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HomeMy WebLinkAbout1101 WP Ball Blvd 04-2517 New build Circuit Cityr Sf �' � Q ni z�' r j t Ti'b i c a v3 `c a w a c a 0 o +1 N O a EE 6 z 1 I � Q w I i v M I � i v I J 1 a 0 d i .4- Cu Cu N N U U U Y o, CS z v 7 ABBREVIATIONS A AMPERE LAM LAMINATE (D) AB ANCHOR BOLT LAV LAVATORY AC ABOVE COUNTER LBS POUNDS LC LIGHT CONTRACTOR ACST ACOUSTIC (AL) LF LINEAR FEET AD AREA DRAIN LG LONG; LENGTH ADD. ADDENDUM LLH LONG LEG HORIZONTAL ADJ ADJACENT LLV LONG LEG VERTICAL ADJT ADJUSTABLE LP LIGHTING PANEL / LOW POINT AFF ABOVE FINISH FLOOR LTG. LIGHTING AIC AMPERE INTERRUPTING CAPACITY LV LOW VOLTAGE AL ALUMINUM ALT ALTERNATE MAS MASONRY ALUC ALUCOBOND MATL MATERIAL AMP AMPERE MAX MAXIMUM +� AP ACCESS PANEL MBH THOUSAND BTU PER HOUR APPROX. APPROXIMATE ARCHITECT (AURAL) MCC MOTOR CONTROL CENTER ARCH MDP MAIN DISTRIBUTION PANEL ASPH ASPHALT MECH MECHANICAL ASTM AMERICAN SOCIETY FOR MET MEDIUM TESTING AND MATERIALS MET METAL MFR MANUFACTURER BAL BALANCE MGR MANAGER BD BOARD MIN MINIMUM BTWN BETWEEN MISC MISCELLANEOUS BIT BITUMINOUS MLO MAIN LUGS ONLY BKR BREAKER MO MASONRY OPENING BLDG BUILDING MR MOISTURE RESISTANT BLKNG BLOCKING MTD MOUNTED BM BEAM MTG MOUNTING BOT BOTTOM BRIDGE BRIDGING N NORTH BRG BEARING NIC NOT IN CONTRACT BS BOTH SIDES NO. NUMBER BTU BRITISH THERMAL UNIT NOM NOMINAL BUR BUILT UP ROOFING NTS NOT TO SCALE CAB CABINET CAP CAPACITY OC ON CENTER CB CIRCUIT BREAKER OD OUTSIDE DIAMETER CFM CUBIC FEET PER MINUTE OFF OFFICE CHI CAST IRON OPNG OPENING CJ CONTROL JOINT OPP OPPOSITE CAT CIRCUIT OPS OPERATIONS CLG CEILING OVHD OVERHEAD CLOS CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT PCF POUNDS PER CUBIC FOOT CO CLEANOUT PCP PRECAST CONC PANEL COL COLUMN PH PHASE CONC CONCRETE PL PLATE CONN CONNECTION PLAM- PLASTIC LAMINATE CONST CONSTRUCTION PLAS PLASTER CONT CONTINUOUS P L M B PLUMBING CONTR CONTRACTOR PLYWD PLYWOOD COP COPPER PNL PANEL CPT CARPET (ED) POST POINT OF SALE TERMINAL CSK COUNTERSUNK, PP POWER PANEL CT CERAMIC TILE PSF POUNDS PER SQUARE FOOT CW COLD WATER, PSI POUNDS PER SQUARE INCH CONTROL WIRE` PTD/D PAPER TOWEL DISPENSER/DISPOSAL PTN PARTITION PVC POLYVINYL CHLORIDE D DEPTH; DEEP PWR POWER DBL DOUBLE DET DETAIL DIA DIAMETER R RADIUS; RISER DIM DIMENSION RD ROOF DRAIN DN DOWN REINF REINFORCEMENT DP DISTRIBUTION PANEL REQ'D REQUIRED IDS DOWNSPOUT RESIL RESILIENT DWG DRAWING REV REVISION RL RAIN LEADER E EAST RM ROOM EA EACH RTU ROOF TOP UNIT EJ EXPANSION JOINT RO ROUGH OPENING EL ELEVATION RP RECEPTACLE PANEL ELEC ELECTRIC (AL) ENC ENCLOSE (URE) EMER EMERGENCY S SOUTH EP ELECTRICAL PANEL SAN SANITARY EQ EQUAL SATC SUSPENDED ACOUSTICAL EQUIP EQUIPMENT TILE CEILING EW EACH WAY SCHED SCHEDULE (D) EWC ELECTRIC WATER COOLER SECT SECTION EXH EXHAUST SF STOREFRONT EXIST EXISTING SH SHEET EXP EXPANSION; EXPOSED SIM SIMILAR EXT EXTERIOR SQ SQUARE ST STREET STD STANDARD F FAHRENHEIT STL STEEL FA FIRE ALARM STOR STORAGE. FD FLOOR DRAIN; FIRE DAMPER STS SECURITY/TELEPHONE SYSTEM FDN FOUNDATION SUSP SUSPENDED FE FIRE EXTINGUISHER SW SWITCH FH FIRE HYDRANT SWGR SWITCHGEAR F. 1. FIXTURE INSTALLER SYM SYMMETRY (ICAL) FIN FINISH (ED) SYS SYSTEM FL FLOOR; FULL LENGTH FLG FLASHING FLUOR FLUORESCENT T TREAD F/O FACE OF TEL TELEPHONE FPM FEET PER MINUTE TEMP TEMPERATURE; TEMPORARY FIR FIRE RETARDANT THK THICK (NESS) FT FOOT, FEET THR THRESHOLD FTG FOOTING THRU THROUGH FTR FLUE THRU ROOF T/O TOP Of' FUR FURRING (ED) TOW TOP OF' WALL TS TIME SWITCH/TUBE STEEL TYP TYPICAL GA GAGE TR TREAT-D GALV GALVANIZED TV TELEVISION GC GENERAL CONTRACTOR GEN GENERAL GL GLASS UC UNDER COUNTER GPM GALLONS PER MINUTE UG UNDERGROUND GR GRADE UH UNIT HEATER GRID GROUND UL UNDERWRITER'S LABORATORY GYP GYPSUM UNO UNLESS) NOTED OTHERWISE GFCI GROUND FAULT CIRCUIT INTERRUPTER V VOLT HC, HDCP HANDICAP VA VOLT -AMP HDW HARDWARE VC VACUUM CLEANER HM HOLLOW METAL VCT VINYL COMPOSITION TILE HORIZ HORIZONTAL VERT VERTICAL_ HP HORSEPOWER; HIGHPOINT VP VENT PIPE HSS HOLLOW STRUCTURAL STEEL VTR VENT THRU ROOF HT HEIGHT VWC VINYL WALL COVERING HVAC HEATING/VENTILATING/ AIR CONDITIONING HW HOT WATER fin/ WIDTH; WASTE; WEST; WIRE HWH HOT WATER HEATER W/ WITH WC WATER CLOSET WD WOOD ID INSIDE DIAMETER WF WATER FOUNTAIN IN INCH (ES) W/o WITHOUT INCL INCLUDE (D), (ING) WID WATERPROOF (ING) TNT INTERIOR WS WASTE STACK; WATERSTOP INSUL INSULATION; INSULATED WIT WEIGHT WWF WELDED WIRE FABRIC JAN JANITOR JB JUNCTION BOX XFMR TRANSFORMER JST JOIST JT JOINT KV KILOVOLT KVA KILOVOLT - AMPERE KW KILOWATT TASK BY CCSI CONTRACTOR BY SITE DEVELOPER 1. PAD 2. UTILITIES TO W/i 5'-0" OF BUILDING ❑ 3. PAVING AND CURBS ❑ 4. SIDEWALKS TO BACK -OF -CURBS. ® ❑ 5. SITE LIGHTING ❑ 6. TRUCK DOCK, CONCRETE STOOPS AND APRONS ® ❑ 7. LANDSCAPING ❑ THE FOLLOWING IS A LIST OF SUPPLIERS AND RELATED PRODUCTS WHICH THE OWNER REQUIRES THE GENERAL CONTRACTOR TO MAKE SPECIAL PURCHASE OF, OR CONTACT FOR DELIVERY AND INSTALLATION COORDINATION. FURNISHED INSTALLED SUPPLIERS PRODUCTS BY BY FINISHES - INTERIOR AND EXTERIOR GIRTMAN & ASSOCIATES, INC. H.M. DOORS, FRAMES & HARDWARE CONTR CONTR NASHVILLE, TN. PHONE: 615-350-6000 KEMLITE CO. FRP PANEL CONTR CONTR CONTACT: BOB KILBOURNE PHONE: 800-435-0080 L & M CONSTRUCTION CHEMICALS, INC. CURING COMPOUND CONTR CONTR PHONE: 800-362-3331 BESAM AUTOMATIC DOOR SYSTEMS CONTR CONTR CONTACT: SCOTT LINDSAY PHONE: 609-443-5800 STANLEY ACCESS TECHNOLOGIES AUTOMATIC DOOR SYSTEMS CONTR CONTR CONTACT: ANDREA DAVIS PHONE: 860-409-6533 ARMSTRONG WORLD INDUSTRIES CEILING TILE & GRID CONTR CONTR CONTACT: PHYLLIS MILLER PHONE: 800-442-4212 MANNINGTON COMMERCIAL VCT, MODULAR CARPET TILE CONTR CONTR CONTACT: ETEVA BALDWIN PHONE: 800-241-2262 x6581 CHECKPOINT SYSTEMS SECURITY SENSORS OWNER OWNER INSTALLATION CREW: CONTACT: MARK DUDUCK (MANAGER) PHONE: 800-257-5540 EXT: 3135 CENTRAL INSTALLATION QUE LINE PHONE: 800-257-5540 EXT: 4300 CONTACT: BARBARA LEONARD PHONE: 800-257-5540 EXT: 3227 STATES RESPONSIBLE FOR: ME,VT,MA,NY,RI,CT,NJ,DE,PA,NH,WV,VA,MD CONTACT: DEBBIE STEINHAUS PHONE: 800-257-5540 EXT: 2429 STATES RESPONSIBLE FOR: ND,MN,WI,SD,NB,IA,IL,KS,MO,KY,OK,AR,TN,MS,AL,GA,TX,LA,FL CONTACT: RAMINTA KALINAUSKAS PHONE: 800-257-5540 EXT: 3288 STATES RESPONSIBLE FOR: WA,OR,ID,MT,WY,CA,NV,UT,CO,AZ,NM,MI,IN,OH,NC,SC MATS, INC. ENTRY WAY MATTING, CONTR CONTR CONTACT: DONNA McCLEOD RECYCLED RUBBER FLOORING PHONE: 800-628-7462 x241 SERVICE NEON SIGNS, INC. PAINTED ALUM WALL CONTR CONTR CONTACT: GEORGE MARINO, III SCONCE PLATE PHONE: 703-354-3000 TOILET ACCESSORIES (** ALL OTHER TOILET ACCESSORIES BY CONTR.) PAPER TOWEL DISPENSERS/ PAPER OWNER CONTR HOLDERS/ SOAP DISPENSERS/ FEM NAPKIN DISP. & RECEPT./ HAND DRYER/ BABY CHANGING STATION ** FORMS + SURFACES UNIVERSAL WASTE RECEPTACLE OWNER CONTR CONTACT: JIM C. MANUS PHONE: (800)-451-0410 SIGNAGEa CUMMINGS SIGNS SIGaNAGE OWNER OWNER CONTACT: LINDA ADKINS PHONE: 334-983-8000 STRUCTURAL._ ROOF_ SYSTEM VULCRAFT STEEL JOISTS, OWNER CONTR CONTACT: WADE WATFORD STEEL JOIST GIRDERS, PHONE: 803-662-0381 ROOF DECK ROOF TOP UNIT EQUIPMENT LENNOX RTU CONTR CONTR CONTACT: RENEE COOK PHONE: 972-497-5160 ELECTRICAL EQUIPMENT RICHMOND ELECTRIC SUPPLY CO. (RESCO) FLEX TRAY, BUSSWAYS, CONTR CONTR CONTACT: CHIP BRUCE, DARYL HARMON GEAR, LIGHTING, RELOC, PHONE: 804-353-2511 POWER POLES ENERGY MANAGEMENT SYSTEM NOVAR EMS CONTR CONTR CONTACT: DARLA HURST PHONE: 330-670-1010 CIRCUIT CITY STORES, INC. CONSTRUCTION DEPARTMENT 9950 MAYLAND RICHMONDi VIRGINIA CONSULTANT'S LEGEND PROJECT MANAGERS ARCHITECTURAL STRUCTURAL, MECHANICAL, ELECTRICAL CASCO 10877 WATSON ROAD ST. LOUIS, MO 63127 Phone: (314) 821-1100 Fax: (314) 821-4162 Contact: ART SCHNIEDERMEYER FIRE PROTECTION KEN BUHLER & ASSOCIATES 11 ERITA LANE SMITHTOWN, NY 11787 Phone: (631) 360-3770 Fax: (631) 360-3770 Attention: RANDY BUHLER 1 BUILDING SECTION LETTER 4.3 SHEET WHERE DRAWN, TYP DETAIL NUMBER 3. ROOM ELEVATION NUMBER 1 4 2 ��- DRAWING WHERE SHOWN 3 A7.9 (IF OTHER THAN SAME DRAWING) ACOLUMN LINE DOOR NUMBER 19 8 STOREFRONT NUMBER 1B PARTITION TYPE 106 ROOM NUMBER P-1 WALL FINISH TS-2 TRANSITION STRIP CIVIL ENGINEER KIMLEY-HORN & ASSOCIATES, INC. 3660 MAGUIRE BLVD, SUITE 200 ORLANDO, FL 32803 Phone: (407) 898-1511 Fax: (407) 894-4791 Contact: Melanie A. Edwards Email: melanie.edwards@kimley-horn.com DRIVE EARTH GRAVEL Qo%a'e° CONCRETE CONCRETE MASONRY UNIT METAL (LARGE SCALE.) ® METAL (SMALL SCALE) PLYWOOD WOOD FINISHED WOOD ROUGH INSULATION (BATT OR LOOSE) INSULATION (RIGID) GYPSUM BOARD, CEMENT, GROUT �c CERAMIC TILE, ACOUSTICAL TILE 02 1 3 4 WALL KEY (REFERS TO ROOM FINISH SCHEDULE) SITE LOCATOR MAP 23233 NOTE TO CONTRACTOR: MATERIALS, EQUIPMENT, AND ASSEMBLIES SHOWN OR SPECIFIED ARE MINIMUM REQUIREMENTS OR PERFORMANCE STANDARDS. LOCAL JURISDICTIONS MAY REQUIRE PERFORMANCE STANDARDS BEYOND THOSE SHOWN OR SPECIFIED. FURTHERMORE, LOCAL JURISDICTIONS MAY PREVENT THE USE OF COMMONLY ACCEPTED MATERIALS. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL LOCAL REQUIREMENTS FOR LICENSING, MATERIALS, AND PERFORMANCE STANDARDS, PRIOR TO SUBMITTING BID. ALL CONFLICTS BETWEEN THE CONTRACT DOCUMENTS AND LOCAL PEQUIREMENTS SHALL BE BROUGHT TO THE OWNER'S ATTENTION AND RESOLVED, BY MUTUAL AGREEMENT, PRIOR TO SUBMISSION OF BID OR HIGHEST PRICED WORK. LOCAL REQUIREMENTS VERSUS SPECIFIED ;ffQUIREMENTS SHALL BE INCLUDED IN THE BID. N OTE: THIS DESIGN CRITERIA IS PROVIDED FOR BUILDING OFFICIAL REVIEW CONVENIENCE ONLY AND IS NOT INTENDED FOR USE BY COMPONENT DESIGNERS OR MANUFACTURERS AS THEIR SOLE DESIGN CRITERIA WITHOUT VERIFICATION, EACH DESIGNER AND/OR MANUFACTURER MUST INDEPENDENTLY CONFIRM ALL CODE CRITERIA WITH WHICH HIS ELEMENTS OR COMPONENTS MUST COMPLY, INCLUDING BUT NOT LIMITED TO LOADING, APPLICATION, FUNCTIONALITY, ETC. PERFORMANCE CRITERIA PROVIDED ELSEWHERE BY A SPECIFIC DISCIPLINE SHOULD BE REGARDED AS THE MINIMUM STANDARDS ACCEPTABLE TO THE CLIENT. EACH SUPPLIER MUST EVALUATE THESE MINIMUMS AGAINST SPECIFIC INDUSTRY STANDARDS AS WELL AS CODES, LAWS, ORDINANCES, AND UNDERWRITER REQUIREMENTS GOVERNING HIS PRODUCT AS WELL AS OWNER INSURER REQUIREMENTS, AS APPLICABLE, THE MOST STRINGENT OF THESE CRITERIA SHALL GOVERN. i THIS STORE DESIGN IS BASED ON THE FOLLOWING DESIGN ASSUMPTIONS: - BUILDING CLASSIFICATIONS AND DATA APPLICABLE CODES: BUILDING CODE: 2001 FLORIDA BUILDING CODE ELECTRIC CODE: 2002 NATIONAL ELECTRICAL CODE MECHANICAL CODE: 2001 FLORIDA MECHANICAL CODE PLUMBING CODE: 2001 FLORIDA PLUMBING CODE FIRE CODE: 2001 FLORIDA FIRE PREVENTION CODE HANDICAPPED CODE: 2001 FLORIDA ACCESSIBILITY CODE ENERGY CODE: 2001 FLORIDA ENERGY EFFICIENCY CODE OTHER: 2001 FLORIDA FUEL GAS CODE OCCUPANCY GROUP CLASSIFICATION: USE GROUP M - MERCANTILE TYPE OF CONSTRUCTION CLASSIFICATION: TYPE IV UNPROTECTED, SPRINKLERED, UNLIMITED AREA MAXIMUM TRAVEL DISTANCE - 200'-0" BUILDING AREA: MERCANTILE/GRADE FLOOR AREAS: 25,884 S.F. WAREHOUSE: 4,942 S.F. TOTAL NET AREA: 30,826 S.F. ACCESSORY AREAS: 2,143 S.F. INTERIOR PARTITIONS: 416 S.F. TOTAL GROSS AREA: 33,385 S.F. EXTERIOR WALLS: 504 S.F. OVERALL BUILDING TOTAL: 33,889 S.F. ACTUAL OCCUPANCY LOAD (BASED ON GROSS AREA): ALLOWABLE OCCUPANCY LOAD: MERCANTILE (SALES): MERCANTILE (SALES & OFFICES): 24,463 S.F./30 = 816 OCCUPANTS SF1A/SF4: 71" / .15 = 473 BUSINESS AREAS: SF1B/SF2: 71" / .15 = 473 1,421 S.F./100 = 15 OCCUPANTS DR. #14: 35" / .15 = 233 ROAD SHOP: COST. WAITING AREA/VESTIBULE: 822 S.F./30 = 28 OCCUPANTS DR. #28/3: 35" / .15 = 233 WAREHOUSE: WAREHOUSE: 4,120 S.F./300 = 14 OCCUPANTS DR. #7: 35" / .15 = 233 ACCESSORY AREAS: TOTAL PROVIDED: 1,645 OCCUPANTS 2,143 S.F./O = 0 OCCUPANTS 873 < 1,645 THEREFORE OK INTERIOR PARTITIONS: 416 S.F. /0 = 0 OCCUPANTS TOTAL LOAD: 873 OCCUPANTS GROUND SNOW LOAD: 0 PSF ROOF LIVE LOAD: 20 PSF BASIC WIND SPEED: 110 MPH SEISMIC CLASSIFICATION: SEISMIC DESIGN CATEGORY B SOIL BEARING PRESSURE: 3000 PSF ELECTRICAL SERVICE: • 800 AMPS AT 277/480 VOLTS FIRE PROTECTION: WATER FLOW TEST DATA FOR HYDRAULIC GRADIENT: 52 PSI STATIC PRESSURE 2,049 GPM FLOW 45 PSI RESIDUAL PRESSURE HYDRANT FLOW TESTED @ HYDRANTS NEAR SITE ON OREGON AVE. & RINEHART ROAD. PLUMBING: WATER METER IS LOCATED OUTSIDE BUILDING AND IS PROVIDED BY CONSTRUCTION CONTRACTOR. PRESSURE IS ADEQUATE FOR FLUSH VALVE FIXTURES WITHOUT BOOSTER PUMP. MECHANICAL: COOLING SEASON OUTDOOR DESIGN TEMPERATURE _ 90 DEGREES F DRY BULB/75 DEGREES F WET BULB HEATING SEASON OUTDOOR DESIGN TEMPERATURE = 12 DEGREES F DRY BULB GAS IS AVAILABLE FOR HEATING. UTILITY COMPANY PROVIDES INCOMING SERVICE UP TO AND INCLUSIVE OF METER AND REGULATOR. SITE UTILITY LOCATIONS: COORDINATE WITH SITE & ARCH/ENG. DWGS. SITE ADDRESS: xxxx xxxx, xx CIVIL ENGINEERING DESIGN COORDINATION NOTICE NOTICE TO ALL PARTIES HAVING AN INTEREST IN THIS CONSTRUCTION PROJECT.: 1.) CIVIL ENGINEERING FOR THIS PROJECT IS BEING PERFORMED BY OTHERS. 2.) CONTRACTORS RELYING ON DOCUMENTS NOT COORDINATED WITH THE CIVIL ENGINEERING WORK; SHALL DO SO AT THEIR OWN RISK. 3.) COORDINATION WITH THE CIVIL ENGINEERING DOCUMENTS HAS BEEN COMPLETED ONLY AS SHOWN BELOW. CIVIL ENGINEERING CONSULTANT IS: KIMLEY-HORN & ASSOCIATES, INC. 3660 MAGUIRE BLVD SUITE 200 ORLANDO,_FL 32803 CIVIL SHT. DWG. NO. CIVIL SHEET DWG. TITLE REV. NO. REV. DATE REV. NO. REV. DATE REV. NO. REV. ; DATE C5 OVERALL SITE PLAN 9/22/03 C5, C6, C7 SITE PLAN C8 SITE PLAN 9/22/03 C9 SITE PLAN 9/22/03 C10 PAVING, GRADING & DRAIN PLN 9/22/03 C11 & C12 PAVING, GRADING & DRAIN PLN 9/22/03 C13 PAVING, GRADING & DRAIN PLN 9/22/03 C14 PAVING, GRADING & DRAIN PLN 9/22/03 C15 OVERALL UTILITY PLAN 9/22/03 C16 & C17 UTILTIY PLAN 9/22/03 C18 UTILTIY PLAN 9/122/03 C19 UTILITY PLAN 9/22/03 SHEET 24 BUILDING LOCATION PLAN 3 12/15/03 SHEET25 CCSI TEMP. ACCESS PLAN 3 12/15/03 _ SHEET 27 ELECTRICAL PLAN 3 12/15/03 COORDINATION CHECKED BY DISCIPLINE: ARCHITECTURAL INITIAL 1. DATE INITIAL DATE INITIAL DATE JLP' 3/2/04 THE FOLLOWING INDIVIDUALS WERE TEAM MEMBERS INVOLVED IN THIS PROJECT UNDER THE DIRECT SUPERVISION OF THEIR RESPECTIVE PROFESSIONAL OF RECORD: TEAM MEMBERS PROJECT MANAGER: ART SCHNIEDERMEYER ARCHITECTURAL TEAM: MARK S. BROMEIER, J.L. POST II, RIDGELY SCHLEMM HVAC/PLUMB. TEAM: DAVID A. GHANEM ELECTRICAL TEAM: PETE WALKER, KIMBERLY GERDING STRUCTURAL TEAM: DANNY A. KOLTA CIVIL TEAM: KIMLEY-HORN & ASSOCJATES,..JNC. QUALITY ASSURANCE TEAM: WARREN V. SUCHE LIST OF DR'AWINGS T1.0 TITLE SHEET CIVIL (SUBMITTED FOR REFERENCE) C1 COVER SHEET C2 - C3 GENERAL NOTES C4 EXISTING CONDITINS/DEMOLITION PLAN C5 OVERALL SITE PLAN C6 - C9 OVERALL PAVING, GRADING & DRAINAGE PLAN C10 SITE PLAN C11 - C14 PAVING, GRADING & DRAINAGE PLAN C15 OVERALL UT!LITY PLAN C16 - C19 UTILITY PLAN C20 MASTER SIGNAGE & MARKING PLAN C21 CONSTRUCTION DETAILS C22 - C23 UTILITY DETAILS C24 SECTIONS C25 LIFT STATION DETAILS C26 EROSION CONTROL PLAN C27 CONSTRUCTION STAGING C28 - C29 OFF SITE IMPROVEMENTS C30 RINEHART ROAD SECTIONS C31 TOWNE CENTER BLVD. SECTIONS C32 - C34 W.P. BALL BLVD. PLAN & PROFILES C35 MAINTENANCE OF TRAFFIC PLAN ARCHITECTURAL A2.0 LIFE SAFETY PLAN A2.1 FLOOR PLAN A2.1 F FLOOR FINISH PLAN A2.2 FIXTURE PLAN A2.2A SIGNAGE AND GRAPHICS PLAN A2.3 ROOF PLAN AND DETAILS A2.4 ROOM FINISH SCHEDULE A2.5 DOOR SCHEDULE AND DETAILS A2.6 STOREFRONT ELEVATIONS AND DETAILS A2,7 WAREHOUSE SHELVING, DETAILS AND INTERIOR PARTITION TYPES A3.1 EXTERIOR ELEVATIONS A3.2 WALL SECTIONS AND DETAILS A3.3 VESTIBULE PLAN AND DETAILS A3.4 WALL SECTIONS AND DETAILS A4.1 ENLARGED PLANS AND TOILET ELEVATIONS A4.2 MILLWORK, DETAILS AND SECTIONS A5.1 INTERIOR ELEVATIONS,, A5.2 INTERIOR ELEVATIONS A6.1 REFLECTED CEILING PLAN AND DETAILS STRUCTURAL SOA GENERAL NOTES AND TYPICAL DETAILS S1.1 FOUNDATION PLAN S1.2 FOUNDATION DETAILS S2.1 ROOF FRAMING PLAN S2.2 ROOF FRAMING DETAILS MECHANICAL M1.0 HVAC ROOF PLAN AND SCHEDULES M2.0 HVAC FLOOR PLAN M3.0 MECHANICAL DETAILS PLUMBING APR Q 9,! P1.0 GENERAL NOTES AND SCHEDULES P2.0 PLUMBING FLOOR PLAN P3.0 PLUMBING DETAILS ELECTRICAL E1.0 LIGHTING, SIGNAGE POWER PLAN AND"TE�TAILS­' E2.0 STS PLAN - ALARM, SOUND, ANTENNA AND SECURITY PROVISIONS E2.1 STS TELEPHONE EQUIPMENT "1OON� -PLAN AND DETAILS E3.0 STS DIAGRAMS- AND DETAILS E4.0 POWER PLAN AND DETAILS E5.0 ROUGH -IN PLAN AND DETAILS E5.1 LIGHTING DIMENSION PLAN E6.0 PANEL SCHEDULES AND RISER DIAGRAM E7.0 ENERGY MANAGEMENT SYSTEM CONTROL WIRING I Mr ii ❑W 1, Q V � � \ 00 _` t•' I N N Q qt0 � a QUN o m to m 3 0 Q 0M0 0� v=i� 3MN Fom N ® d . cc =z 0 o' ao 00 s �V `o CD �r '� � c ro e m aC C I� IL '"" o L as m b 0 L m c 3 0, 0 a Q d m m of m . 0 m .d 0 � \ 0 0 m 3 0 U U # w I W a Q X i aLdO m IL o d- 0 b` a rn ,o m rn r I # 0x rx 0 Qlu U a+ c U (D > a Q U) r a 1_ _j 0 O 0 W m m > 0 0 M W Z 0 Q ui 0 W 4 m tv rn N C 0 L 0 C 0uj U ® 0® Q 0 0 0� dz Q® ® EO ®� LL ® z11,. cJ. 20 H V) r W � � co U U1 IN Z a O O O Q , # - V/ ' N 0 d to ZO 0 at 0 2^941 Ito U) W ,.. W"4 a� �atp 0 i- j a } 5 i U O a =J . N n � L. Phaso CONTRACT. j Shoat No. T1N L L U C N N O �V O U N Q C O C O T N E_ Y O T O 7 O -I- I 3 CONSTRUCTION PLANS FOR t N U C OWNER: SURVEYOR: SHANNON SURVEYING, INC. WPB PROPERTIES V) 35929 OSPREY LANE 499 NORTH S.R. 434 Q Q SUITE 2153 EUSTIS FL, 32726 0 ALTAMONTE SPRINGS, FL 32714 CF F S ��NT��R DEVELOPER: CONTACT: JIM SHANNON I EE TOWN F�� T KA NO PHONE: (407) 774-8372 NORTH AMERICAN PROPERTIES Y 1080 HOLCOMB BRIDGE RD. ARCHITECT:Sanford, FL BUILDING 200, SUITE 150 6 PHILLIP S PARTNERSHIP CITY ul'F SANFU'RD, ROSWELL, GA 3007 CONTACT: JEFF PAPE 9000 CENTRAL PARK WEST, SUITE 400 PHONE: (770) 645-6566 ATLANTA, GA 30328 FAX: (770i) 643-9540 CONTACT: ROBERT FRENCH SE/_--jTEMLr3hEF\"' 0 PHONE: (404) 705-9411 CIVIL ENGINEERING: N N I �I CONTACT:pJAY R.A ACOKSONESP.IE.0 C L I E Iy T:°o 3660 MAGUIRE BLVD., SUITE 200 LANDSCAPE ARCHITECTURE: ORLANDO, FLORIDA 32803 SITE SOLUTIONS 3 5064 ROSWELL ROAD, C-101N(OIDORT" PHONE: (407) 898-1511 FAX: (407) 894-4791 ATLANTA, GA 30342 3 CONTACT: DAVID FLOYD, ASLA PHONE: (404) 705-9411 108000"' HC)L(0D;(DMB BRIEDOE R[D. E SUITE pQSITE LIGHTING: BUILEDINC� 15U 7 o Q WAYNE TOKKESDAL ONSITE LIGHTINGtl.� GEOTECHNICAL ENGINEERING: 'O�SWELL OA C030076 0 4 NE FIRST AVE. BUFFALO, MN 55313 GEOTECHNICAL & ENVIRONMENTAL CONSULTANTS, INC. PHONE: (612) 217-0400 1230 EAST HILLCREST ST. ORLANDO, FL 32803 CONTACT: CHRISTOPHER MEYER, P.E. ENVIRONMENTAL: E PHONE: (407) 898-1818 a sl MODICA AND ASSOCIATES FAX: (407) 898-1837 ff) [ { ¢ZJ O 302 MOHAWK RD. of t 15 v4 e CLERMONT, FL 34711 r L 1 0., CONTACT: JIM MODICA SHEETDESCRIPTION - E PHONE. (352) 394 2000aar1utr�+"""' f �Z C 1 COVER SHEET >; UTILITY SUPPL\1 NOTES 's C2 -C3 GENERAL �` �i�13 DEMOLITION PLAN u' iSYF �; C 4 EX 1 S T I N G C 0 N D 1 T I O N/ FIRE CODE OFFICIAL: �' TRANSPORTATION: OVERALL SITE PLAN C5 CITY OF SANFOR D ��� TOWNE CENTER BOULEVARD 3'3t`� C6—C9 .SITE PLAN FIRE LOSS MANAGEMENT DEPARTMENT U CITY OF SANFORD ' WORKS ;<z;1� C 10 OVERALL PAVING, GRADING AND DRAINAGE PLAN 9 300 N PARK AVENUE R R DEPARMENT OF PUBLICGE PLAN SANFORD, FL 32771 300 N PARK AVENUE — C 1 4 DRAINAGE 3z� C 1 1 PAVING, GRADING AND SANFORD, FL 32771 fIf C15 OVERALL UTILITY PLAN WATER AND REUSE: a RINEHART ROAD ;{ —C 19 UTILITY PLAN SEMINOLE COUNTY C 1 6 CITY OF SANFORD� C20 MASTER SI GNAGE AND MARKING PLAN ROADS OPERATIONS sf£: (k a P.O. BOX 1788 177 BUSH LOOP CIRCLE ETAI LS > - 7 8 C21 CONSTRUCTION D SANFORD, FL 32772 1 7 SANFORD, FL 32773 CONTACT PERSON: KEVIN TOLLIVER, PE. "` = s F � �����, — C2 3 � T C22 UTILITY E PHONE No. (407) 330-5640 ys C24 SECTIONS BUILDING DEPARTMENT: f C25 LIFT STATION DETAIL SEWER: CITY OF SANFORD f s � PLANNING & COMMUNITY DEVELOPMENT DEPARTMENT;'" C26 EROSION CONTROL PLAN w I3 f I � o U SEMINOLE COUNTY ENVIROMENTAL SERVICES 300 N PARK AVENUE ��� CONSTRUCTION STAGING AREA 500 W LAKE MARY BLVD SANFORD, FL 32771 f. o SANFORD, FL 32773 C28-29 OFF SITE IMPROVEMENTS Gi isi 3 rlfivi�tyfrrY CONTACT PERSON: BECKY NOGGLE C30 RINEHART ROAD SECTIONS PHONE No. (407) 665-2143 POWER C31 TOWNE CENTER BLVD SECTIONS o n FPL (FLORIDA POWER & LIGHT) C32—C34 WP BALL BLVD. PLAN AND PROFILES o 2626 W SR 46 CABLE: C35 MAINTENANCE OF TRAFFIC PLAN �� P.O. BOX 2149 i- BRIGHTHOUSE NETWORKS SANFORD, FL 32771 N. T. S. PL — 1 PRELIMINARY PLAT 944 MAGUIRE ROAD Q L CONTACT PERSON: CHARLIE JOHNSONIES FL 34761 PHONE No, (407) 328-1922 T 1 SIGNALIZATION NOTES/TABULATIONS OF QUANTIT aONOTACT PERSON: MARVIN L. USRY, JR PREPARED Y. ]-2 SIGNALIZATION PLAN—TOWNE CENTER BLVD./W.P. BALL BLVD. Y Q) PHONE No, (407) 532-8509 Q ". TELEPHONE: T3 SIGNALIZATION PLAN—RINEHART RD. W.P® BALL BLVD �� BELL SOUTH SEMINOLE COUNTY STANDARD MAST ARM DRAWING T, WATER MANAGEMENT DISTRICT: o 500 N. ORANGE AVENUE, RM 360 SHEET 2 OF 10 Q U ST JOHNS RIVER WATER MANAGEMENT DISTRICT ORLANDO, FL 32801 U' 975 KELLER ROAD CONTACT PERSON: LIZ DARWICK 3660 Maguire Boulevard l C PHONE. N.P.407) 380-1490 o ALTAMONTE SPRINGS, FL 32714 SECTION: 32 Suite 200 © 2003 Kimley—Horn and Associates, Inc. 1� PER SJRWMD COMMENTS — 11 /24/03 N NOTE: TOWNSHIP: 19S Orlando, FL 32803 NATURAL GAS:Kimley-Horn� PER SJRWMD COMMENTS — 01/15/04 N CONTRACTOR SHALL PAY FOR AND OBTAIN A SEMINOLE COUNTYPhone: 407-898-1511 A PUBLIC UTILITIES RIGHT-OF-WAY PERMIT AND HOLD A PRE -CONSTRUCTION CONFERENCE RANGE: 30E ACITY OF SANFORD SUBMITTAL — 03/12/04 t FLORID P.O. BOX 530969 BEFORE STARTING WORK. CONTACT JACKIE LARACUENTE, DEVELOPMENT and Associates,Inc. Fax: 407-894-4791 E DEBARY, FL 32753 REVIEW DIVISION, 407 665-7409 FOR INFORMATION ON SETTING YOUR JAY R. JACKSON, P.E. � � ( ) FL EB # 696 FL P.E. # 54247 CONTACT PERSON: JIM McKENNA PRE -CONSTRUCTION MEETING, ISSUANCE OF COUNTY PERMITS AND OTHER o PHONE No. (386) 668-2600 REQUIREMENTS. 07 o ;>D 0 , Q N r 0 z U W 0 Cr CL �npo W w z "4 N W Cn GENERAL NOTES: 1, LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES, AFFECTING THIS WORK, PRIOR TO CONSTRUCTION. 2. PRIOR TO THE INITIATION OF SITE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ANY EXISTING UTILITIES INCLUDING GAS, WATER, ELECTRIC, CABLE TV, COMMUNICATIONS, SANITARY SEWERS AND STORM DRAINAGE SYSTEMS, ON AND / OR ADJACENT TO THE SITE. REMOVE OR CAP AS NECESSARY, 3. THE CONTRACTOR SHALL EXERCISE CAUTION IN AREAS OF BURIED UTILITIES AND SHALL CALL "SUNSHINE" AT 1-800-432-4770 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO ARRANGE FOR FIELD LOCATIONS OF BURIED UTILITIES. 4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED, BY THE CONTRACTOR OR SUB -CONTRACTORS, AS CALLED FOR IN THESE CONTRACT DOCUMENTS. 5, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION/REQUIREMENTS. 6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ON ALL PRECAST AND MANUFACTURED ITEMS, TO THE OWNER'S ENGINEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 7. ALL UTILITY SERVICE STUB -OUTS (WATER, SANITARY SEWER, etc.) ARE TO BE INSTALLED WITHIN 5' OF BUILDINGS, UNLESS OTHERWISE NOTED ON PLANS. 8. CONTRACTOR TO COORDINATE WITH THE APPLICABLE ELECTRIC UTILITY SUPPLIER REGARDING ANY NECESSARY RELOCATION(S) OF UNDERGROUND AND/OR OVERHEAD ELECTRIC FACILITIES, AND FOR THE LOCATION AND INSTALLATION OF TRANSFORMER PAD(S) AND ASSOCIATED ELECTRIC FACILITIES. 9. SAFETY: A. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS/HER PERSONNEL. B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. C. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" SHALL BE FOLLOWED IN THE DESIGN, APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND CONSTRUCTION PERSONNEL FROM HAZARDS WITHIN THE PROJECT LIMITS. D. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION, E. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY ACT". THE CONTRACTOR SHALL INSURE THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 10, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AN "ON -SITE PIPING PERMIT" (IF REQUIRED) FOR CONSTRUCTION OF THE PROPOSED UTILITIES. THIS PERMIT MUST BE OBTAINED BY A DULY LICENSED PLUMBING CONTRACTOR (OR CLASS A GENERAL CONTRACTOR) PRIOR TO THE START OF CONSTRUCTION. THESE PLANS AND ANY SUBSEQUENT REVISIONS TO THESE PLANS, THAT ARE ISSUED BY THE ENGINEER, WILL BE SUBJECT TO THE APPROVAL CONDITIONS OF THIS PERMIT, 11. THE GRAPHIC INFORMATION DEPICTED ON THESE PLANS HAS BEEN COMPILED TO PROPORTION BY SCALE AS ACCURATELY AS POSSIBLE. HOWEVER, DUE TO REPRODUCTIVE DISTORTION, REDUCTION, AND/OR REVISIONS, INFORMATION CONTAINED HEREIN IS NOT INTENDED TO BE SCALED FOR CONSTRUCTION PURPOSES. 12. ALL SPECIFICATIONS AND DOCUMENTS REFERENCED HEREIN SHALL BE OF THE LATEST REVISION. 13. ALL UNDERGROUND UTILITIES MUST BE IN -PLACE, TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 14, WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH ANY OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS/SUBCONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE HIS/HER ACTIVITIES ACCORDINGLY. 15. ALL DISTURBED AREAS WITHIN THE SEMINOLE COUNTY OR CITY OF SANFORD R/W SHALL BE SODDED. 16. WHERE APPLICABLE UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE BACKFILLED WITH GRANULAR MATERIAL IN TWELVE INCH (12") LAYERS AND %) MAXIMUM DENSITY AS DETERMINED COMPACTED TO ONE HUNDRED PERCENT (100 BY AASHTO T-99. 17. CONTRACTOR SHALL ACQUIRE R/W UTILIZATION AND/OR UNDERGROUND UTILITY PERMITS FROM SEMINOLE COUNTY PRIOR TO CONSTRUCTION ACTIVITIES ASSOCIATED WITH RINEHART ROAD, 18. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY TRAFFIC SIGNAL EQUIPMENT INCLUDING BUT NOT LIMITED TO FIBER, LOOP SENSORS, PULL BOXES, CONDUIT, TRAFFIC SIGNALS AND CABINETS. ANY ITEMS DAMAGED BY THE CONTRACTOR WILL BE RESTORED TO THEIR ORIGINAL CONDITIONS UNLESS OTHERWISE AGREED UPON BY THE CITY ( TOWNE CENTER BLVD ) OR COUNTY ( RINEHART ROAD ) TRAFFIC ENGINEER. 19. THE CONTRACTOR WILL IMPORT TOPSOIL AT NO ADDITIONAL COST IF NECESSARY, 20, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY TRAFFIC SIGNAL EQUIPMENT INCLUDING BUT NOT LIMITED TO FIBER, LOOP SENSORS, PULL BOXES, CONDUIT, TRAFFIC SIGNALS, AND CABINETS. ANY ITEMS DAMAGED BY THE CONTRACTOR WILL BE RESTORED TO THEIR ORIGINAL CONDITIONS UNLESS OTHERWISE AGREED UPON BY THE COUNTY TRAFFIC ENGINEER. SHOP DRAWINGS 1. CONTRACTOR MUST PROVIDE SHOP DRAWINGS TO ENGINEER TWO WEEKS PRIOR TO CONSTRUCTION FOR EACH OF THE FOLLOWING COMPONENTS: SANITARY SYSTEM, DRAINAGE SYSTEM, WATER DISTRIBUTION SYSTEM, AND PAVEMENT SECTIONS. 2. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. GRADING AND PAVING NOTES: 1. ALL EXISTING UTILITIES SHALL BE FIELD LOCATED AND FLAGGED PRIOR TO THE START OF WORK. 2, THE CONTRACTOR SHALL REMOVE ALL VEGETATION, SURPLUS SOIL, DEMOLITION RUBBLE, AND OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH GOVERNING LAWS AND CODES. THE CONTRACTOR SHALL SHAPE THE SUB GRADE IN ACCORDANCE WITH THE GRADING PLAN, TAKING INTO ACCOUNT THE THICKNESS OF THE PAVING SYSTEM. THE TOLERANCE OF ROUGH GRADING SHALL BE WITHIN 1/2" HIGH TO 1" LOW. 3. WHERE ASPHALT PAVING MEETS CONCRETE PAVING SUCH AS AT CONCRETE CURBING, THE ASPHALT SHOULD BE FINISHED 1/4" TO 1/2" ABOVE THE CONCRETE SURFACE TO ALLOW FOR FURTHER TRAFFIC COMPACTION OF THE ASPHALT. 4. A JOINT PLAN FOR THE CONCRETE PAVING SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ARCHITECT FOR APPROVAL. JOINTS SHALL BE PROVIDED ALONG PROPERTY LINES WHERE ALL DRIVEWAYS CROSS. 5. DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVING IS IN PLACE, THE CONTRACTOR, SHALL PROMPTLY TAKE REASONABLE MEASURES TO OBTAIN AND MAINTAIN A DRY SITE CONDITION. SUCH MEASURES SHALL INCLUDED PUMPING OF FREE SURFACE WATER, MINOR HAND AND/OR MACHINE SHAPING OF FACILITATEWATER REMOVAL, AND OTHER OPERATIONS TO SPEED DRYING. 6. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS, ETC.) IS TO BE EXCAVATED AND REPLACED WITH SUITABLE/COMPACTED SOILS AS DIRECTED BY THE OWNER'S SOILS TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER, EXCAVATED AREAS ARE TO BE BACK FILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. 8. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOILS TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS. 9. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADES, UNLESS OTHERWISE NOTED. 10. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 11. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT, 12. ALL TRAFFIC CONTROL PAVEMENT MARKINGS SHALL BE MADE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX #17346. 13. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD, OR OTHER APPROVED MATERIALS ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. CONTRACTOR TO COORDINATE WITH OWNER REGARDING TYPE OF MATERIAL, LANDSCAPING AND IRRIGATION REQUIREMENTS. 14, THE CONTRACTOR SHALL RESTORE OFF -SITE CONSTRUCTION AREAS TO EQUAL AND/OR BETTER CONDITION THAN EXISTING PRIOR TO START OF CONSTRUCTION. 15. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATION AT PROPERTY LINES. 16. SURVEY MONUMENTS OR BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, SHALL BE REPLACED UPON COMPLETION OF WORK BY A REGISTERED LAND SURVEYOR. 17. FINAL GRADES SHOWN INCLUDE SOD HEIGHT. ALL AREAS SHALL BE GRADED TO DRAIN AWAY FROM THE BUILDINGS. 18. NOTE TO CONTRACTOR: DURING CONSTRUCTION, SATURATED SOILS AND/OR WATER MAY BE EXPOSED DURING EXCAVATION IN THESE CUT AREAS AND THE CONTRACTOR SHOULD BE PREPARED TO HANDLE THIS DURING EXCAVATION AND COMPACTION OF SUBGRADE AND FILL SOILS. PAINT NOTE: 1. WHERE APPLICABLE DOUBLE YELLOW STRIPING, HANDICAP, STOP BARS AND FIRELINE STRIPING TO BE THERMOPLASTIC. SIGN NOTES: 1, STOP SIGNS ARE TO BE HIGN INTENSITY GRADE. U) a� 0 c O E O. N 0 0 N OCT U) a� 0 I N U b U C ui N 0 �U O m a .o C O C O 2 T N E Y U T 0 0 r 3 0 r U C 0 V 0 a C 0 C O 2 i T v E Y C 0 0 a 0 0 -o C 0 0 0 N Lo 0 C L 3 0 0 C E U O U3 r C 0 Q) 0 L 0 0 n. E C a 0 a� 0 a 0- ul 0 U 3 0 C U C 0 En N 0 a. a U U N a) L 0 _T C O Q) 0 C C U aCo 0 C N E D L Q N 0 C U 0 C U) n. c .N Q) U D C O ul V a U C 0 U N c c 3 v 0) O C Q {_ 0 CLEARING AND SITE PREPARATION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF HE EROSION CONTROL DEVICES, AS SHOWN ON THE CONSTRUCTION PLANS, PRIOR TO ANY SITE CLEARING AND/OR DEMOLITION, REFER TO THE "EROSION AND SILTATION CONTROL NOTES" SECTION CONTAINED HEREIN AND EROSION CONTROL PLAN FOR ADITIONAL REQUIREMENTS. 2. PRIOR TO ANY SITE CLEARING, ALL REES SHOWN TO REMAIN, AS INDICATED ON HE CONSTRUCTION PLANS, SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE ORDINANCES, AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREE(S) SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER AND THE LOCAL AGENCY HAVING JURISDICTION OVER THESE ACTIVITIES. 3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION, ALL DISTURBED AREAS MUST BE SEEDED, ULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL, MMEDIATELY FOLLOWING CONSTRUCTION. 4., THE TOP 4" TO 6 OF GROUND REMOVED DURING CLEARING AND GRUBBING ACTIVITIES SHALL BE STOCKPILED, TO BE USED FOR LANDSCAPING PURPOSES, NLESS OTHERWISE DIRECTED BY THE OWNER. REMAINING EARTHWORK THAT ESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON -SITE, PROVIDED THE MATERIAL IS DEEMED SUITABLE BY THE OWNER'S SOILS TESTING COMPANY. EXCESS MATERIAL IS TO EITHER BE STOCKPILED ON -SITE, AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING ANY EXCESS MATERIAL FROM THE SITE. 5. ALL EXISTING DEBRIS (ABOVE OR BELOW GROUND), CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS. 6. THE CONTRACTOR IS TO PREPARE THE SITE IN ACCORDANCE WITH THE SOILS REPORT, COPIES OF WHICH ARE PROVIDED IN THE SPECIFICATIONS. 7. CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION OF TEMPORARY CONSTRUCTION FENCE AROUND ENTIRE PERIMETER OF PROPERTY. TYPE OF FENCE TO BE SUBMITTED BY CONTRACTOR TO ENGINEER FOR APPROVAL. EROSION AND SILTATION CONTROL: 1. GENERAL: ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION, DURING CONSTRUCTION, DENUDED AREAS SHALL BE COVERED BY MULCHES SUCH AS STRAW, HAY AND FILTER FABRIC. ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS OR HAY BALES, THESE SHALL BE MAINTAINED AND MODIFIED DURING THE CONSTRUCTION PROCESS TO MINIMIZE DOWNSTREAM SILTATION. WHEN CONSTRUCTION IS COMPLETED, DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE -SODDED TO PROPERLY DETAIN THE INTENDED STORM QUANTITIES. 2. PROTECTION AND STABILIZATION OF ON -SITE SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON -SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL ANY UNSTOCKPILES MATERIAL REMAIN MORE THAN THIRTY (30) CALENDAR DAYS AFTER SUBSTANTIAL PROJECT COMPLETION. 3. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED -AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 4. SEDIMENT BASINS AND TRAPS, SEDIMENT TRAPPING MEASURES: PERIMETER BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING BODIES OF WATER, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS, SUCH SYSTEMS SHALL BE FULLY OPERATIVE BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. EARTHEN STRUCTURES INCLUDING BUT NOT LIMITED TO BERMS, EARTH FILTERS, DAMS OR DIKES SHALL BE STABILIZED AND PROTECTED FROM DRAINAGE DAMAGE OR EROSION WITHIN ONE WEEK OF INSTALLATION. 5. ALL SWALES, DITCHES AND CHANNELS: CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN THREE (3) DAYS OF EXCAVATION. 6. THE CONSTRUCTION :OF UNDERGROUND UTILITY CONSTRUCTION: UNDERGROUND UTILITY LINES AND OTHER STRUCTURES SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING STANDARDS: A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPEN AT ANY ONE TIME; B. WHEREVER CONSISTENT WITH SAFETY AND SPACE CONSIDERATION, EXCAVATED MATERIAL SHALL BE CAST TO THE UPHILL SIDE OF TRENCHES. TRENCH MATERIAL SHALL NOT BE CAST INTO OR ONTO THE SLOPE OF ANY STREAM, CHANNEL, ROAD, DITCH OR WATERWAY. 7. ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE MAINTAINED: CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. DEMOLITION NOTES: 1. CONTRACTOR SHALL SUBMIT DEMOLITION SCHEDULE TO OWNER PRIOR TO PROCEEDING WITH DEMOLITION ACTIVITIES. 2. EXTENT OF SITE CLEARING IS SHOWN ON DRAWINGS, 3. SITE DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO: A) ROADWAY B) DRAINAGE AREA C) SITE UTILITIES D) LANDSCAPING 4. CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. 5. PROVIDE PROTECTION NECESSARY TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS INDICATED ON PLAN AS "EXISTING TO REMAIN." 6. RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO PARTIES HAVING JURISDICTION. 7. REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPERTY AND DISPOSE OF OFF SITE IN A LEGAL MANNER. 8. LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN AREAS OF WORK IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING DEMOLITION OPERATION, 9. SHOULD UNCHARTED, OR INCORRECTLY CHARTED, PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING DEMOLITION, CONSULT PROJECT ENGINEER AND UTILITY OWNER FOR IMMEDIATE ACTION. 10. DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL INDICATED ON PLAN OR NOTES "TO BE REMOVED." 11. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION. 12. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR BETTER. FURTHERMORE CONTRACTOR SHALL PROVIDE TO ENGINEER PHOTOGRAPH OF PRE -CONSTRUCTION CONDITIONS AND POST -CONSTRUCTION CONDITIONS AS NOTED ON PLANS. 13. CONTRACTOR SHALL MAINTAIN STORMWATER MANAGEMENT SYSTEM DURING CONSTRUCTION TO INSURE NO DAMAGE TO ADJACENT PROPERTIES OCCURS DURING STORM EVENTS. 14. CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLY IDENTIFIABLE MATERIAL, EQUIPMENT, ETC. FROM THE SITE IF NOT NEEDED FOR NEW CONSTRUCTION. H_ m \ W N F-- � O O J Q F- m V) m z U) 0 0 j ry W 0 z Q V) m 0 c� � z V11) 0 C 00 d N J C-.')a o O ® Q Oto m �-.� Qo-o o o o n o z o j o Q N pp O z 0�0 U a: O o W m J J m Y W o N < oro Li rl) co w m D z z z O o 4 w o U N z <L d 0 0 Lo W W � � z a 0 6 o W J o Q w cn � Q 3 m 0 r r Z Co m (n o m o Q W W -i C) U W 0_ 2 cn o o 0 W w Q O Lu W cC Z. OA r�1n v / O U DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER C2 a1 41 c 0 E Q r� N -t 0 U N ci L t� �U 41 0 I L� I c r N m N p u O o LLJ En Q N Q \ o C p UTILITYO O C T _N Y O Q p SANITARY SYSTEM NOTES: WATER SYSTEM NOTES: TESTING AND INSPECTION REQUIREMENTS (WATER) REQUIREMENTS FOR AS -BUILT DRAWINGS: o - � w o � 3 1. SANITARY SEWERS, FORCE MAINS, REUSE MAINS AND STORM SEWERS SHOULD ALWAYS CROSS UNDERNEATH WATER 1. SANITARY SEWERS, FORCE MAINS, REUSE MAINS AND STORM SEWERS SHOULD ALWAYS CROSS UNDERNEATH WATER 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL 9 MAINS. INSTALLATIONS OF SANITARY SEWERS, FORCE MAINS, REUSE MAINS AND STORM SEWERS, AT CROSSINGS OF MAINS. INSTALLATIONS OF SANITARY SEWERS, FORCE MAINS REUSE MAINS AND STORM SEWERS, AT CROSSINGS OF REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY T UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH COMPLETE "AS -BUILT" Q HE OWNERS ENGINEER. PRESSURE INFORMATION (BOTH THE REQUIRED NUMBER OF SETS OF DRAWINGS AND AN ELECTRONIC COPY), CERTIFIED BY A cn o WATER MAINS, SHALL BE PERFORMED SO AS TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN WATER MAINS, SHALL BE PERFORMED SO AS TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN TESTS TO BE IN ACCORDANCE WITH CITY OF SANFORD UTILITIES DEPARTMENT SPECIFICATIONS. CONTRACTOR TO cn THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE, WHENEVER POSSIBLE. THE CROSSING THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE, WHENEVER POSSIBLE. THE CROSSING SHALL REGISTERED LAND SURVEYOR. NO ENGINEERS CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY (C.O.) PURPOSES r� SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS SHALL BE EQUIDISTANT FROM THE POINT OF BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS SHALL BE EQUIDISTANT FROM THE POINT OF NOTIFY THE OWNERS ENGINEER AND APPLICABLE AGENCY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. WILL BE MADE UNTIL THIS INFORMATION HAS BEEN RECEIVED AND APPROVED BY THE OWNER'S ENGINEER. CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS, WHERE SANITARY SEWERS, FORCE MAINS, REUSE CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. AND FIRE LINE WATER SYSTEM(S), COPIES OF ALL BACTERIOLOGICAL TEST RESULTS ARE TO BE SUBMITTED TO THE "AS -BUILT" INFORMATION SHALL INCLUDE THE FOLLOWING: v �_ N MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, THE 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING, AND OBTAIN CLEARANCE OF DOMESTIC ' a WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP), AT THE CROSSING. (DIP IS NOT REQUIRED FOR WHERE SANITARY SEWERS, FORCE MAINS, REUSE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS OWNER'S ENGINEER FOR CERTIFICATION PURPOSES. 1. PAVEMENT AND CURB WIDTHS SHALL BE VERIFIED AND DIMENSIONED.. o STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED). SUFFICIENT LENGTHS OF DIP MUST BE USED TO THAN 18 INCHES VERTICAL DISTANCE, THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP), AT z Q PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO (2) JOINTS. THE SANITARY SEWER SHALL BE THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED). 2. ALL RADII AT INTERSECTIONS SHALL BE VERIFIED AND DIMENSIONED. THIS INFORMATION TO CLEARLY INDICATE IT AS BEING AS -BUILT. � PLACED IN A SLEEVE FOR 20 FEET CENTERED ON THE POINT OF CROSSING. ALL JOINTS ON THE WATER MAIN SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO v 0 p WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE, AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL (2)JOINTS IN LIEU OF DIP. THE SANITARY SEWER MAY BE PLACED IN A SLEEVE FOR 20 FEET CENTERED ON THE 3. PARKING LOT ELEVATIONS SHALL BE RECORDED AT ALL GRADE CHANGES OR OTHER INTERVALS AS NEEDED,. THE.,., CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSINGS. POINT OF CROSSING. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE, AND z.. p MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. SITE UTILITY NOTES: AS -BUILT CENTERLINE PROFILE OF ALL STREETS SHALL ALSO BE SHOWN ON THE PLAN AND PROFILE SO IT MAY BE vi s COMPARED TO THE EXISTING AND DESIGNED PROFILE GRADE LINES. `` T WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER WATER MAINS, THE CRITERIA FOR MINIMUM Lu o . E SEPARATION OF 18 INCHES BETWEEN LINES, AND 10 FEET BETWEEN JOINTS, CENTERED AT THE POINT OF CROSSING WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER WATER MAINS, THE CRITERIA FOR MINIMUM 1. THE LOCATION OF EXISTING UTILITIES, SUCH AS WATER MAINS, SEWERS, GAS LINES, ETC. AS SHOWN ON THE `- 'v Q o Y SHALL BE REQUIRED. THE WATER MAIN SHALL BE PLACED IN A SLEEVE FOR 20 FEET CENTERED ON THE POINT OF SEPARATION OF 18 INCHES BETWEEN LINES, AND 10 FEET BETWEEN JOINTS CENTERED AT THE POINT OF CROSSING PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF 4. STORM DRAINAGE STRUCTURES SHALL BE LOCATED AND/OR DIMENSIONED FROM CENTERLINES OR LOT LINES AS p o Q CROSSING, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE SHALL BE REQUIRED. THE WATER MAIN SHALL BE PLACED IN A SLEEVE FOR 20 FEET CENTERED ON THE POINT OF THE CONTRACTOR. HOWEVER, THE ENGINEER AND OWNER DO NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OF APPROPRIATE. WATER MAIN. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE CROSSING. ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE THE LOCATIONS SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES N Q o o JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING i.e. PIPES CENTERED ON THE CROSSING . WATER MAIN. 5. STORM DRAINAGE PIPE INVERT AND INLET ELEVATIONS SHALL BE RECORDED AND CLEARLY DENOTED AS AS -BUILT - o o r' o p ( ) FOR-tY-EIGHT (48) HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND HAVE THEIR FACILITIES LOCATED IN '3 z o j o THE FIELD PRIOR TO ANY WORK. INFORMATION. DESIGN ELEVATIONS SHALL BE CROSSED OUT AND AS -BUILT INFORMATION WRITTEN NEXT TO IT, ¢ N m a cu z Ld o c 0 THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE 2. A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER (INCLUDING ALL CROSSINGS SHALL BE ARRANGED SO THAT o ^ FORCE MAINS) AND EXISTING OR PROPOSED WATER MAINS, IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. THE EQUIDISTANT FROM THE POINT OF CROSSING (i.e. PIPES CENTERED ON THE CROSSING). 2. WHERE APPLICABLE UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE BACKFILLED WITH GRANULAR 6. STORM DRAINAGE PIPE MATERIAL, LENGTH, AND SIZE SHALL BE MEASURED AND/OR VERIFIED. THIS INFORMATION :E�, ,. z o DISTANCE FOR SEPARATION SHALL BE MEASURED EDGE TO EDGE, MATERIAL IN TWELVE INCH (12") LAYERS AND COMPACTED TO ONE HUNDRED PERCENT (100 %) MAXIMUM DENSITY AS TO CLEARLY INDICATE IT AS BEING AS -BUILT INFORMATION. o 0 w o WHERE A PROPOSED PIPE CONFLICTS WITH AN EXISTING PIPE, THE PROPOSED PIPE SHALL BE CONSTRUCTED OF DIP, DETERMINED BY AASHTO T-99, L > m IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE AND THE CROSSING SHALL BE ARRANGED SO AS TO SATISFY THE REQUIREMENTS IDENTIFIED ABOVE. 7. ALL APPLICABLE TOPOGRAPHIC INFORMATION, PERTINENT TO THE ON -SITE DRAINAGE SYSTEM SUCH AS DITCHES, m INSTALLED IN A SEPARATE TRENCH, OR IN AN UNDISTURBED EARTH SHELF, LOCATED ON ONE SIDE OF THE SEWER 3, ALL UNSUITABLE MATERIALS UNDER WATER PIPES SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL LAKES, CANALS, ETC., THAT ARE DEEMED APPROPRIATE BY THE CITY SHALL BE NOTED. NORMALLY, RECORDING OR FORCE MAIN, AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE 2. A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER (INCLUDING COMPACTED TO NINETY-FIVE PERCENT (95%) OF ITS MAXIMUM DENSITY AT TWO PERCENT (2.0 %) MORE OR LESS OF ELEVATION EVERY 100 FEET AT THE TOP OF BANK AND TOE OF SLOPE WILL BE REQUIRED. MEASUREMENTS SHALL BE o D TAKEN AND RECORDED IN ORDER TO ACCURATELY TIE DOWN THESE FEATURES TO THE ROADWAY CENTERLINES AND TO cv Q a THE TOP OF THE SEWER LINE, AND WATER AND SEWER JOINTS SHALL BE STAGGERED. FORCE MAINS) AND EXISTING OR PROPOSED WATER MAINS, IN PARALLEL INSTALLATIONS, WHENEVER POSSIBLE. THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D1557). PLOT LINES. WHENEVER POSSIBLE, CONTOUR LINES SHALL BE UTILIZED TO GRAPHICALLY DESCRIBE THESE :2DISTANCE FOR SEPARATION SHALL BE MEASURED EDGE TO EDGE. C O WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES, IN PARALLEL INSTALLATIONS, THE TOPOGRAPHIC FEATURES. coo 4. ANY DAMAGE TO UNDERGROUND UTILITIES AND/OR STRUCTURES SHALL BE REPAIRED AT THE CONTRACTOR'S M 3 WATER MAIN SHALL BE CONSTRUCTED OF DIP WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES, THE WATER MAIN IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE EXPENSE. 8. RETENTION AREAS SHALL HAVE THEIR TOP OF BANK AND BOTTOM ELEVATIONS RECORDED. ACTUAL SHOULD ALWAYS BE LOCATED ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART INSTALLED IN A SEPARATE TRENCH, OR IN AN UNDISTURBED EARTH SHELF, LOCATED ON ONE SIDE OF THE SEWER 0 MEASUREMENTS SHALL BE TAKEN AND DIMENSIONS RECORDED OF THE SIZE OF ALL RETENTION AREAS. AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (i.e. STAGGERED JOINTS). OR FORCE MAIN, AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE » 5. THERE SHALL BE A TEN FOOT (10) MINIMUM HORIZONTAL AND EIGHTEEN INCH (18) MINIMUM VERTICAL MEASUREMENTS SHALL BE DONE FROM TOP OF BANK TO TOP OF BANK WITH SIDE SLOPES INDICATED. SEPARATE W 3 THE TOP OF THE SEWER LINE, AND WATER AND SEWER JOINTS SHALL BE STAGGERED. SEPARATION BETWEEN SANITARY SEWER AND WATER LINES AND BETWEEN POTABLE WATER AND STORM OR REUSE w m CALCULATIONS SHALL BE SUBMITTED TO INDICATE REQUIRED AND PROVIDED RETENTION VOLUMES. .3. ALL PVC PIPE SHALL BE SOLID WALL POLYVINYL CHLORIDE PIPE AND COMPLY WITH ASTM D 3034 AND ALL � � E APPLICABLE ASTM DOCUMENTS AS COVERED IN SECTION NO. 2 OF ASTM D 3034. MAIN LINES SHALL BE A MINIMUM WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES, IN PARALLEL INSTALLATIONS, THE WATER EXCEPT THAT A FIVE FOOT (5') MINIMUM HORIZONTAL CLEARANCE WILL BE ACCEPTED WITH UNRESTRICTED _ z PUBLIC ACCESS WATER REUSE LINES. ALTERNATIVES SHALL BE IN ACCORDANCE WITH "RECOMMENDED STANDARDS 9. STORM DRAINAGE SWALE CENTERLINES SHALL BE LOCATED AND ELEVATIONS OF FLOW LINE SHALL BE RECORDED G z OF 8" DIAMETER, AND LATERALS SHALL BE A MINIMUM 6" DIAMETER. WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF o o o FOR WATER WORKS", HORIZONTAL AND VERTICAL SEPARATIONS MUST COMPLY WITH CITY OF SANFORD AND FDEP EVERY 100 FEET. cn t= AVAILABLE IN THE SIZE PROPOSED), WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD a d 4. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER, ALWAYS BE LOCATED ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS STANDARDS. w v o N 10. SANITARY SEWER MANHOLES SHALL BE VERIFIED AND DIMENSIONED FROM STREET CENTERLINES OR LOT LINES AS L Q i d UNLESS OTHERWISE NOTED ON PLANS. POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (i.e. STAGGERED JOINTS). 6. THE CONTRACTOR SHALL INSTALL ALL WATER AND SANITARY SEWER LINES AND SERVICES A MINIMUM OF APPROPRIATE. ALL RIM AND INVERT ELEVATIONS SHALL BE VERIFIED AND RECORDED. THIS INFORMATION TO CLEARLY Z w z � 36" BELOW FINISHED GRADE TO TOP OF PIPE. INDICATE IT AS BEING AS -BUILT INFORMATION. 5. ALL GRAVITY SEWERS MUST BE SDR 35 PVC OR DIP CLASS 54 PIPE, EXCEPT FOR PIPE DEEPER THAN 14 FEET, IN 3. ALL DIP PIPE SHALL BE CLASS 50 OR HIGHER. REFER TO NOTE #8 BELOW FOR ADDITIONAL DIP SPECIFICATIONS. o o WHICH CASE SDR 26 PIPE SHALL BE USED. ELASTOMERIC GASKET JOINTS SHALL BE UTILIZED FOR PVC PIPE, AND ADEQUATE MEASURES AGAINST CORROSION SHALL BE UTILIZED. 11. SANITARY SEWER LINE LENGTHS, SIZES, MATERIAL, ETC., SHALL BE VERIFIED AND RECORDED. THIS INFORMATION v� ¢ a SHALL COMPLY WITH ASTM F477, ASTM D3034 & ASTM F679. JOINTS SHALL COMPLY WITH ASTM D3212, 7. ALL MATERIALS AND CONSTRUCTION ARE TO BE IN ACCORDANCE WITH 'THE CURRENT CITY OF SANFORD w J 4. ALL WATER MAIN PIPE FITTINGS AND APPURTENANCES SHALL BE INSTALLED TO COMPLY WITH CITY OF SANFORD STANDARDS AND SPECIFICATIONS FOR WATER AND SEMINOLE COUNTY STANDARD & SPECIFICATIONS FOR WASTEWATER. TO CLEARLY INDICATE IT AS BEING AS -BUILT INFORMATION. o n . (Q) ALL BE CLASS 150 DR 25 FOR 6" TO 12" DIAMETER PIPE IN STANDARDS AND SPECIFICATIONS. 8, ALL SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) CONFORMING TO ASTM-3034, SDR 35 AND BE 0 12. SEWER LATERALS SHALL BE VERIFIED AND RECORDED AT THEIR CLEAN -OUT LOCATIONS. STATIONING AND o Q � 6ALL ON -SITE PVC FORCE MAINS REQUIRED) SHALL rr a ACCORDANCE WITH AWWA C900 STANDARDS. FORCE MAIN SHALL BE SPIRAL WRAPPED WITH 2 INCH WIDE, DARK OFFSET DISTANCES SHALL BE MEASURED FROM DOWNSTREAM MANHOLES TOWARDS UPSTREAM MANHOLES. p GREEN, STICK -ON VINYL TAPE. FORCE MAINS WITHIN TT AT THE ????HE RIGHT-OF-WAY SHALL BE CLASS 52 DIP, 5, ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36 INCHES OF COVER, INSTALLED IN ACCORDANCE WITH ASTM D-2321. z m m MINIMUM 4 DIAMETER. 13. LIFT STATIONS AND FORCE MAINS SHALL BE VERIFIED AND DIMENSIONED FROM STREET CENTERLINES OR LOT v) 0 m o ° 6. ALL WATER SERVICE LINES, VALVES AND METERS SHALL BE INSTALLED TO COMPLY WITH APPLICABLE CITY OF 9. WHERE APPLICABLE, SIX INCH (6") POLYVINYL CHLORIDE SEWER LATERALS SHALL HAVE A MINIMUM SLOPE OF ONE Q L Y LINES AS APPROPRIATE. FORCE MAIN DEPTH AND LOCATION INCLUDING VALVES WILL BE PROVIDED AND TIED TO w z 7, ALL SANITARY MANHOLES SHALL BE LOCATED NO MORE THAN 400 FEET APART AND SHALL CONFORM TO THE SANFORD DEPARTMENT STANDARDS AND SPECIFICATIONS. PERCENT (1.0%) AND FOUR INCH (4") POLYVINYL CHLORIDE SEWER LATERALS SHALL HAVE A MINIMUM SLOPE OF TWO PERMANENT ABOVE GRADE FEATURES. DIMENSIONAL AND ELEVATION INFORMATION INDICATED ON THE APPROVED PLAN Q 0 Q w N DETAILS CONTAINED HEREIN, AS WELL AS WITH ASTM C478. PERCENT (2%). SHALL BE VERIFIED AND RECORDED. THIS � INFORMATION TO CLEARLY INDICATE IT AS BEING AS -BUILT INFORMATION, V) o o 0 7. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS, IN ACCORDANCE WITH APPLICABLE UTILITY BURIED ELECTRICAL SERVICE LINE SHALL BE CLEARLY DIMENSIONED, LOCATED, AND LABELED. CK 8. ALL SLOPES FOR GRAVITY SEWER MAINS AND SERVICE CONNECTIONS SHALL COMPLY WITH THE FOLLOWING MINIMUM DEPT. SPECIFICATIONS. 10. WATER SERVICE PIPE (NOT INCLUDING FIRE LINE PIPING) SHALL BE POLYVINYL CHLORIDE PRESSURE PIPE GRADES: 4 @2.0%: 6 @1.00 %; AND 8 Q0.40%. CONFORMING TO AWWA C900 WITH DIMENSION RATIO (DR) OF EIGHTEEN (18) AND A MINIMUM PRESSURE CLASS OF 14. CURB CUTS OR METAL TABS, USED TO MARK SEWER LATERALS, WATER CL FURNISHED IN 18 OR 20 FOOT SECTIONS, PIPE THICKNESS SHALL BE CLASS 50, UNLESS OTHERWISE SPECIFIED. TWO HUNDRED POUNDS PER SQUARE INCH (200 P.S.I.) SERVICES AND WATER VALVES, SHALL BE VERIFIED FOR PRESENCE AND ACCURACY OF LOCATION. Q 9. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE SEMINOLE COUNTY WASTEWATER DEPARTMENT STANDARDS AND SPECIFICATIONS. 8. ALL DUCTILE IRON PIPE, 4" TO 24", SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITION OF 11. ALL WATER PIPE SHALL BE DISINFECTED AND HYDROSTATICALLY TESTED IN ACCORDANCE WITH AWWA STANDARDS 15. WATER MAIN LINES SHALL BE DIMENSIONED OFF THE BACK CURB, OR EDGE OF PAVEMENT IF NO CURB IS 3 AWWA C151/A21.51. PIPE SHALL BE C651, C600, OR M23 FOR POLYVINYL CHLORIDE AND CITY SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE AT HIS PRESENT. WATER MAIN LINE MATERIAL, SIZE, LENGTH, AND DEPTH PLACED SHALL ALSO BE NOTED. THIS PP�� 10, PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING PROPOSED FACILITIES TO EXISTING LINES OR EXPENSE, ALL NECESSARY TESTING EQUIPMENT, PRESSURE GAUGES, WATER METERS AND FACILITIES REQUIRED FOR INFORMATION TO CLEARLY INDICATE IT AS BEING AS -BUILT INFORMATION. vd APPURTENANCES, THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATIONS) OF EXISTING CONNECTION 9. ALL WATER SYSTEM CONSTRUCTION, UP TO AND INCLUDING POINT OF METERING AND BACK FLOW PREVENTION (IF PRESSURE AND LEAKAGE TESTING. 3 POINT(S) AND NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES, REQUIRED), SHALL BE BUILT ACCORDING TO THE PREVIOUSLY REFERENCED STANDARDS AND SPECIFICATIONS. 16. WATER VALVES, TEES, BENDS, ALL SERVICES, AND FIRE HYDRANTS SHALL BE LOCATED BY TYING THEM TO 0 12. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN OUT MANHOLES, SANITARY SEWER MANHOLES. STATIONING AND OFFSET DISTANCES SHALL BE MEASURED FROM DOWNSTREAM 11. SANITARY SEWER MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES ABOVE 10, ALL ON -SITE FIRE HYDRANTS SHALL BE PAINTED WITH DUPONT 7744A OR EQUAL, AND MUST BE LOCATED FROM CATCH BASINS, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES, WHETHER SPECIFICALLY NOTED MANHOLES TO UPSTREAM MANHOLES. THE MAIN LINES, 4' TO 8' FROM THE EDGE OF PAVEMENT OR BACK OF CURB, OTHERWISE BOLLARDS WILL BE REQUIRED FOR ON PLANS OR NOT, PROTECTION. ALL FIRE HYDRANTS SHALL COMPLY WITH AWWA STANDARDS C502-80 THEREOF. 17, ANY SPECIAL FEATURES SUCH AS, CONCRETE FLUMES, LAKE BANKS, WALLS, SPECIAL FENCING, ETC., WHICH WERE 0 12, FORCE MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES ABOVE THE 13, ELECTRICAL, TELEPHONE, GAS AND CABLE TELEVISION SERVICE WILL BE PROVIDED BY THE APPROPRIATE UTILITY APART OF THE APPROVED CONSTRUCTION DRAWINGS SHOULD ALSO BE LOCATED AND DIMENSIONED. FORCE MAIN. 11. CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS, AT THE END(S) OF PROPOSED WATER MAINS AND SERVICE COMPANIES, THE CONTRACTOR SHALL COORDINATE LOCATIONS AND SERVICES FOR THESE UTILITIES WITH THE ENTITIES a LATERALS TO BUILDING(S), TO ASSURE ADEQUATE FLUSHING AND DISINFECTION/CHLORINATION. INVOLVED. NOTE: REFERENCES TO WATER SHALL MEAN BOTH POTABLE AND RECLAIMED WATER. 13. ON -SITE WASTEWATER COLLECTION SYSTEM IS PRIVATELY OWNED & MAINTAINED. ° 12. ALL WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA MANUAL M23, CONCERNING HYDROSTATIC TESTING OF PVC PIPING, OFF -SITE UTILITIES HYDROSTATIC TESTING TG BE WITNESSED BY CITY OF Q) SANFORD WATER DEPARTMENT INSPECTOR, TESTING AND INSPECTION REQUIREMENTS (DRAINAGE)ui s 13. ALL WATER MAINS SHALL BE STERILIZED IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE LATEST AWWA o SPECIFICATION C651 AND CITY OF SANFORD WATER DEPARTMENT SPECIFICATIONS. 1, THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER 14. ALL PVC WATER MAIN, 4" TO 12" DIAMETER PIPING, SHALL CONFORM TO ASTM D2241 AND ASTM 1784. PIPE 0 PRIOR TO THE PLACEMENT OF BACK FILL. CONTRACTOR TO NOTIFY THE ENGINEER OR THE OWNER'S TESTING AGENCY c " SHALL BE AWWA C-900 DR-18. JOINTS SHALL BE RUBBER GASKETED PUSH -ON CONFORMING TO ASTM D1869. 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION, 0 2. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM 15, ALL PVC WATER MAINS SHALL HAVE A SUITABLE MAGNETIC LOCATOR TAPE BURIED OVER THE WATER MAIN, UNTIL FINAL ACCEPTANCE OF THE PROJECT, THE STORM SYSTEM WILL BE REINSPECTED BY THE OWNER'S ENGINEER s BURIED NO LESS THAN 18 INCHES ABOVE MAIN LINES. THE TAPE SHALL BE AT LEAST 5-1/2 MILS THICK, 2 INCHES PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. THE CONTRACTOR MAY BE REQUIRED TO MINIMUM WIDTH, AND MADE WITH AN ALUMINUM MATERIAL SANDWICHED BETWEEN 2 LAYERS OF POLYETHYLENE. IT RECLEAN PIPES AND INLETS FOR THESE PURPOSES, SHALL HAVE IMPRINTED, IN PERMANENT BLACK INK WITH ONE INCH TALL LETTERS, "CAUTION: WATER LINE BURIED _o BELOW", ON BLUE BACKGROUND. THE TAPE SHALL BE CONTINUOUS BETWEEN VALVES, AND SECURED TO EACH VALVE, N WHERE OTHER LINES OR SERVICE LINES JOIN THE WATER MAIN, THE TAPE USED FOR DETECTION OF THESE LINES o SHALL BE SECURED TO THE MAIN LINE TAPE. TESTING AND INSPECTION REQUIREMENTS (SANITARY): ui 16. FIRE LINES SHALL BE INSTALLED BY A CONTRACTOR, DULY LICENSED BY THE STATE OF FLORIDA FIRE MARSHALL'S 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER AND P OFFICE. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO CONSTRUCTION OF THE FIRE PROTECTION SYSTEM. PVC NOT ALLOWED FOR FIRE LINE APPLICATIONS. APPLICABLE MUNICIPALITY/AGENCY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION(S). THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH A TELEVISED J 17. FIRE PROTECTION SHALL MEET ALL THE REQUIREMENTS OF THE APPLICABLE MUNICIPALITY. INSPECTION (TV) OF THE PROPOSED GRAVITY SEWER LINE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES p 18. ON -SITE WATER DISTRIBUTION SYSTEM IS PRIVATLEY OWNED AND MAINTAINED. OF THE TV INSPECTION TAPE TO THE ENGINEER, THE OWNER AND THE APPLICABLE MUNICIPALITY/AGENCY. 2. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATON TEST ON ALL GRAVITY SEWERS IN ACCORDANCE aj WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD NOTIFICATION OFLPARTIES ISTHE SUBMITTED REGULATORY S RESPONSIBILITY. APPROVAL. THE SCHEDULING, COORDINATION AND a 0 -p tLj Q U C `- °U N L U _C j DATE 09/22/03 PROJECT NO. 04924900 SHEET NUMBER E O -13 C3 F- d c_, m m 4, U E rn N U U O (n Q E 0 E 0 _ I T Q) E Y 0 T -o O - 0 .3 Q) 0 V) V ,ri g U O N w a E U E `0 = I T E Y >, .0 E 0 0 0 a 0 a E 0 E O 0 N 0 0 0 L 3 - 0 .3 0 E U O -O t N C 0 N U E 0 Q) L a 0 a E -0 E 0 O rn N to Iv 0 3� -6 I-o C a N o a E , 0 >, 3 L U E 3 Q- f - co O N - r 0 U d- -0 0 0 O N 0 ,n 0 OCT a L a L U w N a w N -1--r L D 0 5 o O a -I E 0 �, a) -0 a) o c: O m U ai X U I w O / 0 H 0) V) E z O i U E 0 Q Q 0 / C W a) U a) Q A-- -J -0 IZ � f- E W 0 Y U) d a =, In I U 0 N � -a O LL- z O Q V) a I Q) 0 O 0 O M 0 -,Q N m = 1 3 O ci = Q) 0, b3 0 E Q) E U c O ,� -0 O rn L- h_- I I II ( I \�)I I i I I �� z ) . 