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150 SHERRY DR CHURCH ADDITIONCOMMUNITY PRESBYTERIAL CHURCH Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 VOL s VIA Concepts, LLC 241 Atlantic; Blvd., Suite Neptune Beach, FL 3226'6#15, FL LLC N0. L02000002952 G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vectra Beach, Florida 32082 Certificate of Authorization X26181 Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 The Ohmego Group, LLC 1652 San Marco Boulevard Jacksonville Florida 32207 FL CSA #25911 FL PE #59813 CONTENTS FOR PHASE 2 SUBMITTAL COVER SHEET A-000 GENERAL NOTES, SYMBOLS & ABBREVIATIONS CIVIL C-1 DEMOLITION PLAN C-2 GEOMETRY SITE PLAN C-3 PAVING & DRAINAGE PLAN C-4 WATER & SEWER PLAN C-5 DETAILS (1) C-6 DETAILS (2) C-7 STORMWATER POLLUTION PLAN C-8 STORMWATER POLLUTION DETAILS LANDSCAPE MINISTRY LA -1 TREE REMOVAL PLAN LA -2 A LANDSCAPE GRADING & DRAINAGE LA -3 A-101 HARDSCAPE PLAN LA -3A A-102 HARDSCAPE DETAILS LA -4 A—A100 LANDSCAPE PLAN LA -5 A—A101 IRRIGATION PLAN ARCHITECTURAL MINISTRY A-100 — DEMOLITION & SITE CLEARING PLAN A -100A SITE PLAN ROOF FRAMING PLAN A-101 MINISTRY WALKWAY PLAN — A-102 S—AO06 WALKWAY ELEVATIONS AND SECTION A—A100 HOLLOWCORE DETAILS MINISTRY CENTER — FLOOR PLANS A—A101 ES AND MINISTRY CENTER — REFLECTED CEILING PLANS A—A102 P-1`101 MINISTRY CENTER — EXTERIOR ELEVATIONS A—A103 BUILDING MINISTRY CENTER — BUILDING SECTIONS A—A104 BUILDING MINISTRY CENTER — WALL SECTIONS A—A105 S-1`004 MINISTRY CENTER — SCHEDULES AND DOOR, WINDOW & WALL TYPES A—C100 FRAMING DETAILS ADMINISTRATION - DEMOLITION PLAN, FLOOR PLAN & REFLECTED F j ROOF CEILING PLAN S—F006 A—C101 F ADMINISTRATION — SCHEDULES AND DOOR & WALL TYPES A—F100 BUILDING FELLOWSHIP HALL — FLOOR PLAN A—F101 FELLOWSHIP HALL — ROOF PLAN & REFLECTED CEILING PLAN A—F102 FELLOWSHIP HALL — ENLARGED PLANS A—F103 FELLOWSHIP HALL — LIFE SAFETY PLAN A—F104 FELLOWSHIP HALL — FLOOR PATTERN FLOOR PLAN A—F105 FELLOWSHIP HALL — BUILDING ELEVATIONS A—F106 FELLOWSHIP HALL — BUILDING ELEVATIONS A—F107 FELLOWSHIP HALL — BUILDING SECTIONS A—F108 FELLOWSHIP HALL — BUILDING SECTIONS A—F109 FELