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333 Gordon St - BC04-001068 (NEW INDUSTRIAL) (A)PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER 146--70130 Tf PROPERTY OWNER ADDRESS 1: � I I 1 M lilrblal–I'Aii ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRAC'T'OR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # h4-- JWJ- DATE —lk/44 PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 73TAio I (-.) f— U Ll'- <_ Z C) V) LC LLJi I L w r LL) G C1 O (r = CC w Z O V) ckfLi rL Z w c-1 w I— -.r_ r 0 W >_ G c[ �__ of w CD V) CK U Z w a ry w Of III O c <c n' I w cn w 0 a w cL U U d Q) G = U a w u a 0 O CL w Of w CO0 z w -r - v> V) Z CD C) F7 C> w 1 - r n, vS z LLJ Zi c, O c-) w w 71 cn w z V iw c� V I- w V) w cn I- CD >_ �_- w 0_ a r w _ O c, = CD cif n 0 U i J a (-) V) = V) ry LLJ11 w r I 11 w = C-) = = 0 V) w w Li w >_ w L a 0 01 A@=110,1�!i , I I l�kl''l'��'� ... 111 0 A O Y1 DEL.PHINI CONSTRUCTION COMPANY 845 Sunshine Lane Altamonte Springs, Florida 32714 Phone (407) 830-7447 Fax (407) 830-7429 ARCHITECT RODNE Y .JEFFERSON ARCHITECT 90 0 55 Floribunda Drive Orlando, Florida 32818 Phone (407) 291-8406 Fax (4017) 203-50115 E IL -�rd t ll� t j/"*-% Adfimft� KANIIIIIIIII mlddft� rEN WAINIIIIII A094kkk - Y,, ; - ., il r .., t,j u %w -z7 %twoA(i 0 n ,.; r &=a : 11A � ff I& %N%- h Q i.,,e.! ; c;;: ,/ ,.; . ......... ....... ..."'.1 i........ ef. ,,.,, 1111 :.r.,. t ......... N 89 4 _:_111 ­ . . �r , � - ,�,M= I :1 ,� I — i I :: I � ,� ,. I . i � . I , . [W - CORDON STREET (50' R/W) 9"' E 235 00 :. .............:.,.. ,:. 11,1,1. . % 1I1 ... ,._,,;',`,,...tt/:_,: ••••,•...:..'::t;:;�:. f:':'l./......,,,.,,.,,.,. ................. +t% 1111 .. .. / 111,1,. / 1111 ,, l .. .,.. .. .. :. .111:1. 1111... I 1 5EE CIVIL. DRALUING5 5Y IGEN EHLIWR5, PE FOR ALL SITE WOW - THI5 IS FOR REFERENCE ONLY 11 . .. 11`� ....... , ;� 111 04*0,111- AA '"" N I A 1i i �� *�Aio '11-1 71 : i : 1111'FA-11" � U P L U �, - N 11� a , SCHEMATIC - ARCHI ! RAL SITE PLAN A ScaLE:l° = 3m' 6�381T� -1 a � � � � � WAM, ! ff a - w-__- - J W� L \P \ ls�� A�) � � . ,1__0 X M�. ., , „,fll ,,,,, OA -0 k . '{ tiij l 1, `r: y 3 1 r� ` ,j ,:, P P""`,.�,, zJ ,0 11--, --..,.---,--” - �', - : , 1.'�. -��l 11,�Ayy q% *�{ A �"' ^1p .� 1 ) i f, » c it d a i ,- :; V - �`­ i g: -0 A. ♦ : rem A.B. ANCHOR BOLT DET. DEFAIL H.B. HOSE BIB MTL. METAL READ. REQUIRED VOL. VOLUME PLAN A/C AIR CONDITIONER DIAM, DIAMETER H.C. HOLLOW CORE O.A. OVERALL REV. REVISION / REVERSE V.T.R. VENT THROUGH ROOF ELEVATION HEIGHT ACOUST. ACOUSTICAL DIM. DIMENSION HDWR HARDWARE O.C. ON CENTER RM, ROOM W. WIDTH / WIDE / WASH ®(I �^�+p ,ry � � STUD FRAME WALL NORTH ARROW IDENTIFICATION FIN15H FLOOR ---*– IDENTIFICATION ADJ. ADJACENT DISP. DISPOSAL H.M. HOLL OW MEFAL 0. D. OUTSIDE DIAMETER ROS ROUGH SAWN W.C. WATER CLOSET 1 -HOUR FIRE AT p WALL A.H.U. AIR HANDLER UNIT D. L. DEAD LOAD HORIZ. HORIZONTAL OPP. OPPOSITE S.C. SOLID CORE WD. WOOD IPL INTERIFZOR I 2- NOUS: FIRE RATED WALL ALUM. ALUMINIUM DN. DOWN HT. HEIGHT OPT. OPTIONAL SCHED. SHEDULE W.D.W. WINDOW MULTIPLE IN ELEVATION ORIENTATION 2 t; IV, - ��„aM� WALL uJ� INSULATION LIVING ELEVATION REFERENCE ELEVATION NUMBER 3 ALT. ALTERNATE D.W. DISHWASHER HTG HEATING P. PANTRY SFC. SECTION W.H. WATER HEATER SPACE ROOM SPACE NAME BRICK APPROX, APPROXIMATE DWG, DRAWING HTR. HTR P.C. PULL CHAIN SH. SHELF W.I.C. WALK -IN -CLOSET IDENTIFICATION 1z3a -- SPACE NUMBER PARTITION TYPE CONCRETE MASONRY BLOCK WALL BRC. BEARING EA. EACH IN. INCHES PED. PEDESTAL SRT. SHEET W.P. WATERPROOF < Imo— PARTITION NUMBER TYPE BD, BOARD E.J. EXPANSION JOINT INSUL. INSULATION PERP. PERPENDICULAR DIM. SIMILAR IDENTIFICATION �/ NUMBER EQUIPMENT T fi O�Ifi�EI� Gc�NG:�T� WALL BLDG. BUILDING ELEV. EI ENATION INT. INTERIOR PL PLATE S.G.D. SLIDING GLASS DOOR DETAIL I SHDETAIL IDENTIFICATION 12"x, EQUIPMENT NUMBER �''` `/ _�`" BLK. BLOCK FQ, EQUAL JST. JOIST. PWD PLYWOOD SQ- ;QUARE r]EFERENCE A -m SHEET NUMBER I - I SECTION/ ELEVATION. A 1 ION B.M. BEAM EST. ESTIMATE JT. JOINT PROP PROPERTY S.S STAINLESS STEEL — DETAIL NUMBER UVIND®iiV' DIMENSIONAL LUMBER% BATT INSULt4TION BTM. BOTTOM EXIST. EXISTING LB. POUND PS.F. POUND PER SQUARE FOOT STD. STANDARD WINDOW LETTER COL COLUMN EXT. EXTERIOR LAM- LAMINATED P.S.I. POUND PER SQUARE INCH SIO. STORAGE DETAIL IDENTIFICATION CD CUT LUMBAR �:IC�ID �C7Ai'1 / DETAIL 2 SCAL>=:1/4' = I'-®' ®��R fN5UL,4TfON CER. CERAMIC FN.FL. FINISH FLOOR LAV. LAVATORY P.T. PRESSURE TRATED STR. STRUCTURAL TITLE p 3� DOOR NUMBER f=LYWOOp C.J. CONSTRUCTION JOINT FIN. FINISH LTG. LIGHTING PTN. PARTITION SUB- SUBSTITUTE CADD FILE NAME IDENTIFICATION CONCRETE CLG. CEILING F.G. FIXED GLASS MATE MATERIAL P.H. PAPER HOLDER SUP. SUPPORT �-- SECTION ORIENTATION SART+ --I SILL � � REVISION1W MASONRY UNIT C.M.U. CONCRETE BLOCK F. P. FIREPLACE MAX. MAXIMUM QUAL. QUALITY 'T.C. TRASH COMPACTOR "" WALL SECTION/1111�_SECTION NUMBER � IDENTIFICATION �-- REVISION NUMBER FT. FEET � I 5TRUCTURAL STEEL F-LOOR TRUSS CONC. CONCRETE M.C. MEDICINE CABINET QUAN. QUANTITY TEMP. TEMPERATURE�4 ,Am DRAWING ON WHICH ,b REFEREN�°'E CONST. CONSTRUCTION FTG. FOOTING MECH. MECHANICAL R.A.G. RETURN AIR GRILL THK. THICK/THICKNESS lx� , SECTION OCCURS .