1-6-if 1 I I O . � I � . � I I 1 I = E +i I' I it o - �ao 200 I I I I I SCALE AS SHOWN ' -STOW NIA14HOLE � � I I I {a}= 4-8J8 i I y N.IN'1-43.21 qh I i I 1 / S.IF:I •d=4a'.Ol Rl i:. i , 1 REMOVE EXISTING 24" CROSS DRAIN / �� .or i / "9 I /1, '99 I ' AND MITERED END SECTIONS STA: 38+57.09 I I J 50.0' RT. /, �:,,> 1 i I i Gj '��%'j'" i'//MARK /-.:�...�,,,., r f1i I I "'n""� I o j , ":' 1 ( 4Ex4HCONCRETE MONUMENT BENCH MARK NAIL & DISK "'" i �' 7) I r I STAMP 452-64-01 �/�/ / r' f'`l,! ,��lf����`, _ f ' ' -- -- r - t}/�j/ j ,.I .{ -1CT I 1 WITH NAIL &DISK #4151301 /✓ /° , x tv'�.y/' • _.,- . / / / _. -' / -__ --:-__- - -:" -. ^_-� ._`: -.,..-. - - ---_ -.. . p:.,.._:_ - - ,F// / I STA. `; v . e I ELEV.= 47.837 ELEV.= 48.522 �/ I I'll,r ... __. - - _ _ S j / " . / _ - - _ -- _ _ - - -- _ _ _ _ _/ I / o 1, 1 / -___ -' _ "-' -- - __ ..._ _.. ._ n - _ _ '' r I I 1 t - -__ .- _ _ uJ , / ,. _ -- __ _ ' _ _ / ! , -� <JiV I Fi ..t. 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' .✓ - { / �` f / $ / �S I } 28+91.00 34.00RT '� / f '" / / _ / , { { [ 1 / / 0 1 d -" / 1 t\ a� l 151}t I WETLAND (B.3226 ACRES±) rae 4. I J t ,_,_ �/ ••`.', \. "r IZI.r" �- ..."-• _..,..' F / , t `1 , ,•`' '� pU. �\ t ! / t: - /., ,,r,:. . , j .---- 1 I I ((r / r�'`t iSt !I I I S (�Z \ i GC{ / J/ _ I\ i ` , �� S,JJ / / / .7 50.65 i! Y ( O `1 } t•J i l I i ; i ,`�t I-1 % MAiER El£YAiIQY ONy, li`--. '�. `\_ ,.^�. t.. _._.e,4.1)C''. J r'f _ �€ , ` t I af7 ,1 '1 /l./ J / /-` _ „, r tt t f` -._., `\; 1 ` ,t I. 1 a ' �;; + a/,;/w -sass ..,,._...__..__ ; .,r' i 1 / / _ / '°'� 1-1 .. - -.- _-_ ,_ - � i , - \'\ , ` I � :-+ � � , � `1 `'�, �/i v I �� � I � t _ ..-- tE� \ t ,I tti ,:+)} i '1 4 \ t�).-� / / ,._ ,\ \ , ' a <� P / 7 l f''f?R IFlli I` _ _. 1 / lx i:,, ': 1"^n'„ , ' 14 .i ; r� O 1` ..-'3•�E .7"' \ \-,? �--- ,_.-»- - _ --_ , .. �. _.''" ,/' % % ✓ __... - -"-, \ �1 1 ,} ` \ ' 'r, J / ,, \ ,, �,r .! :' I` a;. 1 f(JI .P tF 1r7 .. [tit, o, 5e , I .-'' a -- _- ,-: / / �, - .\ t \ \ l , 1 0" \, w.. ,ti { A I j //r r : r I I } {{ jj >, ;, , }1 ' A \ f-�C �,✓- \ % f -"' _ `'+, Y ./ '/ j �'' '1 i ,\ I 1 y , 0" �, \ ) I r j 1 r _s , r,.: J,li'1 v7_.3.5 it�I S �' i 1 .I` \ t i1�' iC3 �-fr �, _.. --"'" ._.. _._ �� -4 ~ ,.,_.-._�_. �y �`'I ,,.,, .- _- _../ / / l'` •''r • \ 1 , 1 + r>7 =">i ) / "1 (/ / i 1 s ns s c I i •, �j t 1\ ; ) rn.H' -�--, .� �1. - " S,[t v+� / / i hs .0 / { r / f; �/! I ` �,-- __ `-Fr. ..,,, ., �„r �^K� • ,)ra '✓ /.'" / / / it \ 1 l •CS ` \ ,\ , 1 / / 1 1 ' f+e. _. 7 \ !:d t , 4i.� } 11 ,ll _._ _- -.-" . u - �' __, ..._.._.._ - •.�`' ``� , u-`�ynagr"/ �,. z f / / / .' \ , i 1y � +1 1 r ! d ;� f 1J1./ � ' / 1 ,S'!-4 t I -` ,,t'\T,, y' --. '.r "39 n0'-- -_ .-- \. '/ "1 ! 1 ,, / } '\ i , \, --'� , ! 1 %!` I ;�'t � ,`� \. ) �r \'--\ 1\,, �� EXISTING SIDEWALK / / __ - - - ✓ -_ - -, __ - :: -- / .- / f . / r / / t '\ I --� 1-1 r i '1 ./ / r�/ �� -^ -- t 1 t 't ° ,,s, `,; \ 1� , ~ TO BE REMOVED „_ J -0 _ - _ '� PR _ / / ��"'' ' / OPOSED SILT FEl>ICE~' ` % I �L�`:. / J /f1 / A,.s e� i 1,. FROM STA. 24+86,68 44.32RT '✓ - - --' -`. _ , <�l'� " E -C26 MASTER ----- t ` � .a r,1'! ]"j; :T i ✓ -` SE SHEET S' E) ' t 1 / a / \ i 4 ,, J '�- L1 ✓ T / r ra r ,-- EROSgN-"CONTROL PLAN ' '�. %. / � f / �"" f r 5 / l { TO STA. 27+25.24 44.21RT r '� _- •-- _._ _... _._ -- - M t % % 4�. I Irt � -'L1B I ' t f '_ _ _ t.) 1' ,I' �.l �'L/Q � a �1 J// R r 3 �' ,L'i CURB AND GUTTER ✓ / '' / "I" /f' z-._...,_- --- --`-` ` --- - 4'11 ./ / / I _ ✓ f A: 43+61.04 I \ fi r � N� - TO BE REMOVED _ -- - _,.__ EXISTING 4 WIRE FECE ~ -` -` /, s7.aa-_ - 70.91 LT / -... w FROM STA. 23+71.33 35.46RT ~ / - f / /' TO BE REMOVED / ' - / ////' / t \ rr, . - TO STA. 27+41.12 35.52 RT f f " _.__ - j / ,.. �. a✓ / - �� _ `� I l f/ �r t' n 1 4 �� ti a .-^^' I ff `` - _ / JJJ \'s. '\ y„ �. \ ,,~ 9 qt .,_ 4z ..., En ,f / - / / r ,r t _ � `�` / gg.63 / r„ - .; . Q =a tE.. ` `i 'S, -,,, ti. --- ... .._...... _.._ __ /, , .. ....... /.7 ! .\ . --- vT,JO-..-. / '� ".. - .. ., \ , t t , ,.IJJ. , _.. ___... ,__. _ ._ ,f1. UQ "o"`'- 1 I /r / - l 1. '\, ✓ 5 ✓ _ '�-' _ 4 ` w, ,T. 11 ` ' , "t t\ 1,1 i� '' \5 L I V �- ' �.. -4 , C`0_.�• / " I / / J ., + ••'\ I Il �� `,'s' •-.- - Fg 1 , f' / i / \ ij;n 7 • ::., . \ _ I _ - __ CURB AND GUTTER \ � ' ___ _ / / _ _..._ \ 4, ._ �- _ I _ / �7 \ ,� \` / ," - LEGAL DESCRIPTION: TO BE REMOVED t ; -y ,- r i -5..i ,` \ �`. t..__ __ - r"_ ``` _. .. r= -- F AS II EXISTING -•-LIGHT ( / / / / t 1 1 _.. _ _, ' ,- -' \ `\. ,� - r �~ l J ~ 2, P AT THEREOF FROM STA. 24+86.27 9.90RT _. - - :' LOT PINE LAKE GROVES, ACCORDING TO THE PLAT ;,'t POLE TO BE ----..-- -' . ,ar.x)---- \ i /� 1 �� " -__ ..._ __. / , ` , \ / \ I / `^%'��. ,PAGE 27, PUBLIC RECORDS OF TO STA. 26+99.00 9.72LT ; ' j RELOCATED -" . € I, 1 i ', ,t \}'I ; \t / / / /` %� EXISTING 6' CHAIN LINK � - -Y -- �, -- SEMINOLE COUNTY, FLORIDA ` RECORDED IN PLAT BOOK 9 t /' f TY ' \' ', , , } t EXISTING SIDEWALK _._ __.. -• W- - .- - �- �l i f' ^` E `I i TO BE REMOVED a� - f ff / i \ r FENCE TO REMAIN " j t j t, ` N, I ,i - `1 FROM° STA. 23+2.87 44.20RTz t - _ �\ 1 / , / _._ - _.. - " - - l og / AND 11'ilmli (` i o1! f, " *` \TO<STA.24+46.60 44.32 RT 5, 1 j ' -� / / ✓/ ~" f THAT PART OF THE WEST 792 FEET OF THE NORTHEAST 1/4 EAST 6= 22.55'27" I � I 1 t ll " �' �` 1 _ I - e C`•� F % I E B3.95 .." / R= 740.00' 11'l. l f f I ;Il - .: \ \ \- .I,D f __ , ..--•- ._ - / '' TEMPORARY BENCH MARK ' -`""' ( OF OREGON AVENUE, NORTH OF SEABOARD COAST LINE RAILROAD, ( I./ - '/ AND SOUTH OF WILSON AVENUE LESS ANY PORTION LYING WITHIN C= 294.10' 1 -. 1' 1 `: I %el r1,.• ,, / / �.$E...-' "ice •--'" ' _ "�" ' ELEV.= 58.27 .- �'.-• , CB- N12'0D•a9^w ). I, � I I. '1 .Is \F, s�.- - : THE RIGHT OF WAY OF TOWNE CENTER BOULEVARD. �I; ;j i I ,- I ,` " 1 1I I 11. - Il: i - y - `�� FURTHER LESS: - CURB AND GUTTER j {' t _ ✓ TO BE REMOVED a �, � i t s67ao'So^�vr ;,I-V7.,.6 4 o - .__ ,..-. ...�- - - / - 1 f, v / p= 03'45'22" ---" "' -- '``� r THAT PART OF THE ABOVE DESCRIBED LANDS CONVEYED TO FROM STA. 24+25.50 10.00RT E 1 // /' ` ` --R= 5611.58' - J y " --- { -._ - %- Y n®A® i/ } SEMINOLE COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF TO STA. 24+65.00 8.45RT I� II ( II I'� //, = 372.7r - - - -- A C` J FLORIDA BY WARRANTY DEED RECORDED IN OFFICIAL RECORDS I, ��' i/ (rE/. i "-'' / C= 372.70' ,' �'`" .`�•t'+ 1 �!' i I r I / / ,_.- ,_... -..-._ / CB= 582'01'44"W ���. _ ----" r '� J 0 t� �' BOOK 2219, PAGE 1032. 1 If l i / _ - Y" I N""-- f f g - / :.... F I/ 11 __. _. / IP Jl I 11 ', � t STA: 23+89.61 i EXISTING 6" CHAIN LINK - """" LL --~"' �" '';f , �/' THAT PART OF THE ABOVE DESCRIBED LANDS TAKEN BY THE 1 I,� I/ N � / I 11/� I `i`I1 0.0'� FENCE TO REMAIN _ w--- - " � �I � STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION BY FINAL s ' I , f4 I' -- - -� _ - % _ I " -• JUDGMENT RECORDED IN OFFICIAL RECORDS BOOK 4432, PAGE 242. -, -- - ryb THAT PART OF THE ABOVE DESCRIBED LANDS CONVEYED TO THE f ; j 1 I _--- -w /' �MA r STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION BY --- - WARRANTY DEED RECORDED IN OFFICIAL RECORDS BOOK 4447, PAGE 1085. I,-- - -- r�_ - "w ::_ - -" !/ '� % LEGEND -. --�-- - - -,-- -.. _ --- - / / - ` -- -- ,r -- . �. _ _- / 1 ,).(J(- EXISTING CONTOUR / _- --_ N _; _---- _^.-- -,-,�, ---- EXISTING WATER MAIN --{/� - EXISTING OVERHEAD LINE -,E =--- --0 EXISTING STORM PIPE - - - ���^J�-- EXISTING GAS LINE . x 00, 00 EXISTING SPOT GRADE . ;/// EXISTING STRUCTURE ,/✓, I" TO BE REMOVED EXISTING CONCRETE/ASPHALT :r 't TO BE REMOVED V) ��>- m 1q- 0 N N F--- o -1 Q r- I- m z � O (n 0:� W O Elf Lr_ z Q V) W O >- I- U 6 z C7 r) O - b • N c� r1 " - cn z -v = (13 � o U 0 -i 0 a3 < ¢ � CD �"� O �� i c- Cz Q N 0p Q z L oo U o D - o = 1n p z ) p - W J J m :� m LL Y W ,t Lr O =) O 0 a OU O (9 11) W m > ci z z O o [-,� m' � Q W U Le W Q N � z Ln W w C)� a z > p E Fn w O L, O o z >- m >- m V) o m O Wz z Y Q Ut Q W U) a o U 1 F -j zz 1. (n �1 li 1; - 0 x i w w L- .' �- z w 2 I-- �: ao-, w ..00 0 0 CJ DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER ---.-------- - - -------------------,-- -- - - - c � � r C5 0 u j O O ul N Q I o ( O r o a I � I = Y 0 0 100 0 Q I— / 139y 9s SCALE AS SHOWN � m w V) o U) U O � LL- 4j + 3 Q Q f r f V) + i 10 UTILITY 1 i oI ON A d-len th OF 840'SIGHT TRIANGLES ARE AASD can o EASEMENT WILSON AVE. (30 UNIMMVE® O.W.) +, /---------- -- ---------------------------------------' OBTAINED FROM FDOT INDEX No. 546 } l >U / % J` i — __— I EASEMENT I `•/ I 10' UTILITY ! I FORA 50 MPH DESIGN SPEED. � �- o f STORMWATER ii •o / / PROPOSED 60' 0i` I I o „ < / STORMWATER I AREA W-BASEMENT STORMWATER z AREA PROPOSED RIGHT �,!! I Q / AREA 00'iP.42 PG.5NT- - - - -- - TURN LANE j li i r/ Ld O.R 744, PG. 57 �/ 7 I _._ __ __ N �j i I o CID _ _ cn ] • r £ ` i rd/ , / m 1az+3a.Ho .a CTS o r �e f „ ` STORMWATER / 1; �(i it W i / j AREA / _ �., a a ; I��g� _ ® o Q �... -0 d ., / PHc- 113+50.65 / // �• \ ' I + j ( i 1 � fn O' c / I / / 1 � (n t9 � r �� r � _,, I I� � Q� o p �^�/ r P C �r /, _� _._ �!_ Z Pc- 1as+\ �\ ' Q O p0 , of ! ... -. •: O O `t ' s = 00 r lsa i iu L U f1i' nil / Y 1 . M A _ S Z � l Ov�i.)- — :7.:'r:::_::- ENAN s W o ++ � � r I .%� f f, J �- -- '_ — PG. 111+OS.HY .• .: • !: i• :• i � _ ' 1 V 111 D (..-__ #.. .. t -» ``.-: _.: ,_..,. __ ....... N { • 18j t j..1 ......: i; ,�� i SHOPS • : -.s 1 i. � o � , I • r r: 1 1 e( ,� >! ; �' � -- ; '� -n 161471 SF I I: t5�' � 1 : - L• (/ cv :lf' ;':.1 7 ; 0 , Poi oe.+a _ i , rt t ; �+ , 1 4 [.._ , (. I _. i_ l h g i % O O 1 : I r If �_ s tay ` $ MAJOR TENco ANT PROPOSED RIGHT 1 �� PROPOSED LEFT � S I J 3 L- TURN LANE (' o i Pl j t r' TURN LANE / ' I SHOP F ' ad I y's• — $ 5 3aa SF I g 1SF ;, 1 I- a 1 447 I ( 150' _ P1 LtJ m / f , 1 t. z o C) _o �F 2.. V I !— I y •/ / ; Au 3 I i,l i I o J.IIIIIIIIIIIIIIIIIIIIIII►III I 1 I ° a h W • w . PROPOSED DUAL w OPs LEFT TURN LANES z> o I _ I 1 S9 soo SF I (((� r �` W¢ o PROPOSED RIGHT 1 �. P Q TURN LANE 0 V) O m O W .... I ! W w , I ... 4 l 'l::., ,_ 1 _. t__'' _.I__-=-_ '-,. !...,.._. � - -,�... ,. .r . . r ' t001 � i i' L z Y O � 'i o �_,_ 1 �--- �-- .:1 .. I.-. J¢ I .'St i i I s' 1 1 I_ I_ I i I V! 137 AJ ., { Q (n Q W + ;I I _ I INS ®m i l . t-- L- 1' v o o 0 9Bg') . J A2.000 SF 1 o � t s 5 1 t ti. �, ;.°.� L II '._ L,_ °__' Ni A , f i I Q N 1 A •� � .: �.H, \ ° � I .I I I ,.l.,�.... ,.,.,-..( 1...1..,_l. I .,t.. _1 f AJOR TEN I »t ;...., M Iv.l.,.l.,. 9g4 27, i g f .. - .- .. .: ..:' .. .. ,.. 1. .:;. , - �:• A R -{EN SF M JO ►- 17112 � � _ L_ , � / ix r LL._ ,tt ''1 I 7 , I ! .].tip?, r.^•t 'q `.;i:- P,:+ , - {— / F r. 0 i 4> • S '1 'V Ir k s AN I, tl YTVA 5 200 JOR r_ I I I = i ( :.... D / i .• , ;. ANT _ I : t � �, •; -- °.,h , ! �i 3 I E .<: ,.. lot T 30.2 2 3 � t '�' x ' ,iv, e F•° �� ! 1,»I '... I- 4 a ! I ! .»it�t�1 L ' I ' _ 4a J B i-- � I L. � / Q I L I ;- Y..'. --L.,' zo i i t %, , i 3:.:..-� :- r gal SF ! ,-.. ,. _, M ! ii_! PROPOSED HEAVY I L # _........ / / DUTY PAVEMENT • Irr O a 7l • '¢; ` ,. �' 1V I, I.:.: j�' ENA I:i- HOR U .._I AN �' i I . I iI i_ Ico • __ _.- . ,-. _ w 1 63 / 1 SH S J 8 ' / U) OP OR 10 F. i A NT for - A S i I_. TEN r.. S.F • I i t O i t . 9,267 . 862 Garden C 85,2 ._ U ° PROPOSED RIGHT L 1 `. o TURN LANE y i i ' '1 ' `�;!- I L - - - - _€ � t _• _� SITE DATA PROPOSED USE RETAIL J PROPOSED LEFT _ W _.. _, .. tt Jr J a, .; ; _,,,,.i, _., c. _ 4 . , i.,:.. I ,..�:. , . !, . ; i... : _ £... I,... I '. , i = ., po _ TURN L ., 1 TOTAL SITE AREA 62.32 ACRES __I,_ � _ .. ..-. - j_.._I .I I•.':.,.i, ! i I',; ,{' a,4 I .__C , 3 '�,_�',,-IMPERVIOUS AREA 74% _. _....,.w.. u I I I i_i .I__i I ..I 1 s !,-_I L_ ( l u i _I i ; .1 .. - TOTAL IMPERVIOUS AREA4D3 90 ACRES o __ _ t ! t 1 t ..._ . ' _..I._3_.I t i I_ _'_.I ;_i__ ! / -''��'' OPEN SPACE REQUIRED 20% o j�7I .. ( ,_ ._. ;.-: _{.__L,.I � - �a/ OPEN SPACE PROVIDED 15.84 ACRES 26% 0O V 0 -� f q t wit .w- N .,^"•-'� m '�I//,r / I� V) E i - / - ��f•+ '// 1 EXISTING ZONING: CITY OF SANFORD PD r. A;� I I I IRrI� ��,o rt FLOOD ZONE: ZONES X& A w / i s ,I? ; Irl ��!'� - r MAX BUILDING HEIGHT: 50' o-..,.. o ,f jN }, i p =- -' - • FLOOR AREA RATIO (F.A.R.) REQUIRED (MAX.): 0.35 U ° 1' �' j 1 " — -- - FLOOR AREA RATIO (F.A.R.) PROVIDED: 0.05 it LLJ U N 1 - -i ( 5 .^ „ '` ---.-•._J y'� ry - _ ® PPP J / m JV I _ BUILDING SETBACKS REQUIRED w N `l - - _ _ _ -- / f FRONT YARD SETBACK (CENTER OF RINEHART R ) 120 FT. Q SIDE YARD SETBACK (TOWNE CENTER BLVD.) 20 FT. m - ur --- — _ / /� SIDE YARD SETBACK 20 FT. �. OREAR YARD SETBACK 20 FT. O z Q 1n PARKING DATA V) CL PARKING SPACES REQUIRED: 2,254 O C (4.5 SPACES PER 1000 S.F. OF RETAIL SPACE) O i REGULAR PARKING SPACES PROVIDED: 2,303 cv HANDICAP PARKING SPACES PROVIDED: 48 C� rn o TOTAL PARKING SPACES PROVIDED: 2,351 DATE 09/22/03 PROJECT NO. ° GROSS BLDG AREA 049249000 E C TOTAL GROSS AREA 500,751 S.F. c E SHEET NUMBER �s o� U C U N O U O N Q .0 C O C O S T N E Y O T :o 0 0 L .3 0 L m U C Ul N 0 U O co Q _O C 0 C O S T E Y 0 0 a 0 0 a c O C O O N O L 7 O C N 3 73 0 c a) E U O Y) c 0 N U c 0 .0 a� 0 0 a E c O O N m N (Y V) L- N v O O a 0 N O_ C N 0 O 3 Li - L U � 3 0 4- Q a� � U N c 0 0 � o O a O N a U o c- U N L d N L O U _a C O � N C LLf C_ N (n N _U I > N O O F N Un E O C_ Q O U / C w N v Q L J 0 (Z 0 C W ul (� Q Q C N O Li- Z 0 Q Lo V) Q I a) O c O o O 6� 0 N 0 i MA -A C�n� CD C CD o E o Oy O S O lie V) z O LLJ O z U O 1C � U c\j c/ z i L, (n �ci3_ tw- O CO U— �z ® O Q co o (DQ Q o - (D 200 � Z 0 1 0 C Q N OD 0 CIO O V) n z CD } 0 - w LLJ J J m CD LL Y w -t O O (' N Q LiO 0 CD w IJ m c Z z z O 0 � Q w U N z Q D c� Z w w m Z }- p � Q � W —D O 0 C) W Un ILLJ — 3� UY O Z m m V 0 m 0 Q W W J Q (n Q w U w l S U) O O U Q Q O ui dIui '�' I moz ' I LL LU Q jW (//\/ r' / z �- 3: W00 O F— L1_. O I— U DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER C6 3 n. 0 O v En Z) v V) 4-1 L O o- v L N � C N •� v O LL s U v 0 O 0 >a L N 0- U 00 = � a L 0 U E C O -D aci LEJ c F— (n L z I LD N O _ O N (n E Z O m U c 0 w U Q= J o �c: III <Q i 1 z � - I a v O U O 0 ci O O� v N O ,3 i J- CD 01 0 C c °' -00 o N L o +98, 4 I 37.00 L ( Q Z E o +48.64 I 00 48.4:3';- E I I 3 I 0 50 100 cs f a SCALE AS SHOWN !E f- 1 �I I W I "_ r U; NOT PLATTED 0I - I SEE SHEETS C-33 AND C-34 FOR r W.P. BALL BOULEVARD IMPROVEMENTS +58.04 i 49.74 L a I PT = 53 33.22 T 5 +Z:.10 1 (B a NIVIFK�ED ¢ 1 n n IAVE. \ a ■ ■) I Op W 1, I N89'58 33 E 1724.48 + I N 89'58'33" E 195.35' ,. I LO — — I PROPOSED 60' R.O.W. EASEMENT �O, `• I 0 I I +61.91�', )� I I I I 3' VALLEY GUTTER PER FOOT INDEX #300 I I 49.58 L I TYPE "F' CURB ( Z I I 30" STOP SIGN (R1-1) STO AND GUTTER PER I I I O -WPH 24-STOP-BAR_ FDOT INDEX #300 J I 1! U - ETAINING WALL / I -- I 'II `f i i OB `•-."mow N N _ — — — — 17QFi� �`�•. /Ov/ OUTPARCEL _ z J PARCEL 1 t I / -8= N82'19 40 W _ --'n r 118+05. p �- 11.49'22° PONCRETE 5 - ` / 1.04 ACRES / I t SIDEWALK € 1 KEEP RIGHT SIGN . Asa R R �� ry• 1( T= 122+672.90 1070, PG 513 .5 �24.70 RAISED / CN�381 43 I I N 8�•20 2� ( SWALK 3 `�o \� I 3 ,n i I � Pc= 125+ 49.5g L ! N4. ED to � _—__ I 9 ' ••:':,; ..' - ` 04 \�` � ,,� '�. 4 k N 0' 2B^ E 126.0 ��� , :,�, 1' S W s N 80 2`� �� °. ' . '. ��. 69. �i PT= 126+40.71 f _ w PROPOSED 5' — '. •+��.�:.:' '..03'p �+ ® _� -• - •• 3 � 4 _ 2 00 N cP 1 20'--1 SKEW LK oI ':. :• « _: �, •...• F B79S, h� ; :. ``'�- - - - - - - - r — 0'20 , 5 � T RAISED CR � 4 N �! V� 18 � 18 t✓+ 9 ' Q0" ' , SEE HARDSCAPE /� J ®1 � •. M` / C� �j��\ � \ �. + `� � �" O- - _ - - ' - - - _ _ _ � '�"" co rn, NI S PLANS FOR M /'1 �\ + - - �— O - SIDEWALK K ,O^ f 3 R3' 1 _ _. _ _... 21 sf W -•1 12 3NTH 0' STOP SIGN (R 1) s RIGHT 2TURN ONLY SIGN STOP i� ' as � �.. SEE HARDSCAPE '....:!! a, r 1 .: - __...._ ' I 7 N /02 v •35 Y SIDEWALK R ^® i� e J / �,-3+7'3• 79 +27.12 • P 19 18 o p <> .. C CONCRETE Jr ® ' ,h mJ _ r 11.91 N o cp Y WHEELSTOP (TYP.) A s� ; .''. -- 6 �F 1 /Qt4 W o•a ��v: w W 16 HANDICAP 16,4'1 ''i' ' 24" GN 15 +" �Q / �s ±.••. SIGN (TYP•) r WITH 1 AR N U4 DUMPSTERS SEE 9 <� ( •r I(TYP. INTER+$1. '•.•. ARCH. PLANS a® -'.: I 01 O ti FOR DETAILS ;: J �. / / /q q 0 U TP A R C E L 49,$4 L cn r' STOP t0 �. y �i /m (� f c0I.I.L. 18, �,,r,__ / 1 NP 4LD �• a:9...:'.:' HANDICAP SPACE PER t.: e + 1 N FLORIDA ACCESSIBILITY 12 r.19' .41 01 T T `a4 •' CODE (TYP.) ® CP +W � T / s' I ®� 1OR / / 1.55 ACRES ' �.:• t '; 'e ®O•®Q ` 12' PERPETUAL- ..� / R.O.W. ASEMENT '. , j 3 gp R= 2476.47' 3 � I L= 934.61' ' C= 929.07' / / . j / f CB= S10'49'23"W f CONCRETE TRAFFIC ' 1 SEPARATOR PER FDOT INDEX #302 F P a F 1IP7 � rcy�®N Fs f 5 � tir C9 KEY MAP N.T.S. V l� r m d- O N � 0 0 J Q I-- mcf) z � O o > Lil O ce� LL z Q (n LE O U Ilz C� 0 00 (3 N r7 _Z V) L _cis Li o V ¢ o z �O c0 NCcn [ a o�o � � O O T 06 Q N Q CL3 z w�0 o o _ o z > 0 w J J m � m Y w O 0 N 80 co co M w Lei m (Z � z z 0 0 cn Q d- w U m N d- z_ to � w W cj� Z >- 0 C7 Q 2 N � CDo LLJ Q O z m m fn C) m p Q w w z z Y w vi o o vv 0 O W LL c) W W �-- z ®uJ �WW <C(/)z 2 F- 3: LL- _ �< F— LL O F-- U DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER V7 c: 0 0 to O 0 E r 0 -D C) -r- in J .s .2 u 0 to V) KEY h c 0 Q) E c: 0 ,! t 0 it a .2 'N 1', 14 1 0 :3 c:) c: 0 2A IR 'IWE CURB c: GUTTE PER OT'0 I)EX 0 0 o ND Ar 0 vi % % Q) VA 0 t OA 16 Q) Vo to v Q) % vcl 0 0 E e. co N STOP 30" STOP SIGN (Rl—l) r�� c: WITH 24! STOP BA RIGHT TURN ONLY SIGN 0 0- 2. A. TYPE "I" CURB & GUTTER PER FOOT 0(5 INDEX #300 CONCRETE TRAFFIC a V) SEPARATOR PER Q) FDOT INDEX #302 00 C) 2!, 0 o'l Q) 3: Lli c I--- Z .2 > 0 Ln 22-55'27" z 0 R= 740.00' L= 296.08' 0 C) C= 294.10' < CB= N12*00'49"W U < --j a- I-- c TYPE "F" CURB & uj Q) Z y ul GUTTER PER FDOT—' INDEX #300 c V) C) Q) 0 < Co V) u 0 c: 0 0 0 c) cn 0 E c: Q) c: E 0 c) L- c) F- I Jg ICU p fit hl V) z 0 Ld Ql- 0 0-0 LL FL-Ll c) < V) cf) V) 0 (D < E o 6 �-n IS z< No , D D C (10 z LLJ U) < P: DD (-) 0 6 0 LJ CL m ED LL Ld LK 0 0 O < 0 co Ld LLj CD 0 CD V) F— < LLJLli z CD Z Ld Ld � Of z < V) —D 0 Li -j < Go m V) 0 m 0 < LLJ Ld LLJ < C-) Ld cr- V) 0 0 (Y 0 w LL- c) W Lu CL 0 Z w �l .0 C) UJ W C) 0 LL— V) LL- 0 DATE 09/22/03 PROJECT NO. 049249000 p— SHEET NUMBER I Cn o V C N N N O U O m V) Q c 0 c `0 I a� Y O T V O L .3 0 .o 0 L U U G U m V_ U O N Q -O C O G L O S V E Y T n c 0 0 a 0 V c 0 G U N N O L O c O 3 0 0 L .3 c N E u U O C O N U C V L L a 0 a E -o G 0 U N 0 V) CE L Q) N }� L O a � o L � a c o L_ 3 O L U 3 0 4- E Q_ a) � V N c 0 a) o O a O � 06 N a U c— 'U N N L O U T c 0 0) 0 � v � aci W c I— U I (,o U O -0 C z L o41 U S � o 0 Q o U W o U � Q J o C C Y 0 N I c m o m lh� 00 OLL- 0 Z V Q V) C a I � O O 0 O 0 w N � L 0 / L CD L V E Q C c 0 E o-) V 0 100 G m O \ w Q O Q f— I— m U) C0 zO U) o � Elf w O ck� L� Z Q (n LL- U V I I I Z U O 00 ( j �� W Cn UU O Q co ¢O -o CU� _ � O Z o I CD Q N cc) Q co z H (J O � zo O W Ld _l J m Y, W d- a O � O (� N Q O0 U O m m n Ld W W m Z z z Q V w c� Q N z o z W cj� '1' OY z i 2 O_ Q w Q O O J W C) IW Vl Q � IW -- O z - m r m � cn Q o W m 0 W J U 3 U Q U (n w Q 0-1 W _ V) 0 0 u I Q O J I ' . . • LL- U i w W P J^w r / O LL V) LL- I- U DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER C9 C:� � m ui -,°j 'p •' y a ruero[xu.v,¢.e , I eti,o � V 00 n rlp' f/r rV Irt// .> dsd�Ir I 1 d\ Q > s rfplld,, y aCC ,. oa "•:u»�::...-mow. An ,.:..,.. - _. ___"...._^ .� _. -.._ _� ..a .. -." "__.., -,..._-....._,.. _.-.,,.....� __._._... W...�._.__......_.-- .........r.:.:........,.a::"= I O c f fs t f/ .1 r• f -- -- ff-V-V-i-Vas-v�S-Sys-s-v-V-S-v-S-if �- Y-s-1-v-S-Sy--II-,v-V-$-[I-S�V-V-s-tt-V-V-s�S-i(-s-s �v �s �S �S �S -v�- s r 94, -95 -9 -98 - VAL3ON AVE.,(30 UNIMPROVED O.O.W.) 4 �{ A3 If; f r------------------------------------------------ 0 100 200 96 «.. _.» - .'/ S FP.G �gwF F- 11 ,:__I I SCALE AS SHOWN I I �a „ / O.R 742. PG 97 .- .. __ _ _ _ __ A t / I11 r P J to , M a 1 r' E��) z z z _ _ _ =------------------------------------ ---------- " ----------------------------------------------------------------------------- , .,� �G (n w._ i a \�\ p 1�a�� �aA �' K�{_ -�- ams,a, ,, " o 0Ld /;` / ;r/a,` / s.r :t r-'%'/ D-4 \ i �� t �. ✓ • ,+ I I TYPE P-7" STORM MH U U ,3t •� ` �`� / / ; I r �. POND 1���`"`•^�� PER FDOT INDEX #200 0 0 t a 1 r / Of � t i TOP= 48.00 � I .�c,�,„..../ � s r � r � INV= 41.65 1 pC0 r t' f l r'"3 t 3 ' -" .-..- •'-.�y�� ` �...../�� �• �' , • , �� -75 r t / Fa j I (n (n V I /e a r !/ ✓ i r w. /�as f �f r! Ll_'__ ui rF l! ` � '' r a l I �� \�'r �-` i _. • .::_ ,�.::...� D - 9 6 � cf �' / � 1 i D-15 a}_ t _ � ter, ! � ses •�,+ \ t _ �� -73 r°F NI •® a l' ff r. l I / dd .:-✓ i ,>'`P �"y d '.n ii y� t *:. r " u Cif O TYPE P-7 STORM MH z t°il : f'l!/ l 7.1/ :s`,' l l ' .,..�1 ;_-.-._ - v f; s _.�`° _ a.r+•' ,t :a `;• \� I D- PER FDOT INDEX #200 r A a I Ic TOP= 48.00 _>s..vv"..,...,�-t - _.>W�v --- - __ - ® i __--- tt .r • a ,m c ' ' ^ 16� - Y s' as y w 18 INV= 41.52 o 00c r' it ' •,M, - .� ..'.'- 1 I� _r, , �9 l / - ! - / r t% � 4' f l D 21 __. - i} 5 a: " ` " 5NOP y' ! / J p ,./ ,sl tltr. l ' I - ........... t r �_/� +'•+ S$F °" 168' �'��- �.. ! :1 _ w r 1 ! r w 0 � t ,,,,_, cn RNATE bRAINAGE _ / ASEMENT IN FAVOR I - _ j' �/`�_ �1 D-71 I �'t d , s: _ r 1' d _ P` C> Q z .T �. �`� OR DECLARENT .i i / t Q D�Bo` 0-20 1 % ""_.� ��.:..-�: �. _ f / �- TENANT / � 7 :� ' r' �� ,' --��.. Z ® o < (% i:.. O jj ;gs -' / MAJOR I ,: I a,s:r: cn rs 1 °' M >, '® '` rp i /�' ',.� ' .p,y "� t• 1 ," m'+t'' „,...... A % t I 7r� -fin a3 MITERED END SECTION Cn cn p _ .-� �` / : '� _': ��lrPER FDOT INDEX 72 c ��• �<� :' � r' //'� i i r�., �, � i =• i, ' $ia P .., �� � er, # � rn o 1f !' / c:..;-� s SF _.,� r ' j 1 INV= 41.50 � o co p � I. f � is I I r'Y � •-� , i � � D-19 `""'..--^"'.r'" ,,� I 1 f1 1 '�. y� '` 18.�%1 } •'�, r � � Q N 00 i. p- J , �� I �i� (/r ._,_. _-� _ „» / o; :,`:. sra.Jc. '°:s SHOPS Q I l = 0o m :i:� r CD 07 t �'o� Q'] r MITERED END SECTION Y w ' sh s : / r A ! p µvs �� �Y " r PER FDOT INDEX #272 0 r { t F k. ;k I f INV= 41.50 o � I f i APRIVAT DRAT AGEJ� ' ] _� I, -1 `�- k" `t - : _ /<' SHOPS O �r 4 1 `" � ° t 1 D-89 ASEM NT IN FAVOR r., 1''° -- - _ r 0 Sf =• c ti s OF D CLAREN % ✓' a- i ,_. D-51 50 III 9, gV : I / Qo t ]1 I ' Q l A--"'.'".--� p I I4 :: + l jt(CZD CD r r a `,. / / TYPE "P-7" STORM MH M-y+ '•.'.*, j . t >•'. ij(1'�,,,.,...ww'x"-'.".' t i l III m y{:t ' � .. M.• � _•. .,,,: � :.;. D-104 PER FDOT INDEX 200 � I it f - ' i / 1 r razz• I ircr # n c D-18 ® a �- y r tour �G" e`� ( / / r t d,rF ::i4 TOP 4849 z t „ „ w.. � , m ', { , , l_-- .:-•�.�. - � � �f . �-�-•� � / � t __ .� . INV= 42.49 E ,--`""�, - •� • ; I TYPE C INLET z z A 4 S A yi .I. ••.$.li •, 1 1 {/ '-�i. i- 51 .Jd.. // IN1.-• J JOF ` Ir !��� ;I;c;r nactvr PER FDOT INDEX #232 - p f O to A � Y � � �?� o 0 41` 1 ✓ GA ,}N11N1'�r Y'ti / /� / WITH ALT ., J„ BOTTOM `s Q it - - _ _ N' �! 1 r ,, ,.r� TOP 53.20 w U I-- N w 4; i t i a , a ::i r t 12,000 S 1 a�Jjr; _ - -� - r / too' 1 ' j / INV 42 82 1 00 z Ln -.� , .:4 '', ':. t mom,_._,- �+ r 4 e y A;, _Irr-gars � w C �Imt •+ ! i ' ,. ...._,.r'`'� �ru' c:Di _ }`• !� AJOR iy a �� ,y , - iar I ,°`� Ir / CURB INLET w �i O : t a `{ , •W .,."" " 9 T 160' s M i , 5 `' l i r f, t �m 1',rr G :,5.�.m m " ;' Kati `- `. �}�- .' JOR TENANT ; �/: / u rf `a ra I id z.�r - "P-7 STORM > o ' U f M F , - t 1 Lam' D �5 TYPE MH t I a u A 5F F; d` T/ a.Ir r-Mz sr; <C v ,r` 4 �NANT E V,g8'F {,- 'e' t�! ! fI l - I PER FDOT INDEX #200 v/ o �JOR 1 ,1v SF s f r" i/ ( TOP= 48.00 w i D-11 a - -^r;r .PQ `u; •,Q_ �t - _ $%IQPS IAr M NT t \ e t r r I/1f t / TYPE „C„ INLET INV= 41.53 221Y oo sF r� OR TENA PER FDOT INDEX 232 w liAN. .. 5'2 $ �``"'_ .._..,•:,.,s'''Iv, r"' }q. Q il_y _ '; .$' t a y✓ q f # (n _D ii �i a • • ,. .--�--. TEN F - - rT 1, r• � / // TOP= 54.80 � � b•, S i r Fw- ,ZZ TSF s' 33.E 3 I 3 `7 �:d / _ 73 s ..�s. fr7i o I � " NV 44 � Ok c s d �f r 'r i t a{. ! D- 8 6 L il Z Z x I .. o _s r 4 e� i i 1 _ _ w"". ' rf 1 l ,.•''> +^, i �' ` 9 � ' J 7' C-J o t'' ! \ \ I { =4r - 3 -- -/, . �. A,JOR ❑ g f'. w MITERED END SECTION Q yr ¢ w %' €E _,. "' ;;:j ,• /'' r MITERED END SECTION PER FDOT INDEX 272 0w _ L1 ij f'`'F '° '.7�.;•-^w' r.�•"''r5c•''�r''-� �•. f x fs'., .�NAN SF �, „' .:�� �,'....-.. - y �AA,� / a ad / PER FDOT INDEX #272 INV= 41.50 # \y ,i, i � r 52,E �'� t r s / / INV= 35.50 OR w ti. \ 0k - ,r 4357 s•F' `1 _[_5_ NW., -10 ° 17 -.. F. u' TYPE "C" INLETj a EJ \\ S* r�}IC?PS MAJOR r/ O 8 x r,...: T p M -.. A _ _...__ �sI �i`. T A + store.. 3 S• j e _ t °=-.� I "P "CUR INLET TYPE "P-7T" STORM MH TYPE "P-7" STORM MH PER FDOT INDEX #232 , a 2 BAN. S F. TYPE 3 N E 12b7 TE Ss2 1 Garde Ctr. 155�22®S '� i D=4 '1 TOP FOOT 50.41NDEX 10 FDOT INDEX #200 PER FDOT INDEX #200 - TOP= 53.30 9. 33, -1 r -5 -� ,l /.v --. o a- - • - r - - _TOP- 54. ��. TOr { _48.50 E s ` I - ._ a INV= 47.30 \a \ t tot' d r i INV=, 40.17 / ,, To f INV= 47.32 ,, t1 INV= 35:60 777 it � r� a D-50 D-58 D-65 D-72 D 79 D 88 ,Na CD -0 CD oN TYPE "C" INLET ',Fkta -' - - ; ' r' TYPE "D" INLET TYPE "P-3" CURB INLET TYPE LET TYPE "P-7" STORM MH _,. c PER FDOT INDEX #232 „; `.' I'• / �J� ^<� TYPE "C" INLET PER FDOT INDEX #232 TYPE "D" INLET TYPE "P-7" STORM MH TYPE "C" INLET C o /` g _ # # " PER FDOT INDEX 232 PER FDOT INDEX 200 PER FDOT INDEX #200 PER FDOT INDEX #232 t a PER FDOT INDEX 232 PER FDOT INDEX 210 TOP= 51.71 4 } ,,t b `v -'-'' " - D - 3 6 PER FDOT INDEX #232 WITH ALT J' BOTTOM # # / t i TOP= 52.20 TOP= 51.70 TOP= 50.41 TOP= 50.00 TOP= 51.90 N o INV= 45.50 �I`j CL ��s d - = �. -- „ " TOP= 54.68 INV= 37.04 TOP= 55.00 TOP= 49.83 INV= 46.74 INV= 46.12 INV= 39.49 INV= 45.19 INV= 39.02 INV= 46.74 INV= 45.83 111j '� - 4--4 -'' TYPE C INLET r'; s It --ter ff,F, J' A, PER FDOT INDEX #232 ., n �� I?i 1 �I-- ---1 't� - N ag _ WITH ALT "J� BOTTOM TOP= 48.70 D _ 89 � o a D-3 P LL `� I 3.., _. ,-1._.. :r-- D-30 INV= 42.62 D-44 D-51 D-59 D-66 D-73 p_80 D-200 �/ 31 i ,I p-24 U N r; r � �.; ,Af,. ��' TYPE D INLET „ " „ " TYPE P-7 STORM MH 5 TYPE "C" INLET t u I f TYPE D' INLET TYPE D' INLET TYPE P-7 STORM MH TYPE P-3 CURB INLET TYPE P-3 CURB INLET TYPE "E" INLET 1 f la I , �.- PER FDOT INDEX #232 MITERED END SECTION PER FDOT INDEX #200 PER FDOT INDEX No. 232 PER FDOT INDEX #232 �I rr J I; �� ,' t - TYPE P-7T STORM MH PER FDOT INDEX #232 PER FDOT INDEX #232 PER FOOT INDEX #200 PER FDOT INDEX #210 PER FDOT INDEX #210 °' ° TOP= 53.35 ' t " ` �� PER FDOT INDEX #200 TOP= 0.92 D-37 TOP= 53.09 TOP= 49.17 TOP= 52.31 TOP= 50.53 PER FDOT INDEX #272 TOP= 59.20 NV. = 43.73 TOP= 51.70 INV= 37.00 INV= 45.84 INV= 40.92 INV= 45.50 INV= 37.78 T INV= 45.52 TOP= 52.31 TYPE "D" INLET INV= 46.49 INV= 38.88 INV= 44.26 0 0 INV= 43.49 PER FDOT INDEX #232 0 WITH ALT "J" BOTTOM D-4 D-9 D-14 D-19 D-25 D-31 INV= 42.30 D-45 D-52 D-60 D-67 D-74 D-81 D-90 D-201 „ 11 V t1 ,0 Q ne�TYPE P-7 STORM MH TYPE "E" INLET N TYPE C INLET TYPE "P-7T" STORM MH TYPE "D" INLET TYPE "P-7T" STORM MH TYPE P-3 CURB INLET TYPE D INLET TYPE P-7" STORM MH PER FOOT INDEX #200 PER FDOT INDEX No. 232 w TYPE "D" INLET PER FDOT INDEX #232 TYPE "D" INLET TYPE "C" INLET TYPE "C" INLET TYPE "P-3" CURB INLET " _ PER FDOT INDEX #232 WITH ALT "J" BOTTOM PER FDOT INDEX #200 PER FDOT INDEX #232 PER FDOT INDEX #200 PER FDOT INDEX #232 PER FDOT INDEX #232 PER FDOT INDEX #232 PER FOOT INDEX #210 PER FDOT INDEX #210 PER FDOT INDEX #232 � TOP= 52.30 TOP= 52.33 TOP= 51.45 D- 38 PER FDOT INDEX #200 TOP= 58.80 TOP = 48.83 TOP= 50.60 TOP= 51.80 TOP= 53.00 TOP= 48.60 TOP= 52.12 TOP= 51.00 oI N TOP= 52.70 TOP= 53.50 INV= 42.15 INV= 44.57 INV= 40.79 INV= 46.59 INV= 44.84 INV= 38.71 TOP= 55.00 INV= 45.09 INV. = 42.74 INV= 45.60 TYPE "C" INLET INV= 42.96 INV= 41.6D INV= 41.00 INV= 45.26 INV= 43.72 o PER FDOT INDEX #232 WITH ALT "J" BOTTOM cn D-5 D-10 D-15 D-20 D-26 D-32 INV= 39.320 D-46 D-53 D-61 D-68 D-75 p_82 D-91 D-202 z a a o „„ „" „„ „ " ., c� " „ TYPE C INLET TYPE C INLET „ „ " „ " " TYPE C INLET " TYPE "P-7 STORM MH TYPE P-7 STORM MH TYPE D INLET TYPE P-3 CURB INLET TYPE D INLET TYPE C INLET " „ TYPE "P-3" CURB INLET TYPE P-7 STORM MH c PER FDOT INDEX #232 MITERED END SECTION PER FDOT INDEX #232 TYPE C INLET 0 p PER FDOT INDEX #232 „ „ " „ PER FDOT INDEX #210 PER FDOT INDEX #232 PER FDOT INDEX #232 PER FDOT INDEX 21D PER FDOT INDEX #232 PER FDOT INDEX MITERED END SECTION PER FDOT INDEX #200 PER FDOT INDEX #200 WITH ALT J BOTTOM PER FDOT INDEX #272 WITH ALT J BOTTOM D-39 PER 52. INDEX #232 # „ " #200 TOP= 59.10 TOP= 49.70 �,"," TOP= 52.70 TOP= 50.75 TOP= 50.60 TOP= 52.30 TOP= 48.60 WITH ALT J BOTTOM TOP= 49.85 PER FDOT INDEX #272 � `L ° INV= 44.93 TOP= 53.70 INV= 38.00 TOP= 51.00 INV= 38.60 INV= 44.34 INV= 46.38 TOP= 52.50 TOP= 54.85 INV= 41.00 INV= 44.21 INV= 42.56 jINV= 42.90 INV= 41.99 _ INV= 38.06 INV= 38.11 � MITERED END SECTION INV= 44,26 PER FDOT INDEX #272 Q D-33 INV= 38.00 - - - - - - - EDE��)D-76D-92 _ ° ui D 6D 11 D 16D 27D 47 D 54p_83WE � - ED � O w NTYPE D INLET D 40 „ y " " u n " " TYPE C INLET TYPE C INLET TYPE P-7 STORM MH TYPE P-7T STORM MH TYPE D INLET TYPE "C" INLET TYPE "P-3" CURB INLET PER FDOT INDEX #232 TYPE "D" INLET MITERED END SECTION PER FDOT INDEX #232 TYPE "P-3" CURB INLET TYPE E INLET Q ° PER FDOT INDEX #200 PER FDOT INDEX #232 PER FDOT INDEX #232 PER FDOT INDEX #210 MITERED END SECTION TOP= 50.60 PER FDOT INDEX #232 PER FOOT INDEX #200 PER FDOT INDEX No. 232 PER FDOT INDEX #272 N INV= 39.86 TYPE "C" INLET WITH ALT "J" BOTTOM PER FDOT INDEX #232 PER FDOT INDEX #272 WITH ALT "J" BOTTOM PER FDOT INDEX #210 MITERED END SECTION TOP= 57.90 TOP = 48.83 � TOP= 53.70 TOP= 53.26 TOP= 50.90 TOP= 50.75 TOP= 52.00 INV= 38.00 TOP= 53.16 TOP= 50.75 PER FOOT INDEX #272 Q I INV= 38.00 E INV= 39.86 PER FDOT INDEX #232 TOP= 54.50 INV= 43.31 INV. = 42.74 INV= 44.73 INV= 45.40 INV= 45.76 INV= 39.92 INV= 42.14 INV= 38.11 INV= 37.70 INV= 41.00 LL o TOP= 53.20 INV= 46.00 W INV= 43.08 o S INV= 44.75 (12" PVC) INV= 47.70 T Q L L_ a D-7 7D77 D-93 D-204 o cn O o ° TYPE C INLET "D" TYPE "D" INLET " „ " " -7" STORM H " o ° PER FOOT INDEX #232 TYPE P-7T STORM MH TYPE "C" INLET TYPE "P-3 CURB INLET TYPE "C" INLET PERFDOTI INDEX #232 TYPE "D" INLET PER FDOT INDEX #232 TYPE "C" INLET TYPE C INLET TYPE P-3 CURB INLET „ „ TYPE P RM M TYPE P-7 STORM MH } TYPE C INLET o PER FDOT INDEX #200 PER FDOT INDEX #232 PER FDOT INDEX #210 PER FDOT INDEX #232 „ " PER FDOT INDEX #232 PER FDOT INDEX 232 PER FDOT INDEX #232 PER FDOT INDEX #210 TYPE C INLET PER FDOT INDEX #200 PER FDOT INDEX #200 I - o-) ° WITH ALT J BOTTOM TOP= 52.00 TOP= 53.54 TOP= 50.25 WITH ALT "J" BOTTOM PER FDOT INDEX #232 WITH ALT J BOTTOM WITH ALT "J" BOTTOM # WITH ALT "J" INLET TOP= 53.40 PER FDOT INDEX #232 TOP= 48.00 TOP= 48.50 U TOP= 52.21 TOP= 55.01 TOP= 50.60 TOP= 52.22 TOP= 53.95 TOP= 53.30 TOP= 50.67 INV= 39.48 TOP= 47.60 INV= 42.21 INV= 35.60 N INV= 42.70 INV= 48.00 INV= 46.00 INV= 41.50 TOP= 53.00 INV= 44.15 INV= 40.61 INV= 47.15 INV= 44.00 INV= 45.84 INV= 36.22DATE 'It .� INV= 42.00 INV= 37.87 09/22/03 D-8 D-13 D-18 D-23 D-29 D-35 D-42 D-49 D-56 E4 D-71 D-78 D-94 D-205 PROJECT N0. o Q � Q a ! a D-85 049249000 TYPE C INLET � ,+ " „ c: " " " "D" J-BOX PER FDOT INDEX #232 TYPE "C" INLET TYPE P-7 STORM MH TYPE C INLET SHEET NUMBER c PER FDOT INDEX 232 TYPE P-7T' STORM MH TYPE ' D INLET LET TYPE D INLET TYPE "P-3" CURB INLET o WITH ALT J BOTTOM PER FDOT INDEX 200 PER FDOT INDEX #232 TYPE FDOT CURB INLET PER FDOT INDEX 232 PER FDOT INDEX 232 PER FDOT IN PER FDOT INDEX #232 PER FDOT INDEX 210 MITERED END SECTION PER 48. INDEX #200 PER 49. INDEX #232 " " TYPE ' C INLET TYPE "C" INLET TYPE "D" IN E # PER FDOT INDEX #210 # # INDEX #232 PER FDOT INDEX #232 WITH ALT "J" BOTTOM PER FDOT INDEX #232 # TOP= 48.00 TOP= 49.83 TOP= 52.21 TOP= 52.25 TOP= 50.60 TOP= 50.90 TOP= 52.00 TOP= 52.31 TOP= 51.70 TOP= 53.00 TOP= 54.64 TOP= 50.00 TOP= 53.40 PER FDOT INDEX #272 TOP= 53.54 INV = 40.41 INV= 38.84 INV= 35.50 INV= 41.95 INV= 45.83 clo De o° INV= 43.85 (RCP) INV= 42.40 INV= 45.60 INV= 45.32 INV= 45.22 INV= 43.68 INV= 46.84 INV= 44.88 INV= 45.56 INV= 44.00 o N INV= 48.21 ( 12"PVC) L S o ~ U C N N O �U 0 V) m Q c U c 0 I T a� Y O T n U C O L .3 a L V C ai N O_ U O ul Q C U c O 2 I T _N Y T c 0 .Y 0 a U U v c 0 C O O N 0 L O C N �L 3 0 0 L c N E u U 0 c 0 a� U C U 0 a 0 a E 0 0 m � o L- C) (� U >, � a U L U L E 3 a 0 .. C C O O m N O o_ � a N U C U N d N N O o _T C pl O "U -O U in C C � N � N U Q �> I N U O C Q7 E Z L O v U c 0 0 q Q o U / C W o U N Q L J F- C W o N U < a U I U� (n (D N r� O J Q f- m D U) 0 O Li z Q V) LL O U F, V) z O V) W z f� 0 00 U N _ rq � L J _co F- Q Q v � o¢ rn 1 af (])Q ¢ O�o �_ z O 1 O o�00-0 Q N 0 0 z c U m O V, , z O 0 w LLJ J J m m Y w O 00 N Q O co Ld w LiJ m CL: ii ZD z z z O o � Q w U N C cL z of w w tz z o U Q F W -7 O 0 L, 0 W w LLJ I--¢ 3 O z > m m cn o m o Q w Ld Q ¢ w 0 w cl� T- V) 0 0 U z CL s -4e CL Q Q ry O W w W (/f�\ '/ / z o ), BA ' ' W 0 LL F- LL- O U DATE 09/22/03 PROJECT N0, 049249000 SHEET NUMBER cl 1 I s 6 c N N O U 0 m m D c 0 E 0 T I T O E Y 0 T O 5 0 0 s .3 0 s V C �i 0 _o U O U) N Q C O C L O S T N Y a C O 0 a 0 0 C U C O C) O N L O s c 0 L 3 O 3 c a� E 0 U 0 m s C O N U C O Q) L 0 0 n E c 0 0 0 Cn N L C � N N O C N L LL O 3 T" U L a) O � V O O O 0 N 0 o_ L c a U L v= 0 U N a 0 0 N U Lo T C pl O �0 U 0 N U) C 4-1 Ul c U ti N � U I a) N U o v) E z L o in U 0 0 Q o 0 _ / s w L L U o Q J 0 IZ I— c W N Y a� oo� a Q � c � m 0 LL z Q V) n I v O O o O 0-) 0 d N o / Lv C 0 0 o 0) V � o � N 0 L- c) ~ I\C T m/Ar N.T.S. 100 J Q I— m D U) m 0 LL z V) 1 0 U V) z 0 W tz N C.5 O 00 U N CO6, z J L �a W cu FL- Q _Q U Z zlz � O Q co ( Q o - o _�a � o o i o ®� C Q N 00 o s. ca z co U cl� _ U2 Z O p —Li J CL J m m W d LK O O U N Q 0 OU p O r� Q: W W In t2 � Z � Z O o � (n < � Q w N z Q L c� CD z LL' Li L � p O W J p LL C) W w --D Lj I— 3 z m �p cn p m p Q w w J U U Q U5 Q w o w ft: _ (n p p U Q N) L L._ O _I W LL. W w/ 1 c W Q F— LL. O u DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER 1 c 41, U C N UJ U V 0 U) c 0 C 0 O 2 N E Y O a � 0 0 .3 n 0 s V C �i 0 o_ U O N N Q 'D C 0 c O Q E Y C O U a 0 0 C O C O 0 N O U c m 3 0 0 C E U O m _c C 0 0 U c U Q v 0- 0 a E 0 O N U) � 7 N O � a N � Q U) O 3 U 3 C L rr) o Lo LD U O U O m N 0 o. N �- U � U N n. V) N U 0 v- _T C pi O -0 N [n C � C � N � N 0 U I p�j O O cn E z O U 0 0 0 Q o % CF U Q) Q J 0 W °? H c W a) Y ai Q � C C) V) oe_, D O W [ z Q (N V) n I � O c O o O 0-) 0 Ct L N O 3 i 0 E o E ul U c: O d H 0 > w 9V its volu i fI � m m O \ w N ~ Q \ 0 r� O —1 Q f-- � Z O V) W O w z Q V) W O U 0 Z C> O 00 U N WU5 LL ® � < z O c0 V) Nd Q o CD_ Lf) O E Z O 1 O Q N 00 Q CC5 z 0cr- U O O } Q w Li J J m _� Ln Y w O � N Q 0 OU O co r7 Ld w L1J m Z z O o Q d w U N z ¢ C� O Z i'' l w cr- cnLLI O t� J 0 zWQ� z(�n Jm � Lj mo m O w Y J Q (n Q W U w Ir- _ V) O O U o Q 11J 1 1 1 �i Z z w ® r ) W w y^ U) z LL- LL O I— U DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER 1 C } v m N O 0 O W In Q oT_ Z) r. a ram. PER F TYP 3NDEX #22- - / '\ / ....`s 0 50 100 TOP- 52 I- :20 j _ INV= 46.74 U7 l l T SCALE AS SHOWN cn o 0O " RAMP 20:1 i.;• 'FO d SLOPE () cl m ` } m_ 00 s j f ` LL_ f %r'ar _ - r f' TYPE D" INLETv ° - - _ ....-• �.• � •" 5 -g''�• r l FDOT INDEX #232 = 3 48.9� TYPE °C° LET T 9 � / U - �:_) _- ` Gti c [® i `>' PER FDOT I fm Z Q , ,, : t1 `• •54.35 • r , ' 7� `-• ' TH .AL'T We OTTo1 TOP w 53�10 ® 0 ,W • ` j} 35 LF 24 RCP 0 °"f N c . f o MAP RAMP 20:1 . U N.T.S. -. • ° ..� :. 54:Op SLOPE _ _�. - .,. .w �o z ' 4 \ . 4LF Q z6276/ N' w. tj co, ® _ o } f ®0.7Y• . `° z NO O Q RCP®CV ; O 5.3 F W t I ^. ° TYPE C INLET ry h / { - • �f PER FOOT INDEX®#232 y -- I / / , „. O o c TOPS 53.00 �,- 2.p0 J' 18 RC TYPE e�. ° g : f �. ,0.596 \ f \ I ! /'r ^ = O z ° INV® 44.84lr.. `. J 52 ur PER°FDOT INDEX' �o , r ' w o w a, o _ $ TYPEy°D°TINLET TOPS 20 \ p' �o ''�` RAMP 20:1 �� i` j ' l` i/ / % _j m m PER FDOT INDEX "` . ¢ INV= 47470 h °i SLOPE i ?> / 1 (� t / TOP= 51 7ci2 ,r '` �h i!I 'O-'� r;A' ° '%.a o- \ i �•a'.' - 4 \ .,j'! I ?� ( ` / r W INVV 44.88y'L ti Wit: INLET^" TYPE "C'" :INLET \ / -• 7 t ` 1 J ' y r / / - _ O r sr ®0. PERI✓Fi)0`t INDEX �.' PER FOOT INDEX #23 \\ \ - II m �" yj-z frJ �J is 11 O Lu R 9Z "' TOP- 52.31 \ ':. \ r F F 47.15 a ,r 124 LF 1� ;"�' INV- INV•e 46.84 °i / \ ' V AR GEL�I Q t J p C � / / S ''° Y y } '. \ t f J°,y' • eJ r ,F / l / 6 ,/ n V 'rd! f ✓�t l , O0 L"•' Epp co TYPE "C" INLET b� !t • _.'' ` _ 1_►1�1 J °' 3 f PER FDOT INDEX #232 q c 3 TOP= 51.70 +'. \ \ f', , �"® - ti� :) 1 :3® A ES TYPE D INLET INV= 46.12 a ®® TYPE "C l s + FDOT INDEX ;PER FDOT IIVb` �32 TYPE TOP= 31.70 r J !� �4 1 , \ r <<, /, ;?' ��cv I WITH ALT 'J" BO '° ' i {'r' I PER INDEM/ ¢i32 "` w -.. INV® 45.50 _ TOP= 54,85 ; 7 w , � _ 1 #1 J' c \ _ I INV= 44. a "} 73 �f / Q_ Aft M. � '• , �.,." � � ��� / a,.,°. ,` �r1 --_. ..., _.-- �(t� rid b car z • n" , , s } I I S . :.• .,.... : •, t. , e 0` - 1 'fir ✓'l '}' . `r J' y Z 1 ten. .. p Q O r,.'J' o!':, I, r.S , )Oa �b } jI'h } dl� ..P.., .t.•� G.1.f/..� r.�rJ "•� �-• f? r (n F- „ .2% ,-/ , / / 1 w 1 k Via+ as j � Z Lli f - r .. .a, ', i ... -.��,....r. .w ,.`.-..• .:.. Cr n :J: WTOP > 7r 3 .. o r u / r ,t >- o c -�-" rrs ., ..,.,.,.�,..:,>•.:..'.� �'. � ✓'' d , � +,'. s j RAMP 20:1 � `4� � .,,`°� ;',v ''� i''�jmM. =4, �>'' ' 1 ' I r. � � _. '�1--:)t). %--� C� � RA,b1,P 20:1 I , ( 7+£ ^„" °' `°�" 'a ' ' / ! , ..J' y r .i : I ' I , % -_ "_� i �r w SLOPE L .. i . ".°l' 'r.^' , .', , `d.. '•° • ` % 7 .: ;} •I },r 7 1' r-_ r a pj ..., e0... •. .. `.. RAMP 20:1- ..._..__ryf s t` cs.di r / F % t±DROP IN! W in f. :.,_ f • ° ✓ SLOPE / I1 i 11'. 1i - �(50.68 t r .' - - - I Jx r r ! O ° ; ? :';..� __ .s'✓ }, •YL 3rS TYPE ° • • !„ ✓ „ .5 5� �o� ,'I t } rr FDOT INDEX �23Z l 1 f� rr�a �r ,,, ,.� (n 0 CO Q (y�� • a f \ } /'t)'z Y IN1/a 4473 1,? t/ f ( ja-II'a!',-.`�C�_f1c; n,v M ,f c i /,, 1 i '/. 7 .. t 0 t , f _ _ _ _ \ �o �o..a� fr 1 k �t J((/ w/jam /j t/ti' r ; l T cn o o v / /✓ y a 1 I \ i °� '" / a ' ; 0 7J ! C e�zPi �V7 'J rsrdv ✓, CURB II IL.E o -� st ` A'I ''` TOP CRATE-5'.20 , O'' � - -- __ ...._ __. .....N ,3 { , ; 1 t ^'"'► 'k . ''� 1.:,.:' ; E tt .,°� j' 'en fU (J f ,yf J o RAMP 20:f`y \ rq. J, tt % j'f // U� �''l.i�'�'+/ J2.2�J i S .% 1✓ T , (7 �'%.b .1� \� '+ -r ! / !psi c: a SLOPE r r °� r a ' I 9hcc °`! ;:'J' \ o-,J G3 . ,., sl / / f t . I I `� '/ `a 2 . J �> r,. Mv 55.3 1� �r ,'- -�I� e ,,, .,.." / '� / .•ter, i \4 C S1 A z. -r / ¢ f� I. i:, 5 kr .. a ,,;�' ;l r r z Uil L " „ a'45 »,.' ./ ._/ rStiJ +4�' J �� f • 1 j�'� ,�. , r `-,.1 1 ''z d 5F ( ! / fr r a r c t t r �, •r !'J ��7 u 55. 4 t 5 / t oa . / ✓ F \ w 1 M 9 _ ._, �_ SF ( //frf /r )! T; 3 G"'S'J f /' ✓ ..! /! / 4i . I SF11q >_'i, .,a`" .6rd' p,�c r4�; ,/' d! / t \t r�1 } 4 \ G.. l,Y �x g' i 9 k�''k q -, O J' •° " 1' �trl 4� s g I V 2 1 'r r a / \ ` ' i 0.2 \ �` sF f TYPE °P STORM MANHOLE} t y, l �j�r�r j ✓ % J _ 54.6 7 \ �1 SOP ® 1i O 4 ✓ ` PER FOOT INDEX 0200 j /l,£ e a 1 !) r f 5� 06 / N (,(�R � / \ ^n 51 24 j 3 �C� { �/" i>r f/rhe" / T'OP� 307f° °>°' y p�1 F �t /r =s" r v ® r�,®4G"� s� �1�►�`'�E® ��t,1v 50.83 .x ,� 51.50'.; r51.33 j 1 $6 k® h sF I 0 �l ✓I d ff /"i�T W d ° �Iv ER EFDOT'I "IN 232 1�� �� ,c C WITH -A "J" BOTTOM w J J f j 1 f r f J� Qf rj O --_,,.-. .,-- v", �' / .r,; �', T , 1 ;d. / a y f fl vn/ m ✓ 4 `SuB 1 1 �g d TOP= 54.6$` 7v fr a � ✓ �„ I.. a r <' \ \ f s . S5',34 sv .,. { INV® 4519 /� k f J T / _ 1 ;" .54 K. .. a \ j J /S� ° � � ,y"^ « F+s,..s� r a-. nl'�y` � t� / P .' .ir �d � �� J`, �l : �' ! ,5 s 50.63 / r 6 a /l ,' } 'jy v s r/ a �(@ ®• ti j ! t 3 r {} _ y f a>^ d" r f t •1 �„° 52.47 _ a _ -- % a l z 5U.59 ✓ ♦ r / 52.47 \ gF �'�/ TxPE 'C° INLET / a:T' �' ` y... a� �� -- PER ,DOT IN yy ,. a 84 - i ti:7 .- Sq ✓ WITH ALT J INDEX TT {/ _- r,, ... __... - •, ' / TOP 54.64 INV= 45.56 U O 50.51 rj' / y00 �\ % r al / x w SF c �'h LL ✓ / `i �� TYPE "C" INLET-- J U ° PER FDOT INDEX #232 TOP= 53.30 ha,;•' s INV= 45.84SF ° N TX/--''sF i �C' / -0 I I / sF . -rr"' s EREFDOT�MIDDI.. 32 ' / � ` O > ..i sf TOP- 53.30 ® Q "RCPo .2% h y INV- 47.30 _ O .- to 'A �� � "'_' / ., .., •-" •' .. / •-" � U O V t;,S ✓ / ., '� .. U p .`meµ / �.-• "� LL_ r �f �. J TYPE "C" INLET ati' I z a PER FDOT INDEX #232 ~ O _ TOPS 51.71 '. ` "ui - INV= 45.50 9• , r ,\s, .N ..• °+ -,✓" "". 'r. p .ter t/ % Safi � a N _ ✓ K {Sri Y .Dl O�I °.r l 1 Q _ LEGEND ~ Ll_ j,-• "- _•=- EXISTING STORM PIPE O ° EXISTING CONTOURS a-) EXISTING SPOT GRADES j�, DATE w- w.n ,a .• Y /° SF PROPOSED STORM PIPE 09/22/03 o PROPOSED SILT FENCE �, PROJECT NO. ~*7 4A PROPOSED SPOT GRADE o N �P�oo° 049249000 ,r SHEET NUMBER �ovto C14 0 N �s o� a � m m ^ m 1) m 3 . � ^� ^/ « /`^ ' / 11 //,�,i - � / , , " . 1, 1 . --------- _- r------ - - - - -- IN 1 _­:,,,��A I ­�,,T� , � i i - -- v - I - � ]� , " , /11, ", " . I - j ( ­­,7� --.,,,, __`i, __ ill t 1 i I a-, � j 7 1 4 11-:-S ... - - , .1 *V-- - , . � F __ , , ,-, , t I - // , �* � z i / �`, - ____ - � _T_n� _?��,, �� " ___ I � I 411,11. ,- , - - - - - � ,ii I I I I I � 03:�: � I � 1�>- -It cr_ ill Li- ' ! " ' CU(M0,-C3 .r-- ,,-�,- � *Ii : V�:-t1-_.",, ,-1. �,-:��,�;_��i __, ,_�- 0,:,i, �__0,��_-� -- ��_,1�1-t��.�4!_f _* uI,.�, I4.II ' | H | r==m / / �- 0 U / / __ 6w 5Cl / , . , ` . 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VY|NV= 4GO2 ' / / / / ---' _--- _---- ' G|NV= J57Q ___ '-_~����__-_�_ . / / / / `- _---�---___-_�___����~_-�'---- SANITARY MANHOLE SANITARY MANHOLE SANITARY SANITARY MANHOLE // // // // /- ---'-������---------- TOP= �J'�5 TOP= 5�.25 T�p~~ 52O5 TDp� 53'4U / / / / _���-���_ __ �������____-_----- ``�_�^� N |N�� 43'4O E |NV= �G.41 E |N�� -5O4 N |NY= 35^12 ' / / __`�_____/�----��___�� S |NV= 43.3O --- yy |N�~ JG�1 `~--D � ' `~--^� E |N�� 3512 � / --- ����--- v ' YY |NV= 44`�4 ` ������- '' '''' ---' W |NV= 35D2 ' / 4 SANITARY MANHOLE ` / SANITARY I `^EDTOP= 54.95 SANITARY MANHOLE TOP= 51.33 SANITARY MANHOLE N |NV= 42'45 TOP= 52.64 E |N�� 42.OSTOP= 53.60 S |NV~ 42�5 (�_��' E |N�� 353� ----E |NV= J455 ' ' VV |NV= 41'8& E��) ' VY |NV= J5.2� S iNV= 34.45 SANITARY MANHOLE SANITARY MANHOLE SANITARY MANHOLE TOP= 57.75 SANITARY MANHOLE ` TOP= 51.33 `^�__�/ N Ill41'G8 TOP= 5J.]3 ��`�� E |NV= �8.99 TOP~~ 53.80 YV |NY= 41.58 (�D E |NV= 34.23 YY |NV= 38.89 ' ---~ N |NV~ 3350-|NY= �4.1� E |NV= 32'78 YV SANITARY MANHOLE 3 |NV= 32.69 SANITARY MANHOLE SANITARY MANHOLE --' TOTOP=53'G5 TOP= 54.97 T�p~~ 5�.15 N |NV= 40.04 ~~�_�~� E |NV= 40'68 \�_^�� E |NV= 33.72 S |NV= 39^94 YV |Nu= 4O58 ' YY|NV= 33.62 . SANITARY MANHOLE SANITARY MANHOLE TOP= 54.7S SANITARY MANHOLE ' TOP= 52^39 TOP= 53`42 `N |NV� 455G ��_��' N |NV= 4G'4� E�D ' `�~/ ��-E |N�� 3Q'38 S |Ny= 48Jg S |N\�` 45'4O YY |NY= 3Q.�0 ' . SANITARY MANHOLE SANITARY MANHOLE SANITARY MANHOLE ~TOP� ��'2O ��p= 5�7Q TOp= 52.�O ��-��' N |NV= 47'86 N |My= `7Q1 E |NV~ JB'D8 YY |N�� 47'78 ~��-��~ yy |NV= 7'g1 YY |NV= 37.98 8 |III 37.81 �- Z Lu �>_ �— 3: cf� DATE PROJECT NO. SHEET NUMBER �������� � ° 4 I U C U N v U 0 N a C O C O >. E Y O T 0 O s 0 0 s V c ui v 0 U 0 v fn a a c v c O I T N E Y O O a v v a c v C O 0 N •L O -N O C N 3 0 0 r c C 0 E 0 U 0 .0 N t c O aD U C O .O L Q� 0 0 a E c v 0 � N Y O L 6 N fy 4-1 V OJ T O a � o Y 0- In y, v t E U L a 3 L Ln 0 c Q U O C O v N o m tsj a N � a a U U N a N � N L 0 c O `O � N L J aci W 2 N_ J F- N :D U_ I CO ai O r cn E z L O 0 U <L v C_ W o V s Q J � C Lv N L Q a C o O o z Q ul GO a I 0 O O o O M a) -t L (N 0) L O d 0 E a 0 E O o� m O \ LLB Q O J Q m Cr)m z U) O Lo > m w O v_ z Q V) LL- O V 0 z CJ 0 00 ® U N co Q� ® V UCo z O cn J O) < O O 0 Oo O O �® a N 00 Q S_ C� z U O V z0 O O W J J m Y w d• � O � 0- 00 N a O (DO CO r� Lmj W Z G z O O � a Q d Ld W v N z Q L 0 � Lf� z w w ff z � o W o p u n C) W V / Q O z m � m V) no p Q Z z W a (n a W U W ff S 0 p p U Q O LLJ LL ui W 0 LLJ 00 0 LL- V / LL- 0 I— C� DATE 03/08/04 PROJECT NO. 049249000 SHEET NUMBER 16 (3 0 U) C I 0 T_ LEGEND E EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING STORM PIPE EXISTING FIRE LINE Call 48 Hours (0 . . .... . ... ------ EXISTING FORCE MAIN before you dig 0 vvm-- PROPOSED WATER MAIN :5 w w PROPOSED WATER SERVICE it'S the Law! F F PROPOSED FIRE MAIN f—4770 ill, 1-800-432 PROPOSED SANITARY SEWER O W PROPOSED STORM PIPE Sunshine State One Call of Florida, Inc. 6 z full U D 0 U) V) < 0 0 I KEY MAP T N.T.S. E F y WILSONAVE. (30'0' UNIMPROVED P.O.W.) 0 101 U-DUTY lo' UTILITY 0 AS E EMENT EASEMENT C .2 GvMa Ma Ma Ma—'L 0 Ma m ------- ZA_j 4 A� . . . . .............. al 7 10' Lj_nLITWYT EASEMENT OUTPARCEL C: PARCEL 1 ,44E,, 6" REUSE 4 ORE3 I WATER MAIN V 1.04 ACRES 0 STUB & CAP T ; rra WM rug rnt == yvR:— _>_ —_ C� . , � / 8^ PVC GRAVITY MAIN INV=45.00 _31 E 10' UTILITY �N EASEMENT 2 r Z PG 513 0 Q N, .2 10" WATER MAIN 10" WATER M CL IJ 41 FIRE LINE 0 110 W #v C: C) 4 FIRE LINE W 0 U) A Q) 13� E a3 1,45 0L -.4 Q) 0 L '. LL_ V) 0 SANITARY MANHOLE V TOP= 51.07 N INV= 44.33 C.O. V ft INV-44.04 S INV= "23 -C 04 A E 4" FIRE LINE/ t / / E C.O. Q_ 0 03 INV=43.90 j *, ' ':_•^,'•:. .Q) 2, UTILITY CROSSING 14,Z 6* PVC SANITARY SERVICE•4_1 SAN. INV= 43.94 a 1-OX MIN. SLOPE W/ QO. �{ § ' : ,SANITARY MANHOLE 11 STORM INV= 38.00 TOP. 53.95 6" PVC SANITARY SERVICE 6' REUSE 0 C: 0 N INV= 4&49 OUTPARCEL S INV- 4&39 Al 0 I.OX MIN. SLOPE W/ C.O. WATER MAIN Q) 0 5 00 C.O. INV-416 STUB &CAP 1.55 ACRES ., d ' / PVC SANITARY SERVICE U Q) INV=44.31 ,2 181, CO V) Ile, LL-I Q) LLI 19 Do Cf) v�- _j F7_ .2 q) "S 0 tz C: V) 0 10 o q < LLJ U 0 < C: z LJJ Q) (n m < CL a DIR C: C) V) o LL_ cr) < V) Cn Cl) CL 0 0 0 00 00 Q) v- ------- . . ......... . . .. X_ x -- ---- _X� ............. - ----- v ... . ....... . ........ . ....... . ..... x X - x x x x .,I- - ___ -1 ___1 x x x x x —M2i Ma Ma Ma Ma Ma —ma —ma M2i Ma Ma Ma ma — m��c —mu —mm —m —m —mu —wj Am—" �-ft_ qm�� . ... .. W -=W; AM _hm _rm _m —rim- - Km —K% —Am q > Yj m 7 j J z 0 E I II 0-) 0 0 L_ :E ............ ot:L6+99 C� MA a _U V) ---d > I C_ 0 ECTIONAL BORE 0 LF 6" REUSE WATER MAIN > > rjj 01 o X VZL 40 R C110NAL BORE _90=010" WATER MAIN i I!, 25C P LA C5 -33.22 +26,10 0 C S OR,,Ml V A Q T W 'V- N -.4" 0 50 100 SCALE AS SHOWN 11C 6" x 10" WET TAP CONNECT TO EXISTING 12" RE -USE _--MAIN W/ TEMPORARY JUMPER ASSEMBLY • T E)GS7114104 16' WATER MAIN li m CD LLj 0 0 _j U) m z D Cf) 0 — U) LLJ 0 � LL_ V) LL_ 0 0 11) C-5 0 00 Q) _j (1) - L, Cf) CIO ,L_Ll d < C:) C_> — C) 0 (n cc<o, m- IT Cn < (f) 0 0 I 0 < CV CO 0 CU z VL _Lj @) <U 0 V) r- E5 — 3 0 LLI Ld > 0- _j m (n LL Ld 0 < :E 0 (0 (D LLj Lmj 0 0 r, LLJ LLI Li � V) --D 0 _j Q Lj V) --D z LU m In 0 m 0 < LLJ Ld Ld _j < < LLJ C-) Ld [if :E V) 1 0 0 C-) I 0 00� 0 _j W LL_ C) <WW 0 Z W z W C) 0� W W < U) z 2 1_ 3: cs:) LL, < 0 0 F_ V) LL_ 0 DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER C17 Al U C N N O �U O N co Q c O E 0 T I T _N E Y O T 0 :. 0 L .3 0 L N U c vi a� 0 U 0 N N Q 70 c 0 C O 2 I T a� E Y T c 0 Q- C) -0 o ®, v N c 0 c 0 C) 0 N 0 L c N .3 0 0 L .3 c N E U O 'U t In O w U c U .N L L a 0 o. E c 0 O T N v N Q) ry un o_ Y a N � 3 L L U L 10 3 L� / L Ln 0 c a� U O c O o N � N 0 N � a L U U N a N 00 m �- L L 4- n I � V / Q) W m W V) N J _- �- N U I .' L U o (z c a� Ln E z L 0 U S o Q o U / c W � L U o Q J � (2 �— c W � a c 0 N 0 C z L a I � O O 0 O Cn a) N L O 3 c� 0 E c c as E o �o 0 L L o F r' l f a`F I; "s t� f i h, I j �ii -- EXISTING STORM PIPE ---- EXISTING FIRE LINE -- — — r -- EXISTING FORCE MAIN ---- PROPOSED WATER MAIN — w w — PROPOSED WATER SERVICE — F F — PROPOSED FIRE MAIN — — — s — PROPOSED SANITARY SEWER =,%h-I�l:...k.{,:a.:=-µme w 3 PROPOSED STORM PIPE V) z 0 w (z O z C� O co U N cl: - J W Ca LFJ- o C:) C > - z 1 wCLf) o0 Q o a o o CT n o Z O I O Nobo Ca z � 00 � _ a z W Ld J J m LL Y W O o (' N Q o s O co cn r7 rr W W m m z z z O o Cn F- d �2L Q w (-) p N z `L va (D (-oLf� z w W (z V) '7 O W � LJL c� W V) Ld Q 3: cr O z m m m m cn o m Q W Ld Ld W z z Y Q (n Q W U W [If S cn o o c� 4 Q O tl V LLJ LLI W (1f �1�\J1 o/ 1 � Wei O LL- O U DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER U C to N O •U O En Q C O C L O 2 T U E Y O T O 0 L 3 QF U C rri v Q U O rn m 4 c O L O T T m E Y c 0 0 Q 0 O c U C O U N -L 0 t 0 i 3 0 3 c 0 E U 0 to s yl C O Q7 U L L (D a O o- E 0 O V 0 L o ry Q) c 0 L n O L� a 0 >, 3 U 3 0 C U O °c � O N a� rn O 00 0- L a L Q U U N a 0 0 cm � 0 m w w _ - ~ U L m j o E z L O v U S t� o 0 Q U i c- w U � Q C LLI U Y En Q a rn c: En o N � -o O c z ci � a 0 O o O 0 N O / L N Q 0 E C �0 aN L 0 N.T.S. 3: m 0 \ W Q Q0 50 100 ,. i ry- V)'l}.9 ' ••' • m O 5 SCALE AS SHOWN cn v� w I . 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SLOPE YV/ C.O.• h _ L . 6" REUSE / 4 FIRE LINE WATER MAIN N 1.30 ACRES 4L , UTILITY ROSSING SANITARY MANHOLE i r / -SAN. IN 46.73 _ -� 1%`- TOP= 55.93 , r 1 / STORM I - 42.38 _ - �� N INV= 42.45 y ! / w m - -�� S INV= 42.35 / n 10' WATER MAIN Lac •'. ,r g' .t •'' WATER MAIN Uj w10, tab L? CAI y G W r� _ W s .I I _ % v.,sC",... ..u.,.t z W _ P -- ry wY" , � W l.. t / r _ _-_ YJ i .• • �,a y 1 ¢ / ; t / . r t t z o_ •: • ..'f' • �; 4 ` .r • ° • �. , � Pr�n I+l S I N V11' F 0 1', 4 W � O • ' 4 W ^^'r- W ♦„ . ..q• � � ., p • "t'• .,1 '. • .. � 'O: � l � i ` � r-5- W•.;.d••a®' ,.•. ;.•. ',+ '�a• dq xs` £ 3` j rY "-t If ft r_ _ .. W :'e , A. ','.w.' .• • •.•./£ 'I 1vi 0" WATER MAIN O m 6" PVC SANITARY SERVICE ry / / I Q 0 1.OX MIN. SLOPE W/ C.O. ap / ( W 0 w z Y r 6' PVC SANITARY SERVICE I Asa v w Q 1-1Ld 4 w / f' • �' 01.0% MIN. SLOPE W/ C.O. Z ., / cn o o V z= \ jO} I , N INV= 41.68 ` 6- REUSE ( j�o • " / / m W INV= 41.58 j WATER MAIN SANITARY MANHOLE N ���F TOP® 54.20 W , gY, $? _ E INV= 40.w '. . �py / 4X W INV= 40.58 58 s W s x ;.: VAN / I 6 PVC SANITARY SERVICE 0 1.0% MIN. SLOPE W/ C.O.5. Gv it 6" PVC SANITARY SERVICE ;r' s1 '' "" w / /3T rI 0 1.0X MIN. SLOPE W/ C.O. s w•rr l tRW / we p. 6' PVC W /.3z OX MINSLOPE W/ SANITARY C.O. .-s /r , . #'' R �w w Orr FIRE LINE 1 %ry / / SANITARY MANHOLE I ,. ®�x ^N rF TOP= 53.45�.5 ! 4e FIRE LINE E INV= 39.38 W INV= 39.28 �� ",..... 8 ,a' • / ./® 3 FIRE LINE �� A 6" FIRE LINE pvc LF /k Q FIRE LINE ��,•" � 0 6" FIRE LINE - 'p "- /' LL- n000 .. � ✓,„. " "' ✓r. r :.• l.�d bead _ '`�_� �✓ LEGEND s' ~ ``' - JN+ --- EXISTING WATER MAIN EXISTING SANITARY SEWER. 6d_ W "". Z EXISTING STORM PIPE �✓ _"_. ~- " _r_.._..__- ac - EXISTING FIRE LINE - o0 EXISTING FORCE MAIN PROPOSED WATER MAIN L- - - w W - PROPOSED WATER SERVICE Q �, f- .✓ - _"l F - F F - PROPOSED FIRE MAIN PROPOSED SANITARY SEWER ~~ /✓'y=--- PROPOSED STORM PIPE DATE Call 48 Hours 09/22/03 before y0L1 dig - PROJECT NO. 049249000 4Ar r It's the Law! SHEET NUMBER AV 1-800-432-4770 '- ?to C19 , , i 1 1 H r N / h jI o O 0 Li U7 'l 9.9� TRACT i3, _ ,I Q vs i N C ! SEMINOLE TOWNE CENTER Rc"PLAT 0 r I \ z O O � PLAT BOOK 47, PAGES d-,0 j ff'A=: 8,1 ii O , C//,t ( i•1.11'I''1=4:f.21 i• = ./.. +� I g II _ T ` ,�(� / } /�i' >. F`+%ir"�� --7 .l t h, f _ I f✓f� (/ ! r 11. II I`.. _�- `I , J I! 1r f/rl`r,'i�/�\ — — —-- ..%elf 1 aI� i f / — s E�tr r •,'. \ _ f— _, __ _ _ \ 0 100 200 10 Pf f �,�� .a jf s �Jj �,, rt, \ \, ; � 4. �'l 'r 's•. ! I +.n `�n^� 1 _ j ,1,;UYILa7VIV A•G.ItW UNIMPROVED t �w ; ; r) I r g t SCALE AS SHOWN V flfP I / 1 .. 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I "' r ,� $ ;}J .c: -! - - l / , \ •..�I, �I i `,S 1 ,1 ''; �ISIGN Q '.. /rl 5/ , + I' ( `$.:' '. - \ I ' / -'" a .•'"'-,,:, -'_� / J .rt, �� -/ - ' v '� ` ; , V-`r LI- N 11--t------------ ----- / — ---- J / J Poo --„ems: r ; " 1, p I 1.04ACRES I �I ---- —r _ -fir, — — — � — ,.�J r r „r .r''? o=•' -� � \ �, � "cn'-•"I -+ �� t i � � (� LL • 1 -s, / /f / :- , jr v - ') f i 1 j i aIJPA 1AN1110:k' O U , , ! r 1,.; r r ,,.w,. y - ' `•. \ S \ 1S \` , `"' ,,,.- r'' ' / '',/ / , -„'� /� �`' `�.,. `� ,�• ;� 1 ` ` ! i 1s I .I._r (reµ= C / / /, f ,�.- , 5 / / ,,•- -.y` .-"' / ,/ l,, �.. 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WIT!! 4 WHITE PAINT ./ _MONUM NT /i/ �� -- �'" =a.c I 1 f : �- l 1 Iv o �.`, /0 - ,/ „fir,' STRIPING /IMPROVEMENTS / r l l l / r.. ,! �� _ O 1 ,-� c� / '�%r' ;, `. el , , r ,- 18 WIDE PAINTED Wf-�ITE '' STRIPES (TYP,) / SIGN- �r '" ,% -,, ��"' ,",.�n- / ,� ' ,/ ti % .� 1/u \ - - ' f , ' - � 00 /, /' � E .` i ,. k°' " r ; a 1.64 ACRES' f STOP B'AR "TYP, IINfERNAL tt { \ / '4rri O r,/ J .ri f f t.__ J , f ! I '' ` (, / ' Z ,r ''¢. - - 'e, C/J J 1 , , , d ,' � , t, •° �r / .. ,- ''" -'. ,i - f --i"--' / ' I r S ''z � - - - ®-' '�, '�' � - ti OUTPARCEL / I ! — I o- M� + 1 l •- ) cn 1 r : . 3 CT3 i" -- ._ ,., : 1.87 ACRES — t 1. • �il ., a , r /� \ , .. 1 '- PC. 1,1.OS9 ' /' ,. t S I x .: -.F.. •(y' .. _ ''.- 8,119 U _-OUT . - T= tOBie7.2J ._\ � / 5 l . .. 1 Ui <. ••. •- _ _ I� , ,..---.... —_..,_ .» ....__.._,.. _ .-..-. VJ (n CD // J rr 1 SIGN ' ,.... ,: .......: �. `<� 9. S �' ,, , .�,, .,' � 1 I SH - n O ( , OUTPARCE Il l , L TURN ANE _ , o _ N L i r - /� '- . POSED RIGHT a SIGN , ,, /- , _ .a I ( -" -s 1� — C Q CO 11 _...< t R• __ _ -_. _ ':. OUTPARCEL � ( � CLS w -O :. i ,•! ., f / 1 : .rQ)N v , t .• � ) r ...:.y_... r... .. \ _ fir I- ,, „ STOP .t `, �" ,..:..... , ,,, . _... + i � ( ' ed d' , vi o l r 30 STOP SIGN WITH / I _ te5 ,. `fE ' cn ,-._ ..: ,. • „ -_ � ' • �.;.. - _-. ..._ - 1.55_�CRES _ = z a ,. / .. / :.. ,r . ; r , ,- ..,. .. _. - _AJO ! -•- ,'�CH Efk,.11; o ) I 24 .STOP BAR __.. Ir _. R OUTPARCEL t 7Un' •�,zs n w r, 1 9P5 F' �.` sF F_.IF.d-1J.ra w r)N 1 i' I 5,3 SIGN O 9r ,. ,,• r ,,, _-. r ,.., ..% .. _...�I \ f/(` J -I m .,-,._. __.. , � s _`-- I 1 ` ,, `+ •. 8,471 r � r(, m L f I , `Q N LLJ t _ .__.7ate- - m co tl 111111111111 r / I / f r / � 1 1 r / �, PROPOSED DUAL LEFT , , r f 1 o 13 r `)i / / I I I , ! + 'i i / 1 I j ' TURNLANE SEE SHEET C29 11 I x i- / / % t I - I `� i j `' .. w 11 I\ r % t l� FORSTRIPINGIMPROVEMENTS w SHOPPING CENTER I 1 -� i ( ,' r f — _:- I = \ , jt „ Sg,690 sF" , _ ,6UTPARCEC 6f z E I ACRES 1 1 f ✓r l OUTPARCE( f p E / 's u4.1 i Il f r o r o It t I // f I f ! ( I 4 Q {) \ t r f 1 t P ,V/ F I� 1.04 .Ac I _ 'I 1 I I I' ` 1 I I c�Q $ a 1 1 l `� ijJ._ 'i rf w c� N ! G s Pr f f 1 1 1 �) I I 1J �f # w¢ �' fl l ( Z C� i 1 i U r, . 1 T I t I / c °� t! • ; , ; � / I i i 1 1 1 4' •p - - - >:;:; �-:' � - _ l / rl�ae r:'1LEr z LO o OCJTPARCEL toy J , 4 n , i ' t . t i � i • f � �-- ,!5 I 1 /..TCJP !'f TF :3.94 w � SIGN _ 1 I i 4 T� t / % I -,r r., <t c ` ;i i".' 137 f n AJQ 1 l / ✓ rr'd-�'].c', — o f , t , } /" I - .• . s 1 1-M ,, I OFF 4 ?r ObTPARCEL /� ,0 F. - ¢ r - _ A n t s$ ,� N :- P ' 1 Ott 1, 1 „` J - 1 ' ` Q•Ci / ,... _. - 1, _`' / _'r` 9�,� JJ ^^F v,H MIN1; i :^'"'' ,9. SIGN 'r ,f,,.. lft tOP-'`r:.=8 w J i d% i i f l./ L . I,t s!'c , .l-: ,.-."..._. -..t�l i IA_- \ 'I 12f� 'F p W (n , t , , ; 4' 1 I --- •., I .- -- r•' r_ ..i- •-f-:Tf' , I , 5 5 \ ''✓ :r` 1 i l W � o ,1''` , 1 1 •, 1,' it 4'n I Q� � � // �• / Q 'S � V- ,11 ,, 5 i ,'t,`; -� (d•Q 1 ,.^^ f ,y.r- f r,' lad J ti r,, -M AJARR C \ i, , ` , , t i�t I` / {,3y'2d� 1, CURB li l'=i O L E \ t i „ I 1 0 , �•- / "f7';"<L:.°4 1_` ' �i' £s �0 , --Tr i, 4i?v. FE:-5.2[7 �- 4 l - i},` e i'>♦S ,, !. } � - ..^ , '"" -, r-- '_'.-. ...:.::" r� / -'" - AJ -- --- �� S +' i :1 i ! !l } I'd.lphd_.57,2f CO , f J v_ r �] .. a �A 1 :i.lta,-a2.afa >-' ,, � , 1 _ r a F., .:._ ...,..., :r•r 1 / ANR 27 � ,� t r,P'' PROPOSED RIGHT 1+,, "" OR -7 SF r w \I F.. / J 127 \ , / / r Q Iw 1 `v A .,..r a� a... - _ - P- / z y 0 / V w TURN LANE I S �, , , ANE , ', s� T , °: ""�.. 1 Fi \ ., . _. 5 "�,F 3/09 / ` r I t t t / j0,22 r 0 \ / t t t t to O �, -V 1� ,t�, 1 '�t i ,N�',, 4 �\5', , �` '�Q �, `- .._ _._ _.- _. F „ ........ , _.- �__.. _- p �3• ter, r,,, / /" P` '\ \ 'f / � J j 11 (�. . Q a� ,,, ,, • f ', 5., ; $• Y, to - it 1.. � .. "rr , f ._ ,,, o' "'^. r- _,_- - .„._... _. , . •"°„ `J1 •,,, / � 1� '\ /„ .- '/ � , P'' � r' •r / _ _4, ,r , °, ,.:. \\ , _. - , .:.,. ,.•: :. � W,�{EE STOP ,' , - i - -- - --- r �• '' ..•` � If I \ i _,t � ni J y : 0 _ 1 J � a kl,ti ;I ,, :` ,;,'r?,�, ?. - (TYP:)- WALK _ MAJ - "-- ---" --_ __- - d.• - _ �;• _ ' 1 ' Q n „5 55,. 1 \ ' , . `'• '.'i v. SIGN ao UU ANC , � 52,607 r� o � ; ��,,, '�, `, •4 '- , `\ „ CROSS WALK � � ,-• -TE ''' ,/ �. , 1 .. _ 0 SIGN / % / ANc / S / % / `r' \ If l (TYP. N 5-7 ° STOP % 5s I �5 rJ� HOp _... _._ JpR / / /� '' 174 g3 S, / / , r \ — i O s ,_ OCT30" STOP SIGN WITH tit ' 14 1 ` S A - - AN ,A ' / r i Stove: / 10'S S - / / _ k` v 24 STOP BAR Q,. `r ll. �— g,2B7 °< OT 33,>2 ,_ ,. f j Garde tr•' �- n5 i �, of ', r � o (TYP. EXTERNAL) .;' 4 i-.. -__.� \ �.\ l'.,-_.. t ci -'+, J `4, r, •••% ^' ,,,-..,-- , M- jj t Q- .. ......, .. .. ___ f .•^`» N r / S a t-� 1 t{ is 1 ,i tS r - ..- .....,.. -`p ,\, 117 f j __ .. t 1 �/'/•' ,..-n PROPOSED RIGHT! a TURN LANE Cx I � 71 f�l i 1 1' f I , I '\ ` ?¢` i� r` f / .--•-`" ., ( �, ® ! r J o PROPOSED LEFT `RI , I \ ,.i , _ t ` W "- TURN LANE�� /{tr �•, �,� 1 N L. ,1 -. 4i F Q o WIDE WHITE �- f z r ' c r- DIAGONAL STRIPING 7 " Al 30 STOP SIGN WITH i :4j w 24" STOP BAR yl I' (TYP. EXTERNAL) / EIJ JIVs'i / 'rJ� ; `+ , , T j M I n V P I+! _ - r :, i(I .r r ! �- - - '.' ! _,pn - - A of ✓ / SAL Att' SURFACE Wf `SUREBOIVD O �, r rl O r of e�() l w -= `—� /ryb SETTING BED"'._PER _J U o Jf r 1 ,;t J ." --'- :� - CONSTRUCT KEY AT ALL ' h MANUFACTURER RECOMMENDATIONS I, CONCRETE JOINTS TYP. ~ THICKEN SLAB AT ENDS TYP. % f PAVERS TO MATCH SIDEWALK f OTHER SIDE SIMILAR O 6" CONCRETE BAND ROUGH BROOM 6 X 6 X W2.0 X W 2.0 WELDED 6" MIN. THICK REINFORCED j=_' - - - "" - ---- _ �--M _ - -- " `" _ FINISH. 4000 PSI ® 28 DAYS #4 ®18" O.C. /� CONCRETE SLAB WIRE MESH W/ 4 #4 s IN TURNDOWN a _ _ p c _ l 6 COMPACTED CRUSHED AGGREGATE Q o / GEOTECH FABRIC BASE. 98% PROCTOR(TYP.) CONCRETE CURB BEYOND "-" ASPHALT PAVING BY OTHERS W U Q 8'-0" 10' 8'-0" 12" MIN. COMPACTED SUBGRADE EL 98% PROCTOR (TYP.) W W .:..... O O O O O O O O O O O O O O 11=1 11=1 11=1 11=1 I-- =1 11=1 11=1 11=1 11_1 I ti 11____________ _1 11=1 11=1 11=1 11=1 11=1 11= _ 11=1 11=1 I I-1 I I �' o I-III=I I I=III d I I=111-1 I F1 I F I I I=I I IIZI I I -I I I -I I I -I I I=I I I-111-I I I -I I I -I I I-111-I I I -I I I-111-I I I -III -III -III -I I I-111-I I I-111E111-1 I IEI I I -III— =III -III -III -III- Q IEI I IEI 11=1 I IEI 11EI I IEI I IEI I I-1 11-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I M I IE1 I I-1 11-1 I I-1 I I-1 I I-1 I I-1 I I— I I-1 I I-1 I I-1 I I-1 I I-1 I I LLI z 0 o I —I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=t 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 Q Q N III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III � v, (f) n LL , I " O NOTE: 3' DIA. WEEP HOLES 5' O.C. ®PERIMETER i :y>.4,(.;` ,,_.`. O o 0 OF LOW SIDE FILL WITH #57 STONE Call 48 HOurs j m o before you dig ' N Ci SECTION: TYPICAL RAISED CROSSWALK 3 It's the Law! DATE o N.T.S. 1-800E432-4770 �' 09/22/03 a, PROJECT NO, I 0 V Sunshine State One Call of Florida, Inc. o I - � � 049249000 I SHEET NUMBER ! E T7 �o �-0 C20 aN L o� a;. U C N N O U O V) a c 0 c 0 E Y O a 0 0 a t U 0 U 0 a c 0 C 0 2 T _0 E Y T c 0 0 a 0 0 0 C 0 Q N O t a 0 v 3 0 3 E E U O U 0 a� U 0 L L 0 0 a E 0 0 v V) ry a� 0 a a� 0_ a 3 t U 3 O 4- a� U c 0 0 m 0 Q '3 a U 'v= 'U m a t 0 O 7•, 0 O a 0 -o c m U iu 0 0 C_ E L C C 0 0 c Q) t a� c U) U) 0- C_ 0 V) a ro U c O U 0 s 0 Y E U O a w L f- 3 4R 72 Std. 6" Min* 2' — 3" **TYPE E CURB NTS * When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement. The thickness of the lip shall be 6", unless otherwise shown on plans. ** TO BE USED AT EXIT OF SERVICE/WIP CONTROL ISLAND 66„ 72 Std. 6" Min* TYPE F CURB NTS —DETECTABLE WARNING SURFACE OF EXPOSED AGGREGATE CONCRETE OR CUSHIONED SUR— ASPHALT PAVING FACES OF RUBBER OR PLASTIC CONFORMING AND SUBGRADE TO SECTION 4.27.2 OF A.D.A. CODE HANDICAP SIDEWALK RAMP N.T.S. NOTE: PAINT SYMBOL BELOW ONTO PAVED SURFACE WHITE THERMOPLASTIC MANUF, PER FLA. DEPT. OF TRANSPORTATION SPECS, CO TYPICAL SYMBOL FOR HANDICAP PKG. N.T.S. HANDICAP SIGN /— SEE DETAIL STEEL POST (STANDARD PIPE) 6" PIPE BOLLARD PAINTED TRAFFIC YELLOW FILLED W/ CONCRETE 3" DIA. GALVANIZED POST (STANDARD PIPE) N 2-5/16" DIA. CADMIUM PLATED STEEL BOLTS N 3" DIA. GALVANIZED O1 W/HEX NUTS i� � O7 3,500 P.S.I. CONCRETE N : 2-1/2" DIA. GALVANIZED C4 STEEL SLEEVE. (DOUBLE _ ;::•�gr:•. _ N EXTRA STRONG PIPE) iV BASE DETAIL IN LAWN BASE DETAIL OR LANDSCAPED AREAS IN PAVED AREAS N OTE: 1. SIGNS IN BUILDING SIDEWALKS SHALL BE SET DIRECTLY IN THE CONCRETE AND SHALL UTILIZE "U" CHANNEL GALVIANIZED STEEL POST PER THE SPECIFICATIONS. SIGN BASE DETAILS N.T.S. �— 2" TYPE S-1 ASPHALTIC CONCRETE SURFACE COURSE (1500 MARSHALL STABILITY) (TWO LIFTS) 8" LIMEROCK BASE COURSE (98% MAX DRY DENSITY OF THE MODIFIED PROCTOR) AASHTO T-180 12" STABILIZED SUBBASE (MIN. FBV OF 75 P.S.I.) (COMPACTED TO 98% MAX DRY DENSITY OF THE MODIFIED PROCTOR) TYPICAL HEAVY DUTY PAVEMENT SECTION- N.T.S. *REFER TO FDOT STANDARDS AND SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) FOR DENSITY REQUIREMENTS OF ABOVE MATERIALS 1 1/2" TYPE S-1 ASPHALTIC CONCRETE SURFACE COURSE (1500 MARSHALL STABILITY) (TWO LIFTS) 6" LIMEROCK BASE COURSE (98% MAX DRY DENSITY OF THE MODIFIED PROCTOR) AASHTO T-180 12" STABILIZED SUBBASE (FBV OF 75 P.S.I.) (COMPACTED TO 9B% MAX DRY DENSITY OF THE MODIFIED PROCTOR) TYPICAL LIGHT DUTY PAVEMENT SECTION N.T.S, *REFER TO FDOT STANDARDS AND SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) FOR DENSITY REQUIREMENTS OF ABOVE MATERIALS I 00 NOTES: °O PARKING BY DISABLED PERMIT ONLY woo $250 FINE CITY ORD. 3211 i GRADE 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4, FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). HANDICAP SIGN DETAIL N.T.S. DOWNSPOUT (SEE ARCHITECTURAL DRAWINGS) WIRE SCREEN FOR RODENTS 6" SCHEDULE 40 PVC -45• BEND (SCH 40 PVC) i— FINISHED GRADE SEE NOTE 2 1 % MIN SLOPE WATERTIGHT CONNECTION NOTES: 1. PIPE MUST BE SCHEDULE 40 PVC. 2. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING, SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO AND INCLUDING THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN. DOWNSPOUT COLLECTOR DETAIL N.T.S. 1.TOOLED JOINTS TO OCCUR AT INTERVALS EQUAL TO WIDTH OF SIDEWALK 2. SIDEWALK TO HAVE BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL. 6" SEE PLAN 6" 2% �4" THICK CONCRETE 2500 P.S.I. 6" COMPACTED SUBGRADE TO NOT LESS THAN 98% MAX. DENSITY AS DETERMINED BY AASHTO T-99. TYP. SIDEWALK DETAIL N.T.S. 5' f 1" n " -rvn 6' HIGH ALUMINUM FENCE DETAIL N.T.S. 12" EXISTING ASPHALT EXISTING BASE :E•i .fir•'. 7.. EXISTING SUB -GRADE J SAW —CUT DETAIL N.T.S. 'AILS 22„x22„ 'OSTS PROPOSED ASPHALT PROPOSED BASE `- PROPOSED SUB -GRADE V M O � w N � \ o 0 J Q I- U) m z O O 0 IJ O w z Q (n LL_ O C5 0 z C.i Lj N J vi.+ �_C13 LUo ® V Q z C:)O Q J O La C], a O - o _ � O .� o O o �cc) a Z Ld 0000 U 0' - O ^ O _ p z >_ Lu J J m CO Y LLJ 't 9� O D O 0 N Q OO Li 3: w w m n D z z z O o U) F- w U o' N z Q V) 0 w w tz a- z i— O W 0 Li 0 w (n LLJ Q 3 O CO m r �o m Q W 3 Q U) a Lu 0 o 0 V U) I W F_ LL F_ 011 O J W 0 Z ®0 d�WW Q Vd^^ W O LL LL_ O U DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER 21 U) Q) a Q3 C O t� E I_ d- N N O O N DO i _J Q F-- W 0 z O_ f-- u D m (n z O 0 I 0(i O cs J Q W I N N O LL I-_ (n Z O U t� Q 0 W U a J LJJ y Q 0 O W z Q I O O O 00 �f- N 0) "t O O E 0 c C i] L U C vi N O U 0 V) Q c 0 c 0 I T m s= Y 0 T 0 0 0 3 n U c of N 0 V 0 W Q c 0 c `o S T O E Y T 0 0 a 0 0 c 0 c O U N �o 0 3 0 0 t c a� E U O m c 0 O U U .0 L L 0 0_ O n. E a 0 0 N 0 a 0 a a a: 0_ U 0 3 s U 3 L 0 0 U I� c 0 0 V) O Q a U U a rn 0 O v c 0 c .`n ai U V) rn 0 0 •c a U) a c 0 L 0 s N c N 0_ An c rn .N N a c 0 rn a O U c 0 U 0 m 0 -1: c a: ;_ U O "D N t F SQUARE CUT EDGE Of EXISTING TRENCH WIDTH VARIES SEE NOTE 10 PAVMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE MIN. ASPHALTIC CONC. \ WHEN FLEXIBLE P VEMENT \,\\ IS CUT. \ \ \ W SEE NOTE 2 V \ANGLE MAY VARY---,,\ < i \ \ r-SEE NOTE 4� \ \ v \ * PIPE O.D. ` ■ N 6' (TYP)`/ \ SELECT � ^ \ \ / COMMON a -o v\ i'r FILL m z \\ O O 0 0 W W BEDDING ROCK d 0 ` v PIPE BEDDING 060Y060 0o° o ogo 0 o pg (SEE NOTE 8 & 9) NOTES: \ \ \ \ \ UNDISTURBED EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 93X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL• COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX. 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24'. AND 24" MAX. FOR PIPE DIAMETER 24' AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. S. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLAW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4' MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6" MINIMUM FOR PIPE DIAMETER 16' AND LARGER, 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY, SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 100 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC 4 REBARS TK. DISC ANCHORED IN ANCHORED IN CONC. PAD CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE 4 ' TYPE OF VALVE 164. NA�ex < . 2 SERVICE 4, . d 4 DIRECTION & IN ° 0 a 4 iv ° TURNS TO OPEN 4 io °. WATER APPLICABLE VALVE BOX AND COVER (SEE FIG. 115) 4 IT.°•4 /� �� ANCHORS 3000 P.5.1. MIN. (TO BE APPROVED CONC. MIN. BY CITY) VALVES 16 INCHES AND LARGER 6' TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 2" #4 REBARS ° m 4 ALL AROUND a a .4 .' WATER 4' ' 4 A. APPLICABLE VALVE BOX AND COVER 4 " (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 ■■■■■■■■■■■■ �00u000❑ RECLAIMED WATER SEWER ❑0000 ❑000000❑ 0000000000 000000000000 000000000000 ❑a❑ ❑00 ❑00 WATER ❑p❑ ❑p❑ ❑00 000000000000 0000000000 ❑000000❑ ppppp❑ POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD 1999 FIG. 115 SQUARE CUT EDGE OF EXISTING TRENCH WIDTH VARIES SEE NOTE 9 PAVMENi (TYP.) W/ SIZE OF PIPE FINISHED GRADE 2" MIN. ASPHALTIC CONC. / WHEN FLEXIBLE PAVEMENT IS CUT SEE NOTE2 / NGLE MAY VARY / SEE NOTE 4 W PIPE O.D. \ 6" (TYP)= r a SELECT W � / COMMON B / a \� FILL m UFNNDIS RBED y v (SEE NOTE NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I.■ SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15' MAX. FOR PIPE DIAMETERS LESS THAN 24'. AND 24'. FOR PIPE DIAMETER 24' AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. S. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. B. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 101 PVC PIPE COLOR WATER MAIN: BLUE TYPICAL PIPE 2" TO 8" PIPE - B" TAPE IS CENTERED ALONG TOP HALF OF PIPE. POTABLE WATER MAIN POTABLE WATER MAIN 10' TO 18' PIPE - 6' TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. POTA■lE WA)OI WMI POTA`E WATER MAN FOUL[ WATEN VAIN 20' AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE NMI NNW,R n■fUW WIN NurU ne uw Wa num rwuw PO)ANE wATE■ MAN POEAii wARR rAN POTANE WARN MAN EOW■Z WAM MAN POfANE WARW MAN MAW WARN WAIN PAPER BACKED ADHESIVE TAPE (TYPICAL) h� 12r MAN MAX. POEA■AE WATEII AWN 1" POTANE wATu MAIN � 6 INCHES OWE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 CONCRETE TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME & COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAVED AREAS & AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) V-8" MIN. 3'-0" INSIDE W OUTSIDE WALL c PRE -PRIMED BITUMINOUS EPDXY COATINGS t�r c JOINT SURFACES PER SPECIFICATIONS (SEE NOTE 5) 4'-U' 5' MIN. ' PRE -PRIMED PRE-MOLDED PPLALAC JJOTNT JOINT SURFACES SLERn PROTECTIVE ENCHING PER SPECIFICATIONS1" p o WRAPPER (WRAPPER TO 9E REMOVED) REINFORCEMENT AND JOINT COMPLETED JOINT WITH DETAIL TO BE DESIGNED BY MIN. SQUEEZE -OUT SQUEEZE -GUI THE ENGINEER AND + B° MIN. APPROVED BY THE g 9, I CITY. T-I -i 9 I J� SECTION 401NT - 19' DETAIL BEDDING ROCK 2" MIN. CAST -IN -PUCE PRECAST MONOLITHIC CONCRETE BASE BASE TYPICAL MANHOLE DETAIL CITY OF SANFORD:T 1999 FIG. 200A UNDISTU EARTH a r � i la."Im.0r .lJ & oll m O +n m IN p I ggg SHEETED TRENCH UNSHEETED TRENCH 10MIX SEE NOTE 1 C /j • MAN. 1TYP•) SHEETING- SIDES CAN / BE FORMED •D'/4 - / - 'D'/2 3000 PSI CONCRETE 6' MIN. UNDISNRBEO EARTH CONCRETE CRADLE NOTES: 1. (•):AN15" MAX. FOR PIPE DIAMETER LESS THAN 24', D 24" MAX. FOR, PIPE DIAMETER 24" AND OVER. FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE EQUAL TO OUTSIDE ,DIAMETER OF PIPE. 2. 'D' REFERS TO THE DIAMETER OF THE PIPE. 3. 'T" REFERS TO THE THICKNESS OF THE PIPE. 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 5. REFER TO SECTION 32.5 OF THE U71UTIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS. 6. ENDS OF ENCASEMENT SHALL BE FORMED. AND LOCATIONS SHALL BE INDICATED ON RECORD DRAWINGS. CONCRETE ARCH AND ENCASEMENT DETAILS CITY OF SANFORD 1999 FIG. 102 PVC PIPE COLOR PANTONE PURPLE 522C TYPICAL PIPE 2' TO 8' PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE_ RECLAIMED WATER MAIN RECLAIMED WATER MAIN -- 10' TO 18' PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE. ' mAAAo ■■ N ww .■Am Wao w ®A® Ai■ A,i■ r ; 20' AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE i ', eAI eer a.rs N■ ■or o■r® ■■I orw eN® • � � ®A■o ■om w mA■®A ■. ®A■o A■Aq r® ' � ®A■s ■■o Mm ,AmAAr■ .. Atl. mAm ■®.. ; i , PAPER BACKED BAC-K-E`iD ADHESIVE VINYL TAPE (TYPICAL) / MROI -- �!nVu i8INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RU FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION _(RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 109 TEE PRECAST MANHOLE "�- INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT 6% OF VERTICAL PIPE PIPE EUREDECTIONAS REQUIRED A. DEEP NOTE 1) n 90' BEND A STANDARD DROP DETAIL PRECAST MANHOLE WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST MANHOLE WALL STAINLESS STEEL PVC OR BAND DIP • STAINLESS PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1999 FIG. 201 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 1B" 20" 24" 90' BEND 45' BEND 22-1/2' BEND 11-1/4° BEND PLUG OR BRANCH OF TEE NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND. THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: *TYPE OF PIPE: DIP * WORKING PRESSURE: P.S.I. * SOIL DESIGNATION: * LAYING CONDITIONS: N' TO BE COMPLETED BY THE ENGINEER 6. FOR HOPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. RESTRAINED PIPE TABLE ( DIP ) CITY OF SANFORD 1999 FIG. 1048 L3319U1�hi'1h I VINYL CONTINUOUS MAXx. 36" WARNING TAPE MIN. TYPICAL UTILITY PIPE GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS RON- METAWC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER S. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERINO. A. COLOR: GREEN WITH BLACK LETTERING. B. LETTERING: "CAUTION: WATER LINE B. LETTERING: 'CAUTION: SEWER LINE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH BUCK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. 8. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING. "CAUTION: SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) UTILITY PIPE WARNING TAPE (SEWER. POTABLE WATER, AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE' "SEWER AIR REI VARC' "no "cTnOU WATCOM AS APPLICABLE PLAN "CITY OF SANFORD" I FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES ALL COVERS USF "AS" OR EQUAL. MACHINED MATING SURFACES It ( 24" i 3/8" 1-1/2" MIN. 4-3/4" MIN. MANHOLE FRAME: USF '227" INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD 1999 FIG. 202 TRENCH LIMITS �. 1B" MIN. / '14 BARS ALL AROUND (MIN. 2' CLEARANCE AROUND PIPE.) 6' MIN. (TYP.) A TIE RODS INCLUDING 4' x 4° It 1/2" NUTS AND WASHERS HOT DIPPED GALVINIZED (SEE SCHEDULE BELOW) OR STAINLESS STEEL - •- C (6' MIN.) (BEARING PLATE MECHANICAL /4 BARS UNDISTURBED EARTH D 4--0" MIN. SEE TRENCH DETAILS FOR IPE ENCASE TIE RODS IN " REQUIREMENTSDINO 1-1/2" PVC SLEEVE 3 COVER NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: P.S.I.• SCHEDULE OF DIMENSIONS AND MATERIALS PIPE DIMENSIONS TIE BOOS REWD SIZE (INCHES) A 1 B C D DLO. NO. HOLE: THAM BLOCK ARW TO NC COMPU)O) ON NAM Of PER SA. Fr. W& RESMIXT VAOO W) MEANING. SEE NOTE S • TO NR COMIUM W ORAN" WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 ALL LETTERS 2' IN HEIGHT WITH 3/4' SPACING BETWEEN ROWS 1e' IRRIGATING WITH „/4• RECLAIMED 2• 3/4° 12' DOWATE OT DRINK 1 1/2° 0 36" (MAX) 1/2' BORDER • o, o a a a 0 o NOTES: 1. HOW OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC. L BACKGROUND SHALL BE PANTONE PURPLE 522C. LETTERS SHALL BE WHITE. 3. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 4. POST SHALL BE U CHANNEL 2 U1. HOT ROLLED HIGH TENSILE RAIL OR BIDET STEEL. HOT DIP GALVANIZED PER ASIM A-123. 5. MOUNTING HARDWARE SHALL BE STAINLESS STEEL L SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY THE UTILITIES DIRECTOR. RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD 1999 FIG. 114 SET TOP OF VALVE BOX AT FINISHED GRADE FINISHED GRADE -\ SEE NOTE 2 M.J. PLUG VALVE CONTINUOUS COLOR CODED 14 GAUGE INSULATED WIRE (NON-METALUC PIPES ONLY) WASTEWATER FORCE MAIN COVER (SEE FIGURE 115) II CONCRETE PAD N UNPAVED AREAS SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK, NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 203 V) m O \ LAJ N � Q \ 0 O J Q I- m m z U) O cn 0 j � W O z Q (n LL O I- U 0 L C3 �p C Go U Z ? V J _CIO I O ® V ¢ O c)O ¢ _ � -' rn Q� ¢ 0�00 _ CD o n CD Z O I O N ¢ Z H co U a-- O O ^ O _ V) �p Z Q W J J m Y W o O 0 N ¢ �0 00 Ld I_Li m z z z O o � U c\1 z Q w w w cl� cv� Z }- p< c� W -D OJ 0 li LLJ 0 WQ 3 I-- � O > z m m r cn o m o G! LLJ Ld 0 3:U ¢ T) Q UJ L0 0 0 Ld V Q O 1i' W J LLj LLj LU (/) z O Q LL_ O u DATE 09/22/03 ,PROJECT NO. 049249000 SHEET NUMBER I U) L _O W T E O_ LCi N C\I O O N I6 0 _J Q f- W I N u J_ Q I- W 0 I N u W F- z O u 1-1 Q U W O Q J W I- W Y W Q O W O W z Q V) I O O O d7 N a7 CD E 0 C L O U C V) m U O N a c 0 c Lo I a) Y 0 T v O 4 0 V) N U c vi 0 o_ U 0 W W a c U c 0 2 I T a) Y 0 v a v a C v C O 0 0 s v 3 0 3 c a) E U 0 v t c 0 a) U C L 0 n E 0 0 v rn a) 0_ v m v CL a) L CL In 0 3 +J 0 U t 3 O v- c m U C 0 a� u7 O Q L v. U U 0 CL w 0 t L 0 w. _T C O a) a) 0 c ai U L 0 a� E v L C C O In O C .0 s �v a) c 0 a) n. cn a) -v -o v a v U C 0 U m s s 3 0 Q) E U O N F- LOT WYE WITH M BRANCH LINE I SEWER MAIN SIZE VARIES S' MAX. B. 43' WYE WITH DEMO is. BRANCH SERVICE CLEAN -OUT (SEE NOTE 2) BLE PERMANENT PLUG (TYP) SERVICE CLEAN -OUT PLUG %'� (TYP) ( (SEE NOTE 2) LOT LINE TYPICAL LOCATION OF / LOCATOR DEVICE fi 47iY1 BEND SERVICE CLEAN -OUT PLAN (SEE NOTE 2) FINISHED GRADE oc B' PVC SLOPE TO TERMINAL DEPTH AT 1.Ox MIN. (m) . TERMINAL DEPTH RQTATE _ 6' PVC AS REQUIRED FOR 30(TYP.) SPRING UNE ST DEPTH (SEE NOTE 1) SERVICE (3' MIN.) (TYP-)A AS REQUIRED i0p SERVICE (3' MIN.) SEWER MAIN SINGLE DOUBLE r SERVICE SERVICE PROFILE NOTES: 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -OUT. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. S. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STUBOUT FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). SANITARY SEWER LATERAL DETAIL CITY OF SANFORD 1999 FIG. 204 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR PRESSURE VACUUM BREAKER OR SCHEDULE 80 PVC PIPE R REDUCED PRESSURE DEVICE AND FITTINGS (NOT REQUIRED WHERE RECLAIMED WATER IS UTILIZED) METER BOX AND LID UNION UNION TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE t 12" TO 30' I ABOVE ` CURB 4' TO B' GRADE FINISHED GRADE 7 TR STOP SERVICE UNE APPLIES ONLY IF IRRIGATION METER HAS e SEPARATE TAP TO MAIN. IN MOST CASES CORP. STOP THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTES: a 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY UNE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL. 4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET. IRRIGATION METER PRESSURE VACUUM BREAKER OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 502 SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE -_ SEE NOTE 2 RESILIENT SEAT - M. J. GATE VALVE WATER MAIN CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER LOCATING WIRE COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) Im ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT BEDDING ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL GATE VALVE AND BOX DETAIL CITY OF SANFORD 1999 :�[FIG. 400 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR DOUBLE CHECK OR SCHEDULE 80 PVC PIPE R REDUCED PRESSURE DEVICE AND FITTINGS METER BOX AND LID UNION UNION TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE 12" TO 30" CURB ABOVE ` 4" TO 6' GRADE FINISHED GRAD TR STOP -+ SERVICE LINE -" CORP. STOP DOUBLE STRAP SADDLE WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY UNE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL. DOMESTIC METER AND DOUBLE CHECK VALVE OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 503 TOP OF MANHOLE _ ELEV. XXX HYDRANT -� OPERATING NUT HOSE NOZZLE - 24' SQUARE AND - 5' THICK REIN- FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) 2-#4AT8"- O.C. ALL AROUND COMPACTED J BACKFILL SEE NOTE 3 PUMPER NOZZLE FACING STREET VALVE PAD (SEE FIGURE 107) Ti:` N f1CSC; M J HYDRANT ANCHORING TEE 12' MIN. 6' BEDDING ROCK-/ 6" PIPE -J MECHANICAL JOINT RESILIENT SEAT GATE WITH RESTRAINERS VALVE AND BOX cryp•) (SEE FIGURE 400) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED B INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY KB1A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD 1999 FIG. 402 GREASE TRAP DETAIL NTS VENT TO ROOF INLET � CORPORATION MARK WITH WOW CORPORATION Y-BRANCH STOP (1- 10.) PAINTED CAL COLOR N STOP (I- MIN.) (FI TM LOT NUY- s ' CURB STOP 2 EA. URB STOP (SEE NOTE 3) w ]E z S MAX` PROPERTY TUBING LINE TUBlNO PROPFRTY (1" MIN.) (1' YIN.) UNE SINGLE METER BOX AND INDMDUAL METER BOXES t WATER METER UP TO 2' WATER METERS UP TO r (BY CRY OF SANFORD) (BY CITY OF SANFORD) SINGLE SERVICE DOUBLE SERVICE CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK do FITTING LOCATING WIRE VALVE (NORMALLY OPEN) LOCATING WIRE ALONG MAIN (SPLICE SERVICE WIRE TO MAIN WIRE WITH WATERPROOF CONNECTOR) 3W - 4S YOKE BAR METER AWWA TYPE CURB STOP CC THREADS TYPE "K" FLEXIBLE WATER MAIN COPPER OR CIS POLYETHYLENE SADDLE TUBING (1" MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CIS POLYETHYLENE TUBING. WATER SERVICE CONNECTION DETAIL CITY OF SANFORD 1999 FIG. 405 d 4 OIL/WATER TOTAL LENGTH OIL/WATER 4 ' a. SEPARATOR 4 SEPARATOR a 1/3 d . C '4 4 �l 4 PLAN VIEW NTS OUTLET BALL VALVE FOR 2 INCHES AND BELOW (DOMESTIC AND IRRI- GATION ONLY. 2 REQUIRED) TEST COCK (TYP.) - THREADED NIPPLE (TYP.) y SLOPE FROM MAIN all FINAL GRADE DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY �- DIELECTRIC UNION (2 REQUIRED) 90' BEND (2 REQUIRED) SLOPE > 1 -. TO SERVICE 2 INCH AND BELOW ASSEMBLY NOTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE .., SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE SODA). 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. (FIGURE 500B). 4. VALVES SHALL BE CHAINED CLOSED.(FIGURE 500B) 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 5008). 6. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 5008) DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500A c 3: m O � W N � Q \ o O t t� m z � O I (n �n_ � W LL_ z Q LI_ O F-- C� 0 z 0 00 U N cli El -,-. In _ cu F- o ® C.a a m2 ® U a O co J �c C90 C= QO _ O o 1 CODO Z O I O ¢ N CO a (u Z H oo0 U O 5 ^ O _ o z W C- J m m Y LJ <t- 0 5 0 0 N a �(n LLJ W m � t2 Z O o Q Q _z D w Ln w CC f Z Q o w o O LL Q W V) W Q O z m r m cn o r m O La -1 Z 0Q z Q Y V � Ld 0 w _ U) in C) Q 0 ry O LLI r V 1 U) LuLL V F Lj_ O U DATE 09/22/03 PROJECTNO, 049249000 SHEET NUMBER u L a G i' a: C= c s E c T. C, C� c c a L C C L U L c F C_ LL u C Z C C C T O) 0 T Y Q Q0 Lo N 0 0 N N L a z 0 u� I — Li J I N U 0-1 Ln I i— LL I N U i cr- - cn z 0 U i 0 0 Q U i W 0 Q J p I— w V Q i 0 n 0 11 z Q I 0 0 0 rn N 0 i C� E 0 c 0 L U C to N O •U 0 m Q v 0 0 C `0 I T E Y 0 ot V 0 r .3 0 t 0 U 0 ul Q -V C V c 0 S I Q E Y C 0 0 a V 0 C 0 C O 0 L 0 c 0 0 C 0 U 0 n L c 0 N U C V .O L Q) a 0 a E C 0 In O Q) 0 a U) V 3 U t 3 0 N U 0 0 V) 0 a a U v= U O a V) 0 .0 - 0 0 w a 0 0 -0 C m U 0 C 0 E L rn iC C 0 9) 0 I� U) a In ol l,N 0 C 0 fn CL �IU C 0 U '0 L L I L 0 m 0 E 0 -V H OUTLIN 4" D.I, VENT WITH VENT CAP S.S. BUG SCREEN UNDER CAP ALUMINUM ACCESS HATCH W/ LOCKSET AND RECESSED HANDLE. —\ d POWER CABLE 2" DIA. SCH. 40 STAINLESS STEEL PIPE d MIN. 3/8" HEAVY DUTY A STAINLESS STEEL OR AIRCRAFT CABLE o I.� SHOWN ROTATED 90 DEC. N.T.S. B LINK SEAL 2" ALUMINUM ACCESS HATCH W/ LOCKSET AND RECESSED HANDLE (SEE NOTE 8) FLANGED RISER W/ BLIND FLANGE STANDARD FLANGED TEE "� ELEV. Y 2„ PLUG VALVE W/ LEVER OPERATOR *4 - 6 12" MIN. STAINLESS STEEL PRESSURE GUAGE O.C.E.W. '' . PET COCK VALVE v 4" v ° sop, SLOPE DUCTILE IRON PIPE o `' , • (RESTRAINED JOINT) •° e' 4" 2 - * 4 BARS CHECK VALVE P,V,C, 3" FLOOR DRAIN WITH P-TRAP I SLOPE OUTLET PIPE 1/2" PER FOOT, Y LEAD PUMP ON ELEV. V a. GRAVEL 1­--� *6 -12 O.C. E.W. 11 /� MIN. MIN. 3/4 DIA. x 11" STAINLESS STEEL ANCHOR BOLTS TO EXTEND 7" INTO BASE. SECTION VIEW N.T.S. LIFT STATION DETAILS PLANS, SECTION, AND NOTES LIFT STATION SITE PLAN SCALE 1"=20' PUMPING STATIONS DIMENSIONS ELEV. AT CONST. DIM A 8" MIN. DIM B 8'-0" MIN. DIM C DIM D DIM E DIM F DIM G DIM H 6'-0" MIN. DIM J DIM K 4'-8" MIN. ELEV S N/A ELEV T 27.98 ELEV U 29.48 ELEV V 30.48 ELEV W 31.48 ELEV X 32.73 ELEV Y 56.25 ELEV Z 32.48 4'-6" MIN. * PER PUMP MANUFACTURERS REQUIREMENT EXIST. GRADE 2311 3 41 GENERAL NOTES: 1. ALL EXPOSED METAL SHALL BE PRINTED WITH 2 COATS OF EXTERIOR ENAMEL PAINT. 2. WET WELL AND VALVE VAULT SHALL BE COATED WITH COAL TAR INSIDE AND OUT. (TWO COATS, 9 MILS EACH.) 3. BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC. 4. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIAMETER PIPE AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES. 5. VALVE VAULT SHALL HAVE SEALED FLOOR AND DRAIN. 6. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON —SHRINK GROUT. 7. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN WET WELL, 8. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 S.S. HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP MANUFACTURER AND APPROVED BY THE COUNTY. 9. FLEXIBLE COUPLING SHALL BE SLEEVE TYPE. 10. PUMPS SHALL BE: MANUFACTURER: __— FLYGT.... ; MODEL: __CP _3170; IMP: _ 464 HT _; DIA: MM, SPEED: __17-4Q.-_- RPM; DISCHARGE SIZE: ---JCL-- IN.; VOLTAGE: _---4fiQ---; HZ.:--C.4 ---- ; PHASE: ; H.P.:----,39 ---- ; - MIN. SOLID SIZE: --------- IN.; CURVE: ------------ MANUFACTURER: ___ FLYGTMODEL: CP _3170___; IMP: _ 464 HT _; DIA: __ 4•�__; MM, SPEED:--1Z4-Q--- RPM; DISCHARGE SIZE: 4 Q__ IN.; VOLTAGE: --- 46Q---; HZ.:--6Q----; PHASE: ---- 3 ----; H.P.:-----3Q ---- ; MIN. SOLID SIZE: --------- IN.; CURVE: ------------ MANUFACTURER: _ _-; MODEL: ; IMP: --------; DIA:------- MM, SPEED: --------- RPM; DISCHARGE SIZE: -------- IN.; VOLTAGE: --__-_---; HZ.:--------; PHASE: ----------; H.P.:---------- MIN. SOLID SIZE: --------- IN.; CURVE:------------ 11. OPERATING CONDITIONS SHALL BE ___260_ GPM AT __118 FEET TDH. 12. ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS STEEL. a F-T-P T O DRB MCB ECB FL MCT 480/120 PA PA PA 000 0 o LA u CT PM `--' d_ o ❑ R4 CCB MB 1 MB 2 El R2 nu nu ❑ 0 R1 F 1 MS 1 MS 2 OL 1 OL 2 RTS 0 G TTS G O 0 0 NOTES: 1. MAIN CIRCUIT TRANSFORMER REQUIRED FOR 480 VOLT SUPPLY ONLY. DUPLEX CONTROL PANEL ENCLOSURE SUBPANEL LAYOUT (FIG. 304) NOTES: 1. MAIN CIRCUIT TRANSFORMER REQUIRED FOR 480 VOLT SUPPLY ONLY. DUPLEX CONTROL SCHEMATIC (FIG. 305) INTERLOCK MOUNTING BRACKET • e .i.'al ®Inmlm 00 ®006 010 O ® O ® 000 HOA HOA ALARM LIGHT GENERATOR RECEPTACLE ALARM HORN o PAD ® LOCK BRACKET DOOR DOOR STOP LATCH WITH LOCK FOR DEAD o FRONT. MOUNTING BRACKETS NOTES: 1. OUTER BOX SIZE SHALL BE A MINIMUM OF 24"W X 36"H X 10"D OR AS APPROVED BY THE COUNTY. 2. FOR STATIONS WITH PUMPS RATED 20 HP OR GREATER, OUTER BOX SIZE SHALL BE 30"W X 42"H X 10"D AND SHALL HAVE 2 LATCHES ON THE DEAD FRONT. 3. DRAWINGS SHALL BE REVISED FOR STATIONS WITH PUMPS RATED GREATER THAN 47 HP AND SUBMITTED TO THE COUNTY FOR APPROVAL. DUPLEX CONTROL PANEL ENCLOSURE DEAD FRONT LAYOUT (FIG.303) ABBREV. ITEM DESCRIPTION AH ALARM HORN AL ALARM LIGHT ASB ALTERNATOR TEST SWITCH CCB CONTROL CIRCUIT BREAKER CCT CONTROL CIRCUIT TRANSFORMER DR DUPLEX RECEPTACLE G.F.I. DRB DUPLEX RECEPTACLE BREAKER ECB EMERGENCY CIRCUIT BREAKER ETM ELAPSE TIME METER F FUSE FL FLASHER FR FLOAT REGULATOR G GROUND GR GENERATOR RECEPTACLE HOA HAND -OFF -AUTO -SELECTOR HSS HORN SILENCE SWITCH LA LIGHTNING ARRESTER MB MOTOR BREAKER MCB MAIN CIRCUIT BREAKER MCT MAIN CIRCUIT TRANSFORMER MT MOISTURE AND TEMPERATURE FAILURE LIGHT MS MOTOR STARTER N NEUTRAL OL OVERLOAD HEATER PA POWER AVAILABLE LIGHT 3 REQUIRED 1 EACH PHASE PAA PUMP AUTOMATIC ALTERNATOR PL PILOT LIGHT PM PHASE MONITOR R RELAY RE RESISTOR RL RUN INDICATOR RTS REGULATOR TERMINAL STRIP TS TERMINAL STRIP TTS THERMAL TERMINAL STRIP NOTE: PUMP STATION CONTROL PANEL LEGEND (FIG. 306) U) 3: _ r m 0 \ W N I Q I'O 01 Q I— m z 0 L j � w 0 LL z Q m w 0 U O z U M Go �j N J cn L'- �_ rw-o ® v a z CD Q Q o 0 0 0 0 ¢ NOD CD M< z �co� a:: - O m ^, o _ o z } W w > 0- J J m m LL- Y L, J o Q O O r� Ld Ld LLJ m !Z � z z CD o Cn f - d w U <LA N Q (n (� 0 L1� w W cj� Of L cl 0 Q 2' W 0 o � 0 W (n LLJ Q O :E Elf z >- m m (n 0 m O Q w W W z z Y Q V) Q w V) o o 0 Q 0 0 n000 LA - A. Q— t- Lli z Ly .��. . LIJ Q ♦♦ vJ ?>> w 0 LL z Q Cn DATE 12/4/02 PROJECT NO. 049249000 I SHEET NUMBER C25 - U C N 0 U 0 a C U c 0 0 E Y 0 0 3 0 .3 v a r N V C O1 O 0 O V) To Q v C U C O 1 T N E Y T C 0 0 Q 0 0 L7 c 0 C 0 0 N 0 L 3 3 0 C N U 0 C O U U C 0 .0 iu a 0 a °' E a v C U O m LL.. iy ID 0 a N E 0- V) r9 0 N 3 N � � 3 O o L N 0 V L_ a � � 0 0 0 a L +' 3 � a O � U J B) a L O z O (n o W 0 C LIJ i- (n Q N U I ' L N m j o ID V) E Z L O , U � o Q o W v U 4 � v 0- C LL1 a In � N I .c C) O LL- c Z I a a� O c O O O 0 00 N Cn _F_ 14- 3 (D L C� ) EP 0 o E (JI U O -U L rn /�qh DEWATERING NOTES: I[ ! d ° 1. DURING THE EXCAVATION OF THE STORMWATER PONDS, THE 2. UNDER NO CIRCUMSTANCES WILL THE DISCHARGE FROM THE 4. IF CONTRACTOR ENCOUNTERS SILTY/CLAY SAND, WHICH MAY CAUSE 5. THE CONTRACTOR SHALL SEQUENCE THE EXCAVATION OF THE I !� CONTRACTOR MUST CONSTRUCT A SEDIMENT BASIN TO PROVIDE A DEWATERING BE RELEASED DIRECTLY INTO ON -SITE WETLAND, THE WATER TO BECOME TURBID, CONTRACTOR SHALL TREAT THE STORMWATER PONDS SUCH THAT A SEDIMENT BASIN WILL BE AVAILABLE 'J DISCHARGE POINT FOR DEWATERING. THE SEDIMENT BASIN CAN BE CELL SEDIMENT BASIN WITH CHEMICAL ADDITIVE SUCH AS ALLUM IN ORDER TO AT ALL TIMES. THE SEDIMENT BASIN CAN BE RELOCATED AS NECESSARY STORrr! MANI-r°LE IN THE PROPOSED EXCAVATION AREA OF A POND OR IT CAN BE A 3. DURING THE EXCAVATION THE CONTRACTOR SHALL NOT PENETRATE PROMOTE THE COAGULATION OF THE PARTICLES WHICH ALLOW THE SILTS SUBJECT TO THE WATER WITHIN THE SEDIMENT BASIN BEING -NON TURBID I °± r- r .III '3•" Z BERMED AREA ABOVE GROUND. ALL DEWATERING MUST BE HELD IN THE THE EXISTING CLAY LAYER. IF THE CONTRACTOR ENCOUNTERS THE TO SETTLE AND THE WATER TO BECOME LESS TURBID. IF TURBID WATER AND ACCEPTABLE FOR DISCHARGE OFF -SITE. D i =1 ,:,-"- [ r'!=a''•rl O �! i uJffV=4�.07 SEDIMENT AREA UNTIL THE WATER IS CLEAN SUCH THAT THERE WOULD CLAY LAYER, HE/SHE IS TO PLACE A MINIMUM OF 2 FEET OF SANDY IS ENCOUNTERED DURING EXCAVATION OF THE PONDS, THE CONTRACTOR I I BE NO TURBID DISCHARGE. AFTER THE WATER IN THE SEDIMENT BASIN .! MATERIAL OVER THE CLAY AND TERMINATE THE DEPTH OF THE SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY TO DETERMINE THE I ` IS CLEAN, THE WATER MAY BE RELEASED INTO THE ON -SITE WETLANDS EXCAVATION. COURSE OF ACTION THAT IS APPROPRIATE TO ELIMINATE THE TURBITY PROVIDED THERE IS NO ADVERSE IMPACT TO THE EXISTING WATER s f I/ `Ir'/ �' r � , AND ALLOW DISCHARGE THAT MEETS WATER QUALITY SEDIMENT BASIN / f QUALITY.AND ACCEPTABLE FOR DISCHARGE OFF -SITE, BEING NON -TURBID AND ACCEPTABLE FOR DISCHARGE OFF -SITE. ; 0 100 200 STANDARDS. al r l J rs t 3s - . WLSON AVE. (30' UNIMPROVED ROA) � $ � I �� 1 SCALE AS SHOWN /': SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF F SF SF �/ /f ( , f z STORM to fHti'_4. SOD TO BE h / /, �� /, PROPOSED SILT I I g rur r l r / - _____ i= a.:i;�: 10 BEYOND TOP �✓/ A�" I FENCE. TYPICAL PLACED 2' ``"� OUTPARCEL OF BANK } 2' !I 1.04 ACRES ( SOD / ! fJRfrf 4rlfii!IQIi jI sl - � rrl v=45.C�WL x 4:1 MAX aY, (MAX) OUTPARCEL , t 1.64 ACRES-- d/t OUTPARCEL -__--- - -- 1f ' f . S - 2 _ + TYPICAL RETENTION/DETENTION v r / -- ram- p� 6' F _ fA�L SEOTJVN-_ _ - y r,rt 1.67 ACRES I N. s. �' T F1 GUR E TO - t 1 y 1Itj OUTPARCEL i i= f I aT t L --� 1.55 ACRES f it f-ra:rC, h slh; T'OP 5D,23 -n ' 1 ; •(� c.lh:'l=4;.Go i f If rQ � ti I 1 i f i I f OUTPARCEL 6 %l j f / I� SEC11ON 2 PROTECTION OF PRESERVED/CONSERVED UPLAND HABITATS i.' ! a yI ` It 1 0` i1 1.30 ACRES r / 11 i �� OUTPARCEL // r / 2.1 Barricades shall be placed around all protected (preserved) ,.LT:/!f rg r r / habitats including mesic and uplands during development. 1<I It ? I; 3 Y�'1' 1 ' i6', l 1 �f% 2.2 Silt barriers required for the protection of preserved i 1 1.04 ACRES 1 ! / / /`• habitats other than wetlands shall be constructed along the perimeter of the preserved area in accordance with i ni 1 /! CURIE; I' implementation guidelines contained in Section 1.4. 111 ;>< r 'foil,V i(IRA L �.J s.11+'e SECTION 3 GENERAL EROSION CONTROL DROP IPII FT rop 3(1 a General erosion control BMPs shall be employed to minimize soil erosion and potential lake slope cave-ins. While the PROP SED SILT j f various techniques required will be site and plan specific, -/'�' TYPICAL% zf ruRa ii:ILET construction activities. / 1 4,•; c.1,6 the should be employed as soon as possible during FENC % �,f ' fe T o YP 9 � ` l4 I != 3: Cleared site development areas not continually scheduled for s. It s., construction activities shall be covered with hay or � � !� � fr , /f' overseeded and periodically watered sufficient to stabilize the temporary groundcover. IX 3.3 Slopes of banks of retention/detention ponds shall be / constructed not steeper than 4H:1V from top of bank to two feet below normal water level as shown in Figure 10. 3.4 All grass slopes constructed steeper than 4H:1V shall be t4'''; sodded as soon as practical after their construction as T shown in Figure 8. t- 1 ' �� / / 3.5 Sod shall be placed for a 2-foot wide strip adjoining all curbing and around all inlets as shown in Figure 4. Sod shall be placed before silt barriers, shown in Figure 6, are removed. tir 1 �' '' 3.6 Where required to prevent erosion from sheet flow across-:.. iv�/ = e� bare ground from entering a lake or swale, a temporary 4 ' / -•-" sediment sump shall be constructed, as shown in Figure 2. The temporary sediment sump shall remain in place until 5 =_ 'a .,• '� `''t t. �-__,_�./ --'-"- --~` �`""'.-• �--'"'vegetation is established on the ground draining to the sump. �t'v' i�44 .'1•t4 1 ' '"� " �'" '' SECTION 4 PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER 4i 4 1 �-° �_f N�N CONSTRUCTION i 4 lr a 8A -�� -- - 4.1 Surface water quality shall be maintained by employing the following BMPs in the construction planning and construction of all improvements. '` T N• 1}t �/ " "~ g 4.2 Where practical, stormwater shall be conveyed by swales. Ti PROPO ED SIT w -- g" Swales shall be constructed as shown in Figure 8. i' FENCE PIC L��-�' 4.3 Erosion control measures shall be employed to minimize turbidity of surface waters located downstream of any I construction activity. While the various measures required SF w, / w will be site specific, they shall be employed as needed in `; ! �' . SF sF accordance with the following: IIt:It 1i (I [ ° SF � "/ .�- 8 BMPs h` 1 l BFy6T MANAGEMENT PRACTICES a. In general, erosion shall be controlled at the 41I i { ~`.•-"' PRINCIPLE POST SOD REQUIRED ! furthest practical upstream location. i ( ` l'" �Y,a•.. POSITION (CANTED P P �g1' zo TOWARD Flow) This Ian has keen prepared to ensure compliance with appropriate �°: b. Stormwater inlets shall be protected during >1 co itiona of tie City of Sanford Land Development Regulations, construction as shown in Figures 3 and 11. Protection a I, `"%�"�"r;• -- Q t Rules of the Florida Department of Environmental Protection, 9 I! _ ►° l T 1 ( ,I; 20't 4 hapter, 17-25,'..A.C., and the St. John's River Water Management measures shall be employed as soon as practical during II " f (• „'I --"�-y 7� oPr!oNu POST—', osy f oo District, Chapter 4DC-4, F.A.C. The plan addresses the following the various stages of inlet construction. Silt I�tl iJ J - �� OPTIONAL ' 1 ,-a'eas: barriers shall remain in place until sodding around F I `� y 1 ' 1. Protection of preservdd/conserved wetland habitats during inlets is complete. 1 FILTER FABRIC �f A_-� - (W CONFORMANCE SEED PERMITTED } >..---Y 4NTH SEC 985 F•D.O.T• r construction."'- r° pi „ i - """ _--> w • SPECIFICATIONS) !I. 4 p / `' 4.4 Heavy construction equipment arkin and maintenance areas -FILTER / 2. -Protection. of pr`Aserved'/conserved `upland habitats during Yparking 2 P FABRIC construction'.-=•.,.- _ _ shall be designed to prevent oil, grease, and lubricants General erosion control. ------- collection entering site drainage features including stormwater MIN. SILT FLOW A^X collection and treatment systems. Contractors shall provide !_ -�__ _� - „" �,�W„;,;i !/ GRASS SLOPES' ° 4. Protection of surface wbtsr•quality during and after broad dikes, hay bales or silt screens around, and sediment _ ref f STORM INLET N.T.S. / construction. sumps within, such areas as required to contain spills of r �; - - 'l --� _ TEMPORARY 2' i POST OPTIONS 2' MIN. MIN.--✓, / 2' MIN. 5. Control of wind erosion. oil, grease or lubricants. Contractors shall have SEDIMENT WOOD 2 1/2" MIN 6' MAX. f SUMP WOOD 2" x 4" The various techniques or actions identified under each section available, and shall use, absorbent filter pads to clean up BARE GROUND i ":' "'/ ✓'' ° ;'✓ i✓ r ",fir°✓ si,� /-'✓ F19 I E 9 indicate the appropriate situation when the techniques should be spills as soon as possible after occurrence. rf W /i r f f'r /;✓ /: 1'/�' ✓ i✓ ,"! f.. ,� ; :. /' i OAK 1 1 /2" 1 1 /2" ,AI -r !q P - - _ ----- -- SOD LIMITS ;. „, ;, ,✓jr. .f� ,rj ✓,,. ,r, STEEL 1.33 LBS/FT. MIN.) oD V � Vr .! T ! ,r d V �% � / employed. Also identified is a cross-reference to a diagram or _" _ SHEET FLOW 6^ o u' S' `� ' "` sr ' '0 7 V 4 figure representing the technique. 4.5 Silt barriers, any silt which accumulates behind the _-._. ----- ___-"_ ._.._.-- - '------_-_ 3' OR MORE= ,, �r sr +T ! G ! 1 ' qr �! J + /. TEMPORARY EARTH BERMS ;r r �✓ + r r a r € �! / It should b t that the measures Identified on t s I n re barriers, and any fill used to anchor the barriers shall be -' sh Id e noted t t s sthis a s SOD ALONG CURB CURB removed promptly a end of the maintenance period ---- ---- - - ----- r ov ter the d � RIP RAP, only suggested BMP(s). The contractor shall provide pollution specified or the barriers. TEMPORARY EARTH BERMS IF DIRECTED 2"min prevention and erosion control measures as specified in FDOT P DEWATERING BY ENGINEER AND AROUND INLET P P PUMP ELEVATION Index #100 and as necessary for each specific application. N.T.S. SILT LAKE NOTE: PUT FILTER FABRIC 4.6 Where required to prevent erosion from sheet flow across bare ground FENCE TEMPORARY SEDIMENT swa E FIGURE q TYPICAL UNDER GRATE. SECTION 1 PROTECTION OF PRESERVED/CONSERVED WETLAND HABITATS from entering a lake or swale, a temporary sediment sump shall DURING CONSTRUCTION be constructed, as shown in figure 2. The temporary sediment sump 0 0 00 SUMP SILT FENCE shall remain in place until vegetation is established on the ground 0 N.T.S. N•T•B• 1.1 Wetland habitat protection BMPs shall be utilized for any draining to the sump. development parcel which contains or abuts a preserved *APPLICABLE IF NO ACCEPTABLE LAKE wetland and/or for any parcel which contains or abuts a SECTION 5 CONTROL OF WIND EROSION BALES _ FLOW OR SUMP AREA'S AVAILABLE. FIGURE 2 FIGURE 6 mitigated wetland. TO <' . BUTT 20' - 40' 300' (MIN.) v 1.2 Preserved wetlands shall be protected prior to the start of 5.1 Wind erosion shall be controlled by employing the following BUFFER :,,' �n,�:i;! rlla sitework construction. Protection shall consist of a silt methods as necessary and appropriate: VEGETATED AREA W y 1, barrier barrier constructed along the entire perimeter of the TYPICAL DEWATERING Ftow SOD TO BE PLACED 3' BEYOND I!! reserved wetland as shown in Figure 5. The silt barrier a. Bare earth areas shall be watered during .n � TOP OF SWALE SLOPE P 9 ANCHOR BALES WITH 2'_{ shall be constructed along the outer edge of the required 30 construction as necessary to minimize the transport of DISCHARGE PLAN 0 (2) 2" x 2" x 4' fugitive dust. It may be necessary to limit STAKES PER BALE. `ie foot buffer adjoining preserved wetlands. The silt barrier NTS TEMPORARY EARTH BERMS WETLAND may be either a silt fence as shown In Figure 6 or hay bales construction vehicle speed if bare earth has not been UPLAND effective) watered. In no case shall fugitive dust be LOOSE SOIL PLACED BY SHOVEL SIDEWALK -- _ a9 shown in Figure 7. y 9 y vARIEs I lEd I I III- I- allowed to leave the site under construction. AND LIGHTLY COMPACTED ALONG -I I I � I; UPSTREAM EDGE OF BALES O -- a - I I- I i I l 1.3 Mitigated wetlands shall be protected as soon as practical DITCH + r� " "" y `� 3�I"�-III- . 11-I = 6 s after their construction. Protection shall be the same as b. As soon as practical after completion of IRON ''=III= _ l� -III- STAKED SILK BARRIER for reserved wetlands. construction, bare earth areas shall be vegetated. SILT BARRIER ALONG (III: III -III I ',1RIES OR SILT FENCE p (SEE ABOVE) d� ENTIRE WE PERIMETER Ti-I I L MIN, 1.4 Silt barriers used for wetland protection shall remain in PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET w ,,"' PROTECTION AROUND lace for the duration of an sitework or building c. co any time both during and after site VARIES Y VARIES P 9 construction located in the vicinit of the wetland. Silt construction that watering and/or vegetation are not I I I I i ( r 1I I I h:­772111DITCH BOTTOM INLETS y effective in controlling wind erosion and/or transport i_._I . i":._, I L - _i I i -._, I L_,-. i s. i , i...._r I I:.._ I i L :.I I L_ I i :__-i N.T.S.barriers erected during development shall be designed and of fugitive dust, other methods as are necessary for 300' (TYP.) TEMPORARY PROTECTION AROUND INLETS maintained to not impound intermittent standing water for such control shall be employed. These methods may TYPICAL SWALE SECTION more than 72 hours. Silt barriers, any silt whichy RECHARGE RETENTION AREA FIGURE 7 OR SIMILAR STRUCTURES N.T.S. FIGURE 11 accumulates behind these barriers and any fill used to include erection of dust control fences. If required, N.T.S. FIGURE 5 anchor the barriers shall be removed promptly after the end dust control fences shall be constructed in accordance FIGURE 8 of the maintenance period specified for the barriers. with the detail for a silt fence shown in Figure 6 FIGURE 1 FIGURE 3 except the minimum height shall be 4 feet 6 CD 00. U N W V) Q 0 O _ U) O ¢ m <r_ Q o - o '8' 1 Q N 00 Q i. coZ CO O O ^ O S p Z j o IJ Ld J J m L'- w gf O N O O M LLi M Z z O c Of � 4 w v N Z SC cn d w L0 w � � z o 0 Q � W _D O o _J 0 W�LLJ Q cr- I-__ :5 af D O r >-- Z CO m (n 0 m p Q LJ w Z Z Y _J O 3 in a w V) o o v Z J LLWo O LU J LL_ W FLU U) Z Elf LL U) F_ LJ_ O U DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER C26 r (3 C N O U O m m Q ° O O 2 T v E Y O T O 7 ° .3 Q) O N V C Ul N o f U O ri O L I, Y T { 1 r C O O ° , �t J`� , t,e O:.«....-__-..._. e �® ®'®• I 100 .00 is �® o "e i'•, i•4 ! O ri ! N W ` i 1 4 O !' i i U) a k11,',� L L i N a 0 1i ° ''lFttW 't'•. C ° 0 tvOf a Q PROVIDE 12 PAIR N 3 TEMPORARY TELEPHONE- N t .'VICE TO STAGING AREA EXACT LOCATION OF CONSTRUCTION STAGING O 3 AREA TO BE DETERMINED N o IN FIELD u c L U 0 C ° U to a U Q_ N -O °- LLJrn d u, Q O z o d � u O ai U U I N /n � o _V> E L L o u __ o ° Q o c� w Q) U a� d , _1 -O a c w ° < d °- C I l cl N 'O O -° w [ z ° Q cn a I � O O o O N 6l � i AZ O o C Q) E U O L s e� �r _ t s Mid I 4 1 N, ^!• it dl[1/ 4 r I >r ".? � •, � `1 � n� �' �-:.a;... __ .r _� ,/'���''-,.�. • fi t .i-,. i �' Ij s � :';., '_ `S � -t'C 4 4 : _ 'F. �.,�»G�;!" p.,�.....,. ...--' ^, .� .- _.r"` -. I`I " IE, r{ 4J ..J:. f ,t,. a ...,,.f .: e ~�M~j. J_+•`'' f / f lik., 24' ALL WEATHER Y _ Q17 )'�, ,J;� O ACCESS ROAD 1 �/ I L,i / >t. '� PROVIDE 600 AMP r --�� ®®� lA _ VOLT 3 PHASE, 4 WIRE �� TEMPORARY ELECTRIC $ } f _ SERVICE TO BUILDING AREA - PROVIDE 200 AMP IV I iif ,N II!Mg VOLT 3 PHASE, 4 WIRE TEMPORARY ELECTRIC- 1 SERVICE TO BUILDING AREA I � I I ;;TURD VA/:flfiiJ!.i_ 70F 3 j HIt!?7. as i PROPOSED LEFT TURN LANE t r,Uf;g MLET r,lrrd-3c3.7a / DROP INLET �1 CURS !LET �.. FOP GRATE--%5,5.20 l 0 100 200 I i SCALE AS SHOWN d � -1. "ALL WEATHER" DEFINED AS A COMPACTED, NON -EXPANSIVE, FREE-DRAINIG, DRIVABLE SURFACE ABLE TO PERFORM UNDER ALL WEATHER CONDITIONS. 2. STAGING AREA, ACCESS ROAD, CONSTRUCTION SURFACE & TEMPORARY UTILITIES TO BE PROVIDED TO TARGET ON THE SAME DAY AS THE "CERTIFIED PAD" 3. CONTRACTOR TO EXTEND TEMPORARY UTILITIES TO STAGING AREA AND / OR BUILDING PAD, VERIFY LOCATIONS WITH TARGET'S OWNER'S SITE REPRESENTATIVE PRIOR TO INSTALLATION. m CD Iw N ~ O d I— m G O � boy w O Li_ z d V) LL. O f- C� o 00 Cj N � � J (� i-w- o ® sV ¢ Z U) o Q ro a o - o Lf� � E v� Z O 1 0 �® Q N ob Q S� C� Z U U O= ,0 0 z i 0 v Ld � J J m m LL Y w O N U Q 0 O o co co rr wm w D Z z O o Q w L v 3 Z_ u L0 w w c' z o 0 Q E o O L< O >- > z m m in C m p Q w w J % U cn Q w V) o 0 1 0 • CEO Lu 1 F_ 3: cc,�� �., • LL- DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER C27 k, O 0 O c: 0 E Q) E O q) .2 0 0 w co 0 c: 0 0- O c: a c: 0 0 u 0 -0 .T] 0 (D CL 0 c: C) 16 Q) (n 4-1 -6 �5 ED E: 0- 0 0 -0 E Go O o a) O fn 0 co Q CL 00 N -E 0 is -u Q) N LLJ Ln LL- LL- 03 0 L) > 0c) —0 v) E 0 u ul C� c: < L,J Q) < c: LLJ a) y Q) in < cl- V, cl) V) 0 < V) 0 c: 0 0 0 0 0-) Q) 0 ai Q) 0 E q) E 0 N 0 k.- cc) �b /-Q> 47 Cl) "Ay IV A. f Z X t )ov Xz) 9. TYPE "F" CURB (D & GUTTER ? .7 ..J 4 d # Y it" it f�1 1 J)t 8" SOLID YELLOW i ty t "Y ?0if /6 q�'��NCRF 1E PAU A I try) 7 Rl 4 # 6" SOLID WHITE W/ C/R/ RPM-S # 2 2 12'fit- j "V PROPOSED LEFT TURN LANE CONSTRUCT PER FDOT INDEX #301 lly I if I R4-7 24"00" V700-40-1 DIRECTIONAL i :�,- �� " " I I I /A -1 ARROW (TYP) 24" SOLID WHITE + V I +4977 U- /9R TIVE YELLOW NOSE PAINT REFLEC Ej ON ISLAND NOSE v ------ 11 VA +69-76 4. 93 Rl' elP .. ........ 12" SOLID WHITE\--- 100+00 + mares o . . . . . . . . . . CD .AIL Jp- m mmmuibb. A 1_j +62 4 mp HANDICAP RAMP 12:1 SLOPE MIN R4- 7 (TYP) A 24"x30" 24" SOLID WHITE 700-40-1 1 AS 6" SOLID WHITE W/ C/R RPM-S + CD 6" SOLID WHITE +bo4 2 RI 3 PROPOSED RIGHT ............ TURN LANE CONSTRUCT 11 PER FDOT INDEX #301 I I 14 a INS. 3 +00 is MA - PROPOSED RIGHT TURN LANE CONSTRUCT PER FOOT INDEX #301 30 N , I i E3 • 6w SOLID WHITE it .. b q W1 C/R RPM'S M A� . C:) 6" SOLID WHITE tA t '4. D A- % L V. v % A . A % 700-40-1 v. 1 AS 24 SOLID % N:A % 12 WHITE R3-6R 30%36" Rl-1 30"X30" A- % 136-12R, % .36"xl NO 700-40-1 \ P- 1 AS PROPOSED LEFT TURN LANE CONSTRUCT PER FDOT INDEX #301 6" SOLID 6" SOLID WHITE_,,o W/ C/R/ RPM-S DIRECTIONAL ARROW (TYP) 11 6" SOLID WHITE —� TYPE "I'" CURB & GUTTER PROPOSED RIGHT TURN LANE CONSTRUCT ----- PER FDOT INDEX #301 REFLECTIVE YELLOW NOSE PAINT ON ISLAND NOSE W/ YELLOW/GREEN DELINEATORS (PER FDOT INDEX 17346) 118"WHITE--- REFLECTIVE WHITE NOSE PAINT ON ISLAND NOSE W1 YELLOW/GREEN DELINEATORS (PER FOOT INDEX 17346) TOWNE CENTER BOULEVARD (C1=fY_QF SANFORD BZW) R6-1 R 36"xl 2" .700-40 1 1 AS 1 AS 1� 1 +157.2 0 30 60 SCALE AS SHOWN 4 4 'A -'4 4 4 A �4 A 4 ' 4 .4 r J 4 I 4 8,Yll, AI k as .0 .4 4. 4 ' A 4. 4 A 4 24 SOLID WHITE /6" DOUBLE YELLOW VVE L L FOP x C CD - j 700-40-1 17 1 AS Rl -1 R3-5R 30"x3O" 30"06" U) 0 Ld F— __j U) m z D Cf) 0 Cf) o > Lu 0 LL- LL- 0 u rl) 0 00 c'4 Lri LO,j cu o C:) c.) a nj :�U) c uo) lu) < 0 CD -< - ino 'o - < c\l L�,-j mzo 0 w(f) rl- 0- 0 t m LL Li > m LLJ Lh 0 ::) 00 N < i: (DO CO QD tr LLj mLd c o V) < Lli < Ld LLJ V) d cf) 6 T) (D Ld Z cy Ld < L V) --D 0 Li _j 0 C) w V) LLI < 3: 1-- :2 0 >- z Lu m cf) ow 0 Ld z z y -j 2 3: C) < U) < Lj-j C) Ld Q!� -F V) 0 0 C) U) F- Z W > w > h W 4.wr 1 r.00 r- Z w w w F- Z Fn 3: L.L 0 LL �- 0 -j w LL- c) w w 0 Z w z w 0%,00 LL W W cCc�z Lij 0 0 LL- < V) LL- 0 DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER C28 U C Fri 0 U 0 In Q 1= 0 0 U E Y O T V O s 3 .0 0 r rn V 0 U 0 Fn In Q -0 c 0 0 I E Y 0 0 0 a 0 0 C C 0 +, N N O 0 ot L 0 O L 5 c. c D U O 0 O a) U C U O 0 a O Q E C V 0 (n D L_ � 0 a E 0 0 � 3 � L � U L 3 E O a c N v N � C U o o 0 N 7 00 a U CL w Fn a� 0 o N U T O 0 w W LL_ LL_ ai O I ' L N o U) E z oIn / C 0 V Q o w U a) Q s LIJ °m Y In < a Q �I c FT 0 N O o Z a Q N V) o I q) 0 0 0 0 rn � N Cy) r 0 0 a� Q) O 0� �_c 0� G u ,,, 18" SOLID WHITE —,,,I, 6" SOLID WHITE --.I I 1 i 1 — I H � i CO3I h I Y 700-46-22 1 ASI I RELOCATE OUT OF li CLEAR ZONE j I 6" SOLID WHITE I W/ C/R RPM'S 6" SOLID WHITE---- 1 8" SOLID WHITE 6" DOUBLE YELLO s ell 18" SOLID WHITE 0) O 24" SOLID VAAYE v. .. R311 5R H a 30 x3611 o • 700-40-1 DIRECTIONAL 1 As 30"x30" ARROW (TYP) • I 6" SOLID WHITE 6" SOLID WHITE I J — W/ C/R RPM'S 700-46-2Z 1 AS I RELOCATE OUT OF CLEAR ZONE 4 24" SOLID WHITE a\ �e 4 I, n - ... . v - . 41. 1 �I I rnrn I I I VV 37 8 N + I of I II a I j ( I ] J t 1 fi pppry P � fl +13 I EI 36.6' LT ~ I� (u�TTTI i + , C) OI I 1 i I I I V I�I li I + +II I I HI I I 9 L I x i I i ra- I E i 53H- 33.22 (Yrj� I 1 O I I 0 + I LIJf.., i 11 ' I+ I 0 30 60 SCALE AS SHOWN PR OPM RIHT TU'RN-LANE CONSI CT -:PER" FDa INDEX #301 A I ; Z �l r - ._ f ERIt`s MA-0 0 � I —I .� I_ F:. z _. TOP 49,60 NJI J V=4 6 r �rf I t II frr� + 1 r-0 I CN I i Lo { I i ij+ 1 1 1 j F 63 F 51 / t I `S" T H H I�!I l� r;1``d 1-1 H I_ ly ,.. r I � I r` ( O � � � � i• +'� it 2- ® HANDICAP RAMP 12:1 SL PE MIN. (TYP ) •`ml"Ii _--__12" WHITE RINEHART ROAD I 1._._ j �_5 700-46-12 1 AS DIRECTIONAL ARROW REMOVE � m LLJ TCHLINE N 18" SOLID WHITEY TA 9 0 �5O 0 6" SOLID WHITE 3+37 F 15 r1C LT pp :r �i z 1 r x 24 SOLID WHITE U' ti K ,r' = - 0 W PROPOSED RIGHT TURN LANE Nz F y CONSTRUCT PER FDOT INDEX #301 R4-7 u f 24"00" O li.' 1 t pp Y s 700-40-1 6" SOLID WHITE 4 .rV ° y Y a ,.., C. F SII`•"';1 AS 1' zz 12. 00 6" SOLID WHITE 2' '{ W/ C/R RPM'S 6" SOLID WHITE :z� �,. �_� _. � zJ.. i Uy W/ C/R RPM'S •: 4 r +zs` 1 6" SOLID YELLOW Z5 i I 10 (BOTH SIDES OF CONCRETE MEDIAN) ® o Q p.1 (ncnp D7 �., cA c0 CONSTRUCT 5' SIDEWALK r t ir` a� �C Q r, o IN RIGHT OF WAY ADJACENT / �_ -v - TO PROPERTY BOUNDARY 4. V ILd o z u eS i 3 7 f LJ > Q. m W PROPOSED DUAL LEFT TURN LANES Q CONSTRUCT PER FDOT INDEX #301 OO ;1 F •! 4 { p ., w m ^ LL z 6" SOLID WHITE z ' u o ®® ® 5' +r / W C/R RPM'S < cn ®® 3 / / Li v N 1Ld z¢ v)Ld d CD cr Li ® < + 1 L CD Ld DIRECTIONAL 0 U, ® ; ARROW (TYP) o � � > ? m m j ® / ; Ld Cn p a { c W z z Y c J U OM4-1 (RED ON RED) Ti � Q0 a U18 x1 S1o o 700-40-1 f 5 r f 3 AS r f l h / a {jj'.t ei0w I..t..! � ` III 1 �, I L P` Q 13 . 12i �53 ,� l �1 I.� `j U (((�''11 I I _� _I_. 0 I 7 I)/ I I- r~ r rJ I I s ' ` �..,.. I 4 f dy Q� / % r - `elfi{F /' .'J •Y l F"`'' F H 1 50. 68 F q4() jzi SOLID YELLOW LLr t 1 /iIy✓ 8 JJ . I�i=�= 0 0 1 -91 J I ¢ f / r. �z } p U I I I '�• g O /L; jj�j^ 4 R' f i `0 ',,,,.r:..., Iu=m V ...r i! AT Imo.. 5) "') o 2 ` `'•L j 4J r � l MEET AND MATCH EXISTING (TYP) 6" SOLID WHITE PAVEMENT MARKINGS .1 ��—� R4-7 /� 415' FROM STOP LINE 5' CROSSWALK , I 6 DOTTED 11 _....�-,._...• z _......��,_.._.-.._.._•.-.__.,....._.•,..._..__ ,._..._-_._....__._.�._�. WHITE (2'-4') 24 SOLID WHITE 6" SOLID YELLOW MAT. _y... ._� _. _ �_ .._.. �w ......._. �.....-_ _.__ =.w . - - -_._ CHLINE r �_ .. �_. . �. =W ._ . ✓F _ A _f._.. s . 0 O __j 1t'' Lij LL_ Lu LLJ rj vd z 1 3: s) O V) LL O F- U DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER 9 0 Fl- 5:1 -0 E 0- 0 o 0 N cn z 0 u w V) O -C� cn z 0 F- u O I--, p, cn z 0 u O O O O O O CY) 0 U) O 4 J r- 0 O N c, r� N a V) z O F— U w U) I U 6 Z O F-- U w I U F- V) Z O U Q U w U Q n w v n, Q I 0 O 1 z Q V) 0 0 •� 0 rn N d- O C� N F Q C 6 c a 4P. 0 ui 0 _SQ 00 V) V c: 1g, % E �-j D" T_ O CIO 7 00 E J bi 0, c R B /cs co 0 �,N /Y bf n n D-2p' (�D7 �5 STk 106+68.79 STA. 106 32.99 STA. 105+17 25 32. (LT.) x4l" (3 32.61' (LT. 0 _j A; vi _r) -4- C) STA.-I 03496.75 , Ln 34.80 (Lf + + C14 0 (1) fm fn f STA. 1.03+42.45 RW 156.22' (LT.) (D C14 f 7 0) 5 0 1211 E RW_ 17 LLJ Q, P STA. 1G"8.69 .48 R 5-b 06 RW_- P 7 0 (S 0 47 4: + 0-0 a L", cyo 'j N rr) 1 C6 0 ! ' cp 'n u 7�1 -It :L =mom. (D E 9 ::3 72 T.) 0 P) < 0 u j c: Ji, 0 cn 0 M j E'o O /A Q) cn V) 4_1 Q) 0 En E 0 0 0 0 CL CO :3 .0 C) C. 0 NI -E _j o _0 c (DI Q) 3: c: _0 U) o_ .0 > C"4 —0 V) E 0 cm ac: 0 V) < C3 c� LLJ Q) U Q) < n c: Q) (n CL C: o U) cr� 0 z < co CL Q) 0 0 0 o 0 00 Q) -t N 0-) 0 E C Q) c: E 0 iWl, 0 h0k-r74 Ln '6 ol FS 4- F= z z 27 F= 0 Q STA. 109+43.98 (D w w 9 33.00- (LT.) STA. 111+M85 - - - ---------_ 32.42'-(LT j_l., 0 0 W + 04 cn w z STA. 109+67. 3.00' RT.) 3: c -96 J- co D-38 J,% YN < 7- rF C\j V-- --------- -L56 j 7 GRADE I LINE to 0-i to 10 Lo -,t c� C-� C4 0 V-) 0 0 0) m co r- r1l w U) Lo V* Lo Q 0 K) 04 0 C-4 N 0 ll� c� m K) Lo 0) m 0) 00 r- 7 c! 0) Lo K) t- Lo K) - cb - r- r- m od ci t\ 0066 (06 ui ui 4 a) v- ff) 't vj H H vi C4 C4 C4 c� r) N 0 0 r, Lf� rl n to n to U-) Lo U*) Ln Ln Co n In U-) U) Lo 0 Lo Ln 0 Ln T) T) 0 Lo Lo to 0 0 0 V) to 0 In to U) U) Lo Lo Lo Lo W) 0 0 Lo In to cc N C" r1l . 0 C" r� . 0) 00 "00 . to W) _ STAJ = 109- EL V =--48 A.D. = 1.78 K =1 168.27 300 00' VC - �10„ yy._� ........... ........... -] ­­_ C,pNST.lp . . .. ..... RCP 11 STORM-INV. 38.31 1UWF;7TG* INV Lo 0) 0 K) r-1 .0) m m (o m 00 C, 04 rl n to . 0 Lo tD .0 to (D . 0) w Lo . 0 OR 606 Lq -t 0; Ln Lo ad Ln ad od od ad 't cd "t od -;J-,36 Lo od Lo M "06 Lool lLF 481' RCP " _* to C" 17 * (D to . C" P, 0; 0) 0; m 0; 0 Lo 651 61W F= M z r— z 0 50 w 45 cn w 40 351 m 0 0 V) 0 o > Ld 0 LL. z GO LL 0 UI I I I 1 11 0 0 cl� 0 -i Lu LL_ LL Lu Lij uz Z Lu :E C) W LU W z O cf) LL_ 0 U DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER C32 w 0 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 110+00 120+00 U_ U C N N 0 U 0 (n Q C O E 0 Q] E Y 0 T P O L 3 Q) 0 -c V) U C vi 0 U 0 c 0 0 _ T E Y c 0 a a 0 0 c 0 i_ O 0 N 0 t 0 c .L 0 O L C N E 7 U 0 n C O U c a a O G- E c 0 O N rn 7 � O N -N -q � 0a N � c �- L.- V) 0 0 U � U .0 3 L O a C N V C 0 d- 0 O O 0 N 0L a c U U 0 a to m t N o O w n C J o n -u m -0 c -0 L 0- (1 U I > N —0 O � C V z o U c 0 0 0 Q o % c W ai U Q J 'p n C W ili Y a) � a in I c 5 cl n O z (A - CL I U 0 O c O o 0) (mD a) -' s N U L mot- 3 O c� 0 0 c O o-, U O 0 m 0 L o m CD — f g t9 r -- ! - _,r ,r ,. 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ACV Er•) .- ZtM 0rM 0t7 �d �d �� �� �d �� �d Est 04 �4 �� off: �� �s} �� ��t ��}' �� �p•j �M AIM �r7 Otto �N ot�c�i �tJ dm� �aN �N �.- 0-) tt] to to If9 In to to In to � In to In In to to Ln Ln tf) to rn to tNtrj to tNNj to to in to In in W) L0 c-,4 In to to to In to to In to In � L0 to tNP7 In to to to In 1n to to to In to 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121 +00 122+00 123+00 124+00 -MI W ( C� cr: 2 to O 0 U Q N0 LL O LL- w w w w - U W w `/ 1 � I w O U LL- I- U I it DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER 33 A Cn N 'O o. (ll 0) C Q. _ m O 3 W -c V t 3 O Q +� � N V C O N © co O 0 a 0 U � w= � U O a a� ws rr) o O Q'- _T C J U � U c � c Q aj Q _U O C Ln E z L O U � o Q a U W O U t Q _1 U a- 0 � c W m CL' a c:Ok n in O ° z ° L a I o O c O o CD � O mot- N ter- 3 O 0 E 0 c °' E 6. V 0 "O in a 0 a y .�t\eD j 4 ' +xa 31 4' t yr j `a ON '+ lP y t 1 t5 Yy Z ED Ar j'j s ® D-76 1 } ' STA. 125+87.1 \ "' Q STA. 124+81.23 32.80' (LT.) Z 33.00' (LT.)Ln OR RFI RW`\- W'- � -7 Ln +1 will e � a II u , n 4 J ir, �,_j' J STA. 124�812 . I I44.00' (RT.) - _._ .._._ i 1' r ',`' i 2 1(o I a ' It I ®K, 2� Ar .61i 93 01 "\ II '' I 't t 1 1 0 4 N 124+00\ 125+00 126+00 127+00 m d- O N 2 � O O Z 0 40 80 J Q SCALE AS SHOWN ~_C C� mG NQy 0:� O Lc z Q O Z U o c: co U N Z-:, J co � o O a 0 U) O cn cD Q)Q ¢O o CO CD_ � z< i C C ¢ `�N o� o co z -, 6 mmowl V z O o W J J m �m Y w 0 N O o0 �o m (D M w w m a :�ii D z z O O :� Q t w U � N w <L u~i -It z CD T) Z W cl� of z LD C.� Lli � ¢ O 0 O Q 3 O r z m m cn 0 m 0 Q w W W z z Y ¢ (n ¢ W U W x _ (n 0 O O Q O dW W' ' I �— z w (vaI ) I P nW ti/ ) w -90 0 Q LL- I— U DATE 09/22/03 PROJECT NO. 049249000 SHEET NUMBER 4 V) L T3 O W E Q N O O N L a U Ol W W W O 1 L n u z O O Q C� W O Q p F- W Y cy— ry O LL- Q V) 4, I O ?, O t' N CD O 6 u E 0 C- CD C L 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 Pager (407) 918-0395 Plans Review Sheet Date: April 19, 2004 Business Address: 1101 Torn Ball Ave. Occ. Ch. 24, Mercantile Business Name: Circuit City Store # Architect: Not given Contractor: T.B.A. Not given Ph. Not given FAX P H O Not given FAX ( ) Ph. ( ) 1Yc�wticnxnt;P�i ejlyta�cet� I Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner Comment: Plans reviewed as Mercantile Occupancy. The FD reserves right to require applicable code requirements if occupancy use changes. Plans are reviewed with comment only; finial site plan shall be approved by Fire Department prior to permit issuance. Sprinkler plans to be submitted for review, permitting, and inspections. Sealed letter from Engineer of Record stating design criteria for sprinkler system needs to be submitted with construction plans. 1.lApplication — New Interior (30,826 sq. ft. ) 1.2 Mixed — N/A 1.3 Special Definitions — Class "A" Mercantile Store 1.4Classification of Occupancy — Mercantile Store Class "A" 1.50assification of Hazard of Contents — Ordinary; Retail Sales 1.6Minimum Construction — No special requirements 2.2 Means of Egress Components — bear EXIT„SHALL BE DILIEITID�WITI �x yellow panp floor�adzng to EDITtoQr (this will show no storage allowed in egress area) 2.3 Capacity of Egress — Shall comply with Chapter #24 2.4 Number of Exits —(5) EXITS 2.5 Arrangement of Egress Shall meet Chapter #7 L. S. C 11 2.7 Discharge from Exits — O.K., will field verify; Doors are 72" to 36" 2.8 Illumination of Means of Egress — (The Sanford Fire Department will test for emergency lighting with main electrical shut off; Shelves must be in place prior to this inspection) 2.9 Emergency Lighting — (1) foot candle (10 Ix & a minimum at any point of 0.1 foot-candle (1LX ) measured along the path of egress at floor level. 