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HomeMy WebLinkAbout3994 - 4000 Aviation Loop 07-1795, 07-1817 New construction Delphini Industrial Park67- 1gr7 F— c� U CC Q Z O Cl() CC w L w w 0 0 n, M 0 w z 0 U5 to z w F- ir w O 3 F— CC Q a 0 Z Q 0 F- 0 w Z C� Ln [n Q O z U w O CL CL [If LJ _ O r Z Q O w 0 w N w L)c CC 0 w CD Cl- O z Q c� 0 w U 0 0 tr w CC w m 0 z a Ln Z 0 U Li U w CL (n 0 Z Q fn CD ry Q 0 H- z w ME U O o w In w Lri z V) w 0 z Q 0 Lri z r) a. w Ln LLl Z C' fY H-- Le w F1, Q 011 Cl- Elf w _ I 0 0 CD Q CD C-D Q If 0 0 U Fn Lew LC Lit w m LJ rill w w U C>' Q Z CD In EY w LL L� W w z C) 0 Industrial Parkat Southern Cross -Building No. 33 -Type 'A'Delphini DESIGN TEAM OWNER DELPHINI INDUSTRIAL PARK AT SOUTHERN CROSS LLC Be-ardall Avenue Sanford, Florida dp A Ro, ARCHITECT G RODNEY JEFFERSON ARCHITECT 775 KIRKMAN Rd, Ste 110 Orlando, Florida 32811 Phone (407) 291-8406 ,o Fax (407) 293-5015 CONTRACTOR C /, l)�� a •S ?iFc,SAF� S'O--/`_0 DELPHINI BUILDERS d rd�,� C� 845 Sunshine Lane o00 �a� era 9�/S Altamonte Springs, Florida 32714 upa� ye'ss�a �P'sd� Phone (407) 830-7447 �FiOglooF�h'e Fax (407) 830-7429 e CIVIL ENGINEER AMERICAN CIVIL ENGINEERING CO. 207 North Moss Road, Ste 211 Winter Springs, Florida 32708 NOTES 1. LEGAL DESCRIPTION AND SURVEY INFORMATION AS SUPPLIED BY OWNER FROM ACCURIGHT. SEE CIVIL ENGINEERING BY AMERICAN CIVIL ENGINEERING CO. 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 PRE—ENGINEERED E S FOR STRUCTURE STRUCTURAL ENGINEERING, MECHANICAL DESIGN ELECTRICAL L DESIGN, AND PLUMBING DESIGN. SYMBOLS LEGEND NORTH ARROW c1f) LIVING SPACE NAME SPACE ROOM IDENTIFICATION 1234 SPACE NUMBER DETAIL I DETAIL NUMBER REFERENCE A-m - SHEET NUMBER DETAIL NUMBER DETAIL 2 DETAIL TITLE _ SCALE:174' = 1'-0' CADD FILE NAME SECTION ORIENTATION WALL SECTION I SECTION NUMBER — II REFERENCE A-0 DRAWING ON WHICH �J SECTION OCCURS SECTION ORIENTATION BUILDING SECTION �ISECTION NUMBER I REFERENCE A-0 DRAWING ON WHICH A-m SECTION OCCURS d XiST CO L2 93' 16' 6' CLF ARCHITECTURAL SITE PLAN Structural plan review is limited to a CONCRETE ENCASED ELECT RODE general survey for code compliance. No Shall be provided in the footing of this building. review is implied nor was taken to Not less than 20' of I1" rebar or #4 AWG bare verify structural adequacy copper. Shall have a minimum of 2" of concrete cover. 2005 NEC article 250.50. Inspection required prior to pouring of the footing. <•a <•sr':7 .. -� rr,' y.,. ......q._.-...--aw..... .: ,•••• ..........---.,................a EXIST. 6m C.F•.:_. ?E .J. _. _.�. DUMPS 3 DUMPSIER , VECURB (TYP) U R SURE CTYP) RT. :• o o::.• 20 E r S.t.Lr AA A 4 1 3.600 SO FT - SU FT. 3 00 SO. FT. #7 ... <,8&0 SO. V. #5 m m m _ -- - ....... ... s --- _. 8,• 8G' 6 SO - _^� S0. FT. 3,600 S0, F L #16 S:. f-7 :.. 4.E00 SO FT is _. _ 00#14 #15 c o 3 Fr ._.� 4,it0'v Sw. F ,& S:a F' : .•. � .<. 3i,3 _. 4 0:: U. 1l Il ..i r- __ 3,600 Su. F1 #8 0 1 3,600 S0F #9 � tyf*E 'B 3,600 SO. F ft i #V o+ 3,600 SO. F1 #18 m J.� R20' -- -- 5 0' SPACING BETWFF RPD/ ➢LDGS CTYP), UNU - _- : R 20' 6 0 u. F tT _ ..:�:. 00 S 6,000 SU, F I. 6,000#25 ` 1 : 3,5D0 SO T 4 $OD SO. F ' :':^ 4,EG0 SO F : 4 FG� S^ f :. ... a23 #24 #17 too' 100' -..... PHns1 6,000 S0. FT. #26 100, F DUMPSTER $C_ _ ...,t� r i i F" ,'� �' c.000 SO#84. T? 6 t: r'0. F. Cb _ ....---- SQFT 00#30 - 00#3: 00#32 ...iA/� ..... • -• ...: 4,800 SO 1 R20\ 9. _\ :.{ :, i/ ..'a \ ~r•.r. °/ FtA� € - - �/ = .AK' I i 4 3 d . SCOPE OF U ORW< R2 _ -- I 3 4F` I i 7 _. ..�I , I i I N O 3•�-�.. F 6,OOo su. r I. SO a 5,"'30 SF,1. .' .. v� ' ..... �._.. 6.000 S0. F7 a 6,000#38. #39 00#40 m ` 6 00 S». 6,000 a . n. #37 i` 100' LI _ l ..... ---- 10 , i iL , .. 100' 1 _ 0 0, LT ••••30 PROP MONUMENT SIGN I nCATION 4 _... 31 i €( UNDER SEPARATE PERM11 r "�aFb.s'i' 3.fXfiS� 2 3 i..E Aar E - M"T "i'y Low t -- �) —C3--- c"0' Arr:'1TIONA:. R:Gril GF SrA.� ,.%� so RSo �.._ �.�...... cM ,..,,,...: .-•::,�:-•:.....,-.,�;�,a. •• ,�:.•�. .... _ ..... .. ELEVATION HEIGHT 01-01 HEIGHT IDENTIFICATION FINISH FLOOR IDENTIFICATION MULTIPLE INTERIOR ELEVATION ORIENTATION z ELEVATION REFERENCE ELEVATION NUMBER 3 PARTITION TYPE IDENTIFICATION PARTITION NUMBER TYPE EQUIPMENT IDENTIFICATION— EQUIPMENT NUMBER WINDOW GA __ WINDOW LETTER IDENTIFICATION DOOR �� DOOR NUMBER IDENTIFICATION REVISION'S IDENTIFICATION REVISION NUMBER I­o­ COLUMN CENTERLINE COLUMN A IDENTIFICATION COLUMN NUMBER MATERIALS LEGEND 61 Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 INDEX OF DRAWINGS ARCHITECTURAL A-1 COVER SHEET A-2 FLOOR / ROOF PLANS / ELEV A-3 DOOR / WINDOW SCHEDULES A-4 BUILDING / WALL SECTIONS MEP AND CIVIL (BY OTHERS) CITY OF SANFORD PLAN` E IEW Occupancy Use Group: Type of Construction: VX Code Edition: %Lo C Total Square Feet: " 'SID6 SEIBAC:C - r'C' REAR V:Tr)Ac SHELL BUILDING PERMIT ONLY E F EKE,)N'J i~EeFr E.R YAK'rD ,,, The plans submitted do not provide adequate information, nor provided V7 St;,lE: ii3.ii F'rR YARD It3' with sufficient features to allow this building to obtain a "Certificate of Occupancy" ;. . Z I s �.� (17) 61300 so. VT FiFFI z./WAREb;.UUS1 Only a 'Certificate of Completion" may be issued for this x o V 0?.: 4,1900 S0. F 1' OFF*If:'z./MARF:H.C,US£ a I I +A �11?...i,ISQS€Qw .. IE.F FI:E /..Sd!1ti Y3i S 0 building. a j - .>if3) 399.21t! Sfl i� < Etf'f [:E/b1ARCo-?C.:S>" j` Separate tenant improvement permits shall be obtained, with a aQ i { "Certificate of Occupancy" prior to any portion of the building being occupied. i _AL PROP. MONUMENT SIGN LOCATION — UNDER SEPARATE PERMIT SEXIST. CONC. HEADWALL i••fXIST. 24' RCP _......6......... . _i_.... .-. ............. - ....... -t 1 i. CURRENT s..,NI.E. .:[?M1-f:R':1A1., F'LL INI:itSIF itA,. STUD FRAME WALL 1-+40UR FIRE RATED UJALL 2- HOUR FIRE RATED UJALL FRAME LJALL UJ/ INSULATION _---__- BRICK CONCRETE 1" fASONR T' BLOCK LUALL POURED CONCRETE WALL SECTION/ ELEVATION BATT INSULATION DIMENSIONAL LUMBER 0 CUT LUMBER RIGID FOAM / FL T WOOD INSULATION lu:�7 0 EARTH FILL CONCRETE MASONR'I' UNIT I STRUCTURAL STEEL g FLOOR TRUSS POROUS FILL "p9� MARBLE RIP M ROCK ETAL CAST -IN -PLACE CONCRETE BRICK` INSULATION (RIGID) pg�ACOUSTICAL TILE GLASS GYPSUM UJALL BOARD I SCHEMATIC A ARCHITECTURAL SITE PLAN 5CALE:1' = 100' 014"SITE (D LOCATION MAP c Washington 5t 0 Midway Canaan Midway Ave Eudell L)t d %1 H34/i K `< T N Patrol Rd SITE STANDARD ABBREVIATIONS Beck Hammock l_d II V ue, !. 