTING: NOTES, PERVIOUS — 1.267 AC (100.007.) OPEN SPACE PROPOSED: 2, BUILDINGS* — 0.482 AC (38.04%) w IMPERVIOUS* — 0.362 AC (28.57%) w PERVIOUS — ' 0.423 AC (33.39%) OPEN SPACE 1.267 AC (100.00%) woo00 _ *TOTAL IMPERVIOUS PROVIDED — 0.844 AC (66.C31%) TOTAL IMPERVIOUS ALLOWED — 0.887 AC (70.00%) PARKING REQUIREMENTS: OFFICE — 2,100 SF x 1/200 SF = 11 SPACES WAREHOUSE — 2 + [(18,900 SF — 4000 SF) x 1/1000 SF] = 2 + 15 = 17 SPACES TOTAL SPACES REQUIRED = 28 SPACES PARKING PROVIDED: 24 SPACES 0 10'x20' 2 SPACES 0 12'x20' (HANDICAP*) 26 SPACES TOTAL * THE PROPOSED SIDEWALKS PROVIDE FOR THE REQUIRED 5' HANDICAP ACCESSIBILITY. GRAPHIC SCALE 20 0 10 20 40 ( 1 INCH = 20 F'EET ) WALK WIDTH VARIES (SEE PLAN) WALK WIDTH VARIES (SEE PLAN) —{ 4" CONCRETE2" CLR. 2" CLR4" CONCRETE I #4 REBAR(CONTINUOUS) . S SLOPE PER PLAN LOPE PER PLAN e ASPH. PVM'T. tO , 6" COMPACTED SUBGRADE 95% AASHTO T-160 6 x 6 10/10 WWF CONCRETE WALK 61""r /2" EXPANSION INT MATERIAL EXPANSION JOINT SAWCUT DEPTH = d d" 2 Rl' 6" COMPACTED SUBGRADE %. r,i 95% AASHTO T-180 6" 6" 6X 6 10/10 WWF / THICKENED EDGE RAISED CONCRETE WALK WALK WIDTH VARIES (SEE PLAN) —{ 4" CONCRETE 2" CLR I #4 REBAR(CONTINUOUS) SLOPE PER PLAN •- ASPH. PVM'T. �-- 6" COMPACTED SUBGRADE^ _ / :F 95% AASHTO T-160 6" 6" 6 x 6 10/10 WWF THICKENED EDGE FLUSH CONCRETE WALK NOTES: 1. 4" THICK SIDEWALK W/LIGHT BROOM FINISH CONTRACTION JOINT & TROWELED EDGE. 2. ALL CONCRETE SIDEWALKS SHALL HAVE A FULL 1/2" EXPANSION JOINT AT A MAXIMUM DISTANCE OF 40 LINEAR FEET AND A SAW CUT OR FARMED DUMMY CONTRACTION JOINT AT EVENLY SPACED INTERVALS NOT TO EXCEED 8 LINEAR FEET. TYPICAL SIDEWALK DETAILS N.T.S. HANDICAP SYMBOL DETAIL N.T.S, 12' SOLID WHITE 4' BLUE STRIPE @ 45•, 30' ❑,G. 12' 12' 12' 20' 5,0' 90• 5.0' BLUE WHEEL STOP NOTE, HANDICAP SPACE IS TO BE OUTLINED IN A 4' BLUE PAINTED STRIPE, TYPICAL DISABLED PARKING SECTION N,T,S, WHITE THERMO—PLASTIC PAINT TYPICAL HANDICAP DETAILS N.T.S. 6" THICK CONCRETE SURFACE (3,000 PSI) .......:.:.......:.:.:.:.:...:.....:.........:...:.........:...:.:...........:.....:.....I 12" THICK SUB—BASE COMPACTED TO 95% DENSITY (AASHTO T-180) WITH 75 PSI FBV. CONCRETE PAVEMENT SECTION N.T.S. 1/2"' TYPE "S—III" ASPHALTIC SURFACE COURSE. ................... I ............ . _8" LIMEROCK BASE COMPACTED TO 95% OF THE ............. , THE MODIFIED PROCTOR (ASTM AASHTO T-180), MAXIMUM DENSITY. —10" THICK SUB—BASE COMPACTED TO 95% OF THE ;':':':':': ,......................' :: OF THE MODIFIED PROCTOR (ASTM AASHTO T-180), •'•'•'•'•'•'• • • • ' ' MAXIMUM DENSITY TOP 6" TO LBR 40 MINIMUM. ASPHALT PAVEMENT SECTION N.T.S. KENNETH H. EHLERS, FL PE #18243 NO. REVISION DATE 1 PER CITY OF SANFORD 12-10-03 2 3 4 5 6 Lrt,o r _I r NOTES, 1, ALL LETTERS ARE V SERIES 'C', PER MUTCD• 2, TOP PORTION ❑F SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE LO N w BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER, 18" w I `� PARKING BY 3, BOTTOM PORTION OF SIGN STALL HAVE A REFLECTORIZED (ENGINEERING GRADE) DISABLED woo00 _ WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER, PERMIT 4, ONE (1) SIGN IS REQUIRED FOR EACH PARKING SPACE. ONLY �00 5. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION CV u7 1 N 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), $250 FINE8' O CITY ORD. 3211 4' WHITE STRIPE 1T-4• BLUE STRIPE JC 4' WHITE STRIPE iTITl HANDICAP SYMBOL DETAIL N.T.S, 12' SOLID WHITE 4' BLUE STRIPE @ 45•, 30' ❑,G. 12' 12' 12' 20' 5,0' 90• 5.0' BLUE WHEEL STOP NOTE, HANDICAP SPACE IS TO BE OUTLINED IN A 4' BLUE PAINTED STRIPE, TYPICAL DISABLED PARKING SECTION N,T,S, WHITE THERMO—PLASTIC PAINT TYPICAL HANDICAP DETAILS N.T.S. 6" THICK CONCRETE SURFACE (3,000 PSI) .......:.:.......:.:.:.:.:...:.....:.........:...:.........:...:.:...........:.....:.....I 12" THICK SUB—BASE COMPACTED TO 95% DENSITY (AASHTO T-180) WITH 75 PSI FBV. CONCRETE PAVEMENT SECTION N.T.S. 1/2"' TYPE "S—III" ASPHALTIC SURFACE COURSE. ................... I ............ . _8" LIMEROCK BASE COMPACTED TO 95% OF THE ............. , THE MODIFIED PROCTOR (ASTM AASHTO T-180), MAXIMUM DENSITY. —10" THICK SUB—BASE COMPACTED TO 95% OF THE ;':':':':': ,......................' :: OF THE MODIFIED PROCTOR (ASTM AASHTO T-180), •'•'•'•'•'•'• • • • ' ' MAXIMUM DENSITY TOP 6" TO LBR 40 MINIMUM. ASPHALT PAVEMENT SECTION N.T.S. KENNETH H. EHLERS, FL PE #18243 NO. REVISION DATE 1 PER CITY OF SANFORD 12-10-03 2 3 4 5 6 Lrt,o r _I r w 0C) F-- w LO N w i w I `� 0 O LO woo00 _ I r� W00 _ a �00 CD Z n Li Z CV u7 1 N O LO JC I I Z J Inx 0 ::D O OVA DRAWING N0, 3 JOB NO. 02003 r _I r r 0C) F-- w i 0 DRAWING N0, 3 JOB NO. 02003 r _I r U z 0 cnw w w w r ry w z 0 0 w z O V) w z clw W O _ Q 0 z 0 0 w Z C7 V) C/1) CD Z C-) w 0 cl- LIj CD Z 0 L_ 0 w cn ZD w CLI Of O w CL 0 U 0 w c -D z U 0 w U 0 0 w Of w 0 z J w ¢ V) Z _Q U w U w CDZ CD vi Z ¢ 0 vi z W U LLj LI] _ z w 0 0 z ui w 0 z 0_ w cn w _ Z7 V) C, F- w Q_ 0 w _ O 0 ZCD cl 0 U Q z 0 M 0 U vi V) ckfw w w LO U w U z 0 U-) w w w w r z 0 0 ry DESIGN TEAM OWNER DELPHINI CONSTRUCTION COMPANY 845 Sunshine Lane Altamonte Springs, Florida 32714 Phone (407) 830-7447 Fax (407) 830-7429 ARCHITECT RODNEY JEFFERSON ARCHITECT 9055 Floribunda Drive Orlando, Florida 32818 Phone (407) 291-8406 Fax (407) 293-5015 Gordon Streit Warehouses ARCHITECTURAL SITE PLAN INDEX OF DRAWINGS ARCHITECTURAL NORTH ARROW SPACE IDENTIFICATION SYMBOLS LEGEND LIVING SPACE NAME ROOM 1234 SPACE NUMBER DETAIL r, DETAIL NUMBER REFERENCE A-0 SHEET NUMBER DETAIL NUMBER DETAIL 2*,! TAIL TITLE 2:1/4' = I'-0' On CADD FILE NAME ELEVATION HEIGHT HEIGHT IDENTIFICATION MVFINISH FLOORIDENTIFICATION MULTIPLE INTERIOR ELEVATION ORIENTATION -7Z 1 3 2 ELEVATION REFERENCE ELEVATION NUMBER PARTITION TYPE IDENTIFICATION EQUIPMENT IDENTIFICATION WINDOW IDENTIFICATION DOOR IDENTIFICATION SECTION ORIENTATION REVISION WALL SECTION 1 SECTION NUMBER - IDENTIFICATION REFERENCE A-0 DRAWING ON WHICH SECTION OCCURS SECTION ORIENTATION BUILDING SECTION 1V SECTION NUMBER I COLUMN REFERENCE A-0 DRAWING ON WHICH A-0 IDENTIFICATION SECTION OCCURS 01— PARTITION NUMBER TYPE 2 - - EQUIPMENT NUMBER (_14— WINDOW LETTER (�)__ DOOR NUMBER /4)r — REVISION NUMBER -.� COLUMN CENTERLINE 1 COLUMN NUMBER MATERIALS LEGEND IM_Ti. STUD FRAME WALL 1 -HOUR FIRE RATED WALL 2- HOUR FIRE RATED WALL FRAME WALL W/ INSULATION BRICK CONCRETE MA50NizY 5LOG< WALL POURED CONCRETE WALL SECTION CD DIMENSIONAL LUl" 5ER CUT LUMBER FLT -WOOD ELEVATION BATT INSULATION o RIGID FOAM / INSULATION CONCRETE EARTH FILL F] MASONRY UNI T Ca T'F5UM WALL BOARD FLOOR TRUSS MARBLE METAL INSULATION CRICID� GLA5S RE.Ell t Sanford it Pr( Date: 1 1 a I SCHEMATIC ARCHITECTURAL SITE PLAN SCALE: 1" = 30' 5W351TE PLANS REVIEWED CITY OF SA FORD LOCATION MAP (D WEST 5tH STREET CORDON STREET 51 ]TE 0 u, Q 4 L STANDARD ABBREVIATIONS A.B. ANCHOR BOLL GORDON ,S'TREE'T DETAIL H.B. HOSE BIB MTL. I, READ. REQUIRED VOL. VOLUME A/C A-1 COVER SHEET H.C. HOLLOW CORE (50' R/W) OVERALL REV. REVISION / REVERSE V.T.R. VENT THROUGH ROOF __................................... ACOUSTICAL DIM. ....,..,,,,.,,........,....,.....K.....,,,,,.,v::.::..,:.................................. HDWR A -2b FLOOR FL ROOF PLANS ELEV. / / RM. ROOM £ WIDTH / WIDE / WASHER ADJ. A-3 DOOR / WINDOW SCHEDULES BUILDINCx NO. 4 HOLLOW METAL O.D. UMIII r/GSi ROS A-4 BUILDING / WALL SECTIONS A.H.U. TYPE 'A' ,,:i r,, fir, .,. >' HORIZONTAL OPP. OPPOSITE S.C. SOLID CORE WD. WOOD ALUM. ALUMINIUM DN. DOWN HT. HEIGHT OPT. OPTIONAL SCHED. SHEDULE W.D.W. WINDOW ALT. ALTERNATE D.W. DISHWASHER HTC HEATING P. PANTRY SEC. SECTION W.H. WATER HEATER APPROX. APPROXIMATE DWG. vi// N 89 54'23 235.00'r: az Jq ..................... ....5 PULL CHAIN SH. MCIVIL W.I.C. c>RA4IIi�66 BRG. ...,. s �, EACH IN. INCHES PED. � ., .. -..... � ',,,,,,/,,r,,,,,, W.P. h BD. BOARD E.J. ,,, INSUL. �. PERP. PERPENDICULAR r DLJ -167Z 0 . .......... BLDG. ... ..... .. ELEV. ELEVATION BUILN DIG NO. 2 INTERIOR ,y . ..... S.G.D. SLIDING GLASS DOOR BLK. NOTES EQ. EQUAL JST. 5 5EE CIVIL DRAWINC35 BY KEN EHLERS PE PWD PLYWOOD SQ. TYPE '5' w .� B.M. FOR ALL 51TE WORK - THIS 15 FOR REFERENCE ONLY EST. ESTIMATE JT. JOINT NORTH ARROW SPACE IDENTIFICATION SYMBOLS LEGEND LIVING SPACE NAME ROOM 1234 SPACE NUMBER DETAIL r, DETAIL NUMBER REFERENCE A-0 SHEET NUMBER DETAIL NUMBER DETAIL 2*,! TAIL TITLE 2:1/4' = I'-0' On CADD FILE NAME ELEVATION HEIGHT HEIGHT IDENTIFICATION MVFINISH FLOORIDENTIFICATION MULTIPLE INTERIOR ELEVATION ORIENTATION -7Z 1 3 2 ELEVATION REFERENCE ELEVATION NUMBER PARTITION TYPE IDENTIFICATION EQUIPMENT IDENTIFICATION WINDOW IDENTIFICATION DOOR IDENTIFICATION SECTION ORIENTATION REVISION WALL SECTION 1 SECTION NUMBER - IDENTIFICATION REFERENCE A-0 DRAWING ON WHICH SECTION OCCURS SECTION ORIENTATION BUILDING SECTION 1V SECTION NUMBER I COLUMN REFERENCE A-0 DRAWING ON WHICH A-0 IDENTIFICATION SECTION OCCURS 01— PARTITION NUMBER TYPE 2 - - EQUIPMENT NUMBER (_14— WINDOW LETTER (�)__ DOOR NUMBER /4)r — REVISION NUMBER -.� COLUMN CENTERLINE 1 COLUMN NUMBER MATERIALS LEGEND IM_Ti. STUD FRAME WALL 1 -HOUR FIRE RATED WALL 2- HOUR FIRE RATED WALL FRAME WALL W/ INSULATION BRICK CONCRETE MA50NizY 5LOG< WALL POURED CONCRETE WALL SECTION CD DIMENSIONAL LUl" 5ER CUT LUMBER FLT -WOOD ELEVATION BATT INSULATION o RIGID FOAM / INSULATION CONCRETE EARTH FILL F] MASONRY UNI T Ca T'F5UM WALL BOARD FLOOR TRUSS MARBLE METAL INSULATION CRICID� GLA5S RE.Ell t Sanford it Pr( Date: 1 1 a I SCHEMATIC ARCHITECTURAL SITE PLAN SCALE: 1" = 30' 5W351TE PLANS REVIEWED CITY OF SA FORD LOCATION MAP (D WEST 5tH STREET CORDON STREET 51 ]TE 0 u, Q 4 L STANDARD ABBREVIATIONS A.B. ANCHOR BOLL DET. DETAIL H.B. HOSE BIB MTL. I, READ. REQUIRED VOL. VOLUME A/C AIR CONDITIONER DIAM. BUILDING NO. 1 H.C. HOLLOW CORE O.A. OVERALL REV. REVISION / REVERSE V.T.R. VENT THROUGH ROOF TYPE 'C' ACOUSTICAL DIM. DIMENSION HDWR HARDWARE O.C. ON CENTER RM. ROOM £ WIDTH / WIDE / WASHER ADJ. ADJACENT DISP. DISPOSAL BUILDINCx NO. 4 HOLLOW METAL O.D. OUTSIDE DIAMETER ROS ROUGH SAWN W.C. WATER CLOSET A.H.U. TYPE 'A' D. L. DEAD LOAD >' HORIZONTAL OPP. OPPOSITE S.C. SOLID CORE WD. WOOD ALUM. ALUMINIUM DN. DOWN HT. HEIGHT OPT. OPTIONAL SCHED. SHEDULE W.D.W. WINDOW ALT. ALTERNATE D.W. DISHWASHER HTC HEATING P. PANTRY SEC. SECTION W.H. WATER HEATER APPROX. APPROXIMATE DWG. DRAWING HTR. HTR P.C. PULL CHAIN SH. MCIVIL W.I.C. c>RA4IIi�66 BRG. ...,. EA. EACH IN. INCHES PED. � SHT. SHEET W.P. h BD. BOARD E.J. EXPANSION JOINT INSUL. INSULATION PERP. PERPENDICULAR r SIMILAR 0 U L BLDG. BUILDING ELEV. ELEVATION BUILN DIG NO. 2 INTERIOR ,y . PLATE S.G.D. SLIDING GLASS DOOR BLK. NOTES EQ. EQUAL JST. JOIST. PWD PLYWOOD SQ. TYPE '5' w .� B.M. BEAM EST. ESTIMATE JT. JOINT PROP PROPERTY S.S STAINLESS STEEL BTM. BOTTOM EXIST. 1. LEGAL DESCRIPTION AND SURVEY INFORMATION AS SUPPLIED BY OWNER. SEE LB. POUND P.S.F. POUND PER SQUARE FOOT STD. STANDARD CIVIL ENGINEERING BY KENNETH H. EHLERS, P.E. COLUMN EXT. EXTERIOR LAM. LAMINATED P.S.I. POUND PER SQUARE INCH STO. STORAGE CER. CERAMIC FN.FL. FINISH FLOOR LAV, LAVATORY 2. FINISH FLOOR ELEVATION IS REFERENCED FROM 0'-0" - SEE CIVIL DRAWINGS PRESSURE TRATED STIR. - C.J. " FIN. FOR ACTUAL ELEVATION. LTG. LIGHTINC PTN. PARTITION SUB. SUBSTITUTE 3. THIS STRUCTURE IS NOT DESIGNED TO BE IN 100 -YEAR FLOOD PLAIN. CEILING F.G. FIXED GLASS MATL. MATERIAL P.H. PAPER HOLDER SUP. SUPPORT /7 t BUILDING NO. 5 F.P. FIREPLACE MAX. MAXIMUM 4. ALL EXTERIOR SIGNAGE REQUIRES A SEPARATE PERMIT. QUALITY T.C. TRASH COMPACTOR TYPE 'A' GONG. CONCRETE FT. FEET M.C. MEDICINE CABINFT QUAN. QUANTITY TEMP. TEMPERATURE 5. PROVIDE APPROVED STREET ADDRESS/SUITE NUMBER POSTIONED SUCH AS TO BE CONSTRUCTION FTG. FOOTING MECH. ° R.A.G. RETURN AIR GRILL THK. PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. LETTERS SHALL CONTRAST WITH CONT. CONTINUOUS GA, GAGE MIN. MINIMUM THEIR BACKGROUND WITH A 6" HIGH MINIMUM CHARACTER WITH A 3/4" STROKE RADIUS TYP. TYPICAL BUILDINC-s NO. 3 CENTER GALV. RECOMMENDED. MISC. MISCELLANEOUS R. D. ROOF DRAIN U.L. TYPE 'G' 6. SEE DRAWINGS BY OTHERS FOR PRE-ENGINEERED STRUCTURE, STRUCTURAL DRYER GL. GLASS M.O. MASONRY OPENING REF. REFRIGERATOR VENT. ENGINEERING, MECHANICAL DESIGN, ELECTRICAL DESIGN, AND PLUMBING DESIGN. DBL, DOUBLE GYP. GYPSUM M.T. METAL THRESHOLD REINF. REINFORCE VERT. ;,.... N /M 04 S 89°5429 235.00' fj r'•" NORTH ARROW SPACE IDENTIFICATION SYMBOLS LEGEND LIVING SPACE NAME ROOM 1234 SPACE NUMBER DETAIL r, DETAIL NUMBER REFERENCE A-0 SHEET NUMBER DETAIL NUMBER DETAIL 2*,! TAIL TITLE 2:1/4' = I'-0' On CADD FILE NAME ELEVATION HEIGHT HEIGHT IDENTIFICATION MVFINISH FLOORIDENTIFICATION MULTIPLE INTERIOR ELEVATION ORIENTATION -7Z 1 3 2 ELEVATION REFERENCE ELEVATION NUMBER PARTITION TYPE IDENTIFICATION EQUIPMENT IDENTIFICATION WINDOW IDENTIFICATION DOOR IDENTIFICATION SECTION ORIENTATION REVISION WALL SECTION 1 SECTION NUMBER - IDENTIFICATION REFERENCE A-0 DRAWING ON WHICH SECTION OCCURS SECTION ORIENTATION BUILDING SECTION 1V SECTION NUMBER I COLUMN REFERENCE A-0 DRAWING ON WHICH A-0 IDENTIFICATION SECTION OCCURS 01— PARTITION NUMBER TYPE 2 - - EQUIPMENT NUMBER (_14— WINDOW LETTER (�)__ DOOR NUMBER /4)r — REVISION NUMBER -.� COLUMN CENTERLINE 1 COLUMN NUMBER MATERIALS LEGEND IM_Ti. STUD FRAME WALL 1 -HOUR FIRE RATED WALL 2- HOUR FIRE RATED WALL FRAME WALL W/ INSULATION BRICK CONCRETE MA50NizY 5LOG< WALL POURED CONCRETE WALL SECTION CD DIMENSIONAL LUl" 5ER CUT LUMBER FLT -WOOD ELEVATION BATT INSULATION o RIGID FOAM / INSULATION CONCRETE EARTH FILL F] MASONRY UNI T Ca T'F5UM WALL BOARD FLOOR TRUSS MARBLE METAL INSULATION CRICID� GLA5S RE.Ell t Sanford it Pr( Date: 1 1 a I SCHEMATIC ARCHITECTURAL SITE PLAN SCALE: 1" = 30' 5W351TE PLANS REVIEWED CITY OF SA FORD LOCATION MAP (D WEST 5tH STREET CORDON STREET 51 ]TE 0 u, Q 4 L STANDARD ABBREVIATIONS A.B. ANCHOR BOLL DET. DETAIL H.B. HOSE BIB MTL. METAL READ. REQUIRED VOL. VOLUME A/C AIR CONDITIONER DIAM. DIAMETER H.C. HOLLOW CORE O.A. OVERALL REV. REVISION / REVERSE V.T.R. VENT THROUGH ROOF ACOUST. ACOUSTICAL DIM. DIMENSION HDWR HARDWARE O.C. ON CENTER RM. ROOM W. WIDTH / WIDE / WASHER ADJ. ADJACENT DISP. DISPOSAL H.M. HOLLOW METAL O.D. OUTSIDE DIAMETER ROS ROUGH SAWN W.C. WATER CLOSET A.H.U. AIR HANDLER UNIT D. L. DEAD LOAD HORIZ. HORIZONTAL OPP. OPPOSITE S.C. SOLID CORE WD. WOOD ALUM. ALUMINIUM DN. DOWN HT. HEIGHT OPT. OPTIONAL SCHED. SHEDULE W.D.W. WINDOW ALT. ALTERNATE D.W. DISHWASHER HTC HEATING P. PANTRY SEC. SECTION W.H. WATER HEATER APPROX. APPROXIMATE DWG. DRAWING HTR. HTR P.C. PULL CHAIN SH. SHELF W.I.C. WALK -IN -CLOSET BRG. BEARING EA. EACH IN. INCHES PED. PEDESTAL SHT. SHEET W.P. WATERPROOF BD. BOARD E.J. EXPANSION JOINT INSUL. INSULATION PERP. PERPENDICULAR DIM. SIMILAR 0 U L BLDG. BUILDING ELEV. ELEVATION INT. INTERIOR PL PLATE S.G.D. SLIDING GLASS DOOR BLK. BLOCK EQ. EQUAL JST. JOIST. PWD PLYWOOD SQ. SQUARE RODNEY JEFFERSON ARCHITECT B.M. BEAM EST. ESTIMATE JT. JOINT PROP PROPERTY S.S STAINLESS STEEL BTM. BOTTOM EXIST. EXISTING LB. POUND P.S.F. POUND PER SQUARE FOOT STD. STANDARD COL. COLUMN EXT. EXTERIOR LAM. LAMINATED P.S.I. POUND PER SQUARE INCH STO. STORAGE CER. CERAMIC FN.FL. FINISH FLOOR LAV, LAVATORY P.T. PRESSURE TRATED STIR. STRUCTURAL C.J. CONSTRUCTION JOINT FIN. FINISH LTG. LIGHTINC PTN. PARTITION SUB. SUBSTITUTE CLG. CEILING F.G. FIXED GLASS MATL. MATERIAL P.H. PAPER HOLDER SUP. SUPPORT C.M.U. CONCRETE BLOCK F.P. FIREPLACE MAX. MAXIMUM QUAL. QUALITY T.C. TRASH COMPACTOR GONG. CONCRETE FT. FEET M.C. MEDICINE CABINFT QUAN. QUANTITY TEMP. TEMPERATURE CONST. CONSTRUCTION FTG. FOOTING MECH. MECHANICAL. R.A.G. RETURN AIR GRILL THK. THICK/THICKNESS CONT. CONTINUOUS GA, GAGE MIN. MINIMUM RAD. RADIUS TYP. TYPICAL CTR. CENTER GALV. GALVANIZED MISC. MISCELLANEOUS R. D. ROOF DRAIN U.L. UNDERWRITERS LABORATORY D DRYER GL. GLASS M.O. MASONRY OPENING REF. REFRIGERATOR VENT. VENTILATION DBL, DOUBLE GYP. GYPSUM M.T. METAL THRESHOLD REINF. REINFORCE VERT. VERTICAL O vJ� SEAL W r^ c r� 'cc1 L� 0 .cn 4-JU) 4-J V E E W 0 W O LL 0Q Y� 0 L _u W � O 10 n 1.1 UJ ^ v 0 L -0 W L 0 L `� > 4-J 0 --- O U c 0 L 0 Al Y/ EV)D n o o U o m o ++ L o L N o Mo - 0 0 L .o L 0 U 0 ¢ `L 3 h O 3r� u cZ 0 I 0 0- U 0 W ¢ o� � N C c� 0 0� 0 E a ¢ Q a >1 - 0 [ m 0 U L job no= RJ5903 drawn by: RLJ date: PERMIT 11/13/03 revisions: Q1 12/11/03 3 sheet number A-1 cadd filename RODNEY JEFFERSON ARCHITECT COPYRIGHT iCi 2003 F- U w U Q z 0 Cf) w LLJ r w z 0 0 O Z 0 V) V) MW n - Li n z W w 0 af Q clr z Q 0 0 W z 0 VN to Q 0 z U W 0 r w _ 0 r z Q 0 C) w cn ZD Of 0 0 n 0 U W CD z Q U 0 W U CD ry r ELI n, w m 0 z J Q _ N to z 0 Q U w CLz Q ca z Q 0 F - z w 0 0 w V) W t/i Z! C7 W 0 0 z Q Q 0 z Q J [1 V) w S f— z in _ CD Of Of w 0- C) tr tZ rilw 0 z Q LD r 0 U a z 0 0 U V) t✓) W t� w LI) w tD w ckfw _ C- U F- Q z 0 cn w w z 0 0 r X -BRACING FRONT ELEVATION A Sc RIDGE TRIM REAR ELEV,>�TION 3 � D STRUCTURAL STANDING SEAM METAL ROOFING - TYP. 18'-0' EAVE 6x6 METAL GUTTER - TYP. f PREFINISHED METAL BUILDING '< PANELS - TYP I s PAINTED SMOOTH -FACE CMU -TYP. 6'-8' UJDUI. HD. HT. 6x6 METAL - { £ E L D OU1N5 OUT P Typ. P S A ,i f pp f •r SPLIT -FACE CMU TYP 'y s. r •, 0'-0' FIN15H FLOOR A ED �J 3 TYPICAL VERTICAL FILLED CELL: I 1-115 BAR IN GROUT FILLED CELL, SLAB TO TIE 5EAM1 OPP. B STRUCTURAL STANDING SEAM 0' 2' 4 8' 16' LIFE SAFETY LEGEND 8 BOLLARD - TYP. I DOWNSPOUT - TYP. 0 O 0 N 1 12'-0' 4'-5' 30'-0' FLOOR PLAN ' B' xeiccze BOTTLED WATER DISPENSER L/ CUP HOLDER _O OAh 1-I/2 TYP. A '7"-0- 4'-6' - 301-0' 0' 2' 4' 8' 16' NOTES: 1. SEE SHEET A-3 FOR DOOR / WINDOW SCHEDULES. EXIT LIGHT (SEE ELECTRICAL) PRIMARY EGRESS NEW 4 ABC TYPE PORTABLE FIRE EXTINGU SHER - COORDINATE EXACT LOCATIONS W/ LIGHT SWITCHES FE AND OTHER EQUIPMENT EMERGENCY LIGHTS W/ BATTERY PACK <m7b 0 0 12 Q 12 1 1 I� ,3. I £€ j — s f g{> s r,sr...... . g. .gq."",yys r ys , ....Ii t'.. ,. , T . e . ...i.. ..i.. , 3 �,.' . �.. uyud.0 ...£u �..$r.. uhu .u�..r�r,. „y..h.a .,h,..r,. ..1... .�... S ..M• ..y.. .r�... ..£... S. i 3 • S b % � 9 f 3 £ s r S RIGHT SIDE ELEVATION B SCALE: 1/8' = 1'-0' LEFT SIDE ELEVATION SCALE: 1/8' = 1'-0' 6x6 GUTTER F ROOF PLAN ' B' xeKc�r� 6x6 GUTTER 1 : • 1 GENERAL NOTES 1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITING A BID AND PRIOR TO THE START OF ANY WORK. ALL INCONSISTENCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BIDDING AND CONSTRUCTION. 2. THE CONTRACTOR SHALL INFORM HIMSELF OF ALL EXISTING CONDITIONS AND LIMITATIONS OF THE SITE. 3. ALL DIMENSIONS ARE NOMINAL (UNLESS NOTED OTHERWISE.) 4. IN THE ABSENCE OF DETAILED SPECIFICATIONS, IT IS THE INTENT THAT THE WORK INDICATED ON THESE DRAWINGS BE PERFORMED IN A WORKMANLIKE MANNER AND BE COMPLETE IN EVERY RESPECT FOR OCCUPANCY BY THE OWNER. TOLERANCES ARE TYPICALLY/ 1 8u IN 10-0. R MAT RIAI S NOT SHOWN ON THE DRAWINGS 5. ALL WORK 0 E 0 , BUT NORMALLY REQUIRED TO COMPLETE THE WORK SHALL BE HED FU NR IS PERFORMED, AND DONE BY THE GENERAL CONTRACTOR AS IF THE SAME WERE SHOWN ON THE DRAWINGS. 6. FLASH ALL ROOF PENETRATIONS WATERTIGHT WITH MATERIALS WHICH ARE COMPATIBLE WITH ROOFING MATERIALS. COMPLY WRIT "SMACNA" RECOMMENDATIONS AND STANDARDS FOR INSTALLATION. 7. INSTALL ALL MATERIALS PER MANUFACTURER'S RECOMMMENDATIONS. 8. FIELD VERIFY ALL DIMENSIONS AND ROUGH -IN DIMENSIONS WITH ACTUAL CONDITIONS. 9. ALL SYSTEMS AND CONSTRUCTION TO BE COMPLETE IN EVERY RESPECT AND OPERATIONAL FOR THE PURPOSE FOR WHICH THEY WERE INTENDED. PROVIDE OWNER WITH ALL WARRANTIES FOR MA1 LRIALS, SYSTEMS, ETC. 10. PROVIDE NEW HVAC, ELECTRICAL AND PLUMBING SYSTEMS AS REQUIRED. SUBCONTRACTORS TO PROVIDE DRAWINGS FOR PERMIT AND ALL LABOR, MATERIALS, AND ANY MISCELLANEOUS ITEMS NECESSARY FOR COMPLETED SYSTEMS READY FOR OPERATION. 11. UNLESS OTHERWISE INDICATED, ALL EQUIPMENT, MATERIALS, FINISHES, COLORS, ETC., SHALL BE SELECTED BY OWNER. 12. ARCHITECT ASSUMES NO LIABILITY FOR CHANGES MADE IN THE FIELD OR EXISTING CONDITIONS. 13. WHERE INCONSISTENCIES OR CONFLICTS OCCUR WITHIN THE DRAWINGS, THE MORL STRINGENT SHALL GOVERN. REPORT THESE IN WRITING TO THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 14. PAINTING SHALL BE AS DIRECTED BY OWNER. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR ALL APPLICATIONS. 15. METAL BUILDING SYSTEM: ROOF PANELS: "R" PANEL. - 26 GAUGE WALL PANELS: "A" PANEL - 26 GAUGE 16. METAL WALL PANELS SHALL BE ANCHORED TO WITHSTAND 110 MPH WINDLOAD. 17. METAL WALL AND ROOF PANELS TO BE FACTORY APPLIED SIGNATURE 200 SILICON POLYESTER PAINT FINISH WITH 20 YEAR FINISH WARRANTY. SUBMIT ALL COLOR SAMPI FS TO OWNER FOR APPROVAL. CODE DATA APPLICABLE BUILDING CODES FLORIDA BUILDING CODE - 2001 w/ REVISIONS NEPA 101, LIFE SAFETY CODE - 2000 FLORIDA FIRE PREVENTION CODE - 2001 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPANCY TYPES: FBC CHAPTER 3: STORAGE - GROUP S CONSTRUCTION TYPES: FBC: TYPE VI / UNPROTECTED / UNSPRINKI FD FBC TABLE 500 ALLOWABLE BUILDING AREA: 6,000 S.F. ALLOWABLE BUILDING HEIGHT: 1 STORY - 40' ACTUAL BUILDING HEIGHT: 1 STORY - 21'+/ - ACTUAL BUILDING AREA: 3,600 S.F. FBC TABLE 600 INTERIOR BEARING / NON-BRG WALLS: 0 HR COLUMNS: 0 HR BEAMS, GIRDERS, TRUSSES: 0 HR ROOFS / CEILINGS: 0 HR EXTERIOR BEARING / NON-BRG WALLS: 0' TO 3' 1 HR >3' 0 HR FBC TABLE 704.1 OCCUPANCY SEPARATION REQUIREMENTS TENANT SEPARATION: S2 LOW HAZARD - 2 HR FBC 704.3.1 - BUILDINGS OF SINGLE OCCUPANCY TENANT SEPARATION: 1 HR FBC TABLE 1003.1 OCCUPANCY LOAD REQUIREMENTS: AREA PER OCCUPANT: S - 1 OCC/ 300 SF GROSS 3600 SF / 300 = 12 OCCUPANTS NUMBER OF EXITS PROVIDED: 2 FBC TABLE 1004 - EGRESS REQUIREMENTS: MAXIMUM DISTANCE OF TRAVEL - GROUP S: UNSPRINKLED - 200' EGRESS WIDTH PER PERSON SERVED - GROUP S: .2" NUMBER OF EGRESS EGRESS SPACE AREA OCCUPANTS REQUIRED PROVIDED STORAGE: 3600 SF/300= 12 x .2" = 2.4" 67" MINIMUM CORRIDOR/AISLE WIDTH REQ'D-GROUP S: 44" MAXIMUM DEAD END CORRIDOR: 20' FPC TABLE 403.1 PLUMBING FIXTURE REQUIREMENTS: WC LAV DF SS REQUIRED: 1/100 1/100 1/1000 1 PROVIDED: 1 1 1* 1 FPC 403.2.2 - SEPARATE TOILET FACILITIES NOT REQUIRED FOR 15 OR LESS EMPLOYEES - EACH SPACE HAS LESS THAN 15 EMPLOYEES. *FPC 410.1 - G.C. TO PROVIDE BOTTLED WATER W/ 4' CLEARANCE IN FRONT, FLAT BOTTOM CUPS AND TRAY UNDER SPOUT TO SIT CUP r� s; s SEAL 77777777-7-71 t S 1 s 4 0 � �rn t 0 L � 3 f 0 .