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353 Gordon St - BC04-001073 (NEW WAREHOUSE) (A)PERMIT ADDRESS CONTRAC'T'OR ADDRESS PHONE NUMBER PROPERTY OWNER_ ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # _ `� i .� DATESAIVI PERMIT DESCRIPTION pvk LPERMIT VALUATION 9 SQUARE FOOTAGE d y r� CORDON STREET (5Q R/ W) NOTE: ALL STRIPING SHALL BE THERMO-PLASTIC PAINT, .. ............. ............................. . . ... .. .. ............... . ................. ........................ ........... .................. ................ ................ ................................................. . .... . ....... ...................... .................. ....................................................................... ................................................. . ........................... ... ........ ................................................. . . .......... .. ...... ........................................................................................... .................... 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 E 596.46 CONNECTION (TYP). nt . .... ....... ........................ ............. ....... ............................ .................. .............. .......... ....... ............. ....... ... ......................... ............. .... ........... ...... ..... le !H'-.:% VU h" W 10' LANDSCAPE BUFFER U1, .............................. .... ....... .. .................. .. . ........ .......... . .................................................... ........... .......... . . . . ............... ..... ..... .......... ................... ........... ... . ................... ..... . .................... . .... . .................. ................ ...................... .............................. ........................... .. ............. . . . . . . . ....................... 7 ............ ........... .................. . .. p 41 3 N 8.97 R- 5!,k ... . ................... ............... z .... ........ ... .. ....................... . ..... ........................ ................. ... ................. .............. .......... ............ .... ............ ... . .. ... ............................... ............ "C) ............... . .......... .0� CD SURVEY REF. POINT . . ..... ... . ...... . . ..... m 4' N -15.54 Lo ul :A (N V) .t A. ..'a 24" WHITE STOP BAR E 714.00 :4 AND Rl-1 30 inch "STOP" SIGN 15 (HIGH INTENSITY, 7' ABOVE GRADE) 4-:♦ 1311- DC 60 . I . .* '.. - :. .. 60' LbG 2'X4' MONUMENT SIGN CD SETBPCK :.. . ' If . . SE BACK 4 (SEPARATE BUILDING N") PERMIT IS REQUIRED). 4�. { q , 7' 4 I A .44 3 ) 300 SF '5 4. -4 Ln .5� CE) 4 Lo 10 LANDSCAPE PAVE ENT 1. A BUFFER 4� 10' LANDSCAPE BUFFER 14'.,: At A a CY) A 4 (D 5 4 0 0 S F A'I A �4 ' '4 : . . . I : , I ' . A 60 rl V CANT L6 VACANT 41� n j : . ; �. :f I A (EA T HALF) 4A RI -1 A,' , A : A. RI -1 4 3 600 SF 4 A� , ' . ' A . . ' - . C-) A p ..4 4 4 CD Lo 60' A 2, o? 4 4 ro A I 4 -74 4 yp 0 4 4 (o At .4 . A 60' A -CONCRETE", 5 400 SF 4 j 4 - PAVE 'P A AVENEl -la 5 :4 q b CY) 300 SF A, tA '4;: Ty Ln 1 4 ':4 "�4 4 4 No W.. r'. i .£ r, r.rt f' f ... j O• M ' ' I n Pipe `.,"�ZEI rq. -. 4 4 W ro""; r 9 62 7 \_!E_5_ 6 ... ...... ........ ..... . .. ... .. ............ ...... ... ...... .... ............ . . . . __ \ .......... .......... . . SCAPEf .4 U.� CD ...... ..... .... ..... ...... ...... . ...... ... .. ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ................. ................. .......... .. . ..... .. ................... ................. . . .. . ...... ..................... ... .... ........... ....... ..... ...... .... . . . . . . . . . .. .......... .................. .11.1 ............ ............. ...... ........ __ .... ...... ... ::�.:."j .................. .............. ............ ........... M N LL] (D SITE DATA: ZONING: INDUSTRIAL (RI -1) BUIll DING SETBACK: F ON - 25 FEET SI E 15 FEET R AR 20 FEET LANDSCAPE BUFFER: FRONT 10 FEET SIDE 10 FEET REIAR 10 FEET Lmm PROJECT UPDATE: 12/11/03 s 890 35 'o 54)29?p 235. DD' 10' LANDSCAPE 20 x12' DUMPSTER SEET BUFFER EE DETAIL SHEET 7 0 -250.73 \N 205 . 