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113-117 E Lake Mary Blvd - BC03-001860 (NEW COMMERCIAL) (SHELL ONLY) (A)
PERMIT ADDRESS 113-I1-) �cLakeMary3ldd. CONTRACTOR 1 ADDRESS 1 L PHONE NUMBER PROPERTY ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CON"TRAC"TOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT# (JO 1 VWV DAIE WI FW JW 4mi PERMIT DESCRIPTION AW 6' PERMIT VALUATION SQUARE FOOTAGE I \ \i ORLANDO, FL 3280,y3-6827 PHONE: 407 897 5461 FAX: 407 896 3501 EMAIL: archdynomicsone@aol.com: FL LIG NO: AAXXXXXXX Kee rt"iGT1o!Nco. GENERAL CONTRACTORS t 790 MONROE RC1, � SANFORD, FL 32771 i PH 407 3 23 1150 EX 407 323 9304 fdailing Address: . P.O. BOX 471366 LAKE M ONROE, FL 32747-1366 � EMAIL: 4rodd@mckeeconst nictionco.corn I r i NO -000 NATE PLUMBING / SEWER DESIGN CRITERIA: D1 ALL'WORK 'SHALL CONFORM TO AT LEAST THEMINIMUM C2 ALL CONCRETE SHALL HAVE A MIN. 28 DAY STRENGTH AS FOLLOWS: STANDARDS OF THE STANDARD ` BUILDING CODE LATEST EDITION. FOUNDATIONS, FILLED CELLS, TIE BEAMS, SLABS ON GRADE 3,000 PSI GENERAL; C3 REBARS SHALL CONFORM TO ASTM -615 "GRADE60, WELDED WIRE GI THE GENERAL CONTRA(,TOR SHALL REVIEW AND DETERMINE THAT FABRIC SHALL CONFORM TO ASTM A-185. DIMENSIONS ARE COORDINATED BETWEEN ARCHITECTURAL AND C4 SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF UNLESS OTHERWISE NOTED: CONSTRUCTION eJ WELDED WIRE FABRIC 6" ( M1 MASONRY CONSTRUCTION SHALL` CONFORM TO ACI STANDARDS\ G2 NO STRUCTURAL MEMBER SHALL BE CUT, 'NOTCHED OR 0THERWISE ALL OTHER 36 DIA (12" MIN) r ( REDUCED. IN STRENGTH. C5 REINFORCING 'IN WALLS, FOOTINGS C 530-88/ASCE 5-88) AND SPECIFICATIONS FOR MASONRY STRUCTURES ( G3 TIME GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, CONTINUOUS AND LAPPED 25" AT SPLICE UNLESS ( p MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, EMBEDDED OTHERWISE NOTED. HOOK AND LAP ALL CORNER AND ci M2 CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90. .i C OR SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS. i C r s ( F r G4 ALL SECTIONS AND DETAILS SHALL BE CONSTRUED TO BE TYPICAL r MINIMUM `COVER FOR REINFORCING ( r FOR REINFORCED CONCRETE (ACI :318-89) UNLESS OTHERWISE NOTED OR DETAILED. { h MASONRY: r t i a r ( a IF r .I i \ \i ORLANDO, FL 3280,y3-6827 PHONE: 407 897 5461 FAX: 407 896 3501 EMAIL: archdynomicsone@aol.com: FL LIG NO: AAXXXXXXX Kee rt"iGT1o!Nco. GENERAL CONTRACTORS t 790 MONROE RC1, � SANFORD, FL 32771 i PH 407 3 23 1150 EX 407 323 9304 fdailing Address: . P.O. BOX 471366 LAKE M ONROE, FL 32747-1366 � EMAIL: 4rodd@mckeeconst nictionco.corn I r i NO -000 NATE PLUMBING / SEWER DESIGN CRITERIA: D1 ALL'WORK 'SHALL CONFORM TO AT LEAST THEMINIMUM C2 ALL CONCRETE SHALL HAVE A MIN. 28 DAY STRENGTH AS FOLLOWS: STANDARDS OF THE STANDARD ` BUILDING CODE LATEST EDITION. FOUNDATIONS, FILLED CELLS, TIE BEAMS, SLABS ON GRADE 3,000 PSI GENERAL; C3 REBARS SHALL CONFORM TO ASTM -615 "GRADE60, WELDED WIRE GI THE GENERAL CONTRA(,TOR SHALL REVIEW AND DETERMINE THAT FABRIC SHALL CONFORM TO ASTM A-185. DIMENSIONS ARE COORDINATED BETWEEN ARCHITECTURAL AND C4 SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF UNLESS OTHERWISE NOTED: CONSTRUCTION ---- FOUNDATIONS: WELDED WIRE FABRIC 6" M1 MASONRY CONSTRUCTION SHALL` CONFORM TO ACI STANDARDS\ G2 NO STRUCTURAL MEMBER SHALL BE CUT, 'NOTCHED OR 0THERWISE ALL OTHER 36 DIA (12" MIN) BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY (ACI REDUCED. IN STRENGTH. C5 REINFORCING 'IN WALLS, FOOTINGS AND BEAMS SHALL BE 530-88/ASCE 5-88) AND SPECIFICATIONS FOR MASONRY STRUCTURES G3 TIME GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, CONTINUOUS AND LAPPED 25" AT SPLICE UNLESS (ACI 530,1-88/ASCE 6-88), p MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, EMBEDDED OTHERWISE NOTED. HOOK AND LAP ALL CORNER AND INTERSECTING BARS. M2 CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90. OR SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS. CONCRETE & `REINFORCING:' M3 MORTAR SHALL COMPLY WITH ASTM C270, TYPE M OR S. G4 ALL SECTIONS AND DETAILS SHALL BE CONSTRUED TO BE