� L L Q OU V) � 0 L� �0 00 Q S ( V� W s £ £ W ID 5 -c0 V, L f I W L i UI L LL I � 0°0 O 4 $ 3 3 L 4- o .�-0 f co v i i C 0 M0 0 0 L t 0 I UL 1 � , }+ 0 t• :n E a o L Cy 44 L L < a Q¢ 2 o o _00���� C .: IL 0 0 a �0�� ` ° L 0 M C N c u < 4-z 4- 0 Q L L 3 V�7 0 m � o a 0 S a Q Z Q U F ROOF PLAN ' B' xeKc�r� 6x6 GUTTER 1 : • 1 GENERAL NOTES 1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITING A BID AND PRIOR TO THE START OF ANY WORK. ALL INCONSISTENCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BIDDING AND CONSTRUCTION. 2. THE CONTRACTOR SHALL INFORM HIMSELF OF ALL EXISTING CONDITIONS AND LIMITATIONS OF THE SITE. 3. ALL DIMENSIONS ARE NOMINAL (UNLESS NOTED OTHERWISE.) 4. IN THE ABSENCE OF DETAILED SPECIFICATIONS, IT IS THE INTENT THAT THE WORK INDICATED ON THESE DRAWINGS BE PERFORMED IN A WORKMANLIKE MANNER AND BE COMPLETE IN EVERY RESPECT FOR OCCUPANCY BY THE OWNER. TOLERANCES ARE TYPICALLY/ 1 8u IN 10-0. R MAT RIAI S NOT SHOWN ON THE DRAWINGS 5. ALL WORK 0 E 0 , BUT NORMALLY REQUIRED TO COMPLETE THE WORK SHALL BE HED FU NR IS PERFORMED, AND DONE BY THE GENERAL CONTRACTOR AS IF THE SAME WERE SHOWN ON THE DRAWINGS. 6. FLASH ALL ROOF PENETRATIONS WATERTIGHT WITH MATERIALS WHICH ARE COMPATIBLE WITH ROOFING MATERIALS. COMPLY WRIT "SMACNA" RECOMMENDATIONS AND STANDARDS FOR INSTALLATION. 7. INSTALL ALL MATERIALS PER MANUFACTURER'S RECOMMMENDATIONS. 8. FIELD VERIFY ALL DIMENSIONS AND ROUGH -IN DIMENSIONS WITH ACTUAL CONDITIONS. 9. ALL SYSTEMS AND CONSTRUCTION TO BE COMPLETE IN EVERY RESPECT AND OPERATIONAL FOR THE PURPOSE FOR WHICH THEY WERE INTENDED. PROVIDE OWNER WITH ALL WARRANTIES FOR MA1 LRIALS, SYSTEMS, ETC. 10. PROVIDE NEW HVAC, ELECTRICAL AND PLUMBING SYSTEMS AS REQUIRED. SUBCONTRACTORS TO PROVIDE DRAWINGS FOR PERMIT AND ALL LABOR, MATERIALS, AND ANY MISCELLANEOUS ITEMS NECESSARY FOR COMPLETED SYSTEMS READY FOR OPERATION. 11. UNLESS OTHERWISE INDICATED, ALL EQUIPMENT, MATERIALS, FINISHES, COLORS, ETC., SHALL BE SELECTED BY OWNER. 12. ARCHITECT ASSUMES NO LIABILITY FOR CHANGES MADE IN THE FIELD OR EXISTING CONDITIONS. 13. WHERE INCONSISTENCIES OR CONFLICTS OCCUR WITHIN THE DRAWINGS, THE MORL STRINGENT SHALL GOVERN. REPORT THESE IN WRITING TO THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 14. PAINTING SHALL BE AS DIRECTED BY OWNER. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR ALL APPLICATIONS. 15. METAL BUILDING SYSTEM: ROOF PANELS: "R" PANEL. - 26 GAUGE WALL PANELS: "A" PANEL - 26 GAUGE 16. METAL WALL PANELS SHALL BE ANCHORED TO WITHSTAND 110 MPH WINDLOAD. 17. METAL WALL AND ROOF PANELS TO BE FACTORY APPLIED SIGNATURE 200 SILICON POLYESTER PAINT FINISH WITH 20 YEAR FINISH WARRANTY. SUBMIT ALL COLOR SAMPI FS TO OWNER FOR APPROVAL. CODE DATA APPLICABLE BUILDING CODES FLORIDA BUILDING CODE - 2001 w/ REVISIONS NEPA 101, LIFE SAFETY CODE - 2000 FLORIDA FIRE PREVENTION CODE - 2001 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPANCY TYPES: FBC CHAPTER 3: STORAGE - GROUP S CONSTRUCTION TYPES: FBC: TYPE VI / UNPROTECTED / UNSPRINKI FD FBC TABLE 500 ALLOWABLE BUILDING AREA: 6,000 S.F. ALLOWABLE BUILDING HEIGHT: 1 STORY - 40' ACTUAL BUILDING HEIGHT: 1 STORY - 21'+/ - ACTUAL BUILDING AREA: 3,600 S.F. FBC TABLE 600 INTERIOR BEARING / NON-BRG WALLS: 0 HR COLUMNS: 0 HR BEAMS, GIRDERS, TRUSSES: 0 HR ROOFS / CEILINGS: 0 HR EXTERIOR BEARING / NON-BRG WALLS: 0' TO 3' 1 HR >3' 0 HR FBC TABLE 704.1 OCCUPANCY SEPARATION REQUIREMENTS TENANT SEPARATION: S2 LOW HAZARD - 2 HR FBC 704.3.1 - BUILDINGS OF SINGLE OCCUPANCY TENANT SEPARATION: 1 HR FBC TABLE 1003.1 OCCUPANCY LOAD REQUIREMENTS: AREA PER OCCUPANT: S - 1 OCC/ 300 SF GROSS 3600 SF / 300 = 12 OCCUPANTS NUMBER OF EXITS PROVIDED: 2 FBC TABLE 1004 - EGRESS REQUIREMENTS: MAXIMUM DISTANCE OF TRAVEL - GROUP S: UNSPRINKLED - 200' EGRESS WIDTH PER PERSON SERVED - GROUP S: .2" NUMBER OF EGRESS EGRESS SPACE AREA OCCUPANTS REQUIRED PROVIDED STORAGE: 3600 SF/300= 12 x .2" = 2.4" 67" MINIMUM CORRIDOR/AISLE WIDTH REQ'D-GROUP S: 44" MAXIMUM DEAD END CORRIDOR: 20' FPC TABLE 403.1 PLUMBING FIXTURE REQUIREMENTS: WC LAV DF SS REQUIRED: 1/100 1/100 1/1000 1 PROVIDED: 1 1 1* 1 FPC 403.2.2 - SEPARATE TOILET FACILITIES NOT REQUIRED FOR 15 OR LESS EMPLOYEES - EACH SPACE HAS LESS THAN 15 EMPLOYEES. *FPC 410.1 - G.C. TO PROVIDE BOTTLED WATER W/ 4' CLEARANCE IN FRONT, FLAT BOTTOM CUPS AND TRAY UNDER SPOUT TO SIT CUP r� ti \� SEAL 77777777-7-71 0 � �rn 0 L � CO 0 .� L L Q OU V) � 0 L� �0 00 Q V� W J 0 W -c0 V, L W L UI L LL U. 0°0 O L L 4- o .�-0 r0 co v C 0 M0 0 0 L 0 J UL }+ 0 t• :n E a o L Cy 44 L L < a Q¢ 2 o o _00���� C .: IL 0 0 a �0�� ` ° L 0 M C N c u < 4-z 4- 0 Q L L 3 V�7 0 m � o a 0 a Q Z Q U C m job no: RJb903 drawn by- RLJ date: PERMIT 11/13/03 revisions: A sheet number A d filename R J 5 J 0 3 F B RODNEY JEFFERSON ARCHITECT COPYRIGHT n 2003 uI 13 Q w U LU w SEE SCHEID EF SCHE EE SCHE EE SCHE DI - OVERHEAD STEEL D2 - IN5UL METAL D3 - ALUM D4 - SOLID CORE COILING DOOR 5TOREFRONT WOOD 5CALE:1/4' = 1'-0' Q SEE DETAILS ILI FOR TRIM ILD ILI N EE SCHE FI - HOLLOW METAL ®®OR FRAME TYPES SEE PLAN(FIELD VERIFY) ui FIN15H FLOOR O 6CALE:1/4' = 1'-0' METAL BLDG EXTERIOR METAL PANELS METAL. i5LDG STRUCTURAL. STEEL PRECAST MASONRY HEADERMETAL ...........,1, ; ; EE STRUCTURAL_ POLYURETHANE SEALANT 4 PACKER ROD CONTINUOUS OVERHEAD DOOR 4 FRAME - AROUND FRAME EACH SIDE ANCHOR PER MANUFACTURER'S HOLLOW METAL DOOR FRAME RECOMMENDATIONS PRE -GROUT SOLID (NOTE: GALVANIZE ALL EXTERIOR STEEL DOORS 4 FRAMES) - (SEE DOOR SCHEDULE FOR SIZE) PROVIDE COUNTERSUNK GALVANIZED STEEL MASONRY 5CREW5 IN FRAME m 12" O.C. MAX WEATHERSTRIPPING - TYPICAL ............... PAINTED GALV 1" x 2" x 1/5" RAINCxUARD Q AL_L_ EXTERIOR DOORS. EMBED IN POLYURETHANE SEALANT DOOR MEAD (JAMS SIM.) DOOR JAMB DETAIL DTDR019 SCALE: 3" ■ P -O' OTDR028 I OR 2 LAYERS GYPSUM BOARD - REFER TO PART, TYPES TILE (WHERE CALLED FOR - POOR SWEEP ON PLAN) OVER 1/2'. CONCRETE E3ACKER E3D - METAL THRESHOLD DOUE3LE 2x WOOD STUDS IN FULL BED OF SEALANT Q DOOR SCHEDULEILL DOOR TEMPERED cn CD 77 Lu., rz GLAZING LL- 0(f) Q Q o CL� � a Lv z + n 3: n W z I w o QW z V) REMARKS NO. TYPE MAT> L SIZE TYPE MAT> L HEAD JAMB SILL 1 Q ST 12'-0"x16'-0" F1 Q — — TINTED Q 192.0 +32.1 : — W/ WEATHERSTRIPPING 2 D3 AL 3'-0" x 6'-8" F1 : TEMP — U 20.0 +32.1 U — W/ WEATHERSTRIPPING 3 D4 U 3'-0" x 6'-8" F1 HVI — — CD — — — — d) 4 D2 IM w LU F1 HM — w w LU +32.1 —24.6 — W/. WEATHERSTRIPPING SEE SCHEID EF SCHE EE SCHE EE SCHE DI - OVERHEAD STEEL D2 - IN5UL METAL D3 - ALUM D4 - SOLID CORE COILING DOOR 5TOREFRONT WOOD 5CALE:1/4' = 1'-0' Q SEE DETAILS ILI FOR TRIM ILD ILI N EE SCHE FI - HOLLOW METAL ®®OR FRAME TYPES SEE PLAN(FIELD VERIFY) ui FIN15H FLOOR O 6CALE:1/4' = 1'-0' METAL BLDG EXTERIOR METAL PANELS METAL. i5LDG STRUCTURAL. STEEL PRECAST MASONRY HEADERMETAL ...........,1, ; ; EE STRUCTURAL_ POLYURETHANE SEALANT 4 PACKER ROD CONTINUOUS OVERHEAD DOOR 4 FRAME - AROUND FRAME EACH SIDE ANCHOR PER MANUFACTURER'S HOLLOW METAL DOOR FRAME RECOMMENDATIONS PRE -GROUT SOLID (NOTE: GALVANIZE ALL EXTERIOR STEEL DOORS 4 FRAMES) - (SEE DOOR SCHEDULE FOR SIZE) PROVIDE COUNTERSUNK GALVANIZED STEEL MASONRY 5CREW5 IN FRAME m 12" O.C. MAX WEATHERSTRIPPING - TYPICAL ............... PAINTED GALV 1" x 2" x 1/5" RAINCxUARD Q AL_L_ EXTERIOR DOORS. EMBED IN POLYURETHANE SEALANT DOOR MEAD (JAMS SIM.) DOOR JAMB DETAIL DTDR019 SCALE: 3" ■ P -O' OTDR028 I OR 2 LAYERS GYPSUM BOARD - REFER TO PART, TYPES TILE (WHERE CALLED FOR - POOR SWEEP ON PLAN) OVER 1/2'. CONCRETE E3ACKER E3D - METAL THRESHOLD DOUE3LE 2x WOOD STUDS IN FULL BED OF SEALANT Q DOOR SCHEDULEILL DOOR FRAME cn CD 77 Lu., rz DETAILS LL- 0(f) Q Q o CL� � a Lv z + n 3: n W z I w o QW z V) REMARKS NO. TYPE MAT> L SIZE TYPE MAT> L HEAD JAMB SILL 1 D1 ST 12'-0"x16'-0" F1 ST — — TINTED 192.0 +32.1 —24.6 — W/ WEATHERSTRIPPING 2 D3 AL 3'-0" x 6'-8" F1 AL TEMP — 20.0 +32.1 —24.6 — W/ WEATHERSTRIPPING 3 D4 SC 3'-0" x 6'-8" F1 HVI — — — — — — 4 D2 IM 3'-0" x 6'-8" F1 HM — — 20.0 +32.1 —24.6 — W/. WEATHERSTRIPPING WINDOW SCHEDULE � WINDOW cn �Q LL- Ix DETAILS 0V)� CD Cr12 Q 0 4— CL WCD z + 4— --a a COD z I REMARKS ID TYPE MAT'L SIZE HEAD JAMB SILL A SH ALUM 4'-6" x 5'-3" TEMP — 5 7 6 23.6 +32.1 —24.6 TINTED CONC. BLO( PLAN FOR U THICKNE55 FINISH - SEf ELEV. GONG. L INTE W/ REBAR C IN SOLID - STRUCTURAI SEALANT Al 130TH SIDE: ALUMINUM W SCAT_!=: 3" 1'-0" 5EE PLAN ALUMf1 SEAL- l30TH DOOR IN FRAME - 1 5EE PLAN FOR SIZE SEE PLAN FOR ) ' FLOOR FINISH SEALANT 5EAD CONTINUOUS AROUND FRAME=- BOTH 5IDE5 Lli iT1/4" RECESS — s /; O,ORDL_INATE W1 WA GONG. s '. ------ -=-- HOLLOW METAL DOOR FRAM -- - ,- --------- r'---'• WITH 3 ANCHORS 5CREWED �• " TO JAMB STUDS i TYPICAL. SLAB AND FOOTING ENTRY SLAB i CONSTRUCTION DRIP I I, DOOR WHERE REQUIRE AS REQ'D. THRESHOLD DETAIL DTORO15A SCALE: 3" = P -O' OTD R018 b FIN15H ELEV. WINDOW SILL DETAIL OTWDMH04 CONC, E3L0( PLAN FOR l THICKNESS FIN15H - 5EE ELEV. .00KING FILLED CEL (1) 05 REE3A1 STRUCTURAI SCALE: 3' = 1'-0" SCALE: 3" = 1'-O" � % DTUJOM904 SILL SEALANT Al E50TH SIDE: ALUMINUM W HEAD EXTERIOR • A. -OCKING SCALE: 3' P -O' STRUCTURE 1/4" P.T. SHIM CONT. SEALANT W/ BACKER ROD PREFIN. ALUM. FRAME GASKET GLAZING AS 5CHEDULED SILL L - 5EEPREFIN. ALUM. DOOR R IUALL THRESHOLD 35 - FLOOR FINISH r STOWFRO1 T DQOR DETAIL SCALE: 3' - P -O" \,,,� PTWOSTOBA SCALE: 3' 1'-0' General Notes 1, WINDOW PRESSURES: All windows to be designed for +26 psf and —37 psf (Unless other noted in schedule). 2. All exterior doors and frames to be designed to withstand 110 rnph windload (FOC 1606). 3. Verify all door sizes and frames prior to installation to assure proper operation of door unit. 4. Submit exterior door and window compliance reports signed and sealed by Florida licensed structural engineer. 5. All door hardware shall be ADA compliant lever handles and all hinges on exterior doors to be NRP. 6. Field verify all rough openings for windows. Maximum shim space shall be 1/4" all around. 7. Undercut interior toilet room doors 1". 8. Provide doors and frames in conformance with Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames" (SDI -100) and as indicated in project documents. Door / Window Legend AL — ALUM. STOREFRONT — FAC. HS — HORIZONTAL SLIDER FIN. — SEE WDW ELEV. IM — INSULATED METAL OF — BI—FOLD NO — NONE BP — BI—PASS PKT — POCKET OH — DOUBLE HUNG SC — SOLID CORE WOOD FP — FIBERGLASS REINFORCED SOD — SLIDING CLASS DOOR PLASTIC SH — SINGLE HUNG FR — FRENCH ST — STEEL FX — FIXED WD — WOOD GLB — CLASS BLOCK WDP — WOOD PAINT HC — HOLLOW CORE WOOD WDV — WOOD VARNISH HM — HOLLOW METAL WP — WOOD PANEL Finish Hardware 1. Finish Hardware shall be installed in accordance with proper practices recognized by the Door and Hardware Institute, 7711 Old Springhouse Road, Mclean, VA. 22102-3474 (verify latest address and phone) and ANSI BHMA A-156 series, ADA, and Florida Department of Community Affairs Accessibility Standards. 2. SUPPLIER: Finish hardware shall be furnished by a company having appropriate technical knowledge and experience to correctly interpret drawings and specifications. Supplier shall be prepared at all times during progress of installation to promptly provide competent Architectural Hardware Consultant (AHC) to approve its complete installation in order that all items shall be installed in the best manner and function properly. N � C ,CC -1 L� ... +- N 0 .0 C V) L � o C D 0.L 0L 00 Q sheet number -3 cssdd filenELme RJ5903DR (ODNEY JEFFERSON ARCHITECT COPYRIGHT C� 2003 s U Z 0 w LLJ W w z 0 C) Z d V7 ME CLI w n z LJ w 0 CL 0 z 0 a w z V) z CDU w_ O W CL w O 0 a w ry 0 a Cl w 0 U 0 LLJ QD Q s U 0 w U d ' o w w w m 0 z J s cn cr, z 0 U s c� w CL cn 0 z Cry z ME 0 s w U 0 a v w cri z c� Vn w a a vS w a cr; z a. w V) w z s C' it ryry w CL 0 n n, 0 0 s c2 n 0 U J z 0 7E ME 0 U LLJz w Vi c� CID w s F- cLJ F- n, z (D V) ry w w I w z d 0 cr SEAM c f3U�!� DINC�' SECTI®N A SCAL "5HED MTL 'ANEL TYPICAL WALL SECTION SACKED %TT 'ION 'ANEL. NGLE I=BAR CONT. :D COURSE >NTAL RCING Q 24" RT. - TYP. :D FLOOR r - : WALL SECTION PTWL.PE02 SCALE: 1" = 1'-O'\, / DTWL5T20 I SOAP DISPENSER 30" x 4S' MIN. CLEAR FLOOR SPACE CENTERED ON LAY 60" DIA. TURNING RADIUS PAPER TOWEL DISPENSER 36" GRAE35AR 60" x 59' MIN. CLEAR FLOOR SPACE AT HC WATER CLOSET TOILET T155UE DISPENSER 42' GRAE315AR 51=RVICE SINK TYPICAL TOILET ROOM PLAN. DT15ATH02 U__4 SCALE: 1/4' = 1'-0" l ` — U HC TILT MIRROR WA5HA5LE PAINT ON WATER RE515TANT GYPSUM BOARD - TYP SANITARY VINYL WALL BASE - TYP � .NOTE: SEE TYPICAL MOUNTING HEIGHT DETAIL FOR LOCATIONS OF ACCESSORIES TYPICAL T RLET' I� ISI ELEVATINS DTTREL02 LTJ SOAP URINAL HC URINAL WATER LAY LAV IN HAND TOWEL FEMININE SHELF TISSUE DISPENSER CL05ET COUNTER DRYER 5AR NAPKIN PAPER DISPOSAL DISPENSER MIRROR CLEAR / ' SOAP / ABR E3AAR 3'- 4' _ GRAB 2 -0 / E315 AIR _ - _ TDP T155UE - D 15PE:N. �n — VA IZ—NAPK D15P015AL zEE �;, °'o1 'h vI K CLERANCE T155UE _ f__D15PEN. 6, INSULATE EXPOSED PIP -- - 3'-0" 2 HC WC "MAX. I� C] HC LAV/MIR/50AP DISPENSER PAPER TOWEL TOILET ACCESSORY L ATI IolS D'SPOSALR / SCALE: 3/4" = 1'-0" DTTOILET SCALE: r 11 FEMININE ROf3E NAPKIN HOOK DISPENSER NOTES 1. ALL FASTENERS CALLED OUT ON DETAILS FROM THIS SHEET AS SPECIFIED BY "METALLIC BUILDING" METAL BUILDING MANUFACTURER. 2. METAL BUILDING MANUFACTURER TO DESIGN BUILDING, PANEL CONNECTIONS, ETC. TO COMPLY WITH 2001 FLORIDA BUILDING CODE, ACCESSORIES 1. TOILET ACCESSORIES MANUFACTURER — 'BOBRICK' — CONTACT: GORDON ASTLE & ASSOCIATES — (407) 339 — 6800 2. PROVIDE BLOCKING FOR MOUNTING OF ALL ACCESSORIES AS RECOMMENDED BY MANUFACTURER. SIGN CRITERIA BUILDING CODE: 2001 FLORIDA BUILDING CODE W/ CURRENT REVISIONS. WIND LOAD: FBC - 110 MPH, MATERIALS: ANCHOR BOLTS: ASTM A307 OR A36 ANCHOR STUDS: ASTM A108 CONCRETE (28 DAY) FOOTINGS: 3000 PSI SLAB ON GRADE: 3000 PSI TILT -UP PANELS: 3000 PSI DEFORMED BAR ANCHORS: ASTM A496 DRILLED -IN -ANCHORS: MOLLY PARABOND CAPSULE OR APPROVED EQUAL MASONRY: ASTM C90 (f'm=1500 PSI) 1900 PSI COMPRESSIVE STRENGTH ON NET AREA MORTAR: TYPE 'M' OR 'S' GROUT ASTM C270 2000 PSI COMPRESSIVE STRENGTH PIPE COLUMNS: ASTM A53, GRADE B REINFORCING BARS / STEEL: ASTM A615, A616, GRADE 60 STRUCTURAL STEEL: ASTM A36 WELDED WIRE FABRIC: ASTM A185 CONCRETE NOTES 1. ALL CONCRETE WORK TO BE DONE IN STRICT ACCORDANCE WITH THE ACI 318 AND ACI 301. 2. CONCRETE MIX DESIGN CRITERIA: CONCRETE (28 DAY): TYPE I PORTLAND CEMENT ASTM C150 - 3000 PSI COMPRESSIVE STRENGTH ® 28 DAYS (U.N.O.) WATER/CONCRETE RATIO: LESS THAN OR EQUAL TO .58 SLUMP: SLAB -ON -GRADE: 5 INCHES OTHER: 3 INCHES WATER: POTABLE CHLORIDE: NONE AGGREGATES: NORMAL WEIGHT - ASTM C33 3. CONCRETE SLAB REINFORCING SHALL BE WELDED WIRE FABRIC(SIZE AS NOTED) OR FIBERMESH PREMIXED IN CONCRETE PRIOR TO SITE DELIVERY. 4. CONSTRUCTION JOINTS DESIGN AND LOCATIONS SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS, ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 5. VERIFY ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. - PRIOR TO PLACING CONCRETE. 6. ALL REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE PER ASTM A615 GRADE 60, CONTINUOUS AND SPLICE WITH A FULL 24 INCH LAP (MINIMUM). PROVIDE CORNER BARS FOR ALL CORNERS AND INTERSECTIONS. MASONRY NOTES 1. All masonry, design, material and workmanship shall be in strict accordance with the ACI Standard Building Code requirements for concrete masonry structures: ACI 530/ACI 530.1. 2. CMU cells indicated in plan N or notes as filled cells shall be grouted with 3000 PSI concrete (8" to 10" slump) w/ (1)#5 vertical minimum. 3. Provide a minimum of (1) filled CMU cell shall be located under concentrated loads, at all corners, at each end of openings 6'-0" long and greater, at ends of walls and in emu walls at 6'-0" MAX. OC (Typical U.O.N.).. 4. Provide HORIZONTAL JOINT REINFORCING, W1.7 or "Dur—O—Wall° truss type reinforcing at 16" OC vertical in all CMU walls. 5. Provide dovetail anchors for the full height of columns where independent concrete columns are abutted by masonry walls. 6. CMU concrete blocks shall conform to ASTM C-90 (28 day strength 2000 PSI) (f'm = 1500 PSI), laid in running bond. Stack bond walls shall have 9 gauge horizontal joint reinforcement 0 16" o.c. vertical in addition to typical vertical reinforcement. 7. All mortar joints for hollow masonry units shall extend the full width of face shells. Mortar joints for solid masonry units shall be full head and bed joints — 3/8" thick typical. 8. Provide a 8"x16" bond beam with (1) #5 bar. At corners provide continuity by using corner bars or end hooks. 9. Lap Splice for a #5 bar to be 30 inches. 10. Filled cells shall be vibrated during placement using a "Pencil" vibrator. �, Vk SEAL 0 � L � .� O J ^� ece! +1 JcUCV� �L -C N n� in E C "U W C 0— aoU) Eo t0 o LL m� - W sheet number cadd filenamee RJ5903SC ZODNEY JEFFERSON ARCHITECT COPYRIGHT © 2003 DESCRIPTION MANUF. NO. E SOAP DISPENSER 5-2112 EACH TOILET �I MIRROR - HC B-293 2436 u EACH TOILET TOILET TISSUE D15PENSER 8-2840 W/ SHELF - EACH TOILET ROSE HOOK ON 5ACK OF E3-76-11 DOOR EACH TOILET 42" CRAE3 5AR EACH TOILET I36" GRAB BAR LL I EACH TOILET PAPER TOWEL DISPENSER / 8-3944 WA5TE RECEPTACLE 1. TOILET ACCESSORIES MANUFACTURER — 'BOBRICK' — CONTACT: GORDON ASTLE & ASSOCIATES — (407) 339 — 6800 2. PROVIDE BLOCKING FOR MOUNTING OF ALL ACCESSORIES AS RECOMMENDED BY MANUFACTURER. SIGN CRITERIA BUILDING CODE: 2001 FLORIDA BUILDING CODE W/ CURRENT REVISIONS. WIND LOAD: FBC - 110 MPH, MATERIALS: ANCHOR BOLTS: ASTM A307 OR A36 ANCHOR STUDS: ASTM A108 CONCRETE (28 DAY) FOOTINGS: 3000 PSI SLAB ON GRADE: 3000 PSI TILT -UP PANELS: 3000 PSI DEFORMED BAR ANCHORS: ASTM A496 DRILLED -IN -ANCHORS: MOLLY PARABOND CAPSULE OR APPROVED EQUAL MASONRY: ASTM C90 (f'm=1500 PSI) 1900 PSI COMPRESSIVE STRENGTH ON NET AREA MORTAR: TYPE 'M' OR 'S' GROUT ASTM C270 2000 PSI COMPRESSIVE STRENGTH PIPE COLUMNS: ASTM A53, GRADE B REINFORCING BARS / STEEL: ASTM A615, A616, GRADE 60 STRUCTURAL STEEL: ASTM A36 WELDED WIRE FABRIC: ASTM A185 CONCRETE NOTES 1. ALL CONCRETE WORK TO BE DONE IN STRICT ACCORDANCE WITH THE ACI 318 AND ACI 301. 2. CONCRETE MIX DESIGN CRITERIA: CONCRETE (28 DAY): TYPE I PORTLAND CEMENT ASTM C150 - 3000 PSI COMPRESSIVE STRENGTH ® 28 DAYS (U.N.O.) WATER/CONCRETE RATIO: LESS THAN OR EQUAL TO .58 SLUMP: SLAB -ON -GRADE: 5 INCHES OTHER: 3 INCHES WATER: POTABLE CHLORIDE: NONE AGGREGATES: NORMAL WEIGHT - ASTM C33 3. CONCRETE SLAB REINFORCING SHALL BE WELDED WIRE FABRIC(SIZE AS NOTED) OR FIBERMESH PREMIXED IN CONCRETE PRIOR TO SITE DELIVERY. 4. CONSTRUCTION JOINTS DESIGN AND LOCATIONS SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS, ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 5. VERIFY ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. - PRIOR TO PLACING CONCRETE. 6. ALL REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE PER ASTM A615 GRADE 60, CONTINUOUS AND SPLICE WITH A FULL 24 INCH LAP (MINIMUM). PROVIDE CORNER BARS FOR ALL CORNERS AND INTERSECTIONS. MASONRY NOTES 1. All masonry, design, material and workmanship shall be in strict accordance with the ACI Standard Building Code requirements for concrete masonry structures: ACI 530/ACI 530.1. 2. CMU cells indicated in plan N or notes as filled cells shall be grouted with 3000 PSI concrete (8" to 10" slump) w/ (1)#5 vertical minimum. 3. Provide a minimum of (1) filled CMU cell shall be located under concentrated loads, at all corners, at each end of openings 6'-0" long and greater, at ends of walls and in emu walls at 6'-0" MAX. OC (Typical U.O.N.).. 4. Provide HORIZONTAL JOINT REINFORCING, W1.7 or "Dur—O—Wall° truss type reinforcing at 16" OC vertical in all CMU walls. 5. Provide dovetail anchors for the full height of columns where independent concrete columns are abutted by masonry walls. 6. CMU concrete blocks shall conform to ASTM C-90 (28 day strength 2000 PSI) (f'm = 1500 PSI), laid in running bond. Stack bond walls shall have 9 gauge horizontal joint reinforcement 0 16" o.c. vertical in addition to typical vertical reinforcement. 7. All mortar joints for hollow masonry units shall extend the full width of face shells. Mortar joints for solid masonry units shall be full head and bed joints — 3/8" thick typical. 8. Provide a 8"x16" bond beam with (1) #5 bar. At corners provide continuity by using corner bars or end hooks. 9. Lap Splice for a #5 bar to be 30 inches. 10. Filled cells shall be vibrated during placement using a "Pencil" vibrator. �, Vk SEAL 0 � L � .� O J ^� ece! +1 JcUCV� �L -C N n� in E C "U W C 0— aoU) Eo t0 o LL m� - W sheet number cadd filenamee RJ5903SC ZODNEY JEFFERSON ARCHITECT COPYRIGHT © 2003 c.7 w C) EllQ z 0 cn L LtLt w W MiA 0 0 0 z 0 GO cn Mt 0 - Lo Z W O n, _ r z Q 0 0 W z CD V) cn Q O z U W_ O cl Of W _ F— O Z 0 0 W W 0 C:) a 0 C-) W z U c W U 0 Q LJ LJ rillW M 0 z J Ln V) z 0 d U Li U W W Cn CDz Q z a Cn Z W M_ CDU W W vi z �n W 0 a z Q Q W a vS z Q r W W _ z cn ry W W 0 W 0 0 z Q CD _ r d 0 U Q J Z 0 0 U ry C_; Of a z r z c C: N DESIGN TEAM OWNER DELPHINI CONSTRUCTION COMPANY 845 Sunshine Lane Altamonte Springs, Florida 32714 Phone (407) 830-7447 Fax (407) 830-7429 ARCHITECT RODNEY JEFFERSON ARCHITECT 9055 Floribunda Drive Orlando, Florida 32818 Phone (407) 291-8406 Fax (407) 293-5015 NOTES 1. LEGAL DESCRIPTION AND SURVEY INFORMATION AS SUPPLIED BY OWNER. SEE CIVIL ENGINEERING BY KENNETH H. ENLERS, P.E. 2. FINISH FLOOR ELEVATION IS REFERENCED FROM 0'-0" - SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION. 3. THIS STRUCTURE IS NOT DESIGNED TO BE IN 100 -YEAR FLOOD PLAIN. 4. ALL EXTERIOR SIGNAGE REQUIRES A SEPARATE PERMIT. 5. PROVIDE APPROVED STREET ADDRESS/SUITE NUMBER POSTIONED SUCH AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. LETTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH A 6" HIGH MINIMUM CHARACTER WITH A 3/4" STROKE RECOMMENDED. 6. SEE DRAWINGS BY OTHERS FOR PRE-ENGINEERED STRUCTURE, STRUCTURAL ENGINEERING, MECHANICAL DESIGN, ELECTRICAL DESIGN, AND PLUMBING DESIGN. NORTH ARROW SPACE IDENTIFICATION SYMBOLS LEGEND LIVING SPACE NAME Dr1e'Nk A 1234 SPACE NUMBER DETAIL1 ANCHOR BOLT DETAIL NUMBER REFERENCE A-� SHEET NUMBER REQD. REQUIRED DETAIL NUMBER A/C DETAIL DIAM. DIAMETER DETAILr� 2 O.A. OVERALL TITLE 5CALE=1/4' = 1'-0' V.T.R. VENT THROUGH ROOF ACOUST. ACOUSTICAL CADD FILE NAME ELEVATION HEIGHT IDENTIFICATION MULTIPLE INTERIOR ELEVATION REFERENCE PARTITION TYPE IDENTIFICATION EQUIPMENT IDENTIFICATION WINDOW IDENTIFICATION DOOR IDENTIFICATION SECTION ORIENTATION�\ REVISION SECTION NUMBER WALL SECTION 1 IDENTIFICATION REFERENCE A -m DRAWING ON WHICH SECTION OCCURS SECTION ORIENTATION BUILDING SECTION I SECTION NUMBER 1 COLUMN REFERENCE A-0 DRAWING ON WHICH A—m IDENTIFICATION SECTION OCCURS Gordon Street Warehouses ARCHITECTURAL SITE PLAN CORDON STREET (50' R/W) ............... _,:.._........................ s N 89°5429 E 235.00'W111 ,„,,,,,,,,,»...,,,..,:...,,,..: r r K :£ SEE CIVIL DRAWINGS BY KEN ENLERS, PE FOR ALL 51TE WORK - THIS 15 FOR REFERENCE ONLY BUILDING NO_ I -- TYPE 'C' 3 1q BUILDING NO. 4 TYPE 'A' „, a PAiI - 5EE o e1vlL DOZAWINGS SLAI ki BUILDING NO. 2 TYPE 'B' w R `— A h] � v � o o 'a BUILDING NO. 5 TYPE 'A' I BUILDING NO. 3 , f•�n 5 TYPE 'C' ,1 „ 1 :, . ... /{ 9235. . i »3 S 89"542235.00'...SCHEMATIC A ARCHITECTURAL. SITE PLAN SCALE:]" = 30' . ....... - "I'll, I'll ­­­. .-I ­­ T( ) 5W381TE 0'-0. HEIGHT MV FINISH FLOOR— IDENTIFICATION 0--PARTITION NUMBER TYPE 2�— EQUIPMENT NUMBER _A� WINDOW LETTER DOOR NUMBER REVISION NUMBER I; COLUMN CENTERLINE 1 COLUMN NUMBER MATERIALS LEGEND PLAN STUD FRAME WALL I -HOUR FIizE RATED WALL 2- HOUR FIRE RATED WALL FRAt-IE WALL W/ INSULATION r BRIGK CONCRETE MASONRY BLOCK WALL POURED CONCRETE WALL SECTION = D IMEN510NAL LUMBER GUT LUMBER �- PLYWOOD ELEVATION BATT INSULATION RIGID FOAM / INSULATION EARTI-4 FILL 11 GONGRETE MASONRY UNIT C i'P5UM WALL BOARD FLOOR TRUSS MARBLE METAL INSULATION (RIGID) C;LA55 INDEX OF DRAWINGS ARCHITECTURAL A-1 COVER SHEET A -2b FLOOR / ROOF PLANS / ELEV. A-3 DOOR / WINDOW SCHEDULES A-4 BUILDING / WALL SECTIONS LOCATION MAP (D WEST 5TH STREET GORDON STREET SITE p � 4 z � Q � U 4 Y_ STANDARD ABBREVIATIONS A.B. ANCHOR BOLT ELEVATION 1 ORIENTATION 2 ELEVATION NUMBER 3 0--PARTITION NUMBER TYPE 2�— EQUIPMENT NUMBER _A� WINDOW LETTER DOOR NUMBER REVISION NUMBER I; COLUMN CENTERLINE 1 COLUMN NUMBER MATERIALS LEGEND PLAN STUD FRAME WALL I -HOUR FIizE RATED WALL 2- HOUR FIRE RATED WALL FRAt-IE WALL W/ INSULATION r BRIGK CONCRETE MASONRY BLOCK WALL POURED CONCRETE WALL SECTION = D IMEN510NAL LUMBER GUT LUMBER �- PLYWOOD ELEVATION BATT INSULATION RIGID FOAM / INSULATION EARTI-4 FILL 11 GONGRETE MASONRY UNIT C i'P5UM WALL BOARD FLOOR TRUSS MARBLE METAL INSULATION (RIGID) C;LA55 INDEX OF DRAWINGS ARCHITECTURAL A-1 COVER SHEET A -2b FLOOR / ROOF PLANS / ELEV. A-3 DOOR / WINDOW SCHEDULES A-4 BUILDING / WALL SECTIONS LOCATION MAP (D WEST 5TH STREET GORDON STREET SITE p � 4 z � Q � U 4 Y_ STANDARD ABBREVIATIONS A.B. ANCHOR BOLT DET. DETAIL H.B. HOSE BIB MTL. METAL REQD. REQUIRED VOL. VOLUME A/C AIR CONDITIONER DIAM. DIAMETER H.C. HOLLOW CORE O.A. OVERALL REV. REVISION / REVERSE V.T.R. VENT THROUGH ROOF ACOUST. ACOUSTICAL DIM. DIMENSION HDWR HARDWARE O.C. ON CENTER RM. ROOM W. WIDTH / WIDE / WASH ADJ. ADJACENT DISP. DISPOSAL H.M. HOLLOW METAL O.D. OUTSIDE DIAMETER ROS ROUGH SAWN W.C. WATER CLOSET A.H.U. AIR HANDLER UNIT D.I. DEAD LOAD HORIZ. HORIZONTAL OPP. OPPOSITE S.C. SOLID CORE WD. WOOD ALUM. ALUMINIUM DN. DOWN HT. HEIGHT OPT. OPTIONAL SCHED. SHEDULE W.D.W. WINDOW ALT. ALTERNATE D.W. DISHWASHER HTG HEATING P. PANTRY SEC. SECTION W.H. WATER HEATER APPROX. APPROXIMATE DWG. DRAWING HTR. HTR P.C. PULL CHAIN SH. SHELF W.I.C. WALK-IN-CLOSFT BRG. BEARING LA. EACH IN. INCHES PED. PEDESTAL SLIT. SHEET W.P. WATERPROOF BD. BOARD F.J. EXPANSION JOINT INSUL. INSULATION PERP. PERPENDICULAR DIM. SIMILAR c BLDG. BUILDING ELEV. ELEVATION INT. INTERIOR PL PLATE S.G.D. SLIDING GLASS DOOR drawn by: RLJ BLK. BLOCK EQ. EQUAL JST. JOIST. PWD PLYWOOD SQ. SQUARE B.M. BEAM EST. ESTIMATE JT. JOINT PROP PROPERTY S.S STAINLESS STEEL RODNEY JEFFERSON ARCHITECT BTM. BOTTOM EXIST. EXISTING LB. POUND P.S.F. POUND PER SQUARE FOOT STD. STANDARD COL. COLUMN EXT. EXTERIOR LAM. LAMINATED P.S.I. POUND PER SQUARE INCH STO. STORAGE CER, CERAMIC FN.FL. FINISH FLOOR LAV, LAVATORY P.T. PRESSURE TRATED STR. STRUCTURAL C.J. CONSTRUCTION JOINT FIN. FINISH LTG. LIGHTING PTN. PARTITION SUB. SUBSTITUTE CLG. CEILING E.G. FIXED GLASS MATL, MATERIAL P.H. PAPER HOLDER SUP. SUPPORT C.M.U. CONCRETE BLOCK F.P. FIREPLACE MAX. MAXIMUM QUAL. QUALITY T.C. TRASH COMPACTOR GONG. CONCRETE FT. FEET M.C. MEDICINE CABINET QUAN. QUANTITY TEMP. TEMPERATURE CONST. CONSTRUCTION FTG. FOOTING MECH. MECHANICAL R.A.G. RETURN AIR GRILL THK. THICK/THICKNESS CONT. CONTINUOUS GA. GAGE MIN_ MINIMUM RAD. RADIUS TYP. TYPICAL CTR. CENTER GALV. GALVANIZED MISC. MISCELLANEOUS R.D. ROOF DRAIN U.L. UNDERWRITERS LABORATORY D DRYER GL. GLASS M.O. MASONRY OPENING REF. REFRIGERATOR VENT. VENTILATION DBL. DOUBLE GYP. GYPSUM M.T. METAL THRESHOLD REINF. REINFORCE VERT. VERTICAL V, SEAL E � a C c J 0 L ._� 0- a a E V Al V) C C W E -) 0'� 00� �o W V� W V0 0 .c L U W �o NW �� oI 44 U Q 0 6W L L 4 00 D U c OM '4%. 00 � L 0 W d C3 ++ o L N 1” c .4 v U o U6 L r U 2 O Q J Q 0 0 C LiL D M O6� O ao '0 °° Q, L L rn If) C C14 c A, U a W ¢ � U U 44- Z L 0 ° o a L � Q az Q c 70 z job no: RJ5903 drawn by: RLJ date: PERMIT 11/13/03 revisions= Ol 12/11/03 2 O sheet number cadd filename RJ5J©3Cv RODNEY JEFFERSON ARCHITECT Li COPYRIGHT (2 2003 v U ¢ Of 0 V) w w w r w z a 0 0 w z 0 Lr) V) M Of w a - ;z w w 0 ¢ CL 0 z 0 0 w z CD V) ¢ 0 z U w 0 Of w 0 z 0 L� 0 w ZD w Of Q 0 w 0 U 0 LJ c� z a 0 w U ZD 0 0 Of clw LJ M F- 0 Z-1 J J z 0 F- a U Li U w 0 Z! cri 0 z a a F - :z w L) U 0 a w N w rr; z w 0 0 z ¢ vi ¢ w 0 z J CL w Ln w z cn ckfw 0- 0 Of D_ LJ LJ 0 0 z 0 W r CL 0 J z 0 M M 0 U V) LJ LJ w r m w W w U F- U ckfz ctf 0 w w w w r w z 0 0 Of m A RIDGE TRIM FRONT ELEVATION A Sc = I' A RIDGE TRIM \/ STRUCTURAL STANDING SEAM METAL ROOFING - TYP. O O 12 STRUCTURAL STANDING SEAM 5 I METAL ROOFING - TYP. S f 12 1 18'-0' EAVE N � c i • 5 " € 1 0 C c N 4-' U) W C C C D 0'L 5 5 oUV) �o LO 0 L� 6x6 METAL GUTTER TYP. 00 PREFINISHED METAL BUILDING J g W e PANELS -TYP f Pk i k e Ky 5 t h g 5 y. ..i PAINTED SMOOTH -FACE CMU - TYP. r rr y q � m .�s, f, § ,,, 9�,.,.,.e s. y k i s 1 6 � 6 _ ' .� 5 y S, ,q.✓'.:.,,�.nkm6vavivH,,+ i r2•. h „L f / .s wSx,•�,a. ,.xv,6.a,v`,..in �,•i,,,•I,,.,d„vy..n�avpvn+..uw n 1 0 c y ............. i O .. ., ....... ..:...,,: .:,,: ............. ......... ............ ..,......... ... 4,1 0 . ,: C 6x6 METAL DOWNSPOUT - T'TP- ir 0 00 0 B 0 0 J Li. SPLIT -FACE CMU - TYP. n0 CC E a> o 0 ....::.f:;l:; � O L o C) rn O " N � m c s L U o � 0 ¢ �,:z,� L io '0 Q C LW 0 .5, �- 0 tl -0 0° y AL m I[� a' W .< Z L o ccr U L n o ¢_ 0'-0' FINISH FLOOR 0 job no-- RJ5903 drawn by: RLJ date: PERMIT 11/13/03 revisions: 0 A \/ STRUCTURAL STANDING SEAM METAL ROOFING - TYP. X -BRACING REAR ELEVATION RIGHT SIDE ELEVATION SCALE: 1/8' m 1'-0' 8' 29'-4' 29'-4” 9 A-4 S. TYPICAL VERTICAL FILLED CELLI 1-05 BAR IN GROUT FILLED CELL,.' SLAB TO TIE BEAM ■ I �— — °° %,. 1 _0N I ROUGH -IN FOR �' _0 5 FUTURE USE 5 _ 4 4 -- 7 5 I 0-0' FINISH FLOOR TOP OF 5LA5 0 0 8 � i[► I 5 I BOTTLED WATER DISPENSER W/ CUP HOLDER 0 BOLLARD - TYP. I DOWNSPOUT - TYP- o O o O -1/2 tYP. N 1 13'-1” 12'-0' 4'-5 11'-8' 4'-6' '- ” 71'-Ol 4'-6' ' 60'-0" FLOOR PLAN 'B' o' 2' 4' 8' 16' NOTES: (9 (: 1. SEE SHEET A-3 FOR DOOR / WINDOW SCHEDULES. LIFE SAFETY LEGEND EXIT LIGHT (SEE ELECTRICAL) PRIMARY EGRESS NEW 4 ABC TYPE PORTABLE FIRE EXTINGUISHER - COORDINATE EXACT LOCATIONS W/ LIGHT SWITCHES FE AND OTHER EQUIPMENT EMERGENCY LIGHTS W/ BATTERY PACK �b LEFT SIDE ELEVATION SCALE. 1/8' = 1'-0' (px6 GUTTER Rmr,ww OOF 6x6 GUTTER 0' 2' 4' 8' 16' .0 GENERAL NOTES 1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITING A BID AND PRIOR TO THE START OF ANY WORK. ALL INCONSISTENCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BIDDING AND CONSTRUCTION. 2. THE CONTRACTOR SHALL INFORM HIMSELF OF ALL EXISTING CONDITIONS AND LIMITATIONS OF THE SITE. 3. ALL DIMENSIONS ARE NOMINAL (UNLESS NOTED OTHERWISE.) 4. IN THE ABSENCE OF DETAILED SPECIFICATIONS, IT IS THE INTENT THAT THE WORK INDICATED ON THESE DRAWINGS BE PERFORMED IN A WORKMANLIKE MANNER AND BE COMPLETE IN EVERY RESPECT FOR OCCUPANCY BY THE OWNER. TOLERANCES ARE TYPICALLY 1/8" IN 10'-0". 5. ALL WORK OR MATERIALS NOT SHOWN ON THE DRAWINGS, BUT NORMALLY REQUIRED TO COMPLETE THE WORK, SHALL BE FURNISHED, PERFORMED, AND DONE BY THE GENERAL CONTRACTOR AS IF THE SAME WERE SHOWN ON THE DRAWINGS. 6. FLASH ALL ROOF PENETRATIONS WATERTIGHT WITH MATERIALS WHICH ARE COMPATIBLE WITH ROOFING MATERIALS. COMPLY WITH "SMACNA" RECOMMENDATIONS AND STANDARDS FOR INSTALLATION. 7. INSTALL ALL MATERIALS PER MANUFACTURER'S RECOMMMENDATIONS. 8. FIELD VERIFY ALL DIMENSIONS AND ROUGH -IN DIMENSIONS WITH ACTUAL CONDITIONS. 9. ALL SYSTEMS AND CONSTRUCTION TO BE COMPLETE IN EVERY RESPECT AND OPERATIONAL FOR THE PURPOSE FOR WHICH THEY WERE INTENDED. PROVIDE OWNER WITH ALL WARRANTIES FOR MATERIALS, SYSTEMS, ETC. 10. PROVIDE NEW HVAC, ELECTRICAL AND PLUMBING SYSTEMS AS REQUIRED. SUBCONTRACTORS TO PROVIDE DRAWINGS FOR PERMIT AND ALL LABOR, MATERIALS, AND ANY MISCELLANEOUS ITEMS NECESSARY FOR COMPLETED SYSTEMS READY FOR OPERATION. 11. UNLESS OTHERWISE INDICATED, ALL EQUIPMENT, MATERIALS, FINISHES, COLORS, ETC., SHALL BE SELECTED BY OWNER. 12. ARCHITECT ASSUMES NO LIABILITY FOR CHANGES MADE IN THE FIELD OR EXISTING CONDITIONS. 13. WHERE INCONSISTENCIES OR CONFLICTS OCCUR WITHIN THE DRAWINGS, THE MORE STRINGENT SHALL GOVERN. REPORT THESE IN WRITING TO THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 14. PAINTING SHALL BE AS DIRECTED BY OWNER. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR ALL APPLICATIONS. 15. METAL BUILDING SYSTEM: ROOF PANELS: "R" PANEL - 26 GAUGE WALL PANELS: "A" PANEL - 26 GAUGE 16. METAL WALL PANELS SHALL BE ANCHORED TO WITHSTAND 110 MPH WINDLOAD. 17. METAL WALL AND ROOF PANELS TO BE FACTORY APPLIED SIGNATURE 200 SILICON POLYESTER PAINT FINISH WITH 20 YEAR FINISH WARRANTY. SUBMIT ALL COLOR SAMPLES TO OWNER FOR APPROVAL. CODE DATA APPLICABLE BUILDING CODES FLORIDA BUILDING CODE - 2001 w/ REVISIONS NFPA 101, LIFE SAFETY CODE - 2000 FLORIDA FIRE PREVENTION CODE - 2001 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPANCY TYPES: FBC CHAPTER 3: STORAGE - GROUP S CONSTRUCTION TYPES: FBC: TYPE VI / UNPROTECTED / UNSPRINKLED FBC TABLE 500 ALLOWABLE BUILDING AREA: 6,000 S.F. ALLOWABLE BUILDING HEIGHT: 1 STORY - 40' ACTUAL BUILDING HEIGHT: 1 STORY - 21'+/ - ACTUAL BUILDING AREA: 3,600 S.F. FBC TABLE 600 INTERIOR BEARING / NON-BRG WALLS: 0 HR COLUMNS: 0 HR BEAMS, GIRDERS, TRUSSES: 0 HR ROOFS / CEILINGS: 0 HR EXTERIOR BEARING / NON-BRG WALLS: 0' TO 3' 1 HR >3' 0 HR FBC TABLE 704.1 OCCUPANCY SEPARATION REQUIREMENTS TENANT SEPARATION: S2 LOW HAZARD - 2 HR FBC 704.3.1 - BUILDINGS OF SINGLE OCCUPANCY TENANT SEPARATION: 1 HR FBC TABLE 1003.1 OCCUPANCY LOAD REQUIREMENTS: AREA PER OCCUPANT: S - 1 OCC / 300 SF GROSS 3600 SF / 300 = 12 OCCUPANTS NUMBER OF EXITS PROVIDED: 2 FBC TABLE 1004 - EGRESS REQUIREMENTS: MAXIMUM DISTANCE OF TRAVEL - GROUP S: UNSPRINKLED - 200' EGRESS WIDTH PER PERSON SERVED - GROUP S: .2" NUMBER OF EGRESS EGRESS SPACE AREA OCCUPANTS REQUIRED PROVIDED STORAGE: 3600 SF/300=12 x .2" = 2.4" 67" MINIMUM CORRIDOR/AISLE WIDTH REQ'D-GROUP S: 44" MAXIMUM DEAD END CORRIDOR: 20' FPC TABLE 403.1 PLUMBING FIXTURE REQUIREMENTS: WC LAV DF SS REQUIRED: 1/100 1/100 1/1000 1 PROVIDED: 1 1 1* 1 FPC 403.2.2 - SEPARATE TOILET FACILITIES NOT REQUIRED FOR 15 OR LESS EMPLOYEES - EACH SPACE HAS LESS THAN 15 EMPLOYEES. *FPC 410.1 - G.C. TO PROVIDE BOTTLED WATER W/ 4' CLEARANCE IN FRONT, FLAT BOTTOM CUPS AND TRAY UNDER SPOUT TO SIT CUP r 5 SEAL S f N � c • 5 " € 1 0 C c N 4-' U) W C C C D 0'L 5 5 oUV) �o LO 0 L� 'S 00 W J g W e f Pk i k e Ky "f 5 y,. i ..,. :,,,.,N'.'.1„ „f ,..�„k £ h g 5 y. ..i R r rr y q � m .�s, f, § ,,, 9�,.,.,.e s. y k i s 1 6 � 6 9 ,�. .� .�..•r.,.54.,,y_�„y„3«, i.,,s,,.�..,� k .� 5 y S, ,q.✓'.:.,,�.nkm6vavivH,,+ i r2•. h „L f / .s wSx,•�,a. ,.xv,6.a,v`,..in �,•i,,,•I,,.,d„vy..n�avpvn+..uw ♦.1 0 c y 0 0L -D 0 O X -BRACING REAR ELEVATION RIGHT SIDE ELEVATION SCALE: 1/8' m 1'-0' 8' 29'-4' 29'-4” 9 A-4 S. TYPICAL VERTICAL FILLED CELLI 1-05 BAR IN GROUT FILLED CELL,.' SLAB TO TIE BEAM ■ I �— — °° %,. 1 _0N I ROUGH -IN FOR �' _0 5 FUTURE USE 5 _ 4 4 -- 7 5 I 0-0' FINISH FLOOR TOP OF 5LA5 0 0 8 � i[► I 5 I BOTTLED WATER DISPENSER W/ CUP HOLDER 0 BOLLARD - TYP. I DOWNSPOUT - TYP- o O o O -1/2 tYP. N 1 13'-1” 12'-0' 4'-5 11'-8' 4'-6' '- ” 71'-Ol 4'-6' ' 60'-0" FLOOR PLAN 'B' o' 2' 4' 8' 16' NOTES: (9 (: 1. SEE SHEET A-3 FOR DOOR / WINDOW SCHEDULES. LIFE SAFETY LEGEND EXIT LIGHT (SEE ELECTRICAL) PRIMARY EGRESS NEW 4 ABC TYPE PORTABLE FIRE EXTINGUISHER - COORDINATE EXACT LOCATIONS W/ LIGHT SWITCHES FE AND OTHER EQUIPMENT EMERGENCY LIGHTS W/ BATTERY PACK �b LEFT SIDE ELEVATION SCALE. 1/8' = 1'-0' (px6 GUTTER Rmr,ww OOF 6x6 GUTTER 0' 2' 4' 8' 16' .0 GENERAL NOTES 1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITING A BID AND PRIOR TO THE START OF ANY WORK. ALL INCONSISTENCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BIDDING AND CONSTRUCTION. 2. THE CONTRACTOR SHALL INFORM HIMSELF OF ALL EXISTING CONDITIONS AND LIMITATIONS OF THE SITE. 3. ALL DIMENSIONS ARE NOMINAL (UNLESS NOTED OTHERWISE.) 4. IN THE ABSENCE OF DETAILED SPECIFICATIONS, IT IS THE INTENT THAT THE WORK INDICATED ON THESE DRAWINGS BE PERFORMED IN A WORKMANLIKE MANNER AND BE COMPLETE IN EVERY RESPECT FOR OCCUPANCY BY THE OWNER. TOLERANCES ARE TYPICALLY 1/8" IN 10'-0". 5. ALL WORK OR MATERIALS NOT SHOWN ON THE DRAWINGS, BUT NORMALLY REQUIRED TO COMPLETE THE WORK, SHALL BE FURNISHED, PERFORMED, AND DONE BY THE GENERAL CONTRACTOR AS IF THE SAME WERE SHOWN ON THE DRAWINGS. 6. FLASH ALL ROOF PENETRATIONS WATERTIGHT WITH MATERIALS WHICH ARE COMPATIBLE WITH ROOFING MATERIALS. COMPLY WITH "SMACNA" RECOMMENDATIONS AND STANDARDS FOR INSTALLATION. 7. INSTALL ALL MATERIALS PER MANUFACTURER'S RECOMMMENDATIONS. 8. FIELD VERIFY ALL DIMENSIONS AND ROUGH -IN DIMENSIONS WITH ACTUAL CONDITIONS. 9. ALL SYSTEMS AND CONSTRUCTION TO BE COMPLETE IN EVERY RESPECT AND OPERATIONAL FOR THE PURPOSE FOR WHICH THEY WERE INTENDED. PROVIDE OWNER WITH ALL WARRANTIES FOR MATERIALS, SYSTEMS, ETC. 10. PROVIDE NEW HVAC, ELECTRICAL AND PLUMBING SYSTEMS AS REQUIRED. SUBCONTRACTORS TO PROVIDE DRAWINGS FOR PERMIT AND ALL LABOR, MATERIALS, AND ANY MISCELLANEOUS ITEMS NECESSARY FOR COMPLETED SYSTEMS READY FOR OPERATION. 11. UNLESS OTHERWISE INDICATED, ALL EQUIPMENT, MATERIALS, FINISHES, COLORS, ETC., SHALL BE SELECTED BY OWNER. 12. ARCHITECT ASSUMES NO LIABILITY FOR CHANGES MADE IN THE FIELD OR EXISTING CONDITIONS. 13. WHERE INCONSISTENCIES OR CONFLICTS OCCUR WITHIN THE DRAWINGS, THE MORE STRINGENT SHALL GOVERN. REPORT THESE IN WRITING TO THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 14. PAINTING SHALL BE AS DIRECTED BY OWNER. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR ALL APPLICATIONS. 15. METAL BUILDING SYSTEM: ROOF PANELS: "R" PANEL - 26 GAUGE WALL PANELS: "A" PANEL - 26 GAUGE 16. METAL WALL PANELS SHALL BE ANCHORED TO WITHSTAND 110 MPH WINDLOAD. 17. METAL WALL AND ROOF PANELS TO BE FACTORY APPLIED SIGNATURE 200 SILICON POLYESTER PAINT FINISH WITH 20 YEAR FINISH WARRANTY. SUBMIT ALL COLOR SAMPLES TO OWNER FOR APPROVAL. CODE DATA APPLICABLE BUILDING CODES FLORIDA BUILDING CODE - 2001 w/ REVISIONS NFPA 101, LIFE SAFETY CODE - 2000 FLORIDA FIRE PREVENTION CODE - 2001 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPANCY TYPES: FBC CHAPTER 3: STORAGE - GROUP S CONSTRUCTION TYPES: FBC: TYPE VI / UNPROTECTED / UNSPRINKLED FBC TABLE 500 ALLOWABLE BUILDING AREA: 6,000 S.F. ALLOWABLE BUILDING HEIGHT: 1 STORY - 40' ACTUAL BUILDING HEIGHT: 1 STORY - 21'+/ - ACTUAL BUILDING AREA: 3,600 S.F. FBC TABLE 600 INTERIOR BEARING / NON-BRG WALLS: 0 HR COLUMNS: 0 HR BEAMS, GIRDERS, TRUSSES: 0 HR ROOFS / CEILINGS: 0 HR EXTERIOR BEARING / NON-BRG WALLS: 0' TO 3' 1 HR >3' 0 HR FBC TABLE 704.1 OCCUPANCY SEPARATION REQUIREMENTS TENANT SEPARATION: S2 LOW HAZARD - 2 HR FBC 704.3.1 - BUILDINGS OF SINGLE OCCUPANCY TENANT SEPARATION: 1 HR FBC TABLE 1003.1 OCCUPANCY LOAD REQUIREMENTS: AREA PER OCCUPANT: S - 1 OCC / 300 SF GROSS 3600 SF / 300 = 12 OCCUPANTS NUMBER OF EXITS PROVIDED: 2 FBC TABLE 1004 - EGRESS REQUIREMENTS: MAXIMUM DISTANCE OF TRAVEL - GROUP S: UNSPRINKLED - 200' EGRESS WIDTH PER PERSON SERVED - GROUP S: .2" NUMBER OF EGRESS EGRESS SPACE AREA OCCUPANTS REQUIRED PROVIDED STORAGE: 3600 SF/300=12 x .2" = 2.4" 67" MINIMUM CORRIDOR/AISLE WIDTH REQ'D-GROUP S: 44" MAXIMUM DEAD END CORRIDOR: 20' FPC TABLE 403.1 PLUMBING FIXTURE REQUIREMENTS: WC LAV DF SS REQUIRED: 1/100 1/100 1/1000 1 PROVIDED: 1 1 1* 1 FPC 403.2.2 - SEPARATE TOILET FACILITIES NOT REQUIRED FOR 15 OR LESS EMPLOYEES - EACH SPACE HAS LESS THAN 15 EMPLOYEES. *FPC 410.1 - G.C. TO PROVIDE BOTTLED WATER W/ 4' CLEARANCE IN FRONT, FLAT BOTTOM CUPS AND TRAY UNDER SPOUT TO SIT CUP r SEAL N � c •� C J ,C � C0 ._+,�,a� . 0 C c N 4-' U) W C C C D 0'L oUV) �o LO 0 L� 00 W J 0 W rn L -Q z W L L0 J Ind UI ♦.1 0 c W 0 0L -D 0 O L L4- p 4,1 0 C ir 0 00 0 0 0 J Li. n0 CC E a> o 0 m ,9 0 0 m � O L o C) rn O " N � m c s L U o � 0 ¢ �,:z,� L io '0 Q C LW 0 .5, �- 0 tl -0 0° AL m I[� a' W .< Z L o ccr U L n o ¢_ Q z 0 job no-- RJ5903 drawn by: RLJ date: PERMIT 11/13/03 revisions: 0 A 0 0 sheet number A -2b cadd filename RJ5903FB RODNEY JEFFERSON ARCHITECT COPYRIGHT n 2003 U F�— U G O LLI w r w G ryD 0 L LL. G V) n' w n z w f - O 1 cl:f 0. 0 CL _ r L 0 0 w z V) nrlO U W a ce CL LLJF- C:) W 0 w Z) w 0 w CL 0 U 0 LLJz d _ U LLJa v r, a. w w m F- a L J crr cn L O U w a cn a vi CD a z w Mi U 0 CD w cn w _ t - Vi L Ca V, w 0 0 z Q LJ 0 V Z Q J w LL -1 t -- Z F�— rr w 0 LL w s O 0 z rx LL Z O V) 2 U) w Ld w LI) w CKrnr w w U U Q 2f 0 v� w r w z a a TEMPEREP GLAZING -A — EE SCHE _ EE ECHE _ FE SCHE W Dl - OVERHEAD STEEL D2 - INSUL METAL D3 - ALUM -A COIL INC3 DOOR REMARKS STOREFRONT WOOD MAT L BACKER ROD CONTINUOUS OVERHEAD DOOR 4 FRAME - �� HEAD AROUND FRAME EACH SIDE ANCHOR PER MANUFACTURER'S 1 D1 HOLLOW METAL DOOR FRAME RECOMMENDATIONS F1 ST PRE -GROUT SOLID - TINTED METAL (NOTE: GALVANIZE ALL EXTERIOR 192.0 +32.1 -24.6 - STEEL DOORS 4 FRAMES) Q D3 AL 3'-0" x 6'-8" Q AL TEMP - R PROVIDE COUNTERSUNK 20.0 +32.1 -24.6 G=ALVANIZED STEEL MA60NRY W/ WEATHERSTRIPPING 3 D4 SC 3'-0" x 6'-8" SCREWS IN FRAME 1w 12" O.C. MAX HM - - M WEATHERSTRIPPING - TYPICAL - :T - PAINTED GALV V x 2" x 1/0" CONC. RAINGUARD -a ALL EXTERIOR :L DOORS. EMBED IN 3'-0" x 6'-8" POLYURETHANE SEALANT U DOOR HEAD (JAMB SIM.) DOOR JAMS UU TO JAMB STUDS 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING ENTRY SLABl, i CONSTRUCTION N „i DRIP I � DOOR WHERE REQUIRE 11-1 M� M W 5FF 6CHFD — EE SCHE _ EE ECHE _ FE SCHE JAMB Dl - OVERHEAD STEEL D2 - INSUL METAL D3 - ALUM D4 - SOLID CORE COIL INC3 DOOR REMARKS STOREFRONT WOOD DOOR TYPE ELEVATIONS 6CA!_E:I/4' = I' -0 - Lu SEF DETAILS 0 FOR TRIM u N EE SCHE F1 - HOLLOW METAL ®�R FRAME TYI �� SEE PLAN(FIELD VERIFY) FINISH FLOOR A 6CALF-:1/4' = 1'-0' METAL 131- C* EXTERIOR METAL PANELS METAL BLDG. STRUCTURAL STEEL DOOR SCHEDULE Q ....::: , PRECAST MASONRY HEADER JAMB DETAILS ;% 5........... SEE STRUCTURAL cin W U z 1 P'OLYURETHANI= SEALANT 4 REMARKS Ii TYPE MAT L BACKER ROD CONTINUOUS OVERHEAD DOOR 4 FRAME - �� HEAD AROUND FRAME EACH SIDE ANCHOR PER MANUFACTURER'S 1 D1 HOLLOW METAL DOOR FRAME RECOMMENDATIONS F1 ST PRE -GROUT SOLID - TINTED METAL (NOTE: GALVANIZE ALL EXTERIOR 192.0 +32.1 -24.6 - STEEL DOORS 4 FRAMES) 2 D3 AL 3'-0" x 6'-8" (SEE DOOR SCHEDULE FOR SIZE) AL TEMP - DOOR IN FRAME PROVIDE COUNTERSUNK 20.0 +32.1 -24.6 G=ALVANIZED STEEL MA60NRY W/ WEATHERSTRIPPING 3 D4 SC 3'-0" x 6'-8" SCREWS IN FRAME 1w 12" O.C. MAX HM - - 1/4" RECESS WEATHERSTRIPPING - TYPICAL - ..................... - PAINTED GALV V x 2" x 1/0" CONC. RAINGUARD -a ALL EXTERIOR D2 DOORS. EMBED IN 3'-0" x 6'-8" POLYURETHANE SEALANT HM DOOR HEAD (JAMB SIM.) DOOR JAMS TYPICAL SLAB DOOR SCHEDULE Q DOOR FRAME V) cn —I z ry DETAILS 0 U) Q Vi a- Q o (n W U z + cin W U z 1 W n- < Q W = V) REMARKS NO. TYPE MAT L SIZE TYPE MAT'L HEAD JAMB SILL 1 D1 ST 12'-0"x16'-0" F1 ST - - TINTED METAL 192.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 2 D3 AL 3'-0" x 6'-8" F1 AL TEMP - DOOR IN FRAME 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 3 D4 SC 3'-0" x 6'-8" F1 HM - - 1/4" RECESS - - - - CONC. 4 D2 IM 3'-0" x 6'-8" F1 HM - - TYPICAL SLAB TO JAMB STUDS 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING ENTRY SLABl, i CONSTRUCTION „i DRIP I DOOR WHERE REQUIRE A5 REQ'D. WINDOW SCHEDULE 0 WINDOW cn CD W— LI ry DETAILS .� I I L o� QCD < o `.� �3: U z + `� U Z I REMARKS ID TYPE MAT'L SIZE HEAD JAMB SILL A SH ALUM 4'-6" x 5'-3" TEMP - 5 7 6 23.6 -1-32.1 -24.6 TINTED METAL THRESHOLD DOUl3LF 2x WOOD STUDS IN FULL BED 51HAL4 OF SEALANT i BOTH DOOR IN FRAME i SEE PLAN FOR SIZE SEE PLAN FOR FLOOR FINISH SEALANT BEAD CONTINUOUS AROUND FRAME- BOTH SIDES 's 1/4" RECESS f O.,ORD IN TE UJ/ WA41- t CONC. V,---- ---- HOLLOW METAL DOOR FRAM -------------- WITH 3 ANCHORS SCREWED `v TYPICAL SLAB TO JAMB STUDS ANP FOOTING ENTRY SLABl, i CONSTRUCTION „i DRIP I DOOR WHERE REQUIRE A5 REQ'D. CONC. BLOI PLAN FOR l THICKNE55 FIN15H - 6EI FLFV. CONC. LINTS W/ RE5AR C IN 6OLI1D - STRUCTURA SEALANT A BOTH SIDE; ALUMINUM U -�;YVVINDW HEAD DETAIL. IDTIDRO19 SCALE: 3" s I' -O' v / DTDR028 SCALE: 3" = 1'-0 \ '� f �� I OR 2 LAYERS GYPSUM BOARD - REFER TO. PART. TYPES TILE (WHERE CALLED FOR SEE PLAN ALUMIT DOOR SWEEP ON PLAN) OVER 1/2" CONCRETE E3ACICER BD METAL THRESHOLD DOUl3LF 2x WOOD STUDS IN FULL BED 51HAL4 OF SEALANT i BOTH DOOR IN FRAME i SEE PLAN FOR SIZE SEE PLAN FOR FLOOR FINISH SEALANT BEAD CONTINUOUS AROUND FRAME- BOTH SIDES 's 1/4" RECESS f O.,ORD IN TE UJ/ WA41- t CONC. V,---- ---- HOLLOW METAL DOOR FRAM -------------- WITH 3 ANCHORS SCREWED `v TYPICAL SLAB TO JAMB STUDS ANP FOOTING ENTRY SLABl, i CONSTRUCTION „i DRIP I DOOR WHERE REQUIRE A5 REQ'D. QTQROISA H.M. FRAME DETAIL - SCALE: 3" = 1'-O'\ "'!" / UTDR015 FIN15H ELEV. WINDOW SILL DETAIL DTWPMNO4 CONC. BLO( PLAN FOR L THICKNESS FINISH SEI ELEV. _OCKING FILLED CFL (1) 15 REBAI STRUCTURAL SCALE: 3' = 1'-0" SCALE: 3" = I' -O" % DTWDM804 SILL SEALANT AI BOTH 6IDFf ALUMINUM U, WINDOW JAMB DETAIL % DTL4)MJO4 HEAD EXTERIOR _OGKING SCALE: 3" = P-0' STRUCTURE 1/4" P.T. SHIM CONT. SEALANT W/ BACKER ROD PREFIN. ALUM. FRAME GASKET GLAZING AS SCHEDULED SILL L - SEE PREFIN. ALUM. DOOR R WALL THRESHOLD 35 FLOOR FINISH STOREFRONT DOOR DETAIL. SCALE: 3' = 1'-0" l PTWP5TO8A SCALE: 3" = 1'-O' General Notes WINDOW PRESSURES: All windows to be designed for 71-26 psf and –37 psf (Unless other noted in schedule). 2. All exterior doors and frames to be designed to withstand 110 mph windlood (FBC 1606). 3. Verify all door sizes and frames prior to installation to assure 7. proper operation of door unit. 4. Submit exterior door and window compliance reports signed and sealed by Florida licensed structural engineer. 5. All door hardware shall be ADA compliant lever handles and all hinges on exterior doors to be NRP. 6. Field verify all rough openings for windows. Maximum shim space shall be 1/4" all around. 7. Undercut interior toilet room doors 1 ". 8. Provide doors and frames in conformance with Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames" (SDI -100) and as indicated in project documents. Door / Window Legend AL - ALUM. STOREFRONT - FAC. HS - HORIZONTAL SLIDER FIN. - SEE WDW ELEV. IM - INSULATED METAL OF - BI -FOLD NO - NONE BP - BI -PASS PKT - POCKET DH - DOUBLE HUNG SC - SOLID CORE WOOD FP - FIBERGLASS REINFORCED SGD - SLIDING GLASS DOOR PLASTIC SH - SINGLE HUNG FR - FRENCH ST - STEEL FX - FIXED WD - WOOD GLB - GLASS BLOCK WDP - WOOD PAINT HC - HOLLOW CORE WOOD WDV - WOOD VARNISH HM - HOLLOW METAL WP - WOOD PANEL FIni8h Hardware 1. Finish Hardware shall be installed in accordance with proper practices recognized by the Door and Hardware Institute, 7711 Old Springhouse Road, Mclean, VA. 22102-3474 (verify latest address and phone) and ANSI BHMA A-156 series, ADA, and Florida Department of Community Affairs Accessibility Standards, 2. SUPPLIER: Finish hardware shall be furnished by a company having appropriate technical knowledge and experience to correctly interpret drawings and specifications. Supplier shall be prepared at all times during progress of installation to promptly provide competent Architectural Hardware Consultant (AHC) to approve its complete installation in order that all items shall be installed in the best manner and function properly. N M� SEAL N C } U V sm C J 0 �0C�� �L- ® -P V) W W E 0-U W C 0.L 00 U b- 00 Q sheet number A-3 ca.dd filename RJ5 03DR RODNEY JEFFERSON ARCHITECT COPYRIGHT © 2003 U F - Of z 0 LLJ cn w UJ w Z G (D C� 0 z 0 V) U) LJ z w F-- cr LJ F- C) - 0 r Clr" c� s Z 0 0 w z CD CD z U w 0 w w F�- U r Z U w cLJ w cn Ld w c� c:1 w 0 LLJU a U S U 0 a 0 cLrl w LJ CIDU Z J v, V) Z O r U C-) w v 0 Z vi cD ryry 0 z w U 0 0 w cn w t- j vJ w a U z U; a w 0 (/T L J w cn w Z V) F— w 0 LL w iE 0 0 z <c F-- 01 a 0 r> Z 0 v vJ w V) LLA r CID w w U s CD cn n, LLJ w w L' - w z d 0 ry TYPICAL WALL SECTION DTWLPE02 BUILDING SECTION 6CALE:1/4' = 1'-0' 15HED MTL 'ANEL 5ACKED 4TT rION 'ANEL NGLE EE3AR CONT. _D COURSE )NTAL RCING to 24' RT. - TYP. :D FLOOR WALL SECTION SCALE: I" = 1°-0' DTWL5T20 4 :JAF' P15PEN5ER D' x 45' MIN. CLE=AR FLOOR DACE CENTERED ON LAY 0" DIA. TURNING RADIUS APER TOWEL DISPENSER �' GRAE35AR 0" x 59' MIN. CLEAR FLOOR DACE AT HC WATER CLOSE=T DILET TISSUE DISPENSER ?'GRA515AR =RVICE SINK TYPICAL TOILET ROOM PLAIN.,. DTE3ATH02 SCALE: 1/4' = 1'-0" \Q t- o" O X , ^ —1 SOAP URINAL HC URINAL WATE=R LAV DISPENSER CLOSET I'-0" CLEAR, — GRA BAR 8 R f�AE3 TOP E:Ic� 5AR T155UE �, D 15PEN. o D 5P015AL UJ TISSUE O D15PEN. 31-0 2" HC WC TOILET ACCESSORY LOCATIONS SCALE: 3/4" = P-0"'\� DTTOILET NOTES 1. ALL FASTENERS CALLED OUT ON DETAILS FROM THIS SHEET AS SPECIFIED BY "METALLIC BUILDING" METAL BUILDING MANUFACTURER. 2. METAL BUILDING MANUFACTURER TO DESIGN BUILDING, PANEL CONNECTIONS, ETC. TO COMPLY WITH 2001 FLORIDA BUILDING CODE. SEAM ACCESSORIES ILDING A HC TILT MIRROR WA5HAE3LE PAINT ON WATER RESISTANT GYPSUM E30ARD - TYP SANITARY VINYL WALL BASE - TYP t' NOTE: SE=E= TYPICAL MOUNTING HEIGHT DETAIL FOR LOCATIONS OF ACCESSORIES DTTREL02 LAV IN COUNTER SCALE: 1/4" = 1'-0' 711 O ill NAND TOWEL FEMININE SHELF TISSUE DRYER BAR NAPKIN PAPER D15PO5AL DISPENSER MIRROR e - SOAP / DISP. / - o a.. - ZA MIN KNEE m —INSULATE EXP05ED PIP Ax HC LAV/MIR/SOAP DISPENSER PAPER TOWEL DISPENSER / D I SPOSAL SCALE: 3/8' = 1'-0" r 11 FEMININE ROBE NAPKIN HOOK DISPENSER 1. TOILET ACCESSORIES MANUFACTURER - 'BOBRICK' - CONTACT: GORDON ASTLE & ASSOCIATES - (407) 339 - 6800 2, PROVIDE BLOCKING FOR MOUNTING OF ALL ACCESSORIES AS RECOMMENDED BY MANUFACTURER. DESIGN CRITERIA 01 1 SEAL N � L 01 E 0 E � J C0 'CUWCV)N �b -C 0 +� In +' 0 W E C� W C 0'L tf) 0 L � Q BUILDING CODE: 2001 FLORIDA BUILDING CODE W/ CURRENT REVISIONS. WIND LOAD: FBC - 110 MPH. MATERIALS: ANCHOR BOLTS: ASTM A307 OR A36 M ANCHOR STUDS: ASTM A108 {J♦ CONCRETE (28 DAY) A, FOOTINGS: 3000 PSI (" SLAB ON GRADE: 3000 PSI 111yyy TILT—UP PANELS: 3000 PSI in DEFORMED BAR ANCHORS: ASTM A496 DRILLED—IN—ANCHORS: MOLLY PARABOND CAPSULE OR APPROVED EQUAL MASONRY: ASTM C90 (f'm=1500 PSI) 1900 PSI COMPRESSIVE STRENGTH ON NET AREA MORTAR: TYPE 'M' OR 'S' GROUT ASTM C270 2000 PSI COMPRESSIVE STRENGTH PIPE COLUMNS: ASTM A53, GRADE B REINFORCING BARS / STEEL: ASTM A615, A616, GRADE 60 W U STRUCTURAL STEEL: ASTM A36 WELDED WIRE FABRIC: ASTM A185 CONCRETE NOTES o 1. ALL CONCRETE WORK TO BE DONE IN STRICT ACCORDANCE 4-) WITH THE ACI 318 AND ACI 301. 2. CONCRETE MIX DESIGN CRITERIA: tll CONCRETE (28 DAY): TYPE I PORTLAND CEMENT ASTM C150 — 3000 PSI COMPRESSIVE STRENGTH © 28 DAYS (U.N.O.) 0 L WATER/CONCRETE RATIO: LESS THAN OR EQUAL TO .58 W o SLUMP: SLAB -ON -GRADE: 5 INCHES OTHER: 3 INCHES �r- WATER: POTABLE CHLORIDE: NONE AGGREGATES: NORMAL WEIGHT - ASTM C33 rn 3. CONCRETE SLAB REINFORCING SHALL BE WELDED WIRE lJ rn r� FABRIC (SIZE AS NOTED) OR FIBERMESH PREMIXED IN U 1 CONCRETE PRIOR TO SITE DELIVERY. 4. CONSTRUCTION JOINTS DESIGN AND LOCATIONS SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR 0 SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. s. 5. VERIFY ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. - PRIOR W TO PLACING CONCRETE. ® Id.l 6. ALL REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE PER ASTM A615 GRADE 60, CONTINUOUS AND SPLICE WITH A FULL 24 INCH LAP (MINIMUM). PROVIDE CORNER BARS FOR ALL CORNERS AND INTERSECTIONS. MASONRY .s: .n 'sit zs NOTES v �.... V 6., 19, O LN ++ o 1. All masonry design, material and workmanship shall be in strict o accordance with the ACI Standard Building Code requirements for V Q a 43 concrete masonry structures: ACI 530/ACI 530.1. L t; V ¢ o 2. CMU cells indicated in plan A or notes as filled cells shall be Q p a v grouted with 3000 PSI concrete (8 to 10 slump) w/ (1)#5 vertical E _ minimum. 0 0 0 3. Provide a minimum of (1) filled CMU cell shall be located under CN concentrated loads, at all corners, at each end of openings 6'-0° 0 a u long and greater, at ends of walls and in cmu walls at 6'-0" MAX. Z 0 a L c IL OL' (Typical U.O.N.).. 0 E o 4. Provide HORIZONTAL JOINT REINFORCING, W1.7 or "Dur -O -Wall" 7 .....:::: a a z truss type reinforcing at 16" OC vertical in all CMU walls. U , 5. Provide dovetail anchors for the full height of columns where 0 independent concrete columns are abutted by masonry walls. C 6. CMU concrete blocks shall conform to ASTM C-90 (28 day U strength 2000 PSI) (f'm = 1500 PSI), laid in running bond. Stack 0 bond walls shall have 9 gauge horizontal joint reinforcement @ 16" o.c. vertical in addition to typical vertical reinforcement. 7. All mortar joints for hollow masonry units shall extend the full fob na RJ5903 width of face shells. Mortar joints for solid masonry units shall be drawn by= RLJ full head and bed joints - 3/8" thick typical. 8. Provide a 8"06° bond beam with (1) #5 bar. At corners date: PERMIT 11/13/03 provide continuity by using comer bars or end hooks. revisions: 9. Lap Splice for a #5 bar to be 30 inches. 10. Filled cells shall be vibrated during placement using a "Pencil" vibrator. sheet number cadd filename RJ5903SC ROUNEY JEFFER501\1 ARCHITECT COPYRI(,FIT � 2UO3 DESCRIfi TION MANUF. NO. 50AP DISPENSER E3-2112 EACH TOILET MIRROR - HC 5-293 2436 EACH TOILET TOILET TISSUE DISPENSER 5-2840 W/ SHELF - EACH TOILET 4 R05E HOOK ON BACK OF 5-16-11 DOOR EACH TOILET E42" GRAB 5AR EACH TOILET (; I Bra' GRAB BAR 1f EACH TOILET LflPAPE=R TOWEL D15PEN51ER / E3-3944 WASTE RE=CE=PTACLE 1. TOILET ACCESSORIES MANUFACTURER - 'BOBRICK' - CONTACT: GORDON ASTLE & ASSOCIATES - (407) 339 - 6800 2, PROVIDE BLOCKING FOR MOUNTING OF ALL ACCESSORIES AS RECOMMENDED BY MANUFACTURER. DESIGN CRITERIA 01 1 SEAL N � L 01 E 0 E � J C0 'CUWCV)N �b -C 0 +� In +' 0 W E C� W C 0'L tf) 0 L � Q BUILDING CODE: 2001 FLORIDA BUILDING CODE W/ CURRENT REVISIONS. WIND LOAD: FBC - 110 MPH. MATERIALS: ANCHOR BOLTS: ASTM A307 OR A36 M ANCHOR STUDS: ASTM A108 {J♦ CONCRETE (28 DAY) A, FOOTINGS: 3000 PSI (" SLAB ON GRADE: 3000 PSI 111yyy TILT—UP PANELS: 3000 PSI in DEFORMED BAR ANCHORS: ASTM A496 DRILLED—IN—ANCHORS: MOLLY PARABOND CAPSULE OR APPROVED EQUAL MASONRY: ASTM C90 (f'm=1500 PSI) 1900 PSI COMPRESSIVE STRENGTH ON NET AREA MORTAR: TYPE 'M' OR 'S' GROUT ASTM C270 2000 PSI COMPRESSIVE STRENGTH PIPE COLUMNS: ASTM A53, GRADE B REINFORCING BARS / STEEL: ASTM A615, A616, GRADE 60 W U STRUCTURAL STEEL: ASTM A36 WELDED WIRE FABRIC: ASTM A185 CONCRETE NOTES o 1. ALL CONCRETE WORK TO BE DONE IN STRICT ACCORDANCE 4-) WITH THE ACI 318 AND ACI 301. 2. CONCRETE MIX DESIGN CRITERIA: tll CONCRETE (28 DAY): TYPE I PORTLAND CEMENT ASTM C150 — 3000 PSI COMPRESSIVE STRENGTH © 28 DAYS (U.N.O.) 0 L WATER/CONCRETE RATIO: LESS THAN OR EQUAL TO .58 W o SLUMP: SLAB -ON -GRADE: 5 INCHES OTHER: 3 INCHES �r- WATER: POTABLE CHLORIDE: NONE AGGREGATES: NORMAL WEIGHT - ASTM C33 rn 3. CONCRETE SLAB REINFORCING SHALL BE WELDED WIRE lJ rn r� FABRIC (SIZE AS NOTED) OR FIBERMESH PREMIXED IN U 1 CONCRETE PRIOR TO SITE DELIVERY. 