2.10 Marking of Means of Egress — O.K.; will field verify 2.11 Special Features —Reserved 3.1 Protection of Vertical Openings — Class (A) mercantile shall have an automatic fire sprinkler system 3.2 Protection from Hazards — (See exception 24-3.2.1 .LSC 101) 3.3 Interior Finish — Not required, building has a automatic fire sprinkler system 3.4 Detection, Alarm and Communications System: (as per N.F.PA.72- 3-8.3.1.2 (99) Ed. • 3.5 Extinguishing Requirements — Rs per NFPA Q (6) Six 4A-60 BC. Fire Extinguishers required, and one 10 pound CO-2 fire extinguisher required in the electrical room/phone room. • 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 Sanford City Code — Chapter9: Required; Fire Sprinklers. Fire Department will field verify sight glass at all inspectors test. Monitoring: Required per Sanford Fire Departments local Chapter #9 Fire Code Other: NFPA 1 2 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 Pager (407) 918-0395 3-5.1 Fire Lanes — Required (see finial sight plan) 3-6.1 Key Box — Required (see application & blue prints) 3-7.1 Bldg. Address Number Posted and Legible — Post address numbers in 6" inch numbers contrasting in color(see blueprints) 91 N N 1 o_ 3.9 O a v v (U v (U s u 21 6 f T 6 a 21 c -`a w 3 c O a 4- Li 0 v c 0 0 0 a E d E L N 7) m 3 0 Cu I W / M J a L O w L cu N Ou (u Ln U u U U / Y iL z H G.9 G F E D C B I CRED VAULT GENERAL OFFlCE 1 135 132 I I I ADJACENT TENANT w J w lMJ STORAGE i FIRE ...... ::..: E XTINGUISHER � 127 1 +--- r--- - ::... !ml Dept` ...... ... </ � i��•,. � Fire 1 � �1 F1na� l 7 I FIRE • ! ;*11 �T Ld I pad 1� • I I ;:I •. Ili mm O -- - IL7" .... I H T T I � FIRE EXTINGUISHER 999 I I I I � 1 I F uSr�FdUNTTN USPENDED CEILING f ....... I ONE HR. RATED O .... •• .. i.;. _� PARTITION UL ;. ...:. DESIGN NO U465 :............. i• i I �\ n SPRINKLER COVERAGE SPRINKLER INFORMATION PROVIDED BY KEN BUHLER ASSOCIATES, INC., PER LETTER DATED 3/16/04, THE SPRINKLER SYSTEM SHALL BE DESIGNED AS FOLLOWS: 1. WAREHOUSE AND STORAGE AREAS: 6 GPM/SQ FT OVER 2000 SQ. FT. USING 286 DEGREES F. EXTRA LARGE OR VERY EXTRA LARGE ORIFICE HEADS, ON A MAXIMUM SPACING OF 100 SQ. FT. PER HEAD. 2. RETAIL SALES AREA, ROAD SHOP, OFFICES, SERVICE AND REPAIR AREAS, ETC.: 0.18 GPM/SQ. FT. OVER 2500 SQ. FT. USING 165' F., BRASS, 1 /2 OR 17/32 IN. HEADS ON A MAXIMUM SPACING OF 130 SQ. FT. PER HEAD. SPRINKLERS BELOW SUSPENDED CEILINGS SHALL BE CHROME PLATED PENDENT HEADS. SPRINKLERS SHALL BE BRASS UPRIGHT AT THE EXPOSED ROOF DECK. 6 ELO — NO RACK SPRINKLERS LIFE SAFETY PLAN NORTH 123 4 WALL KEY (REFERS TO ROOM FINISH SCHEDULE) qL4 TEWED BySPrevention Div. Date: I I Il- I n_ V ALLOWABLE OCCUPANCY: MERCANTILE CONSTRUCTION TYPE: TYPE II-B, SPRINKLERED, UNLIMITED AREA BUILDING SEPARATION: NORTH - - - - - - - - - - - - 60' SOUTH - - - - - - - - - - - - 60' EAST - - - - - - - - - - - - - 60' WEST - - - - - - - - - - - - - 60' ALLOWABLE FLOOR AREA - UNLIMITED ACTUAL BUILDING AREA - - - - - 33,889 S.F. 33,889 S.F. < UNLIMITED S.F. THEREFORE OK z.� LEGEND e EXIT LIGHTS W/ EMERGENCY LIGHTING D�4 BATTERY UNIT HID w/ QUARTZ RESTRIKE - BATTERY EMERGENCY LIGHT EMERGENCY FLUORESCENT ■ ® EMERGENCY INCANDESCENT 0 VISUAL STROBE Q FIRE ALARM PULL STATION Ell FIRE HORN O FIRE EXTINGUISHER (SEE SPECIFICATIONS) SD SMOKE DETECTOR © WATER FLOW TAMPER SWITCH O SPEAKERS EXTERIOR EMERGENCY LIGHTING WITH REMOTE BATTERY EXTERIOR MOUNTED a DECORATIVE UP/DN LIGHT EXTERIOR MOUNTED WALL PACK LIGHT SPRINKLER PROTECTION CRITERIA SPRINKLER PROTECTION SHALL BE INSTALLED THROUGHOUT BUILDING. PLANS SHALL BE FURNISHED BY SPRINKLER CONTRACTOR. RETAIL SALES, OFFICES, ROAD SHOP SERVICE AND REPAIR AREAS OCCUPANCY CLASSIFICATION PER 1999 NFPA #13 ORDINARY HAZARD GROUP II -RETAIL SALES, AND LIGHT HAZARD (OFFICES) HIGH PILED RACK STORAGE SPRINKLER DESIGN CRITERIA (PER FM REQUIREMENTS) 18/2500 sq. ft. .6/2000 sq. ft. SPRINKLER TYPE 165EF - UPRIGHT AT ROOF DECK, CHROME PENDENT BELOW CEILINGS 286EF UPRIGHT SPRINKLER ORIFICE in. (K=5.6), or 17/32 in. (K=8.0) 775 in. (K=16.8) SYSTEM SHALL BE MONITORED FOR WATERFLOW AND VALVE TAMPER. SYSTEM SHALL BE CONNECTED TO UNDERGROUND FIRE SERVICE LINE. LOCATION OF CONNECTION AND DISTANCE FROM BUILDING SHALL BE COORDINATED WITH SITE CONTRACTOR. FIRE PROTECTION CONSULTANT: KEN BUHLER ASSOCIATES, INC. 11 ERITA LANE SMITHTOWN, NY 11787 PHONE/FAX: (631) 360-3770 uj Q ^O^ f' y, Z Q � \ N &T N N N a N o ° 0 gN W m N �� Zpo 3� ro 's coD ` In 0 3�N CID W 0 0 �O j �(r:rz irj 0 m IL 0� �0 02 O p0 0> O 0� �� a� v 0c er 0� Q vc 04 0L °a a a IL 1111111111 w cr ( < U c U m > ° n Q V) R d c � I m -,' 0 II 0 ® V) 0 2 o 0 lC 0 a < V J Z W CL E o%, rn c 0 Z m L M c 0 •+ a Lu U < 09 0 m2 0 LL �Q ° IL < O EO 0 41 �J LL 0 LL 0 C uj �roLL of into Z M i� N CO N 0 rn _ '^ v/ W o Q 1 > � o , # 0 0 0 0 0 OD U U Q # co Z } L a 5� a �LO U ° 0 J LL W Phase CONTRACT Sheet No. A2mO N E a v 0 0 cu u i d d d V, N O1 v 3 0 v w v 0 0V, c a i a, E d Ln i v 3 N a i ro i v i 0 d GO (U d (U U L) V) u i `1 CO. a rH n FJ ICJ nDnB nA T 184'-4' 27'-4' V-0' 30'-6 5/8' 30'-6 5/8' 30-6 7/8' 30'-6 5/8" 30'-6 5/8' 30'-6 5/8' 26'-4" 1'-0" 3. I I I I I I FACE OF CMU 98'-10,x ❑ x F CE 0 ADJACENT 9'-4 G A �` TENANT 99'-2" EJ 9,_ 1� " o 1 X 2" DOMES X 99 -8 - ------- _ �- 1c -----� SEE GENERAL NOTES #12 & #17 I LINE WITH EJ- LINE OF , I I i CUS12 ER i I�\_ SEE GENERAL NOTE #11 CURB -SEE CIVIL �, I I VAULT i 135 CREDIT OPS/ , SERVE i i STAGING °° 131 I '� b FIRE RISER d EJ PRECAST CONC. WHEEL GENERAL OFFlCE 1E 128 I .� I I I CLEAR ZONE 2O ' STOP, TYP. ® H.C. I 24 i i 132 1E A5.1 I 2 - - SPACES 99' 11 1 2' O 1E 2 18 d x 14 8" MINIMU \ r --------® --- / A5.1 ----I----- - - - - - I I V-71/2 SEE GENERAL 6 _ x "' 18 M NOTE #21 99' 101/4' 4. STEEL BOLLARDS, TYP.-SEE DET. 6/A3.2 �• EJ 20'-6 3/4' 19' 2' 9'-11 1/4' HOLD I II I WAREHOUSE I ELEC TRANSFORMER 125 A5.1 I 3 6 M sus r 99' 7 1/2" "' - - - - - - - - - - - - - - - 277/480 VOLT - - - - - - - - - - AMP PRIMARY - , - - - EJ ELECTRIC SERVI I ELEC PANELS, TYP AND TRANSFORMI SEE GENERAL NQTE #5 II � II II CJ ® 5' 0"oc MA i SEE GENERAL NOTE #5 SEE GENERAL --------.®---®- co 0 ,•-NOTE #11 99' 7 1 L RECEIVING 3 I 124 EJ I I I -'s ---I SEE GEN. 8'-0, 99'-11 1/2" NOTE #22 .11M 4- I I 6'x8' 25,000# DOCK LEVELER 7O I I " 2'-6 5/8' MECHANICAL d I I I I 11e 11C 3 " I I 1 99-10X -�- SEE GENERAL NOTE #8 N o 99'-1' 99' 7" X / / .111-1 N I ` 7 5/8" I 30'-9 1/2" 25'-8 3/4 M T . - - - - 4m 1/2" 7 , 4 - } 7 I j 5 3/4' RETURNS// I $_ ❑_- • N \ CANOPY I 'i sF2 I, ��� I I I A5.1 I 20 SERVICE STORAGE O _" t FACE OF � -1 3/4" J X AB VE --- r--- ��` 1 cc» I I - 4-. I 127 - "--" I CMU I 3A E-LEARNING I N 96'-3" t DO K SEAL o 1 11 w I i\\ 99'-2, I w - i SF3 9 I I - - - 25 136 6-1 �-0 -1 GRATED INLET, I o I I rn - X g'_8• ~� X' � / L___i cc�� I SECURITTY SENSOR I I q� --- 1 , p1/Zt SEE STRUCT. & 1:12 CAR CRAMP • I _ i SF16 ' 10 34B A5.2 I PEDESTALS, TYP. 3A 1 1 6� DOCK I PLBG. DWGS. 11p 1(2� BUMPERS, SEE t o- ' RILL E I 3' t I t DET. 9/A3.2 t 1 - - - - 99'-8 1/4 SF1 _ I ry ; --- I cc� I -21- I 1 A5.2 u1 1� t t I 122 NOTESEN. 3A 1 j 1 t I #12 & #17 11 t 1 I X 9'-2 1 4" X EJ o V F1A q \ 310'.3 1 I 1 �� ROOM I 10 7/8 t x ❑ SEE I , TAG w 137 GENERAL 4' 1 �100'-0 I--- ! GRILLE ! I 1 t . PRINTING w ~ t •r � � 1 NOTE #17 I z M "� II L--- VESTIBULE cc�� I I A5.1 1 n I w I t Z t L 1 COMPACTOR/1 t o I ~ N I �r I I� 100 - I 1 I I SALE 1 COLLECTOR, 1 t t II 20A II Ij 4. I I 1B 30 11 0 n II 0 n U I 1 1 I I II I i SALES X N 1 t 10 , s-2 1 z ' / " I I' I o � 126 � 1 3 1 t �, X X ;MANAGERS sF5 i II I I 141 I COAT RACK EJ I I ❑ 1 II I SEE GENERA 18 ST RE 1 1 1 27 J NOTE #10 I i I DIRE TOR t t 1 ! t I SEE GENERAL I L____________J 1 t t NOTE #8 16 SEE G NER L a x 99'-7 1/ N 99-1 1/2 " " I I _ _ ,L _ J - - - - - - - - - ---- - - I I I -I - - - - - I II 20A I ,16 29 1 t _ NOTESEE G#8ERAL " A SIST. STO Q `° 1D I GRATED INLET BY I STAFF ACCESS 4• I DIRECTOR W 1 1 w 109 i 134 18 SITE o JANITOR CONTRACTOR, t t CD w z 144 I ❑ REFER TO CIVIL t RETAINING t 32 I DWGS. t CO CNAONA INK t FJ 1D CONC• 1 1 W I pR A11-- I 18 W A�- II I EE GENERAL _ ❑ I I 2 P.S.I., 2000 MBH FENCE GUAR I t 1 EXP JT (CAULK) ® 15-0" oc MAX I II A 2 NOTE #19 1B L --- J 20 MEN � GAS ERVICE ANDMETt 1 II 20 ` t 145 I I 33 t t \ 7 II ' I I I I I i I SEE I w w I II GENERAL I o t t 0 rn NOTE #17 I 1B I t t zs'-71/4' TELEPHONE -< I ' "' 4" MIN. SANITARY t 1 EQUIPMENT w ❑ I SEWER LINE t t " 17'-4 1/8' i w o 99'-5 111 wz t-" x� EJ I� I I I 19 LLJ LE) I 99 7 i 1llicn 18 I X A5.1 4. 3 o o ❑ 1 " � 16'-2 3/4' HOLD SEE GENERAL I � 3.jyp. 14'0 BOLLARD (TYP) I 1 I SEE NOTE #20 1 EXTERIOR - - I A5.2 = _ - _ l� WOMEN I 7 99' 1t /4" x - - I - - - NOTE #17 7 - o - - - - - -� - - - - - - - SECURITY SENSOR 3. I I 2 SEE I 1 1 PEDESTALS, TYP. 1B 142 I 4" TELEPHONE o -� - - ENE-R-AL- - - ----, I CONDUIT NOTE #17 ' 18 ❑ I - 00 I I I I N Fj SEE GENERAL NOTE #5 AUGNMENT PLATE FULL WAITING AREA I' VESTIBULE , I EXTENT ON THESE I j j 28 100-0 I 3 I I � WALLS 3 I S 133 143 II I I I I I I SYSTEMS 18 s'-11 1 2" CONC SIDEWALK w/ STEEL TROWELED 99' 10 I I 2 A5.2 _� 3 i M I I .� ROOM O6 �5------ I GRADE °� I I 129 - -_ 1 HR RATED 5 --- SEE GEN. SLOPE - �� NOTE #22 Lc, "� LIGHTLY GROOMED 4 I A5.2 4 _ _ __ _ __ I i I - ~i 20B ___ ROOF HATCH &LADDER O FINISH. ALL JOINTS 99' 11 /4" X I I - SEE DET. 3/A2.7 o AND EDGES TO BE I I 4. gg'_10'� 99'-g" 1 j RADIUS TOOLED. I 4 I I - I: 8'-9 1/ " SLOPE FLOOR 22'-0" • I I A6.1 SEAL JOINT BETWEEN EJ I 2 " 30 -9 1 4 5/8' A6. 12 VOLT M BUILDING &SIDEWALK WATERTIGHT I I I SPEAKER SHELF STORAGE00 Do WOOD BLOCKING ON m i I I N WALL 1 &BOTH 112 6 O I I SEE o SIDES OF SHELF rn 5 7 ?'� I 1 BEAM ao 10 ^ ^ 3 I GENERAL NOTE #17 I N 5 N 8 -O A5.2 1 2 I I of o I I RATED ROAD SHOP 99'-10 9s-9 0 SIM 19 WALL 106EXT 20B SLOPE FLOORTYP OFBOLLARD OED I I 4 3. EJ EJ I FILLER PIECE AT "ME" 6 Co. ❑' _p•x 1 , 99'-01/2" - - - - - - - --FIXTURES-----= ------- --- - - - - - - - - 0 99'-6 1 " 9'-11 1/2" SIDEWA K & CUR13 FA E OF BY OT ERS - C. rMl FACE OF 185'-4' CMU GENERAL NOTES: 1. ALL DIMENSIONS ARE FROM FACE OF DRYWALL OR PLYWOOD BACKING, UNLESS NOTED OTHERWISE. 10. 12" DEEP WIRE SHELVING MOUNTED AT 5'-0" A.F.F. PER MANUFACTURER'S RECOMMENDATIONS. SEE 18. CONTRACTOR TO INSTALL FOUR PARKING LOT CART CORRALS SUPPLIED BY OWNER - ERNIE'S SHOPPING CART 2. ALL INTERIOR PLYWOOD AND LUMBER TO BE "DRICON" OR "PYRO-GUARD" FIRE RETARDANT TREATED, NO SPECIFICATIONS. SPECIALTIES, MODEL 900, WITH STANDARD SIGNAGE AND CUSTOM HEIGHT, 90" END TOP RAIL AND ADDED END SUBSTITUTIONS. ALL EXTERIOR PLYWOOD AND LUMBER (IE: SIGNAGE MOUNTING BACKING, COPING BLOCKING, "DRICON" 11. PROVIDE 5/8" PLYWOOD TO 4'-0" A.F.F. AT GYP. BD. PARTITIONS IN WAREHOUSE & RECEIVING AREAS EXPOSED CROSS BAR AT 8". ROOFING BLOCKING, & ROOF CURBS) TO BE FIRE RETARDANT TREATED AND ALSO PROVIDE RESISTANCE TO DAMAGE FROM DECAY AND TERMITES, NO SUBSTITUTIONS. SEE SPECIFICATIONS. TO FORKLIFT TRAFFIC. 19. 3/4" PLYWD ON GYP BD (3 WALLS) @ 3'-0" A.F.F. TO 7'-0" A.F.F. FOR TELEPHONE EQUIPMENT BACKBOARD & 3. PROVIDE 90 LF OF 2x4's MOUNTED TO WAREHOUSE WALLS AS DIRECTED BY CONSTRUCTION MANAGER. 12. CASED GYP. BD. OPENING w/ HEAD © 7'-0" A.F.F. ANTENNA BACKBOARD, ETC (TYP). DOOR. 13. GENERAL CONTRACTOR SHALL ALLOW IN HIS BID TO CUT 20 - 3" HOLES IN VARIOUS COUNTERS FOR POS/TELE TO 8'-0" A.F.F. 4. PROVIDE 5/8" X 4'-0" WIDE PLYWOOD WAINSCOT TO 8'-0" HIGH BEHIND COMPACTOR STATIONS w/ GROMMETS AND (2) PAPER SLOTS w/ GROMMETS FOR PRINTERS IN GEN OFFICE COUNTERS AND 20. PROVIDE 3/4" PLYWOOD 5. PROVIDE 12" x 12" PLAM (PL-1) SHELF &SHELF BRACKETS ®14'-0" A.F.F. FOR RF SCANNER. E (1) PAPER SLOT w/ GROMMETS IN SALES MANAGER COUNTER, AS DIRECTED BY CCSI CONSTRUCTION MANAGER. 21. PROVIDE THREE PARKING SPACES AT THE STOREFRONT MARKED AS "CUSTOMER PICK-UP" SPACES. THE MOUNT ON BACK SIDE OF COLUMN SALES FLOOR. SEE ELECTRICAL DRAWINGS. 14. A MIN. OF 1 N SAFE GENERAL CONTRACTOR SHALL ALLOW IN HIS BID TO INSTALL OWNER PROVIDED CASH TILL S A I SIGNAGE LETTERS ARE TO BE 12" HIGH MINIMUM WITH "INTERSTATE" FONT .STYLE LETTERING. COLOR SHALL BE 6. SIGNAGE: GENERAL AND EMERGENCY INFORMATION, SUCH AS IDENTIFICATION OF TOILETS, ETC, SHALL COMPLY LOCATION, AS DIRECTED BY CCSI CONSTRUCTION MANAGER. THE SAME AS THE STRIPING OF THE PARKING SPACES. WITH ALL FEDERAL (A.D.A.) & LOCAL CODES. 15. GENERAL CONTRACTOR SHALL ALLOW IN HIS BID TO PROVIDE FOURTEEN (14) EACH 40 CU. YD. DUMPSTERS FOR 22. PROVIDE 5-0" x x 4" THICK CONCRETE PAD w/ 8" TURNED DOWN EDGES (ALL 4 EDGES). REINFORCE 7. SEE SHT A2.1F FOR FLOOR COVERINGS. USE OF THE FIXTURE CONTRACTORS. GENERAL CONTRACTOR'S BID SHALL INCLUDE THE HAUL CHARGE FOR THE AS A SIDEWALK PEERR SLAB SCHEDULE ON SHEET S1.1 PROVIDE 1/2" EXPANSION JOINT AGAINST BUILDING 8. ATTACH 2x12 x 2'-6" LONG WOOD BLOCKING, BOT @ 6" ABOVE CEILING OR 11'-6" A.F.F. WHERE THERE IS NO ABOVE. AND LOCATE EDGE 16" FROM LATCH SIDE OF MASONARY OPENING. CEILING, TO EACH STUD w/ (2) 12-24x2 1/2" PHILLIPS FLATHEAD TEKS/4 w/ WINGS, FOR CHECKPOINT POWER 16 PROVIDE HORIZONTAL MINI -BLINDS ON ASST. STORE DIRECTOR SIDE OF DOOR #29 (COLOR TO BE ALMOND), SEE SUPPLY SUPPORT. ATTACH DIRECTLY TO CMU WHERE APPLICABLE. SPECIFICATIONS. 23. CASED GYP. BD. OPENING WI/ HEAD 2 8'-0". 9• HORIZONTAL DIMENSIONS FOR ALL FIXTURE ALIGNMENT PLATES SHALL BE THE SUM OF ALL 4'-0" FIXTURE 17• 6' CLEAR VINYL CORNER GUARDS. SECTIONS PLUS 2" IN EACH RUN. DO NOT INSTALL END RUN OF ALIGNMENT PLATE UNTIL FIXTURE INSTALLER HAS MARKED OFF FIXURE LOCATIONS. NOTE F.F. ELEVATION ASSUMED AT 100'-0". SEE SITE GRADING PLAN FOR ACTUAL ELEVATION FLOOR PLAN ABOVE SEA LEVEL. b „ SCALE : 1 /8 = 1 -0 IC WATER 1 1/2- METER I Lill q:11111INUM WALL KEY 'REFIRS TO PLAN NORTH FINISH SCHED L ) V) w N I- N N N U N 0 Z ® V a 04 ® �f0 Zpo A Sip L a - Qp o1° u& a a u;-i 10 xZ �? En rq IL w m U °u� \ 0 m> �0 c� 0� mm -14 d m c c) �r � 0m 0 a:a a n 0 0 � U o Q pN 3 0 13 w -I o 0 in m II 0 0 o CL a 0 N 0 Q V J H 0 LJ.I 0 m � < cZ o v ro c2 aJ o ® ro 0 tl ®. aZ .0 E0 °� � «< IL 0L �0 20 Mtn u�tn oLL. Z N O z V/ O i N 0 i' 0 Z It 0 O 00 F- Uww °` } Lu > r- M U 0 0 1 a I- < v a a 0 a X,N F- ® 0 U � L�.. o rn a Phase CONTRACT Shoe® A2ml D_ \ 3.9 • • H G.9 G F D C B A TRIM EDGE OFF - J TRANSITION STRIPS: (SEE FLOOR PLAN FOR LOCATIONS) VCT OR ECO NOT USED CARPET CARPET TS-1 CARPET TO VCT OR RUBBER TILE — JOHNSONITE #CTA-40—K TS-2 NOT USED TS-1 TS-2 TS-3 TS-3 CARPET TO CONCRETE — JOHNSONITE #CTA-40—K OF SENSORS & BLACK (COLOR) MATTE, TRIM OFF EDGE AT CONCRETE FLAT WIREMOLD FLAT WIREMOLD TS-4 VCT TO CONCRETE JOINER — JOHNSONITE #SSR-40—B N.I.C. N.I.C. BLACK (COLOR) MATTE FLOOR TRANSITION TS-5 TRANSITION STRIP AT SECURITY SENSOR (NIC) FLOORING OCCURS HERE IF APPLICABLE _ -- TS-6 VCT TO RUBBER TILE OR VCT — JOHNSONITE #CTA-40—N VCT ECO OR VCT TS-4 TS-5 FOR REFERENCE ONLY TS-6 FLOORING TRANSITIONS SCALE : NTS FLOOR COVERINGS: SQUARE FOOTAGE FLOOR COVERINGS: SQUARE FOOTAGE NOTE: QUANTITIES INDICATED ARE FOR REFERENCE ONLY, AND DO NOT FC-6 RECYCLED RUBBER FLOORING — "ECO SURFACES", CUSTOM COLOR 1,145 INCLUDE "WASTE". THE GENERAL CONTRACTOR IS RESPONSIBLE FOR #2461 OR "ATMOSPHERE" RECYCLED RUBBER FLOORING, BOUNCE ORDERING ADEQUATE AMOUNTS OF FLOOR COVERING MATERIALS AS TM113, INSTALLED SQUARE WITH ROOM, SEE SPECIFICATIONS. REQUIRED TO COMPLETE THIS PROJECT. FC-1 EXPOSED CONCRETE SEALER — L & M. SEAL —HARD AND 834 FC-7 NOT USED. — AQUAPEL PLUS WATER REPELLENT FC-2 EXPOSED CONCRETE SEALER — L & M SEAL —HARD 6,864 FC-8 VCT ACCENT FLOORING — ARMSTRONG, MULTICOLOR, STANDARD 529 EXCELON #52517 JESTER RED, 12" x 12", BASKET —WEAVE FC-3 ENTRANCE MATTING — CANTERBURY DISTR. LIMITED "CATHEDRAL" 457 PATTERN SQUARE WITH ROOM, SEE SPECIFICATIONS. MAT 19.5" x 19.5", BASKET —WEAVE PATTERN SQUARE WITH FRONT WALL, COLOR CHARCOAL, SEE SPECIFICATIONS. FC-4 SHAW CARPET — STRAIGHTFORWARD EW24 STYLE # 59224, 21,915 COLOR #CC-101 (MUSHROOM) 70150 CARPET TILE, 1/4 TURN, SQUARE WITH ROOM. FC-5 VCT — ARMSTRONG, IMPERIAL TEXTURE STANDARD EXCELON 1,201 #51805 CAMEL BEIGE 12" x 12", BASKET —WEAVE PATTERN SQUARE WITH ROOM, SEE SPECIFICATIONS. SCALE : 1 /8" = V-0" IOTES: ,ONTRACTOR TO PROVIDE Y4" DOUBLE TEMPERED PROTECTION _ES AREA FOR ALL MECHANICAL & PEDESTRIAN FOOT TRAFFIC INSTALLED COMPOSITE TILE %D CARPET. THE PROTECTION IS IN PLACE UNTIL DIRECTED BY REMOVED. THE CONTRACTOR .AN ON ONE ADDITIONAL REMOVAL TALLATION OF THE MASONITE FOR OF THE FLOORING. THE SHOULD BE DUCT TAPED INTO THRESHOLD DETAIL T-2 ON .5. WALL KEY (REFERS TO ROOM FINISH SCHEDULE) U) x oQ Z a o � N N Z 0 w ® QN ®30 0 pi Zpo b Fo it 0 Q NN n0tp m SZ 0 g 0 o:3 00 0'0 NV 00 o> wN mm s� 00 0 c 0 pl N, 00 u 1 0 0 m c 00 IL a0`a a. CC o Q U c U > o a Q R L g 0 O 0 N 0 (a 0 U J ®~ EL E m ro rn = 0 0 O vim Q 2 o� 0LL, L. 00 EO zV' �® 0 0Im ®Z �Q ®� J Z co N O L O N U J /VJ LL O Z O = 00 00 ' Ir F- °z } o L. U O Lo LL Pnasa CONTRACT Sn®A2mlF-1 et No. 0 N (: )_ - _1L_ 3.9 4 b■ IIq L H G.9 G F E D C B A ADJACENT \ TENANT r_ 09S1rie p>am coun ei�r--F -� - - - - T - -- -- -- -- -- -- w/ sh ve wf shelve-!- �- �- --o co ier I RP-24-072-E Pv PV PV PV PV PV PV PV PV PV PV PV PV - o -- -- -- -- -- -- ----- � L L._. 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GE-S050312ttenes 1 GE-S050312 - w Pv Pv Pv Pv NI o C _ 1 1 y 0 __Flom counter 0 0 1 mm 7 mm 9 dvd box sets dvd box sets mm 3 box sets gc sign dvd games overflow ----- - es a r 1 I y _ w shelves ��F---lr� .. 1 I y I I I �.I STUDY � 1 1 I ii ii I _ oo r o 0 M � o Q L J bookcase I ROOM 1 M I a= N 1 I I 1 \ 1 II II I L i I I W W I ,n� oo C-268 W i of I " 0 1 1 L._.� _ N s �- VI 1 0 //-ff11, I I °° L� W i W(D r. i i O 1 C y a a N E IuLJ UJ7 U O Co Q f .f �� J L. I J < 1 I 8 i a E co thump room N f�V L I QZ ( i coat rack 1 _ 0 C0C I I i/i Q o I Q U I Q U 1 1 I I o +>' _ shopping t a O I C-819 �� I STORE �i 1 I L_.J L_.J L.J L-J baskets 3 .� p.. I \;, „ DIRECTOR 1 J j O r -, a7 117 V7 to N I 'ar 'v, I m h `I.- rn = •-O ,_ E 1 U radar l � --1- _ ONE aCCe33 0� 3 f I O I L _ '� 1 F mlm IT mIm mlm o v mlm 3 aIa ale olm o+ m1n C-823 - - - --------J (� l > > n u7 c __ C-823 ✓� �.O O O p O O O,_ O �w L.J a, N to i N i > to u o to to cn � N E to E x ,� o _ - - I 1 C _ 1 - - I7 �-- � - '> > ti E E E E E - �- n CSC I ► �j .J o C9 C9 C9 C9 E E c7 c9 c9 C9 C9 o StoreTron�I L J -- -- �� I > -1 I I , I 1 a a supplied &installed by h- ASS T. t M-518 3'-3' „ owner. C- -4 I I ME-551 dvd mini ME-551 0 € I �? , DIRECT merch \ a o G4-105 G4-105 t Sony ..... ; psych ; \ -� = I^ I 7 \ i \ -0In I rbo rbo 3ICo I lam counter` 1 0 N 3-10' P'-----1------ 1 _ _ _ \ = x 0 € I IV W/ shelves J i JAN 1 I I I J a a �� I 'S W � I 12 VOLTFIX ------------------ E0 I G4-105 G4-105 `l' 1 1 l/ \ I0 rbo rbo - 35�' ces EQUIPMENT --- --- a TELEPHONE a 1 \�/\ _ _ - -- I c cl as /31 U 11 \ l 12'-4" 5 -0 5' 0" 7' S' - 6'-3'- 6 -3 5 -1 5 -8 5 -8 1 t -0 C-823 u7 � C-60 s ecial 5 7 mm 6 mm 8 promo ec digl a digi a mm 1 mm 2 mp3 ec order I N ° - WOMEN GE-S050312 GE-S050312 GE-S050312 listening station listening station GE-S050312 I GE-S050312 GE-S0503t2 GE-S050372 I IC-109 ME-553 11 GE-S0503oo GE-S050300 1 ' ' G4-105 ME-515 M -515 ME-543 ME-551 ME-543 ME-551 IC-423 C_816 0 s o ✓ I = 0 cash -cd-wall----- to 1 0 o I o C-C45 C-C45 C-C90 I ❑ promo promo 1 8 1-0 � I4 In shopping - -- o- = 1 bo bo 3 3 .4 � w carts oc bulk 26+ 0 �, 3 r, :............... acc rn o ,,C I h,� promo music budget music ra q 1 CIO Za J I GE-S050530 GE-S050536 GE-S 5053o GE-S050530 GE-S07P -C1 STAFF ACCE$ O 1 I I p I GE-S0504241 GE-S050424 GE-S050424 GE-S050424 �1' I flat panel ec 1 video video video dvd audio audio audio �2 y _, W-S0524-1 GW-S05 LI ______J endca 1 endca 2 endca 3 0 L -- ec endca 1 endca 2 endca 3 �-- o c o 0 telephone telephone CO occh 5'-3" 5'-3" 5'-6" 5'-6" 5'-6" 5'-6" N I e ui menu Te ui ment }moc video 11 acc Circular area rug x x x = _ _ _ _ _ systems room 1 o installed by Fixture a o N 1 I i { 1 2 1/2 Installer 1 I > I I 111 I - -, .J L. L. L. 1117 — - — - - — -o — — — - - — 0 — o- > I�r — - — — — — -- 3-1101 FO 0 4 _g video 5 -7 0 r____________ _______� feature w 12 �, CUSTOMER ' =1= _ =f= _ ' �° _ _ CO i J, " a m a i a _ x o I IF WAITING AREA VESTIBULE _._.--._.-._._ I I a s '0 U a + a N I I I o c 'p MIS t0 �IMrNi a n h NIN 01 "�� o o M O >. S j j N N - E a7 axi I I o +. M N 04 ,Ni to I aU-) 0 o- tea, a s O V) O I I NIN N N NIN O NIN U � •C 'Ol N �>, �>, x _ I E _ �, N E x N v x E x E N U = I II i SR-105 - - ------ l O I I LL a a a a. •- O -0 a .0 a •- a 0 a O ( I f------r-----r- - I I I I o > o v I '=F lCUD� " E 00 I-=== I-- = L'-i I _ _ = I-T--=-�E -J� ---� I a a o I a a a u I I i---- ---- L--_'-- -I oQ I HATCH & 7'-0" l i 1 N N o o III I N. �O _- LADDER ME-602 I 4'-11 L,Iu n I In rn o aV'i o v I I cVI- environ 2 I I� — I x x x .•._+ x I N N x x 0 x O x = o _-- N r o a �a a I SYSTEMS t o 12 ;t w I i ROOM f�-remotes moc ,} gc sin satellite acc 1- a i o f i i a � 0 1 I jI N o o i ROAD SHOP cash term. cash term. GE-S050416 h j I �'0 ri' `i' ME-205 ME-205 GE-S050400 GE-S050400 I 6 _2 I L._J I -� •0 3� VIDEO a v dvd acc gc sin I II I ya"°f a ME 205 GE cash term. CIS050416 I AD ME cash 238rm. I I GE-S050416 1 F�� kAP°ro (9) ME-301A (3) ME-301B M-517 Qti Doti I GE-S050400 GE-S050400 tv �,� ° I GW-H08J0-14 I systems room P tv combo 25 27 t- tv antennas 1 ��\ �--_--�o�-__------------- system -basic - inwall o t-- o M-615 --------- -I 1--------- -- ----- --- - cabine PV P P P P. P P , [�lM-61t6s a wa ll — _ — Wlra sfmmqa — 185'-4' �"A 010 1 1� 11 11111 SCALE : 1 /8"=V-0" WALL KEY (REFERS TO ROOM FINISH SCHEDULE) 2.7 FIXTURE SYMBOL LEGEND GENERAL NOTES: 1. Deactivation pads and chosis are to be installed at all terminals (designated with an graphic "x") except as noted otherwise. 2. All walls w/ G-Series fixtures next to them will require wood blocking. Reference partition types and wall sections. SYMBOL DESCRIPTION Start Point for layout of wall posts. Double column support (Solid rack support) required at bridges and end racks, TYPICAL PH Indicates horizontal plugmold mounted within the fixture. See Fixture Manual for specific requirements. Indicates vertical plugmold mounted Pv within the fixture. See Fixture Manual for specific requirements. Fixtures represented with this linetype l- are supplied and installed by Vendors. Fixtures represented with this linetype are buyout items supplied by CCSI and .......... installed by the F.I. Fixtures represented with this linetype I are supplied on the G.O. truck or the Merch. truck and installed by the store. Flow line. (Arrow indicates end point of merchandise flow.) V) ty- IJj O < N U o Z®0 O No U® W3^ppQ zoo 1 cc omo 0l N �4 a a d eL U � oZ S w U a? a u� ,°,0 c� N `0 m o c a� m4 mm m°° L C3: mo •' as a cc u Q U ++ C U 0 0 CIL Q W 0- o 0)m O n Z 1 o a 0 Q 0 Q V J 1— ®W to 4- M Z D C °J .IL U o® Q �� 0 �� U ®� ` ®® EO ®Z ZZ `-I— �� �O VQ 1=i/i (D rnVi �X 0� Z c9 c9 N N O v/ W O N o" 0 0� O 0 I/-^J v U_ cc1 ®0 F- _ U , 0 # M °z J o a U } � U 10 N CY) 4 LL 0 N Phase CONTRACT i i Sheet No. A22 i O H G.9 G F B D C B A N W Ct Q J Q N C`� N o 6 � - - 3 '- +. z� n TENANT I 0 00o c io o =— . — — — — — — a 3om mm �o i _, - - - w XO S138 XOPS139 XOPS140 X WL5-TL XPWL7 TL a a z T----o PWL3— ° U �I • U I I CUSTOMER i I �product �M a o I C� inline light VAULT CREDIT OPS/ SERVI E zc� cornice signing (typ.) ' vv v v v GENERAL OFFICE �i1ON 0- I I =10 II dD aD (n V) � vm II o 0 0 0 0 0 VI rn.0 0- X0P 148KIT r� Q � m c ` `o (xd ' II - (n 0 r _ - o XPWS7 �' XIDHLGS VC-TL o--- N W00 j— m v m- 1 V XOPS147 I Q=. Q ' a •o m "u e OPS 9' 7" ( I m I KIDS ZONE N I as a`a 1 W 0 � Lv �- U X cn OPS O 0 O ~ XOP'5144 I N I 1 I 1 0 UOi 1 I Q I XOPS147 I SEASONAL I F� U OPS ;0P U I I l�0�o EF7E I o I 0 I ' I X XOP'S144 I '< I I ' — — — — CHECKOUT — — — 15'-9" 14'-4" 17'-8" — — — — — — — — I Y XOPS147 d- oPs I I I I_ li I k Io711 xZ' � 3' 4" I OPS 0 0 3 I El XOPS144 1 � 1 co L] 00 XCOM231 W I i m # XOPS147 I I I Q 1 I Q A� I I I OP5 AOPS 1= Q FEII E ❑ o O Ix o •� RECEIVING m a (n 1 T XOPS144 X 1 co �---- ---- ---- o I = I I I j RETURNS/SERVICE Q a O O � # U �, STORAGE o i 1 ----- --- x W (n 2.$ — — — - - 8 l o IMAGING 1 1 x — — — — % 7 �W- ~o 1 L. I d j 1 i Cn OPS4 ( t o i I o I a I I _ _ o t r---- — i XIMA141KIT i XIMA138KIT � I _ � � �_ N t XI ro — — — — — 1"1 1 1 1 m — — — — — — —I j, o ---- ---- I--- ; • 4---- I L_ x_ S4 I WIRELESS 1 15'-9" 14'-4° 1T-8° I n --- 1 1 11 1 1 1 0 V:�4I I I � N . o Y Cn :z 25 VESTIBULE OPS4 j�\ i/i; oPsl STUDY • V 4C \ OPSB XDISNKITB v II CORRIDOR I } I qcn } I I I I product inline light /n\ I ROOM I 11 1 Il I \ IjC \ �❑ cornice signing (typ) TAG h x XP 6—TL PRINTING 1 1 • ---- 1 1 I I's OPS4 l I 5 # w 0 ` a w , � I I l l • 1 I 1 .0 � n.1 1 1 i a A I I q 15'-9" 14'-4" 1T-8" co MOB6 SALES w t m ; MANAGERS ;; 1 1 1 1 m Im ' �, 1 11 • 1 1 a o a I i 0I I I �I I i 0 0 i _ I I XI 0 �I 1 ' 0 - -- - - - - - STORE 1 1 1 3.9 L-II ®_ I _ ° I 1 `, 2 B2s11 / DIRECTOR — — — — O IoD I X D oI I �- ---- j O I I t 1 m 4 - - - - - - - - - - - - - --� -- o I o f 1 W X I I _ �8) M063 L�lI � 1 11 jl -- 1 W m V N m 1 D) ECTO RE" v I I 1 1 5 0 m III mi 1 i m 1. O 11 i �''' ------ - I1 JAN 1 F Ld o o a SG21 ME-606 I I I I I I 1 1 oC U U Q CID--- I 12 VOLT I e a 1 --------- 0II , - X i1 - TELEPHONE L---J 1 1 4 J o 1 EQUIPMENT j ` o m �� 0 II WOMEN - II 1 1 0 °D 0 o a N N MOB35 1 Z I I i I I I I D I I I I l 6i.. -- -- ------------ v� X XOPS137 i i U V — - — I I MEN I I I I I I V 10'00 Q 5 — — — — — — — — -e — — - — — — o- —Tr— - r--- sc21 ME-606 Cq 15'_," I x CUSTOMER o I ® W 5 r�-_-_-----� L _ I I OPS4 WAITING AREA ;; I x I a 11 SYSTEMS II VESTIBULE E ® N o Z XIDH TE TL �' w I MOB22 XVID303 Z *� c a I I I I I 11 � ROOM � % V ® W XGOKITAUD � •o a o �`� Q® �® �Qy�.. n I _ IL IL c Z LL ro I I 5 ��---------------- ® ® Z i x �I Ld0 Y� �Z LU Iv IXI o l i 20 I=C0 6 oVov li 1 I N I cu I y o •" 1 f I _ I F- I -- - -- -- -- - --J 5 o i�j II N I OPSB OPSB v w l I ROAD SHOP I v OPS8 OPSB II �`� 3 VIDEO 0 11 - product inline light _ 0 ° aGi (12) XVID312 (12) XVID314 ° cornice signing (typ.) o o XGOKI AUD v XPWL11—TL XPWL —TL �PWL4—T M I N ------- LIM CL N CO a 2'- 9 0 - ? Q 0 # W I O/ V/ N 0 v W Z J �o� W cn 00 N �W Q N cc � 0 U a 2 Z a ' I SIGNAGE AND GRAPHICS PLAN ' 4 3 Q SCALE 1 /8"=1'-0" U a X PLAN NORTH L 0 (U WALL KEY rn a v 0 Cu LA 11 Phase vU®NTRACT U U Y Shoat No. ar , E I N 1 H CONT. CLEAT PAINT GRIP GALV. SHEET METAL COPING FIRE TREATED WOOD BLOCKING CONT. 2x WOOD BLOCKING- ATTACH 1/2" FIRE TREATED W/ 1/2"Ox 12" ANCHOR BOLTS @ 32" PLYWOOD ON 4"x 16 GA I O.C. GROUTED SOLID ON MASONRY MTL STUDS @ 16" O.C. T.O. PAR ET I ------- ------------------------- - --- --- ------ ------- ------------- + --- --------- -------------- 11------ I 00 -- -------------------------------- T.O.M. � I 29'-8" I � I 2° 6° + V-GROOVE DRIP SEALANT a \ \ VENT GRILLE 2"E.I.F.S. ON 5/8" ` \ DENS-GLAS GOLD \ \\ CONT. WOOD a BLOCKING •�j SEALANT ° ° ° a \ 1"E.I.F.S. OVER CMU I \ ° 1"x1" 45•CHAMFER00 N a \\ \� \ ° 2"E.I.F.S. OVER CMU V-0• - I a T.O. STEEL ° I VERIFY LOCATION OF BOND ° BEAMS AND WALL REINF. -- W/ STRUCT, DWGS SHE ANGLE SEE STRUCT ° STRUCT MEMBERS ° SEE STRUCT P. DETAIL@ PARAPET 2.3 SCALE : 1 1/2"=1'-O" SCALE : 1/2" 0 GALV. STEEL BURGLAR BARS @ 6" OC - E.W. BY RTU SUPPLIER INSULATED PREFABRICATED CURB SEPARATOR SUPPORT FRAMING RIGID ROOF INSUL - .1 R-20 MIN, SEE SPEC TREATED WOOD SHIMS --------------- 77 ---------- -- OR BLOCKING AS REQUIRED. INSIDE FACE OF PROVIDE FRAMED OPNG. RTU CURB ABOVE - SEE STRUCT. DETLS. FRAMED OPENING FOR DUCT DROP RTU FRAMED OPNG. (N.T.S.) TYP. DETAIL ® EQUIP CURB A2.3 SCALE : 1 1/2"=1'-O" 5Nu'OftT USED �.3SCALE : 1 1/2"=1'-O" ROOFTOP UNIT RUBBER ROD STOCK ADHERED IN PLACE TPO FLASHING RIGID INSULATION BONDING ADHESIVE �TPO ROOF - SEE SPECS TREATED WOOD SHIMS OR BLOCKING AS REQUIRED. INSIDE FACE OF RTU CURB ABOVE CONT. CLEAT SEALANT TPO FLASHING- CONTINUE OVER TOP OF PARAPET - ATTACH TO FRONT FACE OF BLOCKING 5/8" DENS-GLAS GOLD ON 6"x 16 GA MTL STUDS @ 16" O.C. 3 5/8"x 16 GA MTL STUDS TIE BACKS @ 16" O.C. BONDING ADHESIVE RIGID ROOF INSUL; R-20 MIN. SEE SPEC I TPO ROOF, SEE SPECS 7 NOTE: PROVIDE PERIMETER WOOD BLOCKING AS REQ'D FOR INSTALLATION OF SINGLE -PLY ROOF SYSTEM. (SEE NOTE #5 THIS DWG.) PAINT GRIP GALV. SHEET METAL COPING FIBER CANT FOR SLOPE M_ T/Q,MASONRY P- CONT. CLEAT J c0 1 N 1 TPO FLASHING, EXTEND OVER V-O° I TOP OF BLOCKING & DOWN ON FRONT FACE CONT 2x8 WOOD BLOCKING. z ATTACH W/ 1 /2"0 x 12" AB M @ 32" O.C. GROUTED SOLID 7.:.. IN MASONRY. I 8" x 4" HIGH JG I SMOOTH FACE CMU ANGLE - SEE STRUCTURAL NOTE: 8 SEE DETAIL 1 THIS DWG FOR TYPICAL NOTES. METAL DECK rY-� DETAIL ® PARAPET A2.3 SCALE : 1 1/2"=1'-O" 4" x 6" x 1/4" x LLV STL ANGLE w/ END CAPS, FILLET STRUCT ANGLE FRA 3/8" x 8" x 24" STL PLATE SLIP BAI 4"W x 8 1/2"L x 3 3" LG. STL BENT PLATE LADDER SUPPORT BRACKET GIRDER - SEE CT DWGS 2" MTL STUD 11 OC 3ATT INSUL GYP BD ET STUD ING, BRACE OOF STRUCTURE EQUIRED SCALE : 1 1/2" = 1'-0" PRIMARY ROOF DRAIN W/ STRAINER (SEE PLUMB. DWG FOR SIZE) SECONDARY ROOF DRAIN W/ STRAINER & 2" WATER DAM, ROUTE TO SPILL ON GRADE (SEE PLUMB DWG FOR SIZE). FLG CLAMP &1 �llllllllllllll II II II II1111�� c�,� llllllllllllllll II II II II GRAVEL STOP RIGID ROOF INSUL - R-20 MIN, SEE SPEC MET DECK PRIMARY ROOF DRAIN & PIPE, ROUTE TO STORM SEWER (SEE PLUMB DWG FOR SIZE). - "am-C =1 NFAA13-1 SCALE : 1 1 /2"=1'-0" NOT USED. SCALE : DECK CLAMP _ INSUL RAIN LEADERS & ROOF DRAIN BODIES, SEE PLUMB DWGS i0 IL ® ROOF DRAIN 0 5" x 3" x 1/4" ANGLE N VERTITRACK" VTD600-24 v/ 2" DEFLECTION, MANUF 3Y THE STEEL NETWORK, INC. /4" x 5" x 24 1/2" o 3TL PLATE SLIP BAR 1 ILLET WELD TO N STRUCT ANGLE FRAMING i/8" GYP. BD. ® ROOF HATCH fWUMA9il4�10 SCALE : 1 1 /2"=1'-0" s NOT USED A2.3 S`"". \STIC :AL ® ROOF PENETRATION 1 1/2" RIGID CONDUIT FILL PIPE WITH WATER RESISTANT SECURE TO BAR JOIST FOR FOAM INSULATION AND SEAL WITH STABILITY W/ CONDUIT TO SILICONE SEALANT & PROVIDE BEAM FASTENERS REMOVABLE GALV CAP. WEATHERHEAD 1 5/8" O.D. SCH TYP 40 PIPE 6 2.3 c NOTE: PAINT DLEXPOSESTEEL r EP-2 DETAIL@ DSS DISH SCALE : 1/2"=1'-0" STL MAST PIPE (THRU ROOF) PIPE BRACKETS TO MATCH MAST PIPE SIZE (2) REQ'D-SHOP WELD TO MAST AND FIELD WELD TO COL BUILDING COLUMN 1/4 \ o• \\\\ PIPE BRACKETS (SAME AS MAST PIPE)-(2) \\\ \\ REQ'D - SHOP WELD TO MAST AND FIELD WELD TO BUILDING _ COLUMN. I 1/4 BUILDING COLUMN 1 PLAN SECTION@ DSS DISH SCALE : 1 "=1'-O" FIRE TREATED PAINT GRIP GALV. 1/2" FIRE RETARDANT MTL STUD H CONT 2x WD BLOCKING WOOD BLOCKING SHEET METAL COPING TREATED PLYWD ON 4% TIE BACK ATTACH W/ 1/2"0 x 8" AB @ 16CA MTL STUDS @ 16" O.C. 32" O.C. GROUTED SOLID IN 3'-7 3 4° 3'-0° N.T.S. Z MASONRY. (SEE NOTE #5 ON DWG A2.3) TOP OF PARAPE ----------------------------- ----------- II I II �I - - - - - - - - - - - - - - - - - - - _ _ _ _ _ - - - - - _ - _ _ _ _ _ _ _ _ N - - _ _ _ _ _ _ _ _ _ _ ..: I I: TOP OF M kSONRY ii f1 I I I +II II I I I I CONT CLEAT 2 6 4 I- ( _.:'.J;I•;:... ° I I SEALANT I I CONT CLEAT TPO FLASHING- CONTINUE V-GROOVE DRIP ° \ I I OVER TOP OF PARAPET - y \y I I ATTACH TO FRONT FACE OF VENT GRILLE I 1 BLOCKING 3-5/8% 16 GA MTL. STUD J\ y \ TIE BACKS @16" O.C. 1" E.I.F.S. OVER 5/8" I \\ I I DENS-GLAS GOLD ON 3 5/8" \ \ I I MTL. STUDS @ 24" O.C. yy y\ \ \ I I y \ I I•.. B.O. WING WALL_& \ \ I I 129 -8 8' SMOOTH FACE CMU I \\ \\ \ I I \ \ I 5/8" FIRE RETARDANT TREATED PLYWOOD ON 6% 16 GA MTL. y I I STUDS @ 16" O.C. I I y I I I I. --- ------ ° ° y\ I I� I HORIZ. 6" MET STUD I I (60OS162-43) @ 12" O.C. W/ SOLID VERT. STUD BRIDGING @ i I BONDING ADHESIVE 20" O.C. BEYOND INTO WING ° I I WALL. I ; I I . RIGID ROOF INSUL - \ R-20 MIN, SEE SPEC 2" E.I.F.S. OVER 5/8" DENS-GLAS GOLD ON 4" \\II \\ I MTL. STUDS @ 24" O.C. II \ I P\I \ I TPO ROOF, �\ \\ (SEE SPECS) 1" D. X 2"H. V' GROOVE I \ \ I IN E.I.F.S. I \ \ I \ I I` T 0 STET. START OF 1' EFlS VERIFY LOCATION OF BOND BEAMS W/ STRUCT DWGS 15 TYP. DETAIL A2.3 SCALE : 1 1/2" = 1'-0" F E D C B A 3 2.3 ADJACENT TENANT I N\ I I OCLE� R ZONE IS SHOWN IN GENERAL CLEARANC C' j III I I VARIES AT EACH ROOF TOP UNIT. CONTRACTOR IS ESPONSIBLE TO DETERMINE ACTUA CLEARANCE U SLOPE 1/4"/FT DQ IREMENTS & LOCATE WALKWAY PADS CC RDINGLY. ALL RTU'S TO BE LO ATED A - MIN ININIUM OF 10'-0" FROM EDGE OF ROOF ------ 2, 3 I I o I I I _ I j 1 EYEBOLTS AT I j RTU_-1 I i ECONOMIZER DAMPER (TYP.) I 8'-0" O.C. I I SEE 1 /A2.3 I I I III SLOPE 1/4"/FT MIN I III I 15 I I L -------- I 2.3 I ROOFING - SEE SPECIFICATIONS I II I 35 III I I I I 14 PRIMARY ROOF DRAI S I I W/ OVERFLOW DRAT S 2 I I I SLOPE 1/4"/FT _ I III J I I I TYPICAL OF 5@ REAR WALL j 3.3 II-, MIN LI RTU_3 I (SEE PLUMBING DRW S) II I -I II M I CONDUIT & WEATHERHEAD Ij IN AREA OF STAFF ACCESS I a, II ROOM. SEE ELEC DWGS. I "' II WALKWAY PADS, II 0 INSTALL SIMILAR TO DETAIL ROOFINb - SEE TYP - SEE SF�ECS. 11/A2.13 (NO MAST) SPECIFI DATIONS M 15 I SLOPE 1/4"/FT 2.3 TYP. �-"DSS" SATELLITE DISH o I Q, 2.3 I I MIN U.N.O. SEE 11/A2.3 & ELEC EF-1 I I M 41 I ( I WEATHER HEAD DWGS. I O N NOTE:RTU-2- EF-2 I N RTU_ 2 I' r--------1 TOP OF ROOF TOP I -- I I RTU-6 LEEVEPMENT CURBS TO BE j i i �i i i i a 1 1 1 I I iII I I --_-_-- I I l jlI J I I I I II r RTU =5 I � �l I I I I I ■ 41 _ F------- � I I--------J IRTU- 2'-5 I/2" EF-3 r- 2.3 i i SLOPE 1/4"/FT MIN { 7 r RTU-7 l EYEBOLTS AT 36 1 Lrill 1 8'-0" G.G. - 0 2,4 I I 11 SEE 1/A2.3 I---, I 3 I 2.3 rn l 13 j-_ I I j I co I I I 1 1 2'-6" x 3'-0" I --- %2.3 a- - - - - ROOF -H-A-T-C-H SLOPE O - --- - TO------- --- ------------------- ------------------------ v1 ------------ -------- NOTES: 32'-8° mmd 1. ROOFING AND HVAC CONTR. SHALL 2. PROVIDE BURGLAR BARS AT ALL ROOF 4. ROOFING CONTRACTOR IS TO FOLLOW 6. SEE PLUMBING DRAWINGS FOR PLUMBING COORDINATE THE INSTALLATION OF ALL ROOF OPENINGS LARGER THAN 6" IN EITHER ROOFING DETAILS AS SHOWN, UNLESS VENT LOCATIONS THAT REQUIRE FLASHING. ROOF PLAN CURBS AND PENETRATIONS, FOR GAS PIPE DIRECTION. USE 1/2" GALV. STL. BARS @ 6" MODIFICATIONS ARE REQUIRED TO MEET SUPPORTS ON ROOF SEE PLUMBING. O.C. EACH WAY. BURGLAR BARS @ RTU'S MANUFACTURER'S WARRANTY REQUIRMENTS. 7. WOOD NAILERS FOR ROOFING SHALL BE SCALE 1/16" = 1'-0" (TREATED WD. BLOCKING SITTING ON THE ROOF PROVIDED BY RTU SUPPLIER. PROVIDED IN LOCATIONS AS REQUIRED MEMBRANE IS NOT AN ACCEPTABLE METHOD 5. ALL EXTERIOR LUMBER (IE: COPING BLOCKING, BY THE ROOFING MANUFACTURER. OF SUPPORTING PIPES.) 3. LOCATE E.M.S. TEMPERATURE SENSOR ON ROOFING BLOCKING, & ROOF CURBS) TO BE OUTSIDE FACE OF WALL @ TELEPHONE DRICON" FIRE RETARDANT TREATED, AND EQUIPMENT ROOM. VERIFY WITH ELECT, DWGS, ALSO PROVIDE RESISTANCE TO DAMAGE FROM NORTH COORDINATE LOCATION & WIRING OF SENSOR DECAY AND TERMITES, NO SUBSTITUTIONS. WITH E.M.S. CONTRACTOR, SEE SPECIFICATIONS. V) ir Ljj O Q N UU co Ld N W 0 Z l� L O 0- w <N ® m'0 Zoo 01 3 n �' o2 ao i�'wo a 3=N m 0 do U ^�;3 om gZ Q,o M a o m=l o� o'> Qo 0 c ® N u� cv om ?c ro m° 15 s am ao °a a � as O C Q U 41 0)0 c U 0 > a Q a � v 0 o Z m m 0 N Q 0 Q J Q W J ® W A N Z Q E Z m m >' Q c 0 Z 0 � '00 < c 0 0. Q U � n.Z QO E0 0 �� *Q LL lea 0LL. �0 i0 L o N 0 N Z a O N O ' # W it W o u? 0 co LL Q O J O 000 F- r U o aM z (L a O 99 LID ®J o U 0) 0� o �. Peas® CONTRACT I i Shoot No. A2m3 n 0 N ROOM FINISH SCHEDULE (SEE MATERIALS BELOW) ROOMS FLOOR BASE WALL #1 WALL #2 WALL #3 WALL #4 CEILING REMARKS RM # ROOM NAME MATERIALS MATERIALS MATERIALS MATERIALS MATERIALS MATERIALS MATERIALS HGT. RM # J W J J J J J J J J J J z ZO ~ �' I' J 0- U Z Z W H W W Z J U_ —� �- Z W Q ?� Z I' Z J } Z W Q ?� Z Q Z J %- Z W m Q ?� V) Z Q Z % Z W 0_ Q U) Z Q m J Z � CJ W U Z Z_ Z N 0_ I- U) Q 0_ Z N F- cn W Q Z N 0_ H- 0 Q Z N Q 0_ I- a Z p W Z Ln Q (n O W m Z 0 Q F- Q > Q m ! Q J Q Q Q a, > Q J Q Q m > Q J Q Q o- > J Q Q � � (n Q � m U Q Q w O U UJj O U J to m 0_ O U J (n m O U J U m 0_ (� O = w W W �' W J X U O 0_ U U Ld U 100 VESTIBULE FC-3 WC-4 P-5 WC-4 WC-4 P-5 WC-4 C-4 100 SALES FC-5 FC-4 FB-1 P-3 P**5 P-3 P**5 P-3 P**5 P-3 P**5 C-4 - 101 * SEE SHEET A2.1F FOR EXTENT ** SEE SHEETS A5.1 & A5.2 FOR EXTENT 101 ROAD SHOP FC*-8 FC-1 * ** FB-1 P-1 P-1 P-1 P-1 C-3 - 106 106 107 STAFF ACCESS FC-6 FB-1 P-2 P-2 PP 32 P-2 C-6 ill -ill 107 FB-1 -2 P-3 PP 32 P-3 C-6 11'-1" 108 * SEE SHEETS A5.1 & A5.2 FOR EXTENT 108 12 VOLT FC-6 PP 109 STAFF ACCESS FC-4 FB-1 P-2 P* 5 C-4 - 109 * SEE SHEETS A5.1 & A5.2 FOR EXTENT 111 TELEPHONE EQUIPMENT FC-1 FB-1 WC-9 WC-9 WC-9 WC-9 C-6 9'-6" 111 123 CORRIDOR FC-1 FB-1 P-1 P-1 P-1 P-1 C-6 9'-0" 123 124 RECEIVING FC-2 FB-1 * WC-9 WC-8 WC-8 C-3 - 124 * AT GYP. BOARD PARTITIONS 125 WAREHOUSE FC-2 FB* 1 WC_g WC-8 WC-9 WC-8 WC-8 C-3 - 125 * AT GYP. BOARD PARTITIONS 127 RETURNS SERVICE STORAGE FC-1 FB-1 WC-9 WC-9 WC-9 WC-9 C-6 12'-0" 127 128 STAGING FC-1 FB-1 P-3 P-3 P-3 P-3 C-4 - 128 129 SYSTEMS ROOM FC-4 FB-1 P-3 P-3 P-3 P-3 C-6 11'-0" 129 131 CUSTOMER SERVICE FC-1 FB-1 P-3 P-3 P-3 C-4 - 131 132 CREDIT OPS/GENERAL OFFICE FC-1 FB-1 P-1 P-1 P-1 P-1 C-4 - 132 133 CUSTOMER WAITING AREA FC-1 FB-1 P-1 P-1 P-1 P-1 C-6 9'-0" 133 134 ASSIST STORE DIRECTOR FC-1 FB-1 P-1 P-1 P-1 P-1 C-6 8'-0" 134 135 VAULT FC-1 FB-1 P-1 P-1 P-1 P-1 C-2 7'-5 3/8" 135 136 E-LEARNING FC-1 FB-1 P-1 P-1 P-1 P-1 C-6 8'-0" 136 137 STUDY ROOM FC-1 FB-1 P-1 P-1 P-1 P-1 C-6 8'-0" 137 138 STORE DIRECTOR FC-1 FB-1 P-1 P-1 P-1 P-1 C-6 8'-0" 138 139 TAG PRINTING FC-1 FB-1 P-1 P-1 P-1 P-1 C-6 8'_0" 139 141 SALES MANAGERS FC-1 FB-1 P-1 P-1 P-1 P-1 C-6 8'-0" 141 P-6 WC-1 P-6 WC-1 P-6 WC-1 P-6 WC-1 C-2 P-6 9'-0" 142 * SEE TOILET ELEVATIONS ON DWG. A4.1. 142 WOMEN FC-1 143 VESTIBULE FC-1 FB-1 P-1 * P-1 * P-1 * P-1 * C-6 9'-O" 143 WC-9 WC-9 WC-3 WC-9 WC* 3 WC-9 C-2 WC-9 10'-0" 144 * WC-3 TO BE INSTALLED FLOOR TO 4'-0" AFF WITHIN 4'-0" OF SINK, SEE 1/A4.1 144 JANITOR FC-1 P-6 WC-1 P-6 WC-1 P-6 WC-1 P-6 WC _1 C-2 P-6 9'-0" 145 *SEE TOILET ELEVATIONS ON DWG. A4.1 145 MEN FC-1 GENERAL FINISH NOTES: WALL COVERINGS: PAINTING SCHEDULE: 1. VERIFY ALL FINISH LOCATIONS WITH OWNER PRIOR TO WC-1 FIBERGLASS REINFORCED PLASTIC PANELS — KEMLITE APPLY THE FOLLOWING AS DESIGNATED (PAINT EQUIVALENTS MAY BE USED ONLY AS SPECIFIED BELOW): INSTALLATION. CORPORATION — "GLASBORD—P" W/ STANDARD MOLDINGS & TRIM - COLOR: #84 IVORY— SEE SPECS. SCHEDULE: 2. ALL FINISH MATERIALS ARE FURNISHED AND INSTALLED BY WOOD SHELVING: WOOD CONTRACTOR EXCEPT AS SPECIFICALLY NOTED. WC-2 NOT USED BENJAMIN MOORE: SHERWIN WILLIAMS: 3. CHECK WITH OWNER FOR LIST OF NATIONAL ACCOUNTS PRIOR 2 COATS SUPER SPEC SANDING SEALER #C267 SPOT PRIME AS NECESSARY. TO PURCHASING MATERIALS. 1 COAT SHERWIN WILLIAMS B28W101 PREPRITE CLASSIC LATEX PRIMER 4. ON ALL OWNER FURNISHED ITEMS, DETERMINE THE QUANTITY 1 COAT SHERWIN WILLIAMS B31 W201 PRO —MAR 200 LATEX S/G, PURE WHITE NEEDED FOR COMPLETION OF THE JOB AND CONTACT CIRCUIT WC-3 PLASTIC PANELS —KEMLITE FIBERGLASS REINFORCED P LASTI CITY CONSTRUCTION MANAGER PRIOR TO STARTING CONSTRUCTION. CORPORATION — "GLASBO W/ STANDARD MOLDINGS GYPSUM DRYWALL (INTERIOR): PROVIDE BENJAMIN MOORE OR SHERWIN WILLIAMS PAINT EQUIVALENT AS SPECIFIED 5. PREP AND PAINT ALL FREE STANDING EXPOSED STEEL COLUMNS & TRIM — COLOR: #85 WHITE — SEE SPECIFICATIONS. BENJAMIN MOORE: SHERWIN WILLIAMS: ON SALES FLOOR P-3 AND INSTALL FB-1 AT BASE. SPOT PRIME AS NECESSARY. SPOT PRIME AS NECESSARY. 6. PROVIDE PLAM, COLOR AS INDICATED, ON ALL SURFACES EXPOSED WC-4 GLAZING — GLASS, REFER TO DETAILS & ELEVATIONS 1 COAT BENJAMIN MOORE SUPER SPEC LATEX PRIMER SEALER 253 # 1 COAT SHERWIN WILLIAMS B28W200 PREPRITE 200 LATEX PRIMER TO VIEW ON ALL COUNTERTOPS, UNLESS OTHERWISE NOTED. FOR SIZE, LOCATION &TYPE. 2 COATS BENJAMIN MOORE DULAMEL EGGSHELL ENAMEL #305 (PUBLIC AREAS) OR, 2 COATS SHERWIN WILLIAMS PRO —MAR 200 LATEX EGG —SHELL 7, SCHEDULED FLOOR FINISHES ARE TO EXTEND UNDER ALL STORE 2 COATS BENJAMIN MOORE SUPER SPEC LATEX EGGSHELL ENAMEL #274 (SUPPORT) FIXTURES (WALL TO WALL). WC-5 NOT USED 8. PROVIDE CLEAR FLOOR ADHESIVE FOR AREAS TO RECEIVE COMPOSITE FLOORING. 9. ADD 6 FT CLEAR VINYL CORNER GUARDS AT OUTSIDE CORNERS WC-6 NOT USED IN AREAS WHERE WALLS ARE COVERED WITH VINYL, AND AT PAINTED CASED OPENINGS IN OFFICE AREAS. WC-7 NOT USED. METAL DOORS AND FRAMES (EXTERIOR): PROVIDE BENJAMIN MOORE OR SHERWIN WILLIAMS PAINT EQUIVALENT AS SPECIFIED 10. REFERENCE A2.1F FOR EXTENT OF FLOOR COVERINGS. BENJAMIN MOORE: SHERWIN WILLIAMS: FLOOR BASES: SPOT PRIME AS NECESSARY. SPOT PRIME AS NECESSARY. WC-8 UNFINISHED CMU 1 COAT BENJAMIN MOORE INDUSTRIAL ALKYD METAL PRIMER #MO6 1 COAT SHERWIN WILLIAMS B50WZ1 KEM—KROMIK METAL PRIMER FB-1 VINYL COVE BASE — ROPPE #100, 4" MATTE BLACK 1 COAT BENJAMIN MOORE INDUSTRIAL URETHANE ALKYD GLOSS ENAMEL #M22 2 COATS SHERWIN WILLIAMS B54WZ101/B54W101 SW INDUSTRIAL ENAMEL WC-9 FINISHED DRYWALL (UNPAINTED) TAPED, SPACKLED & METAL DOORS AND FRAMES (EXTERIOR) TO BE PAINTED EP-5: SANDED SMOOTH. NO WALL COVERING OR PAINT. 1 COAT BENJAMIN MOORE INDUSTRIAL ALKYD METAL PRIMER #MO6 1 COAT BENJAMIN MOORE IMPERVO ALKYD HIGH GLOSS METAL & WOOD ENAMEL #133 FLOOR COVERINGS: PAINT (INTERIOR COLORS): EXPOSED EXTERIOR STRUCTURAL STEEL, RAILINGS & BOLLARDS: PROVIDE BENJAMIN MOORE OR SHERWIN WILLIAMS PAINT EQUIVALENT AS SPECIFIED FC-1 EXPOSED CONCRETE SEALER — L & M SEAL —HARD AND BENJAMIN MOORE: SHERWIN WILLIAMS: L & M AQUAPEL PLUS WATER REPELLENT P-1 BENJAMIN MOORE #AC-34 "CAPE HATTERAS SAND". 1 COAT BENJAMIN MOORE INDUSTRIAL ALKYD METAL PRIMER #MO6 SPOT PRIME AS NECESSARY. FC-2 EXPOSED CONCRETE SEALER — L & M SEAL —HARD P-2 BENJAMIN MOORE BASE 4C #HC-166 "KENDALL CHARCOAL". 1 COAT BENJAMIN MOORE INDUSTRIAL URETHANE ALKYD GLOSS ENAMEL #M22 1 COAT SHERWIN WILLIAMS B50WZ1 KEM—KROMIK METAL PRIMER 2 COATS SHERWIN WILLIAMS B54WZ101/B54W101 SW INDUSTRIAL ENAMEL FC-3 ENTRANCE MATTING — MATS, INC., ENTRY WAY MATTING, P-3 BENJAMIN MOORE BASE 4C #HC-93 "CARRINGTON BEIGE". DIAGONAL TILE, STANDARD CHARCOAL, 19.5" x 19.5", P-4 BENJAMIN MOORE #2021-30 "SUNSHINE" CONCRETE MASONRY UNITS (SPLIT FACE EXTERIOR): PROVIDE ICI DULUX, BENJAMIN MOORE, SHERWIN WILLIAMS, OR INDURON PAINT EQUIVALENT AS SPECIFIED BASKET —WEAVE PATTERN SQUARE WITH FRONT WALL, ICI DULUX: BENJAMIN MOORE: COLOR CHARCOAL, SEE SPECIFICATIONS. P-5 BENJAMIN MOORE BASE 4C #HC-95 "SAG HARBOR GRAY". 1 COAT ICI BLOXFIL ACRYLIC LATEX BLOCK FILLER 4000 1 COAT BENJAMIN MOORE ACRYLIC MASONRY SEALER #066 P-6 BENJAMIN MOORE BASE 4C # OC-40 "ALBESCENT". 2 COATS ICI ELASTOMERIC (SMOOTH) 2260 2 COATS BENJAMIN MOORE ACRYLIC ELASTOMERIC FINE TEXTURE #060 FC-4 CARPET TILE — MANNINGTON COMMERCIAL, STYLE #CIR5M, COLOR #AM25 CARPET TILE, 1/4 TURN, SQUARE WITH ROOM. INDURON SHERWIN WILLIAMS: PRIMER / SEALER: INDURON AC 402 MASONRY SEALER AT 0.5 MILS DFT 1 COAT SHERWIN WILLIAMS LOXON SUFACER INTERMEDIATE COAT: INDURON AC 403 ELASTOMERIC ACRYLIC AT 6.0 MILS DFT 2 COATS SHERWIN WILLIAMS CONFLEX XL HIGH BUILD COATING FC-5 VCT — MANNINGTON COMMERCIAL, DESIGNER ESSENTIALS, #283 CEILINGS: FINISH COAT: INDURON AC 403 ELASTOMERIC ACRYLIC AT 6.0 MILS DFT ELASTOMERIC SYSTEM — TOTAL DFT— 12-15mils, 10 OR LESS PINHOLES GOLDEN OCHRE, 12" x 12", BASKET —WEAVE PATTERN SQUARE PER SQUARE FOOT REQUIRED FOR WATERPROOFING SYSTEM. WITH ROOM, SEE SPECIFICATIONS. C-1 NOT USED FC-6 RECYCLED RUBBER FLOORING — MATS INC., DECATHELON, CONCRETE MASONRY UNITS (SMOOTH FACE EXTERIOR): PROVIDE ICI DULUX, BENJAMIN MOORE, SHERWIN WILLIAMS, OR INDURON PAINT EQUIVALENT AS SPECIFIED GRANITE 40%, INSTALLED SQUARE WITH ROOM, SEE ICI DULUX: BENJAMIN MOORE: SPECIFICATIONS. C-2 GYPSUM BOARD — 5/8" GYPSUM BOARD ON METAL SUSPENSION 1 COAT ICI BLOXFIL ACRYLIC LATEX BLOCK FILLER 4000 1 COAT BENJAMIN MOORE ACRYLIC MASONRY SEALER #066 SYSTEM. 2 COATS ICI ELASTOMERIC (SMOOTH) 2260 2 COATS BENJAMIN MOORE ACRYLIC ELASTOMERIC FINE TEXTURE #050 FC-7 NOT USED. C-3 EXPOSED CONSTRUCTION — UNPAINTED INDURON SHERWIN WILLIAMS: FC-8 VCT — GCOMMERCIAL, DESIGNER ESSENTIALS, #208 GERANIUUMM,, 1122" x x 1 12", BASKET —WEAVE PATTERN SQUARE WITH C-4 EXPOSED CONSTRUCTION. PAINT ALL EXPOSED ITEMS UP TO & PRIMER / SEALER: INDURON AC 402 MASONRY SEALER AT 0.5 MILS DFT 1 COAT SHERWIN WILLIAMS LOXON SUFACER ROOM, SEE SPECIFICATIONS. INCLUDING ROOF DECK w/ P-5 (DRY FALL SPRAY). INTERMEDIATE COAT: INDURON AC 403 ELASTOMERIC ACRYLIC AT 6.0 MILS DFT 2 COATS SHERWIN WILLIAMS CONFLEX XL HIGH BUILD COATING FINISH COAT: INDURON AC 403 ELASTOMERIC ACRYLIC AT 6.0 MILS DFT ELASTOMERIC SYSTEM — TOTAL DFT— 12-15mils, 10 OR LESS PINHOLES C-5 NOT USED PER SQUARE FOOT REQUIRED FOR WATERPROOFING SYSTEM. C-6 LAY —IN ACOUSTICAL PANELS — ARMSTRONG FISSURED, 24" X 48" X 5/8", SQUARE EDGED NON —SCORED PANELS, EXTERIOR INSULATION AND FINISH SYSTEM: PROVIDE BENJAMIN MOORE OR SHERWIN WILLIAMS PAINT EQUIVALENT AS SPECIFIED #755 IN ARMSTRONG 15/16" LOW GLOSS WHITE TEE GRID SYSTEM. BENJAMIN MOORE: SHERWIN WILLIAMS: 1 COAT BENJAMIN MOORE MOORECRAFT SUPERSPEC LATEX EXTERIOR PRIMER 1 COAT SHERWIN WILLIAMS MASONRY PRIMER LOXON ACRYLIC A24W300 SERIES (TINT SIMILAR TO FINISH COATS) (TINT SIMILAR TO FINISH COATS) 2 COATS BENJAMIN MOORE MOORECRAFT SUPERSPEC LATEX EXTERIOR 2 COATS SHERWIN WILLIAMS A100 EXTERIOR LATEX SATIN A82 SERIES PLASTIC LAMINATES: EXTERIOR INSULATION & FINISH SYSYEM: LOW LUSTER HOUSE PAINT ULTRA BASE 185 PL-1 PLASTIC LAMINATE - NEVAMAR - BRONZE MATRIX TEXTURED, MR2007T EIFS-1 DRYVIT #102 "BRITE WHITE", QUARZPUTZ FINISH CONCRETE MASONRY UNITS (INTERIOR): PROVIDE BENJAMIN MOORE OR SHERWIN WILLIAMS PAINT EQUIVALENT AS SPECIFIED BENJAMIN MOORE: SHERWIN WILLIAMS: 1 COAT BENJAMIN MOORE LATEX BLOCK FILLER #M88 1 COAT SHERWIN WILLIAMS B25W25 PREPRITE BLOCK FILLER PAINT (EXTERIOR COLORS): 1 COAT BENJAMIN MOORE SUPER SPEC CALCAMIDE RECOATER ALKYD FLAT #306 2 COATS SHERWIN WILLIAMS B20W201 PRO —MAR 200 LATEX EG—SHEL EP-1 BENJAMIN MOORE "CIRCUIT CITY GOLD" "413" METAL DOORS AND FRAMES (INTERIOR): PROVIDE BENJAMIN MOORE OR SHERWIN WILLIAMS PAINT EQUIVALENT AS SPECIFIED ULTRA BASE 185 + YW 7X11 + BENJAMIN MOORE: SHERWIN WILLIAMS: TG 0.5 + MA9 + WH 1X 1 COAT BENJAMIN MOORE INDUSTRIAL ALKYD METAL PRIMER #M06 SPOT PRIME AS NECESSARY. EP-2 BENJAMIN MOORE #1025 (LIGHT TAN) 1 COATS BENJAMIN MOORE INDUSTRIAL URETHANE ALKYD GLOSS ENAMEL #M22 1 COAT SHERWIN WILLIAMS B50WZ1 KEM—KROMIK METAL PRIMER (SPOT PRIME IF NECESSARY) 2 COATS SHERWIN WILLIAMS B54WZ101/B54W101 SW INDUSTRIAL ENAMEL EP-3 BENJAMIN MOORE #2021-30 "SUNSHINE" EXPOSED CEILING CONSTRUCTION UP TO &INCLUDING ROOF DECK IN SALES AREA, SEE C-4. EP-4 BENJAMIN MOORE #1020 (DARK TAN) BENJAMIN MOORE: SHERWIN WILLIAMS: 1 COAT BENJAMIN MOORE M53 1 COAT SHERWIN WILLIAMS B42WJ5 WATERBORNE ACRYLIC DRYFALL. PAINT DRY FILM MIL THICKNESS-2 MIL EP-5 BENJAMIN MOORE #23 "CARNIVAL RED" SWEEP —UP SPRAY LATEX FLAT SPREAD RATE-150 SF/GAL PAINT DRY MIL THICKNESS — 2 MIL COLOR TO MATCH P-5 COLOR TO MATCH P-5 MASONRY (EXTERIOR): MV-1 FOSSIL REEF CORAL STONE BY CULTURED STONE. ASHLAR PATTERN MV-2 FOSSIL REEF CORAL STONE BY CULTURED STONE: 4" X 12" PIECES LAID TO CREATE BANDING. MV-3 BRICK EQUAL TO ENDICOTT TILE COMPANY. STYLE: "DESERT IRONSPOT". 3 COURSES EQUAL 8". LOGO PLAQUE (EXTERIOR): LP-1 MANUFACTURER: PINEAPPLE GROVE DESIGNS, SIZE: 16" X 16; COLOR: EQUAL TO "TERRAIN TAULPE", 4 2 PATTERN: DESIGN #0406 RADIAL SUN 3 WALL KEY (REFERS TO ROOM FINISH SCHEDULE) O Q �Jn NN LA W 0 V 0 o: Z w a aN 4. ® 3 ono cv =oo o a q 0 . m � x 0 z L. a o 0 ti oa C• CD co m0 m> CD lV c CM o m m° mo as °a IL oil, 'I I a 0 m 0 U > 0 L. Q o_ 4- 0 w > 0 m N 0 2 c�i O co Z 0 a Q W Lu V J J CL W ® W Z ® >Q c = 2 U 0 V C a U o® ®R 0 ®� 0 as QO E0 ro� ® Z o roQ ®< 20 F-w U) Ooe c9 N ® N Z a O N ® o //// Q I # U) i N 0 cc CO W 0 L? J t— �0 W® �- low CO U 0 a va L0 0 0 .. W (L 0 E e CONTRACT Sheet No. A2m4 0 N N NO. SIZE SF1A 3'-3 7/8" x 7'-l" SF1B 3'-3 7/8" x 7'-l" SF3 3'-3 7/8" x 7'-l" SF4 3'-3 7/8" x 7'-l" L E a RJ N S U i 6 T'. c ul Q, v v 3 0 0 v Li W v v a 0 +' in 0 a E E z i v Z) m 3 L0 CU Q 0 00 c° v J L O 6 0i (U N N Ln A U U U Y v E 0 v DOOR TYPE DOOR MATL FRAME MATL JAMB DET HEAD DET LABEL KEY- SIDE ROOM NO. DR./FRAME COLOR REMARKS PULL SIDE PUSH SIDE E GL/ALUM. ALUM. * * EXT/100 AL AL * SEE DWG. A2.6 & A3.3. DETECTION TO ALLOW BOTH ENTER & EXIT FUNCTIONS OF AUTO. SLIDER. SEE A2.6 FOR SIGNAGE REQUIREMENTS. E GL/ALUM. ALUM. * * EXT/100 AL AL * SEE DWG. A2.6 & A3.3. DETECTION TO ALLOW BOTH ENTER & EXIT FUNCTIONS OF AUTO. SLIDER. SEE A2.6 FOR SIGNAGE REQUIREMENTS. E GL/ALUM. ALUM. * * - AL AL * SEE DWG. A2.6 & A3.3. DETECTION TO ALLOW BOTH ENTER & EXIT FUNCTIONS OF AUTO. SLIDER. SEE A2.6 FOR SIGNAGE REQUIREMENTS. E GL/ALUM. ALUM. * * - AL AL * SEE DWG. A2.6 & A3.3. DETECTION TO ALLOW BOTH ENTER & EXIT FUNCTIONS OF AUTO. SLIDER. SEE A2.6 FOR SIGNAGE REQUIREMENTS. 1 2 10'-0" x 10'-2" 10'-0" x 10'-2" F F STL STL STL STL 9/A2.5 9/A2.5 2/A3.2 2/A3.2 106 106 EP-5 EP-5 P-1 P-1 PROVIDE DOOR LIFT AS HIGH AS POSSIBLE. HARDWARE BY DOOR MANUFACTURER. PROVIDE EXHAUST PORT IN DOOR PROVIDE DOOR LIFT AS HIGH AS POSSIBLE. HARDWARE BY DOOR MANUFACTURER. PROVIDE EXHAUST PORT IN DOOR 3 3'-0" x 7'-0" A HM HM 4/A2.5 1 /A2.5 EXT EP-5 P-1 ARMORSHIELD TYPE DOOR w/ FACTORY APPLIED ASTRAGAL. 4 4'-1" x 7'-6" I STL STL 13/A2.5 12/A2.5 3/4 HR. - - - PROVIDE OPTIONAL MAGNETIC HOLDER W BATTERY BACKUP FOR INTERLOCK W/ SMOKE DETECTORS - PAINT HOOD & RAILS P-1. VERIFY DOOR SIZE. 5 3'-0" x 7'-0" C HM HM 6/A2.5 3/A2.5 C 106/133 P-1 P-1 RATED DOOR & FRAME - 4" x 24" VISION PANEL 6 3'-0" x 7'-0" A HM HM 6/A2.5 3/A2.5 108 P-2 P-3 7 3'-0" x 7'-0" A HM HM 4/A2.5 1/A2.5 - EP-4 P-1 ARMORSHIELD TYPE DOOR w/ FACTORY APPLIED ASTRAGAL. NO VISIBLE EXTERIOR HARDWARE. 8 8'-0" x 10'-0" F STL STL 9/A2.5 3/A3.2 124 EP-4 P-1 9 2'-11" x 2'-11" A HM HM 7/A2.5 7/A2.5 SIM 124 P-1 EP-4 10 (1) 3'-6" x 8'-0"/(1) V-6" x 8'-0" C/A HM HM 6/A2.5 3/A2.5 101 P-3 P-3 H6 AND 4" x 24" VISION PANEL IN 3'-6" DOOR LEAF ONLY 11 3'-0" x 7'-0" A HM HM 6/A2.5 3/A2.5 133 P-1 P-1 12 V-8" x 5 1/4" H - HM 11 /A2.5 1 O/A2.5 135 P-1 P-1 VAULT PASS THROUGH WINDOW. SEE DETAIL 10/A2.5 w/ PLAM DOOR. 13 2'-6" x S-0" - STL STL 7/A2.7 - 106 - P-4 ROOF HATCH 14 3'-0" x 7'-0" A HM HM 4/A2.5 1/A2.5 - EP-4 P-3 ARMORSHIELD TYPE DOOR w/ FACTORY APPLIED ASTRAGAL. NO VISIBLE EXTERIOR HARDWARE. SEE NOTE TO DESIGNER BELOW 15 NOT USED 16 (1) 3'-6" x 7'-0"/(1) V-6" x 7'-0" C/A HM HM 6/A2.5 3/A2.5 125 P-1 P-1 4" x 24" VISION PANEL IN 3'-6" DOOR LEAF ONLY 17 NOT USED 18 4'-0" x 7'-0" C HM HM 6/A2.5 3/A2.5 128 P-3 P-3 4" x 24" VISION PANEL 19 NOT USED 20 3'-0" x 7'-0" C HM HM 6/A2.5 3/A2.5 133 - - 4" x 24" VISION PANEL 21 3'-0" x 7'-0" C HM HM 6/A2.5 3/A2.5 123 P-1 P-1 4" x 24" VISION PANEL 22 3'-0" x 7'-0" C HM HM 6/A2.5 3/A2.5 101 - - 4" x 24" VISION PANEL 23 NOT USED 24 3'-0" x 7'-0" A HM HM 6/A2.5 3/A2.5 132 P-1 P-1 25 3'-0" x 7'-0" C HM HM 6/A2.5 3/A2.5 137 P-1 P-1 4" x 24" VISION PANEL 26 3'-0" x 7'-0" C HM HM 6/A2.5 3/A2.5 123 P-1 P-1 4" x 24" VISION PANEL 27 3'-0" x 7'-0" A HM HM 6/A2.5 3/A2.5 123 P-1 P-1 PROVIDE ROOM IDENTIFICATION SIGN - "STORE DIRECTOR" - SEE SPECS. 28 3'-0" x 7'-0" B HM HM 6/A2.5 3/A2.5 143 P-1 P-1 24" x 36" VISION PANEL 29 3'-0" x 7'-0" B HM HM 6/A2.5 3/A2.5 123 P-1 P-1 24" x 36" VISION PANEL, PROVIDE MINI -BLINDS, SEE NOTE #16 ON A2.1, PROVIDE ROOM IDENTIFICATION SIGN - "ASSISTANT STORE DIRECTOR" - SEE SPECS. 30 3'-0" x 7'-0" A HM HM 6/A2.5 3/A2.5 123 P-1 P-1 PROVIDE ROOM IDENTIFICATION SIGN - "SALES MANAGERS" - SEE SPECS. 31 3'-0" x 7'-0" A HM HM 6/A2.5 3/A2.5 - P-6 P-1 PROVIDE ROOM IDENTIFICATION SIGN - "WOMEN" AND HANDICAP SYMBOL - SEE SPECS, 32 33 3'-0" x 7'-0" 3'-0" x 7'-0" A A HM HM HM HM 6/A2.5 6/A2.5 3/A2.5 3/A2.5 123 - P-1 P-6 P-1 P-1 PROVIDE ROOM IDENTIFICATION SIGN - "JANITOR" - SEE SPECS. SEE DWG. A4.1 FOR PARTITION THICKNESS PROVIDE ROOM IDENTIFICATION SIGN - "MEN" AND HANDICAP SYMBOL - SEE SPECS. 34A 14'-0" HIGH OVERHEAD ROLLING GRILLE G STL STL - - 100 FACTORY FINISH OVERHEAD ROLLING GRILLE, VERIFY EXACT WIDTH PROVIDE INTERIOR KEYSWITCH & EXTERIOR WEATHERPROOF KEYSWITCH. PAINT HOOD P-5. 34B 14'-0" HIGH OVERHEAD ROLLING GRILLE G STL STL - - 100 FACTORY FINISH OVERHEAD ROLLING GRILLE, VERIFY EXACT WIDTH PROVIDE INTERIOR KEYSWITCH & EXTERIOR WEATHERPROOF KEYSWITCH. PAINT HOOD P-5. 35 2'-8"x7'-O" (@TOWER ON ROOF) A HM HM 5/A2.5 2/A2.5 EXT EP-2 P-1 SEE SILL DETAIL 8/A2.5, DEADLOCK @ 48" ABOVE ROOF 36 2'-8"x7'-O" (@TOWER ON ROOF) A HM HM 5/A2.5 2/A2.5 EXT EP-2 P-1 SEE SILL DETAIL 8/A2.5, DEADLOCK @ 48" ABOVE ROOF NOTE: ALL HOLLOW METAL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. TYPE 2 GLASS @ DOORS #10, 16, 18&21--\ Q TYPE 4 TYPE GLASS GLASS i 2" 2" 10 HM 2 FRAME N TYPE 2 GLASS o j N 11 2. CA iv SURFACE BOLT N (TYPICAL OF 2) .d SEE DOOR SCHED. CD�n HINGE -1 SEE DOOR SCHED in MIX �2 M9A (EXT), M9 (INT), T2, BALANCE OF HARDWARE BY DOOR MANUFACTURER M9A (EXT), M9 (INT), T2, BALANCE OF HARDWARE BY DOOR MANUFACTURER T2, M9, M9A AND BALANCE OF HARDWARE BY DOOR MANUFACTURER T2, M9, M9A AND BALANCE OF HARDWARE BY DOOR MANUFACTURER M1 Ml H2, E3, C2, T1, W1, M2, M913, M9D, M10 BY DOOR MANUFACTURER H4, L9, C2A, S1, K1, M10, M4A, (2)M8 H4, L4, C3, K1, S2, M10, M4A, (2)M8 H2, C2, T1, W1, PL1, M2, M9D, M10 M1 H9, L6 H4, H6, L4, C3, K2B, K2C, (2)S1, M5, M6, M6A, (2/3)M10 H4, L4, C2A, K1, S1, M10, M4A, (2)M8 H8, M11 MIA H2, C2, T1, W1, M9D, PL3, MAG, MAG2 (2)H4, L4, C3, K2, K2B, (2)S1, (2)M6, (2/3)M10, M5A H5, C2A, K2A, S2, L4, M10 H4, L4, C2A, S2, M10 H4, L4, C2A, K1, S1, M10 H4, L7, C2A, S2, M10 H4, L4, D2, M10, C2A, M2, S2 H4, L1, S1, M10 H4, M10, K1, C2A, S1, P1, P1A H4, L3, S2, M10 MAG, MAG2, E3G, H4, C2A, M4, (2)M8, M913, M9D, K1 H4, L3, S2, M10 H4, L3, S2, M10 H4, C3, K1, P1, PIA, S1, M10, T3 H4, L4, C3, K2, S2, M10, T3 H4, C3, K1, P1, P1A, S1, M10, T3 (2)M9D ( U-CHANGE CYLINDERS BY GATE MFR. ) (2)M9D ( U-CHANGE CYLINDERS BY GATE MFR. ) H4, P1, D2, T1, W1, DC1 H4, P1, D2, T1, W1, DC1 FINISH FLOOR EXHAUST PORT WHERE INDICATED - SEE SCHEDULE STEEL ROLLING COUNTER FIRE DOOR HM DOOR HM DOOR HM DOOR NOT USED SLIDING ALUM DOOR OVERHEAD SECTIONAL DOOR OVERHEAD ROLLING GRILLE (CASH OFFICE SIDE) (ROADSHOP SIDE) A B C D E F G H DOOR TYPES NOTE: SEE A2.6 FOR GLASS TYPES SCALE : NTS AR = ADAMS-RITE GL = GLYNN JOHNSON KA=KAWNEER NA = NATIONAL GUARD RX = RIXON SR = SARGENT & GREENLEAF DE = DETEX GM = GIRTMAN & ASSOCIATES LC = LCN PB = PBB, INC. SC = SCHLAGE ST = STANLEY HARDWARE LEGEND DY = DYNALOCK CORP. V = HAB.E VESNGE MA = MARKARI INC. RU = RUTHERFORD FR SN = SECURITRON UC = U-CHANGE INDUSTRIES VO = VON DUPRIN HINGE: (1 1/2 PAIRS PER LEAF, 2 PAIRS ® LEAFS 4' WIDE) PROTECTION PLATES PRODUCT AND PERFORMANCE REQUIREMENTS: NOTES: H1 NOT USED K1 (RO) (1) PROTECTION PLATE KP-18 GAUGE 8" x 34"; US32D 1. GIRTMAN & ASSOCIATES, INC. IS TO PROVIDE H2 (PB) (3) HINGES MAX 4B81, 4 1/2" x 4 1/2" K2 (RO) (1) PROTECTION PLATE K1038 GAUGE 30" x 34"; US32D PROVIDE THE FOLLOWING GUARANTEES AND H3 NOT USED K2A (RO) (1) PROTECTION PLATE KP-18 GAUGE 30" x 46"; US32D PERFORMANCES: CONSTRUCTION KEYS AND FINAL KEYS FOR ALL LOCKS. H4 (PB) (3) HINGES B881 4 1/2" x 4 1/2"; US26D K2B (RO) (1) PROTECTION PLATE K1038 30" x 16"; US32D 1. THE HARDWARE INSTALLER SHALL 2. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION H5 (MA) (1) CONTINUOUS HINGE FS-202, 83 1/8" x MOLLY JACK, K2C (RO) (1) PROTECTION PLATE K1038 30" x 40"; US32D TRANSMIT TO THE OWNER: OF THE CYLINDERS, WHICH WILL ARRIVE SET SLEEVE BOLT & MACHINE SCREWS; SILVER FOR CONSTRUCTION. KEYS. OWNER IS RESPONSIBLE H6 (MA) (1) CONTINUOUS HINGE FS-202, 95 1/8" x MOLLY JACK, PUSH/PULL (SEE NOTE 6) (A) CERTIFICATION THAT HE HAS INSPECTED FOR KEYING SCHEDULE AND FINAL KEYING OF LOCKS. SLEEVE BOLT & MACHINE SCREWS; SILVER P1 (RO) (1) DOOR PULL 125 x 70C; US32D THE HARDWARE INSTALLATION AND THAT H7 (VO) (1) ELECTRIC POWER TRANSFER HINGE (10 WIRE) EPT-10 P1A (RO) (1) PUSH PLATE 70C 4 x 16; US32D ALL HARDWARE IS IN PERFECT OPERATION 3. INSTALL CLOSERS, ON NON -SALES OR NON-PUBLIC ALUM THRESHOLD H8 (ST) (1) CONTINUOUS HINGE SC311, 1 1/16 x 30; US14 P2 PUSH/PULL HANDLE, FIN TO MATCH DOOR AFTER ALL HARDWARE IS INSTALLED AND SIDE OF DOOR WHEN EVER POSSIBLE. H9 (MA) (1) CONTINUOUS HINGE FS-202, 34 1/4" x MOLLY JACK, FRAME (BY DOOR MFR) PRIOR TO THE ARCHITECT'S FINAL INSPECTION. THRU-BOLT ALL CLOSERS ON DOORS. 