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 / WASHER ADJ. ADJACENT DISP. DISPOSAL H.M. HOLLOW METAL O.D. OUTSIDE DIAMETER ROS ROUGH SAWN W.C. WATER CLOSET A.H.U. AIR HANDLER UNIT D.L. DEAD LOAD HORIZ. HORIZONTAL OPP. OPPOSITE S.C. SOLID CORE WD. WOOD ALUM. ALUMINIUM ON. 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 PIED. 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 BILK. 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. STRUCTURAL C.J. CONSTRUCTION JOINT FIN. FINISH LTG. LIGHTING PTN. PARTITION SUB. SUBSTITUTE CLG. CEILING F.G. FIXED GLASS MATL. MATERIAL P.H. PAPER HOLDER SUP. SUPPORT C.M.U. CONCRETE BLOCK F.P. FIREPLACE MAX. MAXIMUM QUAL. QUALITY T.C. TRASH COMPACTOR CONC. CONCRETE FT. FEET M.C. MEDICINE CABINET QUAN. QUANTITY TEMP. TEMPERATURE CONST. CONSTRUCTION FTG. FOOTING MECH. MECHANICAL RAG. RETURN AIR GRILL THK. THICK/THICKNESS CONT. CONTINUOUS GA. GAGE MIN. MINIMUM RAD. RADIUS TYP. TYPICAL CTR. CENTER GALV. GALVANIZED MISC. MISCELLANEOUS R.D. ROOF DRAIN U.L. UNDERWRITERS LABORATORY D DRYER GL. GLASS M.O. MASONRY OPENING REF. REFRIGERATOR VENT. VENTILATION DBL. DOUBLE GYP. GYPSUM M.T. METAL THRESHOLD REINF. REINFORCE VERT. VERTICAL �) 7 j�1 PERMIT* '- `� <� SEAL t\ CV N 0 F_ 0 • M C c/i J 0 -C 0 C T� N <J to 01 Q7 V) U) m L0 00 C 0 E 0 Q V+ 0 U C n� W 4' < 0� W I Q)U W 1� • C{ W I 0 Q I1- L � 0 -0 0 0 C III `LJ I> n` �() ._ z W ' " L p o �J D U m C C -C 0. U ��0 r 2 M E O 0 ° W oo v co 2 L o Q w L u =Q L v L 0 Q $ "all "c IL L "T o '0 .P v 2 o 0 Yo�E OIJ L - c N Y c A\ IO YI o J L o 0 v o N0� 7 Q z >1 m C U 0 U job no: RJ07406 drawn by: RLJ date: PERMIT 01/19/07 I r�vi�ons� ►��� bANIFRD A sheet number cadd filename RJ07406CVA33 RODNEY JEFFERSON ARCHITECT COPYRIGHT (C) 2007 s U G 0 V) w r w G 0 O U Z 0 V) LLJ CL Z w F~- W 0 0 CLI I- r 0 W z CD cn a n, 0 L U W 0 Crf n_ w t 0 r 0 W 0 w ZD W ccf 0 w C) U a W C� z Z v a W U M O rL w W CID Z s V) L 0 c� U w v ) 0 L <C QD Q 0 D L W U 0 0 W V) w Vi Z CD V) L:J 0 0 L V) Q W D 9 V J CL w V' CV U) w [I - CD CC w W D 0 a z i— CJ 0 U z J L 0 0 U N s co W CC W w r W w 2 I— U G O V) 0- LJ W w W D —J >-- W L U 0 [If an, t 1 RIDGE TRIM 3 a 5 £ '• � i £ i � E i i ' � £ £ i j' I111 ,I � i CII.: 1 I ' I I I fl,? j £ 1 I FRONT ELEVATION 1 ! ocREAR ELEVATION 0) 2) 4) 8) 16' 0' 2' 4' 8' 16' 4 STRUCTURAL. STANDING SEAM METAL ROOFING - TYP. 18'-O' EAVF 6x6 METAL GUTTER - TYP. PF,EFINI51-IED METAL 51,1I1_DING PANELS - TYP 6'-10' UJQW. HD. HT. —6x6 METAL DOUt45POUT - TYP. I00� -O. I '-0' - I' 25'-0' 25'-0' I 25'-0' 25'-0' A A-4 - n n e ... t. E I_ 1 1� :F' �1-I I ® -41 l.. ® I 1 r�`=71 ROUGH -IN d CAP (ram KEA FLUME3ING FOR 1L� FUTURE FIXTURES ..... E I I E................................ ....... .............................._ ...... ..................... .. a ................. ....................................... ....................................... ....... ............................... ....... ............................. ....................................... ....... ............... ................ 1 . ....................... , I ji I �.....IN -'li .......... .._.._.....- �� I I I I _ 0'-0' FIN15H FLOOR 0 TOP OF SLA5 Ln 7'x 5'x 4' I I Ij CONC. PAD TYP ..................— .... ........... ... ....................................... ....................................... ...... ............ , ... .... ......... ....... ............................... I ....... ....... I.................... I... ....... ........... ................... ....................................... ....... ..... ......................... ....... ................. ............. ....................................... ....................................... ....... ...................... K41 ........ I I I .. ......... ...... I BOLLARD - TYP. 61 - TYP. 0 I I L1DOLUN6FOUT I ................ o - ___ Li f U A A O I -I' TYP. a O p - -o1 "41 t I 3 -0' 4'-(0-3 -2 -6'5I-8I I1I -01 12I -0' 25I -0' 41 1'-0' 24'-5' S'-0' ( 25'-O' { 24'-0' IOOj -Ot 1'-0' e c � FLOOR PLAN 'A�' XESKfsA 0' 2' 4' 8' 16, NOTES: 1. SEE SHEET A-3 FOR DOOR / WINDOW SCHEDULES. 0'-0' FIN15H FLOOR CD) 12 1 c RIGHT SIDE ELEVATION 6CALE:1/8' = 1'-0' I t LEFT SIDE ELEVATION ROOF PLAN ' E' 6x6 GUTTER 6x6 GUTTER 0' 2' 4' 8' 16' BJ 12 A 0' 2' 4' 8' 16' LIFE SAFETY LEGEND EXIT LIGHT (SEE ELECTRICAL) PRIMARY EGRESS NEW 4 ABC TYPE PORTABLE FIRE EXTINGUISHER - COORDINATE EXACT LOCATIONS W/ LIGHT SWITCHES AND OTHER EQUIPMENT EMERGENCY LIGHTS `P!/ BATTERY PACK �p 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 '(HE OWNER. TOLERANCES ARE TYPICALLY 1/8" IN 10'-0". 5. ALL WORK OR MATERIALS NOT SHOWN ON THE DRAWINGS, BUT NORMALLY REQUIRED TO COMPLETE THE WORK, SHALL BE FURNISHED, PERFORMED, AND DONE BY THE GENERAL CONTRACTOR AS IF THE SAME WERE SHOWN ON THE DRAWINGS. 6. FLASH ALL ROOF PENETRATIONS WATERTIGHT WITH MATERIALS WHICH ARE COMPATIBLE WITH ROOFING MATERIALS. COMPLY WITH "SMACNA" RECOMMENDATIONS AND STANDARDS FOR INSTALLATION. 7. INSTALL ALL MATERIALS PER MANUFACTURER'S RECOMMMENDATIONS. 8. FIELD VERIFY ALL DIMENSIONS AND ROUGH -IN DIMENSIONS WITH ACTUAL CONDITIONS. 9. ALL SYSTEMS AND CONSTRUCTION TO BE COMPLETE IN EVERY RESPECT AND OPERATIONAL FOR THE PURPOSE FOR WHICH -(HEY WERE INTENDED. PROVIDE OWNER WITH ALL WARRANTIES FOR MATERIALS, SYSTEMS, ETC. 10. PROVIDE NEW HVAC, ELECTRICAL AND PLUMBING SYSTEMS AS REQUIRED. SUBCONTRACTORS TO PROVIDE DRAWINGS FOR PERMIT AND ALL LABOR, MATERIALS, AND ANY MISCELLANEOUS ITEMS NECESSARY FOR COMPLETED SYSTEMS READY FOR OPERATION. 11. UNLESS OTHERWISE INDICATED, ALL EQUIPMENT, MATERIALS, FINISHES, COLORS, ETC., SHALL BE SELECTED BY OWNER. 12. ARCHITECT ASSUMES NO LIABILITY FOR CHANGES MADE IN THE FIELD OR EXISTING CONDITIONS. 13. WHERE INCONSISTENCIES OR CONFLICTS OCCUR WITHIN THE DRAWINGS, THE MORE STRINGENT SHALL GOVERN. REPORT THESE IN WRITING TO THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 14. PAINTING SHALL BE AS DIRECTED BY OWNER. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR ALL APPLICATIONS. 