TYPICAL C6 MINIMUM `COVER FOR REINFORCING SHALL BE AS DETAILED: FOR REINFORCED CONCRETE (ACI :318-89) UNLESS OTHERWISE NOTED OR DETAILED. MASONRY: ---- FOUNDATIONS: BRAWN BY: /StK PROFT NO: AD -AS -M-03 RWW 8Y: DR L. m M"ra FOUNDAT N FLAN M1 MASONRY CONSTRUCTION SHALL` CONFORM TO ACI STANDARDS\ F1 CONTRACTOR I SHALL DETERMINE IF ANY UNSUITABLE CONDITIONS BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY (ACI ARE .DISCOVERED DURING ',EXCAVATION WHICH WOULD PREVENT 530-88/ASCE 5-88) AND SPECIFICATIONS FOR MASONRY STRUCTURES ATTAINMENT OF THE DESIGN SOIL: PRESSURE REQUIRED BY THE (ACI 530,1-88/ASCE 6-88), p SOILS REPORT, M2 CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90. CONCRETE & `REINFORCING:' M3 MORTAR SHALL COMPLY WITH ASTM C270, TYPE M OR S. C1 CONCRETE • WORK SHALL CONFORM TO ACI CODE .REQUIREMENTS FOR REINFORCED CONCRETE (ACI :318-89) BRAWN BY: /StK PROFT NO: AD -AS -M-03 RWW 8Y: DR L. m M"ra FOUNDAT N FLAN n fU b 0 0 A fU O O W CD CD (o LO CD En X_ rt CD n c Dr 17�92 & LAKE MARY BOULEVARD SANFORD, FLORIDA ARCHITECTURAL DYNAMICS, LLC 2816 PICKFAIR STREET COMPONENTS AND CLADDING PRESSURE (PST) * ( i = 1.00, exp = 8, gcpi = 0.00 (0) * COMPONENTS AND CLADDING PRESSURE (PSF) * ( i = 1.00, exp = 8, gcpi = 0.55 (PE) ' ����//����pp oYY1�lGll FAX: 407 896 3501 (jj�� {��( (� (� /� �y C1�, DE H Ol{�1�%1�� N CODE dll.'17171jTmn,,,,� .�r� Me �0 CONSTRUCTION CO. GENERAL CONTRACTORS 790 MONROE RD, SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 Ifd �W®EX.- P.O. BOX 471366 VELOCITY ROOF _.__--- ZONE WALLS VELOCITY ZONE ROOF' WALLS NAME: CHARLES DORR CVR COVER, INDEX &ABBREVIATIONS ���� ����� ��®�� ADDRESS: ___.._ _ 1 2 120 MPH -19.74 -34,70 -49.81 3 4 5 _ ._ . - _ 1 2 3 4 5 CITY, STATE, ZIP: A2.1 FLOOR PLAN, DOOR SCHEDULE ° +20.39 -22,85 +21.32 -30.01 120 MPH -31.80 -45.83 -62.03 +32.45 -34.92 +33,38F42.07 PHONE: 407 4918416 A2,2 ROOF PLAN, TYPICAL TENANT PLAN CITY OF SANFORD ** FOR ZONE LOCATIONS SEE FBC FIGURE 1606.2 (C) THE VALUE OF "a" SHALL BE tia/1 FAX: A3.1 EXTERIOR ELEVATIONS TAKEN AS 4'-0" ** DATE 25 APRIL 2003 DRAWN BY: XP/SRR _ PROJECT 140 AD -AS -2003-03 EMAIL: LAYER MANACER CONTACT: CHARLES DORR A3.2 WALL SECTIONS FLORIDA BUILDING CODE 2001 EDITION (USED FOR BUILDING, PLUMBING, MECHANICAL, FUEL & GAS, ADD"L. ADDITIONAL BTM. BOTTOM DIA. A3.3 WALL SECTIONS FLORIDA ACCESSIBILITY FOR BUILDING CONSTRUCTION, STATE OF FLORIDA MODEL ENERGY EFFICIENCY) GALV, GALVANIZED INT. INTERIOR ARC�"tTECT A8.1 AS DOOR DETAILS FOUNDATION PLAN, NOTES FLORIDA FIRE PREVENTION CODE 2001 EDITION PLBG. PLUMBING Si SQUARE FEET, FOOTAGE TEL. TELEPHONE VERT, ARCHITECTURAL DYNAMICS, LLC -1 A.F.F. ABOVE FINISH FLOOR BLDG. BUILDING DIM. DIMENSION 2816 PICKFAIR ST EA ELECTRICAL PLAN, RISERS NFPA FIRE PREVENTION CODE 2000 EDITION ���p LEGEND DRAWING �L RAWING SYMBOL ll�EGEND ° MECH. ORLANDO, FL 32803-6827 PLYWD. PLYWOOD SCHEO. SCt-if-DUL.E TEMP. PH: 407 897 5461 VEST. VESTIBULE A F.G. ABOVE FINISH GRADE B.U.R. BUILT UP R00f 0R, DOOR E.J. EXPANSION JOINT FX: 407 896 3501 GENERAL CONTRACTOR NEPA 101 2000 EDITION EMAIL: ARCHOYNAMICSONE@AOL.COM MTL. METAL NATIONAL ELECTRIC CODE 1999 EDITION DETAIL NUMIIIER PROP, PROPERTY SLT, CONTACT: JOYCE PHIPPS THRES. THRESHOLD V.C.T. VINYL. COMPOSITION TILE - - LINES OF CEILING CHANGES at SOFFITS, OVERHANGS, ETC, FL LIC 4 AA 26000600 ON. DOWN 44 44 THRU-BUILDING SECTION GR. GRADE CQ, c1VR KNOCK OUT MEZZ. MEZZANINE OH. OVERHEAD 1 SECTION T.P.D. OCCUPANCY GROUP B -BUSINESS DETAIL WILL APPEAR ON T+118 PARE - ALT. NAME: McKEE CONSTRUCTION CO. CLG, CEILING DS. CONSTRUCTION TYPE TYPE IV, UNPROTECTED '`� COLUMN GRID REFERENCE NUMBER or LETTER ADDRESS: 7ROAD MN, BUILDING AREA 7,965 SQUARE FEET 44 ,, FULL WALL SECTION v QUARRY TILE CITY, STATE, ZP : SAIFANFORD, FL 32771 ZIP: SULAR T.&G. BUILDING HEIGHT +/- 22'--0" W,C. WATER CLOSET ALUM. PHONE: 404 3231150 C.M.U. CONCRETE MASONRY UNIT(S) SPRINKLERED NO DRAWING F.R.P. FIBERGLASS REINFORCED PANEL FAX: 407 323 9304 LAM. LAMINATE(? FIRE SEPARATION 1 HOUR BETWEEN FUTURE TENANTS 1`1SCELLANEOU5 OPP. TI -101 DP OR NUMBER EMAIL: DRODD@MCKEECONSTRI,JCTIONCO.COM SL. SLOPE T.