3" SLEEVE BOLT & MACHINE SCREWS; SILVER H10 (PB) (1) HINGE BB81 EL-4, 4 1/2" X 4 1/2" DEADBOLT (B) A BINDER WHICH CONTAINS A FINISH 4. PROVIDE SILENCERS (M-10) ON ALL HM FRAMES. H11 (ST) (1) ELECTRIC HINGE CEFBB179-58, 4 1/2" X 4 1/2"; US26D HARDWARE SCHEDULE OF HDWE PROVIDED, H12 (PB) (3) HINGES WTBB81, 4 1/2" x 5" D1 NOT USED CATALOGUE CUT SHEETS AND MAINTENANCE 5, ALL HARDWARE INDICATED IN HARDWARE LEGEND MAY NOT D2 (SC) (1) DEADLOCK B660P 12-631; 626 & ADJUSTMENT MANUALS FOR ALL HARDWARE H12A (PB) (1) ELECTRIC HINGE WTBB81 EL-4, 4 1/2" x 5" BE USED ON THIS PROJECT. SEE DOOR SCHEDULE FOR SET IN FULL BED ( ) ( ) STOPS (PROVIDE 1 PER LEAF) PROVIDED, CLEARLY IDENTIFYING THE H13 2 BOTTOM PIVOTS BY DR MFR EXTENT OF HARDWARE. OF SEALANT & HARDWARE SUPPLIER AND INSTALLER. SEAL BOTH ENDS LOCKSETS S1 (RO) (1) DOME STOP 440; US26D 6. PUSH/PULL PLATES ARE TO BE MOUNTED WITH CENTERLINE T-3 AGAINST JAMBS. Ll (SC) (1) PASSAGE SET D10S RHO; 626 S2 (RO) (1) WALL BUMPER 409; US26D 2. ALL QUESTIONS & ORDERS REGARDING HOLLOW METAL @ 40" AFF. ALSO SEAL BASE 1­2 (SC) (1) LOCKSET D94PD RHO; 626 THRESHOLDS DOORS & FRAMES AND HARDWARE SHALL BE DIRECTED TO: OF HM FRAME TO L3 (SC) (1) LOCKSET D73PD RHO; 626 7. UNLESS NOTED OTHERWISE, ALL HOLLOW METAL DOORS, FLOOR & FRP. L4 (SC) (1) LOCKSET D80PD RHO; 626 T1 (NA) (1) THRESHOLD 896 V x 36"; AL GIRTMAN & ASSOCIATES, INC. HOLLOW METAL FRAMES, AND HARDWARE ARE SUPPLIED L5 NOT USED T2 BESAM PUBLIX THRESHOLD W/ LEAD UP (BY SLIDING DOOR MANUF) 7115 COCKRILL BEND BOULEVARD BY GIRTMAN & ASSOCIATES, INC. L6 (SC) (1) LOCKSET D82PD RHO; 626 T3 ( NA) () 1 THRESHOLD 411 x 36"; AL NASHVILLE, TN 37209 ( tel- 615-350-6000 8. G.C. TO VERIFY KEY SWITCH FOR DOOR 34A & 34B WILL L7 (SC) (1) LOCKSET D70PD RHO; 626 L8 NOT USED WEATHERSTRIPPING fax- 615-350-6686 WORK WITH U-CHANGE CYLINDER. L9 (SC) (1) LOCKSET D72PD RHO; 626 W1 (NA) (1) GASKETING 160 V 1 x 36" +2 x 84" L9A (SC) (1) LOCKSET L9082P 06A; 626 MISCELLANEOUS FRAME DETAIL NOTES: VESTIBULE EXIT DEVICES M1 (UC) (1) PADLOCK 31P001A130; 626 1. COORDINATE FRAME SIZE WITH WALL/PARTITION THICKNESS. INTERIOR FLOOR AUTOMATIC ALUM E1 NOT USED MIA (UC) (1) PADLOCK 31P001A130 1 1/2" SHACKLE; 626 FINISH MATERIAL SLIDING DOOR E2 NOT USED M2 (RO) (1) DOOR VIEWER 622; US26D 2. PROVIDE A MINIMUM OF 3 ANCHORS PER JAMB. OR CONCRETE E3 (VO) (1) EXIT DEVICE CD 98L X 992L-R&V 425-SNB; US26D M3 NOT USED SIDEWALK VESTIBULE MAT E3A (VO) (1) EXIT DEVICE 98L X 992L-R&V 425-SNB 48"; US26D M4 (VO) (1) ELECTRIC STRIKE 6112 FSE 24VDC; US32D 3. APPLY SEALANT AROUND THE ENTIRE FRAME PERIMETER OF E313 (VO) (1) EXIT DEVICE CX 98L-F X 992L-R&V; US26D M4A (VO) (1) ELECTRIC STRIKE 6211 FSE 24VDC; US32D ALL EXTERIOR AND INTERIOR FRAMES. SEALANT APPLICATION AT E3C NOT USED M413 (VO) (1) ELECTRIC STRIKE 6223 FSE 24VDC; US32D INTERIOR FRAMES SHALL CLOSE THE GAP BETWEEN THE WALL 5" E31D NOT USED M4C (VO) (1) ELECTRIC STRIKE 6210 FSE 24VDC; US32D SURFACE AND THE FRAME AND SHALL NOT CREATE A COVE. E3E NOT USED M5 (HA) (1) ASTRAGAL 835S x 96"; P VINYL INSERT E3F (VO) (1) EXIT DEVICE CX 98L x 992L 425-SNB; US26D 4. TURN THROUGH WALL FLASHING UP 2" AGAINST INSIDE WALL M5A (HA) (1) ASTRAGAL 8355 x 84"; P SET IN FULL BED E3G (VO) (1) FIRE EXIT DEVICE 98L-F X 992L-R&V 425-SNB; US26D M6 (HA) (1) FLUSH BOLT 282D; US26D SURFACE @ FURRED FINISHES. SEALANT PL1 (SR) (1) ARM A DOR A101-002-US28 M6A (HA) (1) FLUSH BOLT 282D 25"; US26D OF ' PL2 NOT USED M7 NOT USED 41/2 PL3 (SR) (1) ARM A DOR A101-012; US28 M8 (GM) (1) CARD SWIPE BOX - MAG ; (SN) (1) DELAYED EGRESS MAGLOCK IMXD-24 CARD READER TO BE INSTALLED INSIDE - BY OWNER ALUM THRESHOLD •\ ALUM THRESHOLD SET MAG2 (SN) (1) POWER SUPPLY BPS-24-1 w/ BATTERY BACKUP M9 (UC) (1) THUMBTURN CYLINDER 7181 TK1-25-1 1/8"; 626 IN FULL BED OF SEALANT, M9A (UC) (1) MORTISE CYLINDER 316A01A1D2; 626 CLOSER (SEE NOTE 3) T-1 LEVEL w/SHIMS, T-2 M9B (UC) (1) RIM CYLINDER 319RLA132; 626 SECURE w/F.H. #12 C1 NOT USED M9C (SC) (1) MORTISE CYLINDER 20-001 1 1/8"; 626 SCREWS TO FLOOR C2 (LC) (1) CLOSER 4041 CUSH TBMS/SRT ;AL M9D (UC) (1) MORTISE CYLINDER 316B01A1D2; 626 ANCHORS BY INSTALLER C2A (LC) (1) CLOSER 1521 REG 62PA TBMS/SRT; AL M9E (UC) (1) MORTISE CYLINDER 316F01A1D2; 626 C3 (LC) (1) CLOSER 1521 H 62PA TBMS/SRT; AL M10 (HA) (3) DOOR SILENCERS) 307D; GREY NOTE: SEE HARDWARE LEGEND FOR THRESHOLD DESCRIPTION C4 CONCEALED OVERHEAD PIVOT/CLOSER w/HOLD OPEN (BY DR MFR) M11 (IV) (2) SURFACE BOLT 043 B 3"; 26D M12 SURFACE MOUNTED SWING DOOR OPERATOR OR EQUAL TO BESAM POWER SWING SURFACE MOUNTED OPERATOR - SEE SPECIFICATIONS. SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR. THRESHOLD DETAILS M13 FINGERGUARDS (BY DOOR MFR.) DC1 (NA) (1) DRIP CAP 16AD 36"; SCALE : NTS N0. CIVIL)Y vv METAL PANEL v . THRU WALL SF1A FLASHING ° v v, SEAL SF1 B WEATHERTIGHT a SF WEEP HOLES v o TYP BOTH SIDES. @ 16" OC-� METAL DRIP- SF4 STL LINTEL '' SEALANT SEE STRUCT. DWGS. 5 3/4" CENTER HEAD ON WALL SEE PARTITION TYPE FOR GYP BD THK, LAYERS & MET. STUD SIZE i/2' TYP. R 1 15/16" TO ENTER;. BOXED HEADER - (2) 6" METAL STUDS W/ (2) 6" (18 GA.) METAL RUNNERS K�1 AD 2HEAD 1 �.5SCALE : 1 1/2"=1'-0" A2.rJ SCALE : 1 1/2"=1'-0" 2 3 HM FRAME w/ 3 ANCHORS PER SIDE 4 CM — a 5 d 4 ra a 6 1-'i° + 7 8 a �.. SEALANT CONT. METAL PANEL 9 FILL W/ BOTH SIDES. w/ EDGE TRIM 10 GROUT J SEALANT 11 L--_- J N N 12 1 15/16" DOOR SIDE 5 3 4" CENTER 13 14 15 JAMB ON WALL 16 6" MET. STUDS DOUBLE MTL STUDS 1/2" 1/2. DOUBLE MTL STUDS HOLLOW METAL -1 15/16" FRAME w/ 3 JAMB HM DOOR FRAME w/ 3 TO ENTER. ANCHORS PER SIDE JAMB ANCHORS PER SIDE N MET STUD BOXED HEADER, (2) 6" STUDS, w/ (2) RUNNERS (COORD w/ PARTITION TYPE) COORD W/ JAMB HEAD SCALE : 1 1 /2"=1'-0" SEE PARTITION TYPE FOR GYP BD THK, LAYERS & MET. STUD SIZE \ 17 8 4 JAMB5 JAMB 19 �.5SCALE : 1 1/2"=1'-0" A2.5 SCALE : 1 1/2"=1'-0" 20 21 22 23 SEALANT CONT. EA. SIDE - TYP. CMU MTL PANEL BEYOND ALUMINUM 24 a DOOR JAMB THRESHOLD 1/4" STL BENT PLATE n 25 FRAME W/ 6" LG ALUM. FLASHING 2X TREATED WD BLOCKIN ANCHORS 3 PER SIDE 26 ( ) Q GROUT CELLS SOLID ° SINGLE PLY ROOFING @ANCHORS MEMBRANE OVER TOP OF 27 a WD. SILL BLKG. & DOWN iv '� BACKSIDE w 28 5/8 �_�_s__� 14 GA. GALV. N SHEET METAL _-1 PLYWOOD z @ DOOR ADJUSI 29 HM FRAME w/ 3 -- 1. ANCHORS PER SIDE CAULK = U TRACK 30 WEATHERTIGHT FILL W/ GROUT 12]- TYP BOTH SIDES. o co 31 32 " 1 / SIDE SHEATHING 33 5 3/4" 6" 16 GA, MTL. STUD CENTER JAMB 34A ON WALL @ 24"o.c. — 348 % JAMB gSILL ® TOWER DOOR 35 A2.5 SCALE : 1 1/2"=1'-0" A2.5 SCALE : 1 1/2"=1'-0" 36 5/8" GYPSUM BOARD v ON 3 5/8" METAL STUDS SEALANT EA. SIDE TYP @ PERIMETER H.M. FRAME 1/4" WIRE GLASS. N POLISH BOTTOM EDGE. APPLIED SEALANT ALL AROUND. STOP (4) SIDES VAULT SIDE w 0 APPLIED STOP i AT TOP N x x SURFACE BOLT (TYPICAL 2) i, SEE DOOR SCHED. a N PLASTIC LAMINATE ON 3/4" PLYWOOD DOOR Z (ALL SIDES) w in 0 I HINGE, SEE DOOR SCHED. i o I 4: 2X WOOD BLOCKING '� a ALL AROUND ri HEAD & SILL- ��5SCALE : 1 1/2" = 1'-0" 2X WD. BLOCKING _ (TYPICAL) CAULK CAULK \, A . F SURFACE BOLT 77 (TYPICAL AT EACH JAMB) 0 iV APPLIED METAL STOP / (TYP. @ 4 SIDES) HM DOOR FRAME W/ 2 JAMB ANCHORS PER SIDE 11 JAMB A2.5 SCALE : 1 1/2" = 1'-0" HEAD & JAMB DETAILS SCALE : 1 1/2" = 1'-0" PARTITION 1 15/16" THK + 1" DOOR SIDE 6 JAMB A2.5 SCALE : 1 1/2"=1'-0" rq- JAMB A2.5 SCALE : 1 1/2"=1'-0" A�.5SCALE : 1 1 /2"=1'-0" 2 1/8" VERIFY W/ DOOR MFR-- 7 1/4' ROAD SHOP ROLLING COUNTER FIRE DOOR GUIDE BY DOOR MFR N ' ' � U � O M � ri 3 JAMB A2.5 SCALE : 1 1/2"=V-0" 4 1 /; - EQ. CMU DOLLING COUNTER FIRE DOOR c HOOD BY DOOR MFR i" MET STUDS @ ?4" OC 5/8" TYPE "X" GYP BD IOX HEADER, (2) 6" 1ET STUDS W/ (2) I" (18 GA.) MET RUNNERS ?x TREATED, CONT i/8" GYP. BD. RETURN ;AULK BOTH SIDES SHIM \LUM STOREFRONT RAME 5/8" TYPE "X" GYP BD BOTH SIDES DOUBLE 6%16GA MET STUD TO STRUCTURE ABOVE 5/8" GYP BD RETURN CAULK BOTH SIDES ALUM STOREFRONT FRAME V) x Ld O Q Z a o � N N N Q0cn Ir O w Ld 0 a QN .• ® z� 30 LL 0 f2�o o yC a a vi I 3�N cc m m U o: =z 0 n�om oEt Q�4 a o Irzi U n am o o a -jo ua 02 Lam, mo N Cp Cgo OM m� mr 0 om e as F a a loll I 11111111111 Q U +: c U > 0 a Q w- w y 0 0 m Z m > 0 a m t/I ❑ U (n N Q 0 ❑ CL Q J W V J J ®Lj O cd E A 0 j, Q c® 2 Z L. L. C TW a''i99 UO ® 'D 0 U 0 V Vi ` ®O EO ° �® Y� ®Z Z� 2 O I..' co)V/ �• co)V/ 00 ❑ M r, M Z N o0 (� 0 Q 1 # W > W d i N 0 0 °° a I— U_co j vo c Z a } a o N U 0) LL o �o .• 0 0 Phases CONTRACT Shoat No. A2m5 6 0 0 0 N N S U i 6 N N v 3 0 v Li W Qj v v a 0 V, 0 0 a i v E 6 z i N D rn 3 cu cu i v / co J L� L i 0 co V (U N } / p Q U ti N U U `1 v 6 37'-11 1/2' •3 -7 3/4 S-7 3/4' S-7 5/8' 3'-1 7/8' S-1 7/8' S-1 7/8' S-1 3/4' S-1 1/4" S-1 1/4' S-1 1/4' S-1 1/4' 2 N TYPE 1 GL TYPE 1 GL TYPE 1 GL TYPE 1 GL TYPE 1 GL TYPE 1 GL TYPE 1 GL TYPE 1 GL TYPE 1 GL TYPE 1 GL TYPE 1 GL 3 2.6 0 2.6 N TYPE 4 V I'YPE 4 GL TYPE 4 G,L TPE 4 GL i \�� TYPE 1 GL TYPE 1 GL TYPE 1 GL INTYPE 4 GL �� , O O TYPE 4 GL TYPE 4 GL ��— O O TYPE 4 GL lk a0 TYPE 1 GL TYPE 1 GL M TYPE 1 G TYPE 4 GL TYPE 4`�L TY9E 4 GL TYPE 4 GL TYPE 4 GL TYPE 4`�GL TY91` G TYPE 4 GL FIN FL 9 2.s SF1 A SF1 B 1S-2 1/4" 13'-2" FRAME OPENING FOR AUTO SLIDER DOOR COORD W/ DOOR MFR FOR SF1, SF1A & SF1B ONLY, SF1 ALL GLASS TO RECEIVE SOLAR FILM ON INNER SURFACE (VESTIBULE SIDE) ALUM. BRAKE METAL COVER OVER STL. TUBE STOREFRONT ELEV 2" 8" SMOOTH FACE CMU (STUDS ABOVE 4'-0") MV-1 2.8 3.9 - - $ SEALANT — in WOOD SHIM ALUM SLIDING DOOR UNIT- 10" H G.9 3" i SEALANT METAL J-MOLD EA. SIDE, TYP. 5/8" GYP BD HSS BUILDING COLUMN (SEE STRUC) — n 3�3 TU E BY II 0 HD R LLING G ILLE 5 8' G�FR P BID II M�TAL J MOLD E SID TYP. 1 JAMB DETAIL - SCALE : 1 1/2" = 1'-O" ALUM. BRAKE METAL COVER OVER STL. TUB AUTO SLIDER DOOR COORD W/ DOOR MFR "EMERGENCY PUSH TO OPEN" SIGN - VESTIBULE SIDE "AUTOMATIC DOOR" SIGN -EA SIDE-TYP 6" MET STUDS 24"o.c. 5'-4" SF6 (VESTIBULE SIDE) EMERGENCY GRILLE RELEASE, TOP @ 41"A.F.F. OVERHEAD ROLLING GRILLE - LOCATION MAY VARY PER GRILLE MFR. ALUM. BRAKE METAL COVER OVER STL. TUBE ALUM, BRAKE METAL COVER OVER STL. TUE YP. ® POST TO IORIZ. TUBE BOTTOM OF HORIZ. STL. TUBE WD SHIP SHOWN TRT WE AS SHC Ul (VESTIBULE SIDE) 12 2.5 4'-0" 1 4" 1 3 4' ALUM FRAME 13 co r` M TYPE 1 GL FIN. FL. SF7 STORE FRONT NOTES: 1. ALL STORE FRONT DIMENSIONS SHOWN ARE ACTUAL FRAME SIZES, NOT ROUGH OPENINGS 2. ALL STOREFRONT FRAMING, AUTOSLIDER DOORS AND FRAMES ARE TO BE CLEAR ANODIZED ALUMINUM 13'-2' 13'-2' 2' 3'-61/2" 2" 3'-61/4" 2" 3'-61/4" 2" GLASSTYPES ALUM. BRAKE 41/2' 41/2" TYP. @ POST TO METAL COVER GAP GAP TYP. @ POST TO OVER STL. TUBE TYPE DESCRIPTION HORIZ. TUBE 8 TRANSOM IS INTEGRAL 4 3/16" HORIZ. TUBE ■� 2.6 WITH AUTOSLIDER 2.6 1 CLEAR, TEMPERED GLASS, 1/4" N 2 POLISHED WIRE GLASS, 1 /4" TYPE 4 G� 'HYPE 4 GL TYPE 4 'TYPE 4 GL 2A 3 CLEAR, FLOAT GLASS, 1/4" TUBE SIM 2.6 �i� � _ 4 CLEAR, LAMINATED GLASS, 1/4" °O ,� `� �� `� 5 NOT USED M TYPE 4 GL , O TYPE 4 GL TYPE 4 GL , O O TYPE 4 GL TYPE 1 GL TYPE 1 GL TYPE 1 GL 00 00 rYPE 2B6SIM`TYPE 4 GLGL TYME 4 GL TYPE 4 GL TYPE 4 GL TYPE 4\GL TY0E 4 GL TYPE 4 GL TYPE 1 GL TYPE 1 GL TYPE 1 GL FIN FL ALUM. BRAKE METAL COVER ALUM. BRAKE 10 13'-21/0 OVER STL. TUBE 13'-21/2' METAL COVER 2.6 FRAME OPENING FRAME OPENING OVER STL. TUBE "EMERGENCY PUSH TO FOR AUTO SLIDER DOOR FOR AUTO SLIDER DOOR OPEN" SIGN - SALE COORD W/ DOOR MFR SF3 COORD W/ DOOR MFR SF4 SF5 SIDE - TYP "AUTOMATIC DOOR" ( SIGN -EA SIDE-TYP VESTIBULE SIDE) TRIM, TYP. BOTH SIDES 2 JAMB �.6SCALE : 1 1/2" = V-0" 5/8" GYP BD. SHEATHING R-13 BATT INSUL. HSS BEAM (SEE STRUCTURAL) TOWER STUD FRAMING, SEE R-13 BATT DETAIL 2/A3.3— INSUL. ATTACH R E B.O. STL TO STL TU EL 114'-3" EL 114'-0" FURRING CHANNELS 5 8" DENS GLAS 3 5/8" METAL STUD 5/8" GYP BD. �\ 1 STUD RUNNER Icy- STEEL COLUMN BEYOND (SEE rr STRUCTURAL) i OVERHEAD GRILL i \i/ GUIDE BEYOND OVERHEAD ROLLING GRILLE GOLD 1 1/2" EIFS 2X WOOD BLOCKING WD. BLOCKING, AS / REQUIRED CONT. H.S.S. 4" x 4" x 1/4" STL. TUBE. CONTINUE HORIZ. TUBES OVER TOP OF STL. TUBE POSTS. � CONT. 1 x WD. BLOCKING SECURED TO STL. TUBE CONT. WD. FILLER EA. SIDE, AS REQUIRED— WD. SHIM, AS REQUIRED SEALANT EACH SIDE ALUM STOREFRONT ---- 1/4" GLASS M CONT. ALUM. BREAK I METAL COVER TRIM, EA. SIDE EL 107'-8 1 8" N 4� ALUM ADAPTER INFILL ALUM STORE FRONT 1'-0' 3/16 , r a" TEMPERED GLASS SEALANT EA SIDE' TEMPERED 41/2' ALUM SLIDING GLA1/4S PLASTIC q- HEAD DOOR UNIT rT'� TOWER HEAD DETAIL @Q STOw"RE ®NT SHIMS, TYP 8 1/2"x4%1/2" x CONT SEALANT EA SIDE AZ.6 SCALE 1 1/2"=1'-O" is SEALANT BENT STEEL PLATE (LLH) A2.6 SCALE 1 1/2" = 1'-0" \ EA. SIDE EL. 107'-9 1/2" HSS 4x4x1 /4" STL i N HSS BEAM, SEE TUBE COL IN O H • t� 7 5/8' STRUCT DWGS ALUM. BRAKE METAL IN3/163/16 TYP 00 COVER TRIM, TYP. 1/4" PLASTIC 41/2COLUMN, SHIMS, TYP I SEE PL OSAN FOR 71 LOCATIONS EQ. EQ. SEALANT 8 1/2"x4"x1/2" x CONT � SHOWNSHIM, TYP. AS EA SIDE BENT STEEL PLATE (LLH) DOOR UN TNG 1/4" GLASS SHOWN M ALUM EL. 107'-9 1/2" STOREFRONT 41/2 EXTERIOR SIDE 41/2' VESTIBULE SIDE •d ° r, \ ao HSS BEAM -SEE STRUCT DWGS 2 A JAMB 6 HEAD SCALE 1 1/2" = V-0" BEYOND, U SEE A2.6 41/2" LOCATIONS A2.6 LAN FOR SCALE : 1 1/2" = 1'-O" " TEMPERED ALUM CONT. H.S.S. 4" x 4" x GLASS STOREFRONT 1/4" STL. TUBE. CONTINUE ALUM HORIZ. TUBES OVER TOP STOREFRONT EXTERIOR SIDE VESTIBULE SIDE OF STL. TUBE POSTS. 7 NOT USED HSS 4x4x1/4" STL SEALANT EA SIDE CONT. 1 x WD. CONT. ALUM. BREAK TUBE COL rj BLOCKING SECURED METAL COVER TRIM, WD SHIM, TYP. AS SHOWN SECTION SCALE TO STL. TUBE EA. SIDE SCALE 1 1/2" = 1'-O" CONT. WD. FILLER EA. i A2.6 SIDE, AS REQUIRED / N WD. SHIM, AS 4 1 2' REQUIRED SEALANT 4 1/2" \ - I -°� N \ � O \ � 1/4" GLASS - - - �� ALUM EL. 107'-8 1 8" EA SIDE ALUM STOREFRONT TEMPERED GLASS STOREFRONT ALUM INFILL ALUM. BRAKE METAL ADAPTER COVER TRIM, TYP. BOTH ALUM BRAKE METAL 00 ^ 7 5/8° ALUM BRAKE METAL 21/4" SIDES M FILLER EA SIDE N FILLER EA SIDE ALUM 2' STOREFRONT 13ATTINSUL. ALUM STOREFRONT FIN FL � STOREFRONT ALUM SLIDING r• 2• 41 4 FIN FLR ALUM SILL DOOR UNIT ALUM SILL BASE PLATE 1 /4" GLASS BASE PLATE r SEALANT CONT EA SIDE \ SEALANT CONT EA SIDE WD SHIM VESTIBULE SIDE 41/2' SALES AREA SIDE T WD SHIM 2B JAMB 8 HEAD. 10 SILL 9 SILL A2.6 SCALE 1 1/2" = 1'-0" SCALE 1 1 /2" = 1'-0" SCALE 1 1 /2" = 1'-0"SCALE 1 1/2" = 1'-0" A2.6 A2.6 A�.6 STOREFRONT DETAILS Oz i Q < In V NLJV ��n N U � Z 3 O w ir a °oCD N Zp00 M Q?! 0 A 1� 1c, 0� En 1 U 0 3?N ,1l000 0M m� xz 0 o,s `�- L.0 a ci 0 Q, ,y a 0 wm O 0 :3va VA 0 2 0 0, �a gyp ,0 rcr o � m� cCD o �? cA m° c4 .0 0 �m ®� \°a m0 as U ? V/ W N a 0 o , N 0 i ®N 0 z It 0 0 I— U_ 00 r I ME U o 0 1 Z a } a O >' ®� 0 U "um o v/ Phase CONTRACT Shoat No. A2m6 -I- VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES N SEE A2.2 SEE A2.2 SEE A2.2 SEE A2.2 SEE A2.2 SEE A2.2 SEE A2.2 SEE A2.2 SEE A2.2 �� �� � GENERAL CONTRACTOR NOTES: � w 1. CARPETING FOR TYPE E SHELVES TO BE O Q o SUPPLIED BY OWNER & INSTALLED BY G.C. Z L to 100_ I a0 ¢ iv a o1 `�' N 2. WHEN STANDARD #1 WITH ONE LEVEL IN (�(� N • "' RACK SPRINKLERS IS USED, SPOT WELD N UrJ �- N SHELVES AT A CONSISTENT HEIGHT N W W Ln in 'n '�' '�' (APPROX. 13'-8" A.F.F.) TO PREVENT •Go MOVEMENT OF THE HORIZONTAL CROSS 0 iv iv '01 MEMBER IN ALL RACKS. ® �- <04 0 2'-0' 3'-0' 0 o m$ c a a0 O _� 3'0 I �a I 0 V7 0: � r, "0 x .00 It-m o0 0 2'-0• 0 00 J 0 g I Nri naNO 2Z • • ■ ■� • •O • ■ I • • ■ • N o U p O O O O O O O O O I , " I I I I I I I I n I I I I 2'-0' iV . 2 -0 ■ - o� - of o� o� o� 'vi CD i ■ lV i `o �1 v D ■ I N • 03 00 Li M '� ;n en o O 2'-0' 0 a � 0 r i7 I 1 I o ¢y 4:% �^ e0 p I M j+� N • • N j � � N ', I I ®/00 N o O ih N 00 N I ZV • o m m `w� C N 'O •� o O '� • I .-- to r Qf ■ O N •d. 'O f� U m 0 -o) ao in b IL ao I ■ I I I O L I N GG . a �a al I 1 I co I I io in in �n 'n in o ■ o o I o_ o_ o 07 I I iV I I I t7 M I CV N iV N 0 Y AL I L L 'k '1� A B C D F G I J K L R T E M N Q X MIT 0 PALLET RACK WIDE SPAN SHELVING 2 T USED 3 �' TA IN SPRINKLERS A2.7 SCALE 0 0 U I I i I Q 9 3/4" 0 THRU BOLTS d ROOF HATCH OPNG ® SUPPORT BRACKETS ` z m a V-6' 5/8"x8" WIDE PLYWD AT BOLTED CONNECTIONS 3 5/8" MET STUDS co rn a 'n TOP OF MET. DECK - L - 6" MET STUDS # 1 EA SIDE OF THRU BOLT m 0 5/8" GYP BD, TYP m 0 tl 00 N 0 � \ 3/8"x9"x3"x3" LG BENT r) Mo PLATE BRACKET, BS. Z - - -- m U � < 3 N 3" x 3/8" FLAT 0 1'-6' CLEAR PLATE SIDE RAILS o � I 3/4" DIA. STL LADDER RUNGS 1'-0" O.C. (TYP) BENT PLATE BRACKET NOTE: PAINT LADDER RAILS P-4. # w '0 w Q 0 3"x 3"x 3/8"x 3" LONG RAIL SUPPORT. SECURE TO FLOOR u w W/ (1) 3/4" EXP BOLT 0 W o ¢ a 0 0_ � � o I 3 LADDER DETAILS A2,7 NTS m a a o Q_ c a a 0 U U Q N 13 o 'a 4 O m o Z 0 m N 0 (n 0 w CO) Q IL Lu F�- ®z WAREHOUSE RACK SUPPLIER SHALL REFER TO w SHEET S0,1 FOR SLAB ON GRADE INFORMATION. W Z 1 WAREHOUSE SHELVINU ELEVATIONS FURNISHED AND INSTALLED BY OWNER J F= A2.7 SCALE : 1/4" = 1'-O" �.. d j 6" MET STUDS (600S162-33) ® 24" O.C. ®� �" ROOF DECK 3 5/8" MET STUD DIAGONAL W/MET TRACKS ® * BRACING ALTERNATING @ ACCEPTABLE TOP OF PARTITION FIRE RATED (600T125-33) ATTACH E O c 4'-0"oc, ATTACH TO STRUCT UL JOINT SYSTEMS: HW-D-0042, ONLY TO JOIST ro m � o W ABOVE PER DETAIL 5 A4.2, (DO 3 5/8" DIAG MET STUD HW-D-0045, HW-D-0046 Z c n / BRACING (ON SIDE WITH 8 3" THERMAFIBER SAFB +o NOT ATTACH TO ROOF DECK). FILL FLUTES W/ UL APPROVED ROOF DECK ® Q o o W CLG) ® 4'-0" OC ATTACH "VERTITRACK" VTD600-24 -� STEEL JOISTS , ® 0 ®® Z TO STRUCT ABOVE PER W/ 2" DEFLECTION, MANUF BY MINERAL FIBER _--- - -_ 1'-0" o Z ® E p L DETAIL 5 A4.2, DO NOT VERTITRACK' VTD600-24 d Z Q E O W Z \ / ( THE STEEL NETWORK, INC. Q W E W/ 2" DEFLECTION, MANUF BY +• Q LL, c a ATTACH TO ROOF DECK), "VERTITRACK" VTD600-24 ® ® Z FIRESTOP SEALANT THE STEEL NETWORK, INC. J Z AT 3A ONLY. W/ 2" DEFLECTION, MANUF BY Y o ®Q 3 Q ILL THE STEEL NETWORK, INC. EXTEND 5/8" TYPE X GYP. BD. TO BOT a DECK EA SIDE NOTE: DO NOT ATTACH N FOR CEILING SEE FOR CEILING SEE OVERLAPPED GYP BD TO LOWER STUD SUSTEM s FINISH SCHEDULE FINISH SCHEDULE u c - 3 LAYERS, 5/8" GYP. BD. SEAMS 6" MET STUD 5/8" TYPE X GYP BD OF EACH LAYER TO BE STAGGERED T 3 5/8" MET 24" oc EA SIDE 11 1/4' AND COMPLETELY TAPED AND s STUDS � 24"oc v 5/8" GYP BD TO SEALED. c 5/8" GYP BD M TO 6" AB CLG ® ROOF DECK ONE SIDE 6" MET STUDS ® 24" O.C. 3 EA SIDE MIN. (BOTH SIDES IF o EXPOSED) 0 4 2/8' FOR CEILING SEE 3" THERMAFIBER SAFB v N 7 1/4' UNO FINISH SCHEDULE 1 ®1jp 4 7/8' 0 3A & 3B ADJACENT CCSI a 6" MET STUD TENANT 0 6" MET TRACK COMMON WALL AT 24" O.C. M 3-5/8" TRACK NOT USED BATT INSUL- /, N � N 6" MET TRACK U M O 0 + @ TOP & BOT R-19 Z N O 6" MET TRACK 0 BASE AS -BASE AS BASE AS SCHEDULED, TYP # SCHEDULED, TYP SCHED-TYP BASE AS SCHEDULED, TYP CO 1 N o W E 1 HR FIRE SEPARATION p U.L. DESIGN N0. U465 GONG FIN. FL. W I 11 J Fil [2] SEE 10/A4.2 FOR WOOD ALIGNMENT NOT USED ] 0 00 w TYP., U.N.O. PLATE WHERE INDICATED ON A2.1 a ❑ SPECIAL SOUND PARTITION 0 = CL 6" MET. STUDS ®24" O.C. W/SOUND NO BRACING TO CMU WALL PERMITTED. UAFAk USE 3 5/8" MET STUDS ® 24" O.C. SEE 10/A4.2 FOR WOOD ALIGNMENT PLATE (f� rn 1 A INSULATION TO 12" ABOVE CEILING - [3A] W/ "VERTITRACK" VTD362-24 W/ WHERE INDICATED ON A2.1. r SEE SPEC'S. 2" DEFLECTION, MANUF BY THE STEEL W a PROVIDE SOUND BATT INSULATION FULL NETWORK, INC. PARTITION GENERAL NOTES m FlB] HEIGHT OF STUD - SEE SPECS. O 1. REFER TO PARTIAL PLANS & SECTIONS ON A4.1 & A4.2 FOR 6. PROVIDE "VERTITRACK" VTD VERTICAL DEFLECTION CONNECTION SYSTEM 12. THE FOLLOWING COLD FORMED METAL FRAMING ATTACHMENTS SHALL BE PROVIDED UNO: V a MET. STUDS AND GYP BD TO ADDITIONAL PARTITION INFORMATION. AT ALL LOCATIONS WHERE METAL STUDS EXTEND TO THE DECK OR Q d Fic UNDERSIDE OF STUD JOISTS, USE NO JOISTS ABOVE. ATTACH TOP RUNNER TRACK TO THE BOTTOM FLUTES TRACK TO STRUCTURAL STEEL - (2) .145"0 POWER DRIVEN FASTENERS @ 24" OC F- } 2. EXTEND MET STUDS A MINIMUM OF 12" ABOVE FIN CLG AND DIAGONAL BRACING - PROVIDE PROVIDE LATERAL BRACING AS REQUIRED. RUN GYP BD A OF METAL DECK ONLY. DO NOT PUNCTURE OR PENETRATE RIGID TRACK TO METAL DECK - (2) #10 TEK SCREWS @ 16" OC Q r SOUND BATT INSULATION FULL HEIGHT INSULATION OR ROOF MEMBRANE. ALL "VERTITRACKS" TO BE SIZED TRACK TO MASONRY/CONCRETE - (2) .145"0 POWER DRIVEN FASTENER @ 24" OC a MIN OF 6" ABOVE FIN CLG OR TO UNDERSIDE OF METAL DECK (� a L OF STUD - SEE SPECS FOR WALL STUD SIZE AND SHALL BE 20 GAUGE MIN. U.N.O. STUD TO STRUCTURAL STEEL - 2x2x14 GA CLIP ANGLE CONNECTION W 1+ 0 WHERE NO CLG OCCURS. / O 7. USE WATER RESISTANT GYP. BD. IN ALL TOILET AREAS - SEE SPECS. (2) #10 TEK SCREWS INTO METAL STUD AND N ❑ PROVIDE SOUND BATT INSULATION FULL 3. ALL GYP BD TO BE 5 8" THICK UNLESS NOTED OTHERWISE. ■ / (2) 145"0 POWER DRIVEN FASTENERS INTO V �i 1 D HEIGHT OF STUD - SEE SPECS. 5/8" 8. ALL PLYWOOD BACKING TO BE 5/8" UNLESS NOTED OTHERWISE. STRUCTURAL STEEL *' L. N M.R. GYP. BD. OVER 5/8" PLYWD. ON 4. ALL 6" MET STUDS SHALL BE 60OS162-43 MIN, UNO. ALL 0 N JANITOR CLOSET SIDE. OTHER MET STUD GAUGES SHALL BE AS RECOMMENDED BY 9. FOR CEILINGS MATERIAL LOCATION & HEIGHTS REFER TO SHEET A2.4. MANUFACTURER FOR WALL HEIGHT, UNO. ALL 6" METAL Phase m 10. NO METAL STUD WORK AND/OR CEILING SYSTEMS SHALL BE A MET. STUDS & GYP. BD. TO 8'-0" TRACKS SHALL BE 60OT125-33 MIN, UNO. SUSPENDED FROM THE ROOF DECK. PROVIDE 6" METAL STUDS CONTRACT N [17E A.F.F. w/o DIAGONAL BRACING. SECURED TO BOTTOM OF STEEL JOISTS WHERE NECESSARY. CONTRACT ■ NOTE: 5. ALL SALES AREA 3 5/8" MET STUDS AND TRACKS SHALL BE 11. PROVIDE LATERAL BRACING PER MANUFACTURERS RECOMMENDATIONS Sheet No. Y 362S162-33 AND 362T125-33, UNO. 00< 100< Z PARTITION TYPES ALL BAIT INSUL TO HAVE FOIL FACING (48"SHE OC VERT, MAX) IN ALL PARTITIONS WHICH ARE NOT FULLY E TO CONDITIONED SIDE OF PARTITION. SHEATHED ON BOTH SIDES. A2m7 6 N SCALE 3/4" = 1'-O" I I c C\ E a u� v cu v' N S L F 6 w 3 0 v w v v a 0 V, C a a, E 6 z E v vi D m 3 M M M i ao v ro J w L O d V) cu (U V 0 N Q U u u U i Y d GENERAL NOTES: 1. CMU CONTROL JOINTS SHALL EXTEND THROUGH WALL AND ENTIRE HEIGHT OF CMU. 2. SIGNAGE IS NOT IN CONTRACT. 3. ALL EXTERIOR GLASS TO HAVE TINTING WINDOW FILM APPLIED TO THE INSIDE SURFACE, SEE SPECS. 4. ALL CMU IS TO BE RUNNING BOND PATTERN WITH TOOLED JOINTS, UNO. EXTERIOR FINISHES AND COLORS: EP-1 BENJAMIN MOORE "CIRCUIT CITY GOLD" ULTRA BASE 185 "4B" + YW 7X11 + TG 0.5 + MA9 + WH 1X EP-2 BENJAMIN MOORE #1025 (LIGHT TAN) EP-3 BENJAMIN MOORE #2021-30 "SUNSHINE" EP-4 BENJAMIN MOORE #1020 (DARK TAN) EP-5 BENJAMIN MOORE #23 "CARNIVAL RED" EIFS-1 DRIVIT #102 "BRITE WHITE", QUARZPUTZ FINISH 4"" EIFS-1 BAN PAINTED EP-? J N rjF@ N w pinai f ` -" 0 MV-1 FOSSIL REEF CORAL STONE BY CULTURED STONE. NA 3• = MV- nsm / ASHLAR PATTERN •� aft& _ MV-3 o N -/ w,"°� MV-2 FOSSIL REEF CORAL STONE BY CULTURED STONE: w u /( 4„ X 12" PIECES LAID TO CREATE BANDING. MV-3, MITER CUT , o 0 0 \ \ o 0 o MV-2 MV-3 BRICK EQUAL TO ENDICOTT TILE COMPANY. CORNERS TYP W MV-2 STYLE: "DESERT IRONSPOT". 3 COURSES EQUAL 8". / MV-2 MV-1 ID: � ,� ❑ `� /i YY LP-1 MANUFACTURER: PINEAPPLE GROVE DESIGNS. FIN. FLOOR ` MV-1 MV-1 MV-1 \�] I/ ��140 /� MV-1 MV-1 MV-1 FIN. FLOOR i PATTERN: SIZE: 16" X ESIGNO#0406 RQADAALTOUNTERRAIN TAULPE I I jLd / HM DOOR AND FRAME, CLEAR ANODIZED ALUM. PAINT EP-2 AUTOSLIDER w/ CLEAR 24'-0' TYP GLASS. SEE SHT. A2.6 \ 7� KNOX O TAMPERSWI CI ) CLEAR ANODIZED ALUM. STOREFRONT w/ MV-3 CLEAR GLASS, TYP. UNO. SEE SHT. A2.6 REMOVABLE EYEBOLTS ® ( S WALL SCONCE LIGHT FIXTURE, 8'-O"o.c. HORIZ. ALIGN W/ 2" EIFS-1, PAINTED EP-? w/ 1" DEEP x 2" HIGH PARAPET EYEBOLTS SEE V-GROOVES TYPICAL ON SIDES ALSO (SEE ELECT.) ON 21"d x 1/8" /A3.2 &ROOF ( ) - 9/A ALUM. PLATE SEE DETAIL DETAIL 13 9/A3.3, TYPICAL PLAN A2.3 FOR LOCATIONS. NORTH ELEVATION SCALE : 1/8"=1'-0" H G.9 G T T/O COPING 1 E D C B A .4 EIFS-1 CORNICE, PAINT EP-3 •• PAINT GRIP GALV. LIMITS OF FIRE RETARDANT I 3PAINT GRIP GALV. SHEET METAL COPING, TREATED PLYWOOD BACKING SHEET MTL COPING, PAINT EP-3 2" EIFS-1 w/ QUARZPUTZ FINISH, 10' DIAMETER SIGN (N.I.C.) PAINT EP-3 PAINTED EP-1 w/ 3/4" DEEP x 3/4" HIGH V—GROOVES (TYPICAL ON 1" EIFS PAINTED EP-3 --- ----- I SIDES AND BOTTOM ALSO) PAINT GRIP GALV. SHEET 1" EIFS PAINTED EP-3 3 T/O COPING SIGN, NIC 2" EIFS-1 PAINTED EP-3 w/ 1" r j I METAL COPING, PAINT DEEP x 2" HIGH V—GROOVE. TYP. I I EP-3 (TYPICAL) 2" EIFS-1 PAINTED EP-3 w/ 1" N.31 T/O COPING i i DEEP x 2" HIGH V—GROOVE. TYP. ------------------- I cI T/O COPING v v I t o v v v 3• v v 1" EIFS PAINTED EP-3 I I I I L---- -- —' 2" EIFS-1 PAINTED EP-3 w/ 1" 1 1/2" EIFS PAINTED EP-1 w/ DEEP x 2" HIGH V—GROOVE. TYP. 0 I M N I o N I N 3/4 DEEP x 3/4 HIGH V—GROOVES (TYPICAL ON SIDES AND BOTTOM ALSO) FIN. FLOOR EAST ELEVATION SCALE 1 /8"=1'-0" A B C I PAINT GRIP GALV. SHEET MTL COPING, PAINT EP-3 I 3 I I 3. I 12' S (N.I.0 D I SMOOTH FACE CMU PAINTED EP-3 1 ADJACENT TENNANT N.I.C. DJACENT TENNANT N.I.C. F E12%18" VENT LOUVER AT REAR OF' TOWER,TYP. OF 2. PAINT EP-3 1 3'-( I 3 3.4 I HM DOOR AND FRAME, PAINT EP-2 TRASH COMPACTOR DOOR W/ STEEL FRAME, PAINT EP-2 8" SMOOTH FACE CMU WHERE ADJACENT STORE OCCURS —VERIFY LENGTH & HEIGHT OF ADJ. STORE 1 5.4 G.9 H EIFS-1 CORNICE, PAINT EP-3 TOWER BEYOND 11'-2" 1 PREFINISHED METAL PANEL, MANUFACTURERS STANDARD CLOSEST MATCH TO PAINT EP-3 q I 8" SMOOTH FACE CMU WHERE ADJACENT STORE OCCURS -VERIFY LENGTH WEST ELEVATION &HEIGHT OF ADJ. STORE SCALE : 1 /8"=1'—O" 6 ADJACENT TENANT _ 6 T/O COPING 2" EIFS-1 PAINTED EP-2 w/ 1" DEEP x 2" HIGH V—GROOVE. TYP. T/O MASONRY 0 MV-2� MV-3� 0 I io 1" EIFS PAINTED EP-3 OF SIGN SIGN NIC 9-0•-4'-0• ,1&11a law MV-2 MV-1 / / / FIN. FLOOR 5 4.1 I PREFINISHED METAL PANEL, MANUFACTURERS STANDARD 1 CLOSEST MATCH TO PAINT EP-1 I I I I HM DOOR ANP FRAME, PAINT EP-2 EXHAUST PORT 2' 0' TYP 12'-4" 12'-4' SECTIONAL DOOR CONC. CURB/RETAINING WALL W1 STEEL SOM H ELEVATION PAINT EP 2RAME, SEE CHAINLINK TRIUCT.K&FENCE DETAIL 10/AR AI YA 3.3 2 1 12"x18" VENT LOUVER 17'-4" AT REAR OF TOWER, TYPICAL OF 2 1 1/2" EIFS-1 PAINTED EP-1 PAINT EP-3 I 1 w/ 3/4" DEEP x 3/4" HIGH 1 V-GROOVES (TYPICAL ON ALL ADJACENT TENANT 2.3 SIDES ALSO) APPLIED TO CMU SIM PAINT RIP GALV. SHEET 11'-6" SIGN 1 11'-6• TYP. MEAEPT3L( OPTING, PAINT 14'-B' (N.I.C.)11'-0" T/0 COPING HM DOOR AND FRAME, PAINT EP-2 ------ -- --- -- ----- a v W 2" EIFS-1 PAINTED EP-3 w/ 1" DEEP x 2" HIGH V-GROOVE. TYP. r co w 4" EIFS-1 BAND PAINTED EP-3 El N U U U w / 4" EIFS-1 BAND PAINTED EP-3w` m ` GRADE GV FIN. FLOOR ----------------------- TAPERED DOCK SEAL J 20'-0" 2'- TYP 20'-0' DOCK BUMPER, SEE DETAIL HM DOOR AND FRAME, ROOF DRAIN OVERFLOW --SEE 1 1/2" GALV. METAL GUARDRAIL 9/A3.2 (TYPICAL) PAINT EP-2 PLUMBING W/ POSTS ® 5-0" O.C. AND GALV. CHAINLINK FENCE INFILL TYP WALL PACK LOCATION, TYP m � o a T/O COPING 0 I cc N 12' SIGN (N.I.C.) WALL PACK LOCATION, TYP 10'-0" LG MET HOOD W/ GUTTER, PAINT EP-2 SECTIONAL DOOR, PAINT EP-2 CHAINLINK FENCE & CONCRETE RETAINING WALL W/ 3/4" CHAMFERED EDGES AT TOP AND END, TYP.. SEE STRUCT DWGS & DET. 10/A3.2 FIN. FLOOR 1 I DOCK SEAL LL---- LJL==—= ____�L-- J� GRADE MECHANICAL DOCK BUMPER SEE DOCK LEVELER DETAIL 9/A3.2 (TYPICAL) 0 a Z a � o � m N w N w � O � 0 w z ® aN O� p In L <vi I 2 L ,0 a 3gN no0p al0 0 n-'� 1 z 0� g . dim aL. 0 d� Q U °m a ua m-> oo �o m� it G G CDN C�j logo ( aY � am 'mm c� L mo = as � as Lu I U % 0 > o CL Q (N A L 13 o_ 0 0 cn Rn ao N 0 o a CLL Q a O JL P Q ® m W c J Z L .2 W 0 ®O 0 Q Q C 0 U a. �r 0 It 00 aZ ®� Q�' � ®Q YJ �Z cd ZO aLLI 3F.. I i i ;I i I i� i W 0 W a N 0 x o 0 a Phase CONTRACT Shoot No. I A3A t SCALE : 1/8"=1'-0" 1I b, N E a 0 N (' S u i 6 a 3 c 0 73 v w w Qj a 0 41 0 0 a a, d a z aj D rn 3 .O N < i o, OD c� / v c� J L 4 6 v cu O (u vi U / N U U Y N E C ' •,err m�, RON d. TOP OF FOOTING EL. - SEE STRUCT. DWGS I I_ CONC SIDEWALK - COMP GRAN FILL 1/2" EXP JT, SEAL WATERTIGHT � 1 — — — — — — — — — ` 1 2. 3 sIM. 2'-0 5/8" ------co --- II - - - - - - - - - 11+-- TOP OF MASC I V-GRO( \\\ ! VENT GI NOTE: FOR INTERIOR WALL CONDITIONS, REFER TO A2.1 PLAN CUTS AND A4.2 SECTIONS WALL SECTION SEALANT & VERT. REINF SEE STRUCT. BACKER ROD ° AN m.p on low 11 ° e e ° RUBBER CJ /-HORIZ JT REINF KEY @ 16" OC VERT SEALANT & BACKER COMPRESSIBLE ROD LOCATION FILLER 5 DETAIL �.2SCALE: 1 1/2"=1'-0" HORIZ JT REINF @ 16" O.C. VERT. THRU WALL FLASHING w/ WEEPHOLES AT 32" O.C. CONCRETE SLAB CONC FOOTING, SEE STRUCT DWGS, TYP c I r F &_TOP OF FOOTI SEE STRUCT. CONC. FO STRUCT. L.. NOTE: ALL JOINTS ON THE INTERIOR & EXTERIOR FACES OF THE CMU WALLS ARE TO BE TOOLED. 1 5'-2 5/8" V2.3)SIM. 1-111 / 1'-0' 2'-0ri 5/8" 1 --- I II + I Go-�-- --------------- -- - ---------------- TOP OF MAST NRY - - -, V-GROOVED DRIP \\ \ i \\ VENT GRILLE \ \ I\ \ I I I �.I.F.S. OVER CMU \ \ \\ \\ - I I \ \ \ 2".I.F.S. OVER CMU ., I- \ \ • I 10 \ \ \ \ \ \ \ I I I 8" SMOOTH FACE CMU FILL CORES W/ _- FOAM INSUL, TYP � I I I TOP LF STEEL I I BOND rrm=--"-----"® �--- � --- SEE STRUCT. cn W SEALANT _ ALUM. COUNTER_FL_ASHING _ - SEE SPECS. Aly WOOD BLOCKING AS REQUIRED MET HOOD w/ GUTTER FOR MOUNTING HOOD & DOCK SEAL HORIZONTAL GALVANIZED RAILS TOP & BOTTOM - SEE SPECS. GALVANIZED FENCE POST @ 5-0" O.C. MAXIMUM - SEE SPECS. 9 GAUGE GALVANIZED CONTINUOUS CONCRETE CHAIN LINK CURB/ RETAINING WALL 15 - SEE SPECS. co 2.3-------------------------®� 3/4" CHAMFERED EDGES AT TOP & ENDS, TYP. HSTEEL I t SLEEVE SET IN WALL; GROUT @ EQUAL, Q 3'-01 3'-8" NTS I POST TOP OF WALL _ _ 1/2" PREMOLDED TOP OF PARAPET _ _ _ _ I -I 100'-0" II II FILLER WITH SEALANT — — — — — — — — — — — — — — — — — - -- -- -_-_-_- + =- Cl III II SLAB OR ---------------- I - -- - _ I II II ° Z INISH GRADE--- TOP OF MASONRY 8" CONCRETE RETAINING WALL IJI. FINISH GRADE +II 11 I I I I TPO FLASHING TO (SEE STRUCT. DWGS.) L_� ELEVATION FRONT OF PARAPET a VARIES IV -GROOVED IP + _ ! _ I I I I I o I a I� I� I I I 4 IVENT GRILLE 3.3 TRUCK DOCK SIDE �0 \I ORIZ. 6" MET STUD Oo 6"0OS162-43) @ 12" O.C. ` ° Nv/ SOLID VERT. STUD _ �i i I MEMBRANE FLASHING °d ov°O @ 20" O.C. �RIDGING EYOND INTO WING WALL. I�\TPO ROOF, ° ,\ I SEE SPECS) 1" D. X 2"H. " 'V' GROOVE IIN E.I.F.S. T 0_STEEL _ - Ffr­% ri o CONCRETE RETAINING WALL DETAIL START OF 1" EF \` A3.2 SCALE 3/4"=1'-O" Li d z z ' � P BOND BEAMS, _ :- i w 2 E.I.F.S. OVER 5/8" SEE STRUCT. _ t- i_ DENS-GLAS GOLD ON 3 5/8" STEEL LINTEL, SEE MET. STUDS @ 24" O.C. N STRUCT DWGS BA_ 1" DEEP REVEAL W/ 1" I BACK FACE OF Z B/0 STEEL LINTEL CHAMFERED EDGES CMU TO BE FLUSH m - N r- TOP OF 4" GROOVE DOCK SEAL - TAPER AS REQ'D TO MEET TRAILER SLOPE ON TRUCK RAMP Z w - I OF GROOVE 1" D. X 2"H. 'V' GROOVE '- IN E.I.F.S. NOTE: FOR INTERIOR WALL z CONDITIONS, REFER 14' TO A2.1 & A4.1 FOR INTERIOR PARTITION °= CONSTRUCTION. z 3 5/8" MET STUD BRACKETS @ w EA. STUD - @ 4'-0" oc MAX - ATTACH TO CONT. 3 5/8" CHANNEL ON CMU WALL w/ z 3/16" 0 HILTI KWIK CONN II w/ o k� W 1" EMB. @ 24" O.C. i � z in I OVERHEAD N - SECTIONAL DOOR OF GROOVE --- ° TRACK BEYOND z _ _ _ _ 1" D. X 2"H. 'V' GROOVE u IN E.I.F.S. 1-0 0N V-0" w NOTE: SEE ELEVATIONS d. 8" SMOOTH FACE CMU FOR QUANTITY & FILL CORES WITH FOAM SPACING OF d — INSULATION - TYPICAL DECORATIVE ° GROOVES IN EFTS Q Ld v w ° 2° E.I.F.S. ° 1'-0' DOCK LEVELER vi X 3.4 4: STL ANGLE, COORD SIZE W/ DOCK LEVELER MFR o TOP OF MASONRY 0104'-0" / d — 8• - & STRUCT DWGS, PAINT EP-3 I- - - 8" SMOOTH FACE CMU r , w TOP F VENEER L —_J FIN. FLOOR EL, — — — — — — Ld I -------------- ----— — — ---° ° ° d ° `� DOCK BUMPER j 1/2" EXP JT, SEAL z ° WATERTIGHT BTWN 21/4' 1p`,:. }'_0", HORIZ JT REINF ° ° CMU AND SIDEWALK @ 16" O.C. VERT. I I a. — SLOPE DN­01. 1/2" X 3'4 ° d/7 THRU WALL FLASHING w/ m WEEPHOLES AT 32" O.C. ®� I SEALANT, BTWN VENEER — EXTEND WEEP HOLES TO 'o ° a ° & SIDEWALK, EXCEPT FACE OF E.I.F.S. a a °. AT WEEP HOLES 2" 1/2" EXP JT d �' ° °' ° CONC SIDEWALK CONCRETE SLAB SEAL WATERTIGHT _ °:°. a / a CONC LOADING ° . ° ° d III —III =1=I I - - FIN. FLR. EL SLOPE - - I DOCK PAD °. .a I I -I I I- NOTE: ° ° d ° °° I -III- SEE SECTION 1 THIS TOP OF FOOTING EL. — I I— DWG FOR ADDITIONAL SEE STRUCT. DWGS a IIIIIIIIIIIIIIIIIII NOTES _ _47=4:11_ COMP GRAN FILLIIIIIIIIII� °` ° IIIII, ° — v d °a ° ° ° . °' a CONC FOOTING, GROUT AIRSPACE AND CMU °., SEE STRUCT SOLID BELOW THRU WALL FLASH DWGS, TYP 3 W ALL SECTION �.2SCALE : 3/4"=1'-O" BUMPER POST SLEEVE - LOW DENSITY POLYETHYLENE W/ DOME TOP. PRODUCT #BPD-RD-6-52-S (TRIM) W/ 1 /4" WALL THICKNESS. MANUF BY IDEAL SHIELD (800) 731-1722. SECURE WITH (2) HAMMER SET ANCHORS BY RED HEAD OR EQUAL. @ BOTTOM OF EA. SLEEVE. GALV EXT BOLLARD • o. o PAINT EP-3 CONC CAP PAINT EP-3 1/2" DIA ROD 4" LONG W/ 1" HOOK 1/2" DIA ROD WELDED TO POST 4" LONG W/ 1" HOOK o ^ WELDED TO POST `� FN-' FN PRIME STEEL PRIOR TO CAP INSTALLATION SLOPE 4' 4' 1/2" PREMOLDED 6' G' 1/2" PREMOLDED 6' 6' EXPANSION JOINT EXPANSION JOINT - ("2 WALL SECTION A3. .Le nn _1-o a CONC SLAB °' ^ CONC SLAB All• o � z v 2" STD STL PIPE a n a o to 6" SCH 10 p STL PIPE FILLED W/ CONCRETE a ® REAR EXT. 6 DETAIL ® INT BOLLARD 7 DETAIL BOLLARD �.2SCALE : 1 1/2" = 1'-0" A3.2 SCALE : 1 1/2" = 1'-0" 6" SCH 10 STL PIPE FII W/ CONCRE 8 DETAIL ®FRONT DOOR EXT. BOLLARD �.2SCALE : 1 1/2" = 1'-0" CONT. STL. ANGLE f SCALE 3/4" = 1'-0" K�41 WALL SECTION O 0 ° ° N 0 0 N OTE: BUMPER PROJECTION: VERIFY THICKNESS w/ MFR. OF EQUIP, BEVEL -SHAPED SIDE PADS: FRONT (12") TO REAR (15") TAPERED -SHAPED SIDE PADS: TOP (9") TO BOTTOM (10") THE TAPER OF THE SIDE PADS & THICKNESS OF BUMPERS MAY VARY ACCORDING TO SITE SPECIFIC CONDITIONS AND ACTUAL BUMPER THICKNESS. 2" E 3/8" BED PREC SEE STAY ANCH SEAT MATI DETAILMEDALLIONDECORATIVE WALL SCALE 3"=1'-O" ,z NOT USED 3 zSCALE 3/8" EXI ANCHOR GROUT CMU SOLID AT EYEBOLT LOCATIONS (TYP.) r%1 mr A 11 ® THREADED EYEBOLTS FOR SCALE 3"=1'-0" �Q z Q N N N VV U a _N �✓ O a�Zno 0Oc0ma 'm o CID xZ o 0 NNfp o Q pi ILL itr_ O ua °o 0o:3 00 a@c0m(4® PILs•' r1 8w0 " ;m0 0®, 0 �ao�7 ®o QaZ MEN a ir 0 Q U c U 0 a Q N 4 0 O Z 0 0 O Q o Q W Z z 0 0 rO 0 o � a(,' O •o® Q 0 ®� 0 W Dui as 02 L. 0QL —1® roLL c 20 f=co 0a) oS W' h W a 1 ® r a h 0 0 (L Phase CONTRACT Shoot No. A3m2 NOTE: SIDEWALK CONSTRUCTION & EXPANSION JOINTS NOT SHOWN FOR CLARITY c io 3 I 2 in 3.3 M I i� r z Go I ih 0 ■ O M 'O i0 LINE OF TOWER ABOVE o N � EXT. BOLLARDS, Co TYP. OF 9, SEE DET 8/A3.2. D3.9 L � o N NOTE: REFER TO NOTE #2 ON DWG A2.1 FOR ALL WOOD REQUIREMENTS H G.9 11'-3 3/4' 2 6'-0 3/8" 2 1/4' 2 1/4" 5'-4• 2 1 2.6 r---- - - - 2 2B II 2.6 ■ SIM ` o i cl�i i t - I If 1 1 i If 1 I N I i it it i `�" �, le ; :` ...oNow I I I ------- --I ---- -----I I II I I I Ij II II I � GRILLE i ,I SF1B i li � I i ----- I I I I I r---- ----, SIM No VE&,IBULE II I I - 1i00- I SF1 �' CARTJlpUMPER i t 313/9'^ SEE DETAIL 8 A3.3 i 3 I i1-1 1/2 _--__ ----- 4 1/2" I II �--- \ it 34 GRILLE �'' SF1A ii - i i I 8' 0' CLR. 8 1 /2' 8 1 /2' ------- I ----- � --� 1 u 2A 1 2.6 I l II I I II I j CART BUMPER!;i l 1 ;I SEE DETAIL 8 A3.3 I II I i CONC FTG @ STL. SF5 TUBE COLUMNS, SEE I ! STRUC. TYPICAL OF 6 I li i CART BUMPERS j 1 u SEE DETAIL 8/A3.3 . 2.6 I o u -��, 2I SIM r-Ir-- u 11'-11' 1' '-10' 2.6 a- Nor NNNNo I- - I I I II l IN Is d N 1 I I 2.6 ---- -- _ - _ SIM 12'-1 3/8' 3F6 � I 7 5/8• NORTH 5'-0" 1'-0" , 4 3/8" 1 2 1 3 PARTIAL FLOOR PLAN,- 4 A3.3 SCALE : 1/4"=1'-0" WALL KEY (REFERS TO ROOM FINISH SCHEDULE) 5/8" EXT GRADE PLYWOOD SHEATHING H15# FELT LAP OVER TOP OF ROOFING 6" METAL STUDS ® 24"o.c. 24 GA PREFIN 5/8" FIRE RETARDANT METAL PANEL TREATED PLYWOOD 1 2"t CONT. PLYWOOD SHIM / I SECURE SHT. MTL. TO STUD TIE BACK BETWEEN MTL. STUD & BACK .OF I FIRE TREATED I EACH MTL. STUD ALONG WOOD BLOCKING SHT. MTL. i TOP EDGE PAINT GRIP GALV. SHEET I CONT. 14 GA. GALV. METAL COPING TOWER STUD FRAMING I I SEE DETAIL 2/A3.3 I SHT. MTL, BENT PLATE CONT CLEAT ATTACHED TO CHANNEL I T 0 PARAPET CONT CLEAT PLYWOOD WALKWAY i , MEMBRANE FLASHING _ _ / _ I TO EXTEND TO TOP OF SHT. MTL. CLOSURE I I 1 ----------- J. I 1 I I x i BASE TRIM TO MATCH 'ol i i-i i i- 1.1 x i PANEL COLOR - 1 I I I 1 +- I I� ---4----------1�--1----------I-------a I TPO ROOF I , , STEEL CHANNEL (SEE SPECS) I I 1 I SEE STRUCTURAL 1 STEEL ANGLE - 4' I I 1 1 Is SEE STRUCTURAL 1 j i I I 1 -�I "V" GROOVE RIP I , ROOF DECK STEEL BEAM - SEE STRUCTURAL "VERTITRACK" VTD362-16 W/ 2" DEFLECTION BY THE STEEL NETWORK, INC. A 3 5/8" METAL STUD U w/ R13 INSULATION ` 5/8" GYP. SHEATH, BOTH SIDES � TOWER DETAIL 3.3 SCALE I I I 2 1/2" CONT METAL STUD I I I I I I no i 4-1 i -i- - 1 1/2" E.I.F.S OVER ;+ ; 5/8" DENS-G AS GOLD II ON 3 5/8" MET. STUDS EL37'g" 01t-- ®24"-O.C.- I I _ "V" GROOVE RIP -­` 2 1/2" CONT METAL STUD 1' % DETAIL@ TOWER CORNICE �.3 SCALE : 1 1/2" = 1'-0" NOT SCALE H G.9 7 a _ o ` ■I 2._5■ _ PARAPET RETURN BEYOND SEALANT T.O. TOWER - - - - - - - - - - - 5/8" EXT. PLYWOOD CONT. WOOD BLKG. ■I =__ _ _=_, _-, MECH FASTENED TPO ROOF I , OVER RIGID INSUL ON METAL DECKING. H G■9 I I I 5 LINE OF PARAPET BELOW , I I "V" GROOVE DRIP I � ao � I SEALANT HORIZ JOINT T/0 STL � � N� PREFINISHED METAL FLASHING 2" E.I.F.S. OVER 5/8" PARAPET-CONT. LOWER �EL 137'-8" SEALANT DENS-GLAS GOLD ON 3 5/8" I MET. STUDS ®24" O.C. I CLOSURE 1,-Orl 1' 2'_8r I OVER 5 8 EGLAS "V" GROOVE DRIP 6" METAL TRACK GOLDON 3 5 i /8"x16GAMET_ OF GROOVE I I STUDS ®16" O.C. 24 GA PREFINISHED METAL PANELS 12" X 18" FYPON RECTANGULAR LINE OF PARAPET ABOVE I 2° EIFS ON 5/8" LOUVER 660 RT-B (NO SILL) DENS-GLAS SHEATHING HORIZONTAL STEEL 2 LOCATIONS. OPEN LOUVER SEALANT TUBE - SEE STRUCT. r r 5/8" FIRE RETARDANT TREATED W/ SCREEN. PROVIDE I � PLYWOOD ®AREA OF NEW - - - - RABBETED PERIMETER FRAME. I oSIGNAGE TYPICAL TOWER STUD FRAMING - 6" METAL LINE OF PARAPET BEYOND TUDS (6005162-54) ®24" OC. FASTEN STUDS w/ (4) #12 TEK SCREWS AT EACH j - PROVIDE CONT. LATERAL 1 1/2" I I I I 1 CONNECTION. i I I I TPO FLASHING OVER 5/8" FIRE x 20 GA. MTL. STRAP BRACING I 19" RETARDANT TREATED PLYWOOD ON IN LOCATIONS NOTED w/ @ 6"x16 GA MET STUDS @ 16" O.C. 48" O.C. VERT. MAX. SEE PROVIDE METAL TRIM EDGES AT I DETAIL 5/A3.3. PANEL SIDING OPENINGS TPO FLASHING - CONTINUE 00 2'-0" WIDE 3/4" F.R. OVER TOP OF PARAPET I PLYWOOD WALKWAY FASTENED 1 I 1 I ( I ATTACH TO FRONT FACE OF I 8" CMU WALL GoTOEACH STUD ®12" OC 15# FELT BLOCKING I I I I i I I I L I 5/8" FIRE RETARDANT " OF SIGNAGE 6 TREATED, EXTERIOR GRADE , °O PLYWOOD SHEATHING I I I 3, NOTE: SEE DETAILS 5/A2.5 AND 8/A2.5 FOR TOWER ACCESS DOOR DETAILS ; 4 � N 3. T/0 STEEL_ EL VARIES � OF GROOVE B M, SEE STRUCT DWGS 1 TYPICAL TOWER STUD FRAMING - 6" METAL STUDS (600S162-54 ) @ 24" 2" E.I.F.S. OVER 5/8" OC. REF. SECTION 1 /A3.2 t "VERTITRACK" DENS-GLAS GOLD 1 I i i I VTD362-16 w/ 2' 14'-0" DIA. SIGN (NIC). DEFLECTION BY THE - - SEE ELECT DRAWINGS FOR STEEL NETWORK, INC. POWER REQUIREMENTS I I I I I I I I I I SEALANT NOTCH CMU FOR HANGER \ RODS AS REQUIRED CLEVIS &HANGER ROD, STRUCTURE AND ROOF PROVIDE METAL TRIM EDGES AT SEE STRUCTURAL DWGS PANEL SIDING OPENINGS AND EDGES CMU WALL BEYOND R13 BATT INSUL 24 GA PREFINISHED MTL PANELS I I I I I 5/8" GYP BD. I 5/8" GYP. BD. SHEATHING i II i I GRILLE MFG. SUPPORT COLUMN BEYOND, I I , 15# FELT I BRACE TO STRUCT ABOVE I I 2'-0" WIDE 3/4" F. R. j i I II 0 3 5/8" MET STUD I I STEEL TUBE COLUMN, SEE I PLYWOOD WALKWAY FASTENED L__J IN-5 2■ 1 I 1/2 (362S162-33) ®24" O.C.. - PLAN M TO EACH STUD ®12" OC THIS FACE OF STUDS - FLUSH W/TUBE BELOW. 5/8" FIRE RETARDANT I 2 TREATED, EXTERIOR GRADE 9 5 8, PLYWOOD SHEATHING SECURE SOFFIT STUD FRAMING CMU BELOW RUNNER TO CMU BEYOND PILASTER FRAMING DETAIL - - - �B/0 STEEL EL 114'= 3" - - - - - - - - - ---- I � SCALE 1/2 1 -0 A3.3 WOOD BLOCKING AS REQUIRED TO STEEL TUBE BEAM, SEE ATTACH DENSGLASS SHEATHING STRUCTURAL DWGS r .00 "V" GROOVE DRIP TY' OVERHEAD ROLLING GRILLE 1 1/2" EIFS ON 5/8" WITH KEY SWITCH IN VESTIBULE DENSGLASS SHEATHING I AND AT EXTERIOR LOCATION PER ELECTRICAL DRAWINGS. SEE SPECIFICATIONS. RECESSED METAL HALIDE DOWN LIGHTS - SEE ELEC. ' STEEL TUBE COLUMN BEYOND, SEE STRUCTURAL DWGS 7/8" & 1 1/2" CONT. HAT -SECTION .6 MTL. FURRING ® 24" O.C. SECURELY FASTEN TO STUD FRAMING VENT GRILLE ALUM STOREFRONT 4 3'-0' 1' 2.6 IV 00 ® I CONT. HORIZ. TUBE ABOVE Noe STOREFRONT FRAMING EIFS PILASTER BEYOND j I AUTOMATIC DOOR SENSOR - i I AUTOMATIC DOOR SENSOR - o , i SEE SPECIFICATIONS. �� ^�� SEE SPECIFICATIONS. 6 VESTIBULE 6 2.6 ;; �1 1 0 Q i ALUM SLIDING DOOR i ALUM SLIDING DOOR I I NOTE: 2 2A 28 S172 BE OND NOT 2.6 A2.6 2.6 j I I SHOWN OR CLARITY I I I I A2.6 �; 1 PROVIDE DIAMOND BLOCKOUTS IN CONIC SIDEWALK ��� ; SLAB AT HSS 4x4 COLUMNS CONCRETE SLAB I 1 FIN. FLR. EL. i I i �� - _ - _ /10x10x3/4" HSS 4x4x1/4" TUBE COL W ;;' ` a STEEL BASE PLATE AND (4) 3/4" HILTI co - $, co - - HIT HY150 EPDXY ANCHORS W% 8 - --- , ---- I -- --------- i i-------- � -- �-------- i 1/4" MIN EMBEDMENT (BEYOND), 4 8 4" I I I I I TYPICAL (6) LOCATIONS. COLUMN AT TURNED DOWN CONIC F.9/3.4 TO EXTEND DOWN TO BLDG SLAB, SEE STRUC ; ; ; ; COL FTG. SEE SHEET SOA FOR ADDITIONAL BASE PLATE INFO. - TPO FLASHING- CONTINUE L---------------------I I_'- CONC FOOTING AT EACH OVER TOP OF PARAPET - ATTACH TO FRONT FACE OF I TUBE COLUMN (BEYOND), SEE BLOCKING STRUCT - BONDING ADHESIVE OF TUBE COLS. TPO ROOF, (SEE SPECS) RIGID ROOF INSUL - R-20 MIN, SEE SPEC METAL DECK SCALE 1 /2"=1'-0" 3• RECYCLED POLYMER PARKING BUMPER (PB-1, BLACK, w/ EXP. ANCHORS, BY PAWLING CORP. [800-431-3456] OR � EQUAL) DETAIL@ CART PARKING BUMPER SCALE 1 1 /2"=1'-0" MIN. 18 GA. RUNNER TRACK SOLID BRIDGING Q 10'-0" O.C. SCALE 3"=1'-0" ELECTRI (SEE EL SEALAN- AT PERT. OF LIGH BRICK V WALL SC (SEE ELI FASTEN FIXTURE BRICK VENEEF AND CMU WAI LIGHT FIXT. DETAIL 1 1/2" x 20 GA. STRAP SCREW ATTACHED TO BOTH SIDES OF EVERY STUD (STRAPPING TO START &END ON SOLID BLOCKING) ® LATERAL STRAP BRACING SCALE 1 1 /2"=1'-0" r3_`� USED �.3 Is [ j @ 001 0 \7 4 ,,,,00 - 8 41 LL 0 rn p Q c a oC � U U Q rn o 0 � m p Z m � o0 n a o a J_ W W Q Z ®~ Q � J Z® � off. � c � o. LLJ 0 � 0 tl J m LL• C `J �Z zZ '3V� Vi > z It 0 000 0 IM 0 0 r Uo o� � LL Z J � r a N U � �� o rn a Pn$se ' CONTRACT Shoot No. I A3m3 ' i rn p Q c a oC � U U Q rn o 0 � m p Z m � o0 n a o a J_ W W Q Z ®~ Q � J Z® � off. � c � o. LLJ 0 � 0 tl J m LL• C `J �Z zZ '3V� Vi > z It 0 000 0 IM 0 0 r Uo o� � LL Z J � r a N U � �� o rn a Pn$se ' CONTRACT Shoot No. I A3m3 ' i Vi > z It 0 000 0 IM 0 0 r Uo o� � LL Z J � r a N U � �� o rn a Pn$se ' CONTRACT Shoot No. I A3m3 ' i `F J E a c� v cU -q= (U S 0 C 0 V, m v 3 0 z N 41 W a v a 0 Ln 0 0 a i E 0 Z L N Lrl 3 a M Cl Q a L O 4- 0 U (U (U 0 (u A U co u U U Y N 0 0 Z � WALL SECTION 3.4 SCALE . pia i-o 8"CMU, FILL CORES WITH FOAM INSULATION (TYP.) KX 1" CEMENTITIOUS PLASTER ON SELF —FURRING LATH. DIRECT APPLIED TO CMU SELF ADHERING/HEALING COMPOSITE MEMBRANE (FULL HEIGHT OF MASONRY W/ LATH FASTENED ON TOP OF 4 MEMBRANE) Q a Q FOUND. WEEP SCREED I < HORIZ JT REINF � ® 16" O.C. VERT. FIN. FL. EL. _ 3 - -■--- N Q in Q �Q Lj <1 CONCRETE SLAB GONG SIDEWALK a Q_ 4 l </ OO r�Y)O c t7( O O O NAD� O O �O-, COMP GRAN FILE O O 1 /2" EXP JT, D 00k6b D O� �' �O O O O3c) ` nb� `� AAA 0 CMU BELOW FLOG� LINE. (SEE STRUCT) WEEP SCREED DETAIL. SCALE: 3" = V-0" SV-1 SET IN MORTAR BED METAL STUD --SEE SECTIONS o p " DENSGLASS GOLD D D 0 P . BRICK ANGLE — SEE STRUCTURAL p SEALANT & BACKER p ROD o. � 0 . r� D FIN. FL. 4 4 Q 4 CON SIDEWALK 4 L �O DO�� , �O�gooL_), O O O �ouc0O�n= On CMU BELOW FLOOR LINE. (SEE STRUCT) BRICK LEDGE SCALE : 3" = l'—O" .ASHING TAILS 5/A2.5 AND 8/A2.5 VER ACCESS DOOR DETAILS CTANGULAR LOUVER 660 LOCATIONS. OPEN LOUVER )E RABBETED PERIMETER I EDGES AT PANEL SIDING VD STRAP — UDS ® 16" OC. 4) #12 TEK SCREWS N. 'UD TIE BACKS ® 16" IDS w/ (4) #12 TEK )NNECTION. ETAL PANELS 8"CMU, FILL CORES WITH FOAM INSULATION (TYP.) THRU WALL a a FLASHING W/ WEEP HOES 32" O.C. CONT. THRU TO EXT. FACE OF STONE HORIZ JT REINF Q @ 16" O.C. VERT. a . <lACRETE 4 SLAB a Q 4 a FI�4 O 0 2" EIFS SELF AD COMPOS TRIM PIE -END ON SEALAN' STONE C� 5 WATERTA STONE C. CAP FOR BRICK VE 8"CMU, F FOAM IN`. 1 JX2X1 CONNEC PROVIDI THE EN SEALAI WATER STONE MORTA SV-1 5/8" E PLYWO( STUDS Ift I m ERTABLE & SILL CAP DETAIL Lw—, I SCALE: 3"= l'-O" cn Q' a NrLJ�V�' 00 N N U 0 Z wa X W ® d QN og ® It (0 Zoo 4 Es 3n <a 0 d Vo py xo 3�N m �o no� m� �w =z U 03 09 O �o 0 0 > c h m " ; � 0 N '� N 0 � i 'ml 0� (0 r `a 9 m 0 0 °a a O C u U a 0 U > m Q 0 L a 0 0m Z m 0 L 0 (mn 0 o (n N Q (d 0 a Q J W Z a Q ro� Z Z 0 >+ Q. 0 v 1. 1c, a 0® o® Q 1tl� 0 u� ,(,fie w U m� aZ 0 00 Q m J LL �Q 20 �ZQ I=co ®ZQ 605 o� W AlbMk W 0 O ® > r ■� j� F>1 0 0 L a Phase CONTRACT Shoot No. A3m4 1 � I I ' RETURNS/ ... I SERVICE STORAGE 127 21 •••••••� ......: \\ 1/4■I 17'-5 5/8" 4 7 8" ••' 12'-11° 7 CORRIDOR 'n A ' 123 GYP. BD. CASED OPENING 5 TIER LOCKERS w/ HEADS, SUPPLIED \ I ^ ....SLOPED \\ I BY CCSI PURCHASING & \ I - ------ ....... INSTALLED BY FIXTURE ADJUSTABLE WOOD INSTALLER 11A SHELVES ABOVE AG PRINTING I 139j 4. N 30 STUDY ROOM ii 137 7 II I I SALES I ; 2s 6 MANAGERS II o 141 I 4 N COAT RACKS 5 3/4" I 12 -0 3/4 1 4 78° 5'-0' 1 1 Y I WIRE SHELF ABOVE STORE n STAFF ' 7 DIRECTOR ' ACCESS I 27 ' 4• ; � � 138 1 ------------- �� I---------J ------------- 4 - - - - -- - - - - - 4' I °O 16 i— WIRE SHELF ABOVE 0 I I n I (4) 18" DEEP 8'-6- I ADJUSTABLE SHELVES 12 VOLT I I 29 j j I ASSIST. STORE REF. SECTION 4/A4.2. cz I — 108 I I DIRECTOR I I 5/8" PLYWD FACED I I 134 w/MR GYP BD & FRP 7 = TO 48" A.F.F. WITHIN I I 4• WIRE SHELF ABOVE 0 4'-0" OF SINK. I I I I I ALL EDGES OF FRP (WC-1) __________________ ___ I o PANELS TO BE EMBEDED IN I j JANITOR io SEALANT WITHIN J-MOLD io TRIM. ALSO PROVIDE �1 PARTIA SCALE : 1 /4"=1'-0" LIM WR - FURNISHED BY OWNEF INST r r BY CON TF ACTOR--,.rr r r r r r r \\\ I I I I \ FRP TO BE SEALED TO -I FLOOR w/SEALANT ALONG n BOTTOM EDGE, CON'T., TYP. TOILET ELEVATIONS (WOMEN SIMILAR/OPP HAND) SCALE : 1/4" = 1'-0" TOILET FIXTURE SCHEDULE MARK DESCRIPTION FURRY HED MTG.HT. REMARKS HC WF/WF HANDICAP/STD WATER FOUNTAIN C(ONTR 3 -0 -MAX* 2'-3" MIN ** * TO HC SPOUT OUTLET ** TO BOT OF APRON HC LAV HANDICAP LAVATORY C(ONTR 2'-6" TO BOTTOM OF RIM HC UR HANDICAP URINAL C(ONTR 1'-4" TO RIM HC WC HANDICAP WATER CLOSET C(ONTR 1'-6" TO RIM HC SP DISP HANDICAP SOAP DISPENSER C(ONTR IN HC LAV SEE PLUMBING HC MIR HANDICAP MIRROR (24" x 36") CCONTR 3'-4" TO BOTTOM EDGE RIS ROOM IDENTIFICATION SIGN CCONTR 5'-0" TO CENTERLINE G.B. GRAB BAR CCONTR 2'-9" 3'6" LONG LAV LAVATORY CCONTR 2'-7" TO RIM MIR MIRROR (24" x 36") CONTR 3'-10" TO BOTTOM EDGE SS SERVICE SINK CONTR 2'-5" TO RIM (2'0"x 2'0") TLT PTN TOILET PARTITION CONTR 5'-10" OVHD BRACED WC WATER CLOSET CONTR 1'-2" TO RIM TPD TOILET PAPER DISPENSER OWVNER 1'-9" TO BOTTOM EDGE SND SANITARY NAPKIN DISPENSER OVWNER 3'-4" TO BOTTOM EDGE AHD AIR HAND DRYER OMNER 3'-2" TO BOTTOM EDGE SNR SANITARY NAPKIN RECEPTACLE OWVNER 3'-0" TO BOTTOM EDGE BCT BABY CHANGING TABLE OWVNER 2'-6 1/2" TO BOTTOM EDGE SP DISP SOAP DISPENSER OWVNER 3'-10" TO TOP EDGE WR WASTE RECEPTACLE OWVNER 32 1/4" TO TOP EDGE PTD PAPER TOWEL DISPENSER OWVNER 3'-2" TO BOTTOM EDGE NOTES: 1. ALL TOILET ACCESSORIES INSTALLED BY CONTRACTOR. 2. PROVIDE BLOCKING AS REQUIRED BEHIND ALL TOILLET ACCESSORIES AND TOILET PARTITIONS OCCURRING AT GYPSUM BD. WALLS. 32 144 \S SEALANT BETWEEN TRIM & jLl Al- ^ WC-1 6'-0 4'-0'H o FLOOR OR SINK, AND AT VERTICAL JOINT IN CORNER N I r'�' I ------- AHD L V PTD L SP DISP i-- BCT---I PROVIDE 2x WD MIRROR ,'- 1�` BLOCKING BEHIND GYP. r �\ 7'-10" BD. AT PARTITIONS & RIS L��P,jr/�c �1 MEN ACCESSORIES (TYPICAL) TELEPHONE �I I I s• ci ; 145 EQUIPMENT i i I� `��c�F i FLOOR DRAINS SHOWN FOR B I I r GENERAL LOCATION ONLY. 111 31 -_ SLOPE FLOOR WITHIN A -7" INSIDE CLR DIAMETER OF 18" TO FLOOR iv DRAIN. FLOOR DRAIN'S 4 7/8" 112'-3° i STRAINER TO BE FLUSH w/ ■ 4 2 w FLOOR FINISH SURFACE. A4.1 PTD I 3 as SEE PLUMBING DETAILS (TYP ADJUSTABLE WOOD I 4'-3" '-10" '-3 z 2 PLACES) SHELVES ABOVE co �n F.D. i%} : HC \`. HC r ii LAV HC SP DISP .. G ------------------- - ----- a, o HC UR ■'• 3'-0" _-- HC MIRROR 4'-1" 4'-1° 4'-1' --- iv 6 I Ir wFI o o E—LEARNING 4 Go o HC WF I 6 3-0 o 19F 136 11 I WC :..; HC ���__ _ HC SP DISP I WC rr HC �\ HC MIRROR v F.D. •. I TPD TPD / SNR SNR' PTD I ? G.B., TYP 2'-0■ 25 I I � 4'-10" _ 6'-7" INSIDE CLR r� ^ ' TILT PTN, TYP PROVIDE 2x WD 3 BLOCKING BEHIND GYP. WOMEN `op,c I 4 2 BD. AT PARTITIONS & I I 142 lF 1 A4.1 ACCESSORIES (TYPICAL) - RIS ,�_-- ,,' --- -- PARTIAL FLOOR PLAN NOTE: sND AHD LAV PTD i BCT SCALE : 1/4"=1'-0" REFER TO NOTE #2 ON DWG A2.1 A4.1 CUSTOMER NORTH FOR ALL WOOD REQUIREMENTS WAITING AREA o 0 o T 133 o i t 28 SP DISP MIRROR I O VESTIBULE N OTE: ■ PROVIDE SIGN ON WALL I SF6 STATING: "PUSH BUTTON 143 Cam__ n FOR SERVICE" WALLS SUPPORTING SHELVES WILL REQUIRE ------- ------- COORDINATION BETWEEN SHELF STANDARD v LOCATIONS & STUDS. SPACING OF STUDS 4 ETO LL (8"MAX.)E REFER TO SHELF EQUAL AT EACH END OF A SECTIONS IONSFOR 4'-0 1/2' ADDITIONAL INFORMATION. 11 1/4' 9'-3 1/8" \ G -------, I N I 4. WIR SH A VE n 1 _ C3 - 12 VOLT I I ® -- ---------- STORAGE O a ! I ---- ROAD M 112 SHOP I M �GYB. CASED OPENING ------ 106 7 1 ■ CREDIT OPSL 7 I GYB. CASED OPENING CUSTOMER I I VAULT SF12 0 4 ' E ' ' I GENRAL OFFI E � �. SERVICE _ � � STAGING 135 N 132 ' o T 0 N i i I 131 FIXTURE BY CCSI ^ i I I i I 7'-10 11-11 4 7/8 I 7 5/8" 4 7/8 19 -2 HO-D 114 7/8" 9'-1 1/2" 7/g' II o---- 1 24 FLOOR PLAN NORTH imir uivuvnvv ri i i Ur- a i vo yr OPENING. COVER OPENING BEHIND GRILL ON VAULT SIDE WITH SECURITY MESH. AGAINST BACK SIDE OF GYP BID) 1Ub J FOR SECURING FIXTURE GATE. COORD LOCATION W/ FIXTURE INSTALLER. PARTIAL FLOOR PLAN — SCALE ,/• 0 NoranH 1 4 2 3 WALL KEY (REFERS TO ROOM FINISH SCHEDULE) Ld VV N C2 N �\ o d" � o rW 25 Z ^. 30 0 a Zoo r 0 N� 3� 0 w 0 W oc gZ 0 o f- •- "- a c.� U. rM I ua '� oo,_ m> u0 mm `om fi o� e� a� 0m 9 C 0� a s m mL ILIL f U o� a1 0 > 0 Q 0 4- O0 a Z m 0 L. m N 0 2 0 (n 0 Q 0 0 a Q w s O F— V Z � Q ® ~ W Z Q 0 ® m �;Q 0 v` c � 41 0 ® O �� 0 u c U aZa L. Q� YJ oZ mLLL ZZ CO > 3 JW 20 I -CO in a) LZJ o W W M ®N Z N 0 0 V /J N 0 0 IL Z O H 0 °° w W �, �- > 00 U z i. 1 L a I— } UQ a ® r 2 a to J H U 0 o �. rn a Phase CONTRACT Sheet No. A4ml 2x4 WE BLKG - PAINT WD TO MATCH 0 N I in 2x4 WD BLKG - PAINT EXP WD TO j MTL STUD TRACK (80OT125-33) SECURE TO CMU WALL W/ .1450 POWER DRIVEN FASTENER 24" O.C. CMU - PAINT EXPOSED TOP SURFACE P-3 STANDARD COUNTER TOP #12 TEK SCREW O 24" OC W/BACKSPLASH & SQUARENOSE. PLAM (PL-1) TYP, SEE SPEC'S. TOP OF MITER W/ ADJACENT COUNTER. FIXTURE PLAM (PL-1) ON 3/4" WOOD BRACES AT 4'-0" OC SEE SPECS 04 BASE AS SCHED, TYP FIN FL SECTION@ STORE DIRECTOR SCALE 3/4"=1'-0" FIXTURE BY FIXTURE INSTALLER 1 1/2"x 20 GA. MTL STR P BRACE ® 24" O.C. / 1450 POWER DRIVEN FAS ENER 24" O.C. FIN FL r_2"',\ SECTION NOTE: PROVIDE SUPPORT AND CLOSE OFF END WHERE COUNTER DOES NOT END AT A PARTITION. STANDARD COUNTER TOP W/BACKSPLASH & SQUARENOSE- PLAM (PL-1), TYP. SEE SPEC'S 2'-6" R=3" 2x4 WD BLKG, TYP - i R=3° PAINT EXP WD TO MATCH WALL 3/4" WOOD BRACING 6. 4'-0" OC MAX- PLAM (PL-1) - SEE SPECS 5/8" GYP BD ® VAULT, CREDIT OPS/GENERAL SECTIONOFFICE, SALES MANAGERS & ASST. STORE DIRECTOR SCALE : 3/4"=1'-O" V-0" R=3" �.2SCALE : 3/4"=1'-O" "CAPITOL HARDWARE" 2300 SERIES STANDARDS (OR EQUAL) WITH 18" 2301 BRACKETS (OR EQUAL) @ EVERY STUD 12" x 3/4" PLYWOOD SHELVES SANDED 2 SIDES W/ HARDWOOD EDGE GLUED & NAILED (TYP.). PAINT P-1. ATTACH TO BRACKETS W/ SHELF CLIPS & SCREWS. PRIVACY SCREEN BEYOND ® EQUALLY SPACED PLAM (PL-1) ON 3/4" WOOD - ALL FACES & EDGES Ln SEE SPECS N STANDARD COUNTER TOP `i' W/BACKSPLASH & SQUARENOSE- PLAM (PL-1), TYP, SEE SPEC'S MATCH WALL - —5/8" GYP BD. 0+ — PLAM (PL-1) ON 9° 3/4" WOOD BRACES AT 4'-0" OC - SEE SPECS BASE AS SCHED, TYP FIN FL 13 SECTION@ E—LEARNING A4.2 SCALE : 3/4"=1'-O" CLEAR VINYL CORNER GUARDS TO WC-8 VWC (TYP.) WF COLUMN — 0— SCALE NONE 2x4 WD BLKG - PAINT EXP WD TO MATCH WA SCALE 3/4"=1'-O" PRINTER PAPER SLOT, SEE NOTE 13 ON A2.1 CREDIT OPS/ GENERAL OFFICE :5/8" GYP. BD. TYP. 1 5/8" MET. qTljnq TYP W _ w z � I I I I EQ. EQ. MIN, 5/8" GYP BD. STANDARD COUNTER TOP N/ BACKSPLASH & SQUARENOSE. 'LAM (PL-1) TYP. SEE SPECS. ALTER W/ ADJACENT COUNTER 'LAM (PL-1) ON 3/4" WOOD BRACES 4T 4'-0" OC SEE SPECS. 3ASE AS SCHED. -IN FL SECTION@ STORE DIRECTOR SCALE 3/4"=1'-O" rT� NOT USED - SCALE 5/8" MR GYP BD OVER 5/8" PLYWOOD "CAPITOL HARDWARE" 2300 SERIES STANDARDS (OR EQUAL) WITH 18" 2301 BRACKETS (OR EQUAL) EVERY STUD 18" x 3/4" PLYWOOD SHELVES SANDED 2 SIDES W/ HARDWOOD EDGE GLUED & NAILED (TYP.). PAINT P-1. ATTACH TO BRACKETS W/ SHELF CLIPS & SCREWS. c, i 0 i 4 SECTION ® JANITOR �.2SCALE : 3/4"=1'-O" ROOF DECK DIAG MET STUDS ATTACHED TO JOIST WITH 33 MIL CLIP ANGLE (DO NOT ATTACH TO ROOF DECK). STEEL JOIST FRAMING SEE STRUCT. WALL PARALLEL TO JOISTS STEEL JOIST FRAMING SEE STRUCT. CONT L3x3x1/4 WE DED TO ¢SM/iy BOT CHORD OF JOISTS AT PANEL POINT DIAG MET STUDS ATTACHED TO L3x3 WITH 33 MIL CLIP ANGLE (DO NOT ATTACH TO ROOF DECK). WALL PERPENDICULAR TO JOISTS � DETAIL 64.2 SCALE : 3/4"=1'-O" 14" x 3/4" PLYWOOD SHELF SANDED 2 SIDES W/ HARDWOOD EDGE GLUED & NAILED (TYP.). PAINT P-1. ATTACH TO BRACKETS W/ SHELF CLIPS & SCREWS. 1'-2" 1 3/8" O.D. STAINLESS STL. POLE, CONT. (TYP) "STANLEY" #7046 (OR EQ) COMBINATION SHELF & POLE BRACKET 2'-8" OC, TYP SECURE EA. BRACKET WITH (2) #10 SMS STUDS OR (2) 1 3/4 x #10 PAN HD. WD. SCREWS ® WD. BLOCKING 2 x 12 WD. BLOCKING `� ATTACH TO STUDS 'n 5/8" GYP. BD. BASE AS SCHEDULED, TYP. SECTION ®STUDY ROOM SCALE 3/4"=1'-O" "CAPITOL HARDWARE" 2000 SERIES STANDARDS (OR EQUAL) WITH 18" 2051 BRACKETS (OR EQUAL) EVERY STUD @ 11 & 11A of 12" x 3/4" PLYWOOD SHELVES GYP BD SANDED 2 SIDES W/ HARDWOOD EDGE GLUED & NAILED (TYP.). PAINT P-1. ATTACH TO BRACKETS W/ SHELF #12-14 x 3 1/2" MIN. CLIPS & SCREWS ® 11 & 11A. PHILLIPS HEAD SELF -DRILLING SCREW W/#3 TIP (ITW 2'-0" 0 11 BUILDEX-ROOFGRIP OR ELKO TEXTRON, INC.) I I 2'-6' 011A @ EA METAL STUD. I I PRE -DRILL HOLES IN 2'-6° 0 118 STANDARD COUNTER TOP WOOD BLOCKING W/ BACKSPLASH & SQUARENOSE. I I MET STUD, SIZE 3'-0" 011C PLAM (PL-1) TYP. SEE SPECS. I I VARIES MITER W/ ADJACENT COUNTER. T.O. PLATE I I I I EL. = 6'-9" A.F.F. I I c N I I I R=3° PLAM (PL-1) ON N I I 2x4 WD 3/4" WOOD BRACES BLKG - � - SE 4 PE OC a PAINT EXP SEE SPECS m 2x5 FIRE TRTD I 1 WD TO R-6" 0 CONT WD PLATE MATCH WALL 1'-3" I I 5/8" GYP BD. I I I I i BASE AS SCHED, TYP N FIN FL 9 NOTUSEDrioDETAIL 11 11 A 11 B 11 C SECTION @ TAG PRINTING, STORAGE 12 NOT USED SCALE SCALE 1 1 /2"=1'-0" SCALE : 3/4"=1'-0" SCALE 1 1 /2"=1'-0" A4.2 A4.2 A4.2 A4.2 A4.2 A4.2 A4.2 STL. JOIST GIRDER, FILL FLUTES w/UL SEE STRUCT. DRAWINGS APPROVED MINERAL "VERTITRACK" VTD600-24 FIBER @ 20B W/ 2" DEFLECTION, MANUF BY ROOF DECK THE STEEL NETWORK, INC. USE 1/2" 1 CARRIAGE A,_o. METAL TRACK 5/8" MARINE PLYWOOD A/C GRADE, GRAPHICS PROVIDED BY CCSI, INSTALLED BY THE GC TREATED 4x4 POSTS 5/8" GYP BD AROUND POSTS SIDE ELEVATION FRONT ELEVATION � CONS U TISIGN DETAIL STANDARD COUNTER TOP v CONSTRUCTION- SIGN`. -THIS SIGN TO BE INSTALLED W/ SQUARENOSE EA. SIDE PLAM (PL-1), TYP, SEE SPECS. AT THE BEGINNING OF CONSTRUCTION, IN FRONT MITER WITH ADJACENT COUNTER. OF THE NEW STORE. PLAM END SUPPORT PANEL (PL-1) ON 3/4" PLYWOOD. SEE SPECS. SIGNAGE: LOCATE 8" FROM COUNTER END. ii BUILDING SIGNS: a) NUMBER ALLOWED: NO LIMIT NOTE TO DESIGNER: b) MAXIMUM SIZE: 10% OF FRONT REVISE AS REQUIRED FOR SPECIFIC BUILDING FACADE LOCATION. PYLON/MONUMENT SIGNS: NOTE: SEE SHEET A2.7 FOR PARTITION GENERAL NOTES. 5/8" GYP BD a) NUMBER ALLOWED: ONE PER LOT 11� r it FIN FL b) MAXIMUM SIZE: 200 S.F. W/ A MAX. HEIGHT OF SEC SECTION® STORE DIRECTOR 50 FT.18 SECTION 19 SECTION 20 20A 20B TION SCALE ; 3/4"=1'-0" A�.2SCALE 3/4"=1'-0" A4.2 SCALE 3/4"=1'-0" A4.2 A4.2 A4.2 SCALE 3/4" = 1'-0" AMING SEE SATC CEILING WHERE OCCURS - SEE FINISH SCHEDULE T. TRACK ' 11 I II I II I II I II I II I II I II I II I II I II I II I II I II I II I 1�2 1 2 METAL STUDS 2 1/2" METAL STUDS ® I II / II 24" OC ® 20B 24" O.C. 5/8" GYP BD I II 5 8 TYPE "X" GYP BD "VERTITRACK" VTD600-24 I / �� W/ 2" DEFLECTION, MANUF ¢ I� TO DECK @ 20B BY THE STEEL NETWORK, INC. III PROVIDE FIRE TREATED 2x6s & TYPE "X" GYP BD OVERLAP AS REQ'D ® 20B I 5/8" GYP BD i 5/8" TYPE "X" GYP BD EA SIDE �TO DECK @ 20B I I SATC CEILING WHERE OCCURS - SEE FINISH SCHEDULE 3" THERMAFIBER SAFB FROM F.F. TO 6" ABOVE CEILING 20A 20B TO HAVE 1 HOUR FIRE SEPARATION RATING, UL DESIGN NO. U465 SIM 6" MET. TRACK a OLIJ < z 00 N U w ° qt O af �aQM g 45 s U® ® y tO Zpo 3 n A 4p 0 `� 122o 20 No d au 1 3: 5 00 r, o� 0 d gZ � N Q M �. a 0 z-i U �� \ oC0 tty Cj ¢, c 0 N 0 � m r� NCO c 00 mC nr� w o as as ` it Q U 0 2 ++ of c 0 > 6 a Q 3 v \ 0 0 Z 0 0 0 (n 0 (n 0 a Z z Lu V Q J ® W W Z 0 0 0 ); Q 0 0 O 0 o9 w U 0® ®� ®LL DO aZa QO EO ® Ia. z W �? c J �O 0� Lu It W0 O 0 a T N 0 0 a IPhase CONTRACT Sheet No. ■ II U) x LLI 0 Q z lJ a o o N d Q W_ 0 Z O elf ++ ® a QN U N n A a mp 0 L.go 0 d a v; i 35N 00 a 0) 0 U 0co �-1 m0 xa o gz W Y' cnM L F a o wn U Ua p 0 05 cV m c m m R O7 m r. o� oc as as i OC Q U a +; � U > 0 a Q �Ny s R a J �I r. > m V J O ® yQy ® Z0 W N W C 0. W ®O ®� 0 UGC 0 L. ® 00 ma LL ZL �w �P �Q ®� I It 0 CO t LIL 00 1 ®r >1 a 0 4. 0 L Phase CONTRACT Shoat No. A5ml — J BTM. OF DECK ELEV. VARIES A5.2 WALL 4 SCALE: 1/4" = V-0" BTM. OF DECK M. VARIES r cl I cc ALL GYP BD OF WALL 1 TO BE PAINTED P-3 GYP. BD. WRAPPED 2x6 TRTD WOOD BLOCKING FOR REAR CHANNEL SPEAKER SHELF (ON ALL WALLS), PAINT P-3, SEE 1 SECTION 2/A6.1 7 A6.1 - - - - - - - - - - - - - ------ ---- --------- ____________ ------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------- ------------ ---- �s/ 2x6 FIRE-TRTD WOOD ALIGNMENT PLATE, TYP WALLS 2, 3 & 4, SEE DETAIL 10/A4.2 o� I io TYP OF WALLS 2, 3 & 4 O I okk WALL 3 (WALLS 1, 2 & 4 SIMILAR) I SCALE: 1/4" = V-0" 7 J WALL 3 1 SCALE: 1/4" = V-0" STEEL COLUMN STEEL COLUMN STEEL COLUMN STEEL COLUMN STEEL COLUMN PAINT COLOR TRANSITION LINE, TYP. PAINT COLOR TRANSITION LINE, TYP. _ FILLER PIECE ® ME FIXTURES, SEE DETAIL 2/A4.2 FILLER PIECE 9 ME FIXTURES, SEE DETAIL 2/A4.2 BTM. OF DECK ELEV. VARIES BTM. OF DECK ELEV. VARIES FIN. FL. WALL 4 1 SCALE: 1/4" = V-0" P-1 El Ll P-1 LADDER TO ROOF, PAINT P-1 P-1 FB 1 P-1 El WALL 1 1 SCALE: 1/4" = V-0" BTM. OF DECK M. VARIES \1 BTM. OF DECK ELEV. VV� WALL 4 1 SCALE: 1/4" = V-0" P-1 L COLUMN FIRE ALARM ANNOUNCIATOR PANEL rq VESTIBULE #100 A5.2 WALL 2 1 SCALE 1/2" = 1'-0" —ROLLING GRILLE ROLLING GRILLE TRACK TRACk —PULL STATION —DOOR BELL BUTTON SECURITY GRILLE SWITCH EMERGENCY EMERGENCY GRILLE RELEASE GRILLE RELEASE FB 1 FB 1 ri o VESTIBULE #100 A�.2 WALL 4 1 SCALE 1/2" = V-0" WALL KEY (REFERS TO ROOM FINISH SCHEDULE) �.2WALL 3 1 SCALE: 1/4" = V-0" A 5. 