15. METAL BUILDING SYSTEM: ROOF PANELS: "R" PANEL - 26 GAUGE WALL PANELS: "A" PANEL - 26 GAUGE 16. METAL WALL PANELS SHALL BE ANCHORED TO WITHSTAND 110 MPH WINDLOAD. 17. METAL WALL AND ROOF PANELS TO BE FACTORY APPLIED SIGNATURE 200 SILICON POLYESTER PAINT FINISH WITH 20 YEAR FINISH WARRANTY. SUBMIT ALL COLOR SAMPLES TO OWNER FOR APPROVAL. CODE DATA APPLICABLE BUILDING CODES FLORIDA BUILDING CODE - 2004 w/ REVISIONS NFPA 101, LIFE SAFETY CODE - 2003 FLORIDA FIRE PREVENTION CODE - 2004 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPANCY TYPES: FBC 311: STORAGE - GROUP S-1(MODERATE HAZARD) CONSTRUCTION TYPES. FBC 602 TYPE VB / COMBUSTIBLE / UNPROTECTED / UNSPRINKLED FBC TABLE 503 ALLOWABLE BUILDING AREA: 9,000 S.F.. ALLOWABLE BUILDING HEIGHT: 1 STORY - 40' ACTUAL BUILDING HEIGHT: 1 STORY - 21'+/- ACTUAL BUILDING AREA: 6,000 S.F. FBC TABLE 601-TYPE VB INTERIOR BEARING / NON -BR G WALLS: 0 HR COLUMNS: 0 HR BEAMS, GIRDERS, TRUSSES: 0 HR ROOFS / CEILINGS: 0 HR EXTERIOR BEARING / NON-BRG WALLS: 5' TO 20' 1 HR >20' 0 HR FBC TABLE 1004.1.2 OCCUPANCY LOAD REQUIREMENTS: AREA PER OCCUPANT: S - 1 OCC / 300 SF GROSS 6000 SF / 300 = 20 OCCUPANTS FBC TABLE 1005.1 EGRESS WIDTH PER PERSON SERVED - GROUP S: .2" NUMBER OF EGRESS EGRESS S SPAC E AREA OCCUPANT REQUIRED PROVIDED STORAGE: 6000 SF/300=20 x .2" = 4.0" 67" FBC TABLE 1015.1 EXIT ACCESS TRAVEL DISTANCE MAXIMUM DISTANCE OF TRAVEL - GROUP S-1 UNSPRINKLED - 200' FBC TABLE 1016.2 MINIMUM CORRIDOR/AISLE WIDTH REQ'D-GROUP S: 44" FBC TABLE 1016.3 MAXIMUM DEAD END CORRIDOR: 20' FBC TABLE 1018.1 I NUMBER OF EXITS REQUIRED: 2 NUMBER OF EXITS PROVIDED: 4` FPC TABLE 403.1 PLUMBING FIXTURE REQUIREMENTS: WC LAV DF SS REQUIRED: 1 /100 1 /100 1 /1000 1 PROVIDED: 2 2 2 2 FPC 403.2.2 7 SEPARATE TOILET FACILITIES NOT REQUIRED FOR 15 I' OR LESS EMPLOYEES - EACH SPACE HAS LESS THAN 15 EMPLOYEES. SEAL 0 U I 1 c W L o .c Q W o Q 0 Q CL O 0 -0 0 o� - O . ® Ca U U) z "=-I �D LT] c I' O p CL N ® W 44 r# z € MJ d" r O U �°o N a m p ¢ n 0 U _ V L T V O U L� o 0 0 `D 0 v ?. U C E � ca �' V O c, N c LU C N U A' lC o U W L ^ O u 4- E� - C° C. �f job no= RJ07406 drawn by: RLJ data: PERMIT 01/19/07 2SANFORD- S ZL sheet number A-2 RJ0 /406F= LA33 RODNEY JEFFERSON ARCHITECT COPYRIGHTT CQ' 2007 U s V) w w L' r w off 0 0 0 G 0 Cn w CL G H r w F- r CL G 0 0 w G G.� V) V) 0 z U w 0 CL w 0 r Z 0 w 0 w Cn w 0 0 w a 0 U 0 w c� s U a w U 0 0 a_ w w m 0 z J V) 71 (D U U w Cn Cn �C G c= o' 0 V'- Z w mi ZD U 0 a w w F- vi G v V) w 0 C, L VT w 0 vi z Q J w w L S w G n n, w L F- 0 0 z s C_J 01 a_ 0 U 's J z 0 0 U V) Zr_ Cn Cn w w Of >- m w 01 F— U F U w Q z 0 w w w w r w G 0 SEE SCHED D1 - OVERHEAD STEEL COILING DOOR TEMPERED GLAZING — ua to l =3 EsILI ' \ i i I I 1 EE SCHEIl, '1� I EE SCHE1� 'lam D2 - ALUM D3 - 5OLI1D STOREFRONT CORE WOOD DOOR TYRE ELEVATIONS 6CALE:1/4' = 1'-0' Iu QSEE DETAILS ILI FOR TRIM v u r FINISH FLOOR EE ScHED, O 1=1 - HOLLOW METAL ul EE SCHEJ D4 - INSUL METAL SCALE: 1/4' = 1'-0' '� SCALE:1/4' = 1'-0' SEE PLAN(FIEL D VERIFY) INTERIOR FINISH - SEE WALL SECTIONS METAL BLDG EXTERIOR METAL PANELS METAL BLDG EXTERIOR METAL PANELS I METAL BLDG STRUCTURAL STEEL METAL BLDG STRUCTURAL STEEL JAMB I JAMB Ld I I Ii II J POLYURETHANE SEALANT k BACKER ROD CONTINUOUS OVERHEAD DOOR 4 FRAME - AROUND FRAME EACH 51DE ANCHOR PER MANUFACTURER'S HOLLOW METAL DOOR FRAME �COMI"""' "T"""' PRE -GROUT SOLID (NOTE: GALVANIZE ALL EXTERIOR STEEL DOORS 4 FRAMES) (SEE DOOR SCHEDULE FOR SIZE) PROVIDE COUNTERSUNK GALVANIZED STEEL MASONRY SCREWS IN FRAME a) 12' O.G. MAX WEATHERSTRIPPING - TYPICAL PAINTED GALV I' x 2' x 1/0' RAINGUARD e ALL EXTERIOR DOORS. EMPED IN POLYURETHANE SEALANT DOOR HEAD (JAMB SIM.) DOOR JAMB DETAIL DTDRf019A SCALE: 3" = I'-rD' � DTDR�28 I OR 2 LAYERS GYPSUM BOARD - REFER TO PART. TYPES SEE PLAN TILE (WHERE CALLED FOR I DOOR SWEEP ON PLAN) OVER 1/2' - CONCRETE BACKER E3D METAL THRESHOLD DOUBLE 2x WOOD 5TUD5 — IN FULL BED : € OF SEALANT Ii II 1. DOOR IN FRAME - I. SEE PLAN FOR SIZE SEE PLAN FOR I jl FLOOR FINISH SEALANT BEAD CONTINUOUS - AROUND FRAME- i30TH &IDES I �•' 1/4' RECESS 0 J/ WA I 1 - f.n ` /�f----------HOLLOW METAL DOOR FRAM - ---; --- ;--"- - >b ,ram WITH 3 ANCHORS SCREWED TYPICAL SLAB TO JAMB 5TUD5 ft AND FOOTING co ENTRY 5LAE3 CONSTRUCTION ) 0 DOOR WHERE REQUIRED i ) AS REQ'D. V THRESHOLD DETAIL �H.M. FRAME DETAIL DTDR015A SCALE: 3' = 1'-O' � "t' J DTDR015 DOOR SCHEDULE O Q Q DOOR FRAME DETAILS 0� ?: — U) z < 0- Q Q:�Q CL Ld w0 =W REMARKS NO. TYPE MAT L SIZE TYPE MAT L c� W � HEAD JAMB SILL Q o z + z I V)R_ 1 D1 ST 12'-0"x14'-0" F1 ST - - 168.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 2 D2 AL 3'-0" x 6'-8" F1 AL TEMP - 20.0 -1-32.1 -24.6 - W/ WEATHERSTRIPPING 3 D3 SC 3'-0" x 6'-8" F1 HM - - - - - - 4 D4 IM 3'-0" x 6'-8" F1 HM - - 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING WINDOW SCHEDULE 0 WINDOW V) CD W Z L� DETAILS �� W U Q o vl Q 3: — Q 1--U z + rn Q �— Q k- U z CI REMARKS ID TYPE MAT'L SIZE HEAD JAMB SILL A SH ALUM 4'-6" x 5'-3" TEMP - 6 6 6 23.6 +32.1 -24.6 TINTED HEAD EXTERIOR STRUCTURE 1/4' P.T. SHIM CONT. SEALANT W/ 5ACKER ROD PREFIN. ALUM. FRAME GASKET GLAZING AS SCHEDULED SILL I I, PREFIN. ALUM. DOOR lr-� F THRESHOLD FLOOR FINISH ST OR EF RO NT DOOR ®ETAIL® DTWD5TOaA �r HEAD / JAMB SILL SCA1-E: 3' - 1'-0' METAL BLDG EXTERIOR METAL PANELS METAL BLDG STRUCTURAL STEEL JAMB SEALANT ALL AROUND PERIMETER 50TH BIDES - TYP. SAFETY GLAZING - THICKNESS AS REQUIRED TO MEET DESIGN WIND PRESSURES ALUMINUM STOREFRONT W/ STRUCTURAL COMPONENTS FOR DESIGN WIND PRESSURES SILL FLASHING - FINISH TO MATCH STOREFRONT FIN15H STOREFRONT DETAIL SCALE: 3' = P-O' \ v % DTWD9T16 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 windlood (FBC 1609). 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. Maxirnurn shim space shall be 1/4" all around. 7. Undercut interior toilet room doors 1 ". 