&B. Q PARTIAL. SECTION WATER MATER CONTACT: DAVID RODD ANCHOR APPROXIMATE ARCHITECT C.T. C.D. COL. CERAMIC TLE CLEANOUT COLUMN D,W. D,F. DRYWALL DRINKING FOUNTAIN 1 FINISH FIRE EXTINGUISHER FLUORESCENT HDW. HGT. W.M. HARDWARE HE ",T HOLLOW METAL LAV. LB 1. PLANS ARE DESIGNED FOR COMPLIANCE WITH CHAPTER 1606 OF THE SBCCI FLORIDA BUILDING CODE", 2001 EDITION. MLDG• M.R, MTC. DETAIL or ENLARGED PLAN REFERENCE 4 A5 2 IN i ERIOR ELEVATION TAG R REF. NAME: AMERICAN CIVIL ENGINEERING CO. SPEC. SQ. SPECIFICATION SQUARE 2. DESIGN LOADS TOP OF FOOTNG TOP OF MASONRY W.P. WP, WORK PONT WATERPROOPFr ADDRESS: 207 N. MOSS ROAD, SUITE 211 2 CITY, STATE, ZIP: WINTER SPRINGS, FLORIDA 32708 L.H. BASIC WIND SPEED 120 MPH90----- PARTITION TYPE ( SEE SCHEDULE THIS SHEET) P.T. PRESSURE TREATED PHONE: 407 327 7700 REINFORCED, REINFORCING 5,5. WIND IMPORTANCE FACTOR 1.0 (PER TABLE 1606) WIND EXPOSURE EXPOSURE B (PER 1606.1.6) CEILING HEIGHT TOP OF STEEL W.R. REVISION CLOUD & REVISION NUMBER FAX : 407 327 0227 CONIC. CONCRETE EA. EACH F.D. FLOOR DRAIN H.P. NIGH PONT INTERNAL PRESSURE COEFFICIENT 0.18 POINT MULL. MULLION PTD, EMAIL: TOMSKELTON@BELLSOUTH.NET READ. REQUIRED DESIGN WIND PRESSURE (BASED ON TCEILIO CEILING NOTE (TYPE, REFERENCE, HEIGHT} TREAD W.W.M. CONTACT: TOM SKELTON _ BRG. PARTIALLY ENCLOSED STRUCTURE) 23.1 PSF Na MATERIAL CONSTRUCTION EW.C. ELECTRIC WATER COOLER FIR. FLOOR HORII. HORIZONTAL or T yPE L THE CONTRACTOR ALS SUBCONTRACTORS SHALL COORDINATE THE WORK ANP PHASING OF WORK DESCR P HEREIN WITH THE CIVIL ENCNEERNC AND LANDSCAPE PLANS ISSUED SEPARATELY BY: AMERICAN CIVIL ENGINEERING, CO. 207 N. MOSS ROAD, SUITE 211 WINTER SPRINGS, FL 32708 407 327 7700 2. NO USED 3, THE GENERAL CONTRACTOR SHALL FIELD VERILY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK.. 4. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES AND RESTRICTIONS ENFORCED BY AUTHORITIES HAVING JURISDICTION. 4; 4 • •9 M. 5. ALL DIMENSIONS ON FLOOR PLANS INDICATE NOMINAL WIDTH UNLESS OTHERWISE NOTED ON DRAWINGS. 6. IT SHALL M THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS N CONJUNCTION WITH THE EXECUTION OF THE WORK. ALL FINAL CONNECTIONS FROM THE BUILDING TO EXISTING UTILITIES SHALL M BY THIS CONTRACTOR, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE SITE AS REQUIRED N THE CONTRACT DOCUMENTS. 8. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR AND ALL AREAS SHALL BE LEFT N A CLEAN CONDITION AT ALL TIMES DI.IRNG CONSTRUCTION. 9. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AS REQUIRED BY GENERAL CON104ION5 AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 10, DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED, THE CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT/DESIGNER ANY DISCREPANCIES WHICH MAY OCCUR PRIOR TO COMMENCING ANY CONSTRUCTION. II. DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RICHT-OF-WAYS WITHOUT FIRST OBTAINING PROPER PERMITS. THESE PL-ANS LAN SA RE DUILDINC bEPT, 12. ALL FIRE RATED CONSTRUCTION SHALL CONFORM WITH U.I. TESTED STANDARDS 21. SEAL/ CAULK PERIMETER OF RATED WALLS AND PENETRATIONS OF RATED WALLS IN �ccsFreU �oRgPLRMI�-VIEWE° AND CONDITION -, AND/OR LOCAL REQUN EMENTS ACCORDANCE WITH APPLICABLE UL DESIGNS, AND REQUIREMENTS OF THE AUTHORITY CONSTRU �, ro EISA A NERr4IT ISSUED A4LY HAVING JURISDICTION. THE WCF?K ✓ IC .N.SE TO PROCEEDHALE, pLr I3. CONTRACTOR 10 PROVIDE &INSTALL 244080 FIRE EXTNGUISM RS AS REQUIRED PCArqCEL ROVISION J AL- OF3 SFTI H Rl 0 VIOLATE H BY LOCAL FIRE MARSHAL, COORDINATE LOCATIONS/PLACEMENTS WITH FIRE MARSHAL. 22. IT SHALL BE UNDERSTOOD THAT ALL INTENDED WORK 15 SUBJECT fO REVIEW AND INTERPRETATIONNY OF TH Or FtILTy INSTALL QUANTITY AS REQUIRED SO AS NOT TO EXCEED 75' OF TRAVEL TO AN BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. N NO CASE SHALL WORK BE PERFORMED of rAF-CE OF A PIR �CHPR VEIN aE5 NOR SHALL fXTNGUSHER. WITHOUT THE REVIEW AND WRITTEN AUTHORITY OF SAN AUTHORITY. TION "" THFRFA,FT THF OER RRORS ON THE PLANS, UIRING A CC)RREC- BUILDING 14. DIMEtdSIONS ARE TO F Y WALILS. oR orH 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUANCE OF PERMITS, LATIO JS OF THE CODLS, NSTRUC�� 15. METAL STUD GAUGES FOR INTERIOR PARTITIONS SHALL BE AS RECOMMENDED NSPECTK7tJS ANO CERTFICATES NECESSARY FOR THE EXECUTION ANP COMPI ETION OF AND/OR REQUIRED BY THE 51UP MANUFACTURER (MID ALL APPLICABLE CODES) FOR EACH SPECIFIC CONDITION, UNLESS NOTED OTHERWISE. 16. GENERAL CONTRACTOR SHALL COMPLY WITH ALL REOUIREMENTS OF THE SOILS REPORT. OBTAN FROM THE OWNER THE CURRENT COPY OF THE SOILS INVESTIGATION REPORT. 17, INTERIOR FINI-IES SHALL MEET OR EXCEED CLASS C AS REQUIRED BY PBC TABLE 704.3 AND NFPA 101 SEC. 6-5.73 & TABLE A-6--5.2 I8. ALL EXTERIOR SOEWALK CONTROL JOINTS AND EXPANSION JOINTS TO RECEIVE POUR GRADE SEALANT. SL2 MANUF. BY SONNEBORN OR APPROVED EQUAL. 1q• ALL STOREFRONT CLASS TO BE TEMPERED. 20. ALL PENETRATIONS THRU FIRE RATED CONSTRUCTION SHALL COMPLY WITH UL & ALL APPLICABLE CODES & ORDNANCE. THE WORK, AND THE OCCUPANCY OF THE WORK. 24, DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS WILL GOVERN. LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWNGS, CONTACT ARCHITECT/DESIGNER TO CONFIRM ALL DISCREPANCIES, 25. THE ARCHITECT/DESIGNER WILL NOT BE HEIR RESPONSIBLE FOR WORK PERFORMED NOT IN ACCORDANCE WITH THESE DOCUMENTS NOR FOR MISINTERPRETATION OF. THE DRAWINGS, NOT FOR UNSATISFACTORY WORK BY CONTRACTOR. 26- CONFIRM ALL HORIZONTAL DIMENSIONS WITH PLANS N FIELD PRIOR TO FABRICATION/CONSTRUCTION. 27. ALL ELECTRICAL AND MECHANk.AL INFORMATION CONIANFD N THESE DRAWINGS IS SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECT"S/DF%NER'S WORK. RE's EWEm By: r Sanford Fire P ve tion Div. Date: 0 r 0 Qe r g AD ARCHITECTURAL DYNAMICS, LLC 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PHONE: 407 897 5461 FAX: 407 896 3501 EMAIL: archdynamicsone@aol.com ABBREAAM S mmummmowm dll.'17171jTmn,,,,� .�r� Me �0 CONSTRUCTION CO. GENERAL CONTRACTORS 790 MONROE RD, SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 RECEIVED P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL.,: drodd@mckceconstructionco.com oa14 :& �^--� J CLQ CIZI i�� 91 4 y-� 0 tia/1 r-1 5I-EET INFORMATION DATE 25 APRIL 2003 DRAWN BY: XP/SRR _ PROJECT 140 AD -AS -2003-03 REVEWEI) BY: OR LAYER MANACER MAY 71`193 ADD"L. ADDITIONAL BTM. BOTTOM DIA. DIAMETER EXH. EXHAUST GALV, GALVANIZED INT. INTERIOR MAX. MAX" NO. NUMBER PLBG. PLUMBING Si SQUARE FEET, FOOTAGE TEL. TELEPHONE VERT, VERTICAL A.F.F. ABOVE FINISH FLOOR BLDG. BUILDING DIM. DIMENSION EXIST. EXISTING GA. GAUGE JT. MECH. MECHANICAL PLYWD. PLYWOOD SCHEO. SCt-if-DUL.E TEMP. TEMPERED VEST. VESTIBULE A F.G. ABOVE FINISH GRADE B.U.R. BUILT UP R00f 0R, DOOR E.J. EXPANSION JOINT G.C. GENERAL CONTRACTOR JOINT MTL. METAL O.C. ON CENTER PROP, PROPERTY SLT, SEALANT THRES. THRESHOLD V.C.T. VINYL. COMPOSITION TILE A.C.T. ACOUSTICAL CEILING TILE ON. DOWN EXT. EXTERIOR GR. GRADE K.O. KNOCK OUT MEZZ. MEZZANINE OH. OVERHEAD SEC. SECTION T.P.D. TOILET PAPER DISPENSER ALT. ALTERNATE CLG, CEILING DS. DOWNSPOUT GYP. GYPSUM MN, MINIMUM OPG. OPENING Q.T. QUARRY TILE 5". SULAR T.&G. TONGUE AND GROOVE W,C. WATER CLOSET ALUM. ALUMOM M C.M.U. CONCRETE MASONRY UNIT(S) DWG. DRAWING F.R.P. FIBERGLASS REINFORCED PANEL LAM. LAMINATE(? 1 NSC. 1`1SCELLANEOU5 OPP. OPPOSITE SL. SLOPE T.&B. TOP AND BOTTOM W.H. WATER MATER ANCH. APPROX. ARCH. ANCHOR APPROXIMATE ARCHITECT C.T. C.D. COL. CERAMIC TLE CLEANOUT COLUMN D,W. D,F. DRYWALL DRINKING FOUNTAIN FIN. F.E. FLUOR. FINISH FIRE EXTINGUISHER FLUORESCENT HDW. HGT. W.M. HARDWARE HE ",T HOLLOW METAL LAV. LB LAVATORY POUND MLDG• M.R, MTC. MOULDING MOISTURE RESISTANT MOUNTNG 0.0, OUTSIDE DIAMETER R REF. RADIUS REFERENCE SPEC. SQ. SPECIFICATION SQUARE T.O,F. T.D. MAS. TOP OF FOOTNG TOP OF MASONRY W.P. WP, WORK PONT WATERPROOPFr L.H. LEFT HAND P.T. PRESSURE TREATED RENF, REINFORCED, REINFORCING 5,5. STAINLESS STEEL T.O.S, TOP OF STEEL W.R. WATER RESISTANT CONIC. CONCRETE EA. EACH F.D. FLOOR DRAIN H.P. NIGH PONT L.P.LOW POINT MULL. MULLION PTD, PAINTED READ. REQUIRED STD. STANDARD T, TREAD W.W.M. WELDED WIRE MESH _ BRG. BEARING CONST, CONSTRUCTION EW.C. ELECTRIC WATER COOLER FIR. FLOOR HORII. HORIZONTAL PNL. PANEL OR PANELING REV. REVERSE STL. STEEL TYP. TYPICAL W/ WITH BM. BEAM C.J. CONTROL JOINT ELEV. ELEVATION FT, FOOT, FEET MFR. MANUFACTURER NOM. NOMINAL PART. PARTITION R.H. RIGHT HAND STRUCT. STRUCTURAL W/O WITHOUT BTWN. BETWEEN CONT. CONTINUOUS EQ. EQUAL FTG, FOOTING INCAN. INCANDESCENT MAS. MASONRY N. NORTH P.H. PHYSICALLY HANDICAPPED RM. ROOM SUSP, SUSPENDED UNFN. UNFINISHED WD, WOOF BLK. BLOCK EQUIP. EQUIPMNT F.V, FIELD VERIFY L0. INSIDE DIAMETER M.O. MASONRY OPENING N.I.C. NOT IN CONTRACT PLAS. PLASTER R.O. ROUGH OPENING SW. SWITCH U.O.N. UNLESS OTHERWISE NOTED BD. BOARD DET. PETAL ETC,. ET CETERA INSUL. INSULATION MATL. MATERIAL N.T,S. NOT TO SCALE P,LAM. PLASTIC LAMINATE R.T.U. ROOF TOP UNIT SYS. SYSTEM '° rA oY F® IC Cp 0 r 0 Qe r g AD ARCHITECTURAL DYNAMICS, LLC 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PHONE: 407 897 5461 FAX: 407 896 3501 EMAIL: archdynamicsone@aol.com FL LIC NO: AAXXXXXXX dll.'17171jTmn,,,,� .�r� Me �0 CONSTRUCTION CO. GENERAL CONTRACTORS 790 MONROE RD, SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL.,: drodd@mckceconstructionco.com oa14 :& �^--� J CLQ CIZI i�� al CCS 4 y-� 0 tia/1 r-1 5I-EET INFORMATION DATE 25 APRIL 2003 DRAWN BY: XP/SRR _ PROJECT 140 AD -AS -2003-03 REVEWEI) BY: OR LAYER MANACER REVISIOPdS REVISION # _ DATE ----i 77 ti rx) IS cn m PO CD C7:) LI) CD CD U) cca ro t D C-) r -r C 3 _0 I PER Fu_ 6'-4" TO TO oTO FRAME ELEVAflONS (NAGRAMMATU_ SCALE: 1/4" = l' --O" TG NARROW STILE DOOR ELEVAT0NS TO = TEMPERED CLASS SCALE: 1/4)) = 1'-0" 6-0` MASONRY OPENING m v ymyl I I - a 1 111mlymyno ML m = SCALE: 1/4" = 1'-0" N FLOOR HARDWARE LMUTY / ACCESSOUTY CODE ALL DOORS TO BE PROVIDED WITH HARDWARE (LEVER TYPE) HAVING A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE; IN ACCORDANCE WITH FLORIDA STATUTES CHAPTER 553, PART V, FLORIDA ACCESSIBILITY CODE 4,13.9 'I ULU5LK5 DYNAMICS, LLC 1 WEATHERSTRIPPING ORLANDO, FL 1 THRESHOLD 1 RAINDRIP FAX: 407 896 3501 1 OVERHEAD STOP HARDWARE LMUTY / ACCESSOUTY CODE ALL DOORS TO BE PROVIDED WITH HARDWARE (LEVER TYPE) HAVING A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE; IN ACCORDANCE WITH FLORIDA STATUTES CHAPTER 553, PART V, FLORIDA ACCESSIBILITY CODE 4,13.9 ARCHITECTURAL DYNAMICS, LLC 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 DOOR SCHEDULE FAX: 407 896 3501 EMAIL: archdynamicsone@aol.com FL LIC NO: AAXXXXXXX McKbe DOOR NUMBER GENERAL CONTRACTORS DOOR SANFORD, FL 32771 PH 407 323 1150 FRAMES Mailing Address: DETAILS LAKE MONROE, FL 32747-1366 HAV"ARE SET DOOR THRESHOLD PROTECTION PANEL FRE RATM QLAZM RfMAW3 ELEV I KATMAL M04 TYPE KATUMAL MaW MAD JAM WX 100A 3'-0" x 7'-0" x It" 5F -I AL/GLASS MPR 2 ALUM wk 5/A8.1 5/A8.1_ -I/A8.1 I METAL ct (73 03 10013 S -O" y 7'-0" x Ito F Ha MET PANT I HOL MET— ALUM DRAWN BY- PANT 3/A8.1 2/A8.1 - 1 2 METAL 200A S-00 x 7'-00 x I%" 5F-- I AL/GLASS MR 2 -4/A6 MR 5/A8,1 5/A8.1 I/A8. I I METAL TEMP 2006 3'-0' x 1'-0' x I P HOL NET PANT -1 HOL MET PANT 3/A5.1 2/A8.1 4/A8.1 _2 METAL 300A S-0" x 7'-0" x IA" %-IIAL/CLASS NW 2 ALUM mp, 5/A8.1 5/A8.1 I/A5. I I METAL TEMP 3006 S-0` x 7'-0" x It" F HOL MET PANT I MET PAINT 3/A8.1 2/A8,1 4/A5.1 2 METAL 400A T -0" x 7'-0" x 14" SF-IAL/GLA5 J MFR 2 ;HOL ALUM MPP, 5/A8.1 5/A8.1 I/A&I I METAL TEND 4008 S-0' x 7'-0" x Ito F HOL T MME PANT I OL HM PET PAINT 3/A8.I 2/A8.1 4/A&I 2 METAL 500A S-0` x 7'-00 x IZ' %-IIAL/CLAS mp 2 ALUM NPR 5/A8.1 5/A8.1 I/A8. I I METAL TEMP 50013 S-0" x 7'-0' x I%" F HOL MET PAINT I HOL NET PANT 3/A8.1 2/A8.1 4/A8.1 2 METAL 600A S-0" x 7'-0" x It" %-I AL/GLASS m P, 2 ALUM mk 5/A8.1 5/A8.1 I/A8. I I METAL TEMP 6008 3'-0' x 7'-0' x 14" F HOL MET PANT I Ha MET PAINT 3/A8.I 2/A8.1 4/A8.1 2 METAL A D ARCHITECTURAL DYNAMICS, LLC 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PHONE: 407 897 5461 FAX: 407 896 3501 EMAIL: archdynamicsone@aol.com FL LIC NO: AAXXXXXXX McKbe CONSTRUCTION CO. GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: drodd@mckeeconstructionco.com ct ct (73 03 cz: con 03 SHEET NORMATION DATE 25 AM 2003 DRAWN BY- PRofa W: AD-AS-21XI3-03 REVEWID BY: ^T DR LAYER MANACER FLOOR PLAN .