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4035 W 1St St 06-989 Fire inspection Night Owl
SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 302-2526 Plans Review Sheet Date: December 7, 2005 Business Address: 4035 West First Street Occ. Ch. Business Occupancy 38 Business Name: Night Owl Ph. () FAX () Contractor: McKee Construction Ph. (407) 323-1150 FAX (407) 323-9304 Architect: O.B. Architectural Dynamics Reviewed p Reviewed with comment [X] Rejected Reviewed by: Timothy Robles, Fire Protection Inspector/plans Examiner Comment: Plans reviewed as Business Occupancy. FD reserves right to require applicable code requirements if occupancy use changes. Sprinkler System require per local city ordinance. Fire sprinkler system shall be monitored per City of Sanford local ordinance. Fire sprinkler contractor to submit design criteria for sprinkler system. Fire alarm system will be required to have horn strobes and pull stations through -out, New code requirement to notify each tenant 1.1 Application — New Building. 15,00 sq. ft. , Type IV- fire sprinkler protected 1.2 Mixed — N/A 1.3 Special Definitions — Meets F.F.P.C. - 6.1.11.1 (Record keeping/Business transactions). 1.4Classification of Occupancy —Business F.F.P. C. 1.5 Classification of Hazard of Contents — Ordinary/6.2.2.2. 1.6 Minimum Construction — N/R 2.2 Means of Egress Components — 1 Cu"NSULTANTS PC\,I�����D ' d CENTE,,R '( )) ARCHITECTURAL OWNER PLUMBING' BOBBY VON HERBULIS 71 A. PETER TAN".,,-1, P.E. CVR COVER 790 MONROE RD. 2338 WINTEI- .;:GODS BLVD, A0.1 CODE INFORMATION SANFORD, FL 32771 SUITE 2014 A0.2 UL ASSEMBLY PH : 407 323 1150 WINTER PARK, FL A1.1 LIFE SAFETY PLAN FX: 407 323 9304 PH: 407 657 5585 A2.1 BUILDING FLOOR PLAN (3/32") EMAIL: MCKEECONST AOL.COM FX: 407 657 5585 A2.2 ENLARGED FLOOR PLANS (1/8") CONTACT: DAVE RODD E:MAIL: PTANKELPE@E: R T FIL! 4K.IyET A2.3 ENLARGED UNIT PLANS - DIMENSIONED 1/41' ( ) CONTACT: PET.E R TANKEL A2.4 ENLARGED UNIT PLANS - NOTATED (1/4 ) A2.5 ROOF PLAN ARCHITECT ELECTRICAL DESIGN A3.1 EXTERIOR ELEVATIONS OB+ARCHITECTURE INC h MIKE SMITH ELE:-'fR)cAL a5'`'=` A3.2 ENLARGED EXTERIOR ELEVATIONS 100 EAST PINE ST, SUITE 201 420 LEMON BLUFF RO'AL�, A3.3 WALL SECTIONS ORLANDO, FL 32801 OSTEEN, FL 32764 A3.4 WALL SECTIONS PH: 407 650 3735 PH: 407 463 8442 A3.5 WALL_ SECTIONS FX: 407 650 3736 FX: 407 322 625.3 A4.1 ENLARGED TOILET PLANS & INTERIOR FL LIC No: AR 0017725 E:MAIL: MWSELEC@AOL:COM ELEVATIONS (ARCHITECT OF RECORD) CONTACT: MIKE SMITH A6.1 REFLECTED CEILING PLANS - TYPICAL UNITS STRUCTURAL DESIGN A$.1 DOOR &WINDOW &FINISH SCHEDULES ARCHITECTURAL DYNAMICS, LLC A8.2 DOOR DETAILS , _ 2816 PICKFAIR STREET - ORLANDO, FL 32803 THE AVANTI GROUP. liJC PH: 407 897 5461 10306 WOODBIRRY ROAD FX: 407 896 3501 TAMPA, Fl_ 33619 E:MAIL: ARCHSOLVE@AOL.COM PH: 813-655-288^ CONTACT: JOYCE L. PHIPPS FX: 813-655-2886 (CONTRUCTION DOCUMENTS) EMAIL: DSCHONACHER@Tt1MPBAY.RR.COM CONTACT: DAVID SCi IONACHER CIVIL ENGINEERING CONTRACTOR CIVIL SOLUTIONS of CENTRAL FLORIDA, McKEE CONSTRUCTION CO. INC. 790 MONROE RD. SANFORD, FL 32771 110 RICH AVENUE PH: 407 323 1 160 DELAND; FL 32720 FX: 407 323 93T'4 PH: 386 740 1454 E:MAIL: FX: 386 943 925T DRODD1 @McKEECONSTRUCTIONCO.COM EMAIL: CSIENGINEERING@BELLSOUTH.NET CONTACT: DAVID RODD CONTACT: MIKE CASH FL STATE LICENSE: CBC 048972 HVAC DESIGN BARNES HEATING & AIR CONDITIONING 915 W 2ND STREET SANFORD, FL 32771 PH: 407 323 3517 FX: 407 3215579 EMAIL: BARNES32771 CONTACT: ERNIE WATSON �OS)STRUCTURAL S-0 STRUCTURAL NOTES & WIND PRESSURES S-1 FOUNDATION PLAN & SCHEDULE__ S-2 STRUCTURAL DETAILS (0) MECHANICAL M2.1 OVERALL. MECHANICAL PLAN M2.2' ENLARGED UNIT MECHANICAL FLOOR PLANS M2.3 ENLARGED UNIT MECHANICAL FLOOR PLANS M2.4 ENLARGED UNIT MECHANICAL FLOOR PLANS -C(: E ELE(,',.',','TRICAL E0.1 LEGEND & OVERALL FLOOR LIGHTING PLAN E2.1 ELECTRICAL FLOOR PLAN - LIGHTING E2.2 ELECTRICAL FLOOR PLAN - POWER E3.1 PANELS, F'1ISERS IP)) PLUJABING P2.1 PLUMBIN •) .-ENLARGED PLANS -1s" & NOTES P2.2 PLUMBING - ENLARGED UNIT PLANS -16" P3.1 PLUMBIN113 RISERS P3.2 PLUMBING RISERS LOCATION MAPS ro aiuw:1c REGION AREA STATE -JACKSONVILLE SANFORD C) *ORLANDO AA TMPA "�� MiAMI NORTH IZEV� % D ,omY}oUE NORI}i QQ SANFORD STATE ROAD 46 LOCATION ABBREVIATIONS ADD'L. ADDITIONAL BTM. BOTTOM DIA. DIAMETER EXH. EXHAUST GALV. GALVANIZED INT. INTERIOR MAX. MAXIMUM NO. NUMBER PLBG. PLUMBING S.F SQUARE FEET, FOOTAGE TEL. TELEPHONE VERT. VERTICAL A.F.F. ABOVE FINISH FLOOR BLDG. BUILDING DIM. DIMENSION EXIST. EXISTING TING GA GAUGE MECH. _ MECHANICAL PLYWD. PLYWOOD SCFIEU. SCHEDULE TEMP. TEMPERED VEST. VESTIBULE A.F.C. ABOVE FINISH GRADE B.U.R. BUILT UP ROOF DR. DOOR E.J. EXPANSION JOINT G.C. GENERAL CONTRACTOR JT. JOINT MR. 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 LP.D. TOILET PAPER DISPENSER ALF. ALTERNATE CLG. CEILING DS. DOWNSPOUT GYP. GYPSUM MIN. MINIMUM OPG. OPENING Q.T. QUARRY TILE SIM. SIMILAR TONGUE AND W.C. WATER CLOSET ALUM. ALUMINUM C.M.U. CONCRETE MASONRY UNIT(S) D4 c%. DRAWING F.R.P. FIBERGLASS REINFORCED LAM. LAMINATED MISC. h� �' 11SCELtANEOU� OPP. OPPOSITE SL. SLOPE TAB. TAB. TOP MID BOTTOM TOM W.H. NH PLATER HEATER ANCH. ANCHOR C.T. CERAMIC TILE D.W. _ )RYWALL PANEL TIDW. HARDWARE LAV. LAVATORY MLDG. MOULDING U.D. OUTSIDE DIAMETER R RADIUS SPEC. SPECIFICATION T.O.F. TOP OF FOOTING W.P. WORK POINT APPROX. APPROXIMATE C.O. CLEANOUT D.F. ORINKINC FOUNTAIN FIN. FINISH HGT. HEIGHT LB. POUND M.R. MOISTURE RESISTANT REF. REFERENCE SQ. SQUARE T.O. hAAS. TOP OF MASONRY •• WP. WATERPROOF ARGIL ARCHITECT COL. COLUMN F.E. FIRE EXTINGUISHER H.M. HOLLOW METAL L.H. LEFT HAND MTG. MOUNTING P.T. PRESSURE TREATED REINF. REINFORCED, REINFORCING S.S. STAINLESS STEEL T.O.S. TOP OF STEEL W.R. WATER RESISTANT GONG. CONCRETE EA. EACH FLUOR. FLUORESCENT H.P. HIGH POINT L.P. LOW POINT MULL. MULLION PTD. PAINTED READ. REQUIRED STD. STANDARD L TREAD '•,W.W.M. 'FIELDED WIRE MESH BRG. BEARING CONST. CONSTRUCTION E.W.C. ELECTRIC WATER COOLER F.D. FLOOR DRAIN HORIZ. HORIZONTAL PNL. PANEL OR PANELING REV. REVERSE STL. STEEL IYP. TYPICAL W/ WITH BM. BEAM C.J. CONTROL JOINT ELEV. ELEVAIION FLR. FLOOR MFR. MANUFACTURER NOM. NOMINAL PART. PARTITION R.H. RIGHT HAND STRUCT. STRUCTURAL W/0 WITHOUT BTWN. BETWEEN CONT. CONTINUOUS EQ. EQUAL FT. FOOT, FEET INCAN. INCANDESCENT MAS. MASONRY N. NORTF P.H. PHYSICALLY HANDICAPPED RM. ROOM SUSP. SUSPENDED UNFIN. UNFINISHED VJD. WOOD BLK. BLOCK EQUIP. EQUIPMENT FTG. FOOTING I.D. 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 HD. HOARD DEC. DETAIL ETC. EL CETERA F.V. FIELD VERIFY IMUL. INSULATION MAIL. MATERIAL N.T.S. NOT TO SCALE P.LAM. PLASTIC LAMINATE R.T.U. ROOF TOP UNIT SYS. SYSIEM fsnal lns')`�-� 013 ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650,3735 FAX: 4W.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 14 OC T OBER 2005 PERMIT SET - - PROJECT LOTS 3 a 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE COVER PROJECT NO: AD-2005-12 SHEET NUMBER DRAWN: JLP / SRR CHECKED: RAG cvwo%h LAYER MANAGER: PS-CVR SHEET SET: LOTS 3.4 CO'rER-CODE K PRINT DATE: 14 OCTOBER 2005 D ft CODE INFORMATION , GENERAL CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL, STATE AND FEDERAL BODIES (C) 2004 FLORIDA BUILDING CODE IT IS UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. APPLICABLE CODES CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA FLORIDA BUILDING CODE 2004 EDITION (USED FOR BUILDING, PLUMBING, MECHANICAL, FUEL & GAS; FLORIDA ACCESSIBILITY FOR BUILDING CONSTRUCTION, STATE OF FLORIDA MODEL ENERGY EFFICIENCY) FLORIDA FIRE PREVENTION CODE 2003 EDITION NFPA 1 & 101 2003 EDITION LIFE SAFETY CODE NATIONAL ELECTRIC CODE 2002 EDITION GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE PREPARATION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONDITIONS OF THE CONSTRUCTION AREA AND THE WORK REQUIRED TO PERFORM THE WORK OF THIS CONTRACT. 2. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE SOILS REPORT. OBTAIN FROM THE OWNER THE CURRENT COPY OF THE SOILS INVESTIGATION REPORT. 3. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR AND ALL AREAS SHALL BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUANCE OF PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK, AND THE OCCUPANCY OF THE WORK. 5. IT SHALL BE 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 IN CONJUNCTION WITH THE EXECUTION OF THE WORK. ALL FINAL CONNECTIONS FROM THE BUILDING TO EXISTING UTILITIES SHALL BE BY THIS CONTRACTOR. 6. AS REQUIRED, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/DESIGNER OF ALL CONFLICTS AND DISCREPANCIES THAT AFFECT THE WORK PRIOR TO PROCEEDING WITH SAID WORK. 7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL GOVERN. LARGE-SCALE DRAWINGS SHALL GOVERN OVER SMALLER -SCALED DRAWINGS. CONTACT ARCHITECT/DESIGNER TO CONFIRM ALL DISCREPANCIES. / 8. CONFIRM ALL HORIZONTAL DIMENSIONS WITH PLANS AND IN FIELD PRIOR TO FABRICATION AND/OR CONSTRUCTION. 9. DIMENSIONS ARE FACE TO FACE OF MASONRY WALLS AND TO FINISH FACE OF STUD PARTITIONS. DIMENSIONS ON PLANS INDICATE NOMINAL WIDTH UNLESS OTHERWISE INDICATED. 10. THE ARCHITECT/DESIGNER SHALL NOT BE HELD RESPONSIBLE FOR WORK PERFORMED NOT IN ACCORDANCE WITH THESE DOCUMENTS NOR FOR MISINTERPRETATION OF THE DRAWINGS, NOR FOR UNSATISFACTORY WORK BY CONTRACTOR. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE SITE AS REQUIRED IN THE CONTRACT DOCUMENTS. 12. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AS REQUIRED BY GENERAL CONDITIONS AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 13. DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAYS WITHOUT FIRST OBTAINING PROPER PERMITS. 14. ALL FIRE RATED CONSTRUCTION SHALL CONFORM WITH U.L. TESTED STANDARDS AND/OR LOCAL REQUIREMENTS. 15. CONTRACTOR TO PROVIDE & INSTALL 244OBC FIRE EXTINGUISHERS AS REQUIRED BY LOCAL FIRE MARSHAL. COORDINATE LOCATIONS/PLACEMENTS WITH FIRE MARSHAL. INSTALL QUANTITY AS REQUIRED SO AS NOT TO EXCEED 75' OF TRAVEL TO AN EXTINGUISHER. 16. ALL PENETRATIONS THRU FIRE RATED CONSTRUCTION SHALL COMPLY WITH UL & ALL APPLICABLE CODES & ORDINANCE. 17. SEAU CAULK PERIMETER OF RATED WALLS AND PENETRATIONS OF RATED WALLS IN ACCORDANCE WITH APPLICABLE UL DESIGNS, AND REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 18. ALL ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS IS SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECT/DESIGNER'S WORK. 19. UNLESS OTHERWISE NOTED OR DETAILED, PIPE CHASE WALLS WITH A THICKNESS GREATER THAN 4" SHALL BE CONSTRUCTED OF 2-1/2" METAL STUDS WITH ONE LAYER 6/8" GYPSUM BOARD EACH SIDE OF CHASE WALL. PROVIDE METAL OR GYPSUM BOARD CROSS BRACES AS REQUIRED TO ADEQUATELY BRACE THE WALL AND TO MAINTAIN THE RATING OF THE PARTITION. HOLD CHASE WALLS TO MINIMUM DIMENSIONS. 20. VERTICAL PIPING LOCATED WITHIN THE STUD SPACE OF PARTITIONS SHALL BE FULLY ENCLOSED WITH A FULL THICKNESS OF GYPSUM BOARD ON EACH SIDE OF THE STUD. PROVIDE 6" STUDS WHERE REQUIRED TO CONCEAL PIPING AND OTHER ITEMS OCCURRING WITHIN PARTITIONS. 21. RECESSES FOR ITEMS IN EXCESS OF 16 SQ. INCHES, SUCH AS ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC., LOCATED IN RATED PARTITIONS SHALL BE FACED WITH GYPSUM BOARD TO CREATE A FIVE -SIDED ENCLOSURE REQUIRED TO MAINTAIN THE RATING OF THE PARTITION IN WHICH THE ITEM OCCURS. 