8. Provide doors and frames in conformance with Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames" (SDI-100) and as indicated in project documents. Door / Window Legend AL - ALUM. STOREFRONT - FAC. HS - HORIZONTAL SLIDER FIN. - SEE WDW ELEV. IM - INSULATED METAL 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 HM - HOLLOW METAL WP - WOOD PANEL Finish Hardware 1, Finish Hardware shall be installed in accordance with proper practices recognized by the Door and Hardware Institute, 7711 Old Springhouse Road, Mclean, VA. 22102-3474 (verify latest address and phone) and ANSI BHMA A-156 series, ADA, and Florida Department of Community Affairs Accessibility Standards. 2. SUPPLIER: Finish hardware shall be furnished by a company having appropriate technical knowledge and experience to correctly interpret drawings and specifications. Supplier shall be prepared at all times during progress of installation to promptly provide competent Architectural Hardware Consultant (AHC) to approve its complete installation in order that all items shall be installed in the best rnanner and function properly. Door Hardware: Handles, pulls, latches, locks, and other operating devices on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, pinching, or twisting of the wrist to operate. FBC 11-4.13.9 Deadbolt Locks: All hardware shall be direct acting requiring no more than one operation to unlatch. FBC 1008.1.8.4 SEAL .G co N C -1 a -C7 o C. -0 M 7 ) W c 0 E V L. U J C W W Q ® W EL 1- (C) C3 U W uJ Cd 1 0 0 Z -C) L 0 C)`~ C ® ..® (1)C3 m V) Z � Z Q "0 C2 s� . 0 0 n� W Q w CU Z C) V) w �U- w >- w Z a 0 cr 0 w Z V) v) re w Cl z w S 0 IS— cL U z Q 0 w Z (-D V) V) 4 0 z w 0 a rr w 2 F- 0 r L 0 C) w w rr 0 0 w o_ 0 0 w c� L a s 0 W U 0 0 W w co F-- 0 z J J S V) z a a W Cl- V) 0 Z 1 v { a Of 0 z w U 0 0 w • W z vi z ca w 0 a z Q V r W 0 G a W w L ZE C7 rK w w 0 w w 0 0 z z c� s rK CD c.� Q z 0 0 U w W w `Cro ® w cr w s w F- S rK z 0 w ,1 w w w z 0 0 • GUTTER C AT 40' 0. GUTTf OVERFLOW 51 (FIELD BENI DOWNSPOUT POP DTWLPE0I A BUILDING SECTION SCALE: v4' = P-m' SCALE: I' = 1'-0' WALL SECTION DTWL5T20 SCALE: 3/4' = I'-D' SEAM ILDING NOTE: DRINKING FOUNTAIN TO f3E ADA APPROVED 4 BE INSTALLED IN ACCORDANCE W/ THE FLORIDA P. f3UILDING CODE - CHAPTER 11 SINGLE DRINKING FOUNTAIN TO HAVE FLAT-k30TTOM CUP D15PEN5ER n FRONT ELEVATION 512E ELEVATION DRINKING FOUNTAIN DETAIL SOAP DISPENSER 3m' x 48' MIN. CLEAR FLOOR SPACE CENTERED ON LAY e,o' PIA. TURNING RADIUS PAPER TOWEL DISPENSER 36' GRABBAR (oo, x 59' MIN. CLEAR FLOOR SPACE AT HC WATER CLOSET TOILET T155UE DI5PENSER 42' GRA55AR SERVICE SINK \—DRINKING FOUNTAIN TYPICAL TOILET ROOM PLAN DTBATHm2 SOAP URINAL. DISPENSER SCALE: 1/4' — I <t p (� CA r HC URINAL WATER LAY CL05ET CLEAR BAR �ARAR - RAB 2 O' 'I BAR TOP _ T15SUE DISPEN. NAMIN 6' - p15P05AL F Z tl1 - ' TISSUE , 0 D15PEN. 3'-0' fi2- HC TOILET ACCESSORY LOCATIONS DTTOILET DTDF001A HC TILT MIRROR WASHABLE PAINT ON WATER RE515TANT GYPSUM BOARD - TYP SANITARY VII BASE - TYP 5CALE: 1/2' = 1'-V u NOTE: SEE TYPICAL MOUNTING HEIGHT DETAIL FOR LOCATIONS OF ACCE55ORIE5 TYPICAL TOILET ROOM ELEVATIONS DTTREL02 SCA EnI LE: 1/4' = 1'-v Tn <t HAND TOWEL FEMININE SHE, F T15SUE DRYER k3AR NAPKIN PAPER D 15P05AL D 15PE N5ER MIRROR �n J a° - �r MIN KNEE�i� 6' CLEARANCE `'CIA —IN5ULATE EXP05ED PIP 1AX. HC LAV/MIR/SOAP DISPENSER PAPER TOWEL FEMININE ROBE DISPENSER / NAPKIN HOOK DISPOSAL D 15PEN5ER SCALE: 3/8' = 1'-0' LAV IN COUNTER -r 50AP CASP. NOTES 1. ALL FASTENERS CALLED OUT ON DETAILS FROM THIS SHEET AS SPECIFIED BY "METALLIC BUILDING" METAL BUILDING MANUFACTURER. 2. METAL BUILDING MANUFACTURER TO DESIGN BUILDING, PANEL CONNECTIONS, ETC. TO COMPLY WITH 2O04- FLORIDA BUILDING CODE. 'I f ACCESSORIES DESCRIPTION MANUF. NO. �j 50AP D15PEN5ER 8-2112 u EACH TOILET ❑2 MIRROR - HC 8-293 243(0 EACH TOIL ET �j TOILET T155UE DISPENSER 8-2840 u W/ SHELF - EACH TOILET ROBE HOOK ON BACK OF B-7(0-I1 pOOR EACH TOILET 42' GRAB BAR EACH TOILET 3ro' GRAB BAR EACH TOILET PAPER TOWEL D15PEN5ER / 8-3944 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: 2004 FLORIDA BUILDING CODE W/ CURRENT REVISIONS. l WIND LOAD: FBC - 110 MPH. l 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: MOLLYAPPROVEDOEQUALND PSULE OR MASONRY: ASTM C90 (f'm=1500 PSI) 19o0 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 EMENT ASTM C150 I-P0000 PSI RTLAND CCOMPRESSIVE STRENGTH @ 28 DAYS (U.N.O.) WATER/CONCRETE RATIO: LESS THAN OR EQUAL TO .58 SLUMP: SLAB -ON -GRADE: 5 INCHES OTHER: 3 INCHES WATER: POTABLE CHLORIDE: NONE AGGREGATES: NORMAL WEIGHT - ASTM C33 3. CONCRETE SLAB REINFORCING SHALL BE WELDED WIRE FABRIC (SIZE AS NOTED) OR FIBERMESH PREMIXED IN CONCRETE PRIOR TO SITE DELIVERY. 4. CONSTRUCTION JOINTS DESIGN AND LOCATIONS SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 5. VERIFY ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. - PRIOR TO PLACING CONCRETE. 6. ALL REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE PER ASTM A615 GRADE 60, CONTINUOUS AND SPLICE WITH A FULL 24 INCH LAP (MINIMUM). PROVIDE CORNER BARS FOR ALL CORNERS AND INTERSECTIONS. a� C o J U c V) � ® M � c cn O E O O (� U O e 0 � Q U DW W ® CO IL >- uJ (1) 0 J �- O J co CL O -0 0 0 C= _ td zmcn \ s s� —+ L � V Z '® J CL n W ::A MASONRY NOTES A - ' .. 01 If) N Y W n 0 N m 1. All masonry design, material and workmanship shall be in strict 3 N y accordance with the ACI Standard Building Code requirements for U ¢ o L, V V concrete masonry structures: ACI 530/0 530.1. ii '�'� E x ¢ o 2. CMU cells indicated in Ian ■ or notes as filled cells shall be Q " '� " r � v p I grouted with 3000 PSI concrete (8" to 10" slump) w/ (1)#5 vertical C ; `� ` L y minimum. o 0p `° 3. Provide a minimum of 1 filled CMU cell shall be located under CN C L Y C o concentrated loads, at all corners, at each end of openings 6'-0" o u long and greater, at ends of walls and in cmu walls at 6'-0" MAX. a N 0 E OC (Typical U.O.N.).. U N a 4. Provide HORIZONTAL JOINT REINFORCING, W1.7 or "Dur-O-Wall° truss type reinforcing at 16" OC vertical in all CMU walls. �+ m 5. Provide dovetail anchors for the full height of columns where independent concrete columns are abutted by rnasonry walls. z 0 6. CMU concrete blocks shall conform to ASTM C-90 (28 day strength 2000 PSI) (f'rn = 1500 PSI), laid in running bond. Stack Q pf 'Dint rei nforcement @ 16" shall ha ve 9 a ue horizontal walls1 bond 9 9 o.c. vertical in addition to typical vertical reinforcement. 