�- COLUMN CENTERLINE POROUS SILL MARBLE - � CONT. CONTINUOUS GA. GAGE MIN. MINIMUM RAD. RADIUS TYP, TYPICAL > SECTION ORIENTATION "° I. I SECTION NUMBER I COLUMN � ROCK �'IT,QI- CTR. CENTER GALV. GALVANIZED MISC. MISCELLANEUIJS R.D. ROOF DRAIN U.L. UNDERWRITERS LABORATORY C�, PUILDINO SECTION A -m A -m IDENTIFICATION D DRYER GL. GLASS M.O. MASONRY OPENING REF. REFRIGERATOR VENT. VENTILATION �u �`,1 ... REFERENCE DRAWING ON WHICH (: 11" COLUMN NUMBER CAST- IN-PLACE CC�NCR- DBL. DOUBLE GYP. GYPSUM M.T. METAL THRESHOLD REINF. REINFORCE VERT. VERTICAL SECTION OCCURS— BRIGK INSULATION (RICTID) 0 "1.4 ,,��5 �� �4 0 ;; ,CS � ACOUSTICAL TILE cs IV# rn � 4 , . C Yf=SUM WALL BOARD 11) C U) ° cd 0 ' - I� V Q) Q 1\ f. (CV)N L _c �1 L W ® .w U) +' CJ �j C F TJ o E J 0'; 0 0 V) E 0 IT, 0 LL I ,' 00 Q job no: RJ5903 drawn by: / date: PERMIT 11/13/03 revisions= Z 1211/03 0 A uI pIGC� NO. 1 1.11­ FYP 5UILDING . NO 4 ... TYPE 'A' . ,;: f� �111111 ri,l", „P o; . �� (", .", " ,,;$rzE ,.. :GIyIL iJRALUIi�fCxB ; s, :: 1.. .. : ; t �� " . .11 � .1E,IJILE)INGs NO. 2 NOTES ; � :'� . ,�� I . 'f� .*::;, 1. I . o.. I I -1 1. .: 1. d' TY'�' a 1. LEGAL DESCRIPTION AND SURVEY INFORMATION AS SUPPLIED BY OWNER. SEE.4 -/.,: 11 �i ­,�, I I II � ;:; I I f: r 1. �-;� �f;, ''� ­ I . u *1 *1i ,a ,� .1 ,�,`�,.� I , nto , -:'i — "' A � �­ — 11-111 — IPE I ,�_, I I— - �­�� I ­ � �_ ,:,�: . �.; , i __5 ...... 11�"­­­­ 1:11 5��' .1 i . . , '' . �­ —, � `�*, , , I .1 , , ­:­ � 11— i:;�,�� ...'­ I . I 1.-..:A�:�'', 1'�_ I i �,:.�-'�.�_,: . 1­�- ­­ ,�111,111.1�1 ...... -111. I I �­­ ''. . I i ;: I !�:­:. : :: : ;L, : . :;: ;,:; : �;; :; . 1:,:il I... CIVIL ENGINEERING BY KENNETH H. FREERS, P.E. .. ., „11- :e p 1.J L. FINISH FLOOR ELEVATION IS REFERENCED FROM 0'-0° - SEE CIVIL DRAWINGS �L Ga FOR ACTUAL ELEVATION. , . U; . : ,11 .; - . 3. ,THIS STRUCTURE IS NOT DESIGNED TO BE IN 100 -YEAR FLOOD PAIN. 11 BUILDING NO. 5 4. ALL EXTERIOR SIGNAGE REQUIRES A SEPARATE PERMIT. TYPI= .A. ,, -% 5. PROVIDE APPROVED STREET ADDRESS/SUITE NUMBER POSTIONED SUCH AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. LETTERS SHALL CONTRAST WITH : _ "V ; THEIR BACKGROUND WITH A 6" HIGH MINIMUM CHARACTER WITH A 3/4" STROKE1,1i PUILDINCz NO. 3 RECOMMENDED. - TYPE 'C' 6. SEE DRAWINGS BY OTHERS FOR PRE-ENGINEERED STRUCTURE, STRUCTURAL ENGINEERING, MECHANICAL DESIGN, ELECTRICAL DESIGN, AND PLUMBING DESIGN. .. . - - 111 1 t ; . .; . :. / -° , " ,1111, .:,:..:+. ' . t . . .. .,. ...: 3 .....:... :i , _1111. "I'll, Q"L .. . ,.::/ ;..; : : t 1111 <.t .. ,1 .............. mxu� .., r, x1 'L — .,,.,,,,,,,.,. 1. " ,11,,11.. 11 11..1..1 : .:-......... :..- i. ,.. 111. _ .1...... .. ..... . 1.11 :. :-....- , .... . 1111 :. . S 89°54'29"' W .235.00'"rix 11 ................ .......1. .." ... ..... ::::.:......::: ................ .:..... _ , 11.11. _.................... _ -11 �L 11 . .. 11`� ....... , ;� 111 04*0,111- AA '"" N I A 1i i �� *�Aio '11-1 71 : i : 1111'FA-11" � U P L U �, - N 11� a , SCHEMATIC - ARCHI ! RAL SITE PLAN A ScaLE:l° = 3m' 6�381T� -1 a � � � � � WAM, ! ff a - w-__- - J W� L \P \ ls�� A�) � � . ,1__0 X M�. ., , „,fll ,,,,, OA -0 k . '{ tiij l 1, `r: y 3 1 r� ` ,j ,:, P P""`,.�,, zJ ,0 11--, --..,.---,--” - �', - : , 1.'�. -��l 11,�Ayy q% *�{ A �"' ^1p .� 1 ) i f, » c it d a i ,- :; V - �`­ i g: -0 A. ♦ : rem A.B. ANCHOR BOLT DET. DEFAIL H.B. HOSE BIB MTL. METAL READ. REQUIRED VOL. VOLUME PLAN A/C AIR CONDITIONER DIAM, DIAMETER H.C. HOLLOW CORE O.A. OVERALL REV. REVISION / REVERSE V.T.R. VENT THROUGH ROOF ELEVATION HEIGHT ACOUST. ACOUSTICAL DIM. DIMENSION HDWR HARDWARE O.C. ON CENTER RM, ROOM W. WIDTH / WIDE / WASH ®(I �^�+p ,ry � � STUD FRAME WALL NORTH ARROW IDENTIFICATION FIN15H FLOOR ---*– IDENTIFICATION ADJ. ADJACENT DISP. DISPOSAL H.M. HOLL OW MEFAL 0. D. OUTSIDE DIAMETER ROS ROUGH SAWN W.C. WATER CLOSET 1 -HOUR FIRE AT p WALL A.H.U. AIR HANDLER UNIT D. L. DEAD LOAD HORIZ. HORIZONTAL OPP. OPPOSITE S.C. SOLID CORE WD. WOOD IPL INTERIFZOR I 2- NOUS: FIRE RATED WALL ALUM. ALUMINIUM DN. DOWN HT. HEIGHT OPT. OPTIONAL SCHED. SHEDULE W.D.W. WINDOW MULTIPLE IN ELEVATION ORIENTATION 2 t; IV, - ��„aM� WALL