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Home My WebLink About501 W 9 St 00-1122, 01-1122 Plans review interior remodel BellsouthSANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT I HE BUILDING DEPT FROM THEREAFTER REOUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES. El' W If o' SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-1022 / FAX (407) 330-5677 Pager (407) 918-0388 Plans Review Sheet Date: 2/15/01 Business Address: 501 W 9" St. Oce. Ch. 29 Business Name: Southern Bell Telecommunications Ph. (502) 429-7057 Contractor: H. DeGraff & Son Ph. (305) 759-4577 Reviewed [ J Reviewed with comment [ X J Rejected [ J Reviewed by: H. A. "Pete" Tucker, Fire Protection Inspector Comment: Plans reviewed as Storage Occupancy. Fl) reserves right to require applicable code requirements if occupancy use changes. 1.1 Application — Interior Renovation, Type IV Const., 200 sq.ft. 1.2 Mixed — N/A 1.3 Special Definitions — N/N 1.4 Classification of Occupancy — Storage 1.5 Classification of Hazard of Contents — Ordinary 1.6 Minimum Construction — N/R 2.2 Means of Egress Components — N/N 2.3 Capacity of Egress — O.K. 2.4 Number of Exits — N/A 2.5 Arrangement of Egress — N/A 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — N/A 2.8 Illumination of Means of Egress — N/A 29 Emergency Lighting — N/N 2.10 Marking of Means of Egress — N/N 2.11 Special Features — N/A 3.1 Protection of Vertical Openings — N/N 3.2 Protection from Hazards — N/N 3.3 Interior Finish — N/N SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Ff. 32771 / P. O. Box 1788, Sanford, Ff. 32772 (407 302-1022 / FAX (407) 330-5677 Pager (407) 918-0388 3.4 Detection, Alarm and Communications Systems — N/N 3.5 Extinguishing Requirements — as per NFPA 10 3.6 Corridors — N/A - 4 Special Provisions - 5 Building Services 5.1 Utilities — as per LSC 7-1 5.2 HVAC — as per LSC 7-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: N/A Monitoring: N/A Other: NFPA 1 3-5.1 Fire Lanes — N/A 3-6.1 Key Box — N/A 3-7.1 Bldg. Address Number Posted and Legible — N/A 2 ABBREVIATIONS A N AB anchor bolt N north ACOUST acoustical NIC not in contract AD ADJ area drain ad'ustable/adjacent NO NOM number nominal ADH AFF adhesive above finish floor NTS not to scale ALUM aluminum ALT APPROX alternate approxlmate(ly) 0 APPD ARCH approved architectural OA overall ATTEN attenuated OC on center OD outside diameter B OFC off ice BD beyond OPNG OPP opening opposite building BLKDG P BLKG blocking BM bench mark p page BOT by othe Too om PA public address BRG bearin PAR parallel BRKT bracket PART partition BSMT basement PCP portland cement plaster BTWN between PERP perpendicular BUR built-up roof PLAM plastic laminate C PL propertly line PLAS plaster CAB cabinet PLBG plumbing CC center o center PLYIND plywood CEM Cl cement it,ous) cast iron PNL panel CFM cubic feet er minute PLNG paneling CJ control join PR pair CLRceiling PSF per square foot CMP corrugated metal pipe clear PSI PRD GYP per square inch poured gypsum Co COL coluumn t PREFAB prefabricated COMB combination PT paint CONIC concrete PTD painted CONN connection PTD/R paper towel disp/recp CONT continuous CONTR contractor R CONST construction CORR corridor R radius CSK countersunk RA return air CT ceramic tile RCP reinforced concrete pipe CTR coating RD roof drain CYA cover your architect RE reference) CY cubic yards RECP receptacle REF refrigerator D REFL reflected DF drinking fountain REINF reinforced DIA diameter