7. All mortar joints for hollow masonry units shall extend the full ;; job no: RJ07406 width of face shells. Mortar joints for solid masonry units shall be drawn by: RLJ full head and bed joints - 3/8" thick typical. date PERMIT 01/19/07 8. Provide a 8"x16" bond beam with (1) #5 bar. At corners provide continuity by using corner bars or end hooks. revisions; 9. Lap Splice for a #5 bar to be 30 inches. 10. Filled cells shall be vibrated during placement using a pg2t:� f�r� vibrator. TV q 0`ANF0fl sheet number cadd filename RJ07406 SCA.3.3 RODNEY JEFFERSON ARCHITECT COPYRIGHT © 2007 FE-21M U F-- U Q z O rn Ckf w w w r w z 0 O fr mi O Z O rn LLJ z 3 w F— O >_ F— Of ¢ 0 F- Z ¢ 0 0 w z CD Cn U') Q O Z U w O Of a_ Elf _ F- 0 z Er_ O Ctf 0 w 0 0 w 0 U 0 w Z Q _ c� w Cn Cn 0 Or- w Of LJ co F- 0 z J in 2 (n z o_ Q U U w Cn 0 Z Q Z Q 0 fn z w U O in w to L:..I z in w 0 0 z fn w 0 Z J w w ry c� ry w Cl- CD a- Ch: w LD 0 Z Q 0 U 3 Q Z 0 0 U f/) Elf w CID Elf Of w F— C..) U ¢ z 0 tr w w w w w z 0 0 Delphini Industrial Park t Southern Cross - I DESIGN TEAM I OWNER DELPHINI INDUSTRIAL PARK AT SOUTHERN CROSS LLC Beardall Avenue Sanford, Florida ARCHITECT RODNEY JEFFERSON ARCHITECT 775 KIRKMAN Rd, Ste 110 Orlando, Florida 32811 Phone (407) 291-8406 Fax (407) 293-5015 CONTRACTOR DELPHINI BUILDERS 845 Sunshine Lane Altamonte Springs, Florida 32714 Phone (407) 830-7447 Fax (407) 830-7429 CIVIL ENGINEER AMERICAN CIVIL ENGINEERING CO. 207 North Moss Road, Ste 211 Winter Springs, Florida 32708 I NOTES I Building No. 39 -Type 'A' I ARCHITECTURAL SITE PLAN 1I k Code violations found during inspection Structural plan review is limited to a are required to be corrected. general survey for code compliance. No Plan/permit issuance does not grant review is implied nor was taken to approval of a code violation. 2004 verify structural adequacy FBU09.1 . :. F��✓Y�i.I:J mul W 9,600 SQ. F 00 S0. F . ! i ..._... r _ SG FT 3,100 SU F T, - u6 m °. en• iw _ n .... scxl t' - so 4,i9w Q. ; T. 'J'' 4.&90 SO. F P- -`ri`. s °D-J Sa. r r. Q,a _.. , ...... I I 0 3D- i 3,600#SO, F 3�6 #18 F 4.EG0 SQ .... Q :a 4,f;G0 SQ. Fi A;"3 U ...... .. I 00 S ... M:0 ` R AR St.. AAi,n 2 q� 4 ii 1 f ))( jsk iT J �e i/ SI i. aUrFiR Y'ARn 90 0- "' a� l`' R20 -_ _ — SINGLE DUMPSTER i F.O'SPA�TNU BETWEEFi DGS <TYP) UNU 3.. NCLOSURN---LLI)lSUEERE <TYP) RF:AFt SiLir'>'..R YIRD IO' 6 -�— 3 4 i��'i ,9 4i E 20l:d. 1 e. _ 8 i z: r •: R20' i i l E \E � ..�Ii.. a: t"a:+"�t•C. ................................................................... . Ems. n. , - . _ .. ...:::6'F'TS7e:iWARf.FiCtESe. i .. _ .- ,... ::' .::- _ 6. > Z v �i?.) 4,(;QO SQ. ' t' 1'iF£ 1':4.JWARk:f l7liSf. Rr...,.. �c ...3 ' " i K" j l I i 8a 1. LEGAL DESCRIPTION AND SURVEY INFORMATION AS SUPPLIED BY OWNER FROM �t IL SCOPE OF UJORK ACCURIGHT. SEE CIVIL ENGINEERING BY AMERICAN CIVIL ENGINEERING CO. R 3 4............. , tt€•-'--_--._-"•- n�..; � : .. f �. �E f \ EM� :::I�:._i ,r.•.�:::: , 1 . � � s` e t ..1 6.... 2. FINISH FLOOR ELEVATION IS REFERENCED FROM 0'-0 -SEE CIVIL DRAWINGS _: `. �'. 1r: 6 FOR ACTUAL ELEVATION. 1 IG---- ; . _ . /:_ , t 6 tam ..,..E .` '�f -� - -- , , � , T f � �-. -" PROP, MONUMENT SIGN LOCATION Q�} o-�-f u00 SO. FT. 6,000 SQ. F I, o �......... E; UNDER SEPARATE PERMIT i ♦#( L..... _. ..;j I M• ! 6,000 SO FT 6A SO FT, #39 &40 ,�...-..... I d 3. THIS STRUCTURE IS NOT DESIGNED TO BE IN 100-YEAR FLOOD PLAIN. ( i _ _pi : s .ae SW. ; 6. c se. 7c s:. -- u37 00#36 Ir...._ ;. ms ii36 - - — -•- ir; t`j` ? `` 7i ', [) l00' t XIST. CONC. HEADWALL 4. ALL EXTERIOR SIGNAGE REQUIRES A SEPARATE PERMIT."""ii 11'-- - J oo' 100 EXIST. CGNC.\ _ _.... ..... 30'� i.. 4 "�� .......... _....- ".�..,,,..,�... XIST. 24 RCP PROP. MONUMENT SIGN LOCATION O 2 • j 5. PROVIDE APPROVED STREET ADDRESS/SUITE NUMBER POSTIONED SUCH AS TO BE UNDER SEPARATE PERMIT I > 2 ' PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. LETTERS SHALL CONTRAST WITH _ f- .� - ' -- .......... 1 /- EXIST. 1fY`28"I4� °siFn. r MEAS t • tir r 4�x.1i�> r.d rasr'ai%• cart' .. jf �r: 4t , - 7 t.i f...._. ......4 i(..AS... _._..... _a,. .......... 1t ......... _.. _...It6" . 'r'".i.F'.e . k°�_..... ;f:.:::a ...``.Zc ;.aa. �::aa•.':' :.axe...w..an:�,d.:::«. g. .:.. THEIR BACKGROUND WITH A 6 HIGH MINIMUM CHARACTER WITH A 3/4 STROKE -:_ _ _ _ --"- / 50' RSO' _........"'."'-"`"� ........ RECOMMENDED. I - : T Y _. ._. ....._•• -- q. :....._ J rr 3 ail" ADDITIONAL' 7i-C:ti Gf' kA: '1L.,. -e-. ..-.ee. .... L .... —. _._ _.. 6. SEE DRAWINGS BY OTHERS FOR PRE-ENGINEERED STRUCTURE STRUCTURAL xts:. =� _................. _....._.�,.......... _......._ . m.. _« .::: ........... _ _.... _�... _..._ _._...-�...........::_...w.. _ ,u ..... —._ ._......._-........_.__..........._____--.........—_�........_.�Tc��'.-7SY�t�':.t� r �".�''�i7�. / �,....._._�- ✓..,...-•rp.,.........a........... _..; :^:..m.. .:..::."T"'_._::.:.W:n•.•.+i•G:;::.i°!::"�,.....""�.�-�..-.-ne .................. ............ ae........_.. : .ra. ,ro-..... .••::::f.. ENGINEERING, MECHANICAL DESIGN, ELECTRICAL DESIGN, AND PLUMBING DESIGN. - '-""'-"'- .O .�i OLi 7� ON so / SOQ/.. ` l` 4r 0 NORTH ARROW SPACE IDENTIFICATION DETAIL REFERENCE DETAIL TITLE WALL SECTION REFERENCE BUILDING SECTION REFERENCE 7C,0 A�/ l d ° °~ SYMBOLS LEGEND ro ��� eo LIVING SPACE NAME ROOM 1234 SPACE NUMBER 1 DETAIL NUMBER A-0 SHEET NUMBER DETAIL NUMBER D2DETAIL 5CALE:1/4' = 1'-0' comm CADD FILE NAME SECTION ORIENTATION 1 SECTION NUMBER _ II A-0 DRAWING ON WHICH �J SECTION OCCURS SECTION ORIENTATION I SECTION NUMBER 1 A 0 DRAWING ON WHICH A-0 SECTION OCCURS ELEVATION HEIGHT J4 0'-0. HEIGHT IDENTIFICATION FINISH FLOOR IDENTIFICATION TITLE INTERIOR ELEVATION ORIENTATION J MULTIPLE N ERIOR z ELEVATION REFERENCE ELEVATION NUMBER 3 PARTITION TYPE IDENTIFICATION PARTITION NUMBER TYPE EQUIPMENT IDENTIFICATION EQUIPMENT NUMBER WINDOW A WINDOW LETTER IDENTIFICATION DOOR DOOR NUMBER IDENTIFICATION REVISION IDENTIFICATION REVISION NUMBER COLUMN CENTERLINE COLUMN A IDENTIFICATION 1 COLUMN NUMBER H L N=0Tff. C:iRRF:'.NT ti,'jWNl: i;;1?+•Mi:R(:iAL, rLAi I°bi):iS'i�ttAi.. SCHEMATIC ARCHITECTURAL SITE PLAN rZ�rAA SCALEd' = 100' ®"14ftSITE MATERIALS LEGEND 1111IM I STUD FRAME WALL 1-+40UR FIRE RATED WALL — 2- HOUR FIRE RATED WALL FRAME WALL W/ INSULAT ION -` --� BRIGK CONCRETE 1" IASONRI' BLOCK WALL =.� POURED GONGRETE WALL SECTION/ ELEVATION 0 DIMENSIONAL LUMBER = BATT INSULATION �.0 V' . , 0 GUT LUMBER o RIGID FOAM / INSULATION EARTI-I FILL CONCRETE 1"1A50NR`' UNIT I STRUCTURAL STEEL FLOOR TRUSS ' : ;, X^ Y POROUS FILL , .4�\ .k•',t. 1"1,4RBL E ROCK �. 1" iE TAL v ' GA5T- IN -PLACE CONCRETE i ....;...�..'.....�..°..;....'.- INSULATION CRIGID� B I � I GK GLAss AG0U5TIGAL TILE - ........... GYPSUM WALL BOARD INDEX OF DRAWINGS ARCHITECTURAL A-1 COVER SHEET A-2 FLOOR / ROOF PLANS / ELEV A-3 DOOR / WINDOW SCHEDULES A-4 BUILDING / WALL SECTIONS MEP AND CIVIL (BY OTHERS) CITY OF SANFORD PLAN REVIEW Occupancy Use Group: Type of Construction: Code Edition: 7-60 Total Square Feet: SHELL BUILDING PERMIT ONLY The plans submitted do not provide adequate information, nor provided with sufficient features to allow this building to obtain a "Certificate of Occupancy" Only a "Certificate of Completion" may be issued for this building. Separate tenant improvement permits shall be obtained, with a T "Certificate of Occupancy" prior to any portion of the building being occupied. ni _ LOCATION MAP Washington St Midway Canaan Midway Ave Eude{I R m c� Rik tv it ; < < N n ul D N Patrol Rd CWM Ur *11tdo S.trtford Intl I i --Airport ,E i� t)CN1' STANDARD ABBREVIATIONS 8"k Hammock y f. G t m Canyon ,t. 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 / WAS ADJ. ADJACENT DISP. DISPOSAL H.M. HOLLOW METAL O.D. OUTSIDE DIAMETER ROS ROUGH SAWN W.C. WATER CLOSET A.H.U. AIR HANDLER UNIT D.L. DEAD LOAD HORIZ. HORIZONTAL OPP. OPPOSITE S.C. SOLID CORE WD. WOOD ALUM. ALUMINIUM DN. DOWN HT. HEIGHT OPT. OPTIONAL SCHED. SHEDULE W.D.W. WINDOW ALT. ALTERNATE D.W. DISHWASHER 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 a POUND P.S.F. POUND PER SQUARE FOOT STD. STANDARD COL. COLUMN EXT. EXTERIOR LAM. LAMINATED P.S.I. POUND PER SQUARE INCH STO. STORAGE CER. CERAMIC FN.FL. FINISH FLOOR LAV. LAVATORY P.T. PRESSURE TRATED STIR. STRUCTURAL C.J. CONSTRUCTION JOINT FIN. FINISH LTG. LIGHTING PTN. PARTITION SUB. SUBSTITUTE CLG. CEILING F.G. FIXED GLASS MATL. MATERIAL P.H. PAPER HOLDER SUP. SUPPORT C.M.U. CONCRETE BLOCK F.P. FIREPLACE MAX. MAXIMUM QUAL. QUALITY T.C. TRASH COMPACTOR CONC. CONCRETE Fr. FEET M.C. MEDICINE CABINET QUAN. QUANTITY TEMP. TEMPERATURE CONST. CONSTRUCTION FTG. FOOTING MECH. MECHANICAL R.A.G. RETURN AIR GRILL THK. THICK/THICKNESS CONT. CONTINUOUS GA. GAGE MIN. MINIMUM RAD. RADIUS TYP, TYPICAL CTR. CENTER GALV. GALVANIZED MISC. MISCELLANEOUS R.D. ROOF DRAIN U.L. UNDERWRITERS LABORATORY D DRYER GL. GLASS M.O. MASONRY OPENING REF. REFRIGERATOR VENT. VENTILATION DBL. DOUBLE GYP. GYPSUM M.T. METAL THRESHOLD REINF. REINFORCE VERT. VERTICAL ,- C!n' OF S4Ni^RC PERMIT# •�1 11� SEAL r` C'4 M� N O C � .0 J i. Q) c 0 m ) to In "t 0�., Ib C O E Q V, O L. U C AL, W .-I Q L 1 riiiiiii o W W V, x n1 W lU ;0 I Q Ca o o - W Z �'t ` � _ U Q) 0 ._ zmcn L 0 o cr) __J U 70 M C 7IFFICE U 0 : 2 E ; 0 �NC, �Y r W 2 0 D W �� p � � m 'rr L OO (7) L C) a N u Z U U ¢ T Ttd Q L o o V 0 ID U ' Q .0 0 Q+.0 L x¢ 0 o � rkf lL� ' u C 'O ✓ 0Y 0 aJ E a G1 L D C YC� L N o 03 L p �0L - Ay/' N n Q i CO 0 C Z Job no: RJO/406 drawn by: RLJ date: PFRMII 01/19/07 revisions: ^^ /2 A 0 sheet number cadd filename RJ07406CVA39 RODNEY JEFFERSON ARCHITECT COPYRIGHT n 2007 r GENERAL NOTES 0 Z 0 cn PH w r w z 0 0 M 0 rr G 0 V) V) w z W 1— W s ZD 0 r F- E— Of LL Cl s r z 0 0 w z C.� V) Ln z 0 G U W a z 0- Of w s 0 a 0 0 w cn w O CD w CL 0 u 0 w CD z S C� 0 w u 0 0 r w w co i- 0 z s L9 z O U E_ U w v ) 0 _t Q9 Z 0 F- z w 0 0 v ) F_ vi z CD V) w 0 z Q w 0 VS z n w V) W 2f s E' w EZ 0 01 r ce w 2 U 0 L Q i— s c� rr r a. O U Q z O 0 U v) s V) LLJ w w r r� w w s C) U z 0 cn w w r w z 0 0 1a A �W. A` FRONT ELEVATION REAR ELEVATION 0' 2' 4' 8' 16' � �XW6A U'2'4'8' 16' NOTES: WNW� E1. SEE SHEET A-3 FOR DOOR / WINDOW SCHEDULES. RIGHT SIDE ELEVATION 5CALE:1/8' = 1'-0' LEFT SIDE ELEVATION 6CALE:1/6' = 1'-0' 6x6 CxUTTER (ox6 GUTTER 0' 2' 4' 8' 16' 0' 2' 4' 8' 16' LIFE SAFETY LEGEND EXIT LICHT (SEE ELECTRICAL) PRIMARY EGRESS NEW 4 ABC TYPE PORTABLE FIRE EXTINGUISHER - COORDINATE EXACT LOCATIONS `P!/ LIGHT SWITCHES rE AND OTHER EQUIPMENT EMERGENCY LIGHTS W/ BATTERY PACK 1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITING A BID AND PRIOR TO THE START OF ANY WORK. ALL INCONSISTENCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BIDDING AND CONSTRUCTION. 2. THE CONTRACTOR SHALL INFORM HIMSELF OF ALL EXISTING CONDITIONS AND LIMITATIONS OF THE SITE. 3. ALL DIMENSIONS ARE NOMINAL (UNLESS NOTED OTHERWISE.) 4. IN THE ABSENCE OF DETAILED SPECIFICATIONS, IT IS THE INTENT THAT THE WORK INDICATED ON THESE DRAWINGS BE PERFORMED IN A WORKMANLIKE MANNER AND BE COMPLETE IN EVERY RESPECT FOR OCCUPANCY BY THE OWNER. TOLERANCES ARE TYPICALLY 1/8" IN 10'-0". 5. ALL WORK OR MATERIALS NOT SHOWN ON THE DRAWINGS, BUT NORMALLY REQUIRED TO COMPLETE THE WORK, SHALL BE FURNISHED, PERFORMED, AND DONE BY THE GENERAL CONTRACTOR AS IF THE SAME WERE SHOWN ON THE DRAWINGS. 6. FLASH ALL ROOF PENETRATIONS WATERTIGHT WITH MATERIALS WHICH ARE COMPATIBLE WITH ROOFING MATERIALS. COMPLY WITH "SMACNA" RECOMMENDATIONS AND STANDARDS FOR INSTALLATION. 7. INSTALL ALL MATERIALS PER MANUFACTURER'S RECOMMMENDATIONS. 8. FIELD VERIFY ALL DIMENSIONS AND ROUGH -IN DIMENSIONS WITH ACTUAL CONDITIONS. 9. ALL SYSTEMS AND CONSTRUCTION TO BE COMPLETE IN EVERY RESPECT AND OPERATIONAL FOR THE PURPOSE FOR WHICH THEY WERE INTENDED. PROVIDE OWNER WITH ALL WARRANTIES FOR MATERIALS, SYSTEMS, ETC. 10. PROVIDE NEW HVAC, ELECTRICAL AND PLUMBING SYSTEMS AS REQUIRED. SUBCONTRACTORS TO PROVIDE DRAWINGS FOR PERMIT AND ALL LABOR, MATERIALS, AND ANY MISCELLANEOUS ITEMS NECESSARY FOR COMPLETED SYSTEMS READY FOR OPERATION. 11. UNLESS OTHERWISE INDICATED, ALL EQUIPMENT, MATERIALS, FINISHES, COLORS, ETC., SHALL BE SELECTED BY OWNER. 12. ARCHITECT ASSUMES NO LIABILITY FOR CHANGES MADE IN THE FIELD OR EXISTING CONDITIONS. 13. WHERE INCONSISTENCIES OR CONFLICTS OCCUR WITHIN THE DRAWINGS, THE MORE STRINGENT SHALL GOVERN. REPORT THESE IN WRITING TO THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 14. PAINTING SHALL BE AS DIRECTED BY OWNER, FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR ALL APPLICATIONS. 