uJ� INSULATION LIVING ELEVATION REFERENCE ELEVATION NUMBER 3 ALT. ALTERNATE D.W. DISHWASHER HTG HEATING P. PANTRY SFC. SECTION W.H. WATER HEATER SPACE ROOM SPACE NAME BRICK APPROX, APPROXIMATE DWG, DRAWING HTR. HTR P.C. PULL CHAIN SH. SHELF W.I.C. WALK -IN -CLOSET IDENTIFICATION 1z3a -- SPACE NUMBER PARTITION TYPE CONCRETE MASONRY BLOCK WALL BRC. BEARING EA. EACH IN. INCHES PED. PEDESTAL SRT. SHEET W.P. WATERPROOF < Imo— PARTITION NUMBER TYPE BD, BOARD E.J. EXPANSION JOINT INSUL. INSULATION PERP. PERPENDICULAR DIM. SIMILAR IDENTIFICATION �/ NUMBER EQUIPMENT T fi O�Ifi�EI� Gc�NG:�T� WALL BLDG. BUILDING ELEV. EI ENATION INT. INTERIOR PL PLATE S.G.D. SLIDING GLASS DOOR DETAIL I SHDETAIL IDENTIFICATION 12"x, EQUIPMENT NUMBER �''` `/ _�`" BLK. BLOCK FQ, EQUAL JST. JOIST. PWD PLYWOOD SQ- ;QUARE r]EFERENCE A -m SHEET NUMBER I - I SECTION/ ELEVATION. A 1 ION B.M. BEAM EST. ESTIMATE JT. JOINT PROP PROPERTY S.S STAINLESS STEEL — DETAIL NUMBER UVIND®iiV' DIMENSIONAL LUMBER% BATT INSULt4TION BTM. BOTTOM EXIST. EXISTING LB. POUND PS.F. POUND PER SQUARE FOOT STD. STANDARD WINDOW LETTER COL COLUMN EXT. EXTERIOR LAM- LAMINATED P.S.I. POUND PER SQUARE INCH SIO. STORAGE DETAIL IDENTIFICATION CD CUT LUMBAR �:IC�ID �C7Ai'1 / DETAIL 2 SCAL>=:1/4' = I'-®' ®��R fN5UL,4TfON CER. CERAMIC FN.FL. FINISH FLOOR LAV. LAVATORY P.T. PRESSURE TRATED STR. STRUCTURAL TITLE p 3� DOOR NUMBER f=LYWOOp C.J. CONSTRUCTION JOINT FIN. FINISH LTG. LIGHTING PTN. PARTITION SUB- SUBSTITUTE CADD FILE NAME IDENTIFICATION CONCRETE CLG. CEILING F.G. FIXED GLASS MATE MATERIAL P.H. PAPER HOLDER SUP. SUPPORT �-- SECTION ORIENTATION SART+ --I SILL � � REVISION1W MASONRY UNIT C.M.U. CONCRETE BLOCK F. P. FIREPLACE MAX. MAXIMUM QUAL. QUALITY 'T.C. TRASH COMPACTOR "" WALL SECTION/1111�_SECTION NUMBER � IDENTIFICATION �-- REVISION NUMBER FT. FEET � I 5TRUCTURAL STEEL F-LOOR TRUSS CONC. CONCRETE M.C. MEDICINE CABINET QUAN. QUANTITY TEMP. TEMPERATURE�4 ,Am DRAWING ON WHICH ,b REFEREN�°'E CONST. CONSTRUCTION FTG. FOOTING MECH. MECHANICAL R.A.G. RETURN AIR GRILL THK. THICK/THICKNESS lx� , SECTION OCCURS .�- COLUMN CENTERLINE POROUS SILL MARBLE - � CONT. CONTINUOUS GA. GAGE MIN. MINIMUM RAD. RADIUS TYP, TYPICAL > SECTION ORIENTATION "° I. I SECTION NUMBER I COLUMN � ROCK �'IT,QI- CTR. CENTER GALV. GALVANIZED MISC. MISCELLANEUIJS R.D. ROOF DRAIN U.L. UNDERWRITERS LABORATORY C�, PUILDINO SECTION A -m A -m IDENTIFICATION D DRYER GL. GLASS M.O. MASONRY OPENING REF. REFRIGERATOR VENT. VENTILATION �u �`,1 ... REFERENCE DRAWING ON WHICH (: 11" COLUMN NUMBER CAST- IN-PLACE CC�NCR- DBL. DOUBLE GYP. GYPSUM M.T. METAL THRESHOLD REINF. REINFORCE VERT. VERTICAL SECTION OCCURS— BRIGK INSULATION (RICTID) 0 "1.4 ,,��5 �� �4 0 ;; ,CS � ACOUSTICAL TILE cs IV# rn � 4 , . C Yf=SUM WALL BOARD 11) C U) ° cd 0 ' - I� V Q) Q 1\ f. (CV)N L _c �1 L W ® .w U) +' CJ �j C F TJ o E J 0'; 0 0 V) E 0 IT, 0 LL I ,' 00 Q job no: RJ5903 drawn by: RLJ date: PERMIT 11/13/03 revisions= Z 1211/03 0 A she( --t niambcr A ilo-na mfe F-�,-1590.3GV RODNEY JEFFERSON ARCHITECT COPYRIGHT `J 2003 F - w F -- C.) d z 0 V) ry w w w w r w z 0 U 0 n_ - L_ If (D cn V) w CLz w rK w 0 F_ d 0 r z 0 0 w z c� 0 Z v w 0 ri- Of w 0 r z ry 0 w 0 w cn Ui w 0 0 w a_ 0 U 0 w z ¢ U w 0 cl w 111w m 0 z Q _ V) z 0 Q C-) w w cn 0 z d z ¢ 0 vi z U Q 0 w cn w z CD cn w 0 0 z d w a cri ¢ J d w w Z V) w 0 CL CL w 0 a z ¢ 0 U z 0 mt MW 0 LLJ w cn w m w w v U ¢ z 0 V) w w UJ UJ z 0 0 FRONT ELEVATION REAR ELEVATION RIGHT SIDE ELEVATION SCALE: 1/8' = 1'-0' 8" 26'-10' 26'-10" 81 /A-_ — , A-4 Fl ■ ■ ■ ■ _ 63 x _ 3 ■ TYPICAL VERTICAL FILLED CELL_ • 1 -*5 BAR IN GROUT FILLED CELL, I�:J — A-4 5LA5 TO TIE REAM {.. - OPP. 0 1 1 1 P 5 -0 ROUGH- IN FOR 5 -� ■ FUTURE USE )D I 0'-O' FINISH FLOOR 0 TOP OF SLA5 ' ►!l ■ I B TLED WATER D 15 NFD W/ CUP LDER BOLLARD - TYP. DOWNSPOUT - TYP_ O F O rlig,a ■ ■ ■ ■ ■ ■ o o �` - I/2 TYP. 12'-0" 4'-5' 91-2' 4'-&'2'-0' 3'-42'-0p 4149" '-0' FLOOR PLAN 'C' x�c 0' 2' 4' 8' 16'D LEFT SIDE ELEVATION LIFE SAFETY LEGENC� SCALE:I/01 NOTES: 1. SEE SHEET A-3 FOR DOOR / WINDOW SCHEDULES. 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 6x6 GUTTER ROOF PLAN 'C' xwc,�ct� 6x6 GUTTER Lel 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, BU1 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. MFTAL 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 TYPFS: FBC CHAPIER 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 HEIGH L: 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 FIR >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 40322 -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 STRUCTURAL STANDING SEAM METAL ROOFING - TYP. 12 1 ........................................................................................ . 18'-0' EAVE 6x6 METAL GUTTER -TYP. O J E E PREFINI5HED METAL 5UILDING ' PANELS - TYP L N , iL 4J (n 4J O i1 s 6'-8' WDW_ HD. HT..,,,,, L Oa0'� 6x6 METAL DOWNSPOUT - TYP. - IL SPLIT -FACE CMU - TYP. 00 0'-0" FINISH FLOOR V� g rl T_i"s ll' 3'_„5.' ... 8" 26'-10' 26'-10" 81 /A-_ — , A-4 Fl ■ ■ ■ ■ _ 63 x _ 3 ■ TYPICAL VERTICAL FILLED CELL_ • 1 -*5 BAR IN GROUT FILLED CELL, I�:J — A-4 5LA5 TO TIE REAM {.. - OPP. 0 1 1 1 P 5 -0 ROUGH- IN FOR 5 -� ■ FUTURE USE )D I 0'-O' FINISH FLOOR 0 TOP OF SLA5 ' ►!l ■ I B TLED WATER D 15 NFD W/ CUP LDER BOLLARD - TYP. DOWNSPOUT - TYP_ O F O rlig,a ■ ■ ■ ■ ■ ■ o o �` - I/2 TYP. 12'-0" 4'-5' 91-2' 4'-&'2'-0' 3'-42'-0p 4149" '-0' FLOOR PLAN 'C' x�c 0' 2' 4' 8' 16'D LEFT SIDE ELEVATION LIFE SAFETY LEGENC� SCALE:I/01 NOTES: 1. SEE SHEET A-3 FOR DOOR / WINDOW SCHEDULES. 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 6x6 GUTTER ROOF PLAN 'C' xwc,�ct� 6x6 GUTTER Lel 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, BU1 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. MFTAL 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 TYPFS: FBC CHAPIER 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 HEIGH L: 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 FIR >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 40322 -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 SEAL O J E E CO .� O(\ 4J N L O U)N L N iL 4J (n 4J O � E L � L Oa0'� ���o IL 00 V� W 0 J 0 W 0 a) L U Z L Q � ° J u 1 LL LL LLII -U 0 0 W 0 4-F 0 rn v+ M C 0 00 0 O L 0 J LCL A0 W .. 0 00 E In 7' n 0 U o a 00 10 m m° ++ LL N o o LCD 0 " CV 0 Of ¢ a m© L c �r o L W 0 y p d 1 o 0 0 U 0U v z 0 ID o 0r a F z 0 u C m 0 job no: RJ5903 drawn by: RLJ date: PERMIT 11/13/03 revisions: 0 0 0 sheet number A -2c cadd filename RJ5J©3FC RODNEY JEFFERSON ARCHITECT COPYRIGHT I Ci 2003 Lu Q Lu z U ILI ILL0 TEMPERED GLAZING ...............................................1........,.,,........ ..... JAMC-3 � v� 0 f► — POLYURETHANE SEALANT 4 BACKER ROD CONTINUOUS t AROUND FRAME EACH SIDE ANCHOR PER MANUFACTURER'S HOLLOW METAL DDDR FRAME � PRE -GROUT SOLID MAT'L (NOTE: GALVANIZE ALL EXTERIOR .....................................,..... ... STEEL DOORS 4 FRAMES) HEAD (SEE DOOR SCHEDULE FOR SIZE) SILL. PROVIpE COUNTERSUNK D1 -73 ......::::. SCREWS IN FRAME 6 12" O.G. MAX ST WEATHERSTRIPPING - TYPICAL :.....::::.::...:. PAINTED GALV 1" x 2" x 1/8" ALUMIP :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::....................... :: 192.0 w z -24.6 POLYURETHANl= SEALANT W/ WEATHERSTRIPPING 2 w z AL 3'-0" x 6'-8" F1 w a TEMP - METAL U complete installation in order that all items shall be installed in the 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 3 D4 SC 3'-0" x 6'-8" F1 HM - - ....:....................................................................... '::;:::;;:':.:...:,,.;':...::;;......:';':;';;::•........................... �. ........:...:.:..::::•:.:::,:: OF SEALANT �i - - - 4 D2 IM 3'-0" x 6'-8" F1 HM •A:n, y'i >, - .......... ............................................. ,...:............................. ,,,,,::,,,.:.,,..•. 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 777-7=77777 7 77 AROUND FRAME- BOTH SIDES 1/4" RECESS i i EF SGHE FE SCHE QORDINATE W/ WALIL EE SCHE SEE SCHED r — "-_---'-----' ----- l"; HOLLOW METAL DOOR FRAM - ---- ----- ---;r': - - D1 - OVERHEAD STEEL D2 - INSUL METAL D3 - ALUM D4 - SOLID CORE COILING DOOR STOREFRONT AND FOOTING -c WOOD DOOR TYPE ELEVATIONS 6CALE:1/4' = 1'-0' ILl Q SFE DETAILS w FOR TRIM w w EF SCHE P1 - HOLLOW METAL *— ®®®R FRAME TYPES 5EE PLAN(FIELD VERIFY) FINISH FLOOR O WINDOW EL=EVATIONS 5GALE:1/4' = 1'-0' METAL BLDG EXTERIOR METAL PANELS METAL BLDG STRUCTURAL STEEL - PRECAST MASONRY HEADED JAMC-3 SEE STRUCTURAL v� 0 f► — POLYURETHANE SEALANT 4 DETAILS BACKER ROD CONTINUOUS OVERHEAD DOOR EFRAME - AROUND FRAME EACH SIDE ANCHOR PER MANUFACTURER'S HOLLOW METAL DDDR FRAME ECOMMENDATION$ R PRE -GROUT SOLID MAT'L (NOTE: GALVANIZE ALL EXTERIOR TYPE STEEL DOORS 4 FRAMES) HEAD (SEE DOOR SCHEDULE FOR SIZE) SILL. PROVIpE COUNTERSUNK D1 GALVANIZED STEEL MASONRY ......::::. SCREWS IN FRAME 6 12" O.G. MAX ST WEATHERSTRIPPING - TYPICAL :.....::::.::...:. PAINTED GALV 1" x 2" x 1/8" ALUMIP RAINGUARD 1@ ALL EXTERIOR 192.0 DOORS. EMBED IN -24.6 POLYURETHANl= SEALANT W/ WEATHERSTRIPPING DOOR HEAD (JAMB SIM.) DOOR JAMB DETAIL M DOOM SCHEDULE 0 DOOR FRAME v� 0 Z _ DETAILS U -11a aI�� Q o W - 0 7-+ co 0- z 1 LLJ 11� � o z V) REMARKS NO. TYPE MAT'L SIZE TYPE MAT'L HEAD JAMB SILL. 1 D1 ST 12'-0"x16'-0" F1 ST - - TINTED ALUMIP ST - 192.