REV revision DIAL diagonal REQD required DIM dimension RFG roofing DISP dispenser RM room n DP dee P DR door SD downspout r S south SCHED schedule SD soap dispenser E SEC(T) section E east SH shower (head) EA each SHT sheet EF each face SIM similar ELEC electrical SMLS seamless ELEV elevation SND sanitary napkin dispenser EJQ expansion joint SNR sanitary napkin receptacle EQUIP equipment SP CTG special coating EW each way SPEC specification EXHexhaust water cooler SPKR speaker SPLKR sprinkler EXIST EXI existing expans on SQ SS square stainless steel EXT exterior STD standard F STL steel FA FD fire alarm floor drain STRUCT structural FND foundation SUSP suspended P FE fire extinguisher SY square yard FEC fire extinguisher cabinet SYM symmetrical FF finish floor FH FIN fire hose finish T FLR fixture T tread FLASH flashing T & B top & bottom FT foot T & G tongue & groove FTG FV footing vrify field TEL telephone TERM terminate C TERR terrazzo TOC top of curb GA G8 V gauge galvanized bard TOM TOW top of masonry toP of wall GC general contractor TPD toilet paper dispenser GEN general TRANS transformer glass fiber reinforced concrete TS tube steel GLRC glazed TYP typical GLZ GPM galldoens per minute gr GYP BD gypsum board U) urinal UNO unless noted otherwise H US utility shelf HB hose bib HC handicap ed) V HDBD hardboardp HDNR hardener VENT ventilate HDWD hardwood VER(T) vertical HDWR HEWC hardware handicap electric water cooler VEST vestibule HLAV handicap lavatory VTR vent thru roof HIM hollow metal VCT vinyl composition tile HMI HSD handicap mirror handicap soap dispenser VWC vinyl wall covering HSH handicap shower head HWC handicap water closet HOR horizontal HR hougr W west HTG he* hn WC water closet HTG heaterg WD WDO wood window HU HYD handicap urinal hydrant WF wide flange WGT WH weight wall hydrant IC intercom WT WWF / structural T section WWM welded wire fabric ID insid iometer inch(ees� W/ with IN INDIV individual W/0 without INSUL insulation INT interior invert XINV J X by (i.e. 2x4) JTT joint Y J K YD yard KIT kitchen TEXT SYMBOLS K.D. knockdown (L centerline L It plate at LAM laminate ® +/ _ plus or minus LOTH R lenptonry & and times LT Io liter / per LYR layer M MAS masonry MAS BILK masonry block MATL material MAX maximum MECH mechanical MFR /MANUFrnanufacturer MH manhole MI mirror MIN minimum MO masonry opening MTD mounted MTG HT mounting height MTL metal MULL mullion MOP method of procedure GENERAL SYMBOL LEGEND OFFICE ROOM NAME _ _ PROPERTY LINE 000 ROOM NUMBER E ELECTRIC LINE 000 DOOR NUMBER (E)= EXISTING DP DUST PARTITION SIGNAGE TYPE/LOCATION W MATCH LINE 000 KEYNOTE G GAS LINE OOp WORKSTATION NUMBER SS SANITARY SEWER LINE 1 WALL TYPE _X_X_ CHAIN LINK FENCE (NEW) REVISION RTO BLOCK X X CHAIN LINK FENCE (EXIST) EXISTING CONTOUR 100'-0 ELEV. LEVEL REFERENCE ELEV �-®•� FINISH CONTOUR BENCH MARK �-- SLOPE - 0 COLUMN GRID 100.2 EXISTING SPOT ELEVATION 200. FINISH SPOT ELEVATION D iz ENLARGED DETAIL pl 11 NORTH ARROW 4 s.i 2 INTERIOR ELEVATION NO WORK SCHEDULED IN THIS AREA 4 T SECTION CUT 2 HR RATED CABLE HOLE OPENING IN SLAB PER UL x PRE-ENGINEERED KNOCK -OUT - FOR FUTURE CABLE CABLE RACK PENETRATIONS EARTH SAN D CONCRETE PLYWOOD WOOD GYPSUM BOARD RIGID INSULATION OR EIFS STEEL METAL STUD WALL '°� °�j0 CRUSHED ROCK CONCRETE MASONRY WALL0 0 1 BATT INSULATION WALL TYRE LEGEND NEW RE: ROOM FINISH SCHEDULE FOR WALL FINISHES. 2" CAGE WALL, USING PREFAB STANDARD SIZES WHERE POSSIBLE ONEW 1 SEE SHT A-4 FOR MORE INFORMATION O NEW 3 5/8" METAL STUD WALL W/ 5/8" GYP BD ON EACH SIDE TO BOTTOM OF EXISTING LAY -IN CEILING. NEW 4" HYBRID WALL O NEW 1 HOUR RATED PARTITION: "X" NEW 3 5/8" MTL. STUD WALL W/5/8" TYPE GYP BD EACH SIDE TO UNDERSIDE OF DECK. WALL ASSEMBLY SHALL MEET OR EXCEED UL #U465 Ors NEW 6" METAL STUD WALL W/ 5/8" GYP BD ON EACH SIDE TO BOTTOM OF EXISTING LAY -IN CEILING. NEW 6" HYBRID WALL 7 > NEW 1 HOUR RATED PARTITION: "X" NEW 6" MTL. STUD WALL W/5/8" TYPE GYP BD EACH SIDE TO UNDERSIDE OF DECK. WALL ASSEMBLY SHALL MEET OR EXCEED UL #U465 NEW 8" CMU WALL DEMOLITION METAL STUD DEMO PARTITION t_____-______3 DEMO CMU WALL EXISTING EXISTING CAGE WALL EXISTING PARTITION TO REMAIN EXISTING 1 HR RATED PARTITION EXISTING CMU WALL TO REMAIN GENERAL NOTES 1. PERMITS: CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING, ROOFING, PLUMBING, ELECTRICAL, MECHANICAL, OCCUPANCY AND OTHER PERMITS, AT HIS EXPENSE, SO THAT THE OWNER CAN OBTAIN ALL REQUIRED BUILDING PERMITS AND CERTIFICATE OF OCCUPANCY. 2. QUALIFICATION OF CONTRACTOR: THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL BE LICENSED BY THE STATE OF FLORIDA, AS WELL AS SEMINOLE COUNTY, FLORIDA AND BE INSURED TO MEET THE REQUIREMENTS OF THE CITY OF SANFORD. 3. OWNER SHALL HAVE THE RIGHT OF APPROVAL OR REJECTION OF ALL SUB -CONTRACTORS PRIOR TO SIGNING THE CONTRACT. CONTRACTOR SHALL SUBMIT A LIST OF ALL PROPOSED SUB -CONTRACTORS TO OWNER FOR THIS PURPOSE. 4. EXISTING CONDITIONS: CONTRACTOR AND ALL SUBCONTRACTORS BY AND THROUGH SUBMISSION OF HIS BID OR CONTRACT PROPOSAL, AGREES THAT HE SHALL BE HELD RESPONSIBLE FOR HAVING EXAMINED THE SITE, THE LOCATION OF ALL PROPOSED WORK INCLUDING UTILITIES AND FOR HAVING SATISFIED HIMSELF FROM HIS OWN PROFESSIONAL KNOWLEDGE AND EXPERIENCE OR PROFESSIONAL ADVICE AS TO THE CHARACTER AND LOCATION OF THE SITE, THE NATURE OF THE EXISTING CONDITIONS, THE LOCATION OF EXISTING UTILITIES AND ANY OTHER CONDITIONS SURROUNDING AND AFFECTING THE WORK, ANY OBSTRUCTIONS, AND ALL OTHER PHYSICAL CHARACTERISTICS OF THE SITE, IN ORDER THAT HE MAY INCLUDE IN HIS PRICE ALL COST PERTAINING TO THE WORK AND THEREBY PROVIDE FOR THE SATISFACTORY COMPLETION OF ANY OBJECTS FOR THE SATISFACTORY COMPLETION OF ANY OBJECTS OR OBSTRUCTION WHICH MAY BE ENCOUNTERED IN DOING THE PROPOSED WORK. NO CLAIM FOR EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN FORESEEN BY AN INSPECTION WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT WILL BE ACCEPTED OR PAID. 5. ALL MEASUREMENTS AND DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. THE DIMENSIONS SHOWN ARE AS ACCURATE AS THE BASE BUILDING DOCUMENTS PERMIT. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR SHALL NOT SCALE DRAWINGS. REFER TO DIMENSIONS ONLY. LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALL. CRITICAL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO COMMENCEMENTM OF WORK. 6. CONTRACTOR SHALL COMPLY AT ALL TIMES WITH THE REQUIREMENTS OF THE BUILDING CODES, LIFE SAFETY CODE AND ALL APPLICABLE LOCAL CODES AS SPECIFIED IN THE CODE INFORMATION SECTION ON THIS SHEET. 7. SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT FIVE (5) REPRODUCIBLE COPIES OF ALL SHOP DRAWINGS CALLED FOR ON THE DRAWINGS OR REQUIRED BY BUILDING OFFICIALS, TO THE ARCHITECT IN SUFFICIENT TIME TO BE REVIEWED AND PROCESSED SO AS TO CAUSE NO TIME DELAY IN THE CONSTRUCTION SEQUENCE 8. PROTECTION: THE CONTRACTOR SHALL PROTECT ADJACENT AREAS OF THE EXISTING BUILDING FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION, AND BE LIABLE FOR SAME. 9. WORKMANSHIP: ALL MATERIALS AND EQUIPMENT SPECIFIED SHALL BE NEW AND ALL WORKMANSHIP SHALL BE OF FIRST CLASS FOLLOWING THE MANUFACTURER'S SPECIFICATIONS ALONG WITH THE BEST TRADE PRACTICES AND STANDARDS. 