---- REVISION # DATE GUTTER AND DOWNSPOUTS —ter %wi 32'-•-0 o 34'-0" 22"-4" � (D TYPICAL TENANT PLA, SCALE: 1/8' = 1'-0" NORTH PLAN (D SCALE: 1/8" NORTH Im FRONT ELEVATION ;. NORTH 11111 11111 11111 11111 Hill 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 lilt[ [lilt 111;1 1IL11-tiltj (11 7z '- o cv 12 �._ CL E 0 REAK ELEVATION - SOUTH SCALE: 1/8" = 1'-0" AM 9 0 SIDE ELEVATION - EAST SCALE: 1/8" = 1'-0" MATEMAL LEGEND MATERIAL or ITEM # MATERIAL or ITEM 1 LOK-SEAM METAL ROOF, KYNAR FINISH 11 HOLLOW METAL DOOR, PAINTED 2 PAINTED STUCCO, SAND FINISH 12 RAIN DRIP 3 BRICK VENEER 13 CONSTRUCTION JOINT 4 BRICK QUOIN 14 DECORATIVE 16' X 16" PRECAST ELEMENT 5 8" CMU, PAINTED, STRUCK JOINTS 15 DECORATIVE 12" X 12" PRECAST ELEMENT 6 EXTERIOR WALL--PAK LIGHTING 16 STOREFRONT DOOR W/ SIDELITE, NARROW STILE 7 GUTTER & DOWNSPOUTS -17 METAL COPING 8 FOAM OR PRECAST CORNICE TRIM 9 BRICK HEADER AND SILL, CONTRASTING COLOR 10 STOREFRONT WINDOW 1/4" FIXED, TINTED GLASS I� 70- 2 � 2 15 8 17 2 ��� „ �'--p 20'--411 LINE OF SLOPE 7-r 1/4 / 12 it 0 1. rrrrrm 3 4 9 10 SIDE ELEVATIONT SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'--0" 12 C-) r) coo ro F_ Q) 77 m Q Q) n i 0 w 0 w r�- w i a- -n -7 3 3 ry �n G RJ ul Ul 0 r.-) CD 0 W C U; cu7 F- 7 rl 7r ro -tel LOK—SEAM METAL ROOFING OVER 5/8" PLYWOOD SHEATHING OVER LT GAGE METAL FRAMING BY PEMB MFR TOP OF BRICK 0)-4)) GALVANIZED COPING 18' –8>, TOP OF MASONRY, PRECAST CONCRETE TRIM #M-53 ULTRALITE BY GLADSTONE STUCCO FINISH OVER 8" CMU TOP OF LINTEL 1 #5 FLASHING 12 6 5-_0)1 ATTACHMENT BY PEMB MFR TOP OF LINTEL STUCCO ON RIB LATH OVER ON LT GAUGE METAL STUD FRAMING BY PEMB MFR (HORIZONTAL SURFACES) BRICK VENEER W/ BRICK TIES @ 16" OC HORIZONTALLY & VERTICALLY VERTICAL REINFORCING - 1 #5 IN FILLED CELL FROM FOOTING TO TIE BEAM, PROVIDE 8" HOOK AT BEAM REINFORCING SEE FOUNDATION PLAN FOR LOCATION OF FILLED CELLS AND VERTICAL REINFORCING — I " MIN AIR SPACE COTTON ROPE WEEPS AT 32" OC SIDEWALK FINISHED FIRST FLOOR 0'-0" (ASSUMED) FLASHING GROUT SOLID BELOW 4" PARTITION BLOCK WALL SECTKOM u SCALE: 3/4" = 1'-0" �i GALVANIZED COPING 18>-8" TIE BEAM, GROUTED SOLID W/ TOP OF MASONRY 2 #5'S CONTINUOUS PRECAST CONCRETE TRIM – -- #M-53 ULTRALITE BY GLADSTONE 26 GAGE GALV. BACK–SHEETING FLASHING STANDING SEAM METAL ROOFING SLOPE 1/4" / FOOT TOP OF LINTEL 1 #5 6" ZEE PURLINS SPACING BY PEMB MFR 3" VINYL REINFORCED METAL BUILDING INSULATION STEEL COLUMN BEYOND 1 #5 HORIZONTAL REINFORCING @16" O.C. STUCCO FINISH OVER 8" CMU PRECAST CONCRETE TRIM #M--45 ULTRALITE BY GLADSTONE SMOOTH FINISH ON TOP-----% TOP OF BRICK 9,-4>, TOP OF LINTEL BRICK VENEER W/ BRICK TIES @ 16" OC HORIZONTALLY & VERTICALLY VERTICAL REINFORCING: 1 #5 IN FILLED CELL FROM FOOTING TO TIE BEAM, PROVIDE 8" HOOK AT BEAM REINFORCING SEE FOUNDATION PLAN FOR LOCATION OF FILLED CELLS AND VERTICAL REINFORCING 1" MIN AIR SPACE COTTON ROPE WEEPS AT 32" OC — SIDEWALK FINISHED FIRST FLOOR 0'-0" (ASSUMED) FLASHING GROUT SOLID BELOW SLOPE DOWN 1/4" <; ; • ;� - _ - II = iii -•-i i i- -d11 I y, 4 4 ' •� � 1 d J 1�q WALL SECTUN - NORTH SCALE: 3/4" = 1'-0" TIE BEAM, GROUTED SOLID W/ 2 #5'S CONTINUOUS 26 CAGE GALV. BACK–SHEETING FLASHING STANDING SEAM METAL ROOFING SLOPE 1 /A" / r-nnT 6" ZEE P1 SPACING I 3" VINYL I METAL BUI STEEL COL VERTICAL F 1 #5 IN F FROM FUO BEAM, PRC AT BEAM F FOP OF LII 8)_0)) _ HORIZONTAI REINFORCIN @16" O.C. LEAVE OUT WALL SECTUN ., SOUTH SCALE: 3/4" =, 1'-0" 30LID W/ 8c 0r lu 04 J c ti - I • C-) DEMON NO. U466 NON-BEARNG WALL RATHG - I HOUR I. FLOOR & am RUNNERS - (NOT SHOWN) -- CHANNEL SHAPED RUNNERS, 3V Wl)t (MN), P/' LEGS, FORMED FROM NO. 25 MSG (MN) GALV. STEEL, ATTACHED TO FLOOR & CR -W WITH FASTENERS SPACED 24' O.C. MAX. IA. AS AN ALTERNATE TO [fFM I CEM RUNNER, -- 25 MSG MIN. GAM STEEL WIDTH TO ACCOMODATE STUD, WITH 3 OR 4' LEGS OFFSET AT MDPONT I' TO ACCOMODATE WALL CLADOING THICKNESS. ATTACHED 10 CKW WITH FASTENERS SPACED 24' O.C. THE WALL CLADDING SAHLL OVERLAP WALLBOARD IY4' MN. FIRE TM CORP. 2. 