15. METAL BUILDING SYSTEM: ROOF PANELS: "R" PANEL - 26 GAUGE WALL PANELS: "A" PANEL - 26 GAUGE 16. METAL WALL PANELS SHALL BE ANCHORED TO WITHSTAND 110 MPH WINDLOAD. 17. METAL WALL AND ROOF PANELS TO BE FACTORY APPLIED SIGNATURE 200 SILICON POLYESTER PAINT FINISH WITH 20 YEAR FINISH WARRANTY. SUBMIT ALL COLOR SAMPLES TO OWNER FOR APPROVAL. CODE DATA I) APPLICABLE BUILDING CODES FLORIDA BUILDINC CODE - 2004 w/ REVISIONS NFPA 101, LIFE SAFETY CODE - 2003 FLORIDA FIRE PREVENTION CODE - 2004 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPANCY TYPES: FBC 311: STORAGE - GROUP S-1(MODERATE HAZARD) CONSTRUCTION TYPES. FBC 602 TYPE VB / COMBUSTIBLE / UNPROTECTED / UNSPRINKLED FBC TABLE 503 ALLOWABLE BUILDING AREA: 9,000 S.F.. ALLOWABLE BUILDING HEIGHT: 1 STORY - 40' ACTUAL BUILDING HEIGHT: 1 STORY - 21'+/- ACTUAL BUILDING AREA: 6,000 S.F. FBC TABLE 601-TYPE VB INTERIOR BEARING / NON-BRG WALLS: 0 HR COLUMNS: 0 HR BEAMS, GIRDERS, TRUSSES: 0 HR ROOFS / CEILINGS: 0 HR EXTERIOR BEARING / NON-BRG WALLS: 5' TO 20' 1 HR >20' 0 HR FBC TABLE 1004.1.2 OCCUPANCY LOAD REQUIREMENTS: AREA PER OCCUPANT: S - 1 OCC / 300 SF GROSS 6000 SF / 300 = 20 OCCUPANTS FBC TABLE 1005.1 EGRESS WIDTH PER PERSON SERVED - GROUP S: .2" NUMBER OF EGRESS EGRESS SPACE AREA OCCUPANTS REQUIRED PROVIDED STORAGE: 6000 SF/300=20 x .2" = 4.0" 67" FBC 'TABLE 1015.1 EXIT ACCESS TRAVEL DISTANCE MAXIMUM DISTANCE OF TRAVEL - GROUP S-1 UNSPRINKLED - 200' FBC TABLE 1016.2 MINIMUM CORRIDOR/AISLE WIDTH REQ'D-GROUP S: 44" FBC TABLE 1016.3 MAXIMUM DEAD END CORRIDOR: 20' FBC TABLE 1018.1 NUMBER OF EXITS REQUIRED: 2 NUMBER OF EXITS PROVIDED: 4 FPC TABLE 403.1 PLUMBING FIXTURE REQUIREMENTS: WC LAY DF SS REQUIRED: 1 /100 1 /100 1 /1000 1 PROVIDED: 2 2 2 2 FPC 403.2.2 - SEPARATE TOILET FACILITIES NOT REQUIRED FOR 15 OR LESS EMPLOYEES - EACH SPACE HAS .LESS. BTHAN. 5,�.:, . EMPLOYEES. t__Ai I �Ni V �IU'1 l SEAL ® W U J c W W Q ^ Vl ® (L z cd I N o n (L = v IL CL6�o �~ z_ � C) I— E 0 .®z�� Q) 0 0 � 0 (n J CD .c 0 LL U W M�f- 0 "n ��-a a INE o Lu .c i �' . �N OL U� L o U u v w 0 Q,:�aLx¢ �o L a E7'� 0 �� r C 3 LL U JLL r 0 o.o W Y E � t o L Y c - OW L 0 - AE L LL r. job no: RJO7406 drawn lay: RU date: PERMIT 01/19/07 revisions: 0 A 0 sheet number A-2 RJ0 /406FLA39 RODNEY JEFFERSON ARCHITECT COPYRIOHT Q 2007 z 0 U-) Li w w w z 0 o= 0 Z 0 co V) ry w o_ PE z w w 0 Q o- a 2 r Z Q 0 G W z U Vii 0 G U w O r o- w 0 Z Q o' 0 0 w C11- Ln 0 0 LJ 0- (D C w U Z Q s c� 0 w U 0 0 o_ w W co t- CD J a U L 0 Ll- w CL V) ci Z 4 U Z 4 V' LLJ U 0 w vn w s V; Z w a a Q vs a w a VS L J W w w Z Ln U Ckf C) D, a. o' w O G Z Q CD r o_ 0 ca Q J Z 0 0 U V) s V) w v r cn w Ui w ry w U Z O W w r w z 0 0 Of 5EE SCHED D1 - OVERHEAD STEEL COI L INC3 DOOR TEMPERED GLAZING 1 ua Q Q 1, \ , E r Lu �\ 1 i 1 EE SCHE EE SCNE D2 - ALUM D3 - SOLID STOREFRONT CORE WOOD DOOR TYRE ELEVATIONS 6CALE:1/4' = 1'-0' 1L1 SEE DETAILS U FOR TRIM W ILI N EE SCNE F1 - HOLLOW METAL �� ®®OR FRAME TYRES SEE PLAN(FIELD VERIFY) FIN151,4 FLOOR O w Q w M U ui N EE SCHE D4 - INSUL METAL WINDOW ELEVATIONS SCALE:1/4' = 1'-0' INTERIOR FIN15H - SEE WALL SECTIONS _ METAL BLDG EXTERIOR METAL PANELS METAL BLDG EXTERIOR METAL PANELS METAL BLDG STRUCTURAL STEEL JAMB j -- -METAL BLDG STRUCTURAL STEEL t i JAMC3 h II J POLYURETHANE SEALANT 4 11 BACKER ROD CONTINUOUS OVERHEAD DOOR 4 FRAME - AROUND FRAME EACH SIDE HOLLOW METAL DOOR FRAME ANCHOR PER MANUFACTURER'S PRE -GROUT SOLID RECOMMENDATIONS (NOTE: GALVANIZE ALL EXTERIOR STEEL DOORS 4 FRAMES) (SEE DOOR SCHEDULE FOR SIZE) PROVIDE COUNTERSUNK GALVANIZED STEEL MA50NRY SCREWS IN FRAME m 12" O.C. MAX WEATHERSTRIPPING - TYPICAL PAINTED GALV I' x 2" x 1/5' RAINGUARD m ALL EXTERIOR DOORS. EMBED IN POLYURETHANE SEALANT DOOR HEAD (JAMB SIM.) DOOR .JAMS DETAIL JDTDR019A SCALE: 3' = I' / DTDR028 l OR 2 LAYERS GYPSUM BOARD - REFER TO PART. TYPES TILE (WHERE CALLED FOR 10, DOOR SWEEP ON PLAN)) OVER 1/2' CONCRETE PACKER PD METAL THRESHOLD DOUBLE 2x WOOD STUDS IN FULL PEP —r OF SEALANT DOOR IN FRAME - Ir 1/ SEE PLAN FOR SIZE r5EF PLAN FOR I r FLOOR FINISH E3EAD CONTINUOUS AROUNDTFRAME- E30TH SIDES 1/4' RECl=55 I ' r {,} . (�, ' <;;;, - Q,ORD INAT> W/ WA L - /-------—r�---- --- HOLLOW METAL DOOR FRAME WITH 3 ANCHORS SCREWED TYPICAL SLAP TO JAMB STUDS AND FOOTING ENTRY SLAP ► CONSTRUCTION C)i 0 DOOR WHERE REQUIRED .i i THRESHOLD DETAIL, DTDR0 5A H.M. FRAME DETAIL SCALE: 3' = P-0' \ `rt' / DTDR018 L V SEE PL AN AS REQ'D. SCALE: 3' = 1'-0' SCALE: 3' = 1'-0' DOOR SCHEDULE � DOOR FRAME V) cn c� z �Q (r DETAILS LL- LL- 0 V) Q Q IL Q 0 � CD z + Q w� W AW cn REMARKS NO. TYPE MAT L SIZE TYPE _ MAC� L HEAD JAMB SILL 1 D1 ST 12'-0"x14'-0" F1 ST - - 158.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 2 D2 AL S-0" x 6'-8" F1 AL TEMP - 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 3 D3 SC S-0" x 6'-8" F1 HM - - - - - - 4 D4 IM 3'-0" x 6'-8" F1 HM - - 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING WINDOW SCHEDULE WINDOW cn Q J Q DETAILS ILL- LL- 01 0"0- Q o cn 0- .1 CL WCD z + v) 0- 0- w0 z I REMARKS ID TYPE MAT'L SIZE HEAD JAMB SILL A SH ALUM 4'-6" x 5'-Y TEMP - 6 6 6 23.6 -1-32.1 -24.6 TINTED HEAD EXTERIOR SILL STRUCTURE 1/4" P.T. SHIM CONT. SEALANT W/ PACKER ROD PREFIN. ALUM. FRAME GASKET GLAZING AS SCHEDULED PREFIN. ALUM. DOOR _C THRESHOLD FLOOR FINISH STOREFRONT DOOR DETAIL DTWD5TO8A HEAD / JAMS 51LL SCALE: 3' = P-D' METAL BLDG EXTERIOR METAL PANELS METAL 13LDG STRUCTURAL STEEL JAMB SEALANT ALL AROUND PERIMETER BOTH SIDES - TYP. SAFETY GLAZING - THICKNESS AS REQUIRED TO MEET DESIGN WIND PRESSURES ALUMINUM STOREFRONT W/ STRUCTURAL COMPONENTS FOR DESIGN WIND PRESSURES SILL FLASHING - FIN16H TO MATCH STOREFRONT FIN16H STOREFRONT DETAIL: DTWD5T16 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 1609). 3. Verify all door sizes and frames prior to installation to assure proper operation of door unit. 4. Submit exterior door and window compliance reports signed and sealed by Florida licensed structural engineer. 5. All door hardware shall be ADA compliant lever handles and all hinges on exterior doors to be NRP. 6. Field verify all rough openings for windows. Maximum shim space shall be 1/4" all around. 