10. ALL WORK TO BE GUARANTEED AGAINST POOR WORKMANSHIP AND DEFECTS. 11. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT (UNLESS OTHERWISE NOTED) REQUIRED FOR THE COMPLETION OF THE JOB IN ACCORDANCE WITH THESE DRAWINGS. 12. CLEAN UP ALL RUBBISH, REFUSE, SCRAP MATERIALS, AND DEBRIS CAUSED BY THIS PROJECT AT THE END OF EACH DAY AND INSURE THAT THE AREA OF WORK SHALL PRESENT A NEAT, ORDERLY, AND WORKMANLIKE APPEARANCE. 13. THE CONTRACTOR SHALL PRESENT THE JOB TO THE OWNER FOR ACCEPTANCE, CLEANED AND READY FOR OCCUPANCY. ALL GLASS SHALL BE CLEANED AND POLISHED, FLOORS BROOM SWEPT CLEAN, CARPETS VACUUMED, FIXTURES WASHED AND ALL LABELS REMOVED. 14. THE CONTRACTOR SHALL STORE MATERIALS IN A SAFE AND APPROVED LOCATION. COMPLY WITH ALL REGULATIONS GOVERNING THE MUNICIPALITY AS TO MINIMIZE INTERRUPTIONS AND/OR INTERFERENCE WITH ANY OF THE SURROUNDING OPERATIONS. 15. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. ALL PLYWD TO BE FIRE -RETARDANT TYPE. 16. ALL POWER TOOLS USED ON THIS PROJECT SHALL BE USED IN CONJUNCTION WITH BOSH DUST EXTRACTION SYSTEM (OR APPROVED EQUAL). VACUUM SHALL BE HEPA VACUUM MO. R-16 (16 GAL. POLY -TANK) AND ACCESSORIES AS MANUFACTURED BY FORTRESS INDUSTRIES, DEWITT, MICHIGAN. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF DEMOLITION SEQUENCE WITH OWNERS PROJECT REPRESENTATIVES)/BUILDING MANAGER AND NOTIFY REPRESENTATIVES OF ANY DELAYS OR PROBLEMS ASSOCIATED WITH THE OPERATION OR SCHEDULING OF THE WORK. 18. NO WORK SHALL TAKE PLACE IN ANY AREAS WHILE THOSE AREAS ARE OCCUPIED UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL PROVIDE AND USE ANTI -STATIC FIRE -RATED GRIFFOLYN PROTECTIVE SHEETING IN ALL AREAS OF RENOVATION (INCLUDING WORK AREAS OUTSIDE DELINEATED AREAS OF NEW WORK, INCLUDING BUT NOT LIMITED TO ALL SPRINKLERS AND FIRE ALARM WORK AREAS). 19. TEMPORARY DUST PARTITIONS AND DUST PARTITION DOORS, AS INDICATED ON THE DRAWINGS, SHALL BE INCLUDED IN BASE BID. DUST PARTITION AND DUST PARTITION DOORS UNIT PRICE SHALL BE SUBMITTED FOR ADDITIONAL PARTITIONS/DOORS NOT SHOWN ON DRAWINGS. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DAMAGE TO THE BUILDING SITE OR ADJACENT STRUCTURES AROUND THE PROJECT. THE ARCHITECT SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 21. ALL NEW MATERIAL SHALL BE ASBESTOS FREE 22. THE ARCHITECT HAS NOT CONDUCTED, NOR DOES HE INTENDS TO CONDUCT ANY INVESTIGATION AS TO THE PRESENCE OF HAZARDOUS MATERIAL, INCLUDING, BUT NOT LIMITED, ASBESTOS WITHIN THE CONFINES OF THIS PROJECT. THE ARCHITECT DOES NOT ACCEPT RESPONSIBILITY FOR THE INDEMNIFICATION, THE REMOVAL, OR ANY EFFECTS FROM THE PRESENCE OF THESE MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND, WORK IS TO BE SUSPENDED AND OWNER NOTIFIED. THE CONTRACTOR IS NOT TO PROCEED WITH WORK UNTIL THE NECESSARY ACTIONS ARE DISCUSSED ON HOW TO PROCEED. 23. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, WHICH EVER IS GREATER. 24. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL, ELECTRICAL, PLUMBING OR STRUCTURAL ELEMENTS, AND ALL REQUIRED CLEARANCES FOR INSTALLATIONS AND MAINTENANCE ARE MET. NOTIFY THE ARCHITECT OF ANY CONFLICTS. THE ARCHITECT HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF CONTRACT WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION. 25 WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING OR OTHER 26. CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 27. ANY NEW COMPUTER ERELATED EQUIPMENT SHALL BE Y2K (YEAR 2000) COMPLIANT. 