2j WALL 2 ( SCALE: 1/4" = 1'-0" WALL COVERINGS: PAINT (INTERIOR COLORS): FLOOR BASES: NOTES: FB-1 VINYL COVE BASE - ROPPE #100, 4" MATTE BLACK ALL JOINTS ON THE INTERIOR FACE OF ALL EXTERIOR CMU WALLS ARE TO BE TOOLED. WC-1 FIBERGLASS REINFORCED PLASTIC PANELS - KEMLITE WC-5 NOT USED P-1 BENJAMIN MOORE #AC-34 "CAPE HATTERAS SAND". CORPORATION - "GLASBORD-P" W/ STANDARD MOLDINGS & TRIM - COLOR: #84 IVORY- SEE SPECS. P-2 BENJAMIN MOORE BASE 4C #HC-166 "KENDALL CHARCOAL". WC-2 NOT USED WC-6 NOT USED P-3 BENJAMIN MOORE BASE 4C #HC-93 "CARRINGTON BEIGE" P-4 BENJAMIN MOORE #2021-30 "SUNSHINE" WC-7 NOT USED. WC-3 FIBERGLASS REINFORCED PLASTIC PANELS - KEMLITE P-5 BENJAMIN MOORE BASE 4C #HC-95 "SAG HARBOR GRAY" CORPORATION - "GLASBORD-P" W/ STANDARD MOLDINGS & TRIM - COLOR: 485 WHITE - SEE SPECIFICATIONS WC-8 UNFINISHED CMU P-6 BENJAMIN MOORE BASE 4C #OC-40 "ALBESCENT". V) It O Q Z Q Ln o NlJV f co N N w O ow_ ir X ®lal a o0 N F) Zc s Q0 a 000rowo m�y o a 3]N y 0 d �vin Q aomzl 0 Em m> %) v p0 c 0 m as 0 ro p� T 0 t� m C m0 0 La Ila. as lw ir 0 Q U L a � + 0) C U m > 0 L. 0. Q N O a �- 0 � m Z m > 0 CL 0 N o U V) Q (d o a a v co L. ro E 0 0 0 0 LLB 0 J c aW ®� ® 0 It 00 o® aZ Q® E®LL Y J 0 Z Z G WL 0?" Z N N 0 v/ 0 i N U 0=00 Z o co 4� U� > °z J L. IL U2 Q v 0 L ® mj ro LL. R) Iase CONTRACT Shoot No. A5m2 WC-4 GLAZING - GLASS, REFER TO DETAILS & ELEVATIONS WC-9 FINISHED DRYWALL (UNPAINTED) TAPED, SPACKLED & FOR SIZE, LOCATION & TYPE. SANDED SMOOTH. NO WALL COVERING OR PAINT. 0 N N E d N 0 V 0 N Ve N S U L d f a d 73 v G N C O v W v c v 0 0 0 a v E d Z L v D O) OD OD 3 Q I d' / V J W L O 4- d 6 N N d 0 N / N R U u U U Y v E d Z v 0 GENERAL NOTES 2. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN N ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE (1986), EXCEPT AS MODIFIED IN THESE NOTES AND THE PROJECT SPECIFICATIONS. DESIGN: 3. THE STEEL STRUCTURE IS A NON -SELF-SUPPORTING STEEL FRAME AND IS DEPENDENT UPON DIAPHRAGM ACTION OF THE METAL ROOF DECK AND ATTACHMENT TO THE MASONRY 1 BUILDING CODE - 2001 FLORIDA BUILDING CODE WALLS FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES. PROVIDE ALL TEMPORARY SUPPORTS REQUIRED FOR STABILITY AND FOR RESISTANCE TO WIND AND ROOF DEAD AND LIVE LOAD - REFER TO DRAWING S2.1 SEISMIC FORCES UNTIL THESE ELEMENTS ARE COMPLETE AND ARE CAPABLE OF PROVIDING THIS SUPPORT. ' SNOW LOADS: - GROUND SNOW LOAD Pg = 0 PSF 4. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS. CONNECTIONS - FLAT ROOF SNOW LOAD Pf = 0 PSF SHOWN ON THE STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE ONLY INTENDED TO - SNOW EXPOSURE FACTOR Ce = 1.0 SHOW THE RELATIONSHIP OF MEMBERS CONNECTED. CONNECTION DETAILS INDICATED ON THE - SNOW LOAD IMPORTANCE FACTOR Is = 1.0 DRAWINGS SHALL BE INCORPORATED INTO FABRICATOR'S CONNECTION DESIGN. ALL SHOP - THERMAL FACTOR Ct = 1.0 DRAWINGS SHALL BE SIGNED AND SEALED BY THE FABRICATOR'S ENGINEER WITH THE ENGINEER'S SEAL FOR THE STATE WHERE THE STRUCTURE IS LOCATED. ENGINEER'S SEAL WIND LOADS: MAY BE QUALIFIED "FOR DESIGN OF CONNECTIONS ONLY." - BASIC WIND SPEED (3 SECOND GUST) = 110 MPH - WIND IMPORTANCE FACTOR IW 5. SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, IS PROHIBITED - BUILDING CATEGORY = SIMPLE DIAPHRAGM WITHOUT WRITTEN APPROVAL OF THE PROJECT MANAGER. - OVERALL EXPOSURE CATEGORY = B 6. UNLESS NOTED OTHERWISE, BEAMS SHALL BEAR 8" MINIMUM ON CONCRETE OR MASONRY. SEISMIC: UNLESS NOTED OTHERWISE, ANCHOR BEAMS TO MASONRY WITH TWO (2) 3/4" DIAMETER - SEISMIC USE GROUP = I ANCHOR BOLTS WITH 4" HOOK AND 1'-4" EMBEDMENT. - SEISMIC DESIGN CATEGORY = A - SIDS = 0.107 7. ALL STRUCTURAL STEEL SUPPORTING JOISTS FORTY FEET (40') AND LONGER MUST BE - SDL = 0.064 FABRICATED TO ALLOW FOR BOLTED CONNECTIONS (COORDINATE WITH JOIST SUPPLIER). - SITE CLASS = D - BASIC SEISMIC -FORCE -RESISTING SYSTEM = REINFORCED MASONRY FOUNDATIONS,/SLAB ON GRADE: STEEL JOIST GIRDERS: (FURNISHED BY OWNER) 1. THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS 1. JOIST GIRDERS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE MADE IN THE "REPORT OF GEOTECHNICAL ENGINEERING INVESTIGATION" PREPARED BY STANDARD SPECIFICATIONS FOR JOIST GIRDERS (1991) OF THE STEEL JOIST INSTITUTE (SJI). GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DATED 10/24/2003. 2. SPREAD FOOTINGS SHALL BEAR ON SOIL CAPABLE OF SUSTAINING A NET ALLOWABLE 2• STEEL JOISTS GIRDERS SHALL BE DESIGNED BY THE MANUFACTURER. THE BEARING PRESSURE OF 3 KSF FOR INDIVIDUAL COLUMN FOOTING AND 3 KSF FOR MANUFACTURER'S ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN, ADEQUACY AND CONTINUOUS WALL FOOTING UNDER FULL SERVICE LIVE AND DEAD LOAD. SAFETY OF ALL STEEL JOIST GIRDERS. ALL SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE MANUFACTURER'S ENGINEER WITH THE ENGINEER'S SEAL FOR THE STATE WHERE THE 3. FOOTINGS MAY BE POURED INTO AN EARTH -FORMED TRENCH IF SOIL CONDITIONS STRUCTURE IS LOCATED. PERMIT. 4. ALL BEARING MATERIAL SHALL BE INSPECTED BY THE INDEPENDENT TESTING AGENCY 3. EXCEPT WHERE ADDITIONAL DESIGN LOADS ARE SHOWN ON THE STRUCTURAL DRAWINGS, PRIOR TO CONCRETE PLACEMENT. THE INDEPENDENT TESTING AGENCY SHALL BE THE STEEL JOIST GIRDERS SHALL BE DESIGNED AS SIMPLY SUPPORTED PRIMARY MEMBERS WITH SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL. FOOTING ELEVATIONS ALL LOADS EQUAL IN MAGNITUDE AND EVENLY SPACED ALONG JOIST GIRDER TOP CHORD. SHALL BE ADJUSTED AS REQUIRED. 4. ADDITIONAL DESIGN LOADS FROM ROOF TOP EQUIPMENT OR OTHER CONCENTRATED LOADS 5. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF V-6" BELOW FINAL SHOWN ON THE DRAWINGS SHALL BE CONSIDERED AS COLLATERAL LOADS. THESE LOADS GRADE FOR FROST PROTECTION. SHALL BE CONSIDERED IN THE DESIGN OF THE JOIST GIRDERS. REFER TO THE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS AND WEIGHTS OF EQUIPMENT. 6. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING WHERE SUCH LOADS DO NOT OCCUR AT THE PANEL POINTS OF THE JOIST GIRDER, PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE. AUXILIARY FRAMING SHALL BE ADDED TO THE JOIST GIRDER OR THE TOP CHORD SHALL BE DESIGNED FOR THE EFFECTS OF THE LOAD. 5 7. WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE, PLACE FILL SIMULTANEOUSLY SO AS TO MAINTAIN A COMMON ELEVATION ON EACH SIDE OF THE 5. JOIST GIRDERS SHALL BE DESIGNED TO SUPPORT THE DESIGN LOADS WITHOUT EXCEEDING WALL. A DEFLECTION OF L/240. 8. NOTE TO RACK DESIGNER: SUBGRADE MODULUS OF 50PCI. ALLOWABLE BEARING 6. WHEN NET UPLIFT FORCES DUE TO WIND ARE SHOWN ON THE DRAWINGS, THE PRESSURE OF 3000 PSF AS IDENTIFIED IN THE GEOTECHNICAL REPORT. MANUFACTURER SHALL DESIGN THE JOIST GIRDERS AND CONNECTIONS OF THE JOIST GIRDERS TO THE SUPPORTING STRUCTURE FOR THE NET UPLIFT. CONCRETE: 1. CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH AND DENSITY, IN 7. JOIST GIRDERS SHALL BE PROPORTIONED SUCH THAT THEY CAN BE ERECTED WITHOUT ACCORDANCE WITH THE FOLLOWING: BRIDGING. STRENGTH DENSITY 8. MINIMUM BEARING REQUIREMENT, UNLESS NOTED OTHERWISE: PSI PCF 4" ON STRUCTURAL STEEL EXTERIOR SLABS, CURBS, SIDEWALKS 4000 145 6" ON STEEL BEARING PLATES OVER MASONRY OR CONCRETE ALL OTHER CONCRETE (U.N.O.) 3000 145 9. UNLESS NOTED OTHERWISE, JOIST GIRDERS SHALL BE ATTACHED TO SUPPORTING STEEL WATER WORK OR STEEL BEARING PLATES WITH TWO (2) 1/4" FILLET WELDS (ONE EACH SIDE), 2" 2. SLUMP OF CONCRETE SHALL NOT EXCEED 4" UNLESS A HIGH RANGE -REDUCING LONG, OR TWO (2) 3/4" DIAMETER BOLTS. ADMIXTURE IS USED. THE SLUMP OF CONCRETE PRIOR TO ADDITION OF A HIGH RANGE WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 4". THE SLUMP OF CONCRETE JOIST GIRDERS AT COLUMN CENTERLINES SHALL BE BOLTED TO STRUCTURAL STEEL WITH CONTAINING A HIGH RANGE WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 10". TWO (2) 3/4" DIAMETER BOLTS. 3. CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED. AIR CONTENT SHALL 10. NO OTHER LOADS SHALL BE PLACED ON THE JOIST GIRDER UNTIL THE STEEL JOISTS BE BETWEEN 4 AND 8 PERCENT. BEARING ON THIS GIRDER ARE IN PLACE AND ATTACHED THERETO. 4. COARSE AGGREGATE SIZE SHALL BE NO. 57 OR LARGER. 11. REPAIR OR REPLACE ALL DAMAGED JOIST GIRDERS. THE PROJECT MANAGER SHALL BE THE SOLE JUDGE AS TO WHETHER A JOIST GIRDER CAN BE REPAIRED OR MUST BE 5. THE MINIMUM PORTLAND CEMENT CONTENT ASTM C150 OF ALL CONCRETE SHALL ( ) REPLACED. CONFORM TO THE FOLLOWING TABLE. (FLYASH IS NOT PERMITTED) SPECIFIED MINIMUM CEMENT CONTENT (POUNDS PER CUBIC YARD) 12. ALL JOIST GIRDERS SUPPORTING JOISTS FORTY FEET (40') AND LONGER MUST BE COMPRESSIVE FABRICATED TO ALLOW FOR BOLTED CONNECTIONS. STRENGTH NON -AIR ENTRAINED AIR ENTRAINED (PSI) CONCRETE CONCRETE 3000 470 517 4000 564 611 STEEL JOISTS: (FURNISHED BY OWNER) 6. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR REVIEW BY THE PROJECT 1. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, K-SERIES" (1991) OF THE MANAGER WELL IN ADVANCE OF CONCRETE PLACEMENT. CONCRETE MIX DESIGN SHALL STEEL JOIST INSTITUTE (SJI). INCLUDE ALL STRENGTH DATA NECESSARY TO SHOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS FOR EITHER THE TRIAL BATCH OR FIELD EXPERIENCE METHOD. 2. STEEL JOISTS SHALL BE DESIGNED BY THE MANUFACTURER. THE MANUFACTURER'S 7. REINFORCING SHALL CONFORM TO ASTM A615, GR60, UNLESS NOTED OTHERWISE. ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN, ADEQUACY AND SAFETY OF ALL STEEL JOISTS. ALL SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE MANUFACTURER'S 8. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. ENGINEER WITH THE ENGINEER'S SEAL FOR THE STATE WHERE THE STRUCTURE IS LOCATED. 9. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN ACCORDANCE 3. UNLESS OTHERWISE NOTED, STEEL JOISTS SHALL BE DESIGNED AS SIMPLY SUPPORTED, WITH ACI DETAILING MANUAL 1988 (SP-66). UNIFORMLY LOADED TRUSSES WITH THE TOP CHORD BRACED AGAINST LATERAL BUCKLING. THE UNIFORM DESIGN LOAD SHALL BE THE TOTAL SAFE UNIFORMLY DISTRIBUTED LOAD AS 10. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY SHOWN IN THE SJI STANDARD LOAD TABLE. ACCESSORIES AND SHALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH CRSI 4. WHEN NET UPLIFT FORCES DUE TO WIND ARE SHOWN ON THE DRAWINGS, THE "MANUAL OF STANDARD PRACTICE" (1986). MANUFACTURER SHALL DESIGN THE JOISTS, BRIDGING AND CONNECTIONS OF THE JOISTS TO 11. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE: THE SUPPORTING STRUCTURE FOR THE NET UPLIFT. A SINGLE LINE OF BOTTOM CHORD BRIDGING MUST BE PROVIDED NEAR THE FIRST BOTTOM CHORD PANEL POINTS WHENEVER UNFORMED SURFACE IN CONTACT WITH THE GROUND. UPLIFT DUE TO WIND FORCES IS SHOWN ON THE DESIGN DRAWINGS. 3 IN. FORMED SURFACES EXPOSED TO EARTH OR WEATHER. 5. WHEN NONUNIFORM OR CONCENTRATED LOADS ARE SHOWN ON THE DRAWINGS, THE MANUFACTURER SHALL DESIGN THE JOISTS IN ACCORDANCE WITH PARAGRAPH 4.1 OF THE #6 BARS AND LARGER 2 IN. STANDARD SPECIFICATION FOR OPEN WEB STEEL JOISTS, K-SERIES, #5 BARS AND SMALLER 1-1/2 IN. 6. STEEL JOIST BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH THE SJI SPECIFICATION. ' FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER: ALL BRIDGING AND BRIDGING ANCHORS SHALL BE PLACED AND STEEL JOIST ENDS FIXED PRIOR TO THE APPLICATION OF ANY LOADS. BRIDGING THAT TERMINATES AT, OR IS BEAMS, GIRDERS AND COLUMNS 1 1/2 IN. INTERRUPTED BY, STRUCTURAL STEEL BEAMS, MASONRY WALLS OR CONCRETE WALLS SLABS, WALLS AND JOISTS SHALL BE ATTACHED THERETO. COORDINATE BRIDGING LOCATIONS TO AVOID INTERFERENCE #11 BARS AND SMALLER 3/4 IN. WITH ALL MECHANICAL, ELECTRICAL AND FIRE PROTECTION EQUIPMENT. #14 AND #18 BARS 1-1/2 IN. 7. MINIMUM BEARING REQUIREMENTS, UNLESS NOTED OTHERWISE. 12. LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS NOTED 2-1/2" ON STRUCTURAL STEEL OTHERWISE. WHERE CLASSES ARE NOT CALLED OUT ON DRAWINGS, USE CLASS "B" 4" ON STEEL BEARING PLATES OVER MASONRY OR CONCRETE SPLICES. TENSION SPLICES (INCHES) COMPRESSION SPLICES 8. UNLESS NOTED OTHERWISE, STEEL JOISTS SHALL BE ATTACHED TO SUPPORTING STEEL (INCHES) WORK OR STEEL BEARING PLATES WITH (2) 1/8" FILLET WELDS (ONE EACH SIDE) 1" LONG, BAR TOP BARS OTHER BARS OR WITH A 1/2" DIAMETER BOLT. SIZE A B A B 3 22 28 17 22 12 9. STEEL JOISTS AT COLUMN CENTERLINES SHALL BE BOLTED TO STRUCTURAL STEEL WITH 4 29 37 22 29 15 (2) 1/2" DIAMETER BOLTS. WHERE STEEL JOISTS DO NOT SPACE TO COLUMN CENTERLINES, 5 36 47 28 36 19 USE BOLTED CONNECTIONS FOR THE STEEL JOIST CLOSEST TO THE CENTERLINE. 6 43 56 33 43 23 7 63 81 48 63 27 10. HOLES IN STEEL JOIST CHORDS WILL NOT BE PERMITTED, EXCEPT FOR BOLTED 8 72 93 55 72 30 CONNECTIONS AT THE BEARING END OF THE STEEL JOIST. #9 81 105 62 81 34 10 98 116 69 89 38 11 98 128 76 98 42 11. ALL ITEMS SUCH AS MECHANICAL EQUIPMENT, DUCT WORK, PIPES, CEILING, FIXTURES, ETC. THAT ARE TO BE SUPPORTED OR HUNG FROM THE STEEL JOISTS SHALL BE FRAMED WITH AUXILIARY FRAMING TO THE PANEL POINTS OF THE STEEL JOIST WHEN REQUIRED. COMPRESSION DOWEL EMBEDMENT: 22 BAR DIAMETERS SEE TYPICAL JOIST LOAD STRUT DETAIL. LAP WELDED WIRE FABRIC ONE SPACING OF CROSS WIRES PLUS 2". 12. REPAIR OR REPLACE ALL DAMAGED STEEL JOISTS. THE PROJECT MANAGER SHALL BE 13. BASE PLATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC., BELOW GRADE SHALL BE THE SOLE JUDGE AS TO WHETHER A JOIST CAN BE REPAIRED OR MUST BE REPLACED. COVERED WITH A MINIMUM OF 3" OF CONCRETE. 13. ALL JOISTS FORTY FEET (40') AND LONGER MUST BE FABRICATED TO ALLOW FOR BOLTING TO STEEL STRUCTURAL SUPPORTS (NOT REQUIRED @ MASONRY SUPPORTS). REINFORCED MASONRY: 14. ALL JOISTS @ COLUMN LINES SHALL BE PROVIDED WITH BOTTOM CHORD EXTENSIONS. 1. MASONRY WALLS HAVE BEEN DESIGNED TO SPAN VERTICALLY AS SIMPLE SPANS FROM FLOOR TO ROOF AND ARE DEPENDENT UPON THE COMPLETED ROOF STRUCTURE, METAL ROOF DECK, AND COMPLETION OF ALL MASONRY WALLS FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING ALL NECESSARY BRACING AS REQUIRED FOR CONSTRUCTIONS LOADS, METAL ROOF DECK: (FURNISHED BY OWNER) s FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL THE ENTIRE STRUCTURE IS COMPLETE. THE SHORING SHALL NOT RELY ON ANY MOMENT RESISTANCE 1. METAL ROOF DECK SHALL COMPLY WITH THE REQUIREMENTS OF THE STEEL DECK CAPACITY OF THE FOOTINGS. INSTITUTE SPECIFICATIONS AND COMMENTARY FOR STEEL ROOF DECK (1992). n ' � 2. REINFORCED MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, f'm, OF 2. METAL ROOF DECK SHALL BE CONFIGURATION, DEPTH AND GAGE AS SHOWN ON THE 12 "' 1500 PSI. MASONRY UNITS SHALL BE NORMAL WEIGHT BLOCK CONFORMING TO ASTM DRAWINGS. ATTACHMENT TO THE SUPPORTING STRUCTURE SHALL BE AS SHOWN ON THE C90 WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 2000 PSI. MORTAR SHALL CONFORM TO ASTM C270, TYPE S. GROUT SHALL CONFORM TO ASTM C476 DRAWINGS. SEE ROOF PLAN NOTES. a, 3. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED 3. DO NOT HANG OR SUPPORT ANY LOADS FROM METAL ROOF DECK. w OTHERWISE. 4. METAL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. S 4. CONTINUOUS WIRE REINFORCING (JOINT REINFORCING) SHALL BE GALVANIZED U i FABRICATED UNITS WITH A SINGLE PAIR OF 9 GAUGE SIDE RODS AND 9 GAUGE CROSS 5. PROVIDE SUMP PANS AS SHOWN. SUMP PANS SHALL BE MANUFACTURER'S STANDARD. RODS FABRICATED FROM COLD -DRAWN STEEL WIRE COMPLYING WITH ASTM A82. JOINT o REINFORCING SHALL BE SPACED AT 16" O.C. VERTICALLY IN ALL MASONRY WALLS. 5. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF VERTICAL CONTROL JOINTS. MISCELLANEOUS: HORIZONTAL BOND BEAM AND LINTEL REINFORCING SHALL BE CONTINUOUS ACROSS 3 VERTICAL CONTROL JOINTS. JOINT REINFORCING SHALL BE STOPPED EITHER SIDE OF 1. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO VERTICAL CONTROL JOINTS. PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 0 m 6. ALL REINFORCED CELLS, ALL CELLS BELOW GRADE AND ALL CELLS BELOW FINISH 2. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND FLOOR SHALL BE GROUTED SOLID. MECHANICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH Li 7. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL BLOCK CORE, IT REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. 0) SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN 6 VERTICAL. DOWELS MAY BE 3. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN a- GROUTED INTO A CELL IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT APPROVAL OF THE PROJECT MANAGER. CELL TO THE VERTICAL WALL REINFORCING. 8. REINFORCING STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING STARTS. 4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE 6 WITHOUT THE WRITTEN APPROVAL OF THE PROJECT MANAGER. Y 9. SPLICED REINFORCING SHALL BE LAPPED 48 BAR DIAMETERS OR 24 INCHES, NOT ON THE WHICHEVER IS GREATER. 5. OPENINGS 1'-4" AND LESS ON A SIDE ARE GENERALLY SHOWN 0 STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR 10. VERTICAL BARS SHALL BE HELD IN POSITION AT 48" MAX WITH VERTICAL BAR SUCH OPENINGS. £ POSITIONERS AT TOP OF BOTTOM COURSE AND BOTTOM OF TOP COURSE AND AT 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD z INTERVALS NOT EXCEEDING 200 DIAMETERS OF THE REINFORCING, NOR 10 FEET. BARS IMPOSED UPON STRUCTURAL FRAMING, CONSTRUCTION LOADS SHALL NOT EXCEED THE m SHALL BE IN PLACE PRIOR TO GROUTING. DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. j 11. VERTICAL REINFORCING BARS SHALL HAVE A MINIMUM CLEARANCE OF 3/4 OF AN 7• THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE INCH FROM THE MASONRY AND NOT LESS THAN ONE BAR DIAMETER BETWEEN BARS. CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR m a 12. VERTICAL CELLS THAT WILL BE GROUTED SHALL HAVE A VERTICAL ALIGNMENT TO SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION 0 MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 3" X 4". METHODS AND/OR SEQUENCES. °J 13. GROUTING SHALL BE STOPPED 1-1/2" BELOW THE TOP OF A COURSE TO FORM A 8. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. KEY AT THE POUR JOINT. 9. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND ayi 14. GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE OPERATION. CONSTRUCTION PERIOD. 10. IN CASES WHERE MATERIAL SHOWN OR SPECIFIED IS NOT READILY AVAILABLE, THE 0 15. ALL BOLTS, ANCHORS, ETC., INSERTED IN THE WALLS, SHALL BE GROUTED SOLID INTO CONTRACTOR MAY PROPOSE THE USE OF ALTERNATE MEMBERS FOR REVIEW BY THE POSITION. PROJECT MANAGER. THE ALTERNATE MEMBERS PROPOSED MUST PROVIDE THE SAME V) STRENGTH AND STIFFNESS AS THE ORIGINAL DESIGN. CONTRACTOR SHALL BE N RESPONSIBLE FOR VERIFYING THAT SUBSTITUTIONS DO NOT INTERFERE WITH STRUCTURAL STEEL: ARCHITECTURAL, PLUMBING, MECHANICAL, ELECTRICAL, ETC. REQUIRMENTS. ANY J cu 1. STEEL SHALL CONFORM TO THE FOLLOWING GRADES: ADDITIONAL COSTS ASSOCIATED WITH THE PROPOSED SUBSTITUTION SHALL BE BORNE BY Q ALL CHANNELS, ANGLES, PLATES, ETC. (UNO) A36 THE CONTRACTOR. ALL WIDEFLANGE(UNO) ONSR WRITING " TURALTUBE A500 (Fy=46) STRUCTURAL DEVIATION THECONTRACTDOCUMENT . THE CONTRACTOR SHALL NOT BE u STEEL PIPE A53 (Fy=35) RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE PROJECT MANAGER'S Y ANCHOR BOLTS A307 REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THE CONTRACTOR HAS BOLTS A325 SPECIFICALLY INFORMED THE PROJECT MANAGER OF SUCH DEVIATION AT THE TIME OF 6 WELDING ELECTRODES E70XX SUBMISSION, AND THE PROJECT MANAGER HAS GIVEN WRITTEN APPROVAL TO THE v SPECIFIC DEVIATION. BEAM OR JOIST I A I I I S0.1 I � I I I I I I 'E' I I "E" I I I I I I I SPECIAL INSPECTIONS: 1. SPECIAL INSPECTIONS SHALL BE PROVIDED DURING CONSTRUCTION FOR THE FOLLOWING: CONCRETE: DURING THE TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CONCRETE (EXCEPT SLABS ON GRADE). BOLTS INSTALLED IN CONCRETE: PRIOR TO AND DURING THE PLACEMENT OF CONCRETE AROUND BOLTS IDENTIFIED ON THE DRAWINGS (IF ANY) AS REQUIRING SPECIAL INSPECTIONS. REINFORCING STEEL: FOR CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE CLOSING OF FORMS OR THE DELIVERY OF CONCRETE TO THE JOB SITE. STRUCTURAL WELDING: VERIFY THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS PRIOR TO THE START OF WORK AND PROVIDE PERIODIC INSPECTIONS OF WORK IN PROGRESS AND A VISUAL INSPECTION OF ALL WELDS (INCLUDING WELDING OF METAL ROOF DECK) PRIOR TO COMPLETION OF WORK. INSPECTION IS NOT REQUIRED FOR WELDING DONE IN AND APPROVED FABRICATOR'S SHOP. HIGH STRENGTH BOLTING: PROVIDE PERIODIC INSPECTIONS TO INSURE THAT THE PLIES OF THE CONNECTED ELEMENTS HAVE BEEN BROUGHT IN TO SNUG CONTACT. STRUCTURAL MASONRY: DURING THE PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, AT THE START OF LAYING UNITS, AFTER THE PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING OPERATIONS. 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE HIS COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 3. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN D SPECIFICATIONS. THE INSPECTOR MAY NOT ALTER MODIFY DRAWINGS AN F , ENLARGE OR WAIVE ANY OF THE REQUIREMENTS OF THE DOCUMENTS. FURNISH INSPECTION REPORTS TO THE OWNER, THE BUILDING OFFICIAL, AND THE PROFESSIONAL OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, SUBMIT A COMPLETE LIST TO ALL OUTSTANDING DISCREPANCIES ON A WEEKLY BASIS TO THE OWNER, THE BUILDING OFFICIAL, AND THE PROFESSIONAL OF RECORD UNTIL ALL CORRECTIONS HAVE BEEN COMPLETED. SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTIONS WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. 4. STRUCTURAL OBSERVATION (AS DEFINED IN CHAPTER 17 OF THE BUILDING CODE) IS NOT REQUIRED. 5. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF OTHER SPECIFIED TESTING, DUPLICATE INSPECTIONS SHALL NOT BE REQUIRED. "B' LAP USE GREATER OR 'A' LAP 0 5 a � <2 W m oll CORNER BARS U MATCH SIZE & SPACING OF HORIZ. BARS. WHERE SIZE AND SPACING DIFFER, MATCH LARGER AREA. PROVIDE #4 © 12" O.C. Ld CORNER BARS W/ (3) #4 SUPPORT BARS WHERE THERE ARE NO HORIZ. BARS. tSEEPLAN TYPICAL PLAN f � � � • liq II 48 BAR OR 24" CORNER BARS MATCH SIZE & DIA. MIN, ZTFFER, MATCH LARGER ARE�� TYPICAL PLAN OF CORNER AND INTERSECTION OF MASONRY SPACING BEAM OR JOIST L3x3x1/4 (TYP.) PROVIDE ANGLES AS REQ'D TO FRAME OPENING. PROVIDE JOIST STRUT AS REQ'D. SEE TYP. JOIST LOAD STRUT DETAIL.-, NOTE: TYP. ROOF OPENING DET. SHOWN APPLIES TO ALL ROOF OPENINGS WHERE LEAST DIMENSION IS 13" OR LARGER. REINFORCE ROOF OPENINGS LESS THAN 13" BY WELDING 16 GAGE SHEET METAL 1'-0" WIDER THAN OPENING TO METAL ROOF DECK. WHERE DIMENSION "E" IS LESS THAN 6", ANGLE MAY BE OMITTED. DECK OVER OPENING. CUT HOLE IMMEDIATELY PRIOR TO BEING FILLED WITH EQUIPMENT PLAN EXTEND JOIST BOTTOM CHORD TO COLUMN. PROVIDE A STABILIZER PLATE 6x6(VERIFY THICKNESS REQUIRED WITH JOIST SUPPLIER) PROVIDE A 13/16" DIA. HOLE IN LOWER NEAR CORNER. DO NOT WELD JOIST TO STABILIZER PLATE. --\\ BOLTS (TYP ) ON A 5" GAGE j 1 1/2' 8"x(B + 6") CAP PLATE EXTEND JOIST BOTTOM CHORD TO COLUMN. PROVIDE A STABILIZER PLATE 6x6(VERIFY THICKNESS REQUIRED WITH JOIST SUPPLIER) PROVIDE A 13/16" DIA. HOLE IN LOWER NEAR CORNER. DO NOT WELD JOIST TO STABILIZER PLATE. / JOIST W/ (2) 1/2" DIA. BOLTS (TYP.) \\ CONC. BLOCK WALL 1/2' I 16 /16 BOT. STAB. F� JOIST GIRDER -� s I JOIST GIRDER M STABILIZER PLATE (VERIFY BOT. STAB. FE I HOLE THICKNESS REQ'D W/ JOIST E GIRDER SUPPLIER) DO NOT STEEL COLUMN WELD JOIST GIRDER TO SEE SCHEDULE STABILIZER PLATE TYPICAL JOIST GIRDER TO COLUMN CONNECTION GROUT CELLS - SOLID @ ANCHOR LOCATIONS BRIDGING ANCHOR CLIP TOP & BOTTOM BY JOIST MANUFACTURER JOIST W/ (2) 1/2" DIA. BOLTS (TYP.) CAP PLATE - 8"x(B+3 1/2") (2) 3/4"0 BOLTS ON A 5" GAGE 1/2' Vj 3 /16 '-JOIST GIRDER B I HOLE STABILIZER PLATE (VERIFY THICKNESS REQ'D W/ JOIST IEQ. EQ.� GIRDER SUPPLIER) DO NOT WELD JOIST GIRDER TO STABILIZER PLATE STEEL COLUMN SEE SCHEDULE TYPICAL JOIST GIRDER TO COLUMN CONNECTION DIAGONAL BRIDGING IN EXTERIOR SPACES JOIST BRIDGING 3/8"0 RAMSET/RED HEAD DYNABOLT SLEEVE ANCHOR W/ 2 1/2" EMB. TYPICAL JOIST BRIDGING ANCHOR 2 'H' CONT. FOOTING T �7 Y m 4 �[ III=III=III=III=III=III= a ° ° III -III -I I I_I I I -III= a BARS TO MATCH a a CONT. FOOTING CONT. FOOTING REINF. 2 MIN. o 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I TYPICAL STEPPED FOOTING DETAIL COLUMN , rm V) Ix NOTE: bi O Q "A" Z m WHERE DIM. IS EQUAL TO OR GREATER THAN 6" AND N (2)L2x2x1 /4 (ONE EACH SIDE OF JOIST) UU F Lo LOAD EXCEEDS 100 LBS. FIELD INSTALL (2)L2x2x1/4 AS SHOWN "A. \�, N v 0 " - N LOAD Z w ® a a N 0- µ a 06 ® ro 0 0 oz 0 0'o wo 4 3-& 0 0 0 �o > W Ol n Jc, OF,d�, (nM 40: WZ �� QV. a0>> Q U 316� 11 2 YP. 3/16 1 1/2 LOAD STEEL JOIST "A" SEE PLAN (2) L2x2x1 /4 (ONE EACH SIDE OF JOIST) TYPICAL JOIST LOAD STRUT DETAIL- (3) #4 x 6'-0" LONG IN SLAB ON GRADE AT COLUMN WHERE NO CONSTRUCTION OR SAW CUT CONTROL CONTROL JOINT OCCURS JOINT , SLAB ON GRADE ONTROL JOINT FILLER W. W. F. BASE PLATE Q c°x o 4-1-11 >C o. CONSTRUCTION OR - J CONTROL JOINTS NOTE: COLUMN 1/2" PREMOLDED SAW CUT SLAB WITHIN 12 HOURS FILLER AFTER SLAB HAS BEEN PLACED. CONTROL JOINT NOTE: ANY MATERIALS USED IN FORMING KEY JOINT SLAB ON GRADE 1:4 SLOPE MUST BE REMOVED t- x o X o o .o o o o T/10 cu (3/4" MINIMUM) CONSTRUCTION JOINT SLAB JOINT DETAILS- IYN. ITN. 4 ANCHOR BOLT 4 ANCHOR BOLT BASE PLATE BASE PLATE FINISH FLOOR BASE PLATE BOTTOM OF BASE PLATE - I I I - 1 /4" LEVELING PLATE (OPTIONAL) NON -SHRINK GROUT TOP OF FOOTING 4 Q -�. ° ° ANCHOR BOLTS - OR PILASTER- SEE TYPICAL BASE SEE PLAN o 1 . ° ° ° a ° a. 2 SQUARE NUTS LOCKED, BURR THREADS (TYP.) Ilk OUTLINE OF INSIDE FACE OF RTU CURB BEAM OR JOIST BEAM OR JOIST BEAM OR JOIST OUTLINE OF INSIDE FAC OF RTU CURB T] I I A I ___ I I ____ I OUTLINE OF CURB II I i q NOTE: I --------I NOTE: I � I I I S0.1 CUT ROOF DECK ONLY CUT ROOF DECK ONLY II I ® ROOF OPENINGS ( I ® ROOF OPENINGS L3x3x1/4 AS REQ'D. L4x4x1/4 UNDER RTU I I I TO FRAME OPENINGS CURB (TYP.) PROVIDE JOIST STRUT AS REQ'D. I SEE TYP. JOIST LOAD L3x3x1/4 AS REQ'D, I I STRUT DETAIL I i I GIRDER OR BEAM TO FRAME OPENINGS I I COPE ANGLE AS REQ. o I I o I I TO CLEAR GIRDER - J I I I I B C B S0.1 S0.1 S0.1 DECK OVER OPENING. CUT PLAN LY PRIOR HOLE TO BE NGDIFILLED PLAN WITH EQUIPMENT TYPICAL RTU SUPPORT NOTE: DETAIL ALSO APPLIES TO HU, GR, EF & SF. 4 ANCHOR BOLT BASE PLATE PLAN COLUMN 1/2" PREMOLDED FILLER SLAB ON GRADE ° -x. ° a a' a SECTION I­ SIDES 4 SIDES )F COL. 1/4 OF COL. EQ. EQ. O / O w O w �} 11/Y - TYP. 4 ANCHOR BOLT BASE PLATE NOTE: SEE COLUMN SCHEDULE FOR COLUMN BASE PLATE AND ANCHOR BOLT SIZES. SEE TYPICAL COLUMN BASE DETAIL FOR ANCHOR BOLT LENGTHS. TYPICALDETAILS NOTE: SLAB ON GRADE GENERAL CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND PIPING, CONDUIT, ETC. W/ APPROPRIATE -x-x-x SUBCONTRACTOR. ADJUST FOOTING le u ELEVATIONS AS REQUIRED. m PROVIDE 1" CLEAR BETWEEN PIPE AND o SLEEVE TYP. (CAULK CONC. BILK. WALL WHERE NECESSARY) CONC. FILL JOINT d d. a.a III �IIIIIId �i a d d d =III -III- Z -III-III=1I a Q ° IIIIIII' T �- - 1 =I T1 _j1 -_-�. �2 - d- d d 2 PROVIDE 1" CLEAR d z o BETWEEN PIPE AND a SLEEVE TYP. (CAULK ° io LINE OF MAX. WHERE NECESSARY) EXCAVATION DEPTH ADJACENT TO FTG. CONC. FILL 2'-O" MIN. -TYPICAL PIPE @ FOUNDATION DETAIL (2) ST w o �_ o c,a li °oo ®P rc N ' m a 0j \ m tee.\l m« jjjc 0� m� 00M III w -t �a lia Ld Q U c1 c U > 0 a Q Z U 0 � Y W m Z 0 0m a m p ❑ Z In 0 ❑ Q LuLu ui ro ® >; c 0 < Z U v c 0 9 a� L. - ®� ZW �WH L� w< 0< 6 owzIL cq< Z N N O _ W 0 ? N ❑" # 0 0 0 0 2 U co Ffm U 0 J- A BEAM OR JOIST } r a T O N ®� 0 B SECTION C SECTION N umILJ S0.1 S0.1 Phase CONTRACT DETAILS SHOWN ON THIS SHEET ARE APPLICABLE THROUGHOUT THE DESIGN DRAWINGS. THESE DETAILS ARE DEFINED AS GENERAL STANDARDS THAT Shoot No. ARE USUALLY NOT IDENTIFIED BY SPECIFIC REFERENCE WITHIN THE DRAWINGS. THESE DETAILS MAY BE MODIFIED OR SUPERSEDED BY SPECIFIC DETAILS THAT ARE REFERENCED WITHIN THE DRAWINGS. somi i i 0 H G"9 G F E D C g N A N 211' " s 1 f' s 2. 2.7LO 3 3.249 3.9 4 it 5ri a 0 m vSEE ARCH. cu cn L a 6 U) U) v c 73 3 0 v W 6 a CD 6 El - - - - - - - - - ( Y I 6 a v E 0 :D zul FOUNDATION PLAN NOTES ar SLAB SCHEDULE 1. SEE SHT. SO.1 & S1.2 FOR GENERAL NOTES AND TYPICAL DETAILS. LOCATION THICKNESS &REINF. SUBBASE 2. ALL ELEVATIONS REF. FROM FIN. FL. EL. = 100'-0" FOR REFERENCE ONLY (SEE CIVIL DRAWINGS FOR ACTUAL ELEVATIONS.) 6 MIL R (SA EN VAPOR 3. TOP OF ALL INTERIOR FOOTINGS TO BE AT EL. 99'-4" UNLESS NOTED OTHERWISE. SALES AREA 4" CONC. SLAB ON GRADE REINF. m W/6x6-W1.4xW1.4 W.W.F. BARRIER (SALES/OFFICE ROAD SHOP SLAB AREA ONLY) OVER 4" 4. TOP OF PILASTERS TO BE AT EL. 99'-4" UNLESS NOTED OTHERWISE. GRANULAR SUBBASE WAREHOUSE/RECEIVING FOOTING SCHEDULE 5. T/F = TOP OF FOOTING ELEVATION. 0 c COMPACTOR PAD 6" CONC. SLAB ON GRADE REINF. TRUCK RAMP W/ 6x6-W2.9xW2.9 W.W.F. 4" GRANULAR SUBBASE MARK SIZE REINFORCING (EX ® BOTTOM-U.N.O.) 6. T/P = TOP OF PILASTER ELEVATION. FOUNDATION PLAN cu 7. SOME AREAS OF SLAB REQUIRE CORE DRILL TO SET POSTS. SEE ARCH. PLAN (U �, F1 4'-6" x 4'-6" x 1'-6" (5) #6 E.W. BOTTOM AND DETAILS. q SIDEWALK 4" CONC. SLAB ON GRADE REINF. F2 7'-0" x 7'-0" x 2'-6" (8) #6 E.W. TOP AND BOTTOM �� u W/6x6-W1.4xW1.4 W.W.F. 4' GRANULAR SUBBASE SCALE: 1 �H =1 -O 8. UNLESS OTHERWISE SHOWN, SEE TYP. LINTEL BEARING DETAILS ON SHEET S1.2 FOR ADDITIONAL WALL REINFORCEMENT REQUIRED ® SIDES OF OPENINGS IN u F3 4'-0" x 4'-0" x 1'-6" (4) #6 E.W. BOTTOM MASONRY WALL. Y TRANSFORMER PAD * PER UTILITY CRITERIA PER UTILITY CRITERIA F4 6'-0" x 6'-0" x 2'-0" (6) #6 E.W. TOP AND BOTTOM PLAN NORTH 61 9. FOLLOW SLAB CONROL JOINT SPACING AS SHOWN ON PLAN. NO CONTROL JOINTS 6 F5 8'-0" x 9'-0" x 3'-O" (8) #6 TOP & BOT. L.W., (9) #6 TOP & BOT. S.W. REQUIRED BETWEEN COLUMN LINES C AND H WHEN FLOOR COVERINGS UTILIZED. v *SEE CIVIL DRAWINGS FOR MORE INFORMATION 10. SEE SPECIFICATION FOR INTERIOR SLAB FINISHES. i� 01 �.2 /19 -8 1'-0" � 30'-6 5/8" 30'-6 5/8" 30'-6 7/8" 30'-6 5/8" 30'-6 5/8" 30'-6 5/8" 1'-0" 26'-4" I I I I I I I ADJACENT I TENANT I I I I I I I I I I o T I I -- � -- ° I I I �01 I � I 19�S1.2S1.2 S1.2 I I I I F� I I 5 6 I S1 2 i COLUMN i TYP. ®CORNER \ I I I I I WAREHO SE I I I CONTROL JOINT��� 1 S1.2 I I I I I � z o S1.2 " I I I I I i I I I I I I CONTROL JOINT JI s1.2 I r � I I I RECE VING ���e N " � I CONTROL JOINT CONSTRUCTION JOINT ® CEIVING I N � � o CONc. 11 M A��NRY F��Np, $1.2 I MERGE FOOTINGS AS REQUIRED � I �. Q' O Q r7 �1 z lJ a N Cd 0 W N ® d o U mi ° o W , g 35.N 0 o� �O U r, 00 4- W z (n GO In M CW w Q U o. 0 >> Q U �a v 0 o 00 0o � C=) 010 m u C r a� �• 0 " 0m m L ;3 n$ (jL as a Lu Q U a c U > 0 a Q 0 U \ I ll A00 o 0 U Q I �w IL ro ® >; Q o Z 0 C O.O U ®o v <2 p U tl ®Q )o EO Y ®Z Z� a25 roit oQ m 00 2O ha) �,0) o� N _® Z N O 0 VJ i fit N U W O � � h o 00 CL V00 V) c j 00 U� oM a i � U 0)LLo L Phase CONTRACT Shoot No. I Simi 1' y` 0 N N J E a ID c� i 0 0 N V N S U L F 6 N N L a a, 3 0 0 v w v a 0 d 0 Y d a v E d z i v D 3 N V) i 00 v c� W v J i 0 v N cU v N LA A U U U Y v E z N L, FOR VENEER/4" CMU ALONG FRONT WALL SEE SECTION 1 /A3.2 8 CONC. BLOCK (2) LAYERS #5 0 24" O.C. VERT. HORIZ. JT. REINF FULL HT. OF WALL 0 16" O.C. SLAB ON GRADE - 1/2" PREMOLDED SEE SLAB SCHEDULE FlLLER 0 SLAB 2'-0" FINISH FLOOR SLAB OR FIN. GRADE x ° ° . EL. = 1 DO'-0" Cg #5 DWLS. 0 48" O.C. WHERE "H" IS GREATER THAN 2'-0" 080° GROUT ALL CELLS SOLID BELOW GRADE T/F SEE PLAN_. Q Q O q i �• d 4 ' 4 CONC. FDN. WALL - SEE SECTIONS 10/S1.2 & 11 /S1.2 FOR REINF. 8" MASONRY FDN. WALL, SEE SEC 1 /S1.2 FOR REINF. #5 x 4'-0" LONG DWLS. #4 DWLS. TO 0 16" O.C. VERTICALLY (2) #5 CONT. 8° MATCH VERT. ALTERNATE HKS. 2'-0" 1 SECTION 51. 2 SCALE : 1 /2"=1'-O" 1/2" PREMOLDED FILLER SLAB - SEE SLAB SCHEDULE x-x- ao r-#4 x 4'-0" 0 12" O.C. 0 DOORS SLAB ON GRADE -SEE SLAB SCHD. & PLAN 2'-6- = -. - #4 DWL. 0 12" O.C. - 8" CONC. BLOCK SEE SECTION 1 FOR REINF. 1/2" PREMOLDED FILLER #4 x 4'-0" 0 12" O.C. ASPHALT SLOPE - SEE ARCH. 8" CONC. BLOCK -+• SEE SECTION 1 FOR REINF. 2 SECTION - SCALE : 1/2"=1'-O" I EE PLAN I MASONRY WALL (BEYOND) I 3'-0" #4x F- 0 16" O.C. I SLAB ON GRADE - SEE SLAB SCHEDULE X4 X' a ° co 8 SECTION. K�q SECTION SCALE : 1/2"=1'-O" 51.2 SCALE : 1/2"=1'-O" - SEE ARCH. 7 5/8" EE PLAN Q LQ, EQ EC. 8" CONC. BLOCK 8" CONC. BLOCK 32 D. #6 0 32" O.C. VERT. FULL WALL (2) LAYERS #5 0 24" O.C. VERT. 1 FULL HT. OF WALL HORIZ. JT. REINF 0 16" O.C. SLAB ON -GRADE - SEE SLAB SCHEDULE #4 DWLS INTO FTG. 1 2" PREMOLDED 2'-0° TO MATCH FILLER 0 SLAB SLAB OR FIN. GRAD 77 ° 2 ° 0yl #5 DWLS. 0 48" O.C. WHERE "H" IS GREATER THAN 2'-0" 2 6 08o GROUT ALL CELLS AND VOID CONT. TO °d #4 DWLS. TO 77 SOLID BELOW GRADE ROOF MATCH VERT. T/F SEE PLAN 2 6 o ° a (3) #5 CONT. CONT. TO • a a n.. ROOF #4 DWLS. TO 1'-5" MATCH VERT. #3 TIES 0 16" O.C. 2'-9r TERMINATE BLOCK (SHADED AREA) 8" BELOW ROOF DECk ri 5 SECTION. 51, 2 SCALE : 1 /2"=1'-O" (2) #5 VERT. IN CENTER OF WALL. FULL HEIGHT OF WALL (W/ #4 DWL. INTO FTG. TO MATCH) GROUT CELLS SOLID r MASONRY WALL L LINTEL I 11 I � SEE STEESCHEDULE GROUT ALL CELLS SOLID FULL HEIGHT OF PILASTER 8" 8° ri 6 SECTION. S1.2 SCALE: 1" = 1'-0" r-----• ----- ---- 7r I 8" B ING 3/4" GROUT (2) 3/4" DIA, ANCHOR BOLTS W/ 4" HOOK. EMBEDDED 1'-4" INTO WALL BELOW IL (1) #5 VERT. (W/ #4 DWL. INTO FTG. TO MATCH) GROUT CELL SOLID TYPICAL LINTEL BEARING MASONRY WALL CONTRACTOR'S OPTION TO OMIT 9 PILASTER IF T.O.F. = 98'-0" OR LESS. GC TO COORDINATE W/ STEEL FABRICATOR. COL. FTC. SEE PLAN CENTER FTG. ON COL. I COL. FTG. SEE PLAN CENTER LINE U.N.O. EQ. EQ. CONC. BLOCK WALL CENTER FTG. ON COL. CONC. BLOCK WALL CENTER LINE U.N.O. I CONC. BLOCK WALL -----� L -----j L-------------------I I CL 0 A l� 1) l I \ /� /` 11) r` 11) \l \ 1 I�f ��I I�/ �o ; W v o 0- I I I I I I I I I I COLUMN & I d I BASE PLATE - I I I I SEE PLAN I I I I I -.`_ I 14"x2O" CONC. PILASTER REINF. W/ (4) #6 VERT. 11yCONC. PILASTER 14"x14" CONIC. PILASTER I & #3 TIES @ 12" O.C. REINF. W/ (4) #6 VERT. DOWEL INTO FTG. W/ (4) #6 & #3 TIES 0 12" D.C.DOWEL INTO FTG. W/ (4) #6 EE PLAN 3 SECTION- 4SECTION- (`5SECTION- �.2SCALE : 1/2"=1'-0" SCALE : 1/2"=1'-0" SCALE : 1/2"=1'-O" S1.2 S1.2 SHALL Ht WOMIJINAItU SLEEVE FOR PIPE CMU BLDG. WALL WITH EQUIP. PURCHASED RAIL - SEE ARCH (BEYOND) 1/2" PREMOLDED (3) #4 CONT. FILLER 0 SLAB 1" CHAMFER >OR ¢ a L 3x3x1 /4 CONT. W/ (3 SIDES) BOTH SIDES TOP OF WALL UJ m u 1/2;2" 6' ANCHORS FIN.BGRADE 1 z = 100 -0 u o 1 1/2" HOOK 0 2'-0' 3'-0" Ig oa o 0 0 o.c. (TYP 0 EDGES #4 x �® 12" o.c. EL. VARIES w ° (3 SIDES) SEE ARCH.-X=x OF DOCK o m c ) SLAB ON GRADE - 4 ` #6 0 12" O.C. SEE SECTION 11 ¢ _ (1) #4 CONT. 3'-0" SEE SLAB SCHEDULE q� o VERT. EE PLAN I ON S1.2 FOR o N #4 x1'-6" AND PLAN 2" C BALANCE OF ___ 18" D.C. ------ -- 1 4" INFORMATION 1 - . o #4 HORIZ. 0 a SEE TYPICAL LINTEL 8" CONC. BLOCK SLOPE ° ;,III=1 -III 12" O.C. SEE SECTION 1 a -�- 8" CONC. WALL BEARING DETAILS, SHT. SOA FOR REINF. FOR REINF. to x- x- .4 n 2-#5 CONT. 0 2" DIA. WEEP HOLES • a o 4 3 SIDES I 0 8'-0" O.C. #5 DWL. x 5'-0" LONG 1/2" PREMOLDED $°a 0 1LL PREMOLDED TO MATCH CMU VERT. FILLER ° - - GRAVEL BACKING FILLER TRUCK RAMP -SEE PLAN Illlll= &FILTER MATERIAL SLAB ON GRADE - AND SLAB SCHEDULE #6 DWLS. 0 12" O.C. �o _ SEE SLAB 6" 6" 6" oo SCHEDULE 1" CHAMFER SEE SLAB SCHEDULE SLOPES D TO MATCH VERT. p I FIN. FLOOR e ° x- x' - X X ° . • CONIC. WALL W/ o 4 X o00 #5 0 12" o.c. EA. WAY 0 0 EACH FACE aJr _ #5 CONT. 0 10" O.C. oo° 4 U #5 0 12" O.C. °001 T/F SEE PLAN 'a° DOWELS TO MATCH VERT. o T/F SEE PLAN CONC. WALL W/ ALTERNATE HOOKS #5 0 12" O.C. 3'-0" ' 4 3-#5 D �, EACH WAY EACH FACE #4 x 3'-0" 0 12" O.C. 1 ° CONT. M 8' 1'-0' 8" CLR. 3' C (2) #4 CONT. 2'-4" 8' 1'-0° SEE PLAN 1 o SECTION. 51. 2 SCALE : 1 /2"=1'-O" 11 SECTION.51.2 SCALE : 1/2"=1'-0" SEE 1 14" x 14" PILASTER PLAN -SEE SECTION 5/S1.2 FOR REINF. - o I 8" MASONRY FDN. WALL, I SEE SECTION 1 /S1.2 FOR REINF. #5 x 3'-O"� 0 16" O.C. VERTICALLY a. _ a 4 to d 4 '� W �a 1 tJ� °4 Cos 1 ° a RETAINING WALL - SEE CONC. FDN. WALL 4° SECTION 12/S1.2 FOR REINF. -SEE SECTIONS 10/S1.2 & 11/S1.2 FOR REINF. 5'-0" MIN. EXTENSION OF BOND BEAM BEYOND EA. SIDE BOND BEAM W/ (1) #5 IN CENTER OF WALL OVER OPENING STEEL LINTEL --- SEE SCHEDULE I 7r 17 SECTION_ S1.2 SCALE: 1/2" = 1'-0" (3) #6 EA. SIDE FOR 9"-2" WIDE TO 14'-0" WIDE OPNG. Ld FULL HT. OF WALL a:o (2) #5 EA. SIDE FOR 8'-0" WIDE OPNG. FULL HT. OF WALL (#4 DWLS. INTO FTG. TO MATCH ALL VERT. BARS) LID w (1) #5 TO UNDERSIDE OF LINTEL 0 0 mu \-3/4" GROUT A A (2) 3/4" DIA. ANCHOR GROUT 32' SOLID FOR BOLTS W/ 4" HOOK. 8'-O" TO 10'-0' WIDE OPNG. OPENING EMBEDDED V-4" INTO GROUT 48" SOLID FOR 14'-0" WIDE OPNG. WALL BELOWAe (1) #5 VERT. (W/ #4 DWL. A A INTO FTG. TO MATCH) GROUT CELL SOLID ELEVATION TYPICAL LINTEL BEARING FOR OPENING UP TO 14111-01' WIDE 12 SECTION - SCALE : 1 /2"=1'-O" EE ARCH. 1/2" PREMOLDED FILLER 0 SIDEWALK #4 DWLS. 0 12" O.C. SIDEWALK - SEE ARCH. 2'_0• - CONIC. SLAB F.F. 00 no cn q o0 0 #4 x 4'-0' 0 12" O.C. z ° OPTIONAL COLD JOINT CL .� w '- 12" CONC. TURN DOWN cuj n Md ° (2) #5 CONT. 18 SECTION- �.2SCALE : 1/2"=1'-O" STEEL LINTEL SCHEDULE CLEAR SPAN 12" BLOCK OR �� 8 BLOCK + 4 BRICK 8" BLOCK 6'-4" OR LESS (3) L3 1 /2x3 1 /2x1 /4 (2) L3 1 /2x3 1 /2x1 /4 OVER 6'-4" TO 10'-4" W8x10 W/ 11 x1 /4 PLATE W8x10 W/ 7x1 /4 PLATE OVER 10'-4" TO 12'-4" W8x13 W/ 11 x1 /4 PLATE W8x10 W/ 7x1 /4 PLATE OVER 12'-4" TO 14'-4" W8x21 W/ 11 x1 /4 PLATE W8x13 W/ 7x1 /4 PLATE LINTEL NOTES: 1. LINTEL SIZES SHOWN ARE DESIGNED TO SUPPORT MASONRY WALL ONLY ASSUMING ARCHING ACTION (AT 45 DEGREES) WITHOUT SUPERIMPOSED FLOOR OR ROOF LOADS. 2. LINTELS SHALL BE SHORED DURING CONSTRUCTION UNTIL THE MASONRY HAS ATTAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT (24 HOURS MINIMUM). 3. LINTEL SIZES SHOWN APPLY WHERE LINTEL SIZES ARE NOT OTHERWISE SHOWN ON THE DRAWINGS. 4. WHERE W8 BEAMS WITH PLATES ARE USED, PLATE SHALL BE CENTERED ON BEAM AND SHALL EXTEND FULL LENGTH OF BEAM. WELD PLATE TO BEAM WITH 3/16" FILLET WELDS 1 1/2" LONG SPACED AT 12" O.C. EACH SIDE. 5. SEE "TYPICAL LINTEL BEARING" DETAIL FOR END BEARING AND WALL ANCHORS. CONTRACTOR'S OPTION TO OMIT PILASTER IF T.O.F. = 98'-0" OR 0 LESS. GC TO COORDINATE W/ STEEL FABRICATOR. 0 EE PLAN EE PLAN TYP. COL. BASE PROVIDE 3" MIN. COVER OVER COL. BASE PLATE 1 2 PREMOLDED -----r i COLUMN HORIZ. JOINT i FILLER REINIF. 0 16" O.C. I I l` I\ Z I SLAB ON GRADE - a FIN. GRADE SEE SLAB. SCHEDULE _ OR SLAB ill �X. X:. o o 0 0 CONC. PILA TER 8" CONC. BLOCK SEE TYP. COL. BASE PLATE I I / 4 DIAMOND DETAIL L-------� F� T/F SEE PLAN CONIC. PILASTER CONC. BLOCK WALL I SEE SECTION 3 & 5 I � I 6 SECTION - SCALE : 1/2"=1'-O" SLAB - SEE PLAN AND SCHEDULE o ,x- x Q x I a • TURN DOWN W.W.F. (2) #5 CONT. 8" 13 SECTION - SCALE : 1 /2"=1'-O" #4 DWLS. 0 12" O.C. - #4 0 12" o O.C. HORIZ. 2'-0" SQ. SUMP PIT W/ 6" CONIC. ' WALL & 6" SLAB (3) #4 CONT. #4 DWLS. 0 12" O.C. ADJACENT CLIENT STRUCTURE I STRUCTURE MINIMUM BUILDING SEPARATION. I n n FTG.-SEE PLAN 7SECTION- SCALE : 1 /2"=1'-O" BAMA FOUNDRY HEAVY DUTY TRENCH FRAME AND GRATE 0 N COORD. W/ PLUMBING & CIVIL )" FOR PIPE LOC. & SIZE 4 RETAINING WALL - SEE 4 SECT 12 THIS SHT. ,p o ° _ 1'-0" I, B. ri T SECTION. 51.2 SCALE : 1/2"=1'-0" 8" CONC. BLOCK. SEE ARCH. FOR EXACT LIMITS 1/2" PREMOLDED FILLER SLAB ON GRADE - SEE SLAB SCHEDULE ASSUMED ADJACENT FIN. FLR. BUILDING FIN. FLR. =:G� x=.kv - X. icy x= EL = 100'-0" o z EL= SEE PLAN DOWELS TO MATCH SIZE GROUT ALL CELLS SOLID o 09 F m AND SPACING OF VERTICAL BELOW FINISH FLOOR REINFORCING N ri o U ZO�p 4 o ° 4,'° b I m4 r]� 3'-6" #5 0 12" O.C. TOP & BOTTOM ADJACENT BOARD FORM STRUCTURE CONT. FOOTING (4) #5 x CONT. FOOTING TOP & BOTTOM TYP. COL. BASE PROVIDE 3" MIN. COVER OVER BASE PLATE ASSUMED ADJACENT BUILDING FIN. FLR. o EL. = SEE PLAN -1 CFz. a r i v) DOWELS TO MATCH SIZE o g a AND SPACING OF VERTICAL ME. REINFORCING o z c. 0 9 cm, m ADJACENT BOARD STRUCTURE CONT. F FOOTING 19 SECTION S1.2 SCALE : 1/2" = 1'-0" OF COL. EE PLAN STEEL COLUMN 1 -SEE PLAN 8" CONC. BLOCK. SEE ARCH. FOR EXACT LIMITS 1 I 1 1/2" PREMOLDED FILLER, -SEE I TYP. COL. DIAMOND DETAIL I SLAB ON GRADE - SEE SLAB SCHEDULE III I I -�-X I I oogo ° 4 GROUT ALL CELLS SOLID BELOW FINISH FLOOR CONC. PILASTER -SEE SECTION 3 & 5 4 °4 °. 4.1 °. N U N C °4 SEE SCHEDULE FTG.-SEE PLAN SEE SCHEDULE FOR REINFORCING r2o` SECTION 51.2 SCALE : 1/2" = 1'-0" U) Q' O Q Ln NLd U� v Z of *�aM o ® ® o X N to o Oc _ o 0 ti 3�N 0 0 0 ^�� o� Wz �w d Q �vM o.om U \o '0 t=9 00 c, C,�j ItI x� m � A0� Q :p m e 10 mo .t Qe aa. oC Q U a m c U > ° a Q Z 41 U _O e- Q �-c� '- 0 o 0 a o a U � .J a Q 0 W Lu E B CcZ o c a0 0 o® ®� 0 0 0 ® Q a0 E0 °z Y-= ®� ZZ o D '0 i U ®N Z a O O > �` # at Ill o VIP L0. � w �00 �0 00 W m �- > 00 0 U °z o I- } Li 0 >1 Z LID0 ® J ° U �� o rn Phase CONTRACT I Sheet No. S1m2 i f I 0 H G■9 G 1'-0" 30'-6 5/8" 30'-6 5/8" F 30'-6 7/8" I'-B" 30'-6 5/8" ADJACENT\\\\\\\\\\\\ TENANT 30'-6 5/8" &..\C; zl� I - - \_ cn O a. 1-1 r Ln cn N y (D N N N N 1 cD Z r z -- - - - --CO r� v Y U z (0 0 Y Y n V) U N 1 I in cD y N y Y CD 00 M d- iri 00 cD cD d N N M z z z z D Y S2. CCD C�9 (DD N - - - - - - - - - - IN - - - - IN - - - - - N - - - - - - - - - - -- - - - m -- M cn W 2'-7 3/4" 7'-7 3/4" cn cn o in 1 u II RTU 7 °- W �` N G03-1� li I III- 341 LBS. Y �O Y ule EA. CORNER o M G`l' co W c�, 13'-0" 6'-10 5/8" `�\ p , �Oc/'- C, pcn o, G� O 5,, /1�S2.20 �- - \/\I /� N I I/\/�I \\ 7 S2.2 OCCURS BETWEEN 11�i�/mil-\ '� 1 AND 3 - - - - - N - - - N - - N - - - - - - - N - - - - - - - -- - - -- N i RTU 1 C14= Y cn r I I I I Y r` v N N 1461 LBS. --_- N N N �\\ i I V) N N - - - 1 - - - - - EA. CORNER - - - - - - - - 1 - - - - - - - - Y Oo n- cn V) 0- cYo z L4X4X5/16" TYP. (6) PLACES Yo \ � LID Y (0 m Y co t` COPE OUTSTANDING LEG AND N co co (0(0z WELD TO JOIST, TIGHT TO j z (0 co z 0 N UNDERSIDE OF DECK VERIFY _ 9 _ _ _ _ 0 _ _ _ _ _ N _ _ _ _ N _ _ _ _ _ 0 _ _ _ _ _ N LOCATION WITH ARCH. S2 M M M M PROVIDE 0.3 KIP ADD'L LOAD AT EACH JOIST FOR TV MONITOR G� i SUPPORT - SEE TYPICAL JOI T LOAD i 51 STRUT DETAIL - VERIFY LOCATION V) _ _ _ 20K4SP JST WITH ARCH. SEE SHEET A6.1 � - ■� - - - - - - - - - - - o - - - - 2 U O ^ cV 2 W cD o0 cn73 j \M 't x TYP. ® \ O 1 7 1 1 2 A N xx N 7 C4 COL. N ��� p �p �,' p - - - - `'� p gyp' O `1 0, �2.2 U.N.O. I , �' pArn 201<47 JST N - N \\\/\/I I II RTU #3 Y \/�� /\i it 1100 LBS. o / \\\ I\ II II EA. CORNER cV N N N N d - - - - - \ - - - - \ - - --- - J - - - - - - _ d DESIGN TOP CHORD FOR ----- -- c� 011 N AXIAL LOAD OF 6.5 KIPS II = � i ! I 6'-10 5/8" 10'-0" i a Z �v M LID cn a V) M x I - - - - - Y - - - - - - - - - Y - - - - - -� - - - - - y - - - - - 00 Y N 'x- x N cD c0 cV O oN Z z Z II N 4 � II x cn d C� oD N U 00 - - - - - - - - - - - - - - �- - - - - - - - - - - OCCURS BETWEEN 1 \ II � DESIGN TOP CHORD FOR 3 AND 4 ONLY in AXIAL LOAD OF 6.5 KIPS LD II 8 _ _r'' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N II _ _ _ _ _ S2. PROVIDE 0.3 KIP ADD'L LOAD AT M II EACH JOIST FOR TV MONITOR 0 20K4SP JST SUPPORT - SEE TYPICAL JOIST LOAD � I1 , c STRUT DETAIL - VERIFY LOCATION p, WITH ARCH. SEE SHEET A6.1 - A., - - �9 e I, I I I 1 1 I I I 1 17 0 p, BULKHEAD BELOW EFN W > I I SEE NOTE #11 A I s (p•, \ SIM. d- p I (`� I (I 1 I I I ., _ _ 1 rJ I I EF- Z V.2 x- loJ J - - - - - \ - - - - - 13'-0" 6'-10 5/8" - N - N - - - - - \ 9-6 7 8'r 14 6 1`'�- m R _ I I _ N N N `i I I N Z N 4- �� 1 N v I Y 1 II v 0 o N - - - - - N - - - - - can - - r--z\ ----2 O - (°n - - - - - - - � - - - ¢ Orr En �- 'r-->r-�-- II � Q pin _ w M L� ri z z i I i z z I I N ii i EA. CORNER z V) 00 z y 0 0 1 I/V \\\ C09 0 O� L=_----- Ji I � W � � N Y (� / \' Iq N N Lei L- \ N EN N N 0 U Q o0 J U U W X ED N L==1=====- i Q RTU 2 W4- BULKHEAD BELOW 10'-Q" 7'-7 3/4" 0 a 1461 LBS. - Y EA. CORNER N SEE NOTE #11 p cn a_ RTU #5 it I II li V) i �O I I ------- 582 LBS. 1 u II YN N I I in z•. I I I N EA. CORNER Ii � N Y--------I--�J _- O , > > ' " ' " 6-6 7 814-6 1 2 ��• �� N 2 , ��• ��• I I / gyLj p. cb �& N I ( C F-�r==-il RTU #4 ~ Y u V\/II _ u 315 LBS. R �c I I o u i EA. CORNER Y■v O N Lam- -''_---_ O a- - - - - - - - N - - - - - - - - - - - - N - - - -- EF - - - - w 1 N L4X4X5/16" TYP. (7) iv N N N I I ROOF HATCH _ , c� \ I I - SEE ARCH. •� S2.2 PLACES COPE & TYP. DETAILS 1-- N\ 4 N OUTSTANDING LEG N cn N N I I SHT S0.1__� AND WELD TO JOIST, v v I1 N,� ¢ N - - - - - - - - IGHT^I70T46EF T6E a - - - - Y - - - - - -- - - - - - - N - - - S N OF DECK VERIFY cn N cn I I N RTU 7 �r=� r� __ � to Y Y Y Y tD II I li N Y i M W Y cD LOCATION WITH z 341 LBS. d W in (I EA. CORNER II CD (0d to z - - - - - - ARCH. - - - - - - - - - - - - - - - - - - - - w Z UD � I I 00 `; LL=_-----L N N N N N- a0 M M M M II N CIO 3 I 1 I I I I I I 12'-5 1 /4" 6'-6 7/8" he o II N z 11 ���- - - - -��� 13 - - - - 13 - - - - �2, - - - - - ,2, -1-r- - - - - -'gyp o 2 En � 9 S2. c2� 112 >>� °� F Rs� 75 S2.2 N 9 g- - - - - - - - - - - - - 6 Y 6 I 1 - - V) W V e Q \_ N n J I Muj O =go- W \_ N M J I =5 w rr L0 I C� d- \ - M 00 I f U Q CL I I J e \ r Q W `. N NOTE: PROVIDE METAL DECK FOR ENTRY TOWER ROOF - SEE TOWER ROOF PLAN FOR TOWER EXTENTS o� I V) 0 ry o--- 6 of w S2. U z Q 0 z 0 Q U 0 J 10 4 _ - CD N cV cn W \ N M J I � v 'r•; i " 185 -4 ROOF PLAN NOTES:a z Ln 1. SEE SHEET SO.1 & S1.2 FOR GENERAL NOTES & TYPICAL DETAILS. 6. STEEL JOIST CAMBER SHALL BE PROVIDED AND SHALL CONFORM TO DEAD LOADS SECTION 4.7 OF THE SJI SPECIFICATIONS. STEEL JOIST GIRDER CAMBER MEMBRANE (UNBALLASTED) = 1.0 PSF 2. TOP OF STEEL (T.O.S.) EQUALS TOP OF JOIST/ UNDERSIDE OF METAL DECK. SHALL CONFORM TO THE SJI SPECIFICATIONS. INSULATION = 3.0 PSF rn BEAMS & JOISTS REFERENCED +/- FROM TOP OF STEEL. METAL DECK = 2.0 PSF 3 -0 7. APPROXIMATE LOCATIONS AND EA. CORNER WEIGHTS OF ROOF TOP EQUIPMENT ARE JOISTS = 3.0 PSF cu 3. METAL ROOF DECK SHALL BE 22 GAGE, 36" WIDE, 1 1/2" DEEP, PAINTED SHOWN ON PLAN. VERIFY ALL LOADS, CURB SIZES, AND OPENING SIZES WITH (WHITE OR LIGHT GRAY) WIDE RIB ROOF DECK AND SHALL BE CONNECTED TO MECHANICAL CONTRACTOR PRIOR TO FABRICATION. SEE TYPICAL RTU SUPPORT GIRDERS = 2.0 PSF °D FRAMING MEMBERS AS FOLLOWS: DIAPHRAGM SHEAR = 278 PLF IN ALL AREAS DETAIL FOR FRAMING. CEIL./MECH./ELEC./FIRE PROT, = 5.0 PSF i A. TO ALL TRANSVERSE SUPPORTS, 5/8" DIA PUDDLE WELDS, 4 PER SHT. 8. AT ALL HSS TO HSS CONNECTIONS, WELD ALL AROUND WITH 3/16" FILLET TOTAL DEAD LOAD = 16.0 PSF B. TO ALL SUPPORTS PARALLEL TO FLUTES, 5/8" DIA PUDDLE WELDS ® 12" O.C. WELD UNLESS NOTED OTHERWISE. LIVE LOADS C. SIDE SEAMS, #10 SCREWS (BUILDEX), 4 PER SPAN METAL DECK /JOISTS = 20 PSF 9. JOIST GIRDER POINT LOADS SHALL BE INTERPRETED AS MINIMUMS. JOIST GIRDERS/BEAMS/COLUMNS/FOOTINGS 4. STEEL JOISTS IDENTIFIED ON PLAN AS "SP" SHALL BE DESIGNED FOR THE 10. LEGEND AT COLUMNS: �.p� TRIBUTARY AREA 0 TO 200 SQ. FT. = 20 PSF d UNIFORM LOAD CAPACITY (AS SPECIFIED IN THE SJI STANDARD LOAD TABLES) O\,• F,� TRIBUTARY AREA 201 TO 600 SQ. FT. = 16 PSF IN ADDITION TO THE CONCENTRATED LOADS SHOWN ON THE PLAN. "SP" G O`' TRIBUTARY AREA OVER 600 SQ. FT. = 12 PSF a STEEL JOIST GIRDERS IDENTIFIED ON PLAN SHALL BE DESIGNED FOR o THE UNIFORM PANEL POINT LOADS SHOWN ON THE DRAWINGS IN ADDITION UPLIFT DUE TO WIND N TO THE CONCENTRATED RTU LOADS SHOWN ON PLAN. SEE NOTE 7. GROSS UPLIFT Q 11. JOISTS AND JOIST GIRDERS SUPPORTING BULKHEAD SHALL BE DESIGNED FOR: METAL DECK/JOISTS = 31 PSF u 1. 300# CONCENTRATED LOAD, AT ANY POINT ALONG JOIST BOTTOM JOIST GIRDERS/BEAMS/COLUMNS/FOOTINGS = 31 PSF 5. ALL ITEMS SUCH AS MECHANICAL EQUIPMENT, DUCT WORK, PIPES, CEILINGS, CHORD, WHERE JOISTS ARE PERPENDICULAR TO BULKHEAD. FIXTURES, ETC. THAT ARE TO BE SUPPORTED OR HUNG FROM THE STEEL OR NET UPLIFT Y JOISTS SHALL BE FRAMED WITH AUXILIARY FRAMING TO THE PANEL POINT 2. 300# CONCENTRATED LOAD ® 4'-0" O.C. ALONG THE JOIST BOTTOM JOISTS = 20.3 PSF v OF THE JOIST (SEE TYPICAL JOIST STRUT DETAIL). METHODS OF FRAMING CHORD, WHERE JOISTS ARE PARALLEL TO BULKHEAD. JOISTS GIRDERS = 20.3 PSF E THAT INDUCE BENDING TO THE JOIST CHORD OR WEB MEMBERS WILL NOT , BE PERMITTED. COORDINATE BRIDGING LOCATIONS SO AS NOT TO INTERFERE WITH ANY MECHANICAL EQUIPMENT. ROOF FRAMING PLAN SCALE : o PLAN NORTH ■ COLUMN SCHEDULE MK SIZE BASE PLATE ANCHOR BOLTS C1 HSS 7x7x1/4 13"x13"x3/4" (4) - 3/4" 0 C2 HSS 6x6x5/16 12"x7"x3/4" (4) - 3/4" 0 C3 HSS 6x6x1/4 9 1/2"x9 1/2"x3/4" (4) - 3/4" 0 C4 HSS 14x6x5/8 18"x12"x3/4" (4) - 1" 0 NOTE: STEEL JOIST GIRDERS, STEEL JOISTS, METAL ROOF DECK, AND SUMP PANS WILL BE SUPPLIED BY THE OWNER FOR INSTALLATION AND ERECTION BY THE GENERAL CONTRACTOR. UNLOADING AND STORAGE OF STEEL JOIST GIRDERS, STEEL JOISTS, METAL ROOF DECK, BY THE GENERAL CONTRACTOR. .. In O Q I C4 �0 N Q Ln 3 O7 N I �.. ON O D w40 6 i � L 0z 0 0 02 Dorn I a vi ; 3MN in 0 •r y n ci nO� 0� WZ � V)11) IL 0 a � i I it tim _ �.. i 0 - m0. u - __ •'' N , (0 :0 C - m 0 m e p ck L -� ILLa Casa Q U a 41 C U a > 0 Q Q z Gj U Q All 0 m p 0 0 0 0 o a a V Q J IL J IL E Z m ® >1Q cZ 0Q 0 0 0 a . c 0 0 a U 0 I= 20 1-co 11(1) Dm co co N Z N ° ® O Q # CO > N U 1 -- ow c W d � F- 3.9 0 0 0 W > co �o oM J a ROOF CK DI ENSION < r a LL 0 ®o TOWER ROOF PLAN - SCALE : 1 /8"=1'-0" Phase CONTRACT shoot No. S2ml- E a ID ro I v N cu N S U d d vi d vi v v 3 a v w Qj C a 0 d +� 0 1 I d E d Z vi m 3 N N I I OD c� m J L i 0 d d N d (U N _ o N A U s U U i Y N rt BOND BEAM W/ (1) #5 CONT. T.O.M. SEE ARCH. BOND BEAM W/ (1) #5 CONT. 8" CONC. BLOCK SEE FDN. PLAN - FOR WALL REINF. L5x3x1/4 (LLV) x CONT. (WELD ANGLE W/ PARTIAL PENETRATION WELD W/ EFFECTIVE THROAT EQUAL TO THICKNESS OF ANGLE @ FIELD N I SPLICES) W/ 3/4" 0 A307 BOLTS ® 4'-0" O.C. INSTALL BOLTS IN VERT. LONG SLOTTED HOLES. HOLES TO BE 3" LONG AND CENTERED IN 5" LEG. INSTALL BOLTS 2" FROM BOTTOM OF ANGLE. LOCK NUTS FINGER TIGHT. TypC12COF 207XCONT. LOCATE I ® L IN DECK FLUTES, 3/16 EA.JST. H FOR LOCATION WELD DECK TO ANGLE CHANNEL THRU JOIST TYP. ® EA. JST �• EA. SIDE CHANNEL "JOIST - JOIST GIRDER SEE PLAN OR BEAM SEE PLAN rl-" T10"N 52.2 SCALE : 3/4" = 1'-O" SEE ARCH. FOR LIGHT GAUGE FRAMING 0 SEE PLAN I I BOND BEAM SEE PLAN T.O.M. SEE ARCH. W/ (1) 45 CONT. T.O.M. SEE ARCH. I I GC TO COORDINATE WITH JOIST MANUFACTURER SEE SECTION 1/S2.2 FOR FOR ERECTION SEQUENCE OF BALANCE OF INFORMATION 3/16" 3" ANGLES IF JOIST BOLTING IS I 3/16" 3" REQUIRED. 4" JOIST SEAT — SEE PLAN I 3/16 1 1/2 3 SIDES 5/16 3" ®12 (2) 3/4" DIA. I WELD DECK TO ANGLE JOISTANDMETAL DECK BOLTS (TYP.) L3"x 3"x 1/4" x 1'-6" LONG ___________________ OMITTED FOR CLARITY CAP PLATE EACH SIDE OF GIRDER, TRIM BOND BEAM HORIZ. LEG TO FIT W/ (1) #5 CONT. JOIST - SEE PLAN ----II----- L5x5x5/16 x CONT. (WELD ANGLE W/ PARTIAL 5/16 ®1 1 1 2" 1 1 11 2" I PENETRATION WELD W/ EFFECTIVE THROAT EQUAL TO THICKNESS OF ANGLE ® FIELD SPLICES) W/ 3/4" 0 A307 BOLTS ® 4'-0" Q O.C. INSTALL BOLTS IN VERT. LONG SLOTTED I 1 HSS 4x4x1 4 BETWEEN JOIST I 1 I HOLES. HOLES TO BE 3" LONG AND CENTERED / i i 3/16 EL. 119'-4" ®2 FROM COL. LINE 3 TO 4 IN VERT. LEG. INSTALL BOLTS 2" FROM BOTTOM OF ANGLE. LOCK NUTS FINGER TIGHT. JOIST GIRDER I 1 BOND BEAM 8" CONC. BLOCK JOIST GIRDER I 1 3 16 W/ (1) #5 CONT. I SEE PLAN STEEL COLUMN I JOIST GIRDER 8 CONIC. BLOCK SEE SCHEDULE I I STABILIZER PLATE (VERIFY THICKNESS REQ'D W/ JOIST GIRDER SUPPLIER) DO NOT SEE FDN. PLAN WELD JOIST GIRDER TO SEE FDN. PLAN FOR WALL REINF. STABILIZER PLATE FOR WALL REINF. 2 2A SECTION S2.2 S2.2 SCALE : 3/4" = 1'-0" H G.9 I CAP OPENING 3" 6" HSS1Ox4x3/16 W/ 3/16" PLATE TOP OF STEEL EL. = 132'-8" L3x3x1 /4x6" - EA. SIDE I 3 SIDES nP, 3/16 I I I I I I I I METAL ROOF DECK NOT SHOWN FOR CLARITY - SEE 10/S2.2 FOR BALANCE OF INFO I I I I I I I I I I I I I I I 3/1 2" MIN. I I I I i i I I I 5/16 I i TOP OF STEEL 8" i 1 i EL. = 123'-6 1/2" I 3/4"x 6" PLATE THRU I I CENTER OF HSS COLUMN I NOTCH CMU AT COLS. 2.3 4• & 2.9 AS REQUIRED JOIST SEAT BOT. OF STEEL I EL. = 122'-0" I I--- IF1/2" BEAM- I ISEE PLAN I 1"0 ROD — SEE I PLAN FOR LOCATIONS I I I L6x4x5/8" x 6" LONG I I SEE 10/S2.2 FOR I I i BALANCE OF INFO I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I !X\\\—COLUMN -SEE PLAN S-51/2" I I I I I I I NOTCH CMU AS REQUIRED I FOR W8 AND RODS i I I I I I I #3 CLEVIS W/ 1 3/4" 0 PIN 51 Y I HSS BEAM -SEE PLAN. THROUGH 3/4" PLATE TYP. I I TYP. EACH I I I SEE 7/S2.2 FOR PLATE TO I SIDE BOTH i i CONNECTION TO COLUMN ENDS 1/4 BEAM 5/16 5 1/2 W8x10 @ ROD � LOCATION !::� 3/16 v 2 I I I i I BOT. OF STEEL EL. = 114'-3" 3/8" WEB STIFFENER I PLATE @ ROD LOCATIONS I I I I L4x4x1 /4" EACH I I W10x39 x CONT. SIDE OF BEAM I I I I I I I I HSS6x6x1/4" BEAM I AT OVERHEAD DOOR I VERIFY w DOOR MANUF. FOR LOCATIONS I ELEVATION VERIFY w/ARCH. FOR DOOR I LOCATIONS I I I I r-6 SECTION 52.2 SCALE : 3/4"=1'-O" LIGHT GAUGE FRAMING - SEE ARCH. 3 NOT USE® S2.2 SCALE : 3/4" = 1'-O" HSS 10x4x3/16 I TOP OF STEEL ------------------------- - EL. = 132 -8 I I I I I I L3x3x1 /4x6" - TYP. I I 3 SIDES 3/4% 6' CENTER OF 0 2"®18 HSS TO ANGLE HSS 1 1/2"x1 1/2"x3/16"x CONT. IN DECK FLUTE ANGLE - SEE PLAN COORDINATE LOCATION W/ ARCH 12 SECTION �.2SCALE : 3/4"=1'-0" LIGHT GAUGE TRACK - SEE ARCH. 12" WIDE x 16ga. PLATE x CONT., CONNECT TO DECK w/(2) #10 SCREWS � 12"O.C. rT� SECTION. 52.2 SCALE : 3/4"=1'-O" LIGHT GAUGE - SEE ARCH. P OF STEEL = SEE PLAN NOTE: JOIST AND METAL DECK OMITTED FOR CLARITY HSS BEAM - SEE PLAN DN SEAT - REMOVE AT RECTION OF HSS BEAM IELD I V VVL. 13 SECTION - SCALE : 3/4"=1'-O" E TRACK - LOCATE CHANNEL IN TES - WELD CHANNEL ;K TO JOIST TYP. 0 EA. JST TYP. EA. SIDE OF CHANNEL JOIST - SEE PLAN 4 SECTION S2.2 SCALE : 3/4" = 1'-0- SEE PLAN HSS 10x4x3/16 --_--------- TOS ELEVATION --------------------- — = 132'-8" I I I I L3x3x1 /4x1 O" - TYP. 3 SIDES NOTE: JOIST AND METAL 3/16 NP, DECK OMITTED FOR CLARITY. I 1 JOIST GIRDER EXTENSION I I I OCCURS BETWEEN COL LINES i NOTE 4 AND 3.9 - SEE PLAN. I JOIST & METAL ROOF DECK NOT SHOWN FOR NOTE: SEE TYP. DETAILS I I I CLARITY SHEET SO.1 FOR BAL. OF JOIST/JOIST GIRDER/COL. CONNECTION INFORMATION 3" ON A I I JOIST - SEE PLAN 5" GAGE 1 j I (2) 3/4" DIA. BOLTS JOIST W/ (2) 1/2" DIA. i i JOIST SEAT BOLTS (TYP.) TOS ELEVATION = SEE PLAN 6"x7" 5/8" PLATE I I I I I I L4x4x1/4x4" LONG 5/16 i i WELD TOES ONLY I I 5 16 I I I I I I I I I I ILI I I BEAM— SEE PLAN I I I I I 1 7"x11%5/8" I I STIFFENED i l I I I SEATED BEAM I I VL6x4x5/8' x 6" LONG CONNECTION I1 JOIST GIRDER I I I SEE 10/S2.2 FOR 1 I I I BALANCE OF INFO I I I I STABILIZER PLATE (VERIFY I I I 1 THICKNESS REQ'D W/ JOIST GIRDER SUPPLIER) DO NOT I I I WELD JOIST GIRDER TO I I I I COL. -SEE SCHED. STABILIZER PLATE COL. -SEE SCHED. 3/4% 6" PLATE THRU CENTER OF HSS COLUMN 8 SECTION �.2SCALE : 3/4" = 1'-O" 1 3" I I 1 1 I I I 1 I 18"x3"x14-GAUGE I i BENT PLATE FOR ROOF MEMBRANE L5x3x1/4"(LLV)xCONT. COPE 1 I CLOSURE TO TOWER HORIZONTAL LEG AT COLUMNS TYP. I I PROVIDE CLIP ANGLE AT COPED LEG TO COLUMN. (SEE A -A) FULL PEN. q I q C12x20.7 LOCATE CHANNEL IN WELD TO ANGLE AT SECT. 1/S2.2 I I DECK FLUTES - WELD CHANNEL 1 I THRU DECK TO JOIST TYP. 0 EA. JST 3/16 �'• EA. SIDE TOS ELEVATION I OF CHANNEL = 123'-6 1/2" I I BEAM - i JOIST - SEE PLAN i i SEE PLAN I I I L6x4x5/8" x 6" LONG I I I L4x4X1/4x4" LONG 1/2" RETURN 1 WELD TOE ONLY L5x3x1/4"(LLV)xCONT. TYP. 1/4 I 1 COPE HORIZONTAL I I AT /.11l 1I\I I I COL. BEYOND I - SEE PLAN 1/2" RETURN TYP. 1/4 A HOR. LEG TO ri O SECTION CLIP ANGLE ". (TYPICAL) S2.2 SCALE : 3/4"=1'-O" 5 SECTION S2.2 SCALE : 3/4" = 1'-O" HSS 10x4x3/16 SEE PLAN TOS ELEVATION = 132'-8"------------- --------------------- I I I I L3x3x1 /4x10" - TYP. I I 3 SIDES Typ. 3/16 NOTE I I I I JOIST & METAL ROOF DECK NOT SHOWN FOR CLARITY I I I I I JOIST — SEE PLAN I I I I I I I I 3" ON A 5" GAGE (2) 3/4" DIA. BOLTS JOIST SEAT I 1 TOS ELEVATION = SEE PLAN 6"x7"x5/8" PLATE I I I I 7"x11"x5/8" L4x4x1/4x4" LONG 1 I STIFFENED SEATED WELD TOES ONLY i BEAM CONNECTION I I I I I I I I 7" BEAM- SEE PLAN I 5/16 5/16 I I L6x4x5/8" x 6" LONG I I I I I I 1 ZJOIST SEE 10/S2.2 FOR i GIRDER BALANCE OF INFO 1 I I STABILIZER PLATE (VERIFY I I THICKNESS REQ'D W/ JOIST i i GIRDER SUPPLIER) DO NOT COL. -SEE SCHED. I I WELD JOIST GIRDER TO I I STABILIZER PLATE 3/4% 6" PLATE THRU CENTER OF HSS COLUMN rq`� SECTION 52.2 SCALE : 3/4" = 1'-0" L1 1 /2x1 1 /2x1 /4" i CLIP ANGLE TYP. 01 HSS COLUMN - SEE PLAN NOTE: CHANNEL AND 1/8" PLATE A — A OMITTED FOR CLARITY Q.., -� ' TO HSS W/ 5/8" _D @ 12" O.C. BETWEEN JOISTS 11 SECTION - SCALE : 3/4"=1'-O" .. N O Q 3 Ln w 0 w N ® QN V ® 0 piW `O Z o w A d f�0 0� �@ a gg 1 0 nO�ao mZ W00 z Q o 0 po a., m°p m m� m° :c °a aI a Q U i c U > 0 a Q A O Z 6 U I m Q 0 \ 0 O O N M 0 Oa Q W J J � W IL IIII— ®W 1 (�} E 0 cZ M ® o �� U 0® ®� 0 ®� U� aZ QO E0 QLL AL m ZZ . 30 ro 20 roQ I`t/) rQ 6m �® am co It co Z N 00 O 0 1 # W V/ i N W o u� -0 Oct) 0 p 0 O 00a Uco #� 0 U °z 0 i a } ()2 Q ar 0 >' lA U ® ° u 0 0 0 Phase CONTRACT Sheet No. S22 m 0 d- N d 0 0 0 N (U S u i d E d a v v 3 O v W 75 v v a 0 r Q v d i v D m 3 CD cy) / J L.. i O 4- cu cu cu 0 N / p U U U U Y d d Z N 1z 1:4 O' 1 on 1. THESE MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL LAYOUT AND DUCT RUNS. THE CONTRACTOR SHALL MAKE DETAILED LARGE SCALE DRAWINGS OF THE DUCTWORK AND EQUIPMENT AND COORDINATE CAREFULLY WITH OTHER TRADES. ADDITIONAL OFFSETS AND TRANSITIONS SHALL BE PROVIDED AS REQUIRED TO INSTALL THE DUCTWORK. ALL DIMENSIONS SHOWN ON THESE DRAWINGS ARE FOR THE CONVENIENCE OF THE CONTRACTOR AND SHALL BE VERIFIED AND COORDINATED IN THE FIELD BEFORE DUCT AND EQUIPMENT INSTALLATION. ADVISE THE GENERAL CONTRACTOR AS TO THE EXACT SIZE AND LOCATION OF ANY OPENING IN THE STRUCTURE. FAILURE TO COORDINATE WORK WITH OTHER TRADES SHALL NOT BE JUSTIFICATION FOR ADDITIONAL COMPENSATION. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL BUILDING CODES. ALL EQUIPMENT AND MATERIALS CAPABLE OF BEING UL LABELED OR LISTED SHALL BEAR THE UL LABEL. SUBMIT FOR APPROVAL SIX (6) COPIES OF SHOP DRAWINGS TO COMPLETELY IDENTIFY THE QUALITY OF MATERIALS AND/OR EQUIPMENT INTENDED FOR INSTALLATION. 