73 EXISTING RETENTION POND E 596.88 PARCEL AREA: 1.267 AC WALK MOTH VARIES (SEE PLAN) EXISTING: ALL LETTERS ARE 1' SERIES 'C', PER MUTCD, SLOPE PER PLAN PERVIOUS - 1.267 AC (100.00%) OPEN SPACE PROPOSED: COMPACTED SUBGRADE,9,l't 95% AASHTO T-180 fij 6- BUILDINGS* - 0.482 AC (38.04%) THICKENED EDGE FLUSH IMPERVIOUS* - 0.362 AC (28.57%) BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) PERVIOUS - 0.423 AC (33.39%) OPEN SPACE 1.267 AC (100.00%) ONE (1) SIGN IS REQUIRED FOR EACH PARKING SPACE. *TOTAL IMPERVIOUS PROVIDED - 0.844 AC (66.61 %) 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 SIT) 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. WALK WIDTH VARIES (SEE PLAN) 2. CLR. WALK MOTH VARIES (SEE PLAN) 2 CLR. ALL LETTERS ARE 1' SERIES 'C', PER MUTCD, SLOPE PER PLAN A" rnmrDrTr #4 REBAR(CONTINUOUS) -t %l%jllq%llAr_jr_ 2. CLR. SLOPE PER PLAN 2 CLR. ALL LETTERS ARE 1' SERIES 'C', PER MUTCD, SLOPE PER PLAN Rt SLOPE PER PLAN F COMPACTED SUBGRADE,9,l't 95% AASHTO T-180 fij 6- 6 x 6 10/10 WWF 1 1/2"' TYPE ASPHALTIC SURFACE COURSE. THICKENED EDGE FLUSH CONCRETE WALK 3, BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) DISABLED MAXIMUM DENSITY. ASPH. PVM*T. PERMIT 4. ONE (1) SIGN IS REQUIRED FOR EACH PARKING SPACE. ONLY MAXIMUM DENSITY TOP 6" TO LBR 40 MINIMUM. ASPHALT PAVEMENT SECTION 6/dr('/ 5. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION KENNETH k EHLERS, FL P'E #18243 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), > CITY ORO. 3211 4' WHITE STRIPE ][T-4' BLUE STRIPE 4' �N m u %juNlrM%llr_Lj auDkynmur- 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 ir d 6" COMPACTED RADE 95% AASHTO T-180 6' 6 x 6 10/10 WWF THICKENED EDGE RAISED CONCRETE WALK WALK WIDTH VARIES (SEE PLAN) 4' CONCRETE2- CLR. - #4 REBAR(CONTINUOUS) SLOPE PER PLAN ///ASPH. PVM'T. ALL LETTERS ARE 1' SERIES 'C', PER MUTCD, TO 95% DENSITY (AASHTO T-180) Rt TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE CONCRETE PAVEMENT SECTION COMPACTED SUBGRADE,9,l't 95% AASHTO T-180 fij 6- 6 x 6 10/10 WWF 1 1/2"' TYPE ASPHALTIC SURFACE COURSE. 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 N.T.S. -HANDICAP SYMBOL DETAIL- N,T,S, 12' SOLID WHITE 4' BLUE STRIPEx45', 30' ILC. 12 12' 12' 20' 5.0' 901� 5.0' - BLUE WHEEL STOP NOTE, HANDICAP SPACE IS TO BE OUTLINED IN A 41 BLUE PAINTED STRIPE. TYPICAL DISABLED PARKING SECTION N.T,S, WHITE THERMO-PLASTIC PAINT TYPICAL HANDICAP DETAILS N.T.S. .......... ............................. I ........................................... ............................... ..... I ..................................... NOTES ...................... ..................................... ..................................... ............................... 1. ALL LETTERS ARE 1' SERIES 'C', PER MUTCD, TO 95% DENSITY (AASHTO T-180) Rt TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE CONCRETE PAVEMENT SECTION BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 18 1 1/2"' TYPE ASPHALTIC SURFACE COURSE. ............... I ............................. ......................................... ........................................... PARKING BY 3, BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) DISABLED MAXIMUM DENSITY. WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER, PERMIT 4. ONE (1) SIGN IS REQUIRED FOR EACH PARKING SPACE. ONLY MAXIMUM DENSITY TOP 6" TO LBR 40 MINIMUM. ASPHALT PAVEMENT SECTION 6/dr('/ 5. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION KENNETH k EHLERS, FL P'E #18243 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), X250 FlNE CITY ORO. 3211 4' WHITE STRIPE ][T-4' BLUE STRIPE 4' WHITE STRIPE /-Iftl\ -HANDICAP SYMBOL DETAIL- N,T,S, 12' SOLID WHITE 4' BLUE STRIPEx45', 30' ILC. 12 12' 12' 20' 5.0' 901� 5.0' - BLUE WHEEL STOP NOTE, HANDICAP SPACE IS TO BE OUTLINED IN A 41 BLUE PAINTED STRIPE. TYPICAL DISABLED PARKING SECTION N.T,S, WHITE THERMO-PLASTIC PAINT TYPICAL HANDICAP DETAILS N.T.S. .......... ............................. I ........................................... ............................... ..... I ..................................... 6" THICK CONCRETE SURFACE (3,000 PSI ...................... ..................................... ..................................... ............................... 12" THICK SUB -BASE COMPACTED .................................... TO 95% DENSITY (AASHTO T-180) 2 WITH 75 PSI FBV. CONCRETE PAVEMENT SECTION N.T.S. ............ ................... .................................. 1 1/2"' TYPE ASPHALTIC SURFACE COURSE. ............... I ............................. ......................................... ........................................... 8" LIMEROCK BASE COMPACTED TO 95% OF THE ............................................. THE MODIFIED PROCTOR (ASTM AASHTO T-180), .......................... ................. 1..1.1...11 .......... I ... ...... I ........... 1. .. 1. 1. 1 .................. I I .................. MAXIMUM DENSITY. .................... ......... ..................... .................. -10" THICK SUB -BASE COMPACTED TO 957. OF THE ...................................... OF THE MODIFIED PROCTOR (A:STm AASHTO T-180), ............................................ ........... - ............................. MAXIMUM DENSITY TOP 6" TO LBR 40 MINIMUM. ASPHALT PAVEMENT SECTION 6/dr('/ N.T.S. KENNETH k EHLERS, FL P'E #18243 NO. REVISION -DATE\ PER CITY OF SANFORD 12-10-03 2 3 4 -6 7 O Lli In LLJ o z ow 0 Lo VL W< o co 00 Ld EE ry 0 00 r4 00 m Z Ln C4 F 0 < _j U) 0 < 0 -'4- [-- _j Ld I-- x o 5 (0 0 w 2 z 0 < W _j o CL W F__ U) �e fl%..00 LL_ < W 0- C/) _j o 0 00 1- w LL_ U) W < ::D 0 C) 0 Ld C) _j 0 W z 0 w (or) 0 LL C:) LL w 0 0 (D DRAWING NO. JOB NO. 02003 .00) v w z C) U) w w w w r w z (D 0 w Z 0 V) w z w w 0 Of clQ 0 Of S z 0 m w LD z V) a 0 z LLJ c.> 0 ckfclw S 0 Z 0 0 w w CD 0- 0 w z C-) 0 w U 0 0 a_ m w w m 0 z J _ Z 0 U L� w 0 z ¢ CD z ry 0 u LLJz CD U w V) w z C7 0 d z ¢ w m u z clJ w U) w z U w w w 0 0 z _ 0 U z 0 0 C-) cn w LLA w m w U w U Of z 0 V) w w w w w z 0 0 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. EHLERS, 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. hDi11iFTLl;1 SPACE IDENTIFICATION SYMBOLS LEGEND U LIVING --_ SPACE NAME ROOM 1234 •. SPACE NUMBER DETAIL I DETAIL NUMBER REFERENCE A-® SHEET NUMBER -- -- - DETAIL NUMBER DETAIL2 DETAIL TITLE 5CALE:1/4' = I' -o' mmr CADD FILE NAME f--- SECTION ORIENTATION WALL SECTION 1 SECTION NUMBER — II REFERENCE A-0 DRAWING ON WHICH �J SECTION OCCURS Gordon Street Warehouses ARCHITECTURAL SITE PLAN ELEVATION HEIGHT IDENTIFICATION MULTIPLE INTERIOR ELEVATION REFERENCE PARTITION TYPE IDENTIFICATION EQUIPMENT IDENTIFICATION WINDOW IDENTIFICATION DOOR IDENTIFICATION REVISION IDENTIFICATION SECTION ORIENTATION BUILDING SECTION I SECTION NUMBER I COLUMN REFERENCE A -m DRAWING ON WHICH A-0 IDENTIFICATION SECTION OCCURS 0 '-0. HEIGHT FINI5H FLOOR IDENTIFICATION ANCHOR BOLT ELEVATION ORIENTATION -7Z 2 ELEVATION NUMBER 3 MTL. METAL READ. REQUIRED VOL. VOLUME N> AIR CONDITIONER DIAM. DIAMETER H.C. HOLLOW CORE .......................... .. REV. REVISION / REVERSE V.T.R. VENT THROUGH ROOF ACOUST. ACOUSTICAL DIM. DIMENSION ............... .........................../:: HARDWARE O.C. / ...,. ..... ROOM W. WIDTH / WIDE / WASH ADJ. ADJACENT 4 %Y .%H'.' i DISPOSAL H.M. HOLLOW METAL O.U. OUTSIDE DIAMETER ROS ROUGH SAWN W -C. WATER CLOSEI A.H.U. AIR HANDLER UNIT ............................ DEAD LOAD �s.. ...... J OPP. OPPOSITE S.C. SOLID CORE WD. WOOD SEE CIVIL DRAWINGS E3Y KEN EHLERS, PE DN. DOWN HT. HEIGHT - FOR ALL SITE WOW - THIS 15 FOR REFERENCE ONLY SCHED. SHEDULE W.D.W. WINDOW ALT. BUILDING NO. I D.W. DISHWASHER HTG HEATING P. PANTRY SEC. TYPE 'C' W.H. WATER HEATER APPROX. APPROXIMATE BUILDING NO. 4 DRAWING HTR. HTR P.C. PULL CHAIN SH. SHELF TYPE 'A' WALK -IN -CLOSET BRG. BEARING EA. EACH IN. INCHES PED. PEDESTAL SHT. SHEET • WATERPROOF BD. BOARD E.J. EXPANSION JOINT INSUL. INSULATION fis s' .. PERPENDICULAR DIM. SIMILAR BLDG. BUILDING +f ELEVATION INT. INTERIOR PL PLATE S.G.D. SLIDING GLASS DOOR BLK. BLOCK EQ. # ' ! co JOIST. PWD CIVIL DRAWINGS SQ. SQUARE co B.M. BEAM _ ESTIMATE JT. JOINT PROP PROPERTY S.S STAINLESS STEEL BTM. BOTTOM EXIST. EXISTING BUILDING NO, 2 POUND P.S.F. POUND PER SQUARE FOOT STD. STANDARD COL. COLUMN TYPE 'B' s LAM. LAMINATED P.S.I. POUND PER SQUARE INCH STO. STORAGE CER. CERAMIC FN.FL. FINISH FLOOR LAV. LAVATORY P.T. PRESSURE TRATED STIR. STRUCTURAI C.J. CONSTRUCTION JOINT FIN. FINISH LTG. LIGHTING PTN. PARTITION SUB. SUBSTITUTE CLG. CEILING F.G. FIXED GLASS MATE. MATERIAL P.H. PAPER HOLDER SUP, SUPPORT C.M.U. CONCRETE BLOCK F. P. FIREPLACE MAX. 8 0 QUALITY T.C. TRASH COMPACTOR O CONCRETE FT. FEEL M.C. MEDICINE CABINET QUAN. QUANTITY TEMP. TEMPERATURE CONST. CONSTRUCTION FTG. FOOTING MECH. MECHANICAL R.A.G. RLIURN AIR GRILL THK. THICK/THICKNESS CONT. CONTINUOUS GA. GAGE MIN. MINIMUM RAD. 5 TYP. TYPICAL £ < I CENTER GALV. GALVANIZED MISC. BUILDING NO. 5 R.D. ROOF DRAIN U.L. ii D DRYER TYPE 'A' GI -ASS M.O. MASONRY OPENING REF. REFRIGERATOR VENT. VENTILATION DBL. DOUBLE GYP. BUILDING NO. 3 M.T. METAL THRESHOLD REINF. REINFORCE VERT. VERTICAL TYPE 'C' € € :r / ,.. ­­,.- . . . . ............ 5..8954 29„ z35 oa If f,, f, ! ,,, SCHEMATIC ARCHITECTURAL SITE PLAN A ...... .... ... G I - 30 5W3&TE ELEVATION HEIGHT IDENTIFICATION MULTIPLE INTERIOR ELEVATION REFERENCE PARTITION TYPE IDENTIFICATION EQUIPMENT IDENTIFICATION WINDOW IDENTIFICATION DOOR IDENTIFICATION REVISION IDENTIFICATION SECTION ORIENTATION BUILDING SECTION I SECTION NUMBER I COLUMN REFERENCE A -m DRAWING ON WHICH A-0 IDENTIFICATION SECTION OCCURS 0 '-0. HEIGHT FINI5H FLOOR IDENTIFICATION <�_ PARTITION NUMBER TYPE 24 EQUIPMENT NUMBER (4— WINDOW LETTER 3�__ DOOR NUMBER REVISION NUMBER COLUMN CENTERLINE 1 COLUMN NUMBER MATERIALS LEGEND PI A nl STUD FRAME WALL 1 -HOUR FIRE RATED WALL 2- HOUR FIRE RATED WALL FRAME WALL W/ INSULATION BRICK CONCRETE MASONRY BLOCK WALL POURED CONCRETE WALL SECTION O DIMENSIONAL LUMBER D CUT LUMBER PLYWOOD ELEVATION BATT INSULATION RIGID FOAM / INSULATION EARTH FILL CONCRETE MASONRY UNIT GYFSUM WALL BOARD FLOOR TRUSS MARBLE METAL INSULATION CRIGID� GLASS 04-M3 INDEX OF DRAWINGS ARCHITECTURAL PLANS REVIEWED CITY OF SANFORD A-1 COVER SHEET ! A -2c FLOOR /ROOF PLANS / ELEV. A-3 DOOR /WINDOW SCHEDULES A-4 BUILDING, /WALL SECTIONS XRT "fie1 - <�) RET, D JAN 2 6 2004 LOCATION MAP I I @I STANDARD ABBREVIATIONS A.B. ANCHOR BOLT ELEVATION ORIENTATION -7Z 2 ELEVATION NUMBER 3 <�_ PARTITION NUMBER TYPE 24 EQUIPMENT NUMBER (4— WINDOW LETTER 3�__ DOOR NUMBER REVISION NUMBER COLUMN CENTERLINE 1 COLUMN NUMBER MATERIALS LEGEND PI A nl STUD FRAME WALL 1 -HOUR FIRE RATED WALL 2- HOUR FIRE RATED WALL FRAME WALL W/ INSULATION BRICK CONCRETE MASONRY BLOCK WALL POURED CONCRETE WALL SECTION O DIMENSIONAL LUMBER D CUT LUMBER PLYWOOD ELEVATION BATT INSULATION RIGID FOAM / INSULATION EARTH FILL CONCRETE MASONRY UNIT GYFSUM WALL BOARD FLOOR TRUSS MARBLE METAL INSULATION CRIGID� GLASS 04-M3 INDEX OF DRAWINGS ARCHITECTURAL PLANS REVIEWED CITY OF SANFORD A-1 COVER SHEET ! A -2c FLOOR /ROOF PLANS / ELEV. A-3 DOOR /WINDOW SCHEDULES A-4 BUILDING, /WALL SECTIONS XRT "fie1 - <�) RET, D JAN 2 6 2004 LOCATION MAP I I @I STANDARD ABBREVIATIONS A.B. ANCHOR BOLT 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 / WASH ADJ. ADJACENT DISP. DISPOSAL H.M. HOLLOW METAL O.U. OUTSIDE DIAMETER ROS ROUGH SAWN W -C. WATER CLOSEI 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 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 -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 BLDG. BUILDING ELEV. ELEVATION INT. INTERIOR PL PLATE S.G.D. SLIDING GLASS DOOR BLK. BLOCK EQ. EQUAL JST. JOIST. PWD PLYWOOD SQ. SQUARE 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. STRUCTURAI C.J. CONSTRUCTION JOINT FIN. FINISH LTG. LIGHTING PTN. PARTITION SUB. SUBSTITUTE CLG. CEILING F.G. FIXED GLASS MATE. MATERIAL P.H. PAPER HOLDER SUP, SUPPORT C.M.U. CONCRETE BLOCK F. P. FIREPLACE MAX. MAXIMUM QUAL. QUALITY T.C. TRASH COMPACTOR CONC. CONCRETE FT. FEEL M.C. MEDICINE CABINET QUAN. QUANTITY TEMP. TEMPERATURE CONST. CONSTRUCTION FTG. FOOTING MECH. MECHANICAL R.A.G. RLIURN 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. GI -ASS M.O. MASONRY OPENING REF. REFRIGERATOR VENT. VENTILATION DBL. DOUBLE GYP. GYPSUM M.T. METAL THRESHOLD REINF. REINFORCE VERT. VERTICAL SEAL uanaad 113 Pou>CS :ig Hall W rn V' 0 L 0 J .— U E (nN n� _c 0 _. +J U' 4.J o A, C C -u W C DO V)- � � 0 0 IL It - 00Q V� 0 L 0 W c A, 0 �_ \D W W -0 0 0 0 c o V) L 0 n 0 U-)>°�� s <t k E u N m L Cy L 0 ci N 9 u o U 'u�^8a° L C Q D x¢ o lZ 0 0 'E IL t 0 -00 L U) C 0 U n L o u vim— z Vy'1 �'- .y a ~ 0 E _° a ¢ Q Q C .Q L 0 job no: RJ5903 drawn by: RLJ date= PERMIT 11/13/03 revisions: �1 12/11/03 0 sheet number �1 cadd filenar ne R15903cV RODNEY JEFFERSON ARCHITECT COPYRIGHT n 2003 U w ¢ z (D V) L LL LL w r w z 0 0 0 Z 0 V) Of w 0- z w F— f— ry 3 w 2 E- 0 r Q 5 z Q 0 w z ElU Q 0 z LLj cLj 0 CL w 0 r Z ¢ Of 0 L� w C/7 7D w cr ry 0 0 w 0 U c w z Q 0 W U a 0 w 01 4J M 0 z J N 0 F- U w CL0 z Q z ¢ 0 F- z w M U O M w LLJ w Z-1 w LIJ0 a z Q z ¢ a_ Lt.l LJ z CD r w a cl 0 w 0 0 z Q ca r 0 U Q z 0 0 U (10s W� w M w w z U U ¢ z 0 V) LLJ LL w r W z 0 0 0 =iP ,QC) A-4 �J RIDGE TRIM STRUCTURAL STANDING SEAM METAL ROOFING - TYP. I'€ f _- I G 18' 0' A t E VE 1 I€ 6x6 METAL C=UTTER - TYP. t — PREFINISHED METAL BUILDING s E c AN 5 - £ § P EL TYP s £ # t # PAINTED SMOOTH -FAG CMU - TYF`. 6'-8' WDW. HD. HT_ y ar ........... . , h w uhu �., v,v.,ynMw3•nKw.• N , ,%uiu ,b,,,yn%iu,,,b,u..ut,,,.,.. 6x6 METAL DOWNSPOUT -TYP. r,3,r,r 3 ,y,r ry, „p, / 5•• ry.. brut,. ..y. 3„r SPLIT -PAGE CMU - TY .. , 0'-0” FINISH FLOOR NN FRONT ELEVATION 0' 2' 4' 8' 16' -A n A-4 �J RIDGE TRIM £ I 3 € G f 3 It ; s � i f t � s & G t £ £ i I £ s w,y..,,d• „Err, ,.x, •.,e,,,yr...rr ,..y„f.,ry„t r,%,. ..tiry,,, ,.n,,, rd,„ ri,r - ^3 •:ryr w•• .,t., 3 r r G v Y g k ,..k , b„Nr...� tir„�„A„�•.k„v...r.,, „�„„,. y , , ,. _.. .._... A'rrr r„i„r „n.,. � .. f G t r b s S„t i t �• _ t . X -BRACING (�Tc:E:1/8' = I' 1 i 26'-10” 81 A Ll A-4 ■ ■ ■ ■ ■ r ■ ■ _ - 1 TYPICAL VERTICAL FILLED CELL: • I -*5 BAR IN CzROUT FILLED CELL, SLAB TO TIE BEAM � I � ROUGH- IN FOR FUTURE USE Q f ' 4 _ rr , ,r,r.,r..r, f rrrrrr 4 , 42- • f �' In V f 0'-0' FINISH FLOOR 0 0 TOP OF 5LAI5CIA A% , G e t , BOT ED WATER DISPENSER W/ © CUP HO ER BOLLARD - TYP. ■ DOWNSPOUT - TYP_ ■ ■ NO ■ ■ ■ ■ ■ is D ■ ■ 0 O 0 O -1/2 TYP. �+ , 12'-0' 4'-5' 9'-2' 4'-6' '-0” 3'-4 '-0” 4'- & 0' (B ( () FLOOR PLAN 'C' xa�c 0' 2' 4' 8' 16' NOTES: 1. SEE SHEET A-3 FOR DOOR / WINDOW SCHEDULES, STRUCTURAL STANDING SEAM METAL ROOFING - TYP_ 16-0' EAVE 6x6 METAL GUTTER - TYP. PREFIN15HED METAL BUILDING PANELS - TYP 6'-8' WDW. HD_ HT. 6x6 METAL oWNS our- TYF. S IT -FAG PL E CMU - TY P. 0'-0” FINISH FLOOR 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 aO O/ 12 Q la — I I RIGHT SIDE ELEVATION SCALE: 1/8' = I'-0'MW I 0' 2' 4' 8' 16' Oa OJ 12 12 � I G I ;,,:r, NNNNNWt f £ , f r rhr, ,c Sr, rr , 55 ....... .:. •n+•n4.vv.,,.;v.+,., hv,; .:: ;p., ...,,,.,,,,...,.n.r,,,r,£u, uYr,rruu5.0 F 3. r 3 � „ar , r r f s s s 6 E 5 3 3 5 f •• .nr...rrL s„r f mwr n u,b„r ,rlru ,r.i,. # 3` r r sir .. .......... „� tt r, f y . ;s,,,rr,»s,,,r,, s,,,s„ ! s,.. y,n,,,y„f,,,,l,.5... r y,,.•,:: •,;..,..•,. _ , ,,,. , ,. ,. 1 -,,, ,.c,,,y, LEFT SIDE ELEVATION SGALE:1/8' = 1'-0' 6x6 GUTTER ROOF PLAN 'C' xaicrc� 6x6 GUTTER 0' 2' 4' 8' 16' 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 S NOT SHOWN OWN 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 ROUCH-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 MATFRIAI S, SYSTEMS, ETC. 10. PROVIDE NEW HVAC, ELECTRICAL AND PLUMBING SYSTEMS AS REQUIRED. SUBCONTRACTORS TO PROVIDE DRAWINGS FOR PERMIT AND ALL LABOR MATERIAI S ANY ,ANDA MISCELLANEOUS ITEMS NECESSARY FOR COMPIFTED SYSTEMS READY FOR OPERATION. 11. UNLESS OTHERWISE INDICATED, ALL EQUIPMENT, MATERIALS, FINISHES, COLORS, ETC., SHALL BE SELECTED BY OWNER. 1 12. ARCHITECT ASSUMES NOI I LAB LITY FOR CHANGES MADE IN THE FIELD OR EXISTING CONDITIONS. MM V� 1 13. WHERE INCONSISTENCIES OR CONFLICTS OCCUR WITHIN THE DRAWINGS THE MORE STRINGENT SHALL GOVERN. REPORT THESE IN WRITING TO THEIT ARCH ECT BEFORE PROCEEDING WITH MM V� CONSTRUCTION. IWII 14, PAINTING SHALL BE AS DIRECTED BY OWNER. FOLLOW D G i MANUFACTURER'S RECOMMENDATIONS FOR Al I APPLICATIONS. O lu 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 L MPH WINDLOAD. � 4J � Z 17. METAL WALL AND ROOF PANELS TO BE FACTORY APPLIED Q SIGNATURE 200 SILICON POLYESTER PAINT FINISH WITH 20 YEAR 0 FINISH WARRANTY. SUBMIT ALL COLOR SAMPLES TO OWNER FOR _ APPROVAL. U I LGL 4 II LL 0°0 0 LL4- 0 � 0 U r� rn V V� C 0 0 1) 0L o j LGL AU 0 CD m W r ° L ao n 6 m° O 4 L ++ o O c� ° Cqo N .o L C p ° Q3 L a C •L IL _ y 0 fi p m a L m C N [ g ¢ ° 6 4- z 4 L o � VI � 0s E Q Z a 0 U C 0 '0 t 0 L It ld job no: RJ5903 drawn by: RLJ date; PERMIT 11/13/03 revisions: A] A A SEAL In 0 C C0 r0CV)� �L f 0 +t O 4J 0 A' C v W C 7 0'L O0 V) 0 U — 10 0LL d — Ib Q 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 / 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: 3,300 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 H R >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 3300 SF / 300 = 11 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: 3300 SF/300=11 x .2" = 2.2" 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 sheet number A -2c cadd filename R J5903F-C RODNEY JEFFERSON ARCHITECT COPYRIGHT © 2003 f t £ sf £t f 3 f t f E £ 3 f i t £ f N s n i r£,r, .yr ,r ,rr,,,, r r. 5 r,i,rrt ,trr, £,,, s r.,s.,,y y„�, r s ,.3r, t .. .. ......r RIGHT SIDE ELEVATION SCALE: 1/8' = I'-0'MW I 0' 2' 4' 8' 16' Oa OJ 12 12 � I G I ;,,:r, NNNNNWt f £ , f r rhr, ,c Sr, rr , 55 ....... .:. •n+•n4.vv.,,.;v.+,., hv,; .:: ;p., ...,,,.,,,,...,.n.r,,,r,£u, uYr,rruu5.0 F 3. r 3 � „ar , r r f s s s 6 E 5 3 3 5 f •• .nr...rrL s„r f mwr n u,b„r ,rlru ,r.i,. # 3` r r sir .. .......... „� tt r, f y . ;s,,,rr,»s,,,r,, s,,,s„ ! s,.. y,n,,,y„f,,,,l,.5... r y,,.•,:: •,;..,..•,. _ , ,,,. , ,. ,. 1 -,,, ,.c,,,y, LEFT SIDE ELEVATION SGALE:1/8' = 1'-0' 6x6 GUTTER ROOF PLAN 'C' xaicrc� 6x6 GUTTER 0' 2' 4' 8' 16' 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 S NOT SHOWN OWN 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 ROUCH-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 MATFRIAI S, SYSTEMS, ETC. 10. PROVIDE NEW HVAC, ELECTRICAL AND PLUMBING SYSTEMS AS REQUIRED. SUBCONTRACTORS TO PROVIDE DRAWINGS FOR PERMIT AND ALL LABOR MATERIAI S ANY ,ANDA MISCELLANEOUS ITEMS NECESSARY FOR COMPIFTED SYSTEMS READY FOR OPERATION. 11. UNLESS OTHERWISE INDICATED, ALL EQUIPMENT, MATERIALS, FINISHES, COLORS, ETC., SHALL BE SELECTED BY OWNER. 1 12. ARCHITECT ASSUMES NOI I LAB LITY FOR CHANGES MADE IN THE FIELD OR EXISTING CONDITIONS. MM V� 1 13. WHERE INCONSISTENCIES OR CONFLICTS OCCUR WITHIN THE DRAWINGS THE MORE STRINGENT SHALL GOVERN. REPORT THESE IN WRITING TO THEIT ARCH ECT BEFORE PROCEEDING WITH MM V� CONSTRUCTION. IWII 14, PAINTING SHALL BE AS DIRECTED BY OWNER. FOLLOW D G i MANUFACTURER'S RECOMMENDATIONS FOR Al I APPLICATIONS. O lu 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 L MPH WINDLOAD. � 4J � Z 17. METAL WALL AND ROOF PANELS TO BE FACTORY APPLIED Q SIGNATURE 200 SILICON POLYESTER PAINT FINISH WITH 20 YEAR 0 FINISH WARRANTY. SUBMIT ALL COLOR SAMPLES TO OWNER FOR _ APPROVAL. U I LGL 4 II LL 0°0 0 LL4- 0 � 0 U r� rn V V� C 0 0 1) 0L o j LGL AU 0 CD m W r ° L ao n 6 m° O 4 L ++ o O c� ° Cqo N .o L C p ° Q3 L a C •L IL _ y 0 fi p m a L m C N [ g ¢ ° 6 4- z 4 L o � VI � 0s E Q Z a 0 U C 0 '0 t 0 L It ld job no: RJ5903 drawn by: RLJ date; PERMIT 11/13/03 revisions: A] A A SEAL In 0 C C0 r0CV)� �L f 0 +t O 4J 0 A' C v W C 7 0'L O0 V) 0 U — 10 0LL d — Ib Q 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 / 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: 3,300 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 H R >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 3300 SF / 300 = 11 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: 3300 SF/300=11 x .2" = 2.2" 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 sheet number A -2c cadd filename R J5903F-C RODNEY JEFFERSON ARCHITECT COPYRIGHT © 2003 S U ¢I C) r-�-i _w r W z o; of O z Q V) v� z W CL G FW-� w O LL W z V) V) tL 0 Z F- U W a a. W 0 r z rK 0 U V) W w a 0 Z s 0 C.) 0 O F11a W C11w m Z J v V) Z O Q v U W V) 0 Z v� CD z D V Z W G 0 0 w w v7 G V) W U U G vS Q W 0 V z -rI J LL v w G U CZ 0-1W a - O rr O.. W O 0 Z F— CL 0 r J U 0 cn z w 3 v rK >- cn W w S F— U S z (D V) w W >- w c 0 O W TEMPERS= ) GLAZING .................... ..................... .... .................. ..: ............ DOOR W C/)DETAILS C z E ry 0 V) meq- <t o �.0% 0LJ- � < o W (n Q.. �� z + W 0 � O a: V) REMARKS W TYPE MAT'L SIZE TYPE MAT'L Q JAMB SILL 1 D1 Q 12'-0"x16'-0" F1 ST Q - TINTED ................... 192.0 :L U -24.6 - W/ WEATHERSTRIPPING 2 a U AL 3'-0" x 6'-8" F1 J: U TEMP - 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 3 D4 SC 3'-0" x 6'-8" F1 HM - - ,,,:.,:.............. ..................................... :............::::::::::::'........:.:...::'...........:.::::::::::::::::::::::::::' ........... L W - - - U) W D2 IM 3'-0" x 6'-8" W HM - W 20.0 EE SCHE -24.6 - W/ WEATHERSTRIPPING EE SCHE EE SCHE SEE SCHED C rn uJ � U V D1 - OVERHEAD STEEL D2 - INSUL METAL D3 - ALUM D4 - SOLID CORE COILING DOOR STOREFRONT WOOD �. DOOR TYPE ELEVATIONS 6GALE:1/4' = 1'-0' W A R 0 FOR TRIM W u W W EE SCHE F1 - HOLLOW METAL *®O®R FRAME TYPES SEE PLAN(FIELD VERIFY) SII FIN15H FLOOR O WINDOW ELEVATIONS 9CALE:1/4' = 1'-0' METAL BLDG EXTERIOR METAL PANELS METAL BLDG STRUCTURAL STEEL � _.... PRECAST M45ONRY HEADER JAMB 5 _.............� - ........ EE STRUCTURAL POLYURETHANE SEALANT 4 }SACKER ROD CONTINUOUS OVERHEAD DOOR 4 FRAME - AROUND FRAME EACH 51DE 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 SCREWS IN FRAME Q 12" O.C. MAX WEATHERSTRIPPING - TYPICAL ............... PAINTED GALV 1" x 2" x 1/5" RAINGUARD v ALL EXTERIOR DOORS. EMBED IN P01 YURETHANI= 5EALANT DOOR HEAD (.JAMB SIM.) rn-'\ DOOR JAM TAIL PTDR019 SCALE: 3" = P-0' `� DTDR028 I OR 2 LAYERS GYPSUM BOARD - REFER TO PART. TYPES TILE (WHERE GALLED FOR DOOR 5WEEP ON FLAN) OVER 1/2" CONGRETE 5AGKER BD METAL THRESHOLD DOUBLE 2x WOOD STUDS IN FULL BED I OF 5EALANT } LL QL W Q u.i LL Q-. W W DOOR SCHEDULE U DOOR FRAME C/)DETAILS C z E ry 0 V) meq- <t o �.0% 0LJ- � < o (0 2 �� Gl- z + (n Q.. �� z + W 0 � O a: V) REMARKS NO. TYPE MAT'L SIZE TYPE MAT'L HEAD JAMB SILL 1 D1 ST 12'-0"x16'-0" F1 ST - - TINTED -C 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 HM - - L - - - - U) 4 D2 IM 3'-0" x 6'-8" 171 HM - W 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING � Z 0 C rn uJ � U V 70 L O .F.r 00to Ati W r o 0 0 ° m +d o ` N o v 0 .N L 4 n V L X ¢ ~ 0 0 p 0 N C o 1 L A �y/ �ri C �1 r pU V z`m 0 0_ E - < � U V U 0 �. job no; RJ5903 drawn by; RLJ date: PERMIT 11/13/03 revisions: A 0 , WINDOW SCHEDULE WINDOW cn �Q DETAILS 0 V) meq- <t o 4— 0 z + 4-- Q W(D z 1 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 -C W W L 0 L U) S L W 0 � Z 0 C rn uJ � U V CONC. 51-01 PLAN FOR l THIGKNE55 FIN15H - 5E; ELEV. CONG. LINTI W/ RE5AR c IN 50LID - STRUCTURA SEALANT A 130TH 51DE� ALUMINUM U WINDOW HEAD DETAIL SCALE: 3" a P-0" \ / pTWDMHO4 5EE PLAN L/ ALUMIi SEALA BOTH DOOR IN FRAME - SEE PLAN FOR SIZE SEE PLAN FOR FLOOR FIN15H SEALANT BEAD CONTINUOUS AROUND FRAME- 130TH SIDES 1/4" RECESS - �'` O,..ORDINATE UJ/ WA L "t t GONG. �f------ - - - HOLLOW METAL DOOR FRAM '71 - — 'y-- -- ---.J ---- , --> - --' WITH 3 ANCHORS SCREWED TO JAMS STUDS TYPICAL SLAB AND FOOTING �p ENTRY SLAB I GONSTRUCTION DRIP I DOOR WHERE REQUIRED I A5 REQ'D. THRESHOLD DETAIL H.M. FRAME DETAIL PTPRO15A SCALE: 3" = P-0' 1\7 / pTpR®18 FIN15H ELEV. WINDOWSILL DETAIL CONC. SLOG PLAN FOR L THICKNESS FIN15H - SEI ELEV. -OGKING FILLED GEL (1) "5 REBA 51RUCTURA SCALE: 3' = 1'-0" SILL SEALANT A. BOTH SIDE; ALUMINUM LL DETAILWINDOW JAMB % DTWDMJ04 EXTERIOR -OCKING SCALE: 3' = I'-0' STRUCTURE 1/4' P.T. SHIM CONT. SEALANT W/ 5ACKER ROD PREFIN. ALUM. FRAME GASKET GLAZING A5 SCHEDULED SILL L - 5EE ISI PREFIN. ALUM. DOOR R WALL THRESHOLD FLOOR FIN15H STOREFRONT DOOR DETAIL SCALE: 3' = 1'-D" DT1111DW05A SCALE: 3" = P-0' Oeneral 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 mph windload (FBC 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 arid 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. Do®r / Window Legend AL - ALUM. STOREFRONT - FAC. HS - HORIZONTAL SLIDER FIN. - SEE WDW ELEV. IM - INSULATED METAL BF - 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 FIM - 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. 