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 2 D3 AL 3'-0" x 6'-8" F1 AL TEMP - METAL U complete installation in order that all items shall be installed in the 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 3 D4 SC 3'-0" x 6'-8" F1 HM - - OF SEALANT - - - - 4 D2 IM 3'-0" x 6'-8" F1 HM - - 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 777-7=77777 7 77 AROUND FRAME- BOTH SIDES 1/4" RECESS i i QORDINATE W/ WALIL r — "-_---'-----' ----- l"; HOLLOW METAL DOOR FRAM - ---- ----- ---;r': - - WITH 3 ANCHORS 5CREWED TYPICAL SLAB TO JAMB STUDS AND FOOTING -c ENTRY SLAB i � � .' CONSTRUCTION � DRIP I i> DOOR WHERE REQUIRE WIN®OW SCHEDULE � WINDOW cn o �~ DETAILS LL- oV)�� LCCD L Q o Q. U C� z + CL 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 ALUMIP ST - STEEL DOOR SWEEP ON PLAN) OVER 1/2" WD - WOOD GLB - GLASS BLOCK WDP - CONCRETE BACKER BD HC - HOLLOW CORE WOOD WDV - WOOD VARNISH METAL U complete installation in order that all items shall be installed in the THRESHOLD DOUBLE 2x WOOD STUDS Q rn IN FULL PED OF SEALANT I ' BOTH DOOR IN FRAME SEE PLAN FOR SIZE SEE PLAN FOR FLOOR FINISH SEALANT BEAD CONTINUOUS 114 777-7=77777 7 77 AROUND FRAME- BOTH SIDES 1/4" RECESS i i QORDINATE W/ WALIL r — "-_---'-----' ----- l"; HOLLOW METAL DOOR FRAM - GONG. BLC( PLAN FOR L THICKNESS FINISH - 5E1 ELEV. GONG. L INTE W/ REBAR c IN SOLID - STRUCTURAL SEALANT Al BOTH SIDE: ALUMINUM W WINDOW HEAD DETAIL / DTDR019 ALUM. STOREFRONT - FAC. SCALE: 3" = 1'-0' \ / DTDR028 SCALE: 3" FIN. - SEE WDW ELEV. IM - INSULATED METAL OF - ICOR 2 LAYERS GYPSUM NO - NONE BP - BI -PASS PKT - BOARD - REFER To DH - DOUBLE HUNG SC - SOLID CORE WOOD FP - PART. TYPES SOD - SLIDING GLASS DOOR PLASTIC SH - TILE (WHERE CALLED FOR 5E PLAN ALUMIP ST - STEEL DOOR SWEEP ON PLAN) OVER 1/2" WD - WOOD GLB - GLASS BLOCK WDP - CONCRETE BACKER BD HC - HOLLOW CORE WOOD WDV - WOOD VARNISH METAL U complete installation in order that all items shall be installed in the THRESHOLD DOUBLE 2x WOOD STUDS Q rn IN FULL PED OF SEALANT I ' BOTH DOOR IN FRAME SEE PLAN FOR SIZE SEE PLAN FOR FLOOR FINISH SEALANT BEAD CONTINUOUS 114 777-7=77777 7 77 AROUND FRAME- BOTH SIDES 1/4" RECESS i i QORDINATE W/ WALIL r — "-_---'-----' ----- l"; HOLLOW METAL DOOR FRAM - ---- ----- ---;r': - - WITH 3 ANCHORS 5CREWED TYPICAL SLAB TO JAMB STUDS AND FOOTING -c ENTRY SLAB i � � .' CONSTRUCTION � DRIP I i> DOOR WHERE REQUIRE THRESHOLD DETAIL % DTDR0 5A SCALE: 3" = 1'-0' ` `"�" f DTDR010 FRAME DETAIL 1 A5 REQ'D. FIN15H FLEV. WINDOW SILL DETAIL DTWDMHO4 GONG. BLO( PLAN FOR U THICKNESS FINISH - SEI: ELEV. -OCKING FILLED CEL (U #5 REBAI STRUCTURAL SCALE: 3' = 1'-0" SCALE: 3" = 1'-0" �� DTWDMSO4 SILL SEALANT At BOTH 51DEE ALUMINUM W ;-,\L WINDOW .JAMS DETAIL A / DTWDMJ04 EXTERIOR -OCKING SCALE: 3" = 1'-0' STRUCTURE 1/4" P.T. SHIM CONT. SEALANT W/ BACKER ROD PREFIN. ALUM. FRAME; GA5KFT GLAZING AS SCHEDULED SILL H L -SEE N PREFIN. ALUM. DOOR R WALL THRESHOLD _ 3S FLOOR FINISH STOREFRONT DOOR DETAIL DTWDSTDSA 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 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 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 Finish Hardware 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 SOD - 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 Q SEAL N � C U) U C C0 L .0 0 V) �L-C C C� C D 0'� 0 � V)� 0 L � Q 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 II I having appropriate technical knowledge and experience to correctly0 u,J interpret drawings and specifications. Supplier shall be prepared at L all times during progress of installation to promptly provide 4-) competent Architectural Hardware Consultant (AHC) to approve its U complete installation in order that all items shall be installed in the best manner and function properly. Q rn � � � BUILDING SECTION |GAEQMTL 34CKEID �TT FION TYPICAL WALL SECTION. [)TWLPr::02 )NTAL' RCING 10%4" RT.- TTF! =_rDFLOOR � N � L)TE5ATA02 50AF URINAL DISPENSER 80AP F_)15PENSER 30"x4a'MIN. CLEAR FLOOR 5PACECENTERED ON LAV &0"DIA. TURNING RAD|U5 PAPER TOWEL F,)|SPEN8ER GIR4BB4IR 60"x�59'MIN. CLEAR FLOOR SPACE A7ACWATER CLOSET TO|LETT|G5WE [J|&PEN16ER 42'GR4554R 5C4LE. 1/4'~1' -un^\ ~ AC TILT M|RROR-----' 0AGAA5LE PAINT ON WATER RE515TANT 504R[}-TYP 'VINYL WALL NOTESYP NOTE: SEE TYPICAL MOUNTING HEIGHT QETA|LFOR LOCATIONS OF I-,)TTREL02 � 5C4LE^ 1/4^ ~ |'-un' Ln AC, URINAL WATER L4// LAV IN HAND TOWEL FEMININE SHELF TISSUE CLOSET COUNTER BAR NAPKIN PAf`:1ER:1 DISPOSAL DISPENSER MIRROR 5AR AIR TOP RA VI Nt N_A%IN 41� VM IN IK<IN E CLEARANCE r INSULATE EXPOSEP PIPES— AC 0C IMAx.AG LA\//-11DISPENSER PAPER TOWEL FEMININE R05E DISPENSER NAPKIN HOOK %..PILET ACCESSORY LOCATIONS P|5PO54L DISPENSER � Sc4LE. |^ ~ |'-uoc-)TWL8T20 8CAL.E. 3/4" = |'-on" DTTm|LET . , 1. ALL FASTENERS CALLED OUT ON DETAILS FROM THIS SHEET AS SPECIFIED BY "METALLIC BU|LU|NS" METAL BUILDING MANUFACTURER. 