22. ELECTRICAL DEVICES WHICH OCCUR IN RATED PARTITIONS SHALL BE LOCATED SO THAT BACKBOXES WITHIN A SINGLE STUD CAVITY SHALL NOT EXCEED A TOTAL OF 16 SQUARE INCHES IN AREA OR EXCEED A TOTAL OF 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF WALL AREA. BOXES LOCATED ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24". WHERE THIS REQUIREMENT CANNOT BE MET, BACKBOXES IN EXCESS OF THE ALLOWED MAXIMUM SHALL BE BACKED WITH GYPSUM BOARD TO CREATE A FIVE -SIDED ENCLOSURE. 23. JOINTS WHICH OCCUR IN RATED PARTITIONS SHALL BE STAGGERED A MINIMUM OF ONE STUD SPACE OR 24" BOTH HORIZONTALLY & 12" VERTICALLY. WHERE OPENINGS ARE MADE IN EXISTING RATED PARTITIONS, OR WHERE OPENINGS IN EXISTING PARTITIONS ARE CLOSER, THE EXISTING GYPSUM BOARD BOARD MAY BE REMOVED ON ONE SIDE OF THE PARTITIONS BACK TO THE NEXT STUD TO ASSURE THE PROPER STAGGERING OF THE JOINTS. 24. METAL STUD GAUGES FOR INTERIOR PARTITIONS SHALL BE AS RECOMMENDED BY AND/OR REQUIRED BY THE STUD MANUFACTURER FOR EACH SPECIFIC CONDITION. DRAWING SYMBOL LEGEND DETAIL NUMBER 4 DETAIL WILL APPEAR ON THIS PAGE 4 A-4 CEILING HEIGHT -I X ��-U» CEILING MATERIAL or "TYPE -------------- LINES OF CEILING CHANGES at SOFFITS, OVERHANGS, E'rc.1 THRU-BUILDING SECTION 99 G -1 r COLUMN GRID REFERENCE NUMBER or LETTER FULL WALL SECTION v I I PARTIAL SECTION TI-101 DOOR NUMBER 1 DETAIL or ENLARGED PLAN REFERENCE INTERIOR ELEVATION TAG 4 A5 2 3 PARTITION TYPE CEILING NOTE ( TYPE, REFERENCE, HEIGHT) REVISION CLOUD & REVISION NUMBER CODE INFORMATION OCCUPANCY CLASSIFICATION : 2004 FLORIDA BUILDING CODE : BUSINESS, GROUP B, SECTION 304 BUILDING AREA : ALLOWED, PER 2004 FLORIDA BUILDING CODE, TABLE 503 : OCCUPANCY GROUP B, ONE STORY, TYPE III-B, SPRINKLERED = 19,000 S.F. PER FLOOR ALLOWED + 4 STORIES 200% AREA INCREASE ALLOWED WITH AUTOMATIC SPRINKLER SYSTEM PER FBC 506.3 ACTUAL TOTAL BUILDING S.F. 14,960 S.F. SEE SHEET A2.1 FOR UNIT SQUARE FOOTAGES BUILDING TYPE_ : 2004 FLORIDA BUILDING CODE, CHAPTER 6 : TYPE THREE-B (III-B), UNPROTECTED, SPRINKLERED MATERIALS : PEMB/EIFS EXTERIOR WALLS, STEEL TRUSSES, METAL ROOF FIRE RESISTANCE RATINGS FROM TABLE 600 FIRE RESISTANCE RATINGS REQUIREMENTS PER FBC TABLE 601 : BUILDING ELEMENT TYPE III -B STRUCTURALFRAME INCLUDING COLUMNS, GIRDERS, TRUSSES 0 BEARING WALLS EXTERIOR 2 INTERIOR 0 NONBEARING WALLS AND PARTITIONS SEE TABLE 602 EXTERIOR NONBEARING WALLS AND PARTITIONS INTERIOR 0 FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 0 ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 0 FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS SEPARATION DISTANCE - FBC TABLE 602 FIRE SEPARATION DISTANCE (FEET) TYPE OF CONSTRUCTION > 30 (TYPICAL ALL BUILDINGS) ALL MAXIMUM AREA OF EXTERIOR WALL OPENINGS - FBC TABLE 704.8 CLASSIFICATION OF OPENING FIRE SEPARATION DISTANCE GREATER THAN 30 FEET PROTECTED NO LIMIT UNPROTECTED NO LIMIT BUILDING HEIGHT : 4 STORY, 5T MAXIMUM ALLOWABLE HEIGHT PER FBC: TABLE 503 ACTUAL HEIGHT = SEE A3.1 (± ZT-0") ,•►a GROUP B 0 FIRE SEPARATIONS : 1-HOUR SEPARATION BETWEEN TENANTS UNITS Yh HOUR OPENING PROTECTIVES OCCUPANT LOAD : OCCUPANCY PER 2004 FLORIDA BUILDING CODE, TABLE 1004.1.2 & NFPA 101 TABLE 7.3.1.2 OCCUPANCY GROUP B: 1 PERSON PER 100 S.F. GROSS UNIT A = 1375/100 = 14 OCCUPANTS UNIT B = 1980/100 = 20 OCCUPANTS EXIT REQUIREMENTS : OCCUPANCY GROUP B - BUSINESS: FBC I NFPA 101 2 EXITS REQUIRED PER FLOOR PER 1018.1 (BASED ON OCCUPANT - LOAD FOR 1-500 OCCUPANTS) - 1 EXIT PERMITTED FOR TENANT WITH LESS THAN 50 OCCUPANTS PER FBC AND 30 OCCUPANTS PER NFPA MAXIMUM TRAVEL DISTANCE TO EXIT (SPRINKLERED) 275' 300' MAXIMUM DEAD END CORRIDOR (SPRINKLERED) 50, 50, MAXIMUM COMMON PATH OF TRAVEL (SPRINKLERED) 100, 100, MINIMUM EXIT DOOR CLEAR WIDTH 32" 32" MINIMUM AISLE 36" MINIMUM CORRIDOR 44" MINIMUM STAIR WIDTH (NA) 44" EGRESS WIDTH PER PERSON (HORIZONTAL EGRESS) .2" .2" EGRESS WIDTH PER PERSON (VERTICAL EGRESS) (NA) .3" .3" NOTE: SEE PLANS FOR ACTUAL EXIT WIDTHS WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED FROM ANY ACCESSIBLE SPACE THEN AT LEAST TWO ACCESSIBLE MEANS OF EGRESS MUST BE PROVIDED. (SECTION 1014) DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING 50 OR MORE OCCUPANTS (SECTION 1008.1.2) MEANS OF EGRESS SHALL BE ILLUMINATED TO AT LEAST ONE FOOT-CANDLE, MEASURED AT THE FLOOR. (SECTIONS 1016.1) EMERGENCY LIGHTING SHALL BE PROVIDED FOR A PERIOD OF 1 112 HOURS IN THE EVENT OF NORMAL LIGHT FAILURE. INITIAL ILLUMINATION MUST BE AN AVERAGE OF AT LEAST ONE -FOOT CANDLE & A MINIMUM AT ANY POINT OF .2 FOOT-CANDLE ALONG THE PATH OF EGRESS AT FLOOR LEVEL. (SECTIONS FBC 1006) MEANS OF EGRESS SHALL BE MARKED BY SIGNS, EXCEPT WHERE A MAIN ENTRANCE SERVES AS AN EXIT & IS VISIBLE TO THE OCCUPANTS. INTERIOR FINISHES : MINIMUM INTERIOR WALL FINISHES TO BE CLASS A IN EXIT ENCLOSURES. FLOOR FINISHES SHALL BE CLASS I OR II IN EXITS AND CORRIDORS. LOBBY AND CORRIDOR FINISHES TO BE CLASS A OR B INTERIOR UNIT FINISHES CAN BE CLASS A, B OR C PLUMBING FIXTURE REQUIREMENTS: OCCUPANTS LOAD PER TABLE 403.1 (2004 FBC PLUMBING CODE) GROUP B - BUSINESS NOTE : AT LEAST ONE FIXTURE OF EACH TYPE SHALL BE HANDICAP ACCESSIBLE REQUIRED FIXTURES WATER CLOSETS LAVATORIES SHOWERS DRINKING FOUNTAINS OTHER TOTAL OCCUPANTS = 14 (TYPICAL 'A' UNIT) 1 PER 25 FOR FIRST 50 & 1 PER 50 FOR THE REMAINDER 1 PER 40 FOR FIRST 50 & 1 PER 80 FOR'f HE REMAINDER NONE 1 PER 100 - REQUIRED FIXTURES 1 1 1 _ FIXTURES PROVIDED 1 1 1 _ TOTAL OCCUPANTS = 20 (TYPICAL 'B' UNIT) 1 PER 50 1 PER 80 NONE 1 PER 100 REQUIRED FIXTURES 1 1 1 FIXTURES PROVIDED 2 2 1 - � J EMAIL: droddl@mckeeconstructionco.com Florida License CBC 048972 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS tat SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 Et 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE CODE INFORMATION PROJECT NO: AD-2005-12- SHEET NUMBER 1 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-A0-1A09 SHEET SET: LOTS 3.4 COVER -CODE PRINT DATE: 14 OCTOBER ZOOS 03+ARCHITECTURE_ INC 100 EAST PINE STREET, SUITE 201 ORL.ANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 F REVISIONS Et SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 Et 4 NORTH SEMINOLE rl1Sl N ESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE UL ASSEMBLIES PROJECT NO: AD-2005-12 SHEET NUMBER A09 2 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-A0.2 SHEET SET: LOTS 3-4 COVEP,-CODE PRINT DATE: 14 OCTOBER 2005 s e CONSTRUCTION CO. GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 EMAIL: drodd1@mckeeconstructionco.com Florida License CBC 048972 013 ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017726 REVISIONS Ft SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 8t 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE LIFE SAFETY PLANS PROJECT NO: AD-2005-12 SHEET NUMBER DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-A1.1 SHEET SET: LOTS 3-4 COVER CODE PRINT DATE: 14 OCTOBER 2005 790 MONROE RD, SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 EMAIL: drodd1@mckeeconstructionco.com Florida License CBC 048972 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 Et 4 N 0 RTH SEMINOLE tiUSI N ESS CENTER. 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE BUILDING FLOOR. PLAN PROJECT NO: AD-2005-12 SHEET NUMBER A29 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-A2.1 SHEET SET: LOTS 3.4 FLOW PLAN PRINT DATE: 14 OCTOBER 2005 25'-0" 25'-0' 25'-0" I ma kaw „4'-0' „ W-4' „4'-0' „ I I f Gi" i I( ) I I „4'-O' „ T-10' 610 STORAGE/ STORAGE/ RECORDS MCORDS A501 $O1 J 2 EXECUTIVE OFFICE A602 OFFICE #4 A604 OFFICE #4 A704 7 OFFICE #2 OFFICE #2 A607 A707 OFFICE #3 OFFICE #3 A506 A606 I.. --a • A3.5 EXECUTIVE OFFICE A702 STORAGE/ -FORAGE/ RECORDS RECORDS A701 A801 -""BREAK _ _._ BREAK ROOM ROOM CORR A703 A803 - A710 CCC CCL OFFICE #3 OFFICE #3 A706 0 A806 EXECUTIVE OFFICE A802 OFFICE #4 A804 p 1 'v- 0 _ U. J O OFFICE #2 I A80% 0 LLI z RECEPTION RECEPTION OFFICE #1 OFFICE (i1 RECEPTION RECEPTION • OFFICE #� A509 ( = A609 A608 I A708 A709 A609 I A808 10 I I • I- < I I Q j I I I 5-2 6-0' I ' ' -0\ ' 8'• 4'-0" 8'-5' I "-0' S'-2' 6'-0" 8-5' 4'-0' 06'-0 ' --.i H--'--- ---- • / ----------- - - - - -------- --}------- �� Lo - 1 1 l 25'-0' 25-0" 25'-0' 25'-0' 25'-0' T-10" „4'-0' 4'-0' 14'-4' „4'-0' „ I I f-&Y'( o1 Ma .4'-0' ,. Ir-o" .4'-0' - 4--6' ,.3'-4' STORAGE/ STORAGE/ RECORDS RECORDS EXECUTIVE A101 A201 EXECUTIVE EXECUTIVE OFFICE OFFICE OFFICE A102 _ A202 I A302 �� A1O05� l A2005� OFFICE #4 OFFICE #4 OFFICE #4 A104 �f�l�a-�- _ _1- A204 A304 CORA11I J 1A,03 �( A293 I I A2RCOR �- AlOFFICFFIC 07 E #2 I I H I I A207 E #2 0 0307E #Z OFFICE #3 A106 OFFICE #3 A206 STORAGE/ STORAGE/ RECORDS RECORDS A301 A401 v v- I—F_ I TOILET TIT A305 A45 > -�- - ROMCORR A310 1* A3�03Cj1 A310 1 OFFICE #3 A306 .TF j R00 j- A403 - j CORR F -1--1- 1 - A410 1 A4.1 OFFICE #3 A406 EXECUTIVE OFFICE A402 OFFICE #4 A404 OFFICE #2 A407 CORR OFFICE #4 6102 STORAGE/ B101 RECORDS 6105 277-O' 27-0' 4'-0' 10'-0' ,.4'-0' EXECUTIVE EXECUTIVE OFFICE OFFICE B106 B206 C B13107 . ® CLOSET . Rim \ CORR ' \ B103 I _i OFFICE #3 B 108 I - BREAK - 1 - --- ROOM L 110 rBI OFFICE #2 CORRB109 B104 ENLARGED PARTIAL FLU R PLANS 2 SCALE: 1/8" = V-0" 25-0' 25'-0' 12' 5-4' v 4'--6" 4'-0' Ir-o' 4'-0' I CORR EXECUTIVE -FORAGE/ B202 OFFICE #4 OFFICE B205 RECORDS L 13201 A502 CORR B203 OFFICE #3 B208 OFFICE #4 A504 B213CE #1 I I B2004 - I 6209CRR CE #2 A05FFIC 07 E #2 o I OFFICE ((1 RECEPTION RECEPTION OFFICE #1 OFFICE #1 RECEPTION RECEP"PION OFFICE (P1 CONFERENCE RECEPTION RECEPTION A108 A109 A209 A208 A308 A309 A409 A408 B114 8115 i B215 •� I ^-- j 700' � FIRE I I RISER I- _ o I I O �� 100 •4' 0' 6"-5' 6' 0" 5'-2" 6'-0" i 8'-5,Z 4`-O' 8'-0' 4'-0' 8'-5' i 6'-0' S'-2' 6'-0' i li, 8'-5' 4'-0' 6'-7' 4'-0' 5'-0' 4'-0' Irr10° 6' ' ' 5'-2' 6 ----------------------------------- M F••i--------------- H ZD 6 j 4"-0' 27-8' -0" 4'-0' 12'-0" 4'-0' L- LA3.5 ,i L _ . A2.4 2 UNIT 'A-1' UNIT El UNIT 'A-3' UNIT 'A-4' UNIT 'B-1' A3.3 STORAGE/ -FORAGE/ i1 RECORDS RECORDS PR A501 11 A601 �41 PR TOILET TOILET- -,, rr rr .� BREAK BREAK-- 01 ROOM ROOMCORR - A-�A5I0-3C A60 510L�( OFFICE #3 OFFICE # A506 A606 Lu z CONFERENCE OFFICE #1 RECEPTION = RE B214 A508 A509 I U A6 I Q I � I' - I O I , r' l 4"-O' 5'-0' 4'-0' 6-7' 4'-0' 6-5-z i 6'-0' I `-2" 6'-0 �. A3.5 20'-0' UNIT'B-2' UNIT'A-5' ENLARGED PARTIAL FLOOR PLANS SCALE: 1/8" = 1'-0" OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORL.ANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 I' REVISIONS EL SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 Et 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE ENLARGED FLOOR PLAN PROJECT NO: AD-2005-12 SHEET NUMBER A29 2 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-A2.2 SHEET SET: LOTS 3-4 FLOOR PLAN PRINT DATE: 14 OCTOBER 2005 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 EMAIL: drodd1@mckeeconstructionco.com Florida License CBC 048972 013 ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Ft SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 Ft 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE ENLARGED FLOOR PLAN DIMENSIONED PROJECT NO: AD-2005-12 SHEET NUMBER A2* 3 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-A2.3 SHEET SET: LO'rS 3-4 FLOOR PLAN PRINT DATE: 14 OCTOBER 2005 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 EMAIL: drodd1@mckeeconstructionco.com Florida License CBC 048972 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 14 OC"OBER 2005 PERMIT SET u PROJECT LOTS 3 Et 4 NORTH SEMINOLE BUSINESS CENTER. 