0 SEAL U E U E 0 J - 'L U 0- (` 0 C V �L- �, -N 0 4J U 0 w C C E3 0's> ®0 U? 0 U L 0LL d- — 0 Q VJ YO M -C W W L 0 L U) S L W 0 � Z 0 C rn uJ � U V 70 L O .F.r 00to Ati W r o 0 0 ° m +d o ` N o v 0 .N L 4 n V L X ¢ ~ 0 0 p 0 N C o 1 L A �y/ �ri C �1 r pU V z`m 0 0_ E - < � U V U 0 �. job no; RJ5903 drawn by; RLJ date: PERMIT 11/13/03 revisions: A 0 , sheet number A-3 RJ5903DR RODNEY JEFFERSON ARCHITECT COPYRIGHT G 2003 a F- U W I— S .. U CL' •=L G CU Ld w LJ W w z 0 0= 0 w z 0 V) 2 n, W n z w ry w F— 01 T s01 CL 0 z 0 0 w z CD cn 0 z U w 0 rKLL 01 w 0 r G f 0 w v w cr 0 U W a. U cJ U c� z Gi w �J a n a w w M F— CD z J J s z �J F=- rJ c� w CL a z Ci 0 z 0 L W 0rD 0 w V) w vi G cn w 0 V w 0 V z V) w c� F– w 0.. 0 n W w 0 0 z Q F- CD r 0— CD rJ r Z 0 0 co w cr w V) LJ r m w 01 T t-- c.� c1 z 0 V) w LdLd i- . W z a 0 i TYPICAL WALL SECTION PTLULPE02 SHED MTL IANEL 3ACKE0 \TT 'ION IANEL OGLE =_5AR CONT. :D COURSE )NTAL RCING A 24' RT. - TYP. :D FLOOR Eli WALL SECTION SCALE: I" = 1'-0' \" / DTWL5T20 I SOAP DISPENSER 30 x 48' MIN. CLEAR FLOOR SPACE CENTERED ON LAY 60" DIA. TURNING RADIUS PAPER TOWEL DISPENSER 36" GRA55AR 60" x 59' MIN. CLEAR FLOOR SPACE AT HC WATER CL06ET TOILET TISSUE D15PEN5ER 42' GRA55AR SERVICE SINK TYPICAL TOILET ROOM PLAN PTBATH02 SCALE: 1/4' = 1'-0"'� �r — U Q 504P URINAL HC URINAL WATER L.AV D 15PENSER CLOSET 3'-6" Ck CLEAR GRA 15AR GRAB 2'-rD° BAR TOP TISSUE T., D 15PEN. m NAPKIN 'ttJDISPOSAL z N TISSUE r1 D15PEN. 3 0 2 HC WC TOILET ACCESSORY OCATION SCALE: 3/4" = 1'-0" \ 7� PTTOILF-T SEAM ILDING HC TILT MIRROR WA5HAE5LE PAINT ON WATER RESISTANT OARD - TYP / O VINYL WALL P � Cis NOTE: SEE TYPICAL MOUNTING HEIGHT DETAIL FOR LOCATIONS OF ACCESSORIES TYPICAL TOILET ROOM ELEVATIONt PTTREL02 LAV IN COUNTER a SCALrz: 1/4" = 1'-0' "I f J 101 r'= ii cv C`1 , HAND TOWEL FEMININE SHELF TISSUE DRYER BAR NAPKIN PAPER DISPOSAL D15PEN5ER MIRROR b SOAP / p15P. / o MIN KNEE m m n m rn m CLEARANCE ry —INSULATE EXPOSED PIP SCALFE: 3/8' = 1'-0" HC LAV/MIR/50AP DISPENSER PAPER TOWEL FEMININE ROBE DISPENSER / NAPKIN HOOK P I5P05AL, D ISPEN5ER 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. 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 BUILDING CODE: 2001 FLORIDA BUILDING CODE W/ CURRENT L 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 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 0 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 cmu walls at 6'-0" MAX. OC (Typical U.O.N.).. 4. Provide HORIZONTAL JOINT REINFORCING, W1.7 or 'bur–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. Stock 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. SEAL VN N C 0 C C a� J 0 L� lima - Q .00C(nN a L -C Q) ® C Po C 0 0 0 IL 00 Q shut number .w. cadd filename RJ5903SC RODNEY JEFFERSON ARCHITECT COPYRIGHT OJ 2003 DESCRIPTION MANUR NO. l 50AP DISPENSER E5-2112 u EACH TOILET MIRROR - HC E3-293 2436 EACH TOILET j , I TOILET TISSUE DISPENSER 5-2040> �f W/ SHELF - EACH TOILET ROBE HOOK ON BACK OF 5-76-11 DOOR EACH TOILET 42" GRAB 5AR EACH TOILET 3611 GRAB BAR EACH TOILET PAPER TOWEL Dl5PEN5IER / 5-3944 �J I� WASTE 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. DESIGN CRITERIA BUILDING CODE: 2001 FLORIDA BUILDING CODE W/ CURRENT L 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 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 0 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 cmu walls at 6'-0" MAX. OC (Typical U.O.N.).. 4. Provide HORIZONTAL JOINT REINFORCING, W1.7 or 'bur–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. Stock 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. SEAL VN N C 0 C C a� J 0 L� lima - Q .00C(nN a L -C Q) ® C Po C 0 0 0 IL 00 Q shut number .w. cadd filename RJ5903SC RODNEY JEFFERSON ARCHITECT COPYRIGHT OJ 2003