28. AREAS INDICATED )= DENOTES NO WORK. THIS AREA HAS NOT BEEN SURVEYED FOR POTENTIAL CODE DEFICIENCIES. ADDITIONAL WORK MAY BE REQUIRED IN THIS AREA TO COMPLY WITH LOCAL CODES. WHICH ARE NOT INDICATED AS PART OF THE SCOPE OF THESE DRAWINGS. 29. CONTRACTOR SHALL CLEAN FLOOR, WALLS, CEILING SURFACES AND EQUIPMENT AS REQUIRED AFFECTED BY CONSTRUCTION. PATCH/REPAIR AND IF REQUIRED REPLACE FLOORING MATERIAL DAMAGED DURING CONSTRUCTION, REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. r 0 .µ. _" _ o _11106111 TAX FOLIO: 25-19-30-5AG-1108-0010-0-7 GENERAL INFORMATION PROJECT LOCATION: 501 WEST NINTH STREET OWNER: BELLSOUTH TELECOMMUNICATIONS COLLOCATOR: SBC TELECOMMUNICATIONS ARCHITECT: OFFERLE-LERNER ARCHITECTS AND PLANNERS CITY: SANFORD COUNTY: SEMINOLE STATE: FLORIDA CODE INFORMATION LOCAL CODE: STANDARD BUILDING CODE (1997 ED.)- INCLUDING SEMINOLE COUNTY AMENDMENTS HANDICAP CODE: CHAPTER 553, PART V, FL. STATUTES ACCESSIBILITY BY HANDICAPPED PERSONS TITLE III AMERICANS WITH DISABILITIES ACT (1997 ED) MECHANICAL CODE: STANDARD BUILDING CODE (1997 ED.) PLUMBING CODE: STANDARD BUILDING CODE (1997 ED.) ELECTRICAL CODE: NATIONAL ELECTRIC CODE (1997 ED.) FIRE & LIFE SAFETY CODE: N.F.P.A. 101, (1997 ED.) BUILDING INFORMATION OCCUPANCY GROUP: S-STOP,AGE/LOW HAZARD (PER SBCCI 1997 ED.) CONSTRUCTION TYPE: TYPE- V UNPROTECTED SITE SETBACKS: N/A EXISTING GROSS FLOOR AREA: 7690 SQ. FT. RENOVATED AREA: 195 SQ. FT. ADDED GROSS BUILDING AREA: N/A CURRENT OCCUPANCY: 5 EXPECTED OCCUPANCY: 5 C ODE COMPLIANCE NOTES 1. THE EXISTING BUILDING HOUSES TELEPHONE COMMUNICATION EQUIPMENT WHICH IS GOVERNED BY THE RULES AND REGULATIONS OF THE UNITED STATES F.C.C. 2. PER BELLSOUTH INFORMATION THE EXISTING BUILDING CURRENTLY OPERATES BEING OCCUPIED BY LESS THAN FIVE PEOPLE. THESE INDIVIDUALS ARE BELLSOUTH TECHNICIANS AND WORK DIRECTLY ON THE TELEPHONE EQUIPMENT. 3. ALL TELEPHONE EQUIPMENT AND OTHER ELECTRICAL SERVICES INSIDE THE BUILDING ARE PROTECTED BY THE RULES AND REGULATIONS ACCORDING TO NEBS. 4. NOT USED 5. THIS SMALL EQUIPMENT CLOSET IS UNMANNED AND CONTAINS TELEPHONE EQUIPMENT WHICH IS IDENTICAL IN OPERATIONS AND CONFIGURATION TO THE EXISTING TELEPHONE EQUIPMENT INSIDE BELLSOUTH BUILDING. 6. BUILDING ALARMS, SECURITY ALARM, FIRE AND SMOKE ALARMS ARE MONITORED 24 HOURS BY A LOCAL AND REMOTE MONITORING STATION. 7. THE BUILDING CONTAINS ADVANCED FIRE DETECTION SYSTEMS. THE FCC IN CONJUNCTION WITH BELL LABS HAS FOUND THAT FIRE SUPPRESSION SYSTEMS DO NOT ADEQUATELY FUNCTION INSIDE TELEPHONE EQUIPMENT BUILDINGS. BECAUSE OF THE DANGER TO THE EQUIPMENT, AND THE LOSS OF TELEPHONE SERVICE, NO FIRE SUPPRESSION SYSTEM IS PROVIDED. PLEASE REFER TO THE BELLCORE AUTOMATIC FIRE SUPPRESSION SYSTEM SPECIAL REPORT # SR-3882 DATED MAY, 1996. ALSO, SEE THE SPECIAL EMERGENCY OPERATION PLAN AS PREPARED BY BELLSOUTH, WHICH IS, LOCATED IN THE ENTRANCE LOBBY ADJACENT TO THE FIRE ALARM ANNUNCIATOR PANEL FOR SPECIFIC DIRECTIONS FOR THE FIRE SUPPRESSION AND LIFE SAFETY. 