4. CONSTRUCTION JOINTS DESIGN AND LOCATIONS SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR 0 SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. s. 5. VERIFY ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. - PRIOR W TO PLACING CONCRETE. ® Id.l 6. ALL REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE PER ASTM A615 GRADE 60, CONTINUOUS AND SPLICE WITH A FULL 24 INCH LAP (MINIMUM). PROVIDE CORNER BARS FOR ALL CORNERS AND INTERSECTIONS. MASONRY .s: .n 'sit zs NOTES v �.... V 6., 19, O LN ++ o 1. All masonry design, material and workmanship shall be in strict o accordance with the ACI Standard Building Code requirements for V Q a 43 concrete masonry structures: ACI 530/ACI 530.1. L t; V ¢ o 2. CMU cells indicated in plan A or notes as filled cells shall be Q p a v grouted with 3000 PSI concrete (8 to 10 slump) w/ (1)#5 vertical E _ minimum. 0 0 0 3. Provide a minimum of (1) filled CMU cell shall be located under CN concentrated loads, at all corners, at each end of openings 6'-0° 0 a u long and greater, at ends of walls and in cmu walls at 6'-0" MAX. Z 0 a L c IL OL' (Typical U.O.N.).. 0 E o 4. Provide HORIZONTAL JOINT REINFORCING, W1.7 or "Dur -O -Wall" 7 .....:::: a a z truss type reinforcing at 16" OC vertical in all CMU walls. U , 5. Provide dovetail anchors for the full height of columns where 0 independent concrete columns are abutted by masonry walls. C 6. CMU concrete blocks shall conform to ASTM C-90 (28 day U strength 2000 PSI) (f'm = 1500 PSI), laid in running bond. Stack 0 bond walls shall have 9 gauge horizontal joint reinforcement @ 16" o.c. vertical in addition to typical vertical reinforcement. 7. All mortar joints for hollow masonry units shall extend the full fob na RJ5903 width of face shells. Mortar joints for solid masonry units shall be drawn by= RLJ full head and bed joints - 3/8" thick typical. 8. Provide a 8"06° bond beam with (1) #5 bar. At corners date: PERMIT 11/13/03 provide continuity by using comer bars or end hooks. revisions: 9. Lap Splice for a #5 bar to be 30 inches. 10. Filled cells shall be vibrated during placement using a "Pencil" vibrator. sheet number cadd filename RJ5903SC ROUNEY JEFFER501\1 ARCHITECT COPYRI(,FIT � 2UO3 CORDON S TWEET (50 ' R/W) N❑TEi ALL STRIPING SHALL BE THERM❑ -PLASTIC PAINT, off::;'. f:, :.,.r `'f. .,:f •:r 12" WHITE CROSS -WALK ® 3' 0. C. PROVIDE 3' DROP SURVEY REF. POINT CURB TRANSITION N 9.46 5' CONCRETE N 9.27 FOR SIDEWALK E 713.99 SIDEWALK v E 596.46 CONNECTION (T`�P)� , > , } i` I rs � Z r.,.......... .... .................... .......... 3 3 .. ..... ................ . ..... {; 10' LANDSCAPE BUFFER 9 f, ,f)trf„t t.tsp , ,. µ.... ................................................. ......... .................. .... ......... .... c,f................................ ,,,._....... .. ......,,,. .. ..,,._......_......., .,,„,,, ,,,,,,,.,.. _.. .. ... Y . - ... •• . ... ..........................., , ,,,,, , . ,,.... .. . ....................................:. ...........................................1.........,..._.................,,,,,.,.......,..., ............. .... .... .,� ................................. ... ... _ ...... .. .. ,r ............._...„...........,,,...,....,... r 111 1.;•.1�''89"54: 29 E•'3�:'UO'.SO.R'. , . a 4 '''35 R.,> r r ' f. . ,. a .4 f. .... ... . ... l................................................................: .......................................... , ...................................... ......,, . .. , . Y ti, , f .. 3`F'' i if 3ry. t . POINT tnlil tr1 :,Ty" EF� U � .,i f'i ..r. !S„" tSURVEY R m 4 Vii•' • ° 4. 47, - .. {- �• 4 �SIGN N 15.54 `n L,J �.:' 2 WHITE STOP BAER�2E 714.00 `,' ") AND R1-130 inch STOP t 't .4 '�• ,. 4 1;5' (HIGH INTENSITY, 7' ABOVE GRADE) 1 ' ,.q •' BLD B0' • ' d ' ' 4 *' 6p' LDG 2'X4' MONUMENT SIGN SETS CK :; ' 4 : a •'•,•• ' ,. 4, <d.. .'� ''i .°•. .''.: ',, •• ;'.4' ' r. SETBACK (SEPARATE BUILDING ;�.PERMIT IS REQUIRED). ,•1 4. „ A• .4 4. r�y� i 3, 300 SF • .: ' . 4' 41 1+0;5' Et • 1 d 4 n 10 LANDSCAPE ♦4' ; :4P.AVE EN.T4'_ 1 BUFFER I `;' ' •'' 10' LANDSCAPE t .' + I '•{4. 'y°. BUFFER ° ,e) I I 5 400 S� �. q -J .. ,s 4 +.' 4 4.•' �' ,r' 4, �; a•'CD 4 I V CANT d i +... , d, ;.q'~. " + ♦ ,: VACANT vJ '4 •... b.' 1 •< S- I T HAEF .tia', RI(EA • . 4 4, 1 4 i. , '• '' dA .., °F-- d 3, 600 SF 4 • " CD +a ,54 ' ; .' q . cp C) ; - ,. 60 ,; 4... �.,. f ' 2 ;n 4' ' i a I i4 EYP: I • 4' ' .5. 'r.... 4 • i , I 4. °.. •. '• ,;' '4--..• i -' .A �- . 4 '. �'4' • d• , •e ,, •, 4 ENRET..! ' 60'5400 SF 4. �A•VE ENT r- ', q • q•T'. .. y ° .. 4 :aCD A'3)300 SF . •'� ..�:. I ' • • • , i A e' .., :41'2,, � •' : • '. ' I-0'•. ' i . d ' L' aT.Y 3 T, I 4 I � '.. •ti •�; a a I tl4' .(y• { ei'`s' .. j;� :.f1F<isa,; P•ie'ti,: AA>2 skl 3:'4 Hi I,.... ...... .L ... ...... ...... ...... ...... ...... ...... ............ ...... .... .......... ..........:.........::'' '__:..... .__ ..... .... ..... ..... ..... ..... ., ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... .,... ,.... ...,_ ..,. • d s................... Lu ' � N S 8,9054'29" 235.00 20'x12' DUMPSTER 10' LANDSCAPE SEE DETAIL SHEET 7 BUFFER EXISTING- RETENTION POND E 596-250.73 SITE DATA: ZONING: INDUSTRIAL (RI -1) BUILDING SETBACK: - 25 FEET FRONT SIDE - 15 FEET REAR - 20 FEET LANDSCAPE BUFFER: F ON T - 10 FEET SI E - 10 FEET R AR - 10 FEET 0 PROJECT UHDATE: 12/11/03 PARCEL AREA: 1.267 AC EXISTING: PERVIOUS - 1.267 AC (100.00%) OPEN SPACE PROPOSED: 1 PER CITY OF SANFORD 20 BUILDINGS* - 0.482 AC (38.04%) IMPERVIOUS* - 0.362 AC (28.57%) WALK WIDTH VARIES (SEE PLAN) -{ I PERVIOUS - 0.423 AC (33.39%) OPEN SPACE 4" CONCRETE 1,267 AC (100.00%) 2"CLR. *TOTAL IMPERVIOUS PROVIDED - 0.844 AC (55.61%) TOTAL IMPERVIOUS ALLOWED - 0.887 AC (70.00%) PARKING REQUIREMENTS: OFFICE - 2,100 SF x 1/200 SF = 11 SPACES WAREHOUSE - 2 + [(18,900 SF - 4000 SF) x 1/1000 SF] = 2 + 15 = 17 SPACES TOTAL SPACES REQUIRED = 28 SPACES PARKING PROVIDED: 24 SPACES 0 10'x20' 2 SPACES © 12'x20' (HANDICAP*) 26 SPACES TOTAL * THE PROPOSED SIDEWALKS PROVIDE FOR THE REQUIRED 5' HANDICAP ACCESSIBILITY. 95% AASHTO T-180 6 x 6 10/10 WWF CONCRETE WALK 1/2" EXPANSION JOINT MATERIAL 1/2" EXPANSION JOINT SAWCUT DEPTH = d"/4 d 2 RI' 6" COMPA CTED SUBGRADE 95% AASHTO T-180 � 6 6 x 6 10/10 WWF THICKENED EDGE RAISED CONCRETE CO C ETE WALK WALK WIDTH VARIES (SEE PLAN) 4" CONCRETE#4 REBAR(CONTINUOUS) SLOPE PER PLAN 2"CLR. ASPH. PVM'T. /7/7 j 1--6" COMPACTED SUBGRADE i, r..Y r'li .!!:r; 95% AASHTO T-180 6 x 6 10/10 WWF THICKENED EDGE FLUSH CONCRETE WALK NOTES: 1. 4" THICK SIDEWALK W/LIGHT BROOM FINISH CONTRACTION JOINT & TROWELED EDGE. 2. ALL CONCRETE SIDEWALKS SHALL HAVE A FULL 1/2" EXPANSION JOINT AT A MAXIMUM DISTANCE OF 40 LINEAR FEET AND A SAW CUT OR FORMED DUMMY CONTRACTION JOINT AT EVENLY SPACED INTERVALS NOT TO EXCEED 8 LINEAR FEET. TYPICAL SIDEWALK DETAILS 12' 1 E3" PARKING BY DISABLED PERMIT ONLY X250 FINE g+ CITY ORD. 3211 N.T.S. NOTES, 1. ALL LETTERS ARE I' SERIES 'C', PER MUTCD, 2, TOP PORTI❑N OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER, 3, BOTTOM PORTION OF SIGN SHALL HAVE A REFLEL'T❑RIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER: 4, ONE (1) SIGN IS REQUIRED FOR EACH PARKING SPACE, 5. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 4' WHITE STRIPE 1r 4' BLUE STRIPE 4' WHITE STRIPE -� 12' S❑LID WHITE 4' BLUE STRIPE @ 45', 30' ❑,C, 12' 12' 12' 20' 5,0' 90' 5.0' BLUE WHEEL STOP NOTE, HANDICAP SPACE IS TO BE OUTLINED IN A 4' BLUE PAINTED STRIPE. TYPICAL DISABLED PARKING SECTION WHITE THERMO-PLASTIC PAINT HANDICAP SYMBOL DETAIL N,T,S, N.T,S, TYPICAL HANDICAP DETAILS N.T.S. 6" THICK CONCRETE SURFACE (3,000 PSI) :::::::::::::::::::::::::::::::::::::::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:]-TO 12" THICK SUB -BASE COMPACTED 95% DENSITY (AASHTO f-180) WITH 75 PSI FBV. CONCRETE PAVEMENT SECTION N.T.S. 1 1/2"' TYPE "S -III" ASPHALTIC SURFACE COURSE. .............................. -- 8" LIMEROCK BASE COMPACTED TO 95% OF THE ;;;;;; THE MODIFIED PROCTOR (ASTM AASHTO T-180), .'.'.'.'.'.'.'..'.'.'.'.'.'..'.'.'.'. MAXIMUM DENSITY. ............................................. • • ' • ' ' ' 10" THICK SUB -BASE COMPACTED TO 957. OF THE .:.:.:':':•:':';•:•:•:•:•:•:•:•:•:•:•:•:•;•;•:•:•:•:•:•;';•:':•:•:•:•;•:';•;•;•:•:•;•: OF THE MODIFIED PROCTOR (ASTM AASHTO T-180), MAXIMUM DENSITY TOP 6" 1-0 LBR 40 MINIMUM. ASPHALT PAVEMENT SECTION N.T.S. KENNETH H. EHLERS, FL PE #18243 NO. REVISION GRAPHIC SCALE 1 PER CITY OF SANFORD 20 0 10 20 40 2 ( 0 FEET 1 INCH = ) WALK WIDTH VARIES (SEE PLAN) WALK WIDTH VARIES (SEE PLAN) -{ I 4 #4 REBAR(CONTINUOUS) 4" CONCRETE 2"CLR• 4" CONCRETE 2"CLR. SLOPE PER PLAN r SLOPE PER PLAN 7 f� `-' ASPH. PVM'T. � A W(� Ln l % r__ Ll i � :�N 95% AASHTO T-180 6 x 6 10/10 WWF CONCRETE WALK 1/2" EXPANSION JOINT MATERIAL 1/2" EXPANSION JOINT SAWCUT DEPTH = d"/4 d 2 RI' 6" COMPA CTED SUBGRADE 95% AASHTO T-180 � 6 6 x 6 10/10 WWF THICKENED EDGE RAISED CONCRETE CO C ETE WALK WALK WIDTH VARIES (SEE PLAN) 4" CONCRETE#4 REBAR(CONTINUOUS) SLOPE PER PLAN 2"CLR. ASPH. PVM'T. /7/7 j 1--6" COMPACTED SUBGRADE i, r..Y r'li .!!:r; 95% AASHTO T-180 6 x 6 10/10 WWF THICKENED EDGE FLUSH CONCRETE WALK NOTES: 1. 4" THICK SIDEWALK W/LIGHT BROOM FINISH CONTRACTION JOINT & TROWELED EDGE. 2. ALL CONCRETE SIDEWALKS SHALL HAVE A FULL 1/2" EXPANSION JOINT AT A MAXIMUM DISTANCE OF 40 LINEAR FEET AND A SAW CUT OR FORMED DUMMY CONTRACTION JOINT AT EVENLY SPACED INTERVALS NOT TO EXCEED 8 LINEAR FEET. TYPICAL SIDEWALK DETAILS 12' 1 E3" PARKING BY DISABLED PERMIT ONLY X250 FINE g+ CITY ORD. 3211 N.T.S. NOTES, 1. ALL LETTERS ARE I' SERIES 'C', PER MUTCD, 2, TOP PORTI❑N OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER, 3, BOTTOM PORTION OF SIGN SHALL HAVE A REFLEL'T❑RIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER: 4, ONE (1) SIGN IS REQUIRED FOR EACH PARKING SPACE, 5. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 4' WHITE STRIPE 1r 4' BLUE STRIPE 4' WHITE STRIPE -� 12' S❑LID WHITE 4' BLUE STRIPE @ 45', 30' ❑,C, 12' 12' 12' 20' 5,0' 90' 5.0' BLUE WHEEL STOP NOTE, HANDICAP SPACE IS TO BE OUTLINED IN A 4' BLUE PAINTED STRIPE. TYPICAL DISABLED PARKING SECTION WHITE THERMO-PLASTIC PAINT HANDICAP SYMBOL DETAIL N,T,S, N.T,S, TYPICAL HANDICAP DETAILS N.T.S. 6" THICK CONCRETE SURFACE (3,000 PSI) :::::::::::::::::::::::::::::::::::::::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:]-TO 12" THICK SUB -BASE COMPACTED 95% DENSITY (AASHTO f-180) WITH 75 PSI FBV. CONCRETE PAVEMENT SECTION N.T.S. 1 1/2"' TYPE "S -III" ASPHALTIC SURFACE COURSE. .............................. -- 8" LIMEROCK BASE COMPACTED TO 95% OF THE ;;;;;; THE MODIFIED PROCTOR (ASTM AASHTO T-180), .'.'.'.'.'.'.'..'.'.'.'.'.'..'.'.'.'. MAXIMUM DENSITY. ............................................. • • ' • ' ' ' 10" THICK SUB -BASE COMPACTED TO 957. OF THE .:.:.:':':•:':';•:•:•:•:•:•:•:•:•:•:•:•:•;•;•:•:•:•:•:•;';•:':•:•:•:•;•:';•;•;•:•:•;•: OF THE MODIFIED PROCTOR (ASTM AASHTO T-180), MAXIMUM DENSITY TOP 6" 1-0 LBR 40 MINIMUM. ASPHALT PAVEMENT SECTION N.T.S. KENNETH H. EHLERS, FL PE #18243 NO. REVISION DATE 1 PER CITY OF SANFORD 12-10-03 2 3 4 5 6 7 f� A W(� Ln l % r__ Ll i � :�N s, LL_I Q- 0 C] Lo /� �J d �4 (� LLJ 0 o 1 00 Pj W oo C� m � z z 7 N Lo I Lo Q E rrTT�� h� _j Z '-'- O J x LL. w G Z 0 Q LLJ _jo w F_ U) w n< 0- U) D o o w LL_ U) w z o 0U ® Lj z ._ w o z z 0 w 0 LL ® LL 0 0 (D DRAWING NO. I JOB NO. 02003