3. THE CONSTRUCTION, INSTALLATION AND SUPPORTING OF ALL DUCTWORK SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION STANDARDS AND RECOMMENDATIONS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA). ALL DUCTS, EXCEPT FLEXIBLE DUCTS, SHALL BE GALVANIZED SHEET METAL AND MEET SMACNA SEAL CLASS C. 4. SUPPLY AND RETURN AIR TRUNK DUCTS SHALL BE ISOLATED FROM UNIT VIBRATION BY FLEXIBLE CONNECTORS CONFORMING TO THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARD 90A. 5. ALL RECTANGULAR SUPPLY AND RETURN AIR DUCTS EXTENDING FIFTEEN FEET (15') FROM A ROOFTOP UNIT, AND ALL RECTANGULAR TRANSFER AIR DUCTS, SHALL HAVE INTERNAL ACOUSTIC LINER. THE LINER SHALL BE ONE INCH (1") THICK, INSTALLED WITH GLUE AND PINS. ALL RAW EDGES OF THE LINER SHALL BE SEALED WITH SHEET METAL, GLUED AND FASTENED. ALL REMAINING CONCEALED RIGID DUCTS SHALL BE, AT THE CONTRACTOR'S OPTION, INTERNALLY LINED OR EXTERNALLY WRAPPED. EXTERNAL DUCT WRAP SHALL BE TWO INCH (2") THICK FIBERGLASS INSULATION WITH A VAPOR BARRIER. 6. ROUND DUCT TAKEOFFS SHALL BE A SPIN -IN TYPE WITH DAMPER. ALL ROUND DUCTS SHALL BE CONNECTED WITH SHEET METAL SCREWS AND SUPPORTED WITH ONE INCH (1") METAL STRAPS. 7. FLEXIBLE DUCTS, IF USED, SHALL BE EQUAL TO "FLEXMASTER TYPE 8M", INSULATED WITH ONE AND ONE-HALF INCH (1.5") THICK FIBERGLASS, UL APPROVED WITH A FLAME SPREAD RATING OF NO MORE THAN 25, A SMOKE DEVELOPED RATING OF NO MORE THAN 50, AND WITH A MAXIMUM THERMAL CONDUCTANCE OF 0.23 AT 75 DEGREES F. ALL FLEXIBLE DUCTS SHALL BE CONNECTED TO TRUNK OR BRANCH DUCTS WITH A MINIMUM OF THREE (3) SHEET METAL SCREWS AT EACH CONNECTION. FLEXIBLE DUCTS SHALL BE SUPPORTED BY ONE INCH (1") WIDE 16 GAUGE (MINIMUM) METAL STRIPS. THE MAXIMUM LENGTH OF FLEXIBLE DUCTS SHALL BE SIX FEET (6'-0"), OR LESS IF LIMITED BY LOCAL CODE. THE MINIMUM BENDING RADIUS SHALL BE ONE AND ONE-HALF (1.5) TIMES THE DUCT DIAMETER OR AS SUGGESTED BY THE DUCT MANUFACTURER. 8. DUCT DIMENSIONS SHOWN ON THESE DRAWINGS ARE INSIDE CLEAR DIMENSIONS. ALLOWANCE FOR INTERNAL LINER, WHERE USED, SHALL BE MADE. 9. ACCESS DOORS SHALL BE INSTALLED IN DUCTS ADJACENT TO ALL MANUAL DAMPERS, FIRE DAMPERS, CONTROL DEVICES, ETC. THE CONTRACTOR SHALL INSTALL FIRE DAMPERS IN ALL DUCTS WHERE THEY PENETRATE FIRE -RATED WALLS OR FLOORS. 10. INSTALL TURNING VANES IN ALL 90 DEGREE DUCT ELBOWS AND AT DUCT TEES. DO NOT INSTALL AIR VOLUME EXTRACTORS OR SPUTTER DAMPERS. 11. DUCT TRANSITIONS SHALL HAVE A MINIMUM OF FOUR -TO -ONE (4:1) RATIO. 12. DUCT SMOKE DETECTORS SHALL BE FACTORY -INSTALLED BY LENNOX IN ALL ROOFTOP UNITS WITH AN AIR CAPACITY OF 2000 CFM OR MORE, WIRED TO SHUT DOWN THE UNITS IN THE EVENT SMOKE IS DETECTED. REFER TO THE ELECTRICAL DRAWINGS. 13. PROVIDE MISCELLANEOUS STEEL AND/OR WOOD BLOCKING AND SUPPORT AT ROOF CURBS AND OPENINGS AS REQUIRED TO SUPPORT ROOF DECK AND EQUIPMENT. SPECIFIC REQUIREMENTS SHALL BE VERIFIED WITH THE ARCHITECT AND APPROVED EQUIPMENT DRAWINGS PRIOR TO PLACEMENT. AVOID LOCATING EQUIPMENT, DUCTS, PIPES, ETC. OVER ELECTRICAL PANELS. 14. THE CONTRACTOR SHALL INSTALL ALL ROOF CURBS LEVEL WITHIN TOLERANCES SUGGESTED BY THE UNIT MANUFACTURER. INSULATE THE OUTSIDE OF THE ROOF CURBS WITH ONE AND ONE-HALF INCH (1.5") THICK RIGID ROOF INSULATION AND PROVIDE INSULATION CANT BETWEEN THE ROOF AND THE CURBS. THE ROOFING CONTRACTOR SHALL FLASH THE ROOFING UP THE SIDES OF THE CURBS AND PROVIDE COUNTER FLASHING AS REQUIRED. 15. FURNISH AND INSTALL ONE-HALF INCH (0.5") DIAMETER STEEL SECURITY BARS WITH SIX INCH (6") SPACING BOTH WAYS IN ALL OPENINGS IN WALLS AND ROOF FOR MECHANICAL DUCTS, FANS, LOUVERS, ETC. SIX INCHES (6") SQUARE OR LARGER. 16. THE CONTRACTOR SHALL PROVIDE A GASKET BETWEEN THE ROOF CURB AND THE BASE OF THE CURB -MOUNTED FAN TO CREATE AN AIRTIGHT JOINT. 17. CONSTRUCTION DUST AND DEBRIS SHALL BE REMOVED FROM ALL AIR DISTRIBUTION DEVICES AND SHALL BE VACUUMED FROM DUCTS AND DUCT LINER. 18. THE CONTRACTOR SHALL PROVIDE CLEAN FILTERS IN THE ROOFTOP UNITS PRIOR TO THE AIR BALANCE PROCEDURES, AND AGAIN PRIOR TO OWNER ACCEPTANCE. THE FILTERS SHALL BE TWO INCH (2") THICK "FARR 30/30" OR EQUAL. 19. BALANCE ALL SUPPLY. RETURN AND EXHAUST AIR DEVICES TO THE AIR QUANTITIES INDICATED ON THE DRAWINGS AND FURNISH THREE (3) COPIES OF THE AIR BALANCE REPORT TO THE ENGINEER PRIOR TO THE FINAL INSPECTION. AIR QUANTITIES SHALL BE BALANCED IN ACCORDANCE WITH THE STANDARDS SET FORTH BY THE ASSOCIATED AIR BALANCE COUNCIL (AABC), AND SHALL MEASURE WITHIN FIVE (5) PERCENT OF THE SCHEDULED VALUES. THE AIR BALANCE REPORTS SHALL BE SUBMITTED ON STANDARD FORMS. REFER TO THE SPECIFICATIONS FOR FURTHER REQUIREMENTS. 20. REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL ROOF PLAN NOTES AND DETAILS. RTU __ OL- �I RTU - - - - - BVN- 3 EF 1 -- RTU ®� 2 VNB 6 TU RTU - - - - RTU - - -- EU RT 7 ALL ROOF -MOUNTED EQUIPMENT SHALL BE PERMANENTLY IDENTIFIED (RTU-1, EF-1, ETC.) IN LETTERS AT LEAST ONE INCH (1-) HIGH. ENGRAVED TAGS OF PLASTIC OR METAL, ADHESIVE LETTERS/NUMBERS AND STENCILS/PAINT ARE ACCEPTABLE METHODS. HVAC ROOF PLAN SCALE : 1/16"=1'-O" "LAN NORTF 1. CIRCUIT CITY STORES, INC. HAS A NATIONAL ACCOUNT THE EPC WILL BE SCHEDULED BY THE CIRCUIT CITY WITH LENNOX INDUSTRIES, INC. FOR PRICING AND CONSTRUCTION MANAGER, WHO WILL COORDINATE WITH DELIVERY OF ROOFTOP UNITS IN ACCORDANCE WITH ALL REQUIRED TRADES. THE MECHANICAL CONTRACTOR THE FOLLOWING. NO SUBSTITUTIONS WILL BE ALLOWED. SHALL PROVIDE AT LEAST ONE HVAC TECHNICIAN WHO FOR INFORMATION AND PRICING, CALL: IS QUALIFIED TO TEST AND SERVICE HVAC EQUIPMENT. ANY PROBLEMS DISCOVERED WITH EQUIPMENT OR (800) 628-5289 LENNOX NATIONAL ACCOUNTS INSTALLATION (EXCLUDING NOVAR INSTALLATION) SHALL BE CORRECTED BY THE CONTRACTOR WITH AS PART OF THE NATIONAL ACCOUNT, LENNOX SHALL DIREC110N FROM THE ENTEK CONSULTANT. SUPPLY THE FOLLOWING ACCESSORIES: - ROOF MOUNTING FRAMES w/SECURITY BARS PRIOR TO THE EPC, ALL HVAC EQUIPMENT MUST BE - MODULATING ECONOMIZER DAMPERS SET, ALL THE COMPONENTS CONNECTED, ALL POWER - GRAVITY EXHAUST DAMPERS WIRING AND PIPING COMPLETED, THE SHIPPING BLOCKS - OUTDOOR AIR HOOD REMOVED AND UNITS STARTED. - NOVAR ETM-2051 CONTROL SYSTEM KIT - DUAL 115V GFCI OUTLETS FIELD WIRED) 3. ROOFTOP UNITS AIR FILTERS TO BE "FARR 30/30" - UNIT DISCONNECT SWITCH (FACTORY WIRED) MEDIUM EFFICIENCY, PLEATED, 2" THICK, OR EQUAL. - PHOTOELECTRIC SMOKE DETECTOR IN SUPPLY & RETURN AIR SECTION (UNITS 2000 CFM OR MORE) THE COMPONENT PACKAGES SHALL BE CLEARLY - SUPPLY AND RETURN TRANSITIONS (AS SCHEDULED) LABELED ON THE EXTERIOR OF ALL BOXES/CRATES. THE ECONOMIZER SECTION SHALL PROVIDE FOR THE SIX (6) SETS OF CATALOG CUTS WILL BE PROVIDED INTRODUCTION OF 100% OUTDOOR AIR AND ALLOW TO THE CONTRACTOR FOR SHOP DRAWING APPROVAL. THE COMPRESSORS TO CYCLE FOR ADDITIONAL COOLING, AS NEEDED, WITH 100% OUTDOOR AIR LENNOX WILL PROVIDE SHOP DRAWINGS FOR A JOB INTAKE. THE RTU CONTROLS SHALL INCLUDE BASED ON THE JOB -SPECIFIC DRAWINGS AND SOLID-STATE, ADJUSTABLE GLOBAL CONTROL. SPECIFICATIONS SO THAT FIELD VERIFICATION OF ALL 2. UPON COMPLETION OF HVAC EQUIPMENT INSTALLATION DIMENSIONS CAN BE MADE. NO ORDER WILL BE RELEASED BY LENNOX WITHOUT APPROVED SHOP AND STARTUP, ENTEK, INC WILL PROVIDE A CONSULTANT DRAWINGS SIGNED BY THE PROJECT ARCHITECT AND TO INSPECT THE INSTALLA110N AND PERFORM AN THE GENERAL CONTRACTOR. EQUIPMENT PERFORMANCE CHECK (EPC). THE ENTEK CONSULTANT WILL AID THE CONTRACTOR IN CHECKING EACH MACHINE FOR PROPER OPERATION, CHECKING THE CONTROL PANEL AND ADJUSTING THE CONTROLS IF NECESSARY. THE EPC INCLUDES A FULL REPORT, WITH COPIES SENT TO THE GENERAL CONTRACTOR AND TO THE CIRCUIT CITY DIRECTOR OF CONSTRUCTION. RTU OD 8 HVACLEGEND DUCTWORK FIRE DAMPER VOLUME DAMPER ` SPIN -IN w/DAMPER DUCT/FLEX DUCT DROP TO SA DIFFUSER BLANKED OFF SA DIFFUSER 111211 RA GRILLES ® EXHAUST GRILLE ® SUPPLY DUCT ® RETURN DUCT ® EXHAUST DUCT O REMOTE ROOM SENSOR SEE ELECTRICAL DWGS. O THERMOSTAT DIA, 0 DIAMETER CFM CUBIC FEET PER MINUTE SP STAITC PRESSURE CA OUTSIDE AIR % PERCENT • F DEGREES FAHRENHEIT ROOFTOP UNIT SCHEDULE MARK MODEL NUMBER FAN DATA COOLING DATA GAS DATA MIN OA CFM ER/SEER/IPLV VOLT/PH MOUNTING FRAME REMARKS CFM ESP HP TOTAL MBH SENSIBLE MBH INPUT MBH OUTPUT MBH RTU-1 LGA360H 12000 0.60 7.5 356.41 271.12 260.0 208.0 2830 10.0/-/10.4 480/3 LARMFI8/36-14 SEE NOTES BELOW RTU-2 LGA360H 12000 0.60 7.5 356.41 271.12 260.0 208.0 2830 10.0/-/10.4 480/3 LARMF18/36-14 RTU-3 LCA240H 8000 0.60 5.0 250.68 189.84 - - 1885 11.0/-/11.8 480/3 LARMF18/36-14 RTU-4 LGA036H 1200 0.70 1.5 38.93 28.27 78.0 61.6 210 11.2/13.0/- 480/3 LARMF03/07-14 RTU-5 LGA120H 4000 0.70 3.0 123.38 93.37 130.0 104.0 800 11.0/-/11.7 480/3 LARMF10/15-14 RTU-6 LGA048H 1600 0.70 1.5 52.49 38.13 78.0 61.6 325 11.2/13.0/- 480/3 LARMF03/07-14 RTU-7 LOA048H 1600 0.50 1.5 49.95 37.27 78.0 61.6 100 11.3/13.0/- 480/3 LARMF03/07-14 RTU-8 LOA102H 3400 0.60 2.0 103.16 78.11 130.0 104.0 550 11.2/-/11.7 480/3 LARMF10/15-14 - ONLY ACCEPTABLE MANUFACTURER: LENNOX: SEE "ROOFTOP UNIT NOTES" FOR EQUIPMENT OPTIONS - FIELD ADJUST SUPPLY FAN RPM TO PROVIDE AIR QUANTITIES AS SCHEDULED ABOVE - RTU-1 thru RTU-3 & RTU-8 TO BE FURNISHED WITH DUCT TRANSITION PACKAGE - RTU-1 AND RTU-2 TO BE FURNISHED WITH "CURBS PLUS, INC" DIFFUSER ASSEMBLY MODEL LPPD 6010-40 (WITH THREADED INSERTS FOR MOUNTING) - RTU-3 TO BE FURNISHED WITH "CURBS PLUS, INC" DIFFUSER ASSEMBLY MODEL LPPD 4810-25 (WITH THREADED INSERTS FOR MOUNTING) - ALL RTUs TO HAVE BELT DRIVE BLOWER TO FACILITATE CFM CONTROL - RTU-5 TO BE FURNISHED WITH FACTORY INSTALLED SMOKE DETECTORS. - RTU-1 thru RTU-3 TO BE FURNISHED WITH FIELD INSTALLED CO2 SENSORS. FAN SCHEDULE MARK CFM STATIC PRESSURE APPROXIMATE FAN TYPE DAMPER V / 0 HP MANUFACTURER / MODEL REMARKS INCHES WC FAN RPM EF-1 550 0.375 1100 CENTRIFUGAL BACKDRAFT 120 / 1 0.25 GREENHECK / GB-090 SEE NOTES BELOW EF-2 1000 0.250 1494 CENTRIFUGAL BACKDRAFT 120 / 1 0.25 GREENHECK / GB-090 SEE NOTES BELOW EF-3 1950 0.375 1511 CENTRIFUGAL BACKDRAFT 120 / 1 0.50 GREENHECK / GB-131 SEE NOTES BELOW EF-4 1000 0.125 1095 CENTRIFUGAL BACKDRAFT 120 / 1 0.08 GREENHECK / SP-262 SEE NOTES BELOW - PROVIDE EF-1 thru EF-3 WITH ROOF CURB, BURGLAR BARS, AND DISCONNECT SWITCH - PROVIDE GASKET BETWEEN FAN BASE AND ROOF CURB (TYPICAL) - FANS SHALL BE GREENHECK, PENN VENTILATOR, OR APPROVED EQUAL - EF-1 SHALL OPERATE CONTINUOUSLY DURING OCCUPIED HOURS - EF-2 SHALL BE OPERATED ON RISE IN SPACE TEMPERATURE, SET LINE VOLTAGE T-STAT AT 78' F - EF-3 AND EF-4 TO BE OPERATED BY TIMER SWITCH; SEE ELECTRICAL DRAWINGS AIR DEVICE SCHEDULE MARK NECK FACE TYPE STYLE MAKE/MODEL DAMPER FINISH REMARKS S1 6"0 24x24 SUPPLY CONCENTRIC CONE TTTUS/TMS - WHITE ENAMEL LAY -IN S2 8"0 24x24 SUPPLY CONCENTRIC CONE TITUS/TMS - MITE ENAMEL LAY -IN S3 10"o 24x24 SUPPLY CONCENTRIC CONE TTTUS/TMS - WHITE ENAMEL LAY -IN S4 12"0 2424 SUPPLY CONCENTRIC CONE TITUS/TMS - WHITE ENAMEL LAY -IN S5 8"0 2424 SUPPLY CONCENTRIC CONE TITUS/TMS-AA - WHITE ENAMEL SURFACE MOUNT - TOILETS S6 30x12 32x14 SUPPLY DRUM TITUS/DL - WHITE ENAMEL DUCT MOUNT - WAREHOUSE S7 12x10 1412 SUPPLY LOUVERED TITUS/300FL - WHITE ENAMEL DUCT MOUNT - ROADSHOP S8 8"0 24x24 SUPPLY CONCENTRIC CONE TITUS/TMS-AA - WHITE ENAMEL SURFACE MOUNT - 12 VOLT R1 8"0 2424 RETURN PERFORATED TITUS/PAR - WHITE ENAMEL LAY -IN R2 10"o 2424 RETURN PERFORATED TITUS/PAR - WHITE ENAMEL LAY -IN R3 12"0 2424 RETURN PERFORATED TITUS/PAR - WHITE ENAMEL LAY -IN R4 14"0 24x24 RETURN PERFORATED TITUS/PAR - WHITE ENAMEL LAY -IN R5 18x18 24x24 RETURN PERFORATED TITUS/PAR - WHITE ENAMEL LAY -IN R6 10"0 2424 RETURN EGGCRATE TITUS/50F 0.5" - WHITE ENAMEL SURFACE MOUNT - 12 VOLT E1 6x4 8x6 EXHAUST LOUVERED TITUS/350FL - WHITE ENAMEL SURFACE MOUNT E2 10x8 12x10 EXHAUST LOUVERED TITUS/350FL - WHITE ENAMEL SURFACE MOUNT - DEVICES SHALL BE TITUS, CARNES, OR APPROVED EQUAL. V) O Q Z Q N N C� N N N 0 Q� d ' o ® a 6 V m N °M 0 cm� co! �o 0 xM 300000 N�w �NM o a� Q o a0 05 o 0� 0 cv a� c + c a) �c �o as °a IL c Q U a 41 c U > 0 a Q 0 } 0 0 0 0 (/) W Q 0 0. Q W ul W CO) d ad 9L Z ®~ J o. ® z � N �a°� c ao 0 ®® 0 0 0 a� aZ Q O E0 ° a V Q YJ LL 0Z " LL ZZ r. ;Q 20 = Z co c�04 N CO N O • ® O N d LL 0 Z O = 00 _U � 00 r } U j Acl (" z J a ca L U 0 LO 0) 0 (L Phas® CONTRACT Sheet No. mimo 3.9 H G.9 G F E I I I I ADJACENT TENANT ::..x : CREDIT OPS 4 = I CUST SVC 1 � GENERAL OF CE 11 „ "' "' "' "' VAULT I _ STAGING I II = IrTj ..:I ---- •I i I I I I'• 1 � 4 -- L--- • I I I I I • 4 I I -- I L--- • I I I I I I I I .. I I I — ... I I I — — • I 1 I I__ I I ... 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I P ' 4 : : --- --- ---- �: :4x14�j :' 18x16 EXHAUST DUCT DOWN TO I - 6" AFF; BEVEL DUCT AT 45' AND O _ . :OVER ,, ,„��DUCTOPENNGSEDETAIL ONR6 SHEET M30 _ I g AN i ia _ = I 12x12 UP TO e = I --- x16 3 _ . ..... ...................................:...�;,,, = RTU-7, N18 I �..... - _I = I X. . . ........ a =S8 .:.....:....... ... ... ;....... ,...;.. 250 E(RTU) SEE DETAIL SHEET M3.0 I EACH S7 4 12 =V OLT II j = ROADSHOP HVAC FLOOR PLAN PLAN NORTH NOTE: DUCT DROPS TO BE FULL CURB CONNECTION SIZE; SEE RTU SCHEDULE ON SHT M1.0 FOR UNITS HAVING DUCT TRANSITIONS N oQ �ZLn a N I— c N N VU U 0 o Z +I ® [l N o U N M 0a ' 0'oo woMtn npm m 0 �o nJ 00-iZ Q �u)M 1 0 a=i U O'D goo m> mm O N o o0 o C7 m 0 mo ` 0 c IL 8 �4 1 v Ld o Q U M c U 0 a CL Q 0 "04- O z 0 0 p 0 0 Q N cd a Q Lu a Q. z 0 c� .o L. c a® u o® Q m� o ®� u ou- a� QO EO WV YJ �Z ZZ 3Q `� 20 ro 1- CID Ul CO) 0 = I c� c� U ®N zNON O V/ N 0It MW G�' � ,Oj LL 0 00000 W (� #M 00 o L a r J } at or to ® mj o U u. o 0 6 rn a Phase CONTRACT Sheet No. M2mO REFER TO ARCH DWG FOR ROOF CURB DETAIL rl FULLY LINED 1"x1" WIRE MESH OVER RETURN DUCT BELLMOUTH OPENING SUPPORT DIFFUSER w/THREADED ROD & STRUTS 17'-6" AFF SUPPORT DIFFUSER ASSEMBLY WITH THREADED ROD SUSPENDED FROM 4-WAY PLENUM DIFFUSER ASSEMBLY STRUTS SPANNING THE BAR JOISTS. CURBS PLUS, INC. MODEL AS SCHEDULED REFER TO STRUCTURAL DRAWINGS FOR INSTALLED IN ACCORDANCE WITH ADDITIONAL NOTES & DETAILS MANUFACTURER'S RECOMMENDATIONS ts ALES RTU DETAIL SCALE : NONE ...jROOF CURB 34x16 RETURN DUCT w/1" x 1" WIRE MESH 2 BELOW ROOF DECK S6 DRUM LOUVER; TYP EACH END 36x18 SUPPLY PLENUM w/1" INTERNAL LINER AND TURNING VANES; MOUNT AS HIGH AS POSSIBLE NOTE: DUCT DIMENSIONS SHOWN ARE INTERNAL CLEAR DIMS RTU-9 SCALE : NONE NOTE. ROOF CURB ROOF DECK TO BE REMOVED AT DUCT PENETRATIONS ONLY PROVIDE BATT INSULATION AROUND �' �J, " 4 -0 FROM ROOF DUCTS AT ROOF PENETRATION AS�'� I% BAR JOIST A SOUND BARRIER TOVa EXHAUST DUCT DOWN TO 6" AFF FLEXIBLE CONNECTION UNISTRUT SUPPORT CHANNEL UNISTRUT SUPPORT CHANNEL ATTACHED TO DUCT WITH ATTACH TO WALL WITH ® ® SHEETMETAL SCREWS AND A PROPRIATE FASTS ERS 26x12 INSIDE CLEAR DIM ® WASHERS 1/2" WIRE MESH ACROSS FRONT SA & RA DUCTS FROM RTU ¢ OF EXH. DUCT LINED FULL LENGTH BOTTOM OF DUCT 2'-6" SUPPLY GRILLE (S7) (TYPICAL 4) o 1 III_ BELOW TOP OF STEEL BOTTOM OF DUCT 4'-6" 45' BEVEL 26x18 DUCT OPENING BELOW TOP OF STEEL WITH 0.5"x0.5" WIRE MESH SIDE VIEW FRONT VIEW SCALE : NONE / "RECTANGULAR DUCT; SEE PLAN FOR SIZE SQUARE -TO -ROUND TRANSITION FITTING ROUND RIGID OR FLEX DUCT; SEE PLAN FOR SIZE ( MAX FLEX DUCT LENGTH 6) '-RECTANGULAR DUCT; SEE PLAN FOR SIZE SPIN -IN FITTING WITH DAMPER ROUND RIGID OR FLEX DUCT; SEE PLAN FOR SIZE MAX FLEX DUCT LENGTH 6) AIR DEVICE CONNECTION DETAILS — SCALE EXHAUST DUCT DETAIL — SCALE BRANCH DUCT TRUNK DUCT /RF40 L-45' ENTRY PER SMACNA STANDARDS BRANCH DUCT DETAIL — SCALE : NONE N Of Lij O Q Z Q c N NLd C� o a o �a�N +' 0 U® N f2 ;: o� �o 0. a vi I 0 x v) m -id 0 n=oco r__jd 0 occ _jZ (1) �v~in� L F a 0 a� Q 0 v@o 0� o 0 0-> ° o �aIL N C'c- c N o `o c m� Ct c� o mr a as as oC Q U a 41 c U > 0 a Q 0 4- 0 0 p 0 0 Q N 0 a Q ui J ®Lu W ro N E ro Z a•i 0 'u a c cJ o aQ M 00 'D a 7 o r.(.) 0® aZa QO E0 c0Q® V. (0 LL c� cdw 2`0 1,- Ulm o!5 Z N O N U) MZ O i N 0 o 00 .00 = 1_ U , Q # °z o a � a U O N �LuLm Ll Phase CONTRACT Shoot No. M3mO 5 0 N N E d 0 s U i d f dd a N Ol c v 3 0 0 o, i' w ai v Qj v a 0 u r ra Ed d Z L N D m 3 0 a i W m / v r� J w o O C d N cu (U (U 7 0 (ll / p u U u U U V E d Z 0, 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL BUILDING CODES. 2. ALL EQUIPMENT AND MATERIALS CAPABLE OF BEING UL LABELED OR LISTED SHALL BEAR THE UL LABEL. 3. ALL DIMENSIONS SHOWN ON DRAWINGS ARE FOR CONVENIENCE AND SHALL BE VERIFIED AND COORDINATED IN THE FIELD PRIOR TO INSTALLATION. 4. PROVIDE COLD WATER, HOT WATER, HORIZONTAL STORM DRAIN PIPES, AND ROOF DRAIN BODIES WITH INSULATION PER SPECIFICATION SECTION 15. 5. EN11RE BUILDING SHALL BE SPRINKLERED IN ACCORDANCE WITH NFPA-13 AND 231—C. 6. DO NOT LOCATE SPRINKLER PIPING, PLUMBING PIPING, EQUIPMENT, ETC. OVER ELECTRICAL PANELS. 7. ROOFTOP UNITS SHALL BE PROVIDED WITH TRAPPED CONDENSATE DRAINS THE SAME SIZE AS THE UNIT CONNECTION. THE DRAIN PIPING SHALL BE ROUTED TO AVOID INTERFERING WITH ACCESS PANELS AND GENERAL MAINTENANCE OF THE UNITS. CONDENSATE PIPING SHALL BE PVC (PAINTED FOR UV PROTECTION) OR COPPER AS INDICATED ON THE DRAWINGS AND IN SPECIFICATION SECTION 15. 8. PAINT ALL EXPOSED STEEL PIPING ON THE ROOF WITH RUST —INHIBITING PAINT. — — — SANITARY DRAIN PIPING SD STORM DRAIN PIPING — — — G — — — GAS PIPING D CONDENSATE DRAIN PIPING V VACUUM LINE A COMPRESSED AIR PIPING ----------- VENT PIPING — COLD WATER PIPING — — HOT WATER PIPING ^ PIPE TURNING UP PIPE TURNING DOWN CHECK VALVE Da-- GATE VALVE SLOPE DIRECTION WALL HYDRANT — MOUNT 18" ABOVE FIN. GRADE OR 6" A.F.F. GATE VALVE IN WATER RISER OR PIPE DROP — HEIGHT 48" A.F.F. —30 FLOOR DRAIN ROOF DRAIN O CLEAN OUT (PLAN ; DIAGRAM) GAS COCK (PLAN ; DIAGRAM) DOUBLE CHECK OR RPZ �► BACK FLOW PREVENTOR PRESSURE REDUCING �— VALVE WITH GAUGE --IIf- UNION BFF BELOW FIN. FLOOR TP TRAP PRIMER GPM GALLONS PER MINUTE GPH GALLONS PER HOUR SCFM CFM, STANDARD CONDITIONS FDC FIRE DEPARTMENT CONNECTION WMG WATER MOTOR GONG AC AIR COMPRESSOR VC VACUUM CLEANER HW HOT WATER CW COLD WATER DISP DISPLACEMENT ELC ELECTRICAL CONTRACTOR ELEC. ELECTRICAL DEL DELIVERY TSP TOTAL STATIC PRESSURE TEMP TEMPERATURE PSIG PSI —GAUGE H2O WATER V. RISER VENT RISER V.T.R.F. VENT THRU ROOF, FLASHED PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION WASTE VENT H.W. C.W. REMARKS P-1 WATER CLOSET (GENERAL USE) 4" 2" — 1" KOHLER K-4350 WITH K-4670—C SEAT AND SLOAN REGAL 111 ES—S (1.6 GPF) AUTOMATIC FLUSH VALVE P-1A WATER CLOSET (ADA COMPLIANT) 4" 2" — 1" KOHLER K-4302 WITH K-4670—C SEAT AND SLOAN REGAL 111 ES—S (1.6 GPF) AUTOMATIC FLUSH VALVE P-2 URINAL (ADA COMPLIANT) 2" 2" — 1" KOHLER 5016—ET WITH SLOAN REGAL 186-1 ES—S (1.0 GPF) AUTOMATIC FLUSH VALVE P-3 LAVATORY (GENERAL USE) 1.5" 1.5" 0.50" 0.50" KOHLER K-1728 WITH K-15597 FAUCET (SET ® 110' F) P-3A LAVATORY (ADA COMPLIANT) 1.5" 1.5" 0.50" 0.50" KOHLER K-12636—R WITH K-15597 FAUCET (SET ® 110' F) & K-9619 SOAP DISPENSER P-4 SERVICE SINK (CAST IRON) 3" 1.5" 0.75" 0.75" KOHLER K-6710 WITH 3" STRAINER AND K-8928 FAUCET P-5 BI—LEVEL DRINKING FOUNTAIN (ADA COMPLIANT) 1.25" 1.5" — 0.50" WALL HUNG; HALSEY TAYLOR HTSEBP (NON —REFRIGERATED) P-6 WALL HYDRANT (WITH INTEGRAL VACUUM BREAKER) — — — 0.75" JAY R. SMITH FREEZE —PROOF WALL HYDRANT MODEL 5509(NB) RECESSED BOX WITH LOCKING COVER P-7 ELECTRIC WATER HEATER (10 GALLON) — — 0.75" 0.75" A.O. SMITH MODEL ELSF-10, 208V/10, 3kW P-8 WATER HAMMER ARRESTER — — — — JAY R. SMITH MODEL 5020 P-9 ROOF DRAIN (SIZE PER PLANS) — — — — JAY R. SMITH MODEL 1015 — WITH DECK CLAMP ASSEMBLY, DRAIN RECEIVER, INSULATE ROOF DRAIN BODY P-10 ROOF OVERFLOW DRAIN (SIZE PER PLANS) — — — — JAY R. SMITH MODEL 1080 — WITH 2" EXTERNAL WATER DAM P-11 FLOOR DRAIN 3" 1.5" j — j — j JAY R. SMITH MODEL 2005 WITH FIELD —INSTALLED TRAP WITH DEEP SEAL — ACCEPTABLE MANUFACTURERS: KOHLER, GERBER, OR APPROVED EQUIVALENT — ALL FIXTURES LISTED ABOVE MAY NOT BE REQUIRED FOR THIS PROJECT — PROVIDE FLOOR —MOUNTED SUPPORTS FOR WALL —HUNG FIXTURES — ALL FIXTURES LISTED AS "ADA COMPLIANT" SHALL BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE 'AMERICANS WITH DISABILITIES ACT OF 1990". FIXTURES AND THEIR INSTALLATION SHALL ALSO COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) PUBLICATION A117.1 — "PROVIDING ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE" AND/OR GOVERNING CODE. — ALL PLUMBING FIXTURES, EQUIPMENT, TRIM, AND FITTINGS SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES, INCLUDING, BUT NOT LIMITED TO, WATER AND ENERGY CONSERVATION CODES. THE SCHEDULED AND/OR SPECIFIED PLUMBING FIXTURES AND EQUIPMENT REPRESENT THE MINIMUM CRITERIA AND SHALL BE THE BASIS FOR THE CONTRACTOR'S BASE BID. IF THE SCHEDULED OR SPECIFIED FIXTURES OR EQUIPMENT DO NOT COMPLY WITH GOVERNING CODES OR REGULATIONS IN ALL RESPECTS, THE CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR COMPLYING FIXTURES, EQUIPMENT, TRIM, OR FITTINGS. THE ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN THAT THE CONTRACTOR'S BID INCLUDES ALL COSTS NECESSARY TO MEET ALL REGULATIONS AND CODES. — INSULATE ALL PIPES BELOW LAVATORY "P-3A" WITH "TRUEBRO HANDI—LAV GUARD" MODEL 103 OR EQUIVALENT. — FLUSH VALVES TO BE FURNISHED WITH TWO (2) 120V/24V TRANSFORMERS TO BE INSTALLED BY THE ELECTRICAL CONTRACTOR GAS REGULATOR SCHEDULE MARK MANUFACTURER MODEL N0. SCFH NATURAL GAS ORIFICE SIZE INLET PRESSURE SET POINT SPRING COLOR AND RANGE BODY SIZE REMARKS PRV-1 ROCKWELL 043-91 300 MAX 3/8" 2 PSIG 7" W.C. " BLUE " 5 TO 8 1/2 W.C. 1/2" x 3/4" PRV WITH STANDARD DIAPHRAGM ASSEMBLY AND VENT VALVE PRV-2 ROCKWELL 043-91 160 MAX 3/16" 2 PSIG 7" W.C. BLUE " 5" TO 8 1/2 W.C. 1/2" x 1/2" PRV WITH STANDARD DIAPHRAGM ASSEMBLY AND VENT VALVE N x ui O Q N VU N 0 Q� 6 o s ® d N +. 0 0 N �^ M t0 0 L cy mn Cc "o 2M 30 0 0 �o Q cn d 0 aam 0 am a 0 m> 00 00 rc9 0 °m N fie, oro m m 0C mr CM m° mp mm "� 0C 00 or as Ilk an. ito Q U a + 0)o c U > a Q 0 O > 0 0 p 0 0 Q O ld 0 a Q co M W W V U E rn C ( Z Q1 v 0 0 a� U 60 �� 0 �� U 0 aZ Qp EO �� Y LL �Z � z W 3Z 20 roQ co)I- ® in co QL, W / , �.J Z C9 (h N O ! N (0z W O i N C � 0 MW LL 0 0 O 2 00 V) U 00 _ U # CO L r °z J 0 a U } � Q U O N 0) i+ LL, 0 Phase CONTRACT sheet No. Plmo 11 w 2.8 3.9 H G.9 G F E D C B A (X PLUMBING FLOOR PLAN NORTH FLOW TEST DATA FLOW TEST DATE: JAN 2004 TEST LOCATION: RINEHART ROAD AT OREGON AVE. STATIC PRESSURE: 52 psi RESIDUAL PRESSURE: 45 psi FLOW: 2040 gpm FLOW TEST DATA IS GIVEN AS A GENERAL REFERENCE ONLY. THE FIRE PROTECTION CONTRACTOR SHALL CONDUCT HIS OWN INVESTIGATION REGARDING WATER SUPPLIES. CONTRACTORS RELYING ON THE ABOVE DATA DO SO AT THEIR OWN RISK. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR CONTRACTOR'S FAILURE TO DETERMINE EXISTING HYDRAULIC CONDITIONS. SEE SPECIFICATIONS SECTION 15500. V) Of OQ N lJU N U � � Z O O✓ 00 ® a p QN N 0 Ir M _ � n 0 O 20 Itl 0 xM O 3090 m �z 0 NL 00 ��r7 3 d 0 ad Q u°D 00 r c C p pW mm C=:) 00 Is OL as �C oC Q U C U > Q Q 0 4- 0 m o 0 In 0 p 0 U Q U) 0 0 0. Q w V Z � a a O ®W m E 0 O of Z v` c LL a/R U ®O 0 � < ® R 02 0 2 U0 V mZ aZ `O QLL 0 EO °m 4 Q oLL 20 op, N ® N Z N 0 N O Q ? # LLI fA > N 6 Illd" 0 CC 0 w o: o v AAMh cn Tm �> CD vo M z a v Q Q ®'�' a �_ IL X l0 ® 0 V rn � L o rn a E hase CONTRACT Sheet No. P2mO i E 0 N 0 v 0 N V N s U i 0 E d 0 Lq Lq C 3 0 v w m n a 0 r R a, E 0 z L v D 0) 3 M IL (10 / v w L 0 0 L 0 N V_ (U N d' 0 N / N Q U H L) U U Y W E - - 0.75" - 0.75" _ _ _ _ _ -- -- -- 0.5" - I I I I I P-8 I a I I o I 0 N I a� `n I o 0 I P-3 I I P-3A P-3A I I I I P-5 P-2 P-1 P-1 A P-1 AU I I 0.5" 2" i1.5" _ P-6 0.5" SCALE : NONE 3" VENT RISER 4" VENT THRU ROOF 'WATTS' VACUUM RELIEF VALVE 2" - 2" I 0.75" - - 0.75" I - 0.75" I I I I U P-7 N I I LO I ° I o in o In WATER HEATER WITH o 0 o SAFE PAN ON SHELF; I P_3 I REFER TO DETAIL THIS DRAWING. ROUTE P-4 I I I I SAFE PAN DRAIN AND I I T & P RELIEF DRAIN TO SERVICE SINK HOUSE VALVE WITH AN AIR GAP AT 48" AFF 0.5" TO LAV (TYP) P-6 REFER TO CIVIL PLAN FOR DOMESTIC WATER SERVICE LOCATION AND SIZE. �IL 3" i0ol- I I 1.5" I 2"--------1--- r-------------------------------- ----7 I I 2" 2" I fI I II �i-1.5" I 1.5" F------------T- - -------------------------I- r---- --------- ----------- -�--------------------- l I I I I I I I I I I I I I I I I I I I I I I I I I I j 1.5" I I 1.5" j I I " " i 2" I I 1.5 �1.5 " i I P-3 j WCO I P-3 P-3A I P-3A P-5 2 �I WCO3 WCO I P-2 11 I[-\ � P-4 � " I 1.5" 3„ i 2" 1.25" 2" P-1 15 P-11 P-11 P-1A P-1A 3" I 4"WCO 2" I �4" T-12" 3" 3" 4" 4" 2" L3" 3" 4" 4" 4" 4" 4" SANITARY AND VENT RISER DIAGRAM SCALE : NONE 2" COLD. WATER; REFER TO DWG P2.0 FOR CONT I 1.5" COLD I DOWN IN W, WATER CLO' R HEATER (P-7) MOUNTED HELF BELOW CEILING PER L THIS SHEET, ROUTE RELIEF LINE (WITH NO TO APPROVED INDIRECT E RECEPTOR WITH AIR GAP 5" HOT & COLD WATER VN INSIDE PARTITION FIXTURES (TYPICAL) YCO SEE CIVIL FOR 4" 4„ CONTINUATION. 0.75 CWCOORDINATE VALVE LOCATIONS HYDRANTS; TO WALL WITH ACCESS PANELS; SEE HYDTS; SEE P2.0 FOR CONT ARCHITECTURAL DRAWING A6.1 COLD AND HOT WATER PARTIAL PLAN - SCALE : 1 /4"=1'-O" PLAN NORTH CONNECT GAS CON' PROVIDE FOR WEA' SEAL. GA'. TO MATCI SIZE. PLUGGED 0.125' TEST GAUGE C( PRESSURE REDUCING VAL WITH INTERNAL VENT GROUND J( GASG.,.... .,.... ..... ....,..� 0.125" NPT TEST GAUGE CONNECTION RTU (2-6T) GAS CONNECTION DETAIL SCALE : NONE CONDENSATE DRAIN PIPE FULL CONNECTION SIZE OF RTU (0.75" MIN) VENT EXTEND FULL SIZE PIPE 36" MIN BEYOND RTU ON DOWN SLOPE SIDE; TERMINATE WITH INSECT SCREEN OVER ROOF DRAIN OR SPLASH BLOCK (BY GC) PIPE STAND,, rTl. RTU • , ..... ii ;� 1''! , [91:419AVE SCALE : NONE 4" SANITARY SEWER; REFER TO DRAWING P2.0 FOR CONT INSTALL P, ACCESS T( FOUNTAIN EXTEND CEILING I TO VENT COVER (TYPICAL) z WASTE AND VENT PARTIAL PLAN Pa.o SCALE : 1i4l-a CONNECT TO UNIT - GAS CONTROLS; PROVIDE GROMMET FOR WEATHERTIGHT SEAL. GAS PIPE TO MATCH UNIT'S SIZE. PLUGGED 0.125" NPT TEST GAUGE CONNECTION PRESSURE REDUCING VALVE WITH INTERNAL VENT GROUND JOINT UNION ROOFTOP UNIT `-ALLOW CLEARANCE FOR OPENING ALL ACCESS PANELS GAS COCK WITH LDRIP/DIRT POCKET 0.125" NPT TEST GAUGE CONNECTION RTU (7,5T+) GAS CONNECTION DETAIL SCALE : NONE CHECK VALVE AS REQUIRED BY LOCAL CODES. MAIN SHUTOFF VALVE O.S.&Y.- W/ TAMPER SWITCH - LOCK IN OPEN POSITION (TYPICAL) FLOOR PENETRATION-% ROOF MEMBRANE I AS CUSHION NO_ ES 1. PIPING SHALL BE SUPPORTED AT ALL ELBOWS AND TEES AND AT SPACING SPECIFIED IN TABLE BELOW. PIPING SHALL BE SLOPED AND ROUTED TO PREVENT TRAPPING CONDENSATE (EXCEPT AT DIRT LEGS) AND TO FACILITATE CONDENSATE DRAINAGE. 2. PIPING AND PENETRATIONS THRU ROOF SHALL BE AS CALLED FOR IN SPECIFICATIONS SECTION 15 OR AS REQUIRED BY LOCAL CODES. 3. PIPESTAND SHALL BE MIRO, INC. 'PILLOWBLOCK' MODEL 1.5 (UP TO 2"), 4-R (UP TO 4"), AND 8-R2 (OVER 4"). 4. DO NOT ATTACH PIPESTANDS TO ROOF. PIPE SIZE MODEL NO. MAX SPACING 0.75" 1.5 6' 1.00" 1.5 7' 1.25" 1.5 8' 1.50" 1.5 10' 2.00" 3-R 10' 2.50" 3-R 15' 3.00" 3-13 13' 4.00" 1 4-13 9' 5.00" 8-R2 10' 6.00" 8-R2 10' MIRO INDUSTRIES, INC. 170 WEST COTTAGE AVE SANDY, UT 84070 (800) 768-6978 IPING SUPPORT DETAIL SCALE : NONE ELECTRIC BELL ON EXTERIOR WALL TO WAREHOUSE HOSE RACKS - IF REQUIRED TO CEILING TO FIRE DEPARTMENT SPRINKLER SYSTEM CONNECTION ® 25' FROM BLDG.; VERIFY LOCAL FIRE DEPT THREADS CHECK VALVE MAIN AUTOMATIC DRAIN BALL - DRIP VALVE PAINTED TO MATCH WALL; PROVIDE THRUST BLOCKP CHROME PLATED PIPE ESCUTCHEON AT ALL WALL PENETRATIONS FLOW SWITCH --"2" MAIN DRAIN l� TO EXTERIOR (TYPICAL) WALL POST INDICATOR VALVE WITH TAMPER SWITCH FIRE SPRINKLER RISER DIAGRAM - B SCALE : NONE FLOW AND TAMPER SWITCHES SHALL BE PROVIDED BY THE SPRINKLER CONTRACTOR WITH FIRE ALARM CONNECTIONS BY THE ALARM CONTRACTOR. (SQUARE SHELF) SAFE PAN DIAMETER + 3" (MIN.) N 3/4" PLYWOOD (4)ANGLES jk z 84" A.F.F. \ I (2) VERTICAL 30' 7& (2) DIAGONAL \ / ANGLES 1 1 /2" X 1 1 /2" X 1 /8"-/ ALL -WELDED STEEL ANGLE MOUNTING SHELF PRIMED AND PAINTED WHITE GLOSS ENAMEL SECURELY ANCHOR TO WALL STUDS WITH MIN. OF FOUR (4) STEEL FASTENERS SAFE PAN SHALL BE A MINIMUM OF 2" DEEP AND HAVE AT LEAST 2" CLEARANCE AROUND THE BASE OF WATER HEATER TANK. II WATER HEATER SHELF DETAIL - SCALE (N w O Q N Na lJU U W C� o o qt OD ® °- p 6 N U ® N m M t0 n a 020,00 0� so 0 3 04 CID 2M m �o 0 �J a 0 0 pZ may- c Q i-n M IL 0 a zi 0 ° a op-> ,r00 C3°R Va c N �o� m E r m w� ° mo °`a a [L Q U a + � c U > o Q Q O 0 o• p u Q rn o a a V Q ®H Q E z ® > c w 20 U a '0 'D cc c ` 0 a�R UV oZ ®® EO °m Ya ®Z �a ZLL" 0 a� �D 2 O I co ui (a o a" U Z N N O ®N 0 W o d uNi L 1 # o J O Z O °0 I- U 00 1 U 0 o L a r J >- r �� Q10 a 0 N ®� o U � �� o 0 a Phas® CONTRACT Sheet No. Pam La - - - - - - TYP. xi - - --� - - - - - - - - -.-_...- _ i ... .....AME CI CUIT AS 6 L6 ._..................: - - - NT6-BE - TL20 ENERA LIGHTING AND ::::::::::::: ... _ �- f 1. r ..................:: T4 T4 . DC CAB ABOVE DOORS. ....................... HEAD F CONTACTORS ti r EE SUSP. CLNG. STORE FIXTURE BEAM NOTE: LIGHT FIXTURE SCHEDULE TYPE MANUF. CATALOG NUMBER VOLTAGE LAMPS WATTS REMARKS O LITHONIA ELT24 H EMERGENCY BATTERY UNIT 120/277 INCLUDED 20 MOUNT ON WALL 10' W 2 6 WATT HALOGEN LAMPS AFF U.N.O. AE LITHONIA WC 1 32 277 (PS 1400) EMERGENCY BATTERY ONLY. 277 1-FO32T8/841/XP/ECO 34 MOUNT TO BOTTOM NO AC BALLAST REQUIRED. OF FLEXTRAY OR JOIST 0 GEB MOUNTED MOUNTED IN WAREHOUSE O UTHONIA 8'FLUORESCENT 8 FLUOSTRIP 277 2-FO96HO/841/ECO 176 ABOVE BOTTOM CHORD OF BAR JOIST. BX LITHONIA L296T8HO GEB EL14 8' FLUORESCENT STRIP 277 2-FO96HO/841/ECO 176 MOUNTED IN WAREHOUSE ABOVE BOTTOM CHORD WITH EMERGENCY BALLASTS. OF BAR JOIST. ELTBU NT B O LITHONIA (NO LAMP HEADS) (NO LA0 277 - 47 ORUJOIST SPACOVE E. CX LITHONIA UC12E 120 1/8WT5 9 MOUNT IN STORE FIXTURE SEE DETAIL C SHT. E2.1 4 32 Al2 1/4 GEB O2GT8 E LITHONIA 2X4 FLUORESCENT WITH 277 4-FO32T8/841/XP/ECO 114 LAY IN SUSP. CLNG. ACRYLIC LENS 4 32 Al2 GEB EL EE LITHONIA 2X48FLUORESCENT WITH 277 4-FO32T8/841/XP/ECO 114 LAY IN SUSP. CLNG. ACRYLIC LENS & EMERG. BALLAST MOUNT OVER EXTERIOR EB LITHONIA ELA-T-NX-H0812 12 V INCLUDED - DOORS. OF LITHONIA AF 2/26DTT 6AR 277 2-F26DTT/841 54 LAY IN SUSP. CLNG. FLUORESCENT DOWN LIGHT AF 2/26DTT 6AR EL FE LITHONIA FLUORESCENT DOWN LIGHT 277 2-F26DTT/841 54 LAY IN SUSP. CLNG. WITH EMERGENCY BALLAST O LITHONIA 2SP F 2 32 Al2 GEB 2X4 FLUORESCENT WITH 277 2-FO32T8/841 /XP/ECO 62 LAY IN SHEET ROCK CLNG. ACRYLIC LENS 2SP F 2 32 Al2 GEB EL LAY IN SHEET KO LITHONIA 2X4 FLUORESCENT WITH 277 2-F032T8/841/XP/ECO 62 ROCK CLNG. ACRYLIC LENS & EMERG. BALLAST TC 232 1/4 GEB, 8' STRIP, CHAIN HANG FROM JOIST O LITHONIA WITH 4 LAMPS 277 4-FO32T8/841 /XP/ECO 114 ® 12' AFF TO BOTTOM ME LITHONIA TC 232 1/4 GEB, 8' EL STRIP, 277 4-F032T8/841/XP/ECO 114 CHAIN HANG FROM JOIST ® 12' AFF TO BOTTOM WITH 4 LAMPS & EMERGANCY BALLAST TC 232 1/4 GEB, 8' STRIP, MOUNT IN STORE FIXTURE Q LITHONIA WITH 4 LAMPS 120 4-FO32T8/841/XP/ECO 114 SEE SHT. E2.1 C 232 GEB, 4' STRIP, SEE PLANS FOR Q LITHONIA WITH 2 LAMPS 277 2-F032T8/841/XP/ECO 62 MOUNTING NX LITHONIA C 232 GEB, 4' STRIP, 120 2-F032T8/841/XP/ECO 62 MOUNT IN STORE FIXTURE WITH 2 LAMPS SEE SHT. E2.1 OQ LITHONIA AH 100M 6AR 277 loom/C/U 130 MOUNT IN CANOPY OR NORA NTF-2642W TRACK MOUNTED FLUOR. FLOOD 120 1-F26DTT/841 27 MOUNT TO "T" TRACK LIGHT WHITE FINISH. R2 NORA NTH-131W 120 45WPAR30CAP FLOOD 45 MOUNT TO "T" TRACK R3 NORA NTH109WH 120 1-75PAR38CAP SPOT 75 MOUNT TO "T" TRACK SS O PHOENIX DL50 ARM, DOCK LIGHT WITH CORD AND PLUG. PLUG INTO OUTLET 120 150W PAR 38 CAP FL / 150 WALL MTD. 7'-0" AFF SHOWN ON SHEET E4.0 AT RECEIVING DOOR T2 NORA NT-301W, 2' TRACK, WHITE FINISH 120 - _ REFER TO DETAILS AND NOTES FOR MOUNTING T4 NORA NT-302W, 4' TRACK, WHITE FINISH 120 - - REFER TO DETAILS AND NOTES FOR MOUNTING T8 NORA NT-304W, 8' TRACK, WHITE FINISH 120 - _ REFER TO DETAILS AND NOTES FOR MOUNTING © NORA NT-316W (LIVE END FEED) 120 - _ REFER TO DETAILS AND NOTES FOR MOUNTING ©C NORA NT-310W (LINEAR COUPLER) 120 - _ REFER TO DETAILS AND NOTES FOR MOUNTING ©C NORA NT-313W ("L" FEED CONNECTOR) 120 - - REFER TO DETAILS AND NOTES FOR MOUNTING UC LITHONIA 2UC 32 120 2-F032T8/841 34 UNDER SHELF- REFER TO DETAIL B SHT E2.1 ® LITHONIA TWP 100M 100 WATT 277 M100/C/U 130 MOUNT ON EXTERIOR METAL HALIDE WALLPACK WALL. SEE ARCH ELEV. ®p LITHONIA M TAL 277 M250/C/U 295 MOUNT ON EXTERIOR HALIDE WALTT WALL. SEE ARCH ELEV. ® LITHONIA WINONA 3706-WL-21 277 M70/C/U 82 MOUNT ON EXTERIORWALL. SEE ARCH ELEV. OX LITHONIA LHQM S W 1 R, SINGLE FACE LED EXIT SIGN WITH EMERGENCY 120/277 INCLUDED 3 SEE PLAN REFERENCE LIGHTS AND BATTERY BACK UP. NOTES XX LITHONIA LHQM S W 3 R, DOUBLE FACE LED EXIT SIGN WITH EMERGENCY 120/277 INCLUDED 3 SEE PLAN REFERENCE LIGHTS AND BATTERY BACK UP. NOTES Z1 LITHONIA THS250MP16-FCWA-HKF 277 M250/C/PS/BU 295 DETAIL 1® LITHONIA THS250MP16-FCWA-QRSTD-HKF 277 M250/C/PS/BU 295 DETAIL O Z3 LITHONIA THS1 75MAl 6GL-FCWA-HKF 277 MS175/C/U 210 DETAIL CO ®3 LITHONIA THS175MAl6GL-HCWA-QRSTD-HKF 277 MS175/C/U 210. DETAIL CO SCHEDULE NOTES: A. REFER TO INVITATION TO BID FOR FURTHER INFORMATION ON LIGHT FIXTURES AND LAMPS. B. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED LIGHT FIXTURE SUPPORTS, HANGERS, ETC. C. ALL LIGHT FIXTURES MAY NOT BE USED ON PROJECT. ROUTE ALL CONDUITS CONCEALED BEHIND STORE FIXTURE BEAM. STUB CONDUIT THRU SIDE WALL OF STORE FIXTURE. L v Z3 0 n. V _.... - 6y� ... i - 1B, _ ---r- T8 L :: LDC CABLE - - - - L174........- - -- -- L9 L91712 VOLT T AL4 L17 L17 TL L4 L1 �� L6 L8 I i i ---, a T8 ............ ... AE ......... ......... I NOTE-21... AE N Tg Ii i M -- ME M _ _ ° T8 O - - - _ �� _ _ - - --ICA't- io A FIXTURE S DETAIL L10 i L9 TYPICAL SCALE i L4 11 i .M: 8 L---- = :.. -- -J . ala L9 L9 L9 £ Z3 Z3 Z3 Z3 Z3 Ili i TL18 TL1 TL O _ _ O O Z3 Z1 _ _ Z I E __T CJt1.8 - -� - - - l .........._F - - - // - F�6AD-SHOE- - L17 - - - L17 L17 Ly L17 8i .. ................ . ....... . g i ............... L1 ti T8 i i i i T8 i Tg i i Y TE S O iLl -NOTE .............. i i L9 0 :............:. N - - I I �- ROOM ; LAB:; ;......1 L9 O TL13L 13 -vv- 3 o MOUNT FIXTURES DR , JOIST TO ELIMINATE USE OF w STRUT FOR SUPPORT OF FIXTURES. UNLESS OTHERWISE NOTED. SEE DETAIL ©THIS o SHEET. i v 6 3 i v v a o, s d z L v D rn 3 0 w c c� / m i 0 a- 6 co v (U cu v-t (U / m U u U i Y v d Z 17 TYPICAL FOR IN OPEN SALES AREA. �^^= LIGHTING PLAN_ CC T. L5, L/ HOT 1. SWITCH -PACK AND CEILING SENSOR SHALL BE FURNISHED AND INSTALLED BY ELEC. CONTRACTOR. 2. SWITCH -PACK AND CEILING SENSOR SHALL BE ORDERED THRU RESCO. CALL CHIP AT (804) 353-2511. 3. SWITCH -PACK (NOVITAS CAT. #13-051); CEILING SENSOR (NOVITAS CAT #01-160). #13-051, #01-160. 1 MOTION SENSOR. i.o NONE J-BOX FOR CIRCUIT FEED. ATTACH TO TOP CHORD OF i�i r-r ni�-r -ram nnrnr nrnii TO ALL LIGHT FIXTURES IN ROOM EXCEPT EMERGENCY MC C/ FIXTURES. WRAP JOIST. BAR JOIST MOUNT THREADED EYE HOOK TO JOIST USING WASHER AND LOCK NUT ON BOTH SIDES. "HKF" HOOK WITH COUPLER AND HOLE FOR CABLE PASS THRU. PROVIDE WITH LIGHT FIXTURE FROM RESCO. WIRING DIAGRAM- n SALES FLOOR LIGHT FIXTURE MOUNTING DETAIL. J-BOX FOR CIRCUIT FEED. ATTACH TO TOP CHORD OF JOIST. NOT TO ROOF DECK. ROOF BAR JOIST BEVELED WASHERS AND LOCK NUTS BOTH SIDES. �MC CABLE. SUPPORT TO 3/8" 0 ALL THREAD ALL THREAD ROD. ROD SEE SCHEDULE BELOW FOR QUANTITY. 12GA. UNISTRUT WITH 3/8"0 ROD SUPPORTS REQUIRED 3/8" SPRING NUT. SAME ¢ 4' & 8' TRACK = 2 RODS LENGTH AS TRACK LIGHT. o 1 TRACK LIGHTING TYPICAL to TRACK LIGHT HEAD TYPE 0113' 1FIXTURE MOUNTING DETAIL ,.o SCALE .NONE PLAN REFERENCE NOTES 1. TYPE "B" & "BX" LIGHT FIXTURES SHALL BE ATTACHED DIRECTLY TO THE THE BOTTOM CHORD OF BAR JOIST. NO STRUT SHALL BE REQUIRED. 2. MOUNT EXIT LIGHT TO TOP OF GLASS STORE FRONT AND RUN MC CABLE ACROSS TOP OF VESTIBULE WALL TO EXTERIOR WALL. 3• CONTRACTOR SHALL MOUNT TYPE "Z" SERIES LIGHT FIXTURES AT 16'-0" AFF. REFER TO DETAIL C/E1.0. 4. MOUNT EXIT LIGHT ABOVE DOOR. 5. MOUNT EXIT LIGHT TO BOTTOM OF FLEXTRAY. 6• SEE TYPE "T*" TRACK LIGHT MODEL NUMBERS ON LIGHT FIXTURE SCHEDULE. SURFACE MOUNT TRACK ON BACK OF STORE FIXTURE BEAM. SEE DETAIL A/E1.0. ALL TRACK HEAD LIGHT FIXTURES ARE TYPE "R", U.O.N. 7. WALL MOUNTED STRIP AT 7'-0" AFF. 8. ALL TYPE "AE" FIXTURES SHALL BE MOUNTED TO BOTTOM OF FLEXTRAY OR JOIST AND SHALL BE WIRED TO EMERGENCY BALLAST ONLY SO THAT LIGHTS OPERATE ONLY UPON LOSS OF POWER. 9. SEE TYPE "T*" TRACK LIGHT MODEL NUMBERS ON LIGHT FIXTURE SCHEDULE. SURFACE MOUNT TRACK TO SUSPENDED CEILING. ALL TRACK HEAD LIGHT FIXTURES ARE TYPE "R". 10. ALL TRACK HEADS SHALL BE TYPE "R3". REFER TO DETAIL D/E1.0 FOR MOUNTING TRACK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING TRACK HEADS AFTER SIGNAGE IS INSTALLED TO CREATE A UNIFORM ILLUMINATION ON SIGNAGE. BRANCH CIRCUIT WIRING SHALL BE RUN FROM CIRCUIT BREAKER ON BUSWAY, IN JOIST SPACE AND NOT IN FLEXTRAY. REFER TO NOTES ON SHEET E5.1. 11. MOUNT TYPE "F" LIGHT IN CUT OUT OVER STORE FIXTURE. 12. ILLUMINATED BUILDING SIGN WITH TOGGLE SWITCH FURNISHED & INSTALLED BY OTHER. THE ELECTRICAL CONTRACTOR SHALL FURNISH & INSTALL J-BOX ON INSIDE FACE OF WALL. MAKE ALL FINAL CONNECTIONS TO TOGGLE SWITCH SUPPLIED BY SIGN MANUFACTURER. CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH ARCHITECTURAL ELEVATIONS AND SIGN MANUFACTURER'S DRAWINGS. 13. NOT USED 14. NOT USED. 15. ALL "M" FIXTURES SHALL BE CHAIN HUNG ® +12'-0" AFF. 16. NOT USED 17. ALL "M" FIXTURES SHALL BE CHAIN HUNG ® +8'-0" AFF & 2'-0" OFF WALL. 18. TYPE "M" FIXTURES MOUNTED ON TOP OF STORE FIXTURE SHELF. ROUGH IN CIRCUIT BOX ® +90" AFF. INSTALL LIGHT FIXTURES AFTER STORE FIXTURES INSTALLED. 19. NOT USED. 20. JUNCTION BOX FOR LIGHT FIXTURES MOUNTED WITHIN STORE FIXTURES. ROUGH -IN BOX AT 90" AFF, LIGHT FIXTURES WITH LAMPS ARE INSTALLED ALONG WITH STORE FIXTURES BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAISY CHAINING FIXTURES AND FINAL CONNECTION TO JUNCTION BOX. REFER TO DETAIL B/E2.1. 20A (1) "NX" (12) "MX" 208 (4) "MX" 20C (5) "MX" 20D (3) "MX" 20E (7) "MX" 21. (6) TYPE "UC" MOUNTED TO UNDERSIDE OF SHELF COORDINATE WITH FIXTURE INSTALLER. REFER TO DETAIL B/E2.1. 22. NOT USED. 23. TYPE "CX" MOUNTED IN GLASS CASE. COORDINATE WITH FIXTURE INSTALLER. REFER TO DETAIL C/E2.1. 24. CORNER AUDIO LIGHT BOX IS FURNISH WITH TWO (2) 36" 1-LAMP STRIP LIGHTS WITH 6' MC WHIP. CONTRACTOR SHALL FURNISH AND INSTALL TWO (2) F030T8/841 LAMPS AND CONNECT TO CIRCUIT AS INDICATED. cn OQ Z V �i ® d QN N 0 N mM `° zoo N - on 0 OD Tmo 0 =M 0 ^�' o .� v~iin Lw -Z (L 0 a=i Q 0 °ua V0 ac�4 wyo m0 Imo as as OC U + a) U > 0 Q 0 10) m > 0 N O Y 0 N cd 01 Oa, Q Q a. cr V a. d W � W Q E 0 Z ® o 0 oQ 0 0 0 0 oZW .!d� 20 Q 1,CO 0) u,v) z o:Q U Z c0 M N 0 N ®\\ N V/ 0 N U cr Dow Z O U Lu °z J o a U } 2 U O N um 0 P♦lase CONTRACT Shoot No. ElmO '" I G■9 MOUNT NEXT TO G NOTE-13 RECEPTACLE 1 ----- - __--_ __ __ S VICE +7'-0" SECURITAYULT = D ERAL CE, CUST MER 1c 1s PANEL #3 NOTE- (nDI1- 1 ,moo K � 1 � � � STAGING I I�QIE=12 2 H -37 K +7' 0 1 I I II � NOTE-16� - - - - - ii STUB TO 12" ABOVE TYPICAL 23 21 SUSP. CEILING. J K 1FF I 3 I _ MOUNT ON BACK SIDE OF COI MN AT +15'-0"- AFF. - - lu i REFER TO RF SCANNER °_� ELEVA T SHEET E4.0. L91 2 � - CHECKOUT I ELECTRICAL CONTRACTOR SHALL FURNISH X1 L AND INSTALL A [ ] 1/2- CONDUIT FROM KNOX BOX THRU WALL TO - - - r.... r -- - - - - - +12" ABOVE SUSP. I 1 CEILING FOR ALARM I I LJ MONITORING. I KNOX BOX [_ ] I NOTE-21 I NOTE B -- 7 6 I 1 IIlk1 ■ w/bu � ers 1 - - - - - � I provide and d installed b owner - ---- 1 2 , f 3 -?- ---- _ -- - MOUNT AT DO q 1R ON ROOF LEAgNG__ I� K ---- ` NOTE-1 I 1 INTO TOWER. _ 321118- - - �� +48" ii t to Security ---- 1 q---- « s w/bumpers - - - - - fro ided ni I \ h W , i 1311 31led by owner i �1 J - m d 4--- i I=- I�� 1 1 i lii I I I II I r ■ J1 El 4 - -- 1 2 9 1 NOTE-21 16 - �- I I I - - - - - - - - -NOTE-10 - - - - - - 12 • t-iu NOTE-10 -61 0 - - 0 4 rl� u 0 C I ca 5 OU T ON BA Ki DE F OL T- IJEFER TO RF Cp ER EVATION SHE' I i 35 77 1 I I i i _ I - I SALES i ---- i "STS" FRAME #2 NOTE-4 I I � I � _ - I � � I � I TRACTOR L FDURTY (40) - - - - CAMERA -DOME PIPES TO FLEX TRAY IN _ OPEN SALES AREA. CIRCUIT CITY SHALL r DIRECT LOCATION IN FIELD. REFER TO L__J DETAIL F/E3.0 I � FAf] FnR _ "DS " E DETAIL SHEET E3 4_L__- I - - - ❑ El 0- + MOUNT ON BACK SIDE OF COLUMN AT + 5'- " AFF. SEE NOTE 15. REF R TO RF SCANNER ELEVATION SHEET E4.0:-- PLAN REFERENCE NuAg"TES 1. FURNISH AND INSTALL A 3/4" X 6'-0" LONG PIECE OF GREENFIELD CONDUIT FROM BASE OF POWER 14. ALL JUNCTION BOXES SHALL BE 4 11/16" SQ. X 1 1/2" D. AND SHALL BE SURFACE MOUNTED ON WALL POLE TO WITHIN GREETER STATION. AT 7'-6" AFF U.O.N. DOWN CENTER OF RACKING AISLE RUN 1/2" EC. FROM BOX UP TO JOIST SPACE. 2. MOUNT KEY PAD J-BOX +54" AFF & STUB 1/2" EMPTY CONDUIT FROM BOX UP TO BAR JOIST. SEE DETAIL "N" SHEET E3.0. 3, FLUSH MOUNT "P"-BOX IN WALL +15'-0" AFF AND STUB A 1" CONDUIT UP THROUGH WALL TO JOIST 15. CONTRACTOR SHALL FURNISH AND INSTALL A BELDEN RG-58, #8219 CABLE FROM J-BOX LOCATION TO SPACE IN SALES AREA. ROUTE BELDEN CABLES DOWN THROUGH CONDUIT TO "P"-BOX. "P"-BOX MOUNTED ABOVE SHELF IN WAREHOUSE. LEAVE 15' OF SLACK OF CABLE AT J-BOX AND 4. "STS" FRAME. REFER TO DETAILS SHEET. E5.0. "P'-BOX IN WAREHOUSE. 5• REFER TO DETAIL "A" THIS SHEET. 16• WIRE DOOR DELAYED PUSHBAR TO FIRE ALARM PANEL SO THAT WHEN FIRE ALARM IS IN ALARM MODE, 6. MOUNT "D" BOX AT BASE OF WALL WITHIN STORE FIXTURE SPACE. FURNISH AND INSTALL 2/C#18 AWG DELAY ON PANIC DEVICE WILL BE OVERRIDDEN. REFER TO DETAIL "P" SHEET E3.0. CABLE FROM "D8" TO CARD ACCESS PANEL IN TELEPHONE EQUIPMENT ROOM LEAVE 20' OF SLACK AT 17. NOT USED. BOTH ENDS. 7. CONTRACTOR SHALL FURNISH AND INSTALL ONE (1) #18 AWG, 2 CONDUCTOR, STRANDED CABLE FOR 18. 3/4" EMPTY CONDUIT -STUB DOWN INTO DOOR TRANSOM FOR SECURITY ALARM WIRING BY OTHERS. STUB ELECTRIC DOOR STRIKE. RUN WIRE CONCEALED IN DOOR FRAME TO "J" BOX MOUNTED ABOVE DOOR OTHER END TO JOIST SPACE. (DETAIL K). MAKE ALL FINAL CONNECTIONS TO ELECTRIC STRIKE. LEAVE 10' OF SLACK OF CABLE AT 19. STUB CONDUIT FROM BOX AT TOP OF DOOR ON ROOF TO JOIST SPACE IN SALES AREA. "J" BOX. LABEL CABLE ON BOTH ENDS WITH DOOR NUMBER AS SHOWN ON PLAN. ALSO ROUTE (1) ADI CARD SWIPE CABLE FROM J-BOX TO CARD ACCESS PANEL IN TELEPHONE EQUIPMENT ROOM. LEAVE 10' 20. FLUSH MOUNT "P" BOX IN WALL +48" AFF. FOR TRAFFIC COUNTER. OF SLACK AT J-BOX AND 10' IN CARD ACCESS PANEL. LABEL CABLE ON BOTH ENDS WITH DOOR 21. 1-GANG OUTLET BOXES #11 AND #12. SURFACE MOUNTED ON WALL AT FLOOR. RUN 3/4" EC. UP WALL NUMBER AS SHOWN ON PLANS, THE LETTER "c" SHALL FOLLOW DOOR NUMBER. AND STUB OUT AT WOOD BLOCKING LOCATION. SEE ARCH DRAWING A2.1 FOR WOOD BLOCKING LOCATION. 8. AFTER FIXTURE IS INSTALLED, ELECTRICAL CONTRACTOR SHALL ROUTE CONDUITS DOWN THE BACKSIDE OF 22. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A 4" SQ. WEATHER PROOF OUTLET BOX AT KIOSK IN STAFF ACCESS AREA & INTO KIOSK. MOUNT "P" BOX IN BASE OF KIOSK & "T" BOX +48" AFF ELECTRIC AND GAS METER LOCATIONS WITH A 1/2" NIPPLE THRU WALL FROM BOX AND STUB UP TO TO CENTER & 6" FROM FRONT FACE OF KIOSK SIDE WALL AS SHOWN. CUT OUTS IN STORE FIXTURES JOIST SPACE. SHALL BE BY STORE FIXTURE INSTALLER. 23. 4" CONDUIT WITH PULL WIRE BURIED A MIN. OF 36" BELOW GRADE FOR INCOMING TELEPHONE SERVICE. 9. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A 1 1/2" EMPTY RIGID CONDUIT WITH FURNISHED & INSTALLED BY DEVELOPER TO WITHIN 5' OF BUILDING. THE ELECTRICAL CONTRACTOR WEATHERHEAD ON ROOF. THE CONDUIT AND WEATHERHEAD NEEDS TO BE 24" ABOVE ROOF LINE AND SHALL INTERCEPT AND EXTEND DEVELOPERS CODNUIT UP WALL IN RETURNS/SERVICE STORAGE ROOM STUB OUT INTO JOIST SPACE INSIDE BUILDING. SUPPORT CONDUIT IN-BETWEEN TWO BAR JOIST USING AND STUB THRU FLOOR OF TELEPHONE EQUIPMENT ROOM BACKBOARD. UNISTRUT AND PROVIDE INSULATED BUSHING ON END. SEE DETAIL B/E2.1 FOR SIMILAR INSTALLATION AT "DSS" DISH. WIRING BY OTHERS. 24, RUN 1" EMPTY CONDUIT FROM SIDE OF FLEX TRAY OVER TO WALL (ABOVE LIGHT FIXTURES) AND STUB 10. RUN 1" EMPTY CONDUIT FROM SIDE OF FLEXTRAY OVER TO WALL ) AND STUB LIGHT FIXTURES) (ABOVE SOWN CONCEALED IN ALL TO BASE OF WALL AND PROVIDE 90" BEND STUBBED OUT OF WALL AT FLOOR. PROVIDE PULL STRING. REFER TO DETAILS SHEET E4.0 & E5.0 DOWN SURFACE MOUNTED ON WALL TO BASE OF WALL AND PROVIDE 90' BEND STUBBED OUT AT FLOOR. PROVIDE PULL STRING. REFER TO DETAILS SHEET E4.0 AND E5.0 25. 1-GANG OUTLET BOX FLUSH MOUNT HORIZONTALLY AT BASE OF WALL. RUN 3/4" EC. CONCEALED IN 11. ALL BOXES FOR DATA AND TELEPHONE LOCATED IN CUSTOMER SERVICE COUNTER ARE FURNISHED AND WALL AND STUB OUT AT WOOD BLOCKING LOCATION 12' ABOVE FINISH FLOOR NEXT TO RECEPTACLE. INSTALLED BY FIXTURE MANUFACTURER. ALL REQUIRED CONDUITS ARE FURNISHED & INSTALLED BY ELEC. PROVIDE PULL STRING, INSULATED BUSHING AND BLANK COVER. CONTRACTOR. 26. SMOKE DETECTOR AT EACH SIDE OF FIRE SHUTTER. CONTRACTOR SHALL WIRE DETECTOR SO THAT DOOR 12. 3/4" EMPTY CONDUIT FROM SECURITY PANEL #3 STUB OUT THRU FRONT WALL AT 9'-6" AND CUTOFF WILL CLOSE WHEN SMOKE DETECTOR IS ACTIVATED. FLUSH WITH WALL. 27. ELECTRICAL CONTRACTOR SHALL PROVIDE A OUTLET BOX AT BASE OF WALL WITHIN STORE FIXTURE 13. BOXES MOUNTED ON EXTERIOR WALL SHALL BE SURFACE MOUNTED WITH EMT CONDUITS ROUTED NEATLY SPACE STUB A 3/4" EC STUBBED UP TO ABOVE SUSPENDED CEILING. CIRCUIT CITY STS DEPT. SHALL FURNISH AND INSTALL WIRING AND PUSH-BUTTON TO OVERRIDE ELECTRIC STRIKE AT DOOR #28. UP TO JOIST SPACE AS REQUIRED. -'°STS" FRAME #1 NOTE-4 13 N0� NOTE-1Q SCALE: 1 /8"=1'-0" WATER FLOW & TAMPER SWITCHES ___\ D PROVIDED BY SPRINKLER CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. COORDINATE WITH PLUMBING DRAWINGS FOR EXACT QUANTITY. 16 _ I - , , 1 1+7'-6" �/11\/1 1\/11\/1 1\/II\/I+7'-6" I X 11 X I I X II X I I X 11 X I 7 �15 I I I I I I I I I I 1 I I I ---- =4 F=J)F=�_ I 1 I I I I I I I I I I I I I 1 I I I I I I +7'-6" - - - - - I -� -_ J1-----�--�- I--�-IL-I - -- I 1 I I I I I I I I I I I 1 I i I I I I I 1 I I I I I I I I I II I I II I I 11 I I 1 = I I I I I I I I I I I 1 I I I I I I I 1 I I I I I 1 mI II I II I II LU I I I fy I I I I I I I I I I I I I 1 I I I I I I I 1 I I I I I 1 T8+48" I I 1 I I I i I I I I I I i I I I I I I i i I I I I I 1 L, i l I I ELECTRI I I 1 I I 1 I I I 1 I I I I _F I I I _- I METER. I I I I I I I I 1 I I I I I I kzz �zz� k=A k==11 �=d I 1 I I I I I I I I I I I I 28 11 X I I II I 1 1 1 I I II I I I I I I I I 1 I I I - - - - - 1-- -__ --__=14 i I I I I I F 1 P�-NOTE-3____ +7'-6" -- - - ZO - - - - - - -18 +40" RECEIVING NOTE-15 C K ELEC SHALL INSTALL ( K 3 - _ I _ CONDUIT SLEEVES THRU _WALL AT _jOtST-SPAZE-FRGM- - - - - SECURITY RETURNS/SERVICE STORAGE TO PANE� RECEIVING FOR LOW VOLTAGE - NOTE - CABLES. +7'-610-0 TYPICAL - - - LA 11 - --D -- 26 FT S D D __ D _ 1 -- I B ETURI AGE RVIC I J K 2D � 1 J 26 O �--- NOTE-13 T INTING J - - - - In - NOTE-22 i 1 F__ P 6 I L---- D 18 ------ NOTE_9 I 1 J 1+48" 1 II FLUSH MOUNT II � +8'-0" AFF. ' SALES FLUSH MOUNT i MANAGED AFE-- 1 STORE DIRECTOR i 1k2 D1 0-) Ell 2 3T I 1 12-VOLT NOTE-8 i +18 D 'T. STO D 19 9RECTOR =]c JAN 1 3 c II NOTE-27 i F _U:_ 1 ° J c WOMEN -NOTE6 _ II 8 SD 15 TELEPHONE UTILITY CONTACT: A ---------------- WI- E2.1 BELL SOUTH 4 4 _ o W MATT TERRIN �- AFF-f�CCE�'� - _ - - - T Ly 450 GOLDENROD RD. 3 P 3 +18" - fin- DOO 1 ORLANDO, FL 32807 C 4 C 4 WO �#11 C NOTE-7 I PHONE NUMBER (407) 382-1490 F-W K (J-BOX #13) - - - - - H'T �1 - MEN- _ FLUSH MOUNT i i v 5'-O" t 1 +8'-0" AFF. 14 BY ELEC. BY NOTE-23 I QS2000 Security Doc 1 CONTR. DEVELOPER -I-� ndsa�e --E3 13 installedby) C �HTO �A 11 owner �WAI I G F F II. NOTE-7 _ 00 VESTIBULE 11 _ 1 I K (J-BOX #24) NOTE28 K C i « J 245B- SD _ NOTE?MR-7 3 J K 00 J 11 NOTE-7 1 6B 5 (J-BOX #14) - 1K 11 _ ELEC SHALL INSTALL (2) 2" J 9 i CONDUIT SLEEVES THRU WALL AT _SYSTEMS ROOM (J BOX #2 j- J�I ROADASHOP CE �ORTLOW ROOM 1 -� AT OVOLTAG LUSH W - HATCH R OR �C-ABL-ES - - MOUNTED IN J ALARM CONTACT. p P. CLG, �¢ > - ROAD SHOP B I- C4 I: V) r _ II T 4 54 II � I I � I ................................. NOTE-14 +12'-0" BUSHING ON ALL CONDUIT STUBS. - (2) 1-1/2-C.- SUSP. CEILING. CUSTOMER SERVICE COUNTER. I STSPLAN LEGEND (ALL SYMBOLS MAY NOT BE USED ON PROJECT) # COMBINATION VOI=AI6 OUILET BOX THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A 4" SQ. X 1 1/2" D. OUTLET BOX WITH SINGLE GANG PLASTER RING AND NO COVER PLATE. FLUSH MOUNT IN WALL +16" AFF. RUN 1" EMT WITH PULL STRING TO TO +12" ABOVE SUSPENDED CEILING OR JOIST SPACE IF NO CEILING EXISTS. © # DATA OUST BOX BOX THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A 4" SQ. X 1 1/2" D. OUTLET BOX WITH SINGLE GANG PLASTER RING AND NO COVER PLATE. FLUSH MOUNT IN WALL +16" AFF TO CENTER, UNLESS NOTED OTHERWISE, AND STUB 1/2" EMT TO +12" ABOVE SUSPENDED CEILING OR JOIST SPACE IF NO CEILING EXISTS. # VOICE OUTLET BOX THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A 4" SQ. X 1 1/2" D. OUTLET BOX WITH SINGLE GANG PLASTER RING AND NO COVER PLATE. FLUSH MOUNT IN WALL +16" AFF TO CENTER, UNLESS NOTED OTHERWISE, AND STUB 1/2" EMT TO +12" ABOVE SUSPENDED CEILING OR JOIST SPACE IF NO CEILING EXISTS. CS #CARD SWIPE OUTLET BOX THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A 4" SQ. X 1 1/2" D. OUTLET BOX WITH SINGLE GANG PLASTER RING AND NO COVER PLATE. FLUSH MOUNT AT +48" AFF TO CENTER AND STUB 1/2" EMT TO +12" ABOVE SUSPENDED CEILING OR JOIST SPACE. ELEC. CONTRACTOR SHALL FURNISH AND INSTALL ONE (1) ADI CABLE FROM EACH CS BOX TO CARD ACCESS PANEL IN TELEPHONE EQUIPMENT ROOM. NUMBER NEXT TO SYMBOL INDICATES NUMBER TO BE PUT ON BOTH ENDS OF CABLE. REFER TO CABLE SPECIFICATIONS THIS SHEET FOR CABLE REQUIREMENTS. 08 # BACKGROUND MUSIC SPEAKER WIRING POINT BACKGROUND MUSIC SPEAKERS SHALL BE FURNISHED BY CIRCUIT CITY AND INSTALLED BY ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ONE (1) AUDIO CABLE FROM JOIST SPACE AT EACH SPEAKER LOCATION TO PA AMP CABINET #2 IN TELEPHONE EQUIPMENT ROOM. NUMBER NEXT TO SYMBOL INDICATED NUMBER TO BE PUT ON EACH END OF CABLE. REFER TO I/E3.0 FOR INSTALLATION DETAIL. ❑A # ANTENNA OUTLET BOX THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A 4" 5Q. X 1 1 /2" D. OUTLET BOX WITH SINGLE GANG PLASTER RING AND NO COVER PLATE. FLUSH MOUNT IN WALL AT HEIGHT INDICATED ON PLAN TO CENTER. RUN 3/4" EMT TO +12" ABOVE SUSPENDED CEILING OR JOIST SPACE IF NO CEILING EXISTS. © # CCTV CAMERA OUTLET BOX THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A 4 11/16" SQ. OUTLET BOX WITH BLANK COVER PLATE. SURFACE MOUNT ON WALL AT HEIGHT INDICATED ON PLAN TO CENTER AND STUB 3/4" EMT TO JOIST SPACE. REFER TO DETAIL N/E3.0 FOR J-BOX REQUIREMENTS. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ONE (1) CAMERA CCTV COAX FROM OUTLET BOX TO CCTV WIREWAY IN TEL. EQUIP. ROOM AND ONE (1) CCTV POWER CABLE FROM OUTLET BOX TO CCTV POWER SUPPLY IN TEL. EQUIP. ROOM. NUMBER NEXT TO SYMBOL REFERS TO CABLE IDENTIFICATION NUMBER. REFER TO CABLE SPECIFICATIONS FOR CABLE REQUIREMENTS. < # CCTV CAMERA CABLES TERMINATION POINT ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ONE (1) CAMERA CCTV COAX FROM TERMINATION POINT TO CCTV WIREWAY IN TELE. EQUIP. ROOM AND ONE (1) CCTV POWER CABLE FROM TERMINATION POINT TO CCTV POWER SUPPLY IN TELE. EQUIP. ROOM. NUMBER NEXT TO SYMBOL REFERS TO CABLE IDENTIFICATION NUMBER. REFER TO CABLE SPECIFICATIONS FOR CABLE REQUIREMENTS. SP-# SECURITY PANEL REFER TO MOUNTING DETAILS H/E3.0 ELEC. CONTRACTOR SHALL INSTALL SECURITY SYSTEM PANEL FURNISHED BY CIRCUIT CITY STS DEPT. �# JUNCTION BOX-4"X4"X1 1/2", WITH SINGLE GANG PLASTER RING, PROVIDE BLANK COVER UNLESS NOTED OTHERWISE. REFER TO J-BOX SCHEDULE FOR NOTES AND DETAILS. NUMBER INDICATES J-BOX SCHEDULE REFERENCE. REFER TO DETAILS SHEET E3.0 LETTER INDICATES DETAIL REFERENCE ® POWER POLE FFLEXTRAY Ft SYMBOL INDICATES SECURITY SENSOR LABEL. FURNISHED AND INSTALLED BY CIRCUIT CITY STS DEPT. CIRCUIT CITY FURNISHED EQUIPMENT: THE FOLLOWING EQUIPMENT WILL BE FURNISHED BY CIRCUIT CITY AND INSTALLED BY ELEC. CONTR. WHEN ELEC. CONTRACTOR IS AWARDED THE CONTRACT, HE SHALL NOTIFY MR. LOWELL COLLIER, CIRCUIT CITY STS DEPT. AT 804-527-4000 EXT. 543800 FOR ORDERING EQUIPMENT. ALLOW THREE WEEKS PRIOR TO NEEDING EQUIPMENT TO ARRANGE SHIPPING DATE AND SHIP TO ADDRESS. THE FOLLOWING EQUIPMENT WILL BE SHIPPED: * SECURITY PANELS * PAGING CABINET * CARD ACCESS PANELS * CARD ACCESS PANEL POWER SUPPLY CABLE NOTES 1. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL CABLES LISTED BELOW. CABLES SHALL FURNISHED AS SPECIFIED NO SUBTITUTIONS ALLOWED. 2. ALL CABLES SHALL BE LABELED ON BOTH ENDS USING PEEL OFF, SELF-ADHESIVE, MYLAR TAPE, SOLID NUMBER, PRE -TYPED MARKERS (HAND WRITTEN NOT ACCEPTABLE). IDENTIFY CABLES WITH NUMBERS AS CALLED OUT ON PLANS. 3. ALL LOW VOLTAGE CABLES SHALL BE RUN IN FLEX TRAY. VOICE/DATA CABLES ALL VOICE/DATA CABLES SHALL BE FURNISHED AND INSTALLED BY CIRCUIT CITY STS DEPT. HIRED INDEPENDENT CONTRACTOR. CARD SWIPE CABLES CIRCUIT CITY HAS A STANDING AGREEMENT WITH ADI DISTRIBUTION COMPANY TO STOCK AND SUPPLY ALL CARD SWIPE CABLES TO ELECTRICAL CONTRACTORS AT CIRCUIT CITY DISCOUNTED PRICES. THE ELECTRICAL CONTRACTOR MUST CONTACT ADI DISTRIBUTION AT 1-804-358-9914 TO PLACE ORDER FOR CABLE. CABLE WILL BE GENESIS MODEL # WG-12161101. a, ALL CARD SWIPE CABLES ARE TO BE LABELED WITH CARD SWIPE BOX NUMBER. b. ROUTE CARD SWIPE CABLES TO ABOVE CEILING AT CARD ACCESS PANELS IN TELEPHONE EQUIPMENT ROOM AND LEAVE 20' OF SLACK OF EACH CABLE ABOVE CARD ACCESS PANEL. REFER TO TELEPHONE EQUIPMENT ROOM ELEVATIONS FOR CARD ACCESS PANEL. C. LEAVE 10' OF SLACK OF EACH CABLE AT CARD SWIPE BOX. BACKGROUND MUSIC CABLES CIRCUIT CITY HAS A STANDING AGREEMENT WITH VIRGINIA ELECTRONIC COMPONENTS COMPANY TO STOCK AND SUPPLY ALL AUDIO CABLES TO ELECTRICAL CONTRACTORS AT CIRCUIT CITY DISCOUNTED PRICES. THE ELECTRICAL CONTRACTOR MUST CONTACT V.E.C. AT 1-800-666-9830 TO PLACE ORDER FOR CABLE. AUDIO CABLE WILL BE TWO CONDUCTOR, #16 GAUGE, NON SHIELDED, STRANDED WIRE. a. ALL AUDIO CABLES ARE TO BE LABELED WITH BACKGROUND MUSIC NUMBER. b. ROUTE AUDIO CABLES TO BACKGROUND MUSIC IN TELEPHONE EQUIPMENT ROOM AND LEAVE 10' OF SLACK OF EACH CABLE IN CABINET. REFER TO TELEPHONE EQUIPMENT ROOM ELEVATIONS FOR CABINET DETAILS. c. ROUTE AUDIO CABLE FOR SURROUND SOUND SPEAKERS FROM SPEAKER TO J-BOX AS SHOWN. ANTENNA CABLES ALL ANTENNA CABLES SHALL BE FURNISHED AND INSTALLED BY CIRCUIT CITY STS DEPT. HIRED INDEPENDENT CONTRACTOR. CCTV CAMERA CABLES CIRCUIT CITY HAS A STANDING AGREEMENT WITH VIRGINIA ELECTRONIC COMPONENTS COMPANY TO STOCK AND SUPPLY ALL CCTV CABLES TO ELECTRICAL CONTRACTORS AT CIRCUIT CITY DISCOUNTED PRICES. THE ELECTRICAL CONTRACTOR MUST CONTACT V.E.C, AT 1-800-666-9830 TO PLACE ORDER FOR CABLE. CABLES WILL BE AS LISTED BELOW: CCTV COAX CABLES CCTV COAX CABLES WILL BE BELDEN # YR46411. CCTV POWER CABLES CCTV POWER CABLES WILL BE TWO CONDUCTOR, #18 GAUGE, NON SHIELDED, STRANDED WIRE. a. ALL CCTV COAX AND POWER CABLES ARE TO BE LABELED WITH CAMERA NUMBER. b. ROUTE CCTV COAX AND POWER CABLES VIA FLEXTRAY TO DIGITAL DATA CATCH RACK IN TELEPHONE EQUIP. ROOM. LEAVE 15' SLACK OF EACH CABLE AT DIGITAL DATA CATCH. c. LEAVE 20' OF SLACK OF EACH CCTV COAX AND POWER CABLE AT ALL WIRING TERMINATION POINT. d.LEAVE 10' OF SLACK OF EACH CCTV COAX AND POWER CABLE AT ALL CAMERA OUTLET BOXES. STS GN AL NT A. NO CUT IN BOXES ALLOWED ON PROJECT. B. ALL OUTLET BOXES SHALL BE MOUNTED +16" AFF TO CENTER, UNLESS NOTED OTHERWISE. C. ELEC. CONTRACTOR SHALL FURNISH AND INSTALL CONNECTOR AND INSULATED BUSHINGS ON ALL CONDUITS AND BOXES. D. ELEC. CONTRACTOR SHALL FURNISH AND INSTALL PULL STRINGS IN ALL EMPTY CONDUITS. E. ELEC. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL LOW VOLTAGE WIRING PER THE LATEST EDITION N.E.C. AND LOCAL ORDINANCES. F. ELEC. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOW VOLTAGE PERMITS AND LICENSES OR PAY ANY FEES AS REQUIRED BY LOCAL JURISDICTIIONS. G. ALL OUTLET BOX MOUNTING HEIGHTS ARE TO CENTER OF BOX. 8"X8"X4"D. BOX WITH NO COVER. SEE SHEET E5.0 FOR HORIZONTAL DIMENSION. N FIN. FLOOR BOX AT CUSTOMER SERVICE COUNTER SCALE : NONE J-BOX SCHEDULE NUMBER NOTES 1.2,10.29 NOT USED 3,4,5 DETAIL "B" E3.0 6,7,8 NOTE-2 9 MOUNT AT ROOF HATCH 11,12 NOTE-21 15 THRU 20 NOTE-14 13, 14, 21 THRU 28, 30 THRU 34 DETAIL "K" E3.0 35 AND 36 RF SCANNER SHELF 37 8"X8"X4"D. SEE DETAIL "A"/E2.0 11111 THRU ©8 SEE LEGEND 01 THRU ❑D 28 SEE LEGEND ❑T 1 THRU ❑T 9 SEE LEGEND J-BOX NOTES ALL JUNCTION BOXES SHALL BE FLUSH MOUNTED & CONDUITS RUN CONCEALED EXCEPT IN CAR STEREO INSTALLATION AND WAREHOUSE BOXES SHALL BE SURFACE MOUNTED & CONDUITS RUN EXPOSED. TELEPHONE UTILITY CONTACT: NAME COMPANY ADDRESS CITY, STATE, ZIP PHONE NUMBER V) x O q �M N C N 0 �W 0 0 ® a 0 0 N e7 0^ tO n NM 0 3oa`00 0 = Ow N CO �Nr7 a 0 aa� Q U 03 40 0V Jr.? �. C, N 0 I v .2 !A �41 �0 �m o c° aa s 9N11 ��11■111 �■11■111 c Q U a + a) c U > o a Q Cn 0 m v 0 a p Y N ❑ Q Z Z® a. W V W s n" CC Q 0 J V --1 LU E Z � o 1 1 0 yy L. o ® 1tl LI. ® J ®Q � �® jLz CZLU Phase CONTRACT Sheet No. E2mOI I i i I I 0 W N C' U i d >. 6 aj c v 3 c 0 a v W 0j C a 0 i Y d I v v a v E a z i v N m 3 N W / M M i O cu N V N / In Q U H U U U V N SUSP. CEILING 9'-6" AFF 0 /m NO KEYED SWITCH A" FACP. NO KEYED SWITCH AT NOVAR o p O D 9 AUTO DIALER 7 11 BY OTHERS M (DT 0 6(�A7 SEE FIRE A7 A11 ALARM RISER. SHELVES BY FIXTURE ELEVATION NO. 1 INSTALLER. SCALE : 1/4" = V-0" io I bo TT NOVAR SENSOR SUSP. CEILING AND T°STAT. --A 9'-6" AFF OR O SHELVES BY FIXTURE INSTALLER. 