3991 W 1ST STREET STATE ROAD 46 - SANFORD) FLORIDA 32771 SHEET TITLE ENLARGED UNIT PLANS NOTATED PROJECT NO: AD-2005-12 SHEET NUMBER A2*4 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-A2.4 SHEET SET: LOTS 3-4 FLOOR PLAN RINT DATE: 14 OCTOBER Z005 6 a a \'- OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORL.ANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 fit 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE BUILDING ROOF PLAN PROJECT NO: AD-2005-12 SHEET NUMBER A2e 5 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-A2.5 SHEET SET: LOTS 3 4 FLOOR-- PLAN PRINT DATE: 14 OCTOBER 2005 L—•--•--•--•--•--•--•--•--•--.-o.--------.-- A MATERIAL LEGEND MATERIAL or ITEM 1 STANDING SEAM METAL ROOFING 2 METAL PANEL BACKSHEETING 3 FIXED ALUMINUM STOREFRONT WINDOW 4 EIFS — EXTERIOR INSULATION FINISH SYSTEM 5 FOAM CORNICE WITH METAL COPING 6 STACKED CULTURED STONE VENEER 7 RUBBER MEMBRANE ROOFING 8 EIFS KEYSTONE TRIM 9 GUTTER & DOWNSPOUT/ SPLASHBLOCKS 10 WALL—PAK LIGHTING 11 METAL DOOR, PAINTED 12 INTAKE AIR LOUVER 13 EXHAUST LOUVER 14 FOUNDATION PROFILE 15 EIFS REVEAL 16 SIGNAGE — METAL APPLIED LEVERS — TBD 17 EIFS — WINDOW TRIM NOTE : CULTURED STONE DESIGN BASIS BY CULTURED STONE COLOR: CARAMEL COUNTRY LEDGESTONE # CSV_20007 TIGHT FIT JOINTS * NOTE: FIVAC CONTRACTOR: INTAKE AND EXHAUST LOUVER SIZES a MOUNTING LOCATIONS AND HEIGHT FROM FINISHED FLOOR NOTED ON ELEVATIONS. 1 I I I I I I 1 I I I I 1 I I I 1 I I - -®•--•--.m_.--------.-o.--•--.ee.--------._-•--.------__.-®.-®._-------.-------e.--- FRONT ELEVATION -NORTH SCALE: 3/32" = 1'-0" REAR ELEVATION -SOUTH SCALE: 3/32" = 1'-0" RIGHT ELEVATION - EAST SCALE: 1/8" = 1'-O" LEFT ELEVATION -WEST SCALE: 1/8" = 1'-0" q 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 EMAIL: droddl@mckeeconstructionco.com Florida License CBC 048972 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET - PROJECT LOTS 3 Et 4 NO RSEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE EXTERIOR"' ELEVATIONS PROJECT NO: AD-2005-12 SHEET NUMBER A3* 1 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-A3.1 SHEET SET: LOTS 3-4 FLOOR PLAN RINT DATE: 14 OCTOBER'2005 • • .2 _4'_—_0_" _ ___ TOP OF ARCH FRAMING 20'-0" -FOP OF FRAMING 1_8'_-0"____ TOP OF FRAMING I tip ,,,, � �� �• ,,, I� ,,,, � o� FicONT ELEVATION -NORTH SCALE: 3/16" = 1'-0" 6 7 5 2_5'_-_0"_ TOP OF FRAMING TOP OF FRAM I N G'�'� 45. Duo o000 17 FRONT ELEVATION - NORTH SCALE: 3/16" = 1'4' m , STpo�'•_�-I i y-�f OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.660.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 Et 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE ENLARGED ELEVATIONS PROJECT NO: AD-2005-12 SHEET NUMBER A392 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-A3.2 SHEET SET: LOTS 3-4 FLOOR PLAN PRINT DATE: 14 OCTOBER 2005 r 1 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 EMAIL: drodd1@mckeeconstructionco.com Florida License CBC 048972 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017726 REVISiONS & SUBMISSIONS DATE DESCRIPTION 14 OCroBER 2005 PERMIT SET PROJECT LOTS 3 Et 4 NORTH SEMINOLE BUSINESS CENTER. 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE WALL SECTIONS PROJECT NO: AD-2005-12_ SHEET NUMBER A393 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS -LIFE SAFETY SHEET SET: LOTS 3.4 SEcTIUN SET PRINT DATE: 14 OCTOBER 2005 e TOP OF PARAPET FRAMING 2.-0'�---._.— PRECAST FOAM TRIM BACKER ROD & SEALANT ROOF FRAMING HIGH POINT EIFS: 1-1 /2" THICK MIN (MEDIUM SAND FINISH) OVER 5/8" PLYWOOD SHEATHING OVER 3-5/8" 18 GAUGE METAL STUD FRAMING HIGH IMPACT EIFS UP TO 7'-0" BACKER ROD & SEALANT _ _FINISH FLOOR _ _ 0'-0" (REFERENCE) w I c� C� GALV, METAL CAP FLASHING OVER PLYWOOD CAP 26 GAUGE, GALV. BACKSHEETING D FLASHING BY PEMB MFR STANDING SEAM METAL ROOFING PURLINS, SIZE & SPACING BY PEMB MFR 12 1 /2 0000OU( FRAMING BY PEMB MFR ----------------------- --------------------------- 3" VINYL REINFORCED METAL BUILDING INSULATION I 1 I 1 I 1 I i I 1 EIFS: 1-1/2 THICK MIN. (MEDIUM SAND FINISH) OVER SPRAYED -MEMBRANE MOISTURE ' BARRIER OVER 5/8" DENGLASS ' I SHEATHING OVER LT GAUGE FRAMING ' I 1 1 ' I I 1 3" VINYL REINFORCED METAL BUILDING INSULATION I LINE OF COLUMN BEYOND 8" GIRTS REFER TO METAL BUILDING DRAWINGS - I , 1 1 I I 1 _ I I _ I I I I ' I I I I ' I, I EIFS: 1-1/2 THICK MIN. LAY -IN ACOUSTICAL TILE I: (MEDIUM SAND FINISH) OVER ' SPRAYED -MEMBRANE MOISTURE BARRIER OVER 5/8" DENGLASS SHEATHING OVER METAL BUILDING PANELS (REVERSE APPLICATION) - - I , O I i CI I 1 I 1 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS W/ 1" RIGID INSULATION IN BETWEEN I 11_0 I 1 , I , I 1 I 1 I I I , i I I I , 1 I , I I I , I , I ' I I 1 1 I I ' E: 1 G I , , I I ' I I ' 1 I , I , I , 1 , 1 I I 1 ,I CHANNEL ' I , I I SLOPE 1/8"/12" ; I 1 BACKER ROD & SEALANT , I v. a ° a 4 d 4 °' ° d ad • a 4• 7 4 d Q.• Q 4 ° '4. a a 1—III—I I a°4 4 — — — — — — •Q I -III -I I 4 � / I I MI I I- ° a d Q ° 'd. COLUMN PAD BEYOND SEE STRUCTURAL -- WALL SECTION - FRONT / NORTH @ COLUMN SCALE: 3/4" = 1'-0" 6-MIL VISQUEEN VAPOR BARRIER 26 GAUGE, GALV. BACKSHEETING STANDING SEAM METAL ROOFING ni Inl ur r-r n- I 6-MIL VISQUEEN VAPOR BARRIER COLUMN PAD BEYOND SEE STRUCTURAL WALL SECTION - SIDE - EAST -WEST SCALE: 3/4" = 1'-0" TOP OF PARAPET FRAMING Y 17'-011 PRECAST FOAM CORNICE TRIM BACKER ROD & SEALANT VARIES �. .—.—.—.—.— 3" VINYL REINFORCED METAL BUILDING INSULATION 8" cIRTS REFER TO METAL BUILDING DRAWINGS EIFS: 1-1/2 THICK MIN. (MEDIUM SAND FINISH) OVER SPRAYED -MEMBRANE MOISTURE BARRIER OVER 5/8" DENGLASS SHEATHING OVER METAL BUILDING PANELS (REVERSE APPLICATION) FLASHING SEE 7/A3.5 FINISH FLOOR 0'-0" (REFERENCE) 12 1 /2 4 I, n II II �I II I I I I I LAY -IN ACOUSTICAL TILE 'I I 'I < I 5/8" GYPSUM BOARD ON 1-5/8" METAL MUDS W/ 1" t RIGID INSULATION IN BETWEEN I, I, I, II I I I I rr. II II II II I I 1 I I I I cT 'I �' I 1 I , STRUCTURAL COLUMN 1 BEYOND I, ,I II Ii I, I, < < , 1 1 I I I, II 11 II II II II 4" CONCRETE SLAB ; < < I I I I I I I REFER TO FINISFI SCHEDULE FOR FINISH ,I I ,I ,I < I I I I I, < i a a 4 Q a ° 4 �. — T _ ----------\ A d 4.1 4 \ .4 4 \ 4 a n \ . - • .4 a \ A. .a L— _____________d 6-MIL VISQUEEN COLUMN PAD BEYOND VAPOR BARRIER SEE STRUCTURAL 1 WALL SECTION - REAR / SOUTH SCALE: 3/4" = 1'-0" STANDING SEAM METAL ROOFING 3" VINYL REINFORCED METAL BUILDING INSULATION PURLINS, SIZE & SPACING BY PEMB MFR ALUM GUTTER & DOWNSPOUTS —4�-- SAVE HEIGHT —? 14'-0" — — — 3" VINYL REINFORCED METAL BUILDING INSULATION 8" GIRTS REFER TO METAL BUILDING DRAWINGS EIFS: 1-1/2 THICK MIN. (MEDIUM SAND FINISH) OVER SPRAYED -MEMBRANE MOISTURE BARRIER OVER 5/8" DENGLASS SHEATHING OVER METAL BUILDING PANELS (REVERSE APPLICATION) FLASHING SEE 7/A3.5 _ FINISH FLOOR 0'-0" (REFERENCE) SEE CIVIL EMAIL: drodd1@mckeeconstructionco.com Florida License CBC 048972 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS & SUBMISSIONS DATE DESCRIPTION 14 oCTOBER 2005 PERMIT SET PROJECT LOTS 3 Et 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE WALL SECTIONS PROJECT NO: AD-2005-12 SHEET NUMBER A3o4 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS -LIFE SAFETY SHEET SET: LOTS 3-4 SECTION SET PRINT DATE: 14 CCTOBER 2005 Q I COLUMN DETAIL SCALE: 1-1 /2" = 11-0" o i o o I o COLUMN DETAIL SCALE: 1-1 /2" = 1'-0" WALL SECTION SCALE: 3/4" W EIFS: 1-1/2" THICK MIN (MEDIUM SAND FINISH) OVER 5/8" DENSGLASS OVER 1-5/8" METAL FURRING OVER PEMB STRUCTURE HIGH IMPACT EIFS UP TO 7'-0„ EIFS: 1-1/2" THICK MIN (MEDIUM SAND FINISH) OVER 5/8" DENSCLASS OVER 1-5/8" METAL FURRING OVER PEMB STRUCTURE HIGH IMPACT EIFS UP TO ) )N 3-5/8" L S rUDS Q 24" OC Sto EIFS NExT Termination at Grade: Sheathing over Foundation FLASHING DETAIL NO SCALE WALL SECTION SCALE: 3/4" = 1'-0" --PORTING STRUCTURE STRAFE GOLD FILL WITH STO AIL MESH GOLD COAT ADHESIVE INSULATION BASE COAT AND MESH FINISH i COLD FILL WITH STO AIL MESH i GOLD COAT IR'fER TRACK WITH WEEP -ES ) GOLD FILL WITH STO AIL MESH WRAPPED )ER SHEATHING ONTO JNDATION GOLD COAT 1NDATION WATERPROOFING 'PED OVER S!O GOLD GUARD Notes: 1) Protect wall assembly from rising damp. 2) Terminate system a rninirnum of 8" (200mm) above grade or as required by code. 3) Direct sprinklers away from the wall. 4) Protect the wall from dirt accumulation by covering exposed earth where back splash may occur. 5) Provide ulra—high impact resistance (Sto Detail 1.00b)to a minimum height of 6'-0" (1.8rn) above finished grade at areas accessible to pedestrian traffic and other areas exposed to abnormal stress or impact. 77 LM Sto Gold Coat and Sto Gold Fill are registered trademar.s of Sto Corp. OTAKInliff' CEAW LaCTAI nnn( InIC TOP OF PARAPET FRAMING — 22-U" `r ' — — — PRECAST FOAM TRIM BACKER ROD & SEALANT EIFS: 1-1 /2" THICK MIN (MEDIUM SAND FINISI.1) OVER 5/8" PLYWOOD SHEATHING OVER 6" 18 GAUGE METAL STUD FRAMING ROOF FRAMING HIGH POINT c� N.. EIFS: 1-1 /2" THICK MIN (MEDIUM SAND FINISH) OVER 5/8" PLYWOOD SHEATHING OVER 6" 18 GAUGE METAL STUD FRAMING HIGH IMPACT EIFS UP TO 7' —0" - BACKER ROD & SEALANT _FINISH FLOOR 0'-0" (REFERENCE) 01 Q GALV., METAL CAP FLASHING OVER PLYWOOD CAP r ) I 4` I I I I I I f— — FRAMING BY PEMB MFR 26 GAUGE, GALV. BACKSHEETING i i I I 1 I ' DI I FLASHING BY PEMB MFR I I I I I i I I STANDING SEAM METAL ROOFING PURLINS, SIZE & SPACING BY PEMB MFR 12 11/2 2FRAMING BY PEMB MFR 3" VINYL REINFORCED METAL BUILDING INSULATION I I I I I I I I 1 EIFS: 1-1/2 THICK MIN. (MEDIUM SAND FINISH) OVER RDIEAL SPRAYED -MEMBRANE MOISTURE I BARRIER OVER 5/8" DENGLASS SHEATHING OVER LT GAUGE FRAMING 1 1 ' I ' I ' I ' 3" VINYL REINFORCED METAL BUILDING INSULATION ; I C LINE OF COLUMN BEYOND 8" GIRTS \ ' REFER TO METAL BUILDING DRAWINGS - I I I @ I I I � •- 1 I ' 1 I , I , I , EIFS: 1-1/2 THICK MIN. LAY -IN ACOUSTICAL TILE (MEDIUM SAND FINISH) OVER SPRAYED -MEMBRANE MOISTURE BARRIER OVER 5/8" DENGLASS SHEATHING OVER METAL BUILDING PANELS (REVERSE APPLICATION) — I 1 I I I 1 I , 1 . I -� 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS W/ 1" I , RIGID INSULATION IN BETWEEN I , I , I I I , 1 I 1 1 1 I I I I I I I I 1 1 I I ' I ' I 1 ' 1 ' I i I I , I , I , I , I , I 1 1 , I 1 I I 1 I CHANNEL — I I I 1 I I SLOPE 1/8"/12" 1 BACKER ROD & SEALANT I -- - _ v v q ° a. 4 a a4•,v ° v , a Q , a v '4- 4 e 4 - _ a . /— — - _ — — — a, .4 v4 - . ! v 4! �.a a- III —III— 's ° / • . • (-I � I III - - : ' � ': • -It: - a -° v a ! COLUMN PAD BEYOND SEE STRUCTURAL WALL SECTION SCALE: 3/4" = 1'-O" 6-MIL VISQUEEN VAPOR BARRIER EMAIL: drodd1@mckeeconstructionco.com Florida License CBC 048972 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017726 REVISIONS Ft SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 4 NO RSEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE WALL SECTIONS PROJECT NO: AD-2005-12 SHEET NUMBER * 5 