8. ALL INDIVIDUALS WHO WORK INSIDE THE TELEPHONE SWITCHING FACILITY (CENTRAL OFFICE) HAVE BEEN PROVIDED WITH SPECIAL TRAINING REGARDING LIFE SAFETY ISSUES. OWNER: SBC TELECOMM ONE BELL CENTER 36 WEST 5TH STREET ST. LOUIS, MO 63101-3699 CONSULT PRJ. NO. S- L 01-021 SUB -CONSULT PRJ. NO. BST PRJ. NO. ALAN ILERNER (� AFC#0005784 CONSULTANT SUB -CONSULTANT OFFERLE-LERNER AIA 13831 SW 59 ST SUITE 200, MIAMI, FL 33183 305-385-1700 AA#0003139 NO. DATE DESCRIPTION APPROVAL PROJECT TITLE SANFORD MAIN COLLOCATOR-SBB 501 WEST NINTH STREET SANFORD, FLORIDA 32771 KEY PLAN AREA OF WORK DATE 01/24/01 DRAWN BY R R / D S M I L CHECKED BY APPROVED BY AD L NOT FOR CONSTRUCTION ❑ RELEASED FOR CONSTRUCTION RECORD DRAWING ❑ AS -BUILT DRAWING ❑ DATABASE DRAWING TITLE GENERAL NOTES FOR PERMIT AND PRICING GLC NO. 33340 DRAWING NO. AOOOO SHEET 1 OF 3 OWNER: SBC WIRE MESH PARTITION GROUNDING NOTES O NYLON WIRE MOUNTING DEVICE WITH NO SHARP POINTS OR EDGES, 3'-0" O.C. MAY BE HUNG FROM WIRE MESH OR MOUNTED TO PANEL'S STEEL ANGLE FRAMING. DO NOT ENCIRCLE GROUNDING CONDUCTOR WITH METAL. O 2 HOLE PAD COMPRESSION LUG FROM BURNDY OR T&B, TIN OR SILVER PLATED COPPER, STANDARD BARREL LENGTH WITH INSPECTION WINDOW REQUIRING CIRCUMFERENTIAL COMPRESSION AROUND THE BARREL. INDENT COMPRESSIONS NOT PERMITTED. COMPRESSION DIES SHALL EMBOSS A DIE CODE OR DIE INDEX NUMBER ON THE CONNECTOR. C3 BONDING JUNIPER, NO. 6 AWG STRANDED COPPER WITH GREEN RHW OR THHN INSULATION. BOND TO THE ENCLOSURE POST NEAREST THE CENTRAL OFFICE GROUND SYSTEM BONDING LOCATION. BOND TO THE CENTRAL OFFICE GROUND SYSTEM BY ONE OF THREE MEANS: — COLLOCATION GROUNDING BAR IF IT EXISTS. — ONLY IF THE COLLOCATION GROUND BAR DOES NOT EXIST AND IS NOT BEING ADDED ON THE PROJECT, A BOND TO A NEARBY MAIN AISLE GROUNDING CONDUCTOR USING A "C" TYPE TIN OR SILVER PLATED COPPER COMPRESSION CONNECTOR FROM BURNDY OR T&B IS ACCEPTABLE OR — ONLY IF THE COLLOCATION GROUND BAR DOES NOT EXIST AND IS NOT BEING ADDED ON THE PROJECT, A BOND TO THE CENTRAL OFFICE GROUND BUS (COGB) IS ACCEPTABLE. NOTE A: PREPARE SURFACES FOR CONNECTIONS TO A BARE, BRIGHT FINISH REMOVING ALL GALVANIZING MATERIAL, RUST, PAINT, ETC., AND COAT CONNECTING SURFACES WITH NO—OX—ID—A PRIOR TO MAKING CONNECTION. REPAIR GALVANIZING AS REQUIRED. NOT 8: ONLY IF THE ENCLOSURE SYSTEM IS WITHIN SIX FEET OF THE BELLSOUTH TELECOMMUNICATIONS DIGITAL SWITCH, PLEASE SEE DRAWINGS FROM DESIGN ENGINEER INDICATING AN ADDITIONAL BONDING JUMPER SIMILAR TO THAT IN O BONDED TO THE INTEGRATED SIDE OF THE MAIN GROUND BUS. MESH NOTES N.T.S. C FRONT ELEVATION METAL POST STOCK # CP78S TYPICAL CORNER 3' W X 7' H G DOOR # HDBS 1 DUPLEX A/C OUTLET MOUNTED ON UNISTRUT AT 18" AFF. LOCATION OF UNISTRUT TO BE COORDINATED ON SITE. SEE NOTES ON DETAIL G. —TYPICAL TEE POST CONNECTION TYPICAL PANEL TO POST CONNECTION—' NOMINAL 10' X 10' ENCLOSURE aPLAN DETAIL N.T.S. -- METAL POST iu STOCK CP76S # 1048S STOCJ � C WIRE PANEL ` 048S srocK E IRE PANEL EXISTING FLOOR SIDE ELEVATION NOMINAL 10' X 10' OR 10' X 20' ENCLOSURE SPECIAL WIDTH HINGED DOOR JjHDBS WIRE PANELS STOCK # 20BS—1 METAL POST — <V F FRONT ELEVATION NOMINAL 10' X 10' ENCLOSURE aELEVATIONS N.T.S. F ANGLE PANEL 3/8" X HEAD B ANGLE FRAME �— AED SOLT HEX H PANELS —� A PANEL TO PANEL CONNECTION GA. POST d 7" X 1/4" TE )GE ANCHOR (:DPANEL TO POST CONNECTION WIRE MESH PARTITION DETAILS N.T.S. 2" SQ. 14 GA. POST WITH 2" X 7" X 1/4" BASE PLATE 0 ANGLE FRAME PANEL ANGLE FRAME07FNER BOLT PANEL DGE ANCHOR Cr] C TYPICAL CORNER 3/8" SLEEVE ANCHORS /-2* x 2" x 1/4" ANGLE II SHIM AS REQUIRED END POST I 3/8" SLEEVE ANCHORS 3/8" HEX HEAD BOLT EXISTING MASONRY EXISTING MASONRY CONSTRUCTION CONSTRUCTION (DTYPICAL CONNECTION POST CONNECTION AT MASONRY WALL @AT MASONRY WALL SECTION DETAIL N.T.S. GREY6" BACKGROUND