2. METAL BUILDING MANUFACTURER TO DESIGN BU|LU|NC, PANEL CONNECTIONS, EJC. TO COMPLY WITH 2001 FLORIDA BUILDING CODE. i 0i r 1. TOILET ACCESSORIES MANUFACTURER - '8ODR|CK' - CONTACT: GORDON ASTLE & ASSOCIATES - (407) 330 - 6800 2. PROVIDE BLOCKING FOR MOUNTING OF ALL ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IDESIGN CRITERIA BUILDING CODE: 2001 FLORIDA BUILDING CODE W/ 'CURRENT | REVISIONS. WIND LOAD: F8C -� 110 MPH, i ANCHOR BOLTS: ASTM A307 OR A36 ANCHOR SAs[M A108 CONCRETE (28 DAY) FOOTINGS: 3000 P3| SLAB ON GRADE: 3000 P5| TILT -UP PANELS: 3000 PSI DEFORMED BAR ANCHORS: A5TM A486 DRI LLED-|N-ANCHOR3: MOLLY PARABOND CAPSULE OR APPROVED MASONRY: ASTM C90 (f'm=1500 PSI) 1800 P3| COMPRESSIVE STRENGTH ON NET AREA MORTAR: TYPE 'W' OR 'S' GROUT ASTM C270 2000 PSI COMPRESSIVE STRENGTH PIPE COLUMNS: ASTM A53, GRADE B REINFORCING BARS / STEEL: A3TM A015, A616. GRADE OO STRUCTURAL STEEL: A3TM A30 WELDED WIRE FABRIC: ASTM A185 NOTES CONCRETE 1. ALL CONCRETE WORK TO BE DONE IN STRICT ACCORDANCE WITH THE 4C| 318 AND ACI 301. 2. CONCRETE MIX DESIGN CRITERIA: CONCRETE (28 DAY): TYPE | PORTLAND CEMENT ASTW C150 - 3000 PSI COMPRESSIVE STRENGTH @ 28 DAYS (U.N.0.) w�[ER/C0NCKETE RATIO: LESS THAN OR EQUAL TO .5D' SLUMP: SLA8-ON-GRADE: 5 INCHES OTHER: 3 INCHES WATER: POTABLE CHLORIDE: NONE AGGREGATES: NORMAL VV[|CHT - ASTm C33 J. CONCRETE 3b\8 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 NS 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 EMDEDDED ITEMS - SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. - PRIOR TO PLACING CONCRETE. 0. ALL REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE PER ASTM A815 GRADE 80 CONTINUOUS AND SPLICE WITH A FULL 24 INCH LAP (MINIMUM). PROVIDE CORNER BARS FOR ALL CORNERS AND INTERSECTIONS.| h � MASONRY NOTES OES l. All masonry design, motnho| and workmanship mhn|| be in n[hoL 0000rdooco with the ACI Standard Building Code mqu|mmon(n for concrete masonry structures: ACI 530/AC| 530.1. 2. CMU ca||a indicated in plan NQ or notes as filled on||x ohu|| be grouted with 3000 PSI concrete (8" to 10" o|ump) w/ (1)45 vertical minimum. J. Provide o minimum of (1) 0|od CMU oo|| ohoU be located under concentrated |ondu, at all comom` at each end of openings S' -O" long and greater, at ends of wuUo and in omu *u||u at 8'-0" MAX. 0C (Typical U.0.N]' 4. Provide HORIZONTAL JOINT REINFORCING, W1.7 or "Dur-U-WuU^ buux type reinforcing at 16^ 0C vertical in all CMU *uUo. 5. Provide dovetail anchors for the full height of columns whom independent concrete columns um abutted by masonry wu||x. O. CMU nnoomto Wookx shall oonhmnn to ASTM C-90 (28 day strength 2000 PS|) (f'm = 1500 P3|). laid in running bond. Stock bond woUu shall have 9 gouge horizontal joint reinforcement @ 16^ i o.o. vertical in addition to b/pioo| vertical reinforcement. 7. All mortar joints for hollow muounry units nho|| extend the full width of [000 ohoUu. Mortar joints for solid masonry units uho|| be full head and bed joints - J/O^ thick typical. 8. Provide u 0"x18" bond beam with /1\ #5 bac At corners provide continuity by using corner bars or end honks. 0. Lap Splice for u #5 bar to be JQ inches. 10. RUnd ooUo ohoU be vibrated during placement using n "Pencil" vibrator. sheet number c:acid foeonamn(_- RJ5B03Bc RC0N[Y JER[RS0N ARCH|�CT CUPYR|CHT K3 20UJ DESCRIPTION MANUR NO. 50AP DISPENSER EACH TOIL -ET E3 - 2112 MIRROR - HG EACH TOILET 5-293 243(o T011 -ET TISSUE DISPENSER W/ SHELF - EACH TOILET E3-2040 F4] ROE3E HOOK ON E3ACK OF DOOR EACH TOILET 5-1611 EACH TOII__F_T EACH TOILET PAPER TOWEI_- DISPENSER WASTE RECEPTACI-E 15-3944 1. TOILET ACCESSORIES MANUFACTURER - '8ODR|CK' - CONTACT: GORDON ASTLE & ASSOCIATES - (407) 330 - 6800 2. PROVIDE BLOCKING FOR MOUNTING OF ALL ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IDESIGN CRITERIA BUILDING CODE: 2001 FLORIDA BUILDING CODE W/ 'CURRENT | REVISIONS. WIND LOAD: F8C -� 110 MPH, i ANCHOR BOLTS: ASTM A307 OR A36 ANCHOR SAs[M A108 CONCRETE (28 DAY) FOOTINGS: 3000 P3| SLAB ON GRADE: 3000 P5| TILT -UP PANELS: 3000 PSI DEFORMED BAR ANCHORS: A5TM A486 DRI LLED-|N-ANCHOR3: MOLLY PARABOND CAPSULE OR APPROVED MASONRY: ASTM C90 (f'm=1500 PSI) 1800 P3| COMPRESSIVE STRENGTH ON NET AREA MORTAR: TYPE 'W' OR 'S' GROUT ASTM C270 2000 PSI COMPRESSIVE STRENGTH PIPE COLUMNS: ASTM A53, GRADE B REINFORCING BARS / STEEL: A3TM A015, A616. GRADE OO STRUCTURAL STEEL: A3TM A30 WELDED WIRE FABRIC: ASTM A185 NOTES CONCRETE 1. ALL CONCRETE WORK TO BE DONE IN STRICT ACCORDANCE WITH THE 4C| 318 AND ACI 301. 