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS -LIFE SAFETYA3 SHEET SET: LOTS 3-4 SECTION SET J PRINT DATE: 14 OCTQBER 2005 EMAIL: drodd1@mckeeconstructionco.com Florida License CBC 048972 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORL-ANDO, FL.ORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 a 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32.771 SHEET TITLE INTERIOR ELEVATIONS PROJECT NO: AD-2005-12 SHEET NUMBER A401 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-A4.1 SHEET SET: LOTS 3 4 SCHEDULES PRINT DATE: 14 OCTOBER 2005 REFLECTED OILING PLAN LEGEND LIGHTING FIXTURES 24" X 48" LAY -IN CEILING GRID WITH 4-BULB FLUORESCENT FIXTURE F=—= V X 4' SURFACE MOUNTED 2-BULB FLUORESCENT FIXTURE 24" X 24" LAY -IN CEILING GRID 1:1 WITH 4-BULB FLUORESCENT FIXTURE 0 RECESSED INCANDESCENT SPOT O VP VAPORPROOF / WET AREA SPOT 0 0 RECESSED DIRECTIONAL SPOT 8' 2-BULB, STRIP -TYPE FLUORESCENT I -� 4' 2-BULB, STRIP -TYPE FLUORESCENT METAL -HALIDE HIGH BAY -t�- SURFACE MOUNTED INCANDESCENT WALL -PACK HVAC FIXTURES 24" X 24" DIFFUSER z24" X 24" RETURN AIR GRILLE ® 12" X 12" DIFFUSER �] 12" X 12" RETURN AIR GRILLE �C] 12" X 12" RESTROOM EXHAUST FAN LIFE SAFETY FIXTURES 0 ® EXIT LIGHT, SHADED AREA DENOTES VISIBLE'EXIT' SIGN FACE O�D CEILING -MOUNTED SMOKE DETECTOR OH HEAT DETECTOR REFLECTED CEILING PLAN CLG FINISHES & HEIGHTS 1 GYPSUM BOARD FINISH =. UNO 1 2 ml EIFS FINISH UNO NOT 3 2X4 ACT LAY -IN TILE/GRID USED 9 -0 ll 4 -}— 2X2 ACT LAY -IN TILE/GRID UNO 9'-0"UNO 5 BULKHEAD, PAINTED GYP BOARD 6 EXPOSED STRUCTURE, OPEN TO DECK 7 SOFFIT PANEL NOT USED 1 $° CEILING HGT, AFF CEILING MATERIAL REFLECTED CEILING PLAN -TYPICAL UNITS SCALE: 1/4" = T-0" OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407,650.3735 FAX: 407.660.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 Et 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE REFLECTED CEILING PLAN TYPICAL, UNITS PROJECT NO: AD-2005-12 SHEET NUMBER A691 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-A6.1 SHEET SET: LOTS 3-4 FLOOR PLAN PRINT DATE: 14 OCTOBER 2005 S e EMAIL: drodd1@mckeeconstructionco.com Florida License CBC 048972 013 ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PFI: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET - PROJECT LOTS 3 Et 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE DOOR & FINISH SCHEDULES PROJECT NO: AD-2005-12 SHEET NUMBER A8w 1 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-A8.1 SHEET SET: LOTS 3-4 SCHEDULES -- PRINT DATE: 14 OCTOBER 2005 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS W/ 1 " RIGID INSULATION IN BETWEEN — EIFS: 1-1/2 THICK MIN. (MEDIUM SAND FINISH) OVER SPRAYED --MEMBRANE MOISTURE BARRIER OVER 5/8" DENGLASS SHEATHING OVER METAL BUILDING PANELS (REVERSE APPLICATION) - SEE EXTERIOR ELEVATIONS FOR STONE OR EIFS CONDITIONS ABOVE WINDOW TRIM FLASHING — STOREFRONT jo I2U 5,. 13U mom: 4311 I 4 I I� STOREFRONT HEAD DETAIL EIFS SCALE: 3"= 1'-O" PAN FLASHING EXTERIOR SEALANT EIFS: 1-1/2 THICK MIN. (MEDIUM SAND FINISH) OVER SPRAYED -MEMBRANE MOISTURE BARRIER OVER 5/8" DENGLASS SHEATHING OVER METAL BUILDING, PANELS (REVERSE APPLICATION) 3" METAL BUILDING INSULATION CULTURED STONE PAPER -BACKED LATH SCRATCH COAT MORTAR SETTING BED TIGHT FIT MORTAR JOINTS SEE EXTERIOR ELEVATIONS FOR STONE OR EIFS CONDITIONS ABOVE WINDOW TRIM SILL DETAIL - EIFS /STONE SCALE: 3" = 1'-O" 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS W/ 1" RIGID 1 21 N CONT. CAULK 3/4" X 4-1/2" ENGINEERED LUMBER BLOCKING (JAMB SIMILAR) CAULK WINDOW FRAME WIDTH 4 211 LII J. 1 1� L 11 IIVI\ IYI II Y. `L /-ll 11 \IIYI� (MEDIUM SAND FINISH) OVER MOISTURE EXTERIOR BARRI RD VERB5/8E DENGLASS SHEATHING OVER METAL BUILDING PANELS (REVERSE APPLICATION) STOREFRONT JAMB G EIFS SCALE: 3" = 1'-O" CONT. SEALANT W/ BACKER ROD 5/8" GYP BOARD OVER 1-5/8" METAL STUDS PEMB CONT. CAULK 3/4" X 4-1/2" ENGINEERED LUMBER BLOCKING 4 4 - 5/8" GYPSUM BOARD ON 1 -5/8" MF-rAI STI Ind W / 1" RIGID I LII J. I 1/ L II IIVI\ IYi II Y. (MEDIUM SAND FINISH) OVER SPRAYED -MEMBRANE MOISTURE BARRIER OVER 5/8" DENGLASS SHEATHING OVER METAL BUILDING PANELS (REVERSE APPLICATION) STOREFRONT DOOR JAMB @ EIFS SCALE: 3" = 1'-O" EXTERIOR 4" THICK CONC. SIDEWALK TYP. SLOPE .24" / FT. a �< d 1 /2" EXPANSION JOINT FILLER — BACKER ROD SEALANT =��1 SILL BELOW ALUM. STOREFRONT DOOR TYP. INTERIOR ALUM. THRESHOLD SET IN CONT. SEALANT BED Q cl 4" THICK CONC, SLAB SEE - STRUCTURAL DWGS. < a < STOREFRONT SILL DETAIL SCALE: 3"= 1'-O" GYP BOARD OVER �8" METAL STUDS 3 F. CAULK OW METAL FRAME AND DOOR ETAL BUILDING INSULATION L BUILDING PANEL LII �: 1-1/2 THICK MIN. (MEDIUM SAND FINISH) OVER SPRAYED -MEMBRANE MOISTURE BARRIER OVER 5/8" DENGLASS EXTERIOR SHEATHING OVER METAL BUILDING PANELS (REVERSE APPLICATION) EXTERIOR PEMB HEAD/JAMB DETAIL SCALE: 3"= 1 '-O" ;INEERED KING & SEALANT EXTERIOR WEATHER STRIP ALUMINUM THRESHOLD HANDICAP ACCESSIBLE SEE DOOR SCHEDULE CONCRETE WALK OR ASPHALT PAVEMENT SLOPE DOWN AWAY X FROM BUILDING .24" PER ET. MAX. CAI SLOPE DOWN � a ° °° d d 14 a O °mod n a EXPANSION MATERIAL 1/2° I �I SEALANT BED EXTERIOR DOOR SILL SCALE: 3" = 1'-O" PRE -HUNG 'HOOD DOOR 3-1/2" CLAM SHELL CASING 3-1/2" CLAM SHELL, PAINTED WOOD DOOR CASING 5/8" GYP. BOARD • 3/4" X 4-3/4" WOOD JAMB �-.— WOOD STOP 2X4 WOOD STUD FRAMING AT 16" O.C. (DOUBLE JAMB STUDS) SHIM AS REQUIRED INTERIOR STUD HEAD/JAMB DETAIL SCALE: 3"= 1 '-O" OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407,650,3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et: SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 a 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE DOOR DETAILS PROJECT NO: AD-2005-12 SHEET NUMBER A8m2 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-A8.2 SHEET SET: LOTS 3-4 SCHEDULES PRINT DATE: 14 OCTOBER 2005 STRUCTURAL. (VOTES I. GOVERNING CODES: This design is based on the following codes: A. Florida Building Code, 2004 EDITION B. Building Code Requirements for Structural Concrete ACI 318 (2002 EDITION) C. Specification for the Design, Fabrication, and Erection of Structural Steel for Building, ASD Design method. D. Structural Welding Code D1.1 II. DESIGN LOADS: A. Wind load based on using the ASCE 7-98 "Minimum Design Loads for Buildings and Other Structures" methods of calculation for wind pressures and the following factors: 1. Mean Roof Height of 15'-0" 2. Wind speed of 120 MPH. 3. Exposure Category 'B'. 4. Importance factor of 1.0 (Building Category II). 5. Internal Pressure Coefficient of +/- 0.18 ("Enclosed" building). 6. This building is NOT IN A WIND BORNE DEBRIS REGION as defined by Florida Building Code. B. Roof live load of 20 PSF with allowable load reductions based on area as outlined in the Florida Building Code. C. Roof dead load per metal building manufacturer. D. Roof collateral load (superimposed dead load) of 5 psf (includes wet sprinkler system). E. Allowable soil bearing of 2,000 PSF. III. SHOP DRAWINGS: A. When shop drawings are required (3) copies minimum shall be submitted with (1) copy to be retained by the reviewer. Contractor shall allow for (10) ten business days for shop drawing review. IV. DRAWINGS AND SPECIFICATIONS: A. Do not scale these drawings for dimensions not given. Advise Project Architect of any conflicts between these drawings and the Architectural drawings. Verify all field conditions and confirm column locations in respect to architectural wall alignment prior to the start of work. B. These drawings are to be used in combination with the architectural, mechanical, plumbing and civil drawings. Refer to these other drawings for details that relate to structural components. C. These construction documents have been prepared from the most complete information available to the engineer. All data on existing construction conditions are approximate & shall be verified prior to commencing work. D. The contractor shall comply with the manufacturer's instructions & recommendations to the extent -printed information are more detailed or stringent than the requirements contained in the plans. E. The plans show the location of all fixtures & equipment & are intended to convey the general intent of the work in scope & layout. They are not intended to show in minute detail every & all of the accessories intended for the purpose of execution of the work, but it is understood that such details are part of this work. F. The Contractor shall perform no portion of the work at any time without Contract Documents or, where required, approved shop drawings, product data or supplemental details for such portion of the work. G. The Contractor is responsible for means and methods of construction to ensure the safety of the building until the structural system is completed. The structural system is unstable until all connections have been made and all concrete has reached the minimum design strength as specified in these drawings. V. CONCRETE: A. Concrete strength requirement: 1. 3000 psi: Foundations, slab -on -grade B. Maximum Slump: 4" (+/- 1 ") for all concrete, except use 8"-11" for filling cells in block. Fly ash, if used, shall not exceed 20 % by weight of total cementitious content. Slump limits shall be strictly adhered to. C. The concrete shall contain the maximum size aggregate permitted by ACI Code up to 3/4" maximum. The guidelines for maximum aggregate size are not greater than 1/5 the narrowest opening in the forms, and/or 1/3 the depth of the slab. D. Concrete formwork: Concrete formwork shall be in a clean condition for use as finished surface forms. Forms shall not be removed until the concrete is of sufficient strength to support its own weight and proposed construction loads. E. Minimum Concrete Cover Concrete permanently exposed to earth = 3 inches. Concrete exposed to earth or weather = 1-1/2 inches Concrete not exposed to earth or weather = 3/4 inches F. Concrete must be batched, mixed, and transported in accordance with The Specifications for Ready -Mixed Concrete ASTM C94. Concrete shall be placed with -in 90 minutes of batch time. G. Expansion and Contraction Joints: Floor (contraction) joints shall be saw cut or prefabricated at a maximum spacing of 2 to 3 times the slab thickness in feet (i.e. 8'-12' o/c for a 4" thick slab). These contraction joints shall be approximately 1/8" wide and extend to a minimum depth of 1/4 the slab thickness. A 1/4" perimeter expansion (isolation) joint shall be used at floors adjoining walls and around all columns. These isolation joints shall be formed by installing an asphalt impregnated fiber sheet that extends the entire thickness of the slab. VI. CONCRETE REINFORCEMENT: A. Reinforcing steel bars shall be Grade 60 (60 KSI ASTM A615) steel and tied with drawn steel wire. B. Welded Wire Fabric shall conform to ASTM A185. C. Placement of reinforcing steel shall be as shown on plans and per the "Manual of Standard Practice for Detailing Reinforced Concrete Structures", ACI 315 manual on placing steel reinforcing. D. Provide minimum lap splice of 48 bar diameters, but not less than 18 inches, for all reinforcing bars, unless noted otherwise. Stagger splices in adjacent bars at least 24 inches, except in beams and columns. E. In wall footings, grade beams and bond beams, provide bent bars at corners and intersections of the same number and size as the straight bars. VII. CAST IN PLACE CONCRETE: A. The concrete supplier shall provide mix designs of all concrete used in structural applications clearly identifying their intended use (i.e. "slab -on -grade"). B. When pouring against earth, the embankment shall be wetted first and all pours on direct sun days will be misted at least twice following initial set. Isolation joints shall be provided at all columns and expansion felt at the perimeter of the slab. C. Finish on the surface of floor shall be machined troweled followed by hand finishing as required. D. Exterior walks and parking areas to be light brushed finished. E. Curing of concrete shall be in accordance with ACI 318. Vill. FOUNDATIONS: A. Maximum soil bearing pressure used for design ....... 