7. Undercut interior toilet room doors 1". 8. Provide doors and frames in conformance with Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames" (SDI-100) and as indicated in project documents. Door / Window Legend AL - ALUM. STOREFRONT - FAC. HS - HORIZONTAL SLIDER FIN. - SEE WDW ELEV. N - 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 FIR - FRENCH ST - STEEL FX - FIXED WD - WOOD GLB - GLASS BLOCK WDP - WOOD PAINT HC - HOLLOW CORE WOOD WDV - WOOD VARNISH HM - HOLLOW METAL WP - WOOD PANEL 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. be Deadbolt Locks: All hnodmore than\Nare) one direct acting requiring operation to unlatch. FBC 1008.1.8.4 Door Hardware: Handles, pulls, latches, locks, and other operating deviceson e that is accessible doors shall have a shag one hand and does not easy to grasp with require tight grasping, pinching, or twisting of the wrist to operate. FBC 11-4.13.9 SEAL r� N 0) oL. W U J D L. �w Q W I V (L C0 >-- �, U Cd I Q 0 is ^ 0 oC)o L L 0 C _ N % 4 J D D 0 n® W rr- `n E m U ; r, 00 r7 Q ✓ 01 Al rrl <t r o O o N d r ,41, r, Al i N C) CD o ¢ c u 0 ¢C), z:� ^70 v .� V V T v v Q' v a,'E_ IT L x 0 0, J v o W .- C0 " v C U'= 7 W n o — 0 ,� 0 � ti N L U L2 C N C l>j o L ^o U 4-: r L o s E Q "L C_ 0 r job no-- RJ07406 drawn by: RLJ date: PERMIT 01/19/07 revisions-. 0 0 0 sheet number cadd filename RJ07406DRA,-:5 RODNEY JEFFERSON ARCHITECT COPYRIGHr OJ 2007 U w rK Z O CC w w G 01 CD Z O V) cr) w w z w w s a n z O t- 0 w Z ca Cn Cn Q Cr U z c.) w LL w S F— O Z 0 w U w 0 G, w 0 U ci Li v _r r' w U a U cr w C� w cn Cn F— J J z v) Z 0 U CLUJ GUTTER CLIP- o I AT 4&' O.G. vlG V) I / j�l—EAVE TRIM w CsUTTERJ i EAVE STRUT O OVERFLOW SL Ui (FIELD BEND) I DOWNSPOUT STRAFZ_. a w z POP RIVr--Y J o_ _~ I r I a - SPLICE (IF REQ'D) I _GIRT O s III WALL ANEL DOWNSPOU _ I SILL ANGrLE \ I7FIN1541EID FLOOR w :%I\'• ' F-- U W .:,: z v w w (T-�__DOWNSPO.UT SHEETED WALL ROILING SECTION DTUILPE01 SCALE: P = 1'-0' WALL SECTION DTWL5T20 0' 1' 2' 4' g' SOAP DISPENSER 30' x 40' MIN. CLEAR FLOOR SPACE CENTERED ON LAY 60' DIA. TURNING RADIUS PAPER TOWEL DISPENSER 36' GRABBAR 60' x 59' MIN. CLEAR FLOOR SPACE AT HC WATER CLOSET TOILET T155UE DISPENSER 42" GRABBAR SERVICE SINK DRINKING FOUNTAIN TYPICAL TOILET ROOM PLAN DTBATH02 SOAP URINAL I HC URINAL WATER DISPENSER CLOSET SCALE: 1/4' = 1'-0' <r -L cil LAY BAR GRAB BAR _ 3'- .4 RAB P BAR u TO c TISSUE D I SPEN. ZP ° NAPKIN ° DISPOSAL _ z !11 TISSUE �' 0 DI5PEN. o� _I 3'-0' 2' HC WC TOILET ACCESSORY LOCATIONS 5CALE: 3/4' = I'-0' \ / DTTOILET i SEAM 11LDING NOTE: DRINKING FOUNTAIN TO BE ADA APPROVED s BE INSTALLED IN ACCORDANCE W/ THE FLORIDA BUILDING CODE - CHAPTER 11 SINGLE DRINKING FOUNTAIN TO HAVE FLAT -BOTTOM CUP D15PEN5ER n L FRONT ELEVATION SIDE ELEVATION DRINKING FOUNTAIN DETAIL DTDF001A HC TILT MIRROR WASHABLE PAINT ON WATER RESISTANT GYPSUM BOARD - TYP SANITARY VINYL WALL BA5E - TYP SCALE: 1/2' = 1'-0' NOTE: SEE TYPICAL MOUNTING HEIGHT DETAIL FOR LOCATIONS OF ACCESSORIES TYPICAL TOILET ROOM ELEVATIONS DTTREL02 LAV IN COUNTER INN HAND TOWEL DRYER k3AR MIRROR SOAP / D15P. / MIN KNEE CLEARANCE -' —INSULATE EXPOSED PIP SCALE: 3/8' = 1'-0' m HC LAV/MIR/SOAP DISPENSER PAPER TOWEL DISPENSER / DISPOSAL SCALE: 1/4' = 1'-0' m � fn Tn � , , FEMININE 5HELF TISSUE NAPKIN PAPER DISPOSAL DISPENSER c a) FEMININE ROc3E NAPKIN HOOK DISPENSER NOTES 1. ALL FASTENERS CALLED OUT ON DETAILS FROM THIS SHEET AS SPECIFIED BY "METALLIC BUILDING" METAL BUILDING MANUFACTURER. 2. METAL BUILDING MANUFACTURER TO DESIGN BUILDING, PANEL CONNECTIONS, ETC. TO COMPLY WITH 2O0' ' FLORIDA BUILDING CODE. ACCESSORIES DESCRIPTION MANUF. NO. SOAP DISPENSER B-2112 EACH TOILET MIRROR - HC 5-293 2436 EACH TOILET TOILET T15SUE DISPENSER 8-2540 W/ SHELF - EACH TOILET ROBE HOOK ON BACK OF E3-7611 DOOR EACH TOILET E42' GRAB BAR EACH TOILET 36' GRAB BAR EACH TOILET I I PAPER TOWEL DISPENSER / E3-3944 L-J 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: 2004 FLORIDA BUILDING CODE W/ CURRENT REVISIONS. WIND LOAD: FBC - 110 MPH. MATERIALS: ANCHOR BOLTS: ASTM A307 OR A36 ANCHOR STUDS: ASTM A108 CONCRETE (28 DAY) FOOTINGS: 3000 PSI SLAB ON GRADE: 3000 PSI TILT -UP PANELS: 3000 PSI DEFORMED BAR ANCHORS: ASTM A496 DRILLED -IN -ANCHORS: MOLLY PARABOND CAPSULE OR APPROVED EQUAL MASONRY: ASTM C90 (f'm=1500 PSI) 1900 PSI COMPRESSIVE STRENGTH ON NET AREA MORTAR: TYPE 'M' OR 'S' GROUT ASTM C270 2000 PSI COMPRESSIVE STRENGTH PIPE COLUMNS: ASTM A53, GRADE B REINFORCING BARS / STEEL: ASTM A615, A616, GRADE 60 STRUCTURAL STEEL: ASTM A36 WELDED WIRE FABRIC: ASTM A185 CONCRETE NOTES 1. ALL CONCRETE WORK TO BE DONE IN STRICT ACCORDANCE WITH THE ACI 318 AND ACI 301. 2. CONCRETE MIX DESIGN CRITERIA: CONCRETE (28 DAY): TYPE I PORTLAND CEMENT ASTM C150 - 3000 PSI COMPRESSIVE STRENGTH @ 28 DAYS (U.N.O.) WATER/CONCRETE RATIO: LESS THAN OR EQUAL TO .58 SLUMP: SLAB -ON -GRADE: 5 INCHES OTHER: 3 INCHES WATER: POTABLE CHLORIDE: NONE AGGREGATES: NORMAL VYEIGHT - 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 5.30/AC1 530.1. 2. CMU cells indicated in plan M 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 "Our—O—Wall" truss type reinforcing at 16" OC vertical in all CMU walls. 5. Provide dovetail anchors for the full height of columns where independent concrete columns are abutted by masonry walls. 6. CMU concrete blocks shall conform to ASTM C-90 (28 day strength 2000 PSI) (f'm = 1500 PSI), laid in running bond. Stack bond walls shall have 9 gauge horizontal joint reinforcement 0 16" o.c. vertical in addition to typical vertical reinforcement. 7. All mortar joints for hollow masonry units shall extend the full width of face shells. Mortar joints for solid masonry units shall be full head and bed joints — 3/8" thick typical. 8. Provide a 8"x16" bond beam with (1) #5 bar. At corners provide continuity by using corner bars or end hooks. 9. Lap Splice for a #5 bar to be 30 inches. 10. Filled cells shall be vibrated during placement using a "Pencil" vibrator. SEAL N J C) oL i`T L (n W ® a V) L <r 00 N . 0 E a 2 //03 0 L U C 0 U PO I W U o�<L J C) O z �4 0 C � AL zmc0 \ - --I v "0 m s W t nD