10 D A7 A7 — inn i 11 wn ELEVATION NO. 2 SECURITY \_L/ SECURITY PANEL #1 0 PANEL #4 SEE DETAIL A7 SEE DETAIL A11 H/E3.0 H/E3.0 N I NOTE TO CONTRACTOR: ALL DEVICES AND CONDUITS SHALL BE MOUNTED AS SHOWN ON ELEVATIONS. ALL DUPLEX CONVENIENCE RECEPTACLES SHALL BE ELEVATION NO, 4 FLUSH THE ELEVATION NO. 3 CONTRACTOR SHALL NOT UNTED NTHO RUNITANY CONDUITS CONCEALEDI NOTASHOWN SCALE : 1 /4" = 1'-0" ACROSS PLYWOOD BACKBOARD. SCALE : 1 /4" = 1'-0" ALL OPEN CABLING ENTERING AND LEAVING TELE. EQUIP. ROOM SHALL BE RUN IN FLEXTRAY. NO CABLING SHALL DROP DOWN FROM STRUCTURE ABOVE. SHELVES BY FIXTURE INSTALLER. 18" 12GA. 20 AMP TWIST LOCK, UNLESS UNISTRUT OTHERWISE NOTED BY ELEC TOGGLE BOLT M CONTRACTOR MOUNT TO SIDE TO WALL. OF FLEXTRAY. 18" 81 j 829 .0. ®. FLEXTRAY ELEC CONTRACTOR SHALL CUT PLUG OFF VWHIP AND INSTALL 20 AMP MALETWISLOCK PLUG. ANTENNA CABINET EQUIP RACK FURN WITH PLUGMOLD AND WHIP DIGITAL DATA CATCH RACK FURN W/WH I P AND TWIST LOCK RECEPT. LAN RACK FURN W/WHIP AND TWIST LOCK RECEPT. SUSP. CEILING 9'-6" 3 8 THREAD ALL ROD UP TO JOIST SPACE. ATTACH TO JOIST USING STRUT AND LOCK NUT AS REQUIRED. "MC" STRAP TO FLEXTRAY. B5 87 89 30 AMP TWIST LOCK NEMA L5-30 FOR CIRCUIT @Z ONLY. CORD AND TWIST —LOCK PLUG FURNISHED WITH MEGELLAN MAGELLAN RACK NET SHELTEREQUI RACK CC-130 FURN N.T.S. RACK WAIP AND TWIST LOCK RECEPT. ELEVATION NO. TELEPHONE EQUIPMENT ROOM ELEVATIONS SECURITY PANEL SECURITY PANEL #1 (A13) #4 (A13) u Q— BACKGROUND MUSIC pj 1 A7 A11 CABINET (A13) "CP_1"EMCP" FURNISH AND INSTALL " i SINGLE GANG OUTLET BOX (A20,22,24) B1 WITH DUPLEX RECEPTACLE. MOUNT IN LOWER RIGHT 18" B3 HAND CORNER OF BACKGROUND MUSIC T 7 FLEXTRAY A7=# CABINET. (A13) AUTO DIALER (A9) FIRE ALARM PANEL (A9) A7 PATAPSCO POWER SUPPLY (A15) « Al PATAPSCO CARD 1 ACCESS PANEL E2.1 SHELVES FOR A7 CARD ACCESS A7 B5 EQUIPMENT RACKS AND SUPPORTS BY B7 FIXTURE INSTALLER. 89 NOVAR SENSOR TO MONITOR TEMPERATURE IN TELEPHONE ROOM. REFER TO SHEET E7.0 4 EQUIPMENT. SHELVES FOR 9 TELEPHONE A11 A7 A1110 D EQUIPMENT. TELEPHONE EQUIPMENT TELEPHONE EQUIPMENT ROOM 1 STS & POWER PLAN E2. 1 SCALE : 1 /4" = 1'-0" —WALL OA CIRCUIT CITY TELEPHONE EQUIPMENT. FURNISHED AND INSTALLED BY CIRCUIT CITY. O 4" INCOMING TELEPHONE SERVICE ENTRANCE CONDUIT. STUB —UP 6" ABOVE SLAB. OC GROUND BAR WITH (12) SCREW TYPE TERMINALS. TERMINALS SHALL BE ABLE TO ACCEPT #4 AWG. DO TWO (2) #4 THWN, 3/4" C. TO BLDG. SERVICE GROUND AT "MDP", SEE RISER E6.0 TERMINATE ONE (1) #4 AT GROUND BAR AND LEAVE ONE (1) FOR TEL. CO. USE. EO 4'x8'x3/4" PLYWOOD ON WALL BY GENERAL CONTRACTOR. O 1" EMT CONDUIT OG 1 1/2" CONDUIT. OH 120V CIRCUIT. PROVIDE KEYED SWITCH #HBL 1221 L WHERE INDICATED. OI FLUSH MOUNT DUPLEX CONVENIENCE OUTLET. JO FIRE ALARM CONTROL PANEL (FACP)BY CONTRACTOR, WITH AUTO DIALER (BY OTHERS). OK "CP-1 "—REFER TO SHEET E7.0. LO "EMCP"—NOVAR EXECUTIVE CONTROLLER —REFER TO SHEET E7.0. OM ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL FLEXTRAY. SIZES AS SHOWN. ON FLUSH MOUNT DOUBLE DUPLEX CONVENIENCE OUTLET. O 2" EMT CONDUIT. p0 NOT USED. ® INCOMING TELEPHONE SERVICE DE —MARK LOCATION. OR BACKGROUND MUSIC CABINET. MOUNT 0 6'-0' AFF TO TOP. SO PATAPSCO CARD ACCESS PANEL. CARD ACCESS PANEL COMES PRE —MOUNTED ON PLYWOOD. OPATAPSCO POWER SUPPLY, FURNISHED WITH CARD ACCESS PANEL. ELEC. CONTRACTOR SHALL FURNISH AND INSTALL 20A/lP KEY SWITCH AND MAKE ALL FINAL CONNECTIONS TO POWER SUPPLY. ALL LOW VOLTAGE CABLES SHALL BE CONNECTED BY CIRCUIT CITY STS DEPT. OU BELDEN #8761 CABLE FROM E.M.S. SEE E.M.S. RISER E7.0 O 2C #18AWG, 1/2"C FOR CONNECTION BETWEEN FACP AND CARD ACCESS PANEL FOR TRIP FUNCTIONS OF ELECTRIC DOOR STRIKES. nw u�� i►rrrn AT AR JOIST CK CORD. TY—WRAP TO PORT WITH BLACK S. PORTS FOR TV'S BY ,Mil'alI n1lu 111. TALL, ON EACH BRACKET, ONE DOUBLE DUPLEX RECEPTACLE. TOTAL OF 3. CIRCUIT AS SHOWN ON SHEET E4.0 PLASMA TV DETAIL SCALE : N.T.S. RUN "M NOT TO LOCK. STRAP "MC" TO r-cl �0111:11 L*10144 Mq1rL_ IMI Ills] =1 filkil I I SCALE : N.T.S. SIDE VIEW AND "NX" .D BY FIXTURE J.B. MOUNTED ON TOP OF CASE UNDER HINGED COVER. TYPE "CX" SCREW TO CASE TOP. HOLE FOR "MC" BY FIXTURE MFG. GLASS DOORFRAME. LAMP. GLASS DOOR LOCK. [wil"! 71 PLAN VIEW LIGHTING AT GLASS CASES SCALE : N.T.S. LEGEND (ALL SYMBOLS MAY NOT BE USED.) NOTES: 1. ALL WALL PLATES FOR DEVICES LISTED BELOW SHALL BE SMOOTH NYLON TYPE, IVORY COLOR. 2. ALL WALL MOUNTED DEVICES IN FINISHED AREAS, U.O.N. SHALL BE FLUSH MOUNTED. 3. ALL DIMENSIONS ARE TO CENTER OF OUTLET BOXES. SINGLE POLE SWITCH-20 AMP. +48" AFF. U.O.N. HUBBELL #1121 IVORY. 3 THREE WAY SWITCH-20 AMP. +48" AFF. U.O.N. HUBBELL #1123 IVORY. K LOCKING SWITCH-20 AMP. +48" AFF. U.ON. HUBBELL #HBL1221L IVORY. WITH LOCKING KEY HUBBELL #HBL1209. K wP KEY SWITCH-20 AMP. (WEATHERPROOF) +48" AFF. U.O.N. HUBBELL {� #HBL1222L/7420 VV DUPLEX CONVENIENCE RECEPTACLE-20 AMP, 3 WIRE, GROUNDING TYPE. +16" AFF U.O.N. HUBBELL #5362 IVORY DOUBLE CONVENIENCE RECEPTACLE-20 AMP, 3 WIRE, GROUNDING TYPE. +16" AFF U.O.N. TWO (2) HUBBELL #5362 IVORY DUPLEX GROUND FAULT RECEPTACLE-20 AMP, 3 WIRE, GROUNDING TYPE. +16" AFF U.O.N. (WP=WEATHERPROOF). HUBBELL #GFR53521A IVORY (WP #GFR53521A/WP26) ■■■■■■■■ MULTIOUTLET RACEWAY—PLUGMOLD 2000 "GB" SERIES WITH SNAPCOIL OUTLETS 6" O.C. FINISH SHALL BE IVORY. REFER TO SHEET E4.0 FOR MOUNTING INSTRUCTIONS. ONE "TWIST —LOCK" RECEPTACLE-20 AMP, 3 WIRE, GROUNDING TYPE. UNLESS OTHERWISE NOTED. HUBBELL #2310A. ,�❑� PUSHBUTTON +48" AFF. EDWARDS #852 �V AUDIBLE SIGNAL DEVICE +10' AFF. EDWARDS #340A—N5 O ❑J JUNCTION BOXES —SEE INDIVIDUAL DRAWINGS FOR DESCRIPTIONS. ❑� DISCONNECT SWITCH —SIZE AS INDICATED ON THE DRAWINGS. ALL DISCONNECT SWITCHES FOR RTU'S, EXHAUST AND SUPPLY FANS ARE FURNISHED BY THE MECHANICAL CONTRACTOR. ELEC. CONTRACTOR SHALL FURNISH AND INSTALL ALL DISCONNECT SWITCHES FOR BALER, COMPACTOR, BATTERY CHARGER, ETC.., EQUIPMENT CONNECTION (D THERMOSTAT —FURNISHED BY MECHANICAL CONTRACTOR, INSTALLED BY ELECTRICAL CONTRACTOR. © CO2 SENSOR —FURNISHED BY MECHANICAL CONTRACTOR INSTALLED BY ELECTRICAL CONTRACTOR. SEE SHEET E7.0 FOR REQUIREMENTS. ® NOVAR REMOTE SPACE TEMPERATURE SENSOR. OM MOTION SENSOR FOR AUTOMATIC LIGHTING CONTROL. REFER TO DETAIL B/E1.0 ST MANUAL MOTOR DISCONNECT SWITCH. ® 0-1 HOUR TIMER SWITCH. ® FLUORESCENT LIGHT CORD REEL MOUNT AT 12'-0" AFF. FURNISHED BY OWNER INSTALLED BY ELEC. CONTRACTOR. ® MULTI OUTLET CORD REEL MOUNT NEXT TO LIGHT REEL AT 12'-0" AFF. FURNISHED BY OWNER INSTALLED BY ELEC. CONTRACTOR. ® PANELBOARD—SEE SCHEDULES FLEX CONDUIT OR MC CABLE BRANCH CIRCUIT WIRING RUN BELOW SLAB. BRANCH CIRCUIT WIRING RUN CONCEALED ABOVE CEILINGS, IN WALLS OR EXPOSED IN UNFINISHED AREAS. HATCHURES INDICATE NUMBER OF WIRES IF MORE THAN TWO. (L) INDICATES EQUIPMENT GROUNDING CONDUCTOR. FLUORESCENT LIGHT FIXTURES f-I H O HID LIGHT FIXTURE ® LIGHT FIXTURE WITH QUARZ RESTRIKE ON NIGHT LIGHT CIRCUIT OR EMERGENCY BATTERY BACK UP. O PENDANT OR RECESSED DOWN LIGHT FLUORESCENT LIGHT FIXTURE WITH BATTERY BACK UP. ® EXIT LIGHT WITH BUILT—IN EMERGENCY LIGHTS. BATTERY BACK—UP. pp4 4=? EMERGENCY BATTERY UNIT DOCK LIGHT ® POWER POLE O FIXTURE TYPE IDENTIFICATION: EX: TYPE "A" BRANCH CIRCUIT IDENTIFICATION EXAMPLES A5 PANEL "A" —CIRCUIT NO. 5 t� BUSWAY "RA" —CIRCUIT NO. 5 RA5 Q L7 LIGHT FIXTURE TYPE—E. PANEL "L"—CIRCUIT NO. 7 Z1 LIGHT FIXTURE TYPE—Z1 O PANEL "L"—CIRCUIT NO. 7 L7 BUSWAY "RA — RD" ABBREVIATIONS AFF ABOVE FINISHED FLOOR EC EMPTY CONDUIT ELEC ELECTRICAL CONTRACTOR EWC ELECTRIC WATER COOLER JB JUNCTION BOX RTU ROOF TOP UNIT EF EXHAUST FAN UH UNIT HEATER UON UNLESS OTHERWISE NOTED WP WEATHERPROOF V) Of Ld O Q N lJU N � �Ld 0 IleoxLo Z ® IL�a3Nv�i � Z00 N0 0xC0 �N 0 �w 0 MR) (0)-1cj (OD 0 �cnM a 0 azi U �'m a oa o m> T9 I c N c mm -y�I m m L r o° m� ! m o� to as as cc Q U a 0 c U > o a Q 0 /i 0 v 0 Y cn 0a 1 0 a Q IL Z 2 IL_ (3 J a. LLJ 4-W LLJ Z E m 0 00) Z 0 L. "c 0_ Qa ® 4 0 ®� 3 ®R .2Wt ®WW as L. roL °c HOC �Q ®� 0E-Z 20 it 0) (1) aCO) < c0 N ® N Z " 0 co 0 ��// Q I # w Amwa U) i N 0 VIP W o a 0 F- Z -4O o w0 IL V)00 � r U z o a J } a 0 L U 'L o co a Phase CONTRACT Shoot No. E2ml SCALE NONE 3/4" EMT STUB —UP TO BAR JOIST. PROVIDE 3/4" 4"x4" SQUARE J—BOX W/ BLANK CONNECTOR WITH INSULATED COVERPLATE. MOUNT BOX IN BUSHING. CENTER OF DOUBLE DOORS. J 4"x4" SQ. J-BOX W/ BLANK COVER PLATE. MOUNT +12' AFF TO CENTER. 3/4" EMT DOOR FRAME —� 4"x4" SQ. J-BOX W/ BLANK COVER PLATE. SCALE NONE 3/4" EMT STUB -UP TO BAR JOIST. PROVIDE 3/4" CONNECTOR WITH INSULATED BUSHING. 3/4" EMT STUB -UP TO BAR JOIST. PROVIDE 3/4" CONNECTOR WITH INSULATED BUSHING. 4"x4" SQUARE J-BOX W/ BLANK COVERPLATE. MOUNT BOX IN 4"x4" SQUARE J-BOX W/ BLANK CENTER OF DOUBLE DOORS. COVERPLATE. MOUNT BOX 2" FROM DOOR FRAME. J MAN DOOR iS D5 NT IL 11 NOTE: SURFACE MOUNT J-BOX FOR CONCRETE WALL. DOOR ALARM DETAILS - SCALE NONE SCALE NONE 120 VAC LOW VOLTAGE SECURITRON POWER 60/80 HZ SUPPLY. MOUNT ABOVE SUSPENDED INPUT CEILING OR JOIST SPACE (IF NO A CEILING) IN VICINITY OF DOOR. TRANSFORMER FURNISHED BY HARDWARE SUPPLIER. C z a M C v AC SEE FIRE ALARM 1 2 3 INPUT I RISER L/E3.0. BATTERY ED PACK j::: LACK C - + F DC OUTPUT NORMALLY -CLOSED DRY CONTACT FIRE ALARM PANEL PUSH BUTTON AT CARD CASH TERMINAL READER IN 12 VOLT DOOR #28 NC NC C C NO NO ELECTRIC STRIKE POWER SUPPLY FURNISHED WITH DOOR HARDWARE RELAY RPL-24 FURNISHED W/ DOOR BRN HARDWARE MAGLOCK IMXD-24 - + YELL A RS BP GRY FAIL SECURE BLK DOOR STRIKE NC 1 COM 1 BLU NO 1 NC 2 COM 2 ORG NO 2 COIL - (1) 2 CONDUCTOR, #18 GUAGE, NON —SHIELDED, STRANDED CABLE TO CARD ACCESS PANEL. 1—AUDIO CABLE. RUN AT BAR JOIST. SOUNDER JUNCTION BOX. SEE E2.0 FOR LOCATION. SOUNDER FURNISHED BY CIRCUIT CITY STS DEPT. INSTALLED BY ELECTRICAL CONTRACTOR. SEE STS LEGEND E2.0 SUSP_ CEILING. CUSTOMER SERVICE COUNTER. I �-oSCALE NONE -+--SOUNDTUBE SNAP LINK -�—SOUNDTUBE HANGING CABLE NOTE: SPEAKER SHALL BE 3' FROM TERMINATE SPEAKER BAR JOIST TO BOTTOM OF AT 5 WATTS. SPEAKER. -f—BACKGROUND MUSIC SPEAKER FURNISHED BY CIRCUIT CITY INSTALL BY CONTRACTOR. STRIP ENDS OF CABLE, LEAVING APPROXIMATELY 1/4" OF EXPOSED CONDUCTOR. TERMINATE THE BLACK/NEGATIVE LEAD ON SPEAKER COMMON TERMINAL. TERMINATE THE RED/POSITIVE LEAD ON THE SPEAKER 5-WATT TERMINAL. CARD ACCESS TRACKING SCHEDULE SYM. CABLES LOCATION DOOR REQUIREMENTS ® 28A 28a DOOR #28 0133 28c DOOR #28 © 5A 5a DOOR #5 © 513 5b DOOR #5 924 5c DOOR #5 ® 6A 6a DOOR #6 ® 6B 6b DOOR #6 914 6c DOOR #6 011 A 11 a DOOR #11 011 B 11 b DOOR #11 13 11 c DOOR #11 BACKGROUND MUSIC TRACKING SCHEDULE SYM. CABLES LOCATION @ 1 1 ENTRANCE @ 2 2 EXIT @ 3 3 CHECKOUTS BO 4 4 SALES AREA © 5 5 SALES AREA @ 6 6 CHECKOUTS © 7 7 SALES AREA @ 8 8 SALES AREA @ 9 9 SALES AREA © 10 10 SALES AREA QB 11 11 SALES AREA @ 12 12 SALES AREA @ 13 13 SALES AREA @ 14 14 MEN BQ 15 1 15 IWOMEN SCALE NONE 2" E.C., U.O.N. TO BAR JOIST. 4 11 /16" X 4 11 /16" SQUARE J-BOX. SEE DETAILS AND NOTES FOR MOUNTING HEIGHTS. NOTE: THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A BLANK COVER PLATE. CONTRACTOR SHALL DRILL ADDITIONAL HOLES IN COVER PLATES AS REQUIRED TO SECURE COVER PLATE USING ALL FOUR SCREW TAPS. J-BOX SCREW TAPS SHALL BE ARRANGED AS SHOWN ON DETAIL. IF THIS CRITERIA IS NOT MET THE COTRACTOR WILL FIX AT NO EXTRA COST TO CIRCUIT CITY. N J—BOX DETAIL E3.0 SCALE : NONE CAMERA CABLE TRACKING SCHEDULE SYMBOL CAMERA FUNCTION OC 1 STAFF ACCESS C 2 12 VOLT C 3 12 VOLT CO 4 12 VOLT O 5 VESTIBULE C 6 CUSTOMER WAITING C 7 TELEPHONE EQUIPMENT ROOM C 8 CORRIDOR C 9 RETURNS/SERVICE STORAGE © 10 RECEIVING © 11 WAREHOUSE © 12 WAREHOUSE O 13 RETURNS/SERVICE STORAGE C 14 12 VOLT © 15 ROAD SHOP © 16 SALES AREA © 17 VAULT © 18 CREDIT OPS © 19 STAGING VOICE/DATA CABLES BY OTHERS. 1-1/2" EC STUB UP TO 12" ABOVE SUSP. 2" EC STUB UP TO CEILING. 12" ABOVE SUSP. 120V CEILING 120V SUSP. CEILG — — — — WEB a I N SECURITY PANEL SP-1 i BAR JOIST TELE. EQUIP- o I CONTRACTOR SHLL FURNISH AND INSTALL DUPLEX CONVENIENCE RECEPTACLE IN OUTLET BOX IN LOWER RIGHT HAND CORNER OF OUTLET BOX FURNISHED WITH PANEL. 1 1/2" RIGID CONDUIT W/ INSULATED BUSHING. — ADS" PROVISIONS — SCALE : NONE MC CABLE FURNISHED AND INSTALLED BY ELEC. CONTRACTOR. ROUTE FROM BOX DOWN THRU CUT-OUT IN FIXTURE TO J-BOX AT WALL OR FLOOR BOX. _ FLi = OUTLET BOXES FURNISHED AND INSTALLED BY FIXTURE MANUFACTURER. CONDUITS, WIRE AND DEVICES BY ELECTRICAL I� CONTRACTOR. THE CONTRACTOR SHALL FURNISH AND INSTALL TWO (2) QUAD RECEPTACLES AND COVER IN OUTLET BOXES. SECTION "Am SCALE NONE FMETAL CASH TERMINAL (VIEW LOOKING INSIDE OF CABINET AT BACK WALL). OUTLET BOXES SEE A SECTION CUT -"A". THE ELECTRICAL CONTRACTOR MC CABLE BY ELEC. CONTR. SHALL FURNISH AND INSTALL A THE ELECTRICAL CONTRACTOR 4" SQ. J-BOX WITH SINGLE SHALL FURNISH AND INSTALL A GANG PLASTER RING. FOR 2"X4" J-BOX WITH COVER VOICE/DATA CABLES BY OTHERS. PLATE FOR 120V RECEPTACLE POWER. FLOOR FLUSH MOUNT BOX HORIZONTALLY IN WALL AS CLOSE TO FLOOR AS POSSIBLE. rm 2 POS STATION DETAIL SCALE : NONE METAL CASH TERMINAL (VIEW LOOKING INSID VOICE/DAI BY OTHER; OUTLET BOXES SEE SECTION CUT -"A". MC CABLE BY ELEC. CCTV DOME BY CC SCALE NONE TO POWER POLE. DETAIL FLEXTRAY �—FLEXTRAY 1" BRACKET —24" LONG, 1" RIGID CONDUIT THREADED BOTH ENDS. CONTRACTOR SHALL INSTALL (40) OF THESE IN LOCATIONS AS U- DIRECTED BY STS DEPT. a io io r- 1 CAMERA DOME MOUNT @ FLEXTRAY 3.0SCALE n.,._ SECURITY PANEL I,z SP-4 Q 0- 0 o TELE. EQUIP. op TERMINAL STRIP PROVIDED WITH SECURITY PANEL. CONNECT HOT, GROUND AND NEUTRAL WIRES. STUB OUT FRONT WALL AT 9'-6" AFF. STUB -UP TO BAR JOIST 120V 120V 2" E.C. J +12' 2" E. C. 04 — J +10' SUSP. CEILG 1" E.C. +7'-6" SECURITY H SECURITY H PANEL N 6PANEL N SP-3 SP-2 VAULT RECEIVING � SECURITY PANEL PROVISIONS �-oSCALE.NONE FIRE ALARM DEVICE LEGEND SYMBOL MANUFACTURER DESCRIPTION PART NUMBER NOTIFIER FIRE ALARM CONTROL PANEL AFP-200 ® NOTIFIER FIRE ALARM ANNUNCIATOR TERMIN TM TERMINAL MODE FSI-751 WITH RELAY SD NOTIFIER PHOTO SMOKE DETECTOR BASE B224RB FURNISHED BY RTU SYSTEM SENSOR MANUFACTURER PHOTO DUCT DETECTOR ® SYSTEM SENSOR REMOTE TEST STATION RTS451KEY ❑F NOTIFIER MANUAL PULL STATION NGB-12LX NOTIFIER ADA HORN/STROBE P241575 Ifl NOTIFIER ADA HORN/STROBE P24110 m NOTIFIER ADA STROBE S241575 ❑V NOTIFIER ADA STROBE S24110 © NOTIFIER MONITOR MODULE FMM-1 FURNISHED BY SPRINKLER CONTR. SPRINKLER FLOW SWITCH - Im FURNISHED BY SPRINKLER TAMPER SWITCH - SPRINKLER CONTR. -AA- NOTIFIER END OF LINE RESISTOR AS REQUIRED NOTIFIER ELECTRIC SPRINKLER BELL KMS-6-24 NOTE: NOTIFIER IS THE PREFERED MANUFACTURER. PYROTRONICS AND SIEMENS WILL BE CONSIDERED AS EQUAL SUBSTITUTIONS. NO OTHER MANUFACTURES WILL BE ACCEPTED. WIRE LEGEND SYMBOL DESCRIPTION WIRE SIZE A SLC LOOP CIRCUIT 1 PAIR #18 TW/SH FPLP B STROBE CIRCUIT 1 PAIR #14 FPLP C HORN CIRCUIT 1 PAIR #14 FPLP D 24V DC POWER 1 PAIR #14 FPLP E ANNUNCIATOR TM - EIA-485 1 PAIR #14 FPLP FIRE MARSHAL CONTACT: CONTRACTOR SHALL CONTACT & COORDINATE WITH THE LOCAL FIRE MARSHAL TO VERIFY ALL REQUIREMENTS BEFORE SUBMITTING BID. MIKE McGIBENY PHONE NUMBER (407) 302-2516 TYPICAL SECURITY PANEL COMES PRE MOUNTED ON PLYWOOD AS SHOWN. J w z a. J J C,a go O FIRE ALARM NOTES 1. ALL FIRE ALARM WIRING MUST BE IN STRICT COMPLIANCE WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE (ARTICLE 760) AND ALL APPLICABLE NFPA STANDARDS. 2.INSTALLA11ON MUST COMPLY WITH ALL APPLICABLE FEDERAL, STATE OR LOCAL LAWS, REGULATIONS, CODES AND SPECIFICATIONS. 3. ALL INSTALLATION MUST BE APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 4. TO AVOID CONTAMINATION AND DUST ACCUMULATION IN THE SMOKE DETECTOR. IT IS RECOMMENDED THAT THE SMOKE DETECTORS NOT BE INSTALLED UNTIL AFTER CONSTRUCTION IS COMPLETE AND THE SUBJECT AREA HAS BEEN CLEANED. THE SUPPLIER IS NOT RESPONSIBLE FOR DUST ACCUMULATION IN SMOKE DETECTORS AND WILL NOT WARRANTEE DEVICES THAT HAVE NOT BEEN PROPERLY MAINTAINED. WHEN DETECTORS ARE INSTALLED, PROTECTIVE COVERS SHALL BE INSTALLED OVER EACH DETECTOR AND REMOVED BY AUTHORIZED SERVICE PERSONNEL. 5. AS INSTRUCTED IN NFPA 70, PROVIDE A SYSTEM GROUND FOR EARTH DETECTION AND LIGHTNING PROTECTION OF THE DEVICES. 6. ALL FIRE ALARM SYSTEM WIRING SHALL BE CLEAR OF SHORTS, OPENS AND GROUNDS. 7. WHERE CONDUCTORS ARE RUN IN CONDUIT, USE ONLY APPROVED CABLE WITHIN RACEWAY, PIPES, OR CONDUITS. ALL SHIELDED WIRE MUST BE CONTINUOUS THROUGH -OUT CIRCUIT, ALL SHIELDS SHALL BE ISOLATED FROM GROUND, ALL SHIELDS SHALL TERMINATE AT THE FIRE ALARM CONTROL PANEL (FACP) ONLY. 8. CONDUIT AND JUNCTION BOX LOCATIONS ARE DIAGRAMATIC ONLY, EXACT LOCATIONS MAY VARY DUE TO FIELD CONDITIONS. ACTUAL INSTALLATION SHALL BE DETERMINED BY THE INSTALLING CONTRACTOR. 9. DO NOT LOCATE SMOKE DETECTORS WITHIN 3 FEET OF SUPPLY AIR VENTS. ALL DUCT AND SMOKE DETECTORS SHALL BE PROGRAMMED FOR SUPERVISORY SIGNAL ONLY. 10. SIGNALING CIRCUIT WIRE RUNS ARE CRITICAL. ANY INCREASE IN LENGTH OF WIRE MAY EFFECT CIRCUIT CONFIGURATIONS. 11. ALL STROBES IN SALES AREA, WAREHOUSE AND RESTROOMS SHALL BE RATED FOR 110 CANDELA POWER ALL OTHER AREAS SHALL BE 15/75. 12. IF LOCAL AUTHORITY WILL NOT ACCEPT DUCT DETECTOR WITHIN RTUS, FURNISH AND INSTALL DUCT DETECTORS IN SUPPLY AND RETURN DUCTS AS REQUIRED BY LOCAL AUTHORITY. TO ADDITIONAL SMOKE DETECTORS LOCATED IN CEILING, VESTIBULE AT FIRE SHUTTER, MAGENTIC DOOR HOLDERS, ETC..A11A 1E 1E RETURN ANN SD 1A 1D ROOF TOP UNIT #5 DUCT DETECTOR. TO ELECTRIC PUSHBAR ON MOUNTED IN BOTH SUPPLY & RETURN 2#14 AWG EMERGENCY EXIT DOORS WITH 15 DUCTS. SEE NOTE-12. M SECOND DELAY FOR OVERRIDE. CONNECT TO NORMALLY CLOSED 4#14 AWG EOL T 1A DRY -CONTACT IN FIRE ALARM PANEL. REFER TO DETAIL "P." MOUNT REMOTE TEST STATION FLUSH MOUNT IN R EOL OFFICE WALL BELOW UNIT. RTU-5 1A M !1A�TO ADDITIONAL WATER FLOW SWITCHES COORDINATE WITH EOL FO HORN CKT B C B C B C B C B C PLUMBING DRAWINGS FOR EXACT R F]:)l V F QUANTITY EOL FOR STROBE CKT. TYPICAL HORN AND STROBE WIRING. REFER TO TS OL SHEET E2.0 FOR EXACT QUANTITY AND 1A J 1A M 1A TO ADDITIONAL TAMPER LOCATIONS. MOUNT AT +80" AFF. SWITCHES COORDINATE WITH PLUMBING DRAWINGS FOR EXACT TO ADDITIONAL PULL STATIONS AS 1A F 1A QUANTITY REQUIRED. REFER TO SHEET E2.0 FOR EXACT QUANTITY AND LOCATIONS. 1-1ELDEN #8761 MOUNT AT +48" AFF. 2C AUTO DIALER MOUNT ABOVE FIREECTION B (BY OTHERS) DEPARTMENT CONNFACP EMCP ON EXTERIOR WALL. 120V SEE A/E2.1 < CP-1 6#14, 1/2"C FOR TRIP FUNCTION. TELE, EQUIP. CONTRACTOR SHALL COORDINATE TELL EQUIP. ALL CONNEC11ON WITH BUILDING ALARM CONTRACTOR. CONTRACTOR SHALL CONNECT 2C #18 AWG, 1/2" C TO CARD DIALER TO 120V SEE A/E2.1 rL`�FIRE RISER DIAGRAM PANEL FOR TRIP FUNCTIONS OF ELECTRIC STRIKES. W.0)SCALE : NONE 0 IQin R3 TRACK LIGHT. SCALE NONE NAY. FLEXTRAY. cn m O N lJU N U QW 0 Z O o ® v a on ado 0 ®N wM ZCo N �n o 1. oo r-m0 0� �o d O 300o ^J� m 0 o� _jZ 0 00 �?Wjq> 0" d 0 a� Q O s� 0' ��v00 ®> �° G0c 0 p 00 mm m� o� o� m �m m mo ° °a IL fL Q U a a� c U 0 a Q O o m Y U Q cd Oa. co R w `? v � J Z Q � ® z m 0 N �Q 0L.a c a� 0 O ®� ®� mQ as Q� �� a� �Z ZZ 3t!) _Y L.0ac �a ®Q it ASAkiu a. w H 0 a Phase CONTRACT Sheet No. E3mO i I WIRING SCHEMATIC SCALE : NONE c1Sl-EET E2.0 TRACKING SCHEDULES. 3.0 SCALE : NONE SEE DETAILnB THIS SHEET. ■Q TYPICAL FOR -THIS WALL VV ADJACEN TENANT R >> a NOTE-15 - --7-n Hui Dn R n _R n n RU19 617 A17 r7 D21 A SP#3 1 RD1 EDIT 0 I CUSTOMERNOTE I _ RD11 EERAL AFC; _ SERyICE II _ " �TAG1N I _ICALS I D11 I I 0 RD17 _ I RD1 i RD13 Al I VAULT NOTE - �' NOTE- RD9 CAL R ---- 32 NOTE-17 --RD-7- M1 • NOTE-16 jO RD I II I �fPICAL I I - - - NOTE-26 BUSWAY "RD" M1 -RB3 0 RD1 1 " I I � IIII TO RTU-1 RD36 I RD38 31 aI - - - - - u ] RD40 NOTE-21 RD3 TYPICAL I I M1 I '-� - RC3 3.0 RC34 M1 3.0 - - - - - ] RC32 NOTE-6 TYPICAL NOTE-21 I SEE-E VAM"/A8:2-FO - - - NOTE-13 EQUIPhIEhILMIlIlNTING 3.0 ��Y RC21 LOCATION IN VESIIBUL Y B WALL RC41 N RC21 NOTE -2 BUSWAY ..RC.. - - - - - IRC24 i' / � RC 6 RC39 ---- ---- RC21 _ _ _ _ _ _ d JL1,E3.0 _RC3LCC37 - - RG37 - RC 20 NOTE-2 RC2 VESTIBU�E- NOTE-2 RC3 NOTE_12 8 CCT A 3, 5 - - - -E RB1 I GFI/WP - - - +48" =g/ RA39 R1 * = DOUBLE DUPLEX RB3 RECEPTACLE SURFACE MOUNT ON WALL AT +16" AFF. REFER TO DETAIL "C" THIS SHEET. NO 4 RB,46 D23 D25 D27 R 29 D3 RD3 M2 i I X II X I I X I I X I I X I X RD 5 i I ,, I ,, i I ,, I , 1 1 I ,, , I 3.0 RD - - R 1 I I I I I I I I I I I I I �_�_�_�_�_� I _1_Il_I _ _ 5'-0" OUTSIDE BUILDING TO RD18 I SECONDARY CONDUIT FROM COMBINATION MAIN BREAKER, I II I I I I I I I I -�- C/T ENCLOSURE BY ELEC. I I I I I I 1 I I I I I I 1 CONTRACTOR. NO -ci I RD 7 I I 1 II I' SECONDARY CONDUITS TO 5CA f ==�1 fj { TRANSFORMER BY DEVELOPER. INCOMING SECONDARY RD4 I - - - - - I - -I - - - - • ELECTRICAL SERVICE. CARRY DP-19, 1,2 D3 RTU-8; ; I -MDR - - -+ OUT TO UTILITY CO. TRANSI I I I I I I R. REFER TO LliA I I I I WAREHOUSE I SHEET FE6.OE& CIVIL DRAWINGS. _ EXTERIOR WP 1 i i t I I I - t l I C/T I I 1 I I I RP-38 42 METER. OUN 0 COLUMN 1 CABINET & 15' FF. REFE T__ �__� �__� �__� �__ �R R S ANN R ELEVA N - N� - - - - - - A4 -"CONTACTORS" I$ ;HEET. I i I I 1 I I I I �I I I I I I I I 4 SQ BOX OM UNT + 8 AFF, (I BH____7� RD2 I � RD 2 RD1 �_ RD8 i I \ / I � " � " CONN ,TION. LAVE SUF� C ENT NO -25 I I , , I � I I I I I I I �f IF 1 1 I X SLACK IOF CONTUCTORS ,AT BOX, ! NOTE-24 _ 1 i _ - CCT RC12,1_4 - I - - - !t-- Iy - -- NOTE-11 FLUSH MOUNT IN WALL PP-1,3,5 MOUNT UNDER RC12 I RC2 C2 A48 B8 +15'-0" AFF AT RF I SP#2 r - - - - A2 BASE OF DISPLAY I` I i I R 5 -- SCANNER SHELF LOCATION. -- Al RA32 -- - - -- - - - 3-2 - -�--T- - - - - +49" --- - - +40 - -- - - - -- M. NOTE-4 ----- NOTE-1 8 TYPICAL B8 812 TYPICAL RECEIVING RC29 RC29 RC29 I RD40 I B6 r _-- -- - - - - - - - - - - CK-meKER - - - - ---�---�- B . CHARGER ', COMPACTOR _ _ ____ ____ ____ __ __ RC31 RETURNS1SERVICE CONTROLLER BY M2Iff �_e� RC29 RC29 TYPICAL STORAGE OTHERS. - 3 0_�_ -' +48" - - I I - ��-L - - B6 DP- % 6,18 RC I I I - -- -3 39, TYPI AL A _ - 30A 71 - 7RC27 _ _ ��R4 - I AMPS3M,AKERALL FINAL , FUSE AT 25 1 RC27 PP-7,9,11 - - - ( I E- E R I COMPACTOR. TO TRASH A2 RC27 I I _-- 5A10 RC �_ _ A8 COMPACTOR RC27 i I I RC6 _ _ SEE DETAIL A THIS SHEET. 7 RC2 _ 33 I - - -�- - - - J - - --TYP�CALTHIS-WALL. - - Al -� ___= o d STUDY Al M1 M1 M1 �_� TAG ROOM 3.0 3.0 3.0 �' RA20 RA18 Ai8 R TING o - - - - - - - -- RA1 I NOTE STAFF I L--- ------ - NOTE 6 I RA24 ACCESS 0 _ J TYPI AL - - - � - - - - A22 Of— II Lp A 2 �30 Q LLJO A6 A6 A7 I I RA24 rv7Q ============ - - - - - - I - - - - A3' STORE RA311L_ IL - A$ A30 -A )30 430 i DIRECTOR p,3 I t t I 1 RA27 SALES I I I I M2 �A29 1 A30 i EF 1 A30 I I TYP. I 3.0 S'T. STO II `1 1 I A9 I 12 VOLT i q3 DIRE CTO� /TL22 - - - - I 30 - - - 3KW WATER HEATER RA5 DP 8, ,1 IRA31 = ---- - -- JAN IV 30A/2P/N/F .. .. I I I I I NOTE-27 - e- I A27,29 B�JSW(AY RA I ��$ I (� � I I FLUSH MOUNT FLOOR LEVEL HORIZONTALLY ®ABLE ' EF_2 I - - - - - - - - - - _ - - NOTE 11 FIXFUR SEATO ¢A - RMINAL. 1 A - - __- - B35 PP-2 ,28,3 M2 RA21 - NOTE- 4 A4 - RA40 - - 3.0 A27 I MEN RA23 RA28 CCT RA28,30 -- - - - - - - - - - - - - - - - I ---- - - - - - - ____ _ TO RTU-6 RA32 i i (E2 �6IBA32 OUTDOOR SENSOR RTU 2 I RA32 i - ASSEMBLY A REFER TO SHT. E7.0. - - - - - - - NOTE-25 - - I - - - ONT-IINDER - - - '�� RA11 1� LLI- NOTE,4, BASE OF DISPLAY i i NOTE-97 Al I---- -C O PP-2,4,6 ZZ t`�521� mil] r - - - - NOTE-4 RB43 =m I I I PP-13,15,1 - - - - - - - - L - _- - - _ U COLUMN - - - o� - CL - A4- '- "AFF. REFE F6 - - TO RTU-2 RF CA NER ELEV TIO � W0 EN THI SHEET. I - - - - - . '����� 1RTU-5 yOff-1Q B. 7 B SW Y "RB' I I RB39 I RB41 I I TO RTU-4 p- - NOTE-23 N TE-9 RB 2 R 2 R 30 I� B39 1 RB B6 B10 B14 R 18 ICAL NOTE 17 WAITING AREAA A4 DP-13,15, 7 - - L,- L_J rm ,•-, rn ,-, ,-, n _" ,-, n _ CUSTOMER I1® VESTIBULE R85 R 7 I - -�_5 - - RB-29,31 R87 NOTE 28 TYPICAL - 634 OUN ON HELF-OF UNK R. TYP 3 R 1� R�36 R84 RBJ3 3.0 0 I I I I I I ii an nuINF! �� 1/2" EMT CONDUIT CONCEALED II II II 1" EMPTY CONDUIT FROM 90' IN WALL. RUN TO FLOOR LEVEL ELBOW STUBBED OUT AT FLOOR PROVIDE 90' ELBOW AND STUB II II CONCEALED IN WALL AND OUT AT FLOOR LEVEL. CONNECT II II STUBBED OUT AT 16-6" AFF MC CABLE TO CONDUIT STUB THEN CARRIED OVER TO SIDE OF OUT AND CONNECT TO J-BOX. II II FLEXTRAY. SEE SHEET E2.0 FOR II II EXACT LOCATIONS. I II II II TYPICAL II IIL2"x6" WOOD BLOCKING FOR II STORE FIXTURE SUPPORT. II II II II II II II co TYPICAL II II 5' OF MC CABLE FROM J-BOX II II TO TWIST LOCK RECEPTACLE. II II FLOOR vb 90'ELBOW STUBBED OUT AT FLOOR. TYPICAL J-BOX SURFACE MOUNTED TO WALL AS CLOSE TO FLOOR AS TYPICAL POSSIBLE. 20 AMP TWIST LOCK RECEPTACLE. SECURE TO FLOOR OR STORE FIXTURE SUPPORTS UNDER BASE AFTER STORE FIXTURE IS INSTALLED. SCALE : 1/8"=l'-O" DEVICE 8 CONDUIT ROUTING FOR INTERIOR WALL SCALE : NONE R N -11 �� -- --- R 28 PP 10,12 I A37 B A3 - - - A2�E L_ - R 0 NOTE-20 A40 - I - NOTE-15 R 5A38 R 32 II -� DAYTON #4C854 R 16 RB _0 I I I I SYSTEMS ROOM I ---� TO RTU-7 A38 _ ICAL X2JOIST. THE CONTRACTOR SHALL MAKE THIS FIRST RB - DAYTON #4C929 j� E-_8 i RECEPTACLE ON EACH CIRCUIT GFCI TYPE AND +6 +48" RTU-7 r L LABEL EACH RECEPTACLE THAT FOLLOWS ON I' 42" L_ - - R A R THAT INSTALLATION.CIRCUIT. TYPICAL FOR ALL IN CAR STEREO u - - - - I -� N - - - - - - - - - A401 NOTE TO CONTRACTOR: II p +4 NOTE-1 RB 7 M1 M1 I A42 _ _ A38 PP-14,16.18 +6 _A PROVIDE FIRE SEALANT AT ALL WALL 6" - i PENETRATIONS OF FIRE RATED WALLS. o *15 RB19 B21 R 23 B27 o +4 ROAD SHOP 36 SEE DETAIL B THIS SHEET. TYPICAL FO THIS WALL. 1" EMPTY CONDUIT SURFACE MOUNTED ON EXTERIOR WALL AS TIGHT TO COLUMN AS POSSIBLE. RUN FROM 90' ELBOW STUBBED OUT AT FLOOR TO 16-6" AFF THEN OVER TO SIDE OF FLEXTRAY. SEE SHEET E2.0 FOR EXACT LOCATIONS. 1/2" EMT CONDUIT SURFACE MOUNTED ON EXTERIOR WALL AS TIGHT TO COLUMN AS POSSIBLE. RUN TO FLOOR LEVEL PROVIDE 90'ELBOW AND RUN CONDUIT ON WALL TO J-BOX MOUNTED ON FLOOR AS SHOWN. TYPICAL 6' OF MC CABLE FROM J-BOX TO TWIST LOCK RECEPTACLE. - FLOOR TYPICAL J-BOX SURFACE MOUNTED TO EXTERIOR WALL AS CLOSE TO FLOOR AS POSSIBLE. PERIMETER STEEL COLUMN TYPICAL 2%6" WOOD BLOCKING FOR STORE FIXTURE SUPPORT. 20 AMP TWIST LOCK RECEPTACLE. SECURE TO FLOOR OR STORE FIXTURE SUPPORTS UNDER BASE AFTER STORE FIXTURE IS INSTALLED. DEVICE 8 CONDUIT ROUTING FOR EXTERIOR WALL - SCALE 3/4"C. WITH "MC" CABLE RUN FROM DEVICE UP TO FLEXTRAY. POSITION OF DEVICE WHEN NO WALL EXISTS. ,,---BIG SCREEN TV BUNKER DOUBLE DUPL X RECEPTACLE. "MC" CABLE, STRAP SURFACE MOU ITED ON BLOCK WALL. TO BLOCK WALL, 1 BETWEEN DEVICES. "co FIN. FLOOR 8" DIA. HOLE IN BUNKER TYP. X2 BIG SCREEN BUNKER DETAIL SCALE : NONE TO JOIST. DUPLEX RE( 1. ALL 120V. BRANCH CIRCUITS RUN IN FLEXTRAY SHALL BE RUN ON POWER SIDE ONLY. NO BRANCH CIRCUITS SHALL BE RUN ON LOW VOLTAGE SIDE. WHERE 120V. BRANCH CIRCUITS MUST CROSS OVER LOW. VOLTAGE SIDE, CROSS AT 90- TO LOW VOLTAGE CABLES. 2. MOUNT ABOVE CEILING OVER DOOR OPERATOR. RUN CIRCUIT CONCEALED DOWN TO OPERATOR AND MAKE ALL FINAL CONNECTIONS. 3. ALL OUTLETS BOXES FOR RECEPTACLES LOCATED IN CUSTOMER SERVICE COUNTER ARE FURNISHED AND INSTALLED BY FIXTURE MANUFACTURER. ALL REQUIRED CONDUITS, WIRE AND RECEPTACLES ARE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 4. FURNISH AND INSTALL A DOUBLE DUPLEX RECEPTACLE MOUNTED AT JOIST GIRDER NEAR STS FRAME BACKBOARD. COORDINATE EXACT LOCATION WITH BACKBOARD SHOWN ON E5.0. 5. CONTRACTOR SHALL ROUTE (2) 120V CIRCUITS TO OUTLET BOX AT BASE OF WALL AND MAKE FINAL CONNECTIONS TO FIXTURES. COORDINATE ALL FINAL CONNECTIONS WITH OWNER. 6. POWER POLE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ROUTE CIRCUIT TO FLEXTRAY AT POWER POLE LOCAl10N UN11L FIXTURE IS INSTALLED. AFTER STORE FIXTURE IN INSTALLED ROUTE CIRCUITS DOWN THRU POWER POLE TO RECEPTACLES AS SHOWN. SEE DETAIL SHEET E5.0. 7. FLUSH MOUNT RECEPTACLE IN WALL ABOVE SUSPENDED CEILING OR AT JOIST SPACE NEXT TO WOOD BLOCKING AS SHOWN ON SHEET A2.1. FURNISH AND INSTALL A KEY SWITCH +48" AFF AS SHOWN FOR SECURITY SENSORS POWER BOX. 8. CONTRACTOR SHALL FURNISH AND INSTALL A QUAD RECEPTACLE WITH ONE (1) OUTLET BEING GFCI AND ONE (1) BEING WIRED THRU. MOUNT OWNER SUPPLIED LIGHT AND OUTLET CORD REELS AT 12'-0" AFF USING UNISTRUT SUPPORTED FROM BAR JOIST. MOUNT OUTLET TOWARDS ROOF DECK AND PLUG IN CORD REELS. 9 20A/1P CIRCUIT BREAKER AT BUSWAY. CONTRACTOR SHALL ROUTE MC CABLE FROM BREAKER THROUGH FLEX TRAY TO POWER POLE TO TWIST LOCK RECEPTACLE UNDER GONDOLA. 10. THE ELECTRICAL CONTRACTOR SHALL ROUTE A 1/2" EMT SURFACE MOUNTED DOWN WALL TO HAND DRYER LOCATION AND MAKE FINAL CONNECTIONS TO HAND DRYER WITH FLEX CONDUIT INTO BOTTOM KNOCK OUT. 11. ALL ROOF TOP UNITS ARE FURNISHED WITH W.P. DISCONNECT SWITCH AND GFCI SERVICE RECEPTACLE MOUNTED ON UNIT BY MANUFACTURER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL FINAL CONNECTIONS. ALL UNITS ARE FURNISHED WITH BOTTOM POWER FEED OPTION. THE CONTRACTOR SHALL ROUTE CIRCUITS THRU POWER FEED SECTION. 12. FLUSH MOUNT RECEPTACLE IN WALL AT APPROXIMATELY 12'-0" AFF NEXT TO WOOD BLOCKING AS SHOWN ON SHEET A2.1. FURNISH AND INSTALL A KEY SWITCH AS SHOWN FOR SECURITY SENSORS POWER BOX. 13. ELEC. CONTRACTOR SHALL INSTALL ONE (1) KEY SWITCH ON INSIDE AND OUTSIDE OF BUILDING FOR EACH ROLLING SECURITY GRILLE. KEY SWITCHES AND OUTLET BOXES FURNISHED AS PART OF DOOR PACKAGE. (TYPICAL X4) 14. NOT USED. 15. 20 AMP, GFCI RECEPTACLE WITH WEATHERPROOF COVER. COVER MUST BE TYPE CWP26H. RECEPTACLE SHALL BE MOUNTED HORIZONTALLY ON EXTERIOR WALL OF STORE. OUTLETS SHALL BE LOCATED WITHIN 24" OF HOSE BIBBS, COORDINATE WITH P2.0. 16. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING LANE LIGHTS AND SWITCH PROVIDED WITH CASH REGISTER KIOSK. PROVIDE MC CABLE FROM SWITCH DOWN TO OUTLET BOX IN KIOSK AND CONNECT TO SAME CIRCUIT AS OUTLETS. 17. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL EMERGENCY EGRESS DOOR POWER SUPPLY AND CONNECT 120V CIRCUIT. COORDINATE WITH MASONRY CONTRACTOR AND INSTALL A CONDUIT CONCEALED IN WALL FROM DOOR CONTROL PANEL MOUNTED ABOVE SUSPENDED CEILING (OR JOIST IF NO CEILING EXIST) TO TOP OF DOOR FRAME. RUN LOW VOLTAGE POWER CABLES DOWN THROUGH CONDUIT TO DOOR FRAME AND TO ELECTRIC HINGE. MAKE ALL FINAL CONNECTIONS. REFER TO DETAIL "P" SHEET E3.0 18. 1" RIGID STEEL CONDUIT, FURNISHED AND INSTALLED BY ELECTRICAL CON ACTOR. CONDUIT SHALL RUN FROM FLOOR UP TO JOIST SPACE. REFER TO DETAIL DD THIS SHEET. 19. NOT USED. 20. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A 120V CIRCUIT AND WIRE THRU AUXILIARY NC CONTACTS OF SMOKE DETECTORS TO MECHANICAL LATCH AT FIRE SHUTTER DOOR. 21. CONTRACTOR SHALL WIRE DUPLEX RECEPTACLES MOUNTED IN KICK PLATE OF CASH REGISTER. 22. 3/4" CONDUIT DOWN THRU WALL TO J-BOX MOUNTED 6" AFF. RUN MC CABLE FROM J-BOX TO DEVICES WITHIN COUNTER. 23• SURFACE MOUNT DUPLEX RECEPTACLE ON BACKSIDE (SIDE FACING TOWARDS REAR OF STORE) OF COLUMN FOR FLOOR CLEANING. MOUNT IN SHALLOW BOX AND ROUTE EMT CONDUIT UP TO JOIST SPACE. PAINT OUTLET BOX AND CONDUIT TO MATCH COLUMN. PROVIDE STAINLESS STEEL COVER PLATE ON OUTLET. 24. PLASMA TV DISPLAY. REFER TO DETAILOD SHEET E2.1 25. DUPLEX RECEPTACLE MOUNT WITHIN FLEX TRAY ON POWER SIDE. MOUNT RECEPTACLE FACING TOWARDS JOIST. THIS SHOULD BE AS CLOSE TO PLASMA TV DISPLAY AS POSSIBLE. 26. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A OUTLET BOX U.L. LISTED FOR CEILING FAN SUPPORT. MOUNT BOX TO UNISTRUT AT BOTTON CHORD OF BAR JOIST FOR FUTURE CEILING FAN INSTALLATION. RUN CIRCUIT THROUGH OUTLET BOX WITH BLANK COVER +48" AFF IN GENERAL OFFICE FOR FUTURE ON/OFF SPEED CONTROLLER. 27. MOUNT DEVICES ON WOOD FLOOR PLATE AT FLOOR LEVEL. MC CABLE OR EMT CONDUIT ARE PROHIBITED TO BE SUPPORTED OFF OF METAL FRAME SUPPORTS OF STORE FIXTURES. 28. 1" CONDUIT MOUNTED TO SIDE OF FLEX TRAY FOR DELIVERING POWER FROM BUSSWAYS THROUGH FLEX TRAYS TO WIRING DEVICES MOUNTED ON WALL. ALL CONDUITS, BOXES, WIRING AND DEVICES SHALL BE FURNISHED AND INSTALLED B BY THE ELECTRICAL CONTRACTOR. ALL TIMERS, RELAYS, STARTERS, SENSORS, ETC. ARE FURNISHED AND INSTALLED BY C. THE ELECTRICAL CONTRACTOR. ALL THERMOSTATS ARE FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED D. BY THE ELECTRICAL CONTRACTOR. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR EXACT LOCATIONS OF ALL E EQUIPMENT. CONTRACTOR SHALL REFER TO SHEET A2.2 AND CIRCUIT CITY "FIXTURE MANUAL" FOR F. A DETAIL DESCRIPTION OF EACH STORE FIXTURE. THE CONTRACTOR SHALL NOT HANG OR SUPPORT ANY ELECTRICAL EQUIPMENT OVER 100 POUNDS FROM BOTTOM CHORD OF BAR JOIST. SEE NOTES ON STRUCTURAL G. DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL VOLTAGE LOSS & DERATING CALCULATIONS OF CIRCUITS. MINIMUM WIRE SIZE #12 AWG, UNLESS NOTED OTHERWISE. "J"-BOX WITH ONE 1/2" EMT AND ONE 3/4" EMPTY EMT CONDUIT TO JOIST. RF SCANNER SHELF FURNISHED AND INSTALLED BY G.C. SEE ARCH. DRAWINGS. Q Q 0 0 e COLUMN. SEE PLAN FOR EXACT I LOCATION. TO FLOOR RF SCANNER SHELF ELEVATION SCALE : NONE COORDINATE EXACT LOCATION WITH FIXTURE INSTALLER. 6 l" RIGID STEEL CONDUIT. TYPICAL r PAINT TO MATCH COLOR OF WALLS. 0 00 00 0 1" CLOSE NIPPLE----' SINGLE GANG 2"D. CAST "THROUGH WIRE" BOX. 0 00 00 e 1" CLOSE NIPPLE �- 1" GALV. FLOOR PLATE 1/4"0 X 2" CONCRETE ANCHOR BOLTS. 4 REQUIRED. o GAMES DETAIL E4.0 SCALE : NONE V) w 0 a ui Z-" of 0 °' o r, ® NZ3�rVOi OM N 0 oe u mn L. oo 0)0znn U r0 0c; � _jZ o, 00 a=i Q O vm � a o m0 02 o u� �y N . °m °I m m m� m o `a IL a a Q a % C .0 m > o 0. 0 CD O m z 0 m Y 0 cd q N � 0 a Q R IL z U) E Z ® >' C Z 0 U o ®� c 0 0 0. U °® 3 It a0 E0 �W 0 ®V' zLL c3: 3 20 1L Co :t 0) L W It �+I 1 a 0 M 0 L Phase C®NTRACT.. Sheet No. E4mO i E C5 2 0 V 0 0 (U V N S U L 6 f U)5 N E N 3 0 0 Ld w z 0, v Qj cl n 0 L v 0 3 N aj v n 6 E O z L Iv m C, 3 0 w I OD M w v (`7 J L O d 6 0 (U U H u U U Y E c$ - ��C ... ...... Q El- _ BUSWAY "RB" s ALL US WA s LL SHALL a� 18" II—rl CUSTOMER WAITING AREA .......... .. ... _.. ..... . ...... BE. MOUNTED BELOWJOIST. DIRECTLY ..... ... ... ..... H . II I VESTIBULE _ ....... I ...... ........ ........ 8b' I 13 " 0 �I I I k---------------- =::' ROAD SHOP ............: :: . . H II ..: I Loa Ej —I-�— Room - ... .. ( LLJ J I ® .. ...r :.:... 12" ....... ...... 12" .. .. ..: ... ..: ........ ......... 11'-9" 4'-2" 10'-4" 10E-11 -�-4" 5 —10" 5'-8" 11'-10" 10'-1" 3'-1" 6�-6" 9'-7" 9'-7" I I. I I I J- I I I ....... :........... ............. - ........... — - — - — - — - - ----------------II I ..................... ............................. ....... ......................... ............ ................... ................ ................ ....................................................... '..'.... ... — - ...... ;: ........................................;...........;.......,_........................4....................................................................:.................................................�............. — - — - _. ;.. ,..: :: ..., :.. ... I SCALE : 1 /8"=1'-0" F­20"X8" OPENING IN SECTION "A A" SCALE : 1/4" = 1'-O" I I I 111 111 BAR JOIST. DOUBLE DUPLEX RECEPTACLE. \ I MOUNT ON \\\ 1/8" AL<11MINUM SHEET I UPPER RIGHT \ \\ BOLTED I OI UNISTRUT. I HAND CORNER OF SHEET a---�---� r-------F CD I \\ I I I METAL. I \\I I I i — \�� j %/ I JOIST GIRDER OR — — — — — — BEAM. II NOTE TO CONTRACTOR: COLUMN. DF 12GA. UNISTRUT. IF BUILDING STRUCTURE IS EXISTING AND CLEAR HEIGHT TO BOTTOM OF JOIST IS 2'-5" 2'-5" HIGHER THAN 19'-0" AFF. CONTRACTOR SHALL EXTEND UNISTRUT FRAME SUPPORTING STS FRAME DOWN TO 12" C� ABOVE FLEXTRAYS AND MOUNT FRAME AT ENST P PANEL FRAME THIS LOCATION. SCALE : N.T.S. GENERAL NOTES A. THIS DRAWING IS A SUMMARY OF VARIOUS FLEXTRAY, BUSWAY SHOWN ON DRAWINGS E2.0 AND E4.0. B. REFER TO INVITATION TO BID FOR FURTHER INFORMATION ON FLEX -MAY, BUSWAY AND POWER POLES. LEGEND WIREMOLD #NP60OC-15-2 (2) COMPARTMENT POWER POLE. PENDANT MOUNTED "STARLINE" BUSWAY - REFER TO DETAILS THIS SHEET. r7—END FEED TAP BOX. CIRCUIT BREAKER (SHOWN ON E1.0 & E4.0) BUSWAY _EPENDANT MOUNTED "GLOBE" FLEXTRAY. 4"x12" OR 4"x18" AS INDICATED. REFER TO DETAILS THIS SHEET. 18" 12" FIELD FABRICATED "90'", "TEE" OR "CROSS". ALL FIELD FABRICATIONS SHALL BE AS DIRECTED BY MANUFACTURER. "STS" PANEL FRAME - REFER TO DETAILS THIS SHEET. 1" E.C. SEE DETAIL Ol . U-BOLT POLE TO STRUT. — DETAIL U ICI C.KJ CE RUC' I J IIVIDUL ...... `� _ ROOF DECK. Li 0 0 in 0 i 1/8" ALUMINUM SHEET BOLTED TO UNISTRUT. 12GA. UNISTRUT BOLTED TO CLIP ANGLES. 2"x2"xl /4" CLIP ANGLE BOLTED TO TOP AND BOTTOM CORD OF JOIST GIRDER. TYP. x 3. F SECTION - SCALE : N.T.S. -II-� JOIST. I� �I'' 3/8"0 ALL THREAD TO ,I L DE AIRUT�SIMILAR TO STARLINE HANGER KIT. STARLINE BUSWAY. BREAKER HANDLE. 20A/lP CIRCUIT BREAKER. O O I G_ �a 0 0 RED LED - INDICATES BREAKER TRIPPED. BUSWAY G MOUNTING DETAIL_ SCALE : N.T.S. REMOVAB CUT COV ABOVE A 1 /4" BOL LOCKNUT WASHERS (2) TEC A TGONDOLA WIRING DETAIL- DRILL OUT STRETCHER BY FI„- „�� ,.,�-r., , 'OLE. F 1 1 /2" X 1 1/8" ALUMII --MOVABLE COVER. fA -. ■ , _ , SCALE : N.T.S. STRETCHE ROOF DECK. JOIST. BEAM CLAMP. 12CA UNISTRUT. POWER POLE INSTALLED AWAY FRONA FI FXTRAY OB SECTION - SCALE ?EMOVABLE ,OVERS BOTH TIDES. 0Ld R�Rnn� NLd U Z �1 O CL o ® ILon m 0 ®N w r7 Zoo 04 mn �� o� �o d W avi I "0 sM U now nJ� m o°C -'z En V) 1 0 a-zi vm ua a o0 m-> 0 0m wN 00,0 i m 2-` U c°� m mm mL as as � < Q U +j � C U > 0 p Q 0 O 4- N z ro 0 a 0 Y to N¢ m 0 cl Q J_ Q w J z � a ®W z Ea�i m W Q f z ® �Q c oE. a 0 ® Q 0 OZ as ®® a EO � 0z �LL Zz � 3� 20 F-CO 00/ Oim co U " ®N z N 0 ® 0 Q 1 # (A > i u °C W 0 LL 0 00 cc 1 �W > co 0 0 # U� 0 L;' y } d 0 a 0 ® _ U 0 (� o rn a Phase,__ CONTRACT J Sheet No. , E&O LIGHTING DIMENSION PLAN GENERAL NOTES A. THIS DRAWING IS A SUMMARY OF VARIOUS LIGHT FIXTURES SHOWN ON DRAWING E1.0. B. REFER TO INVITATION TO BID FOR FURTHER INFORMATINO ON LIGHT FIXTURES. LEGEND 0 o a s 3 LIGHT FIXTURES AND TRACK LIGHTING. REFER TO SHEET E1.0. DIM. TO LONG LENGTH OF TRACK TRACK DIMENSION EXPLANATION SCALE : NONE V) Q' v U ® N o 00 U N `° cq n Cc L 4 ��F0 F Q I �o iq 0 x ro U vi 3=0� ^J,� ®®moo o� �Z //� M l v. a o am Q U u°o CO :mP ¢c p ErI .2c o c 0 a. W [L Q U a +: U > 0 a Q L 0 4 c� O m z 0 L m Y ° o Q N n a Q W J II. z II. 0 OMNI Z ® m09 ® � >,Q W c _ o Z U 0 Q 0 U 0= ® Z Z Z c 30 ®� G N N 0 O J fr 0 Z It 0 OD 0 co 0 U j ° °z J a U/ Q L6 U O LO �LL -a t� O w I x .use PnCONTRACT 1 Shoot No. E5ml HACR HACR HACR 4 #600 MCM, 4"C. EACH. —I EXTERIOR 1 RECEIVING AREA TORMIGM■IR J J J J T METER BASE METER WEATHERPROOF 4" X 4" WIREWAY WITH SPHC_ SCREW COVER. (m CABINET PANEL L 1-1/2" EC BY ' UTILITY CO. ELEC. PAD MOUNTED CONTRACTOR. TRANSFORMER INCOMING PRIMARY CONDUITS. L-- 4 #600 MCM, 4"C. EACH. BURY A MIN. OF 36" BELOW GRADE. ELEC SHALL BE RESPONSIBLE FOR INTERCEPTING THE DEVELOPERS CONDUITS 5'-0" OUTSIDE BUIDLING & EXTEND TO SECONDARY CONDUIT TO WITHIN C/T CABINET ON WALL. SECONDARY CONDUCTORS SHALL BE 5' OF BUILDING FURNISHED AND INSTALLED BY ELEC. FROM C/T CABINET TO TRANSFORMER. PANEL MDP VOLTAGE 277/480, 30, 4W MANUFACTURER G.E. SPECTRA 800 A BUS MOUNTING "SURFACE" LOADS 800 A MAIN LUGS ONLY CIRCUIT DESCRIPTION BKR # 0 A 10 B 0 C # BKR CIRCUIT DESCRIPTION PANEL-L 200 3 1 18562 2 300 3 D.T. TRANSFORMER 70106 3 18257 4 5 21896 72878 6 PANEL PP 400 3 7 73742 8 200 AMP SPACE 9 73742 p 1 73742 2 100 AMP SPACE 3 4 100 AMP SPACE 5 6 7 8 TOTAL VOLT -AMPS 162410 168203 94774 TOTAL CONNECTED LOAD:425387 VA + 3 + 480 = 512 THIS PANEL SHALL BE RATED FOR 65,000 A.I.C., HAVE SERVICE ENTRANCE LABEL. PANEL DP VOLTAGE 120/208, 30, 4W MANUFACTURER G.E. SPECTRA 600 A BUS MOUNTING "SURFACE" 600 A MAIN BREAKER LOADS CIRCUIT DESCRIPTION BKR # 0 A 0 B 0 C # BKR CIRCUIT DESCRIPTION PANEL -A 200 3 1 9056 2 200 3 PANEL-"B" 7680 3 8220 4 7728 5 8816 8460 6 PANEL "TL" (VIA LC 4) 100 3 7 5570 8 150 3 BUSWAY "RA" 4460 9 10140 0 9140 1 4946 8200 2 BUSWAY "RB" 150 3 13 17260 4 150 3 BUSWAY "RC" 7320 15 17120 6 8696 7 17060 9896 8 BUSWAY "RD" 150 3 1 g 18760 20 200 3 SPACE ONLY 1 15160 22 2 15500 TOTAL VOLT -AMPS 70106 76204 72878 TOTAL CONNECTED LOAD:219188 VA + 3 + 208 = 609 THIS PANEL SHALL BE SERIES RATED FOR 22,000 A.I.C. PANEL PP VOLTAGE 277/480, 30, 4W MANUFACTURER G.E. "AE" 400 A BUS MOUNTING SURFACE 400 A MAIN LUGS ONLY LOADS CIRCUIT DESCRIPTION BKR # 0 A 0 B 0 C # BKR CIRCUIT DESCRIPTION RTU-1 #4 AWG. + #8 G. 80 3 1 19367 2 80 3 RTU-2 #4 AWG. + #8 G. 19367 3 19367 4 19367 5 19367 19367 6 RTU-3 #8 AWG. + #10 G. 50 3 7 13557 8 15 3 RTU-4 #10 AWG. + #10 G. 3324 9 13557 0 3324 11 13557 3324 2 RTU-5 #8 AWG. + #10 G. 35 3 13 7756 4 20 3 RTU-7 #10 AWG. + #10 G. 3878 15 756 73878 6 17 7756 3878 8 SPACE SPACE 21 —A SPACE 2 6 20 3 RTU-6 #10 AWG. + #10 G. 3875 2 3875 2 3875 SPACE 31 32 20 3 NOVAR PHASE LOSS #10 AWG. + #10 G. 100 3 100 3 100 6 SPACE 3 38 30 3 RTU-8 #10 AWG. + #10 G. 6371 3 6371 41 6371 TOTAL VOLT AMPS 73742 73742 73742 TOTAL CONNECTED LOAD: 221226 VA + 3 480 = 266 AMPS THIS PANEL SHALL BE FULLY RATED FOR 65.000 A.I.C. HACR HACR HACR HACR HACR PANEL L VOLTAGE 277/480, 30, 4W MANUFACTURER G.E. "AE" 225 A BUS MOUNTING SURFACE LOADS 225 A MAIN LUGS ONLY CIRCUIT DESCRIPTION BKR # 0 A 0 B 0 C # BKR CIRCUIT DESCRIPTION WAREHOUSE LTG. (VIA LC-1) 71, 1 1056 2 20 1 NIGHT/EMERGENCY LTG. 3462 WAREHOUSE LTG. (VIA LC-1) 20 13578 3 528 4 �yl NIGHT/EMERGENCY LTG. OFFICE/RESTROOM LTG. (VIA LC-3) 20 1 5 1326 711 NIGHT/EMERGENCY LTG. 1935 6 OFFICE/RESTROOM LTG. (VIA LC-3) 20 1 7 1274 8 20 1 WALL PACK & CANOPY LTG. (VIA LC-5) 1225 CAR STEREO INSTALLTION LIGHTING 20 1 9 1368 0 20 1 WALL PACK & CANOPY LTG. (VIA LC-5) 1238 SALES/CUST. SERVICE LIGHTING VIA LC-2 20 1 11 3597 20 1 SALES LIGHTING (VIA LC-2) 3835 2 SALES LIGHTING (VIA LC-2) 20 1 13 3835 4 20 1 SALES LIGHTING (VIA LC-2) 3835 SALES LIGHTING (VIA LC-2) �yl 15 3835 6 2�1 SALES LIGHTING (VIA LC-2) 3835 SALES LIGHTING (VIA LC-2) 20 1 17 3530 20 1 SALES LIGHTING (VIA LC-2) 3798 8 SPARE 20 1 19 - 20 1 SPARE - SPARE 20121 201 SPARE _ SPARE 2012 201 SPARE = SPARE 201 6201 SPARE _ SPARE 2012 28 201 SPARE _ SPARE 20129 20 1 SPARE _ 30 SPARE 20131 32 2 /01 SPARE _ SPARE 2013 3711 01 SPARE = SPARE 20 1 3 - 20 1 SPARE - 6 TRASH COMPACTOR #10+#10G, 3/4"C. 30 3 37 3875 SPACE 39 3875 - 41 3875 - 42 TOTAL VOLT -AMPS 18562 18257 21896 TOTAL CONNECTED LOAD: 58715 VA + � + 480 = 71 IRIS NANLL SHALL tit StKItS KAItU hUK bb,000 A.I.C:. * - PROVIDE LOCK --OUT ON BREAKER HANDLE. PANEL A VOLTAGE 120/208, 30, 4W MANUFACTURER G.E. "AQ" 225 A BUS MOUNTING SURFACE LOADS 225 A MAIN LUGS ONLY CIRCUIT DESCRIPTION BKR # 0 A 0 B 0 C # BKR CIRCUIT DESCRIPTION SPARE 201 1 2 Z RTU RECEPTS. 9- EXTERIOR WALL RECEPTACLE 20 1 3 1000 4 Z RTU RECEPTS. 900 EF-2 201 5 696 201 OFFICE RECEPTACLES 1440 6 TELE. ROOM RECEPT. 201 7 1260 8 201 VENDING MACHINE 1000 FACP X 9 500 p Zi VENDING MACHINE 1000 TELE. ROOM RECEPT. 201 1 540 201 REFRIGERATOR 2 SECURITY PANELS & CABINETS 20 1 3 720 4 20 1 MICROWAVE 700 PATAPSCO POWER SUPPLY 20 1 5 1080 6 71� FUTURE CEILING FANS 600 SPARE 201 7 201 SPARE - 8 SPARE 20 1 g - 20 15 xi ENERGY MANAGEMENT 500 SPARE 20 1 1 2 15/CONTACTS°R 1 COILS 200 WIRE GUIDANCE SYSTEM 20 1 500 15 1 CONTACTOR COILS 200 BATTERY CHARGER 20 1 1000 6 20 1 SPARE - WATER HEATER 20 2 1500 8 20 1 OFFICE RECEPTACLES 540 9 1500 20 1 OFFICE RECEPTACLES 1800 0 SPARE 201 1 2201 OFFICE RECEPTACLES 900 SPARE 20 1 - 20 1 SPARE _ SPARE 20 1 - 20 1 ROAD SHOP RECEPTACLES 360 6 FIRE SHUTTER DOOR MAGNETIC HOLDER 20 1 500 8 20 1 ROAD SHOP EF-3 & CEILING FANS 1576 SPARE 20 1 g 20 1 ROAD SHOP RECEPT. 900 SPARE 201 1 ROAD SHOP RECEPT. 1080 2201 TOTAL VOLT -AMPS 9056 8220 8816 TOTAL CONNECTED LOAD:28668 VA + � + 208 = 80 THIS PANEL SHALL BE SERIES RATED FOR 22,000 A.I.C. * - PROVIDE LOCK -OUT ON BREAKER HANDLE. NOTE-1 4 #600 MCM + #3 G., 3-1/2"C= " 4 #350 MCM + #4 G., 3"C. PANEL MDP EACH. 3 #350 MCM + #4 G., 3"C. DRY TYPE TRANSFORMER 225 KVA 115' RISE 4 #3/0 + #6 G., 2 C. FLEX CONN TYPICAL — E2 #3/0 CU. GND. (TYPICAL)PER N.E.C. MAIN BLDG. WATER STEEL LINE INSTALL TWO GROUNDING ELECTRODES. PER NEC 250-66. PANEL DP FLEX CONN. TYPICAL #3 + #8 G., 1-1/4- C. NOTE-1 4 #1 /0 + #6 G., 1 1 /2"C. PANEL A PANEL B 4 #3/0 + #6 G., 2" C. WATER BLDG. LINE STEEL MAIN SERVICE RISER DIAGRAM PANEL B VOLTAGE 120/208, 30, 4W MANUFACTURER G.E. "AQ" 225 A BUS MOUNTING SURFACE LOADS 225 A MAIN LUGS ONLY CIRCUIT DESCRIPTION BKR # 0 A 0 B 0 C # BKR CIRCUIT DESCRIPTION ANTENNA/PAGING RACK 20 1 1 500 2 20 1 SECURITY SENSOR RECEPTACLE 180 ANTENNA/PAGING RACK 20 1 3 500 4 20 1 SPARE - CC-130 RACK 201 5 1000 201 RECEIVING AREA 6 MAGELLAN #10 AWG. + #1OG. �yl 7 2000 8 20 1 RF SCANNER/SHRINK COUNTER 1400 TELE RM TWIST LOCK RECEPTACLE 20 1 9 180 p 20 1 SPARE _ SPARE 201 1 201 TECH BENCH 1000 2 SPARE 20 1 3 - 4 20 1 CIRCUIT CITY SIGN VIA LC-6 1800 SPARE 20 1 5 - 6 20 1 CIRCUIT CITY SIGN VIA LC-6 1800 SPARE 20 1 7 Z CIRCUIT CITY SIGN VIA LC-6 1800 8 SPARE 20 1 g - 20 1 CIRCUIT CITY SIGN VIA LC-6 1800 SPARE �yl 1 - 20 1 CIRCUIT CITY SIGN VIA LC-6 1800 SPARE 201 201 SPARE _ SPARE 201 6201 SPARE _ SPARE 201 201 SPARE - DIGITAL DATA CATCH 201 1000 201 SPARE SPARE 201 1 201 SPARE _ SPARE 201 201 SPARE - HAND DRYER #10+10G 30 1 2400 20 1 SPARE - 6 SPARE 301 - 201 SPARE HAND DRYER #10+1OG 1 2400 20 1 SPARE _ SPARE 301 1 201 SPARE _ TOTAL VOLT -AMPS 7680 7728 8460 TOTAL CONNECTED LOAD: 23868 VA + + (208) = 66 AMPS THIS PANEL SHALL BE SERIES RATED FOR 22,000 A.I.C. * - PROVIDE LOCK -OUT ON BREAKER HANDLE. PANEL TL VOLTAGE 120/208, 30, 4W MANUFACTURER G.E. "AQ" 225 A BUS MOUNTING SURFACE 225 A MAIN LUGS ONLY LOADS CIRCUIT DESCRIPTION BKR # 0 A 0 B 0 C # BKR CIRCUIT DESCRIPTION TRACK LIGHTING 20 1 1 600 2 20 1 TRACK LIGHTING 400 TRACK LIGHTING 201 3 4 201 TRACK LIGHTING 400 TRACK LIGHTING 201 5 600 201 TRACK LIGHTING 400 6 TRACK LIGHTING 201 7 400 8 201 TRACK LIGHTING 400 TRACK LIGHTING 201 9 600 0 201 TRACK LIGHTING 400 TRACK LIGHTING 201 1 600 201 TRACK LIGHTING 2 TRACK LIGHTING 201 3 4 Z TRACK LIGHTING 400 TRACK LIGHTING 201 5 600 6 Z01 TRACK LIGHTING 600 TRACK LIGHTING 201 7 400 120/ TRACK LIGHTING 400 8/1 TRAtI� LIGHTING 9 4396 CASE LIGHTING TRACK LIGHTING 1 EF-1 figs VALANCE LIGHTING 23 VALANCE LIGHTING 9126 24 SPARE 6 VALANCE LIGHTING 1430 SPARE - 28 SPARE SPARE SPARE _ 30 TOTAL VOLT -AMPS 5067 4296 5598 TOTAL CONNECTED LOAD: VA + 3 + 208 - AMPS THIS PANEL SHALL BE SERIES RATED FOR 22,000 A.I.C. SCALE : NONE ENVIRON DISPLAY BUSWAY "RA" 160A, 120/208V, 30, 4W LOADS CIRCUIT DESCRIPTION BKR # 0 A 0 B 0 C # BKR CIRCUIT DESCRIPTION SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA STAFF ACCESS STAFF ACCESS ACCESS STAFF ACCESS ACCESS LISTENING STATION PLASMA TV DISPLAY 'LASMA TV DISPLAY STAFF ACCESS STAFF ACCESS STAFF ACCESS STAFF ACCESS _ ;ASH REGISTER SECURITY SENSOR RECEPT TOTAL VOLT -AMPS �1/ 1 720 2 20 1 _ _ _ _ - STAFF ACCESS STAFF ACCESS STAFF ACCESS PLASMA TV DISPLAY PLASMA TV DISPLAY CC -WEB GONDOLA LISTENING STATION _ 20 1 3 1080 4 20 1 20 1 5 1440 20 1 6 20 1 7 1440 g 20 1 �/j 9108020 0 1 1800 20 1 1 720 20 1 1440 2 20 1 1 720 14 20 1 Z 1 720 16 20STAFF 1 20/1720 1 1 1800 18 �yl. 19 2 20STAFF 1 20 1 21 720 20 1 720 20 1 3 500 20 1 720 201 2 500 6201 2 201 7 8201 00 500 20129 720 201 �/l31 720 201 360 20 1 1 20 1 3 20 1 6 20 20 201 39 201 �20 201 41 360 20 1 4460 9140 8200 TOTAL CONNECTED LOAD: 21800 VA + -y 3 + (208) = 61 AMPS BUSWAY "RB" 160A, 120/208V, 30, 4W LOADS CIRCUIT DESCRIPTION BKR # 0 A 0 B 0 C # BKR CIRCUIT DESCRIPTION SALES WALL SALES WALL SALES WALL SALES WALL SALES WALL SALES WALL SALES WALL GONDOLA SALES GONDOLA SALES WALL SALES WALL SALES WALL SALES GONDOLA SALES WALL ENVIRON DISPLAY ENVIRON DISPLAY SALES GONDOLA SALES GONDOLA CLEANING RECEPTACLE RF SCANNER CLEAN RECEPTACLES STS FRAME TOTAL VOLT -AMPS 201 1 —00 2 201 SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA GONDOLA SYSTEMS ROOM SYSTEMS ROOM SYSTEM ROOM ENVIRON DISPLAY DISPLAY 1000 Z 3 4 201 1080 201 5 1000 ��l 1800 6 201 7 1000 8 201 1080 201 9 1000 0 201 1080 20111 1000 201 1080 2 2011 1000 143 20/ 71 1080 Z 1 100020SALES 6 1 1440 20 1 1 1000 20 1 1080 18 20 1 19 1800 2 2011800 1440 201 21 201 1080 201 3 1800 201 1440 201 2 1000 6201 1080 201 7 201 18 0 201 9 201 1000 00 20 1 31 1000 20 1 1440 201 3 500 201 1080 20 1 5 1800 20/SALES 1 1080 6 20 1 3 180 20 1 1000 201 9 201 1180 —000 201 1 180 2042 1 1000 20 1 3 360 20 1 1000 20 1 5 1000 —20/1ENVIRON 6 1 1000 17260 17120 17060 TOTAL CONNECTED LOAD: 51440 VA + -13 + (208) = 143 AMPS PANEL TL FLOOR RISER DIAGRAM NOTES 1. REFER TO ENERGY MANAGEMENT SYSTEM RISER DIAGRAM SHEET E7.0 FOR CONDUIT AND WIRE SIZES. BUSWAY "RC" 160A, 120/208V, 30, 4W LOADS CIRCUIT DESCRIPTION BKR # 0 A 0 B 0 C # BKR CIRCUIT DESCRIPTION SALES WALL SALES WALL SALES WALL SALES WALL SALES WALL SALES WALL SALES WALL SECURITY SENSOR RECEPT SALES GONDOLAS SALES GONDOLA SALES GONDOLA STS FRAME SALES GONDOLA _ SALES GONDOLA SALES GONDOLA SALES GONDOLA TOTAL VOLT -AMPS 201 1 900 2 201 SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA PLASMA TV DISPLAY PLASMA TV DISPLAY AUTOMATIC DOOR AUTOMATIC DOOR AUTOMATIC DOOR AUTOMATIC DOOR SECURITY GRILLE SECURITY GRILLE CASH REGISTERS CASH REGISTERS _ _ - _ 201 3 4 201 7200 20 1 5 1800 20 1 1440 6 20 1 7 8 20 1 20 1 9 0 20 1 20 1 11 20 1 500 2 711-- 14 Z 500 20 771 1 - 16 20 1 20 1 1 - 20/- 1 18 20 1 19 - 2 20 1 1- 20 1 21 1200 20 1 1200 201 3 201 180000 20 1 2 - 6 20 1 1200 201 �/l 127 176 201 29 1876 201 201 31 201 1 0 2013 720 201 1000 20 1 3 - 20 1 - 6 20 1 20 1 3 1800 20 1 39 360 20 1 20 1 41 1800 20 1 7320 8696 9896 TOTAL CONNECTED LOAD:Z591Z VA + -J3 + (208) _ /Z AMPS BUSWAY "RD" 160A, 120/208V, 30, 4W LOADS CIRCUIT DESCRIPTION BKR # 0 A 0 B 0 C # BKR CIRCUIT DESCRIPTION CASH REGISTERS CASH REGISTERS CASH REGISTERS CASH REGISTERS DELAYED EGRESS DOOR VAULT CREDIT OPS/GENERAL OFFICE CUSTOMER SERVICE CUSTOMER SERVICE COPIER SALES WALL SALES WALL SALES WALL SALES WALL SALES WALL SALES WALL SALES WALL SALES WALL SALES WALL SALES WALL SALES WALL TOTAL VOLT --AMPS 201 1 2 201 SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA RF SCANNER SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA SALES GONDOLA CLEANING RECEPTACI CASH REGISTERS CASH REGISTERS CLEANING RECEPTACI 1000 201 3 100 4 201 X-1 5 1000 201 1440 6 20 1 7 1440 8 20 1 1440 20 1 9 100 0 20 1 1800 201 11 900 201 1 1080 2 20 1 1 1260 14 20 1 '1440 201 1 16 201 7 00 201 17 1000 201 1440 18 20 1 19 1000 2 20 1 1$00 20 1 21 1800 20 1 180 201 3 201 1440 20 1 2 1800 0/11 1800 201 7 1800 — 201 1800 711 9 1800 20 1 1440 Z 31 1800 20 1 1440 20 1 3 900 20 1 1440 20 1 5 1800 20 1 180 6 20 1 3 1800 20 1 1000 20 1 9 900 20 1 1000 20 1 1 20 1 180 18760 15160 15500 I U I AL CUNNtC 1 tU LUAU: 4y4LU VA + y 3 + (ZUtf) = I Jb AWS E E BUSWAY- "RA" BUSWAY- "RB" BUSWAY- "RC" BUSWAY- "R CABLE TAP BOX TYPICAL 11111, qjjlll`lljII�j 11 X J 1. UNLESS OTHERWISE SPECIFIED ALL LIGHTING CONTACTORS SHALL BE ENCLOSED TYPE, ELECTRICALLY OPERATED, ELECTRICALLY HELD WITH NORMALLY OPEN (N.O.) CONTACTS RATED AT 20 AMPS, WITH 120 VAC COILS AND CONTROLLED BY THE EMS PANEL. LC#1 - 2 POLES LC#4 - 100A, 3P LC#2 - 10 POLES LC#5 - 2 POLES LC#3 - 4 POLES LC#6 - 6 POLES INCOMING ELECTRICAL SERVICE DIVISION OF RESPONSIBILITY. ELEC. UTILITY DEVELOPER REMARKS: CONTR. CO. PRIMARY ❑ ❑ CONDUIT PRIMARY ❑ ® ❑ CONDUCTORS TRANSFORMER ❑ ❑ PAD ❑ ❑ BOLLARDS ® ❑ ❑ SECONDARY ® ❑ DEVELOPER TO PROVIDE CONDUIT WITHIN 5'-0" OF BLDG. SECONDARY ® ❑ SBYLUTILITY CONDUCTORS WIRINGHTHROUGH CO. TRANSFORMER ❑ ❑ CONNECTIONS C/T ENCLOSURE ® ❑ ❑ INSTALLED BY ELEC. C/rs ❑ ® ❑ METER BASE ® ❑ ❑ METER ❑ ❑ N OTE: THE ELEC. CONTRACTOR SHALL CONTACT & COORD. ALL REQUIREMENTS & RESPONSIBILITIES WITH UTILITY CO. PRIOR TO SUBMITTING BID. UTILITY CONTACT: CHARLIE JOHNSON FLORIDA POWER AND LIGHT 2626 SR 46 SANFORD, FL 32771 PHONE NUMBER (407) 328-1922 N.E.C. DEMAND LOAD SUMMARY LIGHTING AND INTERIOR SIGNS: 63.3 KVA x 1.25 = 79.1 KVA EXT. SIGNS: 9.0 KVA x 1.25 = 11.3 KVA RECEPTACLES & PLUGMOLD: 177 KVA 10KVA x1.0=10.0KVA 167 KVA x .5 = 83.5 KVA ROOF TOP UNITS (AC LOAD): 221.2 KVA x 1.0 = 221.2 KVA MISC. LOADS: 56.0 KVA x 1.0 = 56.0 KVA TOTAL DEMAND LOAD = 461.1 KVA = 480 -= 555 A oa p O °0 ° 0 c ° N 0� m c *- 00 m Q C m0 mo °a IL L: L Q U L: 2 c U .o > 0 a Q O cD m z m > 0 0 y Q u Q 0 (d 0 a Q W uj Z J 0- UJ Lu 5 0 0 % 0 11 0 c® g W z 6 V +1_ a(, 0 � R U mh EO aZ +' Q Q® LL ALL ouj c cd< 0< �® I`�/i into oIL0 w w I! ,I I 0 0 as® `7 CONTRACT aa�. k E6mO i 0 N N CONTRACTOR SHAL LABEL EACH SENS, AT COLUMN. W SCALE NONE SCALE NONE ENERGY MANAGEMENT SYSTEM RISER DIAGRAM SCALE NONE. I E.M.S. KEYED NOTES I 0NOVAR EXECUTIVE CONTROLLER. "TERMINAL STRIPS "TB1, T63, & T134" ARE FURNISHED AND INSTALLED WITH CONTROLLER. MOUNT ON PLYWOOD BACKBOARD. O ALL WIRING RUN BETWEEN TERMINAL STRIPS "CTPB-1 TO T133 & T134" SHALL BE BELDEN, #8761 AS NOTED. O3 ALL WIRING RUN BETWEEN TERMINAL STRIPS "CTPB-1 AND TB1" SHALL BE #14 GAUGE, MACHINE TOOL WIRE, RED COLOR AS NOTED. O4 CONTROL PANEL NO.1, NEMA TYPE 1 HINGED COVER, INTERIOR PANEL WITH LATCH KEY IN COVER. 20"H X 16"W X 6"D. O5 STANDARD 300 VOLT CHANNEL MOUNT TERMINAL BLOCK SYSTEM. O6 TR-1(30VA) & TR-2(100 VA) 120: 24V TRANSFORMER. O7 SLAVE RELAY. IDEC #RR18A-U-AG24V WITH BASE #SR313-05 DESIGNATED "R1 THRU R6". TYPICAL FOR 6. ALL RELAYS SHALL BE OF THE PLUG -IN -TYPE. OB AUTO DIALER BY OTHERS. O ALL WIRING SHALL BE #14 GUAGE, MACHINE TOOL WIRE, RED COLOR. 10 BRANCH CIRCUIT WIRING. 11 7 BELDEN #8761 RUN BETWEEN "CPTB-1" & JUNCTION BOX "EMS2", 3/4"C. 12 ALL WIRES AT BOTH TERMINAL STRIPS AND DEVICES SHALL BE IDENTIFIED, NUMBERS/LETTERS SHOWN, WITH WIRE MARKER TAPE. 13 JUNCTION BOX MOUNTED ABOVE SUSPENDED CEILING. 14 FIRE ALARM CONTROL PANEL. G 01 BELDEN #8761. WIRE #'S 67-68. (NORMAL OPEN CONTACT ON ALARM SIDE OF FACP.) 0 16 OUTDOOR SENSOR ASSEMBLY. SEE MOUNTING DETAIL THIS SHEET. 0OUTDOOR LIGHT SENSOR. WIRES #42-43. 0 18 OUTDOOR TEMPERATURE SENSOR. WIRES #60-61-62. 19 TELEPHONE CABLE, BY OTHER. 20 2 BELDEN #8761, 1/2"C, WIRES #42-43-60-61-62. 21 BELDEN #8760, 1/2"C. WIRES #39-40-41. THIS CABLE IS MAIN COMMUNICATION CABLE BETWEEN ROOF TOP UNITS (RTU) & NOVAR EXECUTIVE CONTROLLER. LOOP CABLE BETWEEN ALL RTU'S. 22 ROOM TEMPERATURE SENSOR. SEE MOUNTING DETAILS THIS SHEET. 23 1 BELDEN #8760, 1/2"C. WIRES #5-9. THIS CABLE RUNS BETWEEN ROOM SENSOR & RTU. 24 TERMINATE BELDEN CABLE WIRES ON TERMINAL BLOCK "TB1" LOCATED WITHIN ROOF TOP UNIT.. 25 SEE ENLARGED DETAIL FOR EXACT NUMBER OF WIRES AND WIRE NUMBERING. 26 CIRCUITS PANEL A-20,22,24 (4#12, 1/2" C.) 27 WIRES #24W, R4, R6, 1/2"C. 28 WIRES #24W, R4, 1/2" C. 29 WIRES #22W, 24W, R1, R2, R3, R5, 1/2"C. 30 WIRES #22W, 24W, R1, R2, R3, R5, 65, 66, 1 /2"C. 31 1 BELDEN #8761. WIRES #65, 66, 1/2"C. 32 6#14, 1/2"C. FOR TRIP FUNCTIONS. CONTRACTOR SHALL COORDINATE ALL CONNECTION WITH BUILDING ALARM CONTRACTOR. 33 BELDEN #8761 WIRE NOS. 46 & 47, TO SECURITY PANEL "SP"-1. 34 PHASE LOSS RELAY. 35 WIRES #63 AND #64, 2#14 AWG, 1/2"C FOR UILITY COMPANY PULSE METER. 4C #16 GA THERMOSTAT WIRE CONTACTOR FUNCTION SCHEDULE CONTACTOR NO. RELAY NO. FUNCTION TIME ON * TIME OFF LC-1 R-1 WAREHOUSE LTG 7:00 AM 10:00 PM LC-2 R-2 SALES LIGHTING 7:30 AM 10:00 PM LC-3 R-3 OFFICE LIGHTING 7:30 AM 10:00 PM LC-4 R-4 SALES -DISPLAY LIGHTING 9:30 AM 10:00 PM LC-5 R-5 EXTERIOR WALLPACKS 5:00 PM 6:00 AM LC-6 R-6 EXTERIOR SIGNS 5:00 PM 11:00 PM * ON & OFF TIMES ARE FOR INITIAL SETTING'S ONLY (SET BY CIRCUIT CITY). 8 C CO. LOCATION 24V B 24V SLAVE RELAY WITH 10A. �� / 120V CONTACTS RELAY WIRING DIAGRAM SCALE NONE (1) BELDEN #8761 CABLE 4C #16 GA THERMOSTAT WIRE. FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. SEE 1/2" CONDUIT DETAIL 24/E7.0 4" SQUARE J-BOX. ROUGH -IN WALL OR MOUNT ON COLUMN AT 7'-0" AT NOTE: 7'-0" AFF TO CENTER FOR SENSOR & SURFACE MOUNT ON COLUMN 4'-0" AFF FOR THERMOSTAT. WHERE REQUIRED & RUN CONDUIT UP TO JOIST SPACE. 1/2" PLASTER RING PAINT TO MATCH COLUMN. MOUNTED HORIZONTAL. FLUSH MOUNT IN FURRED OUT COLUMNS. STANDARD TELEPHONE STAINLESS STEEL COVER PLATE WITH GROMMETED 3/4.0 HOLE. SENSOR OR T-STAT (PIG TAIL TO BE INSIDE BOX) --\\ SENSOR OR T-STAT COVER SCALE NONE 1;7,,1) TERMINAL BLOCK "TB1" IN LENNOX ROOF TOP UNIT 39 (BLACK) - 1CB� 39 (BLACK) - 2 40 (SHIELD) 3 4 0-0 5 40 (SHIELD) p 5 (BLACK) + Irl 41 (CLEAR) + 8 9 0-0 10 - �. — CO2 SENSOR AT RTU-1,2, AND 3 ONLY. TO RTU TYP. x8 WIRING DIAGRAM SCHEDULE RELAY NO. CONTACTOR NO. WIRE NUMBERS A B C D E R-1 LC-1 3 5 228 22W R1 R-2 LC-2 3 7 228 22W R2 R-3 LC-3 3 9 22B 22W R3 R-4 LC-4 3 11 24B 24W R4 R-5 LC-5 3 13 22B 22W R5 R-6 LC-6 3 15 24B 24W R6 SCALE NONE 9 (CLEAR) - 41 (CLEAR) + SCALE NONE TYPICAL: ALL WIRING RUN BETWEEN "T61" SHALL BE CONTINUOUS NO SPLICES. TO EXECUTIVE CONTROLLER WIRES NO. 39,40.41 5 (BLACK) + BLACK RED -9 (CLEAR) AIM SENSOR NORTH OUTDOOR SENSOR ASSEMBLY —// MOUNTING BRACKETS --�_ 1/2" RIGID CONDUIT —� MOUNTING BRACKETS CROUSE HINES LB FITTING # LB17 BODY, # 170 COVER, # 571 GASKET. (OR EQUAL) 1/2" SEALTITE CONDUIT 1/2" CONDUIT THRU WALL. SEAL PENETRATION W/ CAULKING. — SCALE NONE PANEL "PP" CCTS. 32,34,36 SCALE NONE N CLOSE NIPPLE CO2 SENSOR BOX. / NOTE: CONTRACTOR SHALL LABEL EACH SENSOR FOR RTU SERVED. CLEAR SHIELD CLEAR ROOF (2) 8761 CABLES TO EMCS (OTS & ALS) NOTE: REFER TO SHEET E4.0 FOR EXACT LOCATION OF OUTDOOR SENSOR. ;BLACK) TO EXECUTIVE CONTROLLER WIRES NO. 65 & 66. CLEAR) 3a P�SE LOSS RELAY zo i oil 11 m I � Ca9 a la 2 r � U I '0 m 0 B 0 o Z 0 m y ° U Q N � ° a Q j f uj afA v/ 0 CL mw 0Z Q 0 Z 0 cc � 0 a U 00 0-0 aZ Q® E0 W I �< ®a Wo 2® 1=CO v,� oWC) C9 f9 d tN9 Z N O O i N �yy U W I W p LIP 0 ALL INQUIRES PERTAINING TO THE E.M.S. AND CONTROL SYSTEM SHOULD BE DIRECTED TO: DARLA HURST NOVAR NATIONAL ACCOUNTS 3333 COPLEY ROAD COPLY, OH 44321 (330)-670-1010 L L. O o 0 00 W a `�} cc 4 U o 0 Co f4i Z F" aAsh d 1 } a � to CA 0 PhasF CONTRACT f ri A rhoot Nei. ETO s I. i I - ,r � s