2000 PSF B. Prepare subgrade in accordance with Geotechnical Report No. 05618 dated August 23, 2005, prepared by Bechtol Engineering and Testing Inc. C. Notify Engineer if footing excavation reveals unsuitable or unstable soils, or materials or conditions not anticipated in the original Report. D. Concrete placement shall occur immediately after footing excavation & placement of reinforcing steel. Any freestanding water shall be pumped out of footing excavation prior to concrete placement E. A qualified testing laboratory shall be retained to perform the following minimum in -place density tests: This suggested testing shall be used in absence of a testing program suggested by a soil engineer as contained in a soil report performed for this project. 1. One density test for each 2,500 square feet of compacted subgrade. 2. One density test at each column. 3. One density test per 50 feet of wall footing. IX. PRE-ENGINEERED METAL BUILDING: A. The metal building shall be designed, fabricated and supplied by a manufacturer who: 1. Has at least five years experience as a metal building fabricator. 2. Is in "good standing" with the "Metal Building Manufacturer's Association" (MBMA). 3. 1 currently a AISC approved fabricator, Category MB (or better) B. The metal building design shall be based on the same loading requirements as outlined under the "design loads" section of this specification. The design of this building shall be performed by a registered Engineer licensed in the State of Florida. C. Complete erection drawings shall be submitted for approval prior to fabrication, showing all anchor bolt settings, transverse cross sections, sidewall, endwall and roof framing, flashing and sheeting, and accessory installation details. Design calculations shall be submitted with shop drawings, signed and sealed by a registered Engineer licensed in the State of Florida. D. The metal building design engineer shall submit loading which the metal building will impose on the building foundations and slabs. E. Metal building manufacturer shall determine anchor bolt diameter. The Avanti Group, Inc. shall determine length and type of bolt. F. Foundation design reactions have been shown in these drawings. If the metal building manufacturer determines reactions that are greater than these shown in the drawings, the Project Architect shall be notified immediately. X. FIBROUS REINFORCING: (ALTERNATE TO WELDED WIRE MESH IN SLAB -ON -GROUND) A. Reinforcing fibers shall be virgin 100 % polypropylene collated fibrillated fibers, specifically manufactured for use in concrete. Fibers shall have the following minimum properties: 1. Specific gravity: 0.92 2. Modulus of elasticity: 500 - 700 KSI. 3. Tensile strength: 70 -110 KSI. 4. Length: 3/4". B. Fibers to be added in manufacturer's approved amount with a minimum of 1.5 pounds per cubic yard for polypropylene. C. Concrete to be mixed in accordance with fiber manufacturer's recommendations for uniform and complete dispersion of fiber bundles in to single monofilaments with -in concrete. D. Fiber reinforcing shall be used in concrete slabs -on -ground only, and not in precast plank or metal deck topping. ROOF WIND UPLIFT PRESSURES UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE ZONE < 10 SQ. FT. < 20 SQ. FT. < 50 SQ. FT. < 100 5Q. FT. a 25.9 PSF 25.9 PSF 24.3 PSF 23.7 PSF lfl 43.4 PSF 30 P5F 32.5 PSF 28.1 PSF El ro5.4 PSF 54.4 PSF 39 PSF 28.1 P5F POSITIVE WIND PRESSURE ON GLAZING C`Irl' WALL COMPONENTS ZONE POS. PRESSURE POS. PRESSURE P05. PRE55URE P05. PRESSURE < 10 SQ. FT. < 20 SQ. FT. < 50 SQ. FT. < 100 SQ. FT. 25.9 PSF 24.8 PSF 23.7 PSF 21.5 PSF a 25.9 P5F 24.8 P5F 23.7 P5F 2 1. 55 PSF NEGATIVE WIND PRESSURE ON GOING � WALL COMPONENTS NEC. PRESSURE NEC. PRESSURE NEG. PRE55URE: NEC. PRESSURE ZONE < 10 SQ. FT. < 20 SQ, FT. < 50 SQ. FT. < 100 50. FT. E 28.1 PSF 27 P5F 25.9 PSF 24.8 P5F 34.7 PSF 325 PSF 29.2 PSF 27 PSF DESIGN LOADS WIND LOADS ARE BASED ON ASGE 7-38 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" USING THE FOLLOWING CRITERIA: 1. WIND SPEED OF 120 MPH. 2. BUILDING IMPORTANCE FACTOR OF 1.0 (BUILDING CATEGORY II). 3. "ENCLOSED" BUILDING GLPSSIFICATION (GGpI 4. BUILDING EXPOSURE CATEGORY 'B'. 5. MEAN ROOF HEIGHT LESS THAN 30-0". G. ROOF ANGLE OF LESS THAN 10 DEGREES. WIND ZONES ON STRUCTURE (NOT VALID WITHOUT 5F A) CONSTRUCTION CO. GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 EMAIL: drodd1@mckeeconstructionco.com Florida License CBC 048972 AVANTI GROUP PROJECT #: 05-015 THE AVANTI OROUP, INC. ENGINEERS PLANNERS DEVELOPERS 1030ro Woodberry Rd., Tampa, Florida 33010 Phone: (813) E355-2884 Fox: (813) G55-2886 EMAIL: dochonocher9tompobay.rr.com 1._:E�11:Jr"',(>~%..ir'i<:../-':'•�i::'.,.,i:,,.j'T,..IrJ%'.I�rw,Tif.J`•�11'��-i<.�.:;•::�'>,.'::�7 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS 8t SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 a 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE STRUCTURAL NOTES Et WIND PRESSURES PROJECT NO: AD-2005-12 SHEET NUMBER A SO DRAWN: KRM CHECKED: DMS LAYER MANAGER: SHEET SET: PRINT DATE: OCTOBER 14, 2005 - — - L 1 1 2 3 4 5 © C? 8 �9) �0 11 12 2-12' r I 22'-0' 25'-0' 25'_0' 25'-0' 25'-0* 25'-0' 5-2 5-2 ----- -- i i —------- — I n i —------- — i i —------- — i i — ---- -- — i i------- i � i ------ -- i A i —------- — —— — — — — — — — i i —— — — — — — — — i i -- ----- / r — V �%-- -- -- --- -- -- -- -- -- -- \o� I I I I I I I I I I I I I I I I I I I I I I t l F2 — / ` F2 — I F2 — / F2 — F2 — / L F2 — / \ F2 — / — \ F2— m r r F1 3 I I I I I I I I I I I I I I I I I I I I I I I 2 TS -2 � i 1IIIiu Poll I'I�, ,II; s-2 I�i�uirRtiii s I I I I I II I I I I I I I I I I I I I F_ A Fl J 7 1 I I I I I I I I P L I I / I F2 F2 r2 r2 r2 I \ bil F2 r2 F2 r2 F F2 I \ 1 il" I\/ I I I I\ _/ I I v I I\ I I/ I I I I`/ I ______ I �./ I ______ I v I ___ L __--- --J L--------- —J - L—------- —J �--------- --1 L— ---7--- D _ — g ----------------- ----- L- G-F1 F1 � L---�1---r1�---J 4 3 �\---------- �L--- �1---r1 ---L Fl &--4- L---J��J " r ,----------- - -------_I S 2 S 2 \ / FLOOR SIB: E F;-----------J a F• --------J I--------J L-------------------1 \\ � F11 ,� / �1"' CONCRETE SLAB (F'c 3,000 PSI ,� _ — C MIN.) WITH 0 X 6 10AO WIRE MESH ON 0 MIL VAPOR BARRIER ON I S 2 I I I 19, TERMITE TREATED COMPACTED I I I I SUBGRADE (0-CONTRACTOR'S OPTION: 1 4 2 6 FIBER MESH MAY BE USED IN LIEU 9 0 OF WELDED WIRE MESH. CONCRETE SUPPLIER SHALL PROVIDE 5UBMITITAL5 FOR THE ENGINEER TO REVIEW SHOWING AN APPROPRATE D05AGE OF FIBER ME5H WHICH MEETS OR EXCEEDS THE FLEXURAL STRENGTH OF THE WELDED WIRE MESH. FOUNDATION PLAN SCALE: 3/32" - 1'-0° NORTH �F7 FOUNDATION DS E SCHEDULE CONTRACTOR NOTE CONTRACTOR SHALL USE METAL BUILDING 3'-0" 3'-0 MANUFACTURER'S PLANS FOR COLUMN AND ANCHOR BOLT PLACEMENT. SEE DETAIL 5/5-2 FOR ANCHOR BOLT SIZES. 1. THE BOTTOM OF ALL FOOTINGS SHALL BE (1'-O") MIN. BELOW FINISHED EARTH GRADE. l A FLORIDA REG. K E33131 (NOT VALID WITHOUT S� ) LENGTH WIDTH DEPTH TOP CENTER BOTT 2005 DAVID M. SCHONHER, P.E. " 1'-10" (3) 5 BARS E.W. SEE DETAIL 4/5-2 O OM REMARKS - - F2 5-O" � -O" 1'-10" - - (r- o) nB BARS E.W. SEE DETAIL 4/S-2 FOOTING SCHEDULE MARK SIZE REINREINFORCEMEN_T 0 AA T 510N 510N REACTION CONSTRUCTION CO. GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FI_ 32771 PH 407 3231150 FX 407 323 9304 EMAIL: drodd1@mckeeconstructionco.com Florida License CBC 048972 AVANTI GROUP PROJECT IT: 05-015 THE AVANT'I C120Up, INC. ENGINEERS , PLANNERS + DEVELOPERS 10300Wvodberry Rd„ Tampa, Flarlda 3301D Phone: (813) ro55-2884 Fax: (81.3) ra55-2880 EMAIL: dschonacher@tampaoay.rr.com 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 8FOUNDATION t FLORIDA LICENSE NUMBER AR0017725 REVISIONS art SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 GONT�AGTION JOINT 1/8" WIDE SAW GUT TO BE MADE NO LATER THAN 24 HOURS AFTER PLACEMENT OF CONCRETE SLAB. GUT SHALL BE 3/4" (MIN.) TOP OF SLAB DEEP FOR 4" SLAB. FOR 5" GONG. SLAB, GUT SHALL BE 1 1/4" (MIN) DEEP AND GUT SHALL 1 3/8" (MIN.) DEEP FOR G" SLAB a. a n . Q 4 x a n Q. GONTRAGTION JOINTS ANCHOR BOLT 5GHEDULE ANCHOR BOLT DIA. LENGTH (L) 5/8" 8" 3/4" 10" 1" 12" 1 1/4" 15" TOP or FOOTING/PIER AT CONTRACTOR'S OPTION DOUBLE NUTS MAY BE USED IN LIEU OF TALK WELDING THE PLATE WASHER TACK ASTM A36 STEEL 3000 psi GONG. (min.) 1ANGHOR BOLT DETAIL SGALE: 3/4" = 1'-O" NOTE: DIAMETER SHALL BE DETERMINED BY METAL BUILDING I`1ANUFAGTURER. f U� m� W u- �z J 3" SQ. BY%" THICK WASHER LOCATED AT END OF HEADED ANCHOR BOLTS SCALE 3/4' = T 0" AGI STD. 90 DEG. HOOK 5 REBAR AS SHOW HAIRPIN REINFORGING PAVING OR GRADE PER CIVIL PLAN ° J° ° 14 4 a. I- - —1 I MI I I— 11- TO - SGALE: 1/4" = T-O" GONG, SLAB PER PLAN MIL. VAPOR FI R BARRIER O" QLLJ (2) #5 BA25 GONT, U� m� PERIMETER FOOTING @ ENTRY SLAB SCALE: 3/4" = T-O" GONG. SLAB PER PLAN '4 a ___ I= =1 11- a z III 6 MIL. VAPOR ILL ow 1,^O BA2RIcR l� -A ILI (2) #5 BARS CONT, PERIMETER FOOTING SGALE: 3/4" =1'-0" 6"(MIN) EXPOSURE BETWEEN SLAB GRADE METAL BLDG. GOLUMN CONCRETE SLAB PER PLAN HAIRPIN IF REQ., SEE PLAN ° 4. o ° d° o a °. . 4 A a a _I I =1 -� I I= • ° 6 MIL VAPOR BARRIER — I i _—— _ —_= __ — —_ 1=1 � ri I —I 11 ,NOTE: F OOTING SCHEDULE EXTEND 6 MIL VAPOR FOR SIZE C REINFORCING BARRIER UNDER COLUMN PADS PERIMETER COLUMN FOOTING SCALE: 3/4' - 1'-0" A1.G0 NA005 , P.E. FLORIDA PEG. # 63131 (NOT VALID WITHOUT SEAL) FMOK" CONSTRUCTIONCO. GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 EMAIL: drodd1@mckeeconstructionco,com Florida License CBC 048972 AVANTI GROUP PROJEG"r #: 05-015 THE AVANTI GROUP, ING ENGINEERS PLANNERS DEVELOPERS 10306 Woodberry Rd., Tampa, Florida 33610 Phone: (813) 655-2884 Fax: (813) 655-2886 EMAIL: dschonacher@tampaboy.rr.com 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PFI: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS a SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 a 4 NORTH SEMINOLE BUSINESS CENTER. 3991 W 1ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE STRUCTURAL DETAILS PROJECT NO: AD-2005-12 SHEET NUMBER Sm2 DRAWN: KRM CHECKED: DMS LAYER MANAGER: SHEET SET: PRINT DATE: OCTOBER 14, 2005 e COND. A01 COND. A02 5 TONS 4 TONS FRES Af K-FR HAIR INTAKE TO -, LW INTAKE TO Imo--1 3 1 10x6x6 Z _ 10x6x6 130 COFM CFM 110 CFM 's ap0�•-., CFM 150 C160 FM Tfb �.