5TEEL 5TUDS CK4,WL .SHAPED, V WIDE ("N), P/q' LEGS, fie' FOLDED BACK REILRNS FOM FROM 25 MSG CAM STEEL SPACED 24' O.C. MAX. 3. BATTS AND BLANKETS* - (OPTIONAL) - MNERAL WOOL OR GLASS FUER BAITS PARTIALLY OR COMPLETELY F#_LNG STUD CAV". SEE BATTS AND BLANKETS (DU) CATEGORY FOR WE -5 OF CLAS*W COMPANES. 4, WALLBOARD, GYPS" - % N. TACK, 4 FT. WM, ATTACHED TO STEEL STUDS AND FLOOR AND CHM6 TRACK W" I N. LONG, TYPE S SELF-TAPPNG STEEL SCREWS SPACED 5 N. O.C. ALONG EDGES OF BOARD AND 12 N. O.C. N THE HELD OF THE BOARD, JONT5 ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE WES OF THE A55MY. WHEN ATTACHED TO ITEM 6 (FURRNG CHANNELS), WALLBOARD 0 SCREW ATTACHED TO FURRNG CHANNELS WITH I N. LONG TYPE S STEEL SCREWS SPACED 12 N. O.C.. BORAL GYPSUM W. - TYPE BG -C, CANADIAN GYP" COL, LTD -- TYPES C, SCX, SHX, WRX DOMTAR GYPSUM NC. - TYPE 5 EAGLE -GYPSUM PRODUCTS -- TYPE GEORGIA-PACFiC CORP., GYPSUM W. - TYPE GPFS-C GOLD BOiV BLDG PRODUCTS, NATIONAL. GYP" W. -- TYPE5 FSK --G, CN G, PABCO GYPSUM CO. - TYPE PC --C U.S, GYPSUM CO. - TYPES C, KV, IPX2, SCX, SHC, SHX, WRC OR WRX REPUBLIC GYPSUM CO. - TYPE RG ---C TEMPLE--"_" FOREST PRODUCTS CORP. - TYPE TP -5 WESTROC NDUST9IE3 LTO. - TYPE HREBOARD 5, JONT TAPE AND COMPOUND - VNYL, DRY OR PREMM JOINT COMPOUND, APPLIED N TWO COATS TO JONTS AND SCREW HEADS: PAPER TAPE, 2 N, WVe, EMBEDDED N F95T LAYER OF COMPOIRrYl OVER AU. JOPtT5. AS AN ALTERNATE, NOMNAL 3/32 N TACK GYPSUM VENEER PLASTER MAY DE APPLIED TO THE ENTIRE SURFACE OF CLA551FIE0 VENEER BASEBOARD. JONTS RENFORCED. 6. RIRRNG CHANNELS - (OPTIONAL-- NOT SHOWN) - RESLIENT 25 MSG GAM STEEL FURRNG CHANNELS SPREAD VERTICALLY MAX. 24 N. O.C. H.ANGE PORTION ATTACHED TO EACH NTW%CTNG STUD WITH � IN. LONG TYPE 5-12 PAN-I-IEAD STEEL SCREWS. #BEA" THE LA. CLAS%iCATION MARKNC. MOVIUL -1/4 �;LA..AN 1 BETWEEN BOTTOM OF GYP BOARD AND TOP OF SLAB WALL SECTUN" - I HOUR 11 v 0 FmT'u''RE-- TENANT--------. SCALE: 3/4" = 1'-0" GALVANIZED COPING TIE BEAM, GROUTED SOLID W/ 2 #5'S CONTINI 26 GA BACKSHE .16,-0, � TOP OF MASONRY -- - FLASHING STANDING ON NZEEE AM rill", 6" PUFF STUCCO FINISH OVER 8" CMU 8,_0„ TOP OF LINTEL 1 #5 VERTICAL REINFORCING: 1 #5 IN FILLED CELL FROM FOOTING TO TIE BEAM, PROVIDE 8" HOOK AT BEAM REINFORCING SEE FOUNDATION PLAN FOR LOCATION OF FILLED CELLS AND VERTICAL REINFORCING FINISHED FIRST FLOOR 0'-0" (ASSUMED) WALL SECTVON SCALE: 3/4" = 1'--0" 5'-0" ON Cl 3" VINYL REINFI METAL BUILDING VERTICAL REINFI 1 #5 IN FILLED FROM FOOTING BEAM, PROVIDE AT BEAM REINF( 8'_0„ _ TOP OF LINTE 1 #5 8" CMU, PAINTE STRUCK JOINTS HORIZONTAL REINFORCING 016" O.C. - LEAVE OUT SLAE 0Ai vAnii icr\ rvminin WALL SECT0N - EAST SCALE: 3/4" = V-01) -0" G I c-> i -D c i r-- cu c cv uj CD w 0 w aW't- 00 I Z- 73 ry Ul a w C H• u� r� H. CD wrD cu rt• cu c') r -h S_ WOOD FRENCH DOOR FEX-TERIOR] INTERIO ALUM, THRESHOLD 4" THICK CONC. — SET IN CUNT, SIDEWALK TYP. SEALANT BED X N 4" THICK CONC. SLAB SEE - SLOPE .24" / FT. STRUCTURAL DWGS. 4 4 1/2" EXPANSION 4 JOINT. FILLER. ' EC ]TIC N T HRESHOLL® STOREFRON"T SCALE: 3"= l'—O" SCALE: 3"= 1,-0" BRICK VENEER BRICK TIES 16 & VERTICALLY) ADJUSTABLE El FLUID—APPLIEC DAMPROOFING REINFORCED C MIN 1 " AIR SP CAULK ALUM" & GLASS STOREFRONT SYSTEM SEALANT BRICK VENEER CONCRETE BLOCK GROUT CORES SOLID AT JAMB (3) MASONRY ANCHORS PER JAMB (TYP.) CAULK CONT. HOLLOW METAL FRAME FILL W/ GROUT TYP. PAINTED CMU — SEE ELEVATIONS FOR FINISHES 2" SEALANT CONT. EXTO. RI -0111 �EX TE R �10 R�C �MU�W �AL L�A�M B� FLASHING ROWLOCK FLASHING MIN. 1" Al WEATHEREI BRICK VEP BRICK TIE: HORIZ.ONTE VERTICALL` SCALE: 3" � 1'--O" e SCALE: Y= 1'-0" Z-01' QUOIN MICK DETAL - T.Y.M.CAL OUTZE CORNER SCALE: I%2 = I'-0" ANT MARBLE STOOL SEALANT HUKILUNIAL KLINF( BRICK TIES 16" 0.