FROM DOOR FRAME Fl U.O.N. 00 r N M SBB r COMMUNICATIONS O w Z_ Z5/8" CONTRASTING "� w LETTERS It i— o Z w 6" U PROVIDE INTERIOR SIGNAGE FOR A.D.A. COMPLIANCE AS MANUFACTURED BY EMED COMPANY, INC. P.O. BOX 369 BUFFALO, NEW YORK 14240-0369 PHONE 1-800-442-3633, EXT 813, OR EQUAL TO BE APPROVED BY ARCHITECT SIGNS TO BE INJECTION -MOLDED ACRYLIC ADA66-CW, 6"H X 6"W OR 10"H X 10"W. SIGNS TO HAVE NON -GLARE FINISH WITH GREY BACKGROUND, CONTRASTING LETTERING AND BRAILLE, UNLESS OTHERWISE NOTED. CHARACTERS TO BE 3/4" HIGH AND RAISED 1/32". BRAILLE TO BE GRADE 2. INSTALL SIGNS ON WALL ADJACENT TO THE LATCH SIDE OF THE DOOR AT 60" AFF TO CENTER LINE OF SIGN, UNLESS OTHERWISE NOTED COLLOCATOR ID SIGN 6 N.T.S. aNOT USED N.T.S. W-1. NEW MESH WALL SYSTEM AT STANDARD HEIGHT REFER TO LEGEND FOR SIZE. REFER TO DETAILS ON THIS SHEET OF THESE DRAWINGS FOR ADDITIONAL INFORMATION. CONTRACTOR TO FIELD VERIFY AND PROVIDE SHOP DRAWINGS FOR ARCHITECTS REVIEW PRIOR TO INSTALLATION. W-2. NOT USED. W-3. NEW MESH DOOR REFER TO DETAILS ON THIS SHEET OF THESE DRAWINGS FOR ADDITIONAL INFORMATION. CONTRACTOR TO FIELD VERIFY AND PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL PRIOR TO INSTALLATION. W-4. ,ATTACH MESH WALL TO EXISTING WALL REFER TO FLOOR PLAN DIMENSIONS. REFER TO DETAIL 8 ON THIS SHEET FOR ADDITIONAL INFORMATION. W-5. PROVIDE AND INSTALL OWNER APPROVED WALL SIGNAGE. REFER TO DETAIL 6 ON THIS SHEET FOR ADDITIONAL INFORMATION. W-6. CLEAN EXISTING FLOOR, WALL, CEILING SURFACES, AND EQUIPMENT AS REQUIRED IF EFFECTED BY CONSTRUCTION. IF FLOOR DAMAGED DURING CONSTRUCTION REPLACE WITH SCHEDULED VCT FLOOR FINISH. W-7. PROTECT EXISTING EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION OF THE PROJECT. W-8. SECURE TOP OF END POST W/BRACING ANGLE & HARDWARE TO COLUMN OR WALL PER MANUFACTURERS REQUESTS. W-9. CROSSHATCH INDICATES NO WORK THIS AREA. JI.HLt: I/ 't = I —V (WIDTH)x(HEIGHT) MESH PANEL (WIDTHxTOTAL HEIGHT) IN INCHES ADJx(HEIGHT) MESH ADJUSTABLE PANEL (X"=APPROX. WIDTH) X. MIN.=1" MAX=11" _NF MESH DOOR COORDINATE WITH DOOR SCHEDULE CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR MESH WALL SYSTEM FOR ARCHITECTS REVIEW COMMON SPACE SO. FT.= 195 COLLOCATOR SBB SQ. FT. = 195 FOR PERMIT AND PRICING TELECOMM ONE BELL CENTER 36 WEST 5TH STREET ST. LOUIS, MO 63101-3699 CONSULT PRJ. NO. SEA 01-021 SUB —CONSULT PRJ. NO. T52001 BST PRJ. NO. A- N D, LERNER AR#0005734 CONSULTANT SUB —CONSULTANT OFFERLE-LERNER AIA 13831 SW 59 ST SUITE 200, M IAM I, FL 33183 305-385-1700 AA#0003139 NO. DATE DESCRIPTION APPROVAL PROJECT TITLE SAN F0 R D MAIN COLLOCATOR-SBB 501 WEST NINTH STREET SANFORD, FLORIDA 32771 KEY PLAN AREA OF WORK DATE 01/24/01 DRAWN BY RR/DS M I L CHECKED BY APPROVED BY AD L NOT FOR CONSTRUCTION ❑ RELEASED FOR CONSTRUCTION RECORD DRAWING ❑ AS -BUILT DRAWING ❑ DATABASE DRAWING TITLE PARTIAL FLOOR PLAN & MESH CAGE DETAILS GLC NO. DRAWING NO. 33340 A2001 SHEET 3 OF 3 OWNER: SBC TELECOMM ONE BELL CENTER 36 WEST 5TH STREET ST. LOUIS, MO 63101-3699 198'-7" LIFE FE SAFETY PLAN, NOTES LS1. PER NFPA 101 TELEPHONE EXCHANGE BUILDINGS ARE CLASSIFIED AS LOW HAZARD INDUSTRIAL OCCUUANCIES. SEE NFPA 101 4-1.9 AND 28-1.4.1b LS2. ALL PATHS FOR EGRESS SHALL BE MINIMUM 36" CLEAR IN ALL INSTANCES, PER NFPA 101 28-2.3 AND 5.3. FOR INDUSTRIAL OCCUPANCIES. LS3. NOT USED LS4. EXISTING 1—HOUR FIRE RATED CORRIDOR WALL. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND VERIFY ARCHITECT WHERE NON—COMPLIANCE. LS5. EXISTING FIRE EXTINGUISHERS TO REMAIN. LS6. ALL PENETRATIONS THROUGH NEW OR EXISTING FIRE RATED WALL PARTITION CONSTRUCTION TO BE FILLED/CONCEALED TO MAINTAIN FIRE RATING. REFER TO DETAIL SHEET FOR ADDITIONAL INFORMATION. LS7. NOT USED. LS8. REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION. LS9. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. LS10. NO WORK IN THIS AREA. ARCHITECT HAS NOT SURVEYED SHADED AREA FOR LIFE SAFETY COMPLIANCE. LS11. PER NFPA101 5-2.1.1.4.1 DOORS NEED NOT SWING OUT SINCE OCCUPANCY LOAD OF THIS AREA IS LESS THAN 50. THIS PORTION OF FLOOR AREA IS X SF DIVIDED BY 100 SQ. FT. OCCUPANT LOAD FOR INDUSTRIAL (NFPA 28-1.7) IS 40 PEOPLE. FLQ O R CAPACITY TOTAL FLOOR AREA = 7690 SF OCCUPANCY: (PER NFPA 101 28-1.7) PROPABLE CONDITION OCCUPANCY IS 9 PERSONS PER SBCCI — STORAGE OCCUPANCY NFPA 101 — INDUSTRIAL OCCUPANCY SPECIAL PURPOSE (A-28-1.4.1) EGRESS:(PER NFPA 101 28-2.4.1) EXITS REQUIRED = 2 EXITS PROVIDED = 2 DISTANCES: (PER NFPA 101 28-2.5.3 AND 28-2.6.3) COMMON PATH OF TRAVEL ALLOWED = 50 FT. MAXIMUM TRAVEL DISTANCE ALLOWED = 300 FT. DISTANCES: (PER SBCCI 1004-----) COMMON PATH OF TRAVEL ALLOWED = 50 FT, MAXIMUM TRAVEL DISTANCE ALLOWED = 200 FT. FIRE PROTE DON PER NFPA 101 28-3.5 THERE ARE NO EXTINGUISHING REQUIREMENTS. PER NFPA 101 28-3.6 EXIT ACCESS CORRIDORS NEED NOT BE RATED. PER NFPA 101 29-2.9 AND 5-9 EMERGENCY LIGHTING IS REQUIRED. PER NFPA 101 28-2.8 AND 5-8 FIRE EXIT LIGHTS ARE REQUIRED. PER NFPA 101 28-3.4 AND 7-6 FIRE DETECTION AND ALARM SYSTEMS . ARE REQUIRED. REFER TO FIRE ALARM DRAWINGS FOR ADDITIONAL INFORMATION. 0 SMOKE DETECTORS ARE PROVIDED. FIRE EXTINGUISHERS: PER NFPA 10 TABLE 3-2.1 FOR LIGHT (LOW) HAZARD OCCUPANCY, ONE EXTINGUISHER IS REQUIRED FOR EVERY 3000 SQ.FT. OF FLOOR AREA. MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER SHALL NOT BE MORE THAN 75 FT. MINIMUM RATING FOR EXTINGUISHER MUST BE 2—A. 7690 SQ.FT. OF FLOOR AREA / 3000 SQ.FT. = 3 EXTINGUISHERS REQUIRED 8 EXISTING WALL —MOUNTED FIRE EXTINGUISHERS 0 NEW WALL —MOUNTED FIRE EXTINGUISHER NEW FIRE EXTINGUISHERS TO BE 10—B RATED CARBON DIOXIDE TYPE TO BE MOUNTED AT 48" A.F.F. LABEL PER NFPA REQUIREMENTS ON ADJACENT WALL AREAS. SYMBOLS LEGEND U.N.O. ALL FIRE EQUIP. SHOWN IS EXISTING (N) NEW O (E) EXISTING LW (N) ® (E) (N) ® (E) ® (N) ® (E) EXISTING MEANS OF EGRESS TO REMAIN ® NEW MEANS OF EGRESS PATH 0 EGRES DISTANCES A-B= 48' LF B-C= 78' LF B-D= 24' LF CONSULT PRJ. NO. 01-021 SUB -CONSULT PRJ. NO. BST PRJ, NO. ALAI D. LERNER AR#0005784 CONSULTANT SUB -CONSULTANT OFFERLE-LERNER AIA 13831 SW 59 ST SUITE 200, M IAM I, EL 33183 305-385-1700 AA#0003139 NO. I DATE PROJECT TITLE DESCRIPTION I APPROVAL SANFORD MAIN COLOCATOR-SBB 501 WEST NINTH STREET SANFORD, FLORIDA 32771 KEY PLAN AREA OF WORK DATE 01 /24/01 DRAWN BY RR/DS MIL CHECKED BY APPROVED BY AD L NOT FOR CONSTRUCTION ❑ RELEASED FOR CONSTRUCTION RECORD DRAWING ❑ AS —BUILT DRAWING ❑ DATABASE DRAWING TITLE BUILDING LIFE SAFETY FLOOR PLAN FOR PERMIT AND PRICING GLC NO. DRAWING NO. 33340 A2000 SHEET 2 OF 3 R 23 LU }Luz W� Jp��lW.z-�z�z o¢p0LLLn�� zw-OLz ~cnLu> O ao.00Zz�Q� a UU a> ¢dL rz w � +-wp O�, OF'oF_p0� b -o a��ti p C. z Q� W10 J[tfa�wa a> rn aevo �� r W�-pF-U[YCR cll T T zz R w z Cd¢V¢w=�LYU1 q JH Wz 0 W < IL) :0 �;, OZ Q � 'M p LCLJLt~i I- trs I-0 5¢Z o m 2it: 7 {�UW w Lu i CLtr 2 cr .� C� ai i? .Z �pQ-SOU~0O `tpltly QN �2 _c L'o Qj .1i.J1 rr> a wJOU�U� __ >• c5 T 57 W O Lo `•' .r�i (� U (n U Q f=— UUZLdZZ) >~ W UU �_ CsJ CCS ci O C' C5`A U2 G7Cn.rJ C tL!lL f FZUO: V aIn