•••�10 18"O �. 6"0 CFM I ............ TO-7— 1!., -'uN N r � . ♦ � 20x14 1 1 14xl4 N 10"0 - 8x4x5 ® ® 8x4x5 x '••� ' ' 60 CFM 70 70 60 CFM 2 ' ,.�111/ CFM CFM 4119------ �. 250 CFM 9 0 -, TOIf : 160 CFM 14"O C s - r - r---, --;- F 14" O '------- -- - --- •I ll 10x8x7 10x8x7 all I- -• / 16x14 60 CFM 60 CFM 100 CFM 200 TO 140 140 ; 140 CFM ' CFM CFM CFM . -400 ..8"0 + 14x12 • T'O 7"0-1 12x10� CFM �T10 F10 0 Ell TO' 170 30 130 8„O CFM CFM TO �T'O LJ CFM 140 CFM t g V-:N ..... r ........ 8 .0 CFM 1 1 130 C130 FM �T'O . r 0 4 I .Q I I z z I � � I ----------------------------------- �I H _ LLJ z u 1 T AO,HVAC UNIT A06 N 4-TON X = FRESI4 AIR - i-0,O'er INTAKE TO 1Ox6x6 100 CFM 16"0 \�!J 14xl4 0 ® 8x4x5 70 60 CFM CFM CFM 4119... -�101 14x12—fh 110 CFM -6"O 150 CFM 9"0 JI—TO , N 7 N 160 CFM 10x8x7 all - • -- 60 CFM 140 ; 140 CFM — ; CFM TO7`- 420 "------® 12x10- CFM T'O 10 O ,V • S•I.. _. �1N T'01 V � , � V : x , , V T T'0—t It—T'0 N 140 CFM 130 '130 CFM r CFM ' t O - o I a I F., I z_ I I --------- -- H HVAC UNIT A03 'HVAC UNIT A04 HVAC UNIT 601 4-TON 4-TON 5.5-TON ICK��� FRESH AIR � �x s FRESH AIR FRESH AIR INTAKE TO INTAKE TOIP INTAKE TO _ 100 TOx6x6=3- - F 10x6x6 _ 10x6x6 CFM r 100 110 CPM C0M 110 ,CFM - 260 CFM .-�IU� _ •., \ CFM 150 200 �UII�•'' CFM 150 6"O '. \ 6 0 CFM CFM CFM J��• 16"0 a � 16"O 9110 ' i•�� �1�r' .i • _ _ ......... -- - 2 16- •z4x1z .. Z— N �[�- 9,.0 TO ; zgxt z Tfb Nlrf.-.:i L'"�- N�14x14 14x14 : • N ,— '�-�p���� _ ¢ ' 8x4x5 ®( JZ 8x4x5 20 _ -_---_ - 9 0 N 60 CFM 70 70 60 CFM ' ........ Milo CFM CFM «11*...... , , `• 160 -.. — -' ; 160 '� 1-Ll ..... flI1O 8x4x5 �—,.- 70 10x8 10"0 10"0� `- CFM 14 O r-r--- r----TFIy[ CFM 7 O �® 14"O CFM - --_I_ .� 150 -�.• 24x IZI V •-"j 12x12x7 12x12x70 7 CFM ® 1 ....... 14xl2 14X12 ••---- r - CFM 8" 0 10x8x7 1Ox8x7 all ,• 360 WOJ - g 60 CFM 60 CFM CFM w 16"0 Fli 9 140 TO 16x14 140 140 —140\\) CFM •.......... - 14x14 ..,.,..•' 140 CFM � CFM CFM � 150 _.� � T'0 �, ........ I"` �� �- _ ........ -� CFM 10x10 — 10'0 TO CFM �400 r 400 T'0� ICFM 12x10�7"O T0-112x10 ' CFM T'O .' } 10 10 0 : >= N N L N • •\�.�. • •�.., i .1 T 0�.,, , ., ,s— 8"0 10" O 0-- 8"0 '+?— 8"0 ' - 8-0 c •�T'O,', . 140 7 TO f T'0 T-0-4 k—T'O 140 CFM CFM VVV • _ 160 160 160 160 �- +•. �,-..---. ' - _•,� CFM CFM CFM CFM -• 130 130 130 130 •�T'0'. 7101CFM CFM CFM CFM 4 o I a l Q I I L� I Z Z I H--------------- rL D HVAC UNIT A07 HVAC UNIT A08 4-TON 6-TON mj'�'O,b FRESH � FRESH AIR INTAKE TO •- �-INTAKE TO 10x6x6 10x6x6 110 COFM i 100 160 CFM 3 = CFM CFM 150 300 6" O-- .•--{apptJ - �IO� ...,. TO CFM CFM 16"0 = = 20"0 •P71• N01.0". 24A112 L9.0 ' • : el.] O 14x140 Ox16 •;c 12"0 N ' 8x4x5 ®! ® 8x4x5 60 CFM 70 70 60 CFM •-----�11� CFM CFM ally-• II 160 _ Ox1 ............. .., . 160 r CFM 14"0 14"O '••. CFM #r- - C . 12x12x7 12xl2x7 140 ••--. 14x12 I TO TO CFM ----" 11o60 CFM 60 CFM r" �1- ' ' 16x14 140 `- ; 140 000 315 CFM �l- CFM CFM _ CFM ®"...... v 420 ®- fi n• --.. ' 12x10 1 —1 - 14,14.. "0 7"O CFM 7"0 7"O - 9"O- �120 10"0- X FM N N 24x120" 24x12 •.L •�10' x9 ��•' 160 16t1 24x12 140 t 7-0-0 *-- TO 220 CFM CFM, CFM 8"O CFM pi (Z T'0 -� 130 130 L r O CFM CFM 8 0 IT V I Z z I ------------------------------------ H HI PAR"'TIAL MECHANICAL PLAN SCALE: 1 /8" = 1'-0" HVAC UNIT B02 5.5-TON Q FRESH AIR INTAKE T'O � °-fETx6� 100 100 CFM 260 CFM lumRl I `• 24x12 6 6 110 160 CFM 150 CFM CFM 6"0- ♦ — 8"0 •• •• 7-0 4FA9.0 HVAC UNIT AO VAC UNIT A06 4-TON # 4-TON Q. iffi tESH Ej(R w m FRESH AIR TAKE 0 i r INTAKE TO 10x6x6 - 10x6x6 100 100 CFM CFM CFM 14x14 v... 'U 14x14 8x4x5 ® I ® 8x4x5 60 CFM 70 70 60 CFM 1 •--fl110 CFM CFM ally----• 8x4x54119,,,.,,.- x' L 140 160 r-I 10" O 10"0 1 Ux870 T 0 CFM CFM ®CFM [� x12 ® �=-05 --= 12x12x7 12x12x7 70 I 14x12 ®CFM -1- 14x12 I 8,. _ 340 8x4x5a199 ........ -�10"0 000 CFM .•.,... 11oIO CFM 60 CFFMalll --•-- i- CFM ; 16"0 ; 16x14 .---�y7„0 140 140 ...... ""- 1 14x14 - - CFM ; CFM CFM 1 140 T'OT_ �TO ET.,.er..-... -- 140 ! CFM CFM[:T ......,. ` •' - , i 4 T'O 12x10 TO T'O 12x10 F i C 10,10 x�Ff v : [V � 160 160 CFM CFM � � v v T 10"0 8"0 —x �7"0 ? ' tV ®'- i L i i • � 140 TO-0 f —TO TO-4 4—TO CFM 160 160 , CFM CFM ........ -•-kLA 130 130 130 130 7 '0 CFM CFM CFM CFM ' ririii'r r � li-1- I Q Q I I Z Z I I D I i ---------------- e �I W z Z V PARTIAL MECHANICAL PLAN � scnLe. ve.=r-o. — OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORL.ANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 / FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 Et 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE HVAC PLAN PROJECT NO: AD-2005-12 SHEET NUMBER DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-M2.1M291 SHEET SET: MECHANICAL SETA PRINT DATE: 14 OCTOBER 2005 =l 130 CFM 160 7"0 CFM ♦ ff . ♦fff ♦♦� ••#~mwwwwwwwwwwa 7"0 X N COND. A01 COND. A02 HVAC UNIT A03 HVAC UNIT A04 5 TONS 4 TONS 4-TON 4-TON ® C) Q ® C:) < Co FRES A[ a x x o FRESH AIR 00 `` INTAKE 7"0 FRESH AIR x F ESH AIR INTAKE 7" 0 l INTAKE 7" 0 l N AKE 7"0 10x6x6 100 CFM 18"0 • I I �Irlrlwlwi J L: PJ I nn- ' 20x14 10"0 8x4x5 N ♦' 60 CFM 70 w,ml1 CFM N 250 911 0 _■_ CFM 14"0 — I— — 1 t'♦ � MA . 12x12x7 i 91, 077 Orr 0--4 ■ 10x6x6 100 = CFM 110 CFM 150 6"0 16"0 CFM r r— ■ rr r 1 f, ♦♦♦ ♦ IIfrri♦�♦' � w~rr~rrrr 14x14 ® 8x4x5 70 60 CFM ' ■ CFM `�� �Qarrrrmrr ■ I Eff 1 r� t- - -� - 12x12x7 j........ 14x12 10x8x7 10x8x7 16x14 60 CFM 1160 CFM e 100 CFM ' /_/ ♦ r •♦ ■ i i 200 611 140 CFM = CFM .4,i~d.w.wwwa rrRrrr• a/ 77 8"0 14x 12 7110 400 w,�r CFM � 0-:T X ► ♦ ♦\ Nr.lw w riml Jim it T 1 i i 170 N �,ol 30 130 CFM 8"0 CFM ♦}�— CFM r� wmmr000000♦ . [E] 7"0 8"0 9rr0l ` N l7"0irlrir N N N 10x6x6 'I 100 110 CFM CFM CFM 16"0 ■ • w ,♦ a f ♦♦ r r\rlrlrl of _ ff •fA frwrwm i �♦� N 9r'0 711 /y / X �- ' �wialr+` 1 N 160 160 CFM CFM 14"0 14"0 mmw.wrr-Ir•♦rrmwm // 140 1140 CFM CFM � r m rr•r► ■ rwrwwararrrr r r 400 7"0 12x 10 � CFM 71'0 r I .1 n" 0 X lit �rl •rrrr /� � it ♦♦ ,1♦ ; f�rir t a a r �- ■ r70 a ■ r ■ t r r 711 ----- — q TO r 130 130 CFM CFM I" N O Z Z -----__-.----------------------------- ,N � N 140 CFM ♦ �f•rrrrrrr♦ 7"0 ENLARGED FLOOR PLAN -MECHANICAL /UNITS A-01, A-021 A-03 Et A04 SCALE: 1 /4" = 1'-0" D 14x140 8x4x5 F1 60 CFM 70 e ■. wwranaaEaD,<;,; CFM ° IILLLLLYYYYY ■ s♦ s TO 10x6x6 I s 100 CFM 110 CFM 1 `,♦ 6" 0 50 16"0 CFM O M ■ Iw,irm f/ � ♦♦ ♦♦ s♦ ♦ ♦\ � rrwrrrrrs u 14x14 0 8x4x5 70 60 CFM CFM 0Ug------- I "d � l__..._l__.._�zl L___J 57.�f ""'°"m 112x12x7 12x12x7 I.......... 14x12 14x12 bw.wme•mlmgx�0 060 CFM I60 CFM���almmmaw.. 14'0 140 CFM CFM ■ .- m rrrr ■ f f w�wrsrrrwmrrr'r ■ . +#�-wr w r • 400 �_� 7"0 1 CFM ;• 12x10 7110 s 10"0-- - f N X • q""w i fs 100 • ■ � ♦ a * r ram- ♦`♦`♦ s a r X, �T'o * ■ t 140 7"0 TO CFM ♦ f4wwmwrrrrr 130 130 7"0 CFM CFM 11 90 N n r- 1 7"0 � � N ' N A ■ �X _ N ■ ■ 160 CFM - 14"0 ■ rrrrr"'r 1/ 140 — � 140 CFM CFM •♦♦ ■ '•w4r r r • w a rr♦rr ■ mwrwrrrsirsaa r 400 7"0 12x10 • CFM 7"0 N - 10',0 F, • irl •rrw •r X ♦ ,. yam II r 1♦ ♦♦ ' L 10"� v ♦ a i ■ rr 7 110 X♦'ff ■ r , ■ Y � N 7110 4 4-7-0 140 r CFM f [77 �t•wrrswrrrr 130 130 CLIJ CFM CFM 7110 ® I � I � I Z I � I -q- CNi Q Ia I; dd a Co 150 CFM 150 CFM OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORL..ANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017726 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 14 OC'OBER 2005 PERMIT SET PROJECT L DTS 3 Et NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE ENLARGEU HVAC PLAN PROJECT NO: AD-2005-12 SHEET NUMBER M2*2 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-MZ.2 SHEET SET: MECHANICAL SET PRINT DATE: 14 OCTOBER 2005 40 FM 140 CFM c'J ca Q i dd Q co 8" 0 0 HVAC UNIT B01 5.5—TON FRESH AIR ,T INTAKE 7110 100 oX�6 I CFM 100 grar q� FM - 260 ♦. - CFM ■ r - . 8"e 9110 2 16 24x1 z 12 ■ 20"0 20x16 <, nn Irr Irl.glglqul�lqlqlqlqlqlwlqlrirlrlwlql �+lal}i� iN s ♦ 7110` N 10x8 10"0 10"0 I 150 r q *'1E 24x1 CFM i I - grrra 360 10"0 CFM r- TO 16x14 150 .. r aa..aarsff 14x14 CFM 10x 10 — 10" 0 . 19ee0 .; r\♦\ r- --------00 8x4x5 c M DO 70 CFM �008x4x5 aaaaaraa FEi r raawwrer•♦♦ 7"0 140 r— 7„ 0 CFM rlrlrldlglgl � \♦erl rArialriglrlglulr�.l ql.►,a, ■_ r ,♦ ■ �Irt eer � ♦ e n.��� r' s ■ ■ :♦ i i ,�— 8"0 10"0 — 8"0 4 — 8"0 A. 160 160 160 CFM CFM CFM off f� 10"Of. f 6— 8ee0 160 CFM ENLARGED FLOOR PLAN -MECHANICAL SCALE: 1 /4" = 1'-0" HVAC UNIT 1302 5.5-TON FRESH AIR /� �a INTAKE 7110 T _ 100 - m—l-oxf�x6 CFM 100 260 CFM-- wwrr CFM - ' :•a � ■ F ■ 9"0 • v ♦° ♦ff : ff \♦\WIN f .♦ 24x12 ' 20 6 9"0 f'f,a 0 8x4x500a-----rrr o ® CFM ,o ®c M 8x4x5 ��10a ----\ C-11 L 20x16 20"0 / Iglrldlrlglqlqlrl ql glalrlalalal Iglglqlr rl Wiq ql 16 „0, 160 CFM i-- V 0 ♦ ♦ 2 _ 140 L � N■ M M ♦. 10"0 10"0 10x8 N ; 7 0 CFM x12 340 r rrrrr - CFM 10"0 000 CFM 70 SsgrrNara a a ♦ 140 CFM 7e,0 ( ,-10"Q� 10i(10 L CFM , if L - ■ 1\♦\ , f ■ \♦\rwlr lees,wialalcelalalalaerlglrrtlglelglyr ■ �i f1, �4x-1-�j- � ♦w�f� _- _- f'f,0110 6 a, ■ • N i * '4' r,q, ■ ♦ N ■ i � � ♦o 8"0 8"0 d 8"0 ---4 10"0 8"0 - �♦ r PA 160 160 160 160 CFM CFM CFM CFM rraraaaar 140 7"0 16x14 14x14 CONDENSER UNIT SPECIFICATIONS 4-TON UNITS - (6) TOTAL 47,000 C 10.25 SEER 2TTA0048A300A / 30 AMP TWE048C14FC / 10 / 15 AMP BAYHTRL310A 7.45 KW@208V -AMPS 5-TON UNITS - (1) TOTAL 61,000 C 10.75 SEER 2TTA0060A300A / 45 AMP TWE060P 13 FB / 10 / 15 AMP BAYHTRL310A 6-TON UNITS - (1) TOTAL 69,000 C 9.70 EER 2TTA072A300A / 45 AMP TWE063P13FB / 10 / 15 AMP BAYHTRL310A 52-TON UNITS - (2) 'TOTAL 66,900 C 9.85 EER 2TTA072A300A / 45 AMP TWE060A300E / 30 / 15 AMP BAYHTRL310A THERMOSTATS (10) TCONT200AN 11 AA OB+ARCHITECTURE_ INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32301 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Ft SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 a 4 NO` RSEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE ENLARGED HVAC PLAN PROJECT NO: AD-2005-12 SHEET NUMBER M29 3 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-M2.3 SHEET SET: MECHANICAL SET PRINT DATE: 14 OCTOBER 2005 60 FM I 40 FM FM i Flo i A 1 1 1 1 1 2 HVAC UNIT A05 HVAC UNIT A06 4-TON 4-TON `O �O FRESH 4 � = FRESH AIR NTAKE T"0 --1 2 TP I- INTAKE TO 1Ox6x6 100 110 CFM CFM 150 6"0 CFM 16"0 ■ ■r t r i i. ♦ \s\.�r�r� i 1 rrrrrrrr ■ r�c.�fiF� N 7"00,9110 r� N � � N r e_ N e ■ r 160 CFM 14"0 _ r •� s �i ■ ii rr-..r■ e POP T_ I LF-d I *J 10x6x6 o 100 o = 110 CFM CFM �DD�rii•. 11 150 a 6 0 CFM 16"0 ♦; 1 r+ r 1 ♦f f }� �♦Ir,i ♦ ff I1i4j,_—.1 '0�, r ran 14x14 8x4x5 �] 60 CFM 70 .... r.. 000 CFM 14x14 r ■ Z 8x4x5 70 60 CFM ■ CFM 009 aawr■05110144r ■ 1 -IF ----' � (W 4I 1 I I -I11� 1► r'r'w`r'rrl 2X1 2X7 12x12x7 7"'' 14x12 11 14x12 91.0 N 7"0 N 160 CFM —14 110 f♦ f♦ rra■++*�' E HVAC UNIT A07 HVAC UNIT A08 4-TON 6-TON FRESH AtR x x o FRE H AIR NTAKE TO -, � 7 7 r- I NTAKE TO 1Ox6x6 100 0 0 10x6x6 110 CFM 100 CFM v o CFM 160 m �CFM 150 300 6"0 �U��'wr 11 ' 70 CFM o m CFM 16"0 20"0 ��: ■: - r ra rr a II� r * plwlglrr I � 1177 ii - — f♦ *4 0 iir�4�.4r ■_ `'1MIIrI '� l�a■www■w rp~♦'p`** 7110 24x-9110 12 �- r,eirim (— 14x14 I 20x16 ' . — 12"0.�� ■ �, N 8x4x5 8x4x5 ■ r ,r,al■,rf 60 CFM 70 70 60 CFM 1 2110 24x12 .......a fl00l CFM CFM i0014w- • 160 0x 14 E 160 CFM '_�O_. Y _ --- - � _■= pr, .r....r.rrr„i �,. --; o ' T11 ''i CFM 14"0 14 0 II ' 1 r 80 e rirrrriair, \ �----J L_---J ' r ire �♦ ` iii fF-1 12x12x7 12x12x7 - °"140 r'awrrra tj ®. 14x12 }- 14"0 7"0 CFM • 11 ..rrw..l.l 10x8x7 10x8x7 ILr.■r+. / rrr.■rwrl 10x8x7 10x8x7 r �00 60 CFM 60 CFM DO� I �00 60 CFM 60 CFM 00 140 140 CFM -- CFM rr+■ r ii a s r•nraarraaa■'" j irr rr ■ r r TO 12x10 7"0 i 10"0— ' r , N N �rrt VX � I wrhr r ♦� r r r �� � \ f♦` " 1 r r X 7 0► . r 140 7110 1— T'0 CFM % a r rrr • 130 130 4'�r..arrrrr► 7"0 CFM CFM 140 140 CFM CFM AN♦♦ ■ rrrr ■ +■0\7 r. rrrr■■■■■a a ■ \ 420 7 0) 12x10-j CFM 7110 r ■ � N E* /♦ ri ♦IV r r ■ r r ■ '�, 1 1 r u 1 r70 • r r ■ ■ r r r 7"0 7110 r ♦ � ♦ i i' � irr w � 130 130 CFM CFM 10"0 N i —10" ,N 140 CFM irirrrr■+�r♦ 7"0 ENLARGED FLOOR PLAN - MECHANICAL / UNITS A-01 I A-021 A-03 Et A04 SCALE: 1 /4" = 1 *4' " 40 -� 140 CFM CFM prp w ii 4. , aga9elawRrr■r ' iiAll .,-.. a r • 420 7"0 CFM q 1 1 12x 10 7"0 �Y/V� N (-4 vX rrrr . 011 ♦fr ♦ . �♦` r a • X %110 r r r 140 7"0 7"0 CFM Ir i ir4rmrrro`►� 130 130 7'0 CFM CFM ■ 16x14 i r 000 315 CFM — — CFM tooi of rr r■ ii "ar raarn■rrrarrf 7110 —n 14x14 1-9110 �20 '' FM- f 24x12 .,��,�^(i i 10"0 —!_LL_ _ -- trrlr,r, a • +'• 24x12 24x12 ■ . r i'i 91Y r r �i'i X9 1 � ♦ 1i ■, � r � 160 ; 166 z�Ix12 CFM )k11 CFM '�.� 220 8 0 CFM ♦ 7110 ' i�'rrprrar rr 8110 00 0 I Q zI � I ----------- 08+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.660.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS & SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LETS 3Ft 4 NOmm"ll'"H SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE ENLARGED HVAC PLAN PROJECT NO: AD-2005-12 SHEET NUMBER ie 4 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-M'L.4A2 SHEET SET: MECHANICAL SET PRINT DATE: 14 OCTOBER 2005 v � V a S Q- SIMPLEX RECEPTACLE Cl MANUAL FIRE ALARM PULL STATION DUPLEX RECEPTACLE FIRE ALARM COMBINATION AUDIBLE VISUAL DEVICE 75 CANDELA, MIN.), DOUBLE DUPLEX RECEPTACLE WALL MOUNTED @ 80"AFF, TO BOTTOM. ABOVE COUNTER DUPLEX RECEPTACLE FIRE ALARM AUDIBLE DEVICE, WALL MOUNTED © 80"AFF, TO BOTTOM DUPLEX RECEPTACLE, HALF SWITCHED ® HVAC RELAY FACP FIRE ALARM CONTROL PANEL ® SPECIAL PURPOSE RECEPTACLE FI "l35" HEAT DETECTOR. �- SINGLE 250V NON —LOCKING TYPE RECEPTACLE SMOKE DETECTOR TO FACP DUPLEX RECEPTACLE, GROUND FAULT SMOKE DETECTOR IN DUCT — 'R' INDICATES RETURN; 'S' INDICATES SUPPLY DUPLEX RECEPTACLE, GROUND FAULT, ABOVE COUNTER CEILING MOUNTED RECEPTACLE REMOTE INDICATOR ❑® FLOOR MOUNTED RECEPTACLE -C FIRE ALARM VISUAL DEVICE, WALL MOUNTED ©80"A.F.F. TO BOTTOM EJ DISCONNECT SWITCH - ELEVATOR RECALL LIGHT ® MOTOR STARTER A FIREMAN'S TELEPHONE JACK 231 STARTER/DISCONNECT SWITCH D "TELEPHONE/DATA JUNCTION BOX TELEPHONE/DATA, FLOOR MOUNTED © EQUIPMENT CONNECTION ,-{ , �j ELECTROMAGNETIC DOOR HOLDER [� DOOR BELL PUSH BUTTON EMERGENCY CALL STATION WITH PULL CORD @+48" A.F.F. DOOR BELT_ (� TELEVISION OUTLET, MOUNTED O "15" PC PHOTOCELL LJ A.F.F. TO CENTER ST SHUNT TRIP E� EMERGENCY CALL STATION WITH PULL CORD TIMECLOCK ® MICROPHONE TC PB PULL BOX MICROPHONE, FLOOR MOUNTED �J SPEAKER LB LOCKBOX EXTERIOR SPEAKER �J FLOOR MOUNTED JUNCTION BOX IC INTERCOM PUSI-I-TO-CALL BUTTON TS TAMPER SWITCHV[] VOLUME CONTROL FS WATER FLOW SWITCH 0 CLOCK © POWER/DATA POLE TELEPHONE TERMINAL BOARD GENERATOR Em 277/480V PANELBOARD MOTOR 120/208V PANELBOARD � SYSTEMS CABINET/PANEL 0 SMOKE DETECTOR, 120V, W/BATTERY BACK-UP - DWELLING; UNITS. cca CAMERA FO PREWIRED FIRE ALARM JUNCTION BOX WITH BLANK COVERPLATE, FOR FUTURE STROBE = 120/ 208V PANELBOARD, RECESSED COMPUTER JACK 277/480V PANELBOARD, RECESSED SYSTEMS CABINET/PANEL, RECESSED STRIP TYPE FIXTURE STRIP TYPE FIXTURE ►—.--� STRIP TYPE FIXTURE .- -; STRIP TYPE FIXTURE 1'x4' FLUORESCENT FIXTURE a2'x2' FLUORESCENT FIXTURE 2'x4' FLUORESCENT FIXTURE 2'x4' FLUORESCENT FIXTURE, BATTERY/EMERGENCY TRACK FIXTURE PADDLE FAN, 52" 0-F] SITE LIGHT FIXTURE (POLE) [ -O-o SITE LIGHT FIXTURE (POLE) or SITE LIGHT FIXTURE (POLE) SITE LIGHT FIXTURE (POLE) POST TOP SITE LIGHTING FIXTURE Ali © GROUND LANDSCAPE LIGHTING -Y- BOLLARD OR PENDANT LIGHT FIXTURE i° v v v i TRACK LIGHTING SWITCH $2 SWITCH, 2 POLE $3 SWITCH, 3-WAY SWITCH, 4-WAY $T SWITCH - TIMER $F SWITCH - FAN/LIGHT $D SWITCH - DIMMER F11 UNIT'A-1' UNIT'A-2' UNIT'A-3' UNIT'A-4' UNIT'B-1' UNIT'B-2' UNIT'A-� UNIT'A-6' UNIT'A-7' UNIT OVEr1 ALL FLOOR LIGHTING PLAN 1 SCALE: 3/32" = V-0" EMAIL: droddl@mckeeconstructionco.com Florida License CBC 048972 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407,650,3735 FAX: 407,650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS F11 UNIT'A-1' UNIT'A-2' UNIT'A-3' UNIT'A-4' UNIT'B-1' UNIT'B-2' UNIT'A-� UNIT'A-6' UNIT'A-7' UNIT OVEr1 ALL FLOOR LIGHTING PLAN 1 SCALE: 3/32" = V-0" EMAIL: droddl@mckeeconstructionco.com Florida License CBC 048972 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407,650,3735 FAX: 407,650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET — PROJECT L01"S 3 a 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE OVERALL FLOOR LIGHTING" PLAN Et LEGENDS PROJECT NO: AD-2005-12 SHEET NUMBER EO* 1 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-E0.1 SHEET SET: ELECTRICAL SET PRINT DATE: 14 0CTOBER 2005 013 ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32861 PH: 407.650.3735 FAX: 407,650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS & SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 Et 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE FLOOR PLAN LIGHTING PROJECT NO: AD-2005-12 SHEET NUMBER E2* 1 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS•E2.1 SHEET SET: ELECTRICAL SET PRINT DATE: 14 OCTOBER 2005 EMAIL: drodd1@mckeeconstructionco.com Florida License CBC 048972 013 ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407,650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS &- SUBMISSIONS DATE DESCRIPTION 14 OCTOBER Z005 PERMIT SET PROJECT LOTS 3 Ft 4 NO H SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE ENLARGED UNIT FLOOR LIGHTING PLAN PROJECT NO: AD-2005-12 SHEET NUMBER E2e 2 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-EZ.Z SHEET SET: ELECTRICAL 5E- PRINT DATE: 14 OCTOBER 2005 6 CIRC #13,15,17 CIRC (TYP OF 8) #18 -o/ L "" yp 1\ TEL �' I \ ' j CIRC #7911 f (TYP OF 8) CIRC #2 CIRC #12 CIRC #4 CIRC 7 #14 1 } \ / INSTAHOT INSTAHOT \ • #16 CIRC CIRC #10 1 TL— I I I --- ------------------------------- H 2 E2.4 UNIT'A-1' IIINSTAHOT 9 INSTAHOr INSTAHOT N INSTAHOT I 1 --r----------------------------------- UNIT 'A-6' UNIT 'A-7UNIT 'A-8' i PARTIAL FLOOR P �^ 2 SCALE „a = -0 CIRC „•„ •........._.—._..—._._...._._.—._._......_._.._.--- ---.—.--- #13,15,17 ..®.®.®.�...�....� 0 (TYP OF 2) •N a a i I CL CIRC CIRC • ` — /' l CIRC/ #m2 '22 o #18 / TYP AHU #16 of 2) .�. .\ `• /.01 Z Ej CIRC CIRC — �.� c clRi8C !� ® 12 # j Z C CIRL �• _] • � � � Asa I c CIRC 1 # - — / �` I � 4 - j � 1 • � CIRC\'- L—T FD el- c� # 2 INS (AHOr to / INSTAHOT INSTAHOT I INSTAHOT \ �- CIRC I ' i IrrSTAHOr IrrSrAHOT I CIRC #16 'I I #4 -i- j CIRC i 1 1 p j 1 # X/ UC REF i 1 I UC REF L-T- � J�� / —vy — � CIRC � � v►a an �I a� IR CIR9 i CIRC # I e I; #6 I - Ace--' I �� \ 1 CIRC I 2 vy� #7 1 CIRC #8 I_ _1 CL� Z!v q? — L) I I I 1 ---------------------- ,_------. LLI ,` O `O• O Z ' •".....o................................A.®...n.....®....................a.:•�J~ -T- U Q UNIT -A-2- UNIT'A-3' E2.4 UNIT -A-4- UNIT 'B-1' UNIT'B-2' UNIT'A-5' PAK.I IAL FLUUK PUWLK PLAN SCALE: 1 /8" = 1'-0" OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407,650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS 8t SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 a 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE �L�®IR PLAN POWER PROJECT NO: AD-2005-12 SHEET NUMBER �L29 3 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-E2.3 SHEET SET: ELECTRICAL SET PRINT DATE: 14 OCTOBER 2005 6 EMAIL: drodd1@mckeeconstructionco.com Florida License CBC 048972 OB+ARCHITECTURE INC 100 PAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407,650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS EL SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 Et 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE ENLARGER UNIT FLOOR POWER PLAN PROJECT NO: AD-2005-12 SHEET NUMBER E294 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-E2.4 SHEET SET: ELECTRICAL SET PRINT DATE: 14 OCTOBER 2005 013 ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORL.ANDO, FLORIDA 32801 PH: 407.660,3735 FAX: 407,650,3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Fi SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET PROJECT LOTS 3 Et 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE PANELS PROJECT NO: AD-2005-12 SHEET NUMBER DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-E2.4 SHEET SET: ELECTRICAL SET' PRINT DATE: 14 OCTOBER 2005 e 0 PLUMBING KEY NOTES AND SCHEDULE : P1: INSTALL DOMESTIC WATER PIPING BELOW SLAB. PZ: INSTALL SANITARY PIPING BELOW SLAB. P3: NEW GATE VALVE IN APPROVED BROOKS BOX LABELED WATER. P4: FOR CONTINUATION SEE SITE UTILITIES PLAN. P5: PROVIDE PRIMED 12"x'12" WALL ACCESS PANEL FOR BALL VALVE ACCESS. PAINTING BY GC. INSTALL ri 18" AFF. P6: PROVIDE AND INSTALL ACCESSIBLE STOP AND TUBING FOR REFRIGERATOR WATER CONNECTION. L-1: WHITE HANDICAPPED ACCESSIBLE WALL HUNG VITREOUS CHINA LAVATORY. AMERICAN STANDARD 0355.012 OR EQUAL. PROVIDE AMERICAN STANDARD 2385.404 CP SINGLE LEV. FAUCET, MCGUIRE OFFSET GRID DRAIN, STOP, AND P TRAP. ADA TRAP WRAP WHITE INSULATION KIT, 0.5" CW. 1.5" TRAP. WC-1: HANDICAPPED ACCESSIBLE WHITE FLOOR MOUNTED ELONGATED TANK TYPE WATER CLOSET. AMERICAN STANDARD CADET OR EQUAL. (1.6 GALLONS PER FLUSH). PROVIDE STOP. PROVIDE WHITE OPEN FRONT SEAT EQUAL TO OLSONITE 10CC. 0.5" CW. INTEGRAL TRAP. EWC-1: WALL MOUNTED SINGLE LEVEL ADA ELECTRIC WATER COOLER WITH FILTER. 8 GALLONS AT 50 F. 4.8 AMPS AT 120 VAC. ELKAY EZS8 OR EQUAL. PROVIDE P TRAP AND STOP. 0.5" CW. 1.5" TRAP. S-1: TWO COMPARTMENT COUNTERTOP STAINLESS STEEL SINK EQUAL TO DAYTON D332Z-3. PROVIDE FAUCET EQUAL TO MOEN 67124. PROVIDE STRAINER, P-TRAP, AND STOP. 0.5" CW; 0.375" HW; 1.5" TRAP. FCO: FLOOR CLEANOUT EQUAL TO ZURN Z14004NL. HB-1: 1 /2" HOSE BIBB WITH VACUUM BREAKER AND KEY. WOODFORD 24P OR EQUAL. EWH-'I : PROVIDE AND INSTALL ACCESSIBLE EXPOSED WALL MOUNTED TANK LESS INSTANTANEOUS WATER HEATER BELOW SINK EQUAL TO CHRONOMITE 5-30. 3000 WATTS. 208 VAC, 1 PH. PROVIDE STOPS. 0.375" CW. 0.375" HW. EWH-1 / ELECTRIC INSTAHOT WATER HEATER AS SYMBOL ON PLANS ------------ DASHED LINE INDICATES VENT PIPING SOLID LINE INDICATES SANITARY PIPING ............. DASH -DOT LINE INDICATES COLD WATER PIPING GENERAL PLUMBING NOTES : 1. ALL WORK SHOWN IS ASSOCIATED WITH NEW CONSTRUCTION 2. COMPLETE AND WORKING PLUMBING SYSTEMS SHALL BE IN ACCORDANCE WITH THE 2004 FLORIDA PLUMBING CODE AND THE CITY OF SANFORD, FL., THE AUTHORITY HAVING JURISDICTION (AHJ). 3. PRESSURE AND HYDROSTATICALLY TEST THE PIPING, AS APPLICABLE, TO INSURE THE ABSENCE OF LEAKS IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING/PLUMBING CODE. DISINFECT ALL DOMESTIC WATER PIPING IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING/PLUMBING CODE. 4. NEW/ CW AND HW PIPING SHALL BE CPVC WITH SOLVENT -WELDED FITTINGS. INSTALL PER MANUFACTURER'S LISTING. NEW WASTE, DRAIN AND VENT PIPING SHALL BE PVC DWV. 5. SECURE ALL REQUIRED PERMITS AND PAY ALL ASSOCIATED FEES. 6. BUILDING IS PROTECTED WITH AN APPROVED SITE INSTALLED BACKFLOW PREVENTER SPECIFIED ON THE SITE UTILITY PLANS. 