2. CONCRETE MIX DESIGN CRITERIA: CONCRETE (28 DAY): TYPE | PORTLAND CEMENT ASTW C150 - 3000 PSI COMPRESSIVE STRENGTH @ 28 DAYS (U.N.0.) w�[ER/C0NCKETE RATIO: LESS THAN OR EQUAL TO .5D' SLUMP: SLA8-ON-GRADE: 5 INCHES OTHER: 3 INCHES WATER: POTABLE CHLORIDE: NONE AGGREGATES: NORMAL VV[|CHT - ASTm C33 J. CONCRETE 3b\8 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 NS 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 EMDEDDED ITEMS - SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. - PRIOR TO PLACING CONCRETE. 0. ALL REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE PER ASTM A815 GRADE 80 CONTINUOUS AND SPLICE WITH A FULL 24 INCH LAP (MINIMUM). PROVIDE CORNER BARS FOR ALL CORNERS AND INTERSECTIONS.| h � MASONRY NOTES OES l. All masonry design, motnho| and workmanship mhn|| be in n[hoL 0000rdooco with the ACI Standard Building Code mqu|mmon(n for concrete masonry structures: ACI 530/AC| 530.1. 2. CMU ca||a indicated in plan NQ or notes as filled on||x ohu|| be grouted with 3000 PSI concrete (8" to 10" o|ump) w/ (1)45 vertical minimum. J. Provide o minimum of (1) 0|od CMU oo|| ohoU be located under concentrated |ondu, at all comom` at each end of openings S' -O" long and greater, at ends of wuUo and in omu *u||u at 8'-0" MAX. 0C (Typical U.0.N]' 4. Provide HORIZONTAL JOINT REINFORCING, W1.7 or "Dur-U-WuU^ buux type reinforcing at 16^ 0C vertical in all CMU *uUo. 5. Provide dovetail anchors for the full height of columns whom independent concrete columns um abutted by masonry wu||x. O. CMU nnoomto Wookx shall oonhmnn to ASTM C-90 (28 day strength 2000 PS|) (f'm = 1500 P3|). laid in running bond. Stock bond woUu shall have 9 gouge horizontal joint reinforcement @ 16^ i o.o. vertical in addition to b/pioo| vertical reinforcement. 7. All mortar joints for hollow muounry units nho|| extend the full width of [000 ohoUu. Mortar joints for solid masonry units uho|| be full head and bed joints - J/O^ thick typical. 8. Provide u 0"x18" bond beam with /1\ #5 bac At corners provide continuity by using corner bars or end honks. 0. Lap Splice for u #5 bar to be JQ inches. 10. RUnd ooUo ohoU be vibrated during placement using n "Pencil" vibrator. sheet number c:acid foeonamn(_- RJ5B03Bc RC0N[Y JER[RS0N ARCH|�CT CUPYR|CHT K3 20UJ 'V CORD ON STREET (50' -R/W) NOTE: ALL STRIPING SHALL BE THERMO-PLASTIC PAINT. f,:f::. ; 12" WHITE CROSS -WALK 3' 0. C. PROVIDE 3' DROP {s^f SURVEY REF. POINT 5' CONCRETE CURB TRANSITION >,;::a N 9.46 N 9.27 FOR SIDEWALK E 713.99 a>f, SIDEWALK CONNECTION TYP r..f, ...• E 596.46 �. E a 10' LANDSCAPE BUFFER r. ... r ................... r >,y e. •'•, ' ti. `J• '" •l• '1 e�' °• •q • ,° ,,,+.,a.. ,<F•r.al a..1�T f�9 r24: 29' 'E. 236:b0 .50 R.. ,35°i J3 4 ,% a . ,....................................................+.,,...., ,.,.,+..++....,.. . , ......+....: .:....,., . ; a '• ....... .. .. ............... ......... ....... i 5. ����. .... ,, ..... .,., ..... �...... ..... ...... .. ...... ...... .. ... .,.... .. ... .:f... __.., SURVEY REF. POINT i po 1 2 : '': " T 24" WHITE STOP BAR E -14.00 ;'. d 71 (V �' • 2 AND R1-1 30 inch "STOP" SIGN I •� I 1;5' . •' °. d• 4' e: :• (HIGH INTENSITY, 7' ABOVE GRADE) 1 , A 4': BLD 60' ... d ,q.. y 60' 2'X4' SETB CK `° LDG 2X4 MONUMENT SIGN ' • q SE BACK (SEPARATE BUILDING r� 4•, p' 4 4 r .4 PERMIT IS REQUIRED). '. 4 ', 'd�. ,• '' '1Q.,StA 4., I A �, 4. a4 • A •j• r4.. d', " 4 d ' 3, 300 SF ••4 Ln 10, 54 , fU' IrV1I Vl M L 10 LANDSCAPE ? <'+ ;• ,:: , A •, •. 4. '� BUFFER I '4 .. 44' p. , , i 10' LANDSCAPE ro m.9 : 4.'i•. r'7 BUFFER 52400 SF� ' ,.♦ i f' • d ., p d ' I •.: -4 �, .. m: �, .. d ` ,:4. 60' i ' ••' •• e V CANT y:.: :4.�;:tl5,: � I � VACANT I (EA T HALF n A. :.•CL °'I ti, c • a'',Qn r4'51I RI 1 , s .:4• ,V'.' •r• A a ,:2FI I 'r ' n •; tp a 8 irj (D o sro ° .a' .' In p * .. O '. , . i . • 4 • .• , • '. 20. a :4� : :: •' ..' X20, •'4 • ,b ' '''q 4'.•�• G . (C) r .fit. ..• `, 4•q 4. q •,, .Q �• O I . } 5400 S �,::: �.: . 04, �- a.. .CON . RAE.. ��' . ° 10 60' '�.. A.f e dA'�L' ENT q r ) , r'4• Oa ,� 4.4 •'' 14:4 ,.. • 4r i :q. .•q:., .4...4 3 3aa SF ••• .4 +• A1.2'...... I Lo14 41, d TYR I .. q • • 4 4. i , .4 •�.•. • .♦• 4 4 i I , a r/ t . ,4 .'N• '�• • ••,.. rte, .u.. rrJr 6fr .f.+ :% �,• ` ••� f. 2r '4• 4 Ar I i.,.. ..... 1.. .., ..... ... ..... ..... .... .. ..... ..... .... ..... ..... ..... ..... ..... _... ..... ... ..... ... ... ..... ..... ....