( & VERTICALLY) ADJUSTABLE EYE -W MIN 1" AIR SPACE BRICK VENEER -- FLUID-APPLIED BITI DAMPROOFING ON BRA CCK DELI A �—T COAL WaNDO� HTEMOR CAULK CON CONCRETE BLOCK PAINTED CMU — SEE EXTERIOR ELEVATIONS FOR FINISHES SEALANT CONT. METAL RAIN DRIP _ PAINT TO MATCH DR. FRAME EXTEND TO BEYOND SIDES OF DOOR HOLLOW METAL. FRAME — FILL W/ GROUT TYP. I[YIEIfBNOR CMU' fll4AOR NIEAQ9 SCALE: 3"= V-0" �LH�OLfI�V�llla HOLLOW METAL DOOR SILL SCALE: 3"= V-0" PROVU0"NS FOR BARNER FREE DOORN I I PUSH SIDE ® 18" MINIMUM ® c Q 24" PREFERRED ) z— NOTE: x = 12 IN IF THE DOOR (A) FRONT APPROACHES HAS BOTH A CLOSER ANDA LATCH. PULL SIDE 5}- —T PUSH SIDE7777M, ` "' CHANGES IN LEVELS IN (B) HINGE SIDE APPROACHES �, NOTE.48 IN MIN. HAS ACCESSIBLE ROUTES NOTE: x 36 IN MINIMUM IF y = 60 IN BOTH A LATCH AND A CLOSER. x = 42 IN MINIMUM IF y 54 IN, II PULL SIDE �- -� PUSH SIDE ® 24" MINIMUM 24" MIN. >1 NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT a APPROACHES. NOTE: y - 54 IN MINIMUM IF THE DOOR HAS A CLOSER, (C) LATCH SK)E APPROACHES NOTE: y = 48" IN MINIMUM IF THE DOOR HAS A CLOSER. SCALE: I%" = 1'-0" N i WEATHER STRIP DOOR ALUMINUM THRESHOLD HANDICAP ACCESSIBLE SEE DOOR SCHEDULE CONCRETE WALK OR ASPHALT PAVEMENT SLOPE DOWN AWAY FROM BUILDING ©.24" PER FT. 4 MAX. N SLOPE DOWN --------------------- 7. .. q .. .4 A. ... d. C d EXPANSION MATERIAL SEALANT BED �LH�OLfI�V�llla HOLLOW METAL DOOR SILL SCALE: 3"= V-0" PROVU0"NS FOR BARNER FREE DOORN I I PUSH SIDE ® 18" MINIMUM ® c Q 24" PREFERRED ) z— NOTE: x = 12 IN IF THE DOOR (A) FRONT APPROACHES HAS BOTH A CLOSER ANDA LATCH. PULL SIDE 5}- —T PUSH SIDE7777M, ` "' CHANGES IN LEVELS IN (B) HINGE SIDE APPROACHES �, NOTE.48 IN MIN. HAS ACCESSIBLE ROUTES NOTE: x 36 IN MINIMUM IF y = 60 IN BOTH A LATCH AND A CLOSER. x = 42 IN MINIMUM IF y 54 IN, II PULL SIDE �- -� PUSH SIDE ® 24" MINIMUM 24" MIN. >1 NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT a APPROACHES. NOTE: y - 54 IN MINIMUM IF THE DOOR HAS A CLOSER, (C) LATCH SK)E APPROACHES NOTE: y = 48" IN MINIMUM IF THE DOOR HAS A CLOSER. SCALE: I%" = 1'-0" N ff N 145"--0" b I L (D SCALE: 1/8" = V -O" NORTH DESIGN CRITERIA: D1 ALL WORK SHALL CONFORM 'TO AT LEAST THE MINIMUM STANDARDS OF THE STANDARD BUILDING CODE LATEST EDITION. GI G2 G3 G4 F1 C1 GENERAL: THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE COORDINATED BEI -WEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF CONSTRUCTION. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN STRENGTH. THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS. ALL SECTIONS AND DETAILS SHALL BE CONSTRUED TO BE TYPICAL UNLESS OTHERWISE NOTED OR DETAILED, FOUNDATIONS: CONTRACTOR SHALL DETERMINE IF ANY UNSUITABLE CONDITIONS ARE DISCOVERED DURING EXCAVATION WHICH WOULD PREVENT . ATTAINMENT OF THE DESIGN SOIL PRESSURE REQUIRED BY THE SOILS REPORT. CONCRETE & REINFORCING: CONCRETE WORK SHALL CONFORM TO ACI CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-89) C2 ALL CONCRETE SHALL HAVE A MIN. 28 DAY STRENGTH AS FOLLOWS: FOUNDATIONS, FILLED CELLS, -FIE BEAMS, SLABS ON GRADE 3,000 PSI C3 REBARS SHALL CONFORM TO ASTM -6'15 GRADE 60, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185, C4 SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: WELDED WIRE FABRIC 6" ALL OTHER 36 DIA (12" MIN) C5 REINFORCING IN WALLS, FOOTINGS AND BEAMS SHALL BE CONTINUOUS AND LAPPED 25" AT SPLICE UNLESS OTHERWISE NOTED. HOOK AND LAP ALL CORNER AND INTERSECTING BARS, C6 MINIMUM COVER FOR REINFORCING SHALL_ BE AS DETAILED. MASONRY: M1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARDS\ BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY (ACI 530-88/ASCE 5-88) AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-88/ASCE 6-88). M2 CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90, M3 MORTAR SHALL COMPLY WITH ASTM C270, TYPE M OR S. F0%ummNDATl%0'Q% Cr: C-) C7 N N r-- 77 cu -r D C-) 0 w Q n a. Qu za x) j ry to c> w 0 cn cn ru CD 0 w 0 N en ccs 73 CD 3 CD D 7 n ZV N• C -r N C-) r -r c cu TJ �q3ELECTRICAL PLAN SCALE: 1/8" = l' -O" NORTH 600 MAIN 120/240V 1 PH (2) 3" PVC W/(3) 350 CU EA TO FPL TX RISER DIAGRAM SCALE: NTS 8x8x10 R/T GUTTER HOUSE PANEL 2" PVC W/(3) 250 MCM ALUM (1) #6 CU GROUND 2/0 COPPER GROUND (2) 8' RODS AND BLDG STEEL ELECCTOCAL LEGEND WALL-PAK EXIT LIGHT a RECESSED DOWNLICHT IN CANOPIES r 0 a t - v Lei Q 0 O N 1- r