7. PROVIDE WATER HAMMER ARRESTORS IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING/PLUMBING CODE AND THE PDI. 5H81 `I t1ifOT < >< Y I L-1 �-Z X. ! 1" FCO I n VT 4 �� = „ P2 I < 3 ! R---� I Lu 2' VTR R-� ! EWC- , ---- :WH�1 - - --=--- WH-1 - ! S-1 5-1 S_1 S-1 ! i i P6 x P6 P6 6 LL- - --- -- --- 3/4" 3 / 4" FI- ------------ - ---- - ----- _ , P1 t I i ! ! 3/4" ! ! ! ! , t t I _ r— ;CJ 00 gig; P3 P3 ', m P---------------- Y f•—� I —i I I I._._I nP4, 3/4" 3 / 4", CP P5 P1 ,1 /2" K VTf EWC-1 EWH-1 e 3 /4" i CJ G J i CJ 4", V2 , 3 /4" UNITS—A01 A0 —A0 --J—� 60 -- _ ld�l z 4,,, C'P2 , UNITS J 14 i —A02-- 1 �P4 A03 A04 0 j B01 ENLARGED FLOOR PLAN - PLUMBING SCALE: 3/16" = V-0" A. PETER TANKEL, P. E. CONSULTING ENGINEER PE 41231 Suite 2014 2338 WINTER WOODS BLVD, WINTER PARK, FL 32792 Phone/Fax/Data: (407) 657-5585 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650,3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Ft SUBMISSIONS DATE DESCRIPTION 14 oc*roBER 2005 PERMIT SET -_--� PROJECT LOTS 3 Et 4 NORTH SEMINOLE BUSINESS CENTER. 3991 W 1 ST STREE-f STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE ENLARGED ® OR. PLAN PLUMBING PROJECT NO: AD-2005-12 SHEET NUMBER P29 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-P2.1 G SEF SHEET SET: PLUMBIN— PRINT DATE: 14 OCTOBER 2005 UNITS A05 A06 A07 A08 B02 I FDA II OPLUMBING KEY NOTES AND SCHEDULE : P1: INSTALL DOMESTIC WATER PIPING BELOW SLAB. P2: INSTALL SANITARY PIPING BELOW SLAB. P3: NEW GATE VALVE IN APPROVED BROOKS BOX LABELED WATER. P4: FOR CONTINUATION SEE SITE UTILITIES PLAN. P5: PROVIDE PRIMED 12"x12" WALL ACCESS PANEL FOR BALL VALVE ACCESS. PAINTING BY GC. INSTALL rL 18" AFF. P6: PROVIDE AND INSTALL ACCESSIBLE STOP AND TUBING FOR REFRIGERATOR WATER CONNECTION. L-1: WHITE HANDICAPPED ACCESSIBLE WALL HUNG VITREOUS CHINA LAVATORY. AMERICAN STANDARD 0355.012 OR EQUAL. PROVIDE AMERICAN STANDARD 2385.404 CP SINGLE LEV. FAUCET. MCGUIRE OFFSET GRID DRAIN, STOP, AND P TRAP. ADA TRAP WRAP WHITE INSULATION KIT. 0.5" CW. 1.5" TRAP. WC-1: HANDICAPPED ACCESSIBLE WHITE FLOOR MOUNTED ELONGATED TANK TYPE WATER CLOSET. AMERICAN STANDARD CADET OR EQUAL. (1.6 GALLONS PER FLUSH). PROVIDE STOP. PROVIDE WHITE OPEN FRONT SEAT EQUAL TO OLSONITE 10CC. 0.5" CW. INTEGRAL TRAP. P2),4" 3" VTR L-1 WC-1 I I EWC WC-1 L-1 4" FCO -2" VTR EWH-1 r� - � -S-1 56 1-4'"COTG, 2-WAY f f CJ 00 CJ % " r -U ITS 4", P4 A05 , A06NO 7 I EWC-1: WALL MOUNTED SINGLE LEVEL ADA ELECTRIC WATER COOLER WITH FILTER. 8 GALLONS AT 50 F. 4.8 AMPS AT 120 VAC. ELKAY EZ58 OR EQUAL. PROVIDE P TRAP AND STOP. 0.5" CW. 1.5" TRAP. S-1: TWO COMPARTMENT COUNTERTOP STAINLESS STEEL SINK EQUAL TO DAYTON D3322-3. PROVIDE FAUCET EQUAL TO MOEN 67124. PROVIDE STRAINER, P-TRAP, AND STOP. 0.5" CW; 0.375" HW; 1.5" TRAP. FCO: FLOOR CLEANOUT EQUAL TO ZURN Z14004NL. HB-1: 112" HOSE BIBB WITH VACUUM BREAKER AND KEY. WOODFORD 24P OR EQUAL. EWH-1: PROVIDE AND INSTALL ACCESSIBLE EXPOSED WALL MOUNTED TANK LESS INSTANTANEOUS WATER HEATER BELOW SINK EQUAL TO CHRONOMITE S-30. 3000 WATTS. 208 VAC, 1 PH. PROVIDE STOPS. 0.375" CW. 0.375" HW. EWH-1 / ELECTRIC INSTAHOT WATER HEATER AS SYMBOL ON PLANS ------------ DASHED LINE INDICATES VENT PIPING SOLID LINE INDICATES SANITARY PIPING ............. DASH -DOT LINE INDICATES COLD WATER PIPING 4", �P2 P1 1" ---- P 3 CID— P4 ,1 " ,L GENERAL PLUMBING NOTES : 1. ALL WORK SHOWN IS ASSOCIATED WITH NEW CONSTRUCTION. 2. COMPLETE AND WORKING PLUMBING SYSTEMS SHALL BE IN ACCORDANCE WITH THE 2004 FLORIDA PLUMBING CODE AND THE CITY OF SANFORD, FL., THE AUTHORITY HAVING JURISDICTION (AHJ). 3. PRESSURE AND HYDROSTATICALLY TEST THE PIPING, AS APPLICABLE, TO INSURE THE ABSENCE OF LEAKS IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING/PLUMBING CODE. DISINFECT ALL DOMESTIC WATER PIPING IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING/PLUMBING CODE. 4. NEW CW AND HW PIPING SHALL BE CPVC WITH SOLVENT -WELDED FITTINGS. INSTALL PER MANUFACTURER'S LISTING. NEW WASTE, DRAIN AND VENT PIPING SHALL BE PVC DWV. 5. SECURE ALL REQUIRED PERMITS AND PAY ALL ASSOCIATED FEES. 6. BUILDING IS PROTECTED WITH AN APPROVED SITE INSTALLED BACKFLOW PREVENTER SPECIFIED ON THE SITE UTILITY PLANS. 7. PROVIDE WATER HAMMER ARRESTORS IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING/PLUMBING CODE AND THE PDI. 1/2",(P-1 11 WC-1 WH-1 'P1 3/4" A H13-1;---- - ---- __ r I < _C? C i i i !I r --- ----_ - L� -- ! ! I L1 i❑i� %� _ L-1 L21 ❑ L-1 L1 O � O ! _ _�T T 4" FCC —� U 2 VTR 4", P2 R i ±� I 2' VTF .. _ -ill --r --- _fT-i _ �t-....--., _ V - EWC- -- - - v - - --- EWC- i--N� J 1 S-1 S-1 - S-1 S-1 i 56 P6 _ <P6 nP6 1/2",`P1 rP5 'P1 3/4" ! ! ! ! HB-1 P3 ' Al I ! 3/4", P4 3/4", P4 'P1 3/4" P4 , 3/4" ,L ENLARGED FLOOR PLAN - PLUMBING SCALE: 3/16" = V-0" DI 3/4" 3/4" ! ! P�k '2 IT 3 / 4", A. PETER TANKEL, P.E. CONSULTING ENGINEER PE 41231 Suite 2014 2338 WINTER WOODS BLVD. WINTER PARK, FL 32792 Phone/Fax/Data: (407) 657-5585 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Ft SUBMISSIONS DATE DESCRIPTION 14 OCroBER 2005 PERMIT SET -- PROJECT LOTS 3 Et 4 NORTH SEMINOLE BUSINESS CENTER. 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE_ ENLARGED FLOOR PLAN PLUMBING PROJECT NO: AD-2005-12 SHEET NUMBER P2*2 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-P2.2 SHEET SET: PLUMBING SET PRINT DATE: '14 0CTOBER Z005 5.1 P2: P3: WA- P4: P5: VAL P6: REF L-1: CHI PRC FAu TRH WC. ELO CAL PROVIDE WHITE OPEN FRONT SEAT EQUAL TO OLSONITE 10CC. 0.5" CW. INTEGRAL TRAP. EWC-1: WALL MOUNTED SINGLE LEVEL ADA ELECTRIC WATER COOLER WITH FILTER. 8 GALLONS AT 50 F. 4.8 AMPS AT 120 VAC, ELKAY EZS8 OR EQUAL. PROVIDE P-TRAP AND STOP. 0.5" CW, 0.375" HW; 1.5" TRAP. S-1: TWO COMPARTMENT COUNTERTOP STAINLESS STEEL SINK EQUAL TO DAYTON D3322-3. PROVIDE FAUCET EQUAL TO MOEN 67124. PROVIDE STRAINER, P TRAP, AND STOP. 0.5" CW. 1.5" TRAP. FCO: FLOOR CLEANOUT EQUAL TO ZURN Z14004NL. HB-1: 1 /2" HOSE BIBB WITH VACUUM BREAKER AND KEY. WOODFORD 24P OR EQUAL. EWH-1: PROVIDE AND INSTALL ACCESSIBLE EXPOSED WALL MOUNTED TANK LESS INSTANTANEOUS WATER HEATER BELOW SINK EQUAL TO CHRONOMITE S-30. 3000 WATTS. 208 VAC, 1 PH. PROVIDE STOPS. 0.375" CW. 0.375" HW. 7. PROVIDE WATER HAMMER ARRESTORS IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING/PLUMBING CODE AND THE PDI. EWH-1 / ELECTRIC INSTAHOT WATER HEATER AS SYMBOL ON PLANS ------------ DASHED LINE INDICATES VENT PIPING SOLID LINE INDICATES SANITARY PIPING ............. DASH -DOT LINE INDICATES COLD WATER PIPING WASTE AND VENT RISER SCALE: NOT TO SCALE �wc.1 I" A. PETER TANKEL, P.E. CONSULTING ENGINEER PE 41231 Suite 2014 2338 WINTER WOODS BLVD. WINTER PARK, FL 32792 Phone/Fax/Data: (407) 657-5585 OB+ARCHITF_CTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR1017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET ~� PROJECT LOTS 3 Et 4 NORTH SEMINOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD, FLORIDA 32771 SHEET TITLE PLUMBING WASTE Et VENT RISER PLUMBING NOTES Ft KEY NOTES PROJECT NO: AD-2005-12 SHEET NUMBER DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-P3.1 SHEET SET: PLUMBING SET PRINT DATE: 14 OCTOBER 2005 NOTE : ADJACENT SUITE PIPING IS MIRROR IMAGE �WC '1 1 31 1 4'• / Y. � ,1 Cw, CC010 ARE S DOMESTIC WATER RISER SCALE: NOT TO SCALE Ac CESS 01001 WH � foRE 5HO H1 , - 2''c��E ">< PA 1> Fly l / C '1 _._- 1 ' 3 31 3i4�, T DOMESTIC WATER RISER SCALE: NOT TO SCALE O PLUMBING KEY MOTES AND SCHEDULE P1: INSTALL DOMESTIC WATER PIPING BELOW SLAB. P2: INSTALL SAN. PIPING BELOW SLAB. P3: NEW GATE VALVE IN APPROVED BROOKS BOX LABELED WATER. P4: FOR CONTINUATION SEE SITE UTILITIES PLAN. P5: PROVIDE PRIMED 12"X12" WALL ACCESS PANEL FOR BALL VALVE ACCESS. PAINTING BY GC. INSTALL q 18" AFF. P6: PROVIDE AND INSTALL ACCESSIBLE STOP AND TUBING FOR REFRIGERATOR WATER CONNECTION. L-1: WHITE HANDICAPPED ACCESSIBLE WALL HUNG VITREOUS CHINA LAVATORY. AMERICAN STANDARD 0355.012 OR EQUAL. PROVIDE AMERICAN STANDARD 2385.404 CP SINGLE LEV. FAUCET. MCGUIRE OFFSET GRID DRAIN, STOP, AND P TRAP. ADA TRAP WRAP WHITE INSULATION KIT. 0.5" CW. 1.5" TRAP. WC-1: HANDICAPPED ACCESSIBLE WHITE FLOOR MOUNTED ELONGATED TANK TYPE WATER CLOSET. AMERICAN STANDARD CADET OR EQUAL. (1.6 GALLONS PER FLUSH). PROVIDE STOP. PROVIDE WHITE OPEN FRONT SEAT EQUAL TO OLSONITE 10CC, 0.5" CW. INTEGRAL TRAP. EWC-1: WALL MOUNTED SINGLE LEVEL ADA ELECTRIC WATER COOLER WITH FILTER. 8 GALLONS AT 50 F. 4.8 AMPS AT 120 VAC. ELKAY EZS8 OR EQUAL. PROVIDE P-TRAP AND STOP. 0.5" CW, 0.375" HW; 1.5" TRAP. S-1: TWO COMPARTMENT COUNTERTOP STAINLESS STEEL SINK EQUAL TO DAYTON D3322-3. PROVIDE FAUCET EQUAL TO MOEN 67124. PROVIDE STRAINER, P TRAP, AND STOP, 0.5" CW. 1.5" TRAP. FCO: FLOOR CLEANOUT EQUAL TO ZURN Z14004NL. HB-1: 1 /2" HOSE BIBB WITH VACUUM BREAKER AND KEY. WOODFORD 24P OR EQUAL. EWH-1: PROVIDE AND INSTALL ACCESSIBLE EXPOSED WALL MOUNTED TANK LESS INSTANTANEOUS WATER HEATER BELOW SINK EQUAL TO CHRONOMITE S-30. 3000 WATTS. 208 VAC, 1 PH. PROVIDE STOPS. 0.375" CW. 0.375" HW. NOTE: ADJACENT SUITE PIPING IS MIRROR IMAGE GENERAL PLUMBING NOTES : 1. ALL WORK SHOWN IS ASSOCIATED WITH NEW CONSTRUCTION. 2. COMPLETE AND WORKING PLUMBING SYSTEMS SHALL BE IN ACCORDANCE WITH THE 2004 FLORIDA PLUMBING CODE AND THE CITY OF SANFORD, FL., THE AUTHORITY HAVING JURISDICTION (AHJ). 3. PRESSURE AND HYDROSTATICALLY TEST THE PIPING, AS APPLICABLE, TO INSURE THE ABSENCE OF LEAKS IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING/PLUMBING CODE. DISINFECT ALL DOMESTIC WATER (PIPING IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING/PLUMMING CODE. 4. NEW CW AND HW PIPING SHALL BE CPVC WITH SOLVENT -WELDED FITTINGS. INSTALL PER MANUFACTURER'S LISTING. NEW WASTE, DRAIN AND VENT PIPING SHALL BE PVC DWV. 5. SECURE ALL REQUIRED PERMITS AND PAY ALL ASSOCIATED FEES. 6. BUILDING IS PROTECTED WITH AN APPROVED SITE INSTALLED BACKFLOW PREVENTER SPECIFIED ON THE SITE UTILITY PLANS. 7. PROVIDE WATER HAMMER ARRESTORS IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING/PLUMBING CODE AND THE PDI. EWH-1 / ELECTRIC INSTAHOT WATER HEATER AS SYMBOL ON PLANS ------------ DASHED LINE INDICATES VENT PIPING SOLID LINE INDICATES SANITARY PIPING ............. DASH -DOT LINE INDICATES COLD WATER PIPING GENERAL PLUMBING NOTES fx KEYNOTES SCALE: NOT TO SCALE 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 EMAIL: drodd1@mckeeconstructionco.com Florida License CBC 048972 A. PETER TANKEL, P.E. CONSULTING ENGINEER PE 41231 Suite 2014 2338 WINTER WOODS BLVD. WINTER PARK, FL 32792 Phone/Fax/Data: (407) 657-5585 013 ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Ft SUBMISSIONS DATE DESCRIPTION 14 OCTOBER 2005 PERMIT SET .fife } PROJECT LOTS 3 Et •°k NO H SEM"'I'NOLE BUSINESS CENTER 3991 W 1 ST STREET STATE ROAD 46 - SANFORD; FLORIDA 32771 SHEET TITLE "1 PLUMBING DOMESTIC WATER R I S. RS PLUMEINGIId®TES Et KEG( NOTES. PROJECT NO: AD-2005-12 SHEET 4UMBER P392 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-P3.2 — SHEET SET: PLUMBING SET PRINT DATE: 14 OCTOBER 2005 .pp 4005 W. 1 st st Office Bldg Permit numbers: 06m989