• _ . ...._. CD Y .................. .......... ...._, ..,.... _.... .... . ...... l ;.. iLd N SITE DATA: Z NING: INDUSTRIAL (RI -1) B ILDING SETBACK: F ON T - 25 FEET SI E - 15 FEET R AR - 20 FEET LANDSCAPE BUFFER: FRONT - 10 FEET SIDE - 10 FEET R AR - 10 FEET In PROJECT UPDATE: 12/11/03 S 89"54'29" 235, 00 20'x12' DUMPSTER SEE DETAIL SHEET 7 �.: EXISTING RETENTION POND E 596.88 5.73 PARCEL AREA: 1.267 AC EXISTING: PERVIOUS - 1.267 AC (100.007o) OPEN SPACE PROPOSED: BUILDINGS* - 0.482 AC- (38.04%) IMPERVIOUS* - 0.362 AC (28.570 PERVIOUS - 0.423 AC (33.39%) OPEN SPACE 1.267 AC (100.00!) *TOTAL IMPERVIOUS PROVIDED - 0.844 AC (66.61%) TOTAL IMPERVIOUS ALLOWED - 0.887 AC (70.000 10' LANDSCAPE BUFFER 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 p 12'x2O' (HANDICAP*) 26 SPACES TOTAL * THE PROPOSED SIDEWALKS PROVIDE FOR THE REQUIRED 5' HANDICAP ACCESSIBILITY. WALK WIDTH VARIES (SEE PLAN) WALK WIDTH VARIES (SEE PLAN) { 6" COMPACTED SUBGRADE 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 dg _ 6" COMPACTED SUBGRADE <': /�..` . wI 95% AASHTO T-180 �^� 6 x 6 10/10 WWF THICKENED EDGE RAISED CONCRETE WALK I- WALK WIDTH VARIES (SEE PLAN) 4" CONCRETE2' CLR. #4 REBAR(CONTINUOUS) SLOPE PER PLAN ASPH. PVM'T, 6" COMPACTED SUBGRADE ,/, 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 N.T.S. x-12. PARKING BY DISABLED PERMIT ONLY $250 FINE 8' CITY ORD. 3211 R5' -V� REVISION N.T.S. #4 REBAR(CONTINUOUS) 4" CONCRETE2"CLR. 4" CONCRETE 2"CLR. 5' SLOPE PER PLAN SLOPE PER PLAN MAXIMUM DENSITY. V\ THICK SUB -BASE COMPACTED TO 95% OF THE ~• .. ...'.'...'.'.',' ...:','. • .:'...... •',':...'•'•'• . • •'•'...... MAXIMUM DENSITY TOP 6,r .'"0 LBR .40 MINIMUM. ASPHALT PAVEMENT SECTION 16 ASPH. PVM'T. `O N.T.S. C L KENNETH H. EHLERS, FL PE #18243 CN 6" COMPACTED SUBGRADE 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 dg _ 6" COMPACTED SUBGRADE <': /�..` . wI 95% AASHTO T-180 �^� 6 x 6 10/10 WWF THICKENED EDGE RAISED CONCRETE WALK I- WALK WIDTH VARIES (SEE PLAN) 4" CONCRETE2' CLR. #4 REBAR(CONTINUOUS) SLOPE PER PLAN ASPH. PVM'T, 6" COMPACTED SUBGRADE ,/, 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 N.T.S. x-12. PARKING BY DISABLED PERMIT ONLY $250 FINE 8' CITY ORD. 3211 R5' -V� NOTES, 1. ALL LETTERS ARE 1' SERIES 'C', PER MUTCD. 2, TOP P❑RTI❑N OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER, 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. ONE (1) SIGN IS REQUIRED FOR EACH PARKING SPACE, 5. INSTALLATION HEIGHT ❑F SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 4' WHITE STRIPE - lr4' BLUE STRIPE r 4' WHITE STRIPE /fn\ 12' SOLID WHITE 4' BLUE STRIPE @ 45•, 30' O,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) .'.'.','.'.'.',',',':'.':':'.',',',•,':•,'.',', - - 12" THICK SUB -BASE COMPACTED " " " " " " TO 95% DENSITY (AASHTO T-180) WITH 75 PSI FBV. CONCRETE PAVEMENT SECTION REVISION N.T.S. -1 *Rl'-( ';.;',';,,,;,;,.':,;';';,;,;'.,,,.',','..:.....:.:.:.:.:.......:.:.:.:...:.........:.... �-_ 8" LIMEROCK BASE COMPACTED TO 95% OF THE 5' THE MODIFIED PROCTOR (ASTM AASHTO T-180), •'.'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'.'''•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'I'•'•' MAXIMUM DENSITY. V\ THICK SUB -BASE COMPACTED TO 95% OF THE OF THE MODIFIED PROCT()R: (P�STM AASHTO T-180), .. ...'.'...'.'.',' ...:','. • .:'...... •',':...'•'•'• . • •'•'...... NOTES, 1. ALL LETTERS ARE 1' SERIES 'C', PER MUTCD. 2, TOP P❑RTI❑N OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER, 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. ONE (1) SIGN IS REQUIRED FOR EACH PARKING SPACE, 5. INSTALLATION HEIGHT ❑F SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 4' WHITE STRIPE - lr4' BLUE STRIPE r 4' WHITE STRIPE /fn\ 12' SOLID WHITE 4' BLUE STRIPE @ 45•, 30' O,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) .'.'.','.'.'.',',',':'.':':'.',',',•,':•,'.',', - - 12" THICK SUB -BASE COMPACTED " " " " " " TO 95% DENSITY (AASHTO T-180) WITH 75 PSI FBV. CONCRETE PAVEMENT SECTION REVISION 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), •'.'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'.'''•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'I'•'•' MAXIMUM DENSITY. ',';,;',,,,;,';;,,,,',,,,,;,,,,;;,;,,,,,,,,-�---10" THICK SUB -BASE COMPACTED TO 95% OF THE OF THE MODIFIED PROCT()R: (P�STM AASHTO T-180), .. ...'.'...'.'.',' ...:','. • .:'...... •',':...'•'•'• . • •'•'...... MAXIMUM DENSITY TOP 6,r .'"0 LBR .40 MINIMUM. ASPHALT PAVEMENT SECTION 16 N.T.S. C KENNETH H. EHLERS, FL PE #18243 NO. REVISION DATE 1 PER CITY OF SANFORD 12-10-03 2 3 4 5 6 7 O n Ld 1 � N W LL] d 00 O U7 W 0 1 00 rte, F� Wn DO I m Li- z z N Lo M Lo I u < r� cf)Q0 z o J o oO 1 O < W 0. w Lij 0- U) � � O Q n� o 0 w LL. z 0 o � U � -L-Li z z ® w z C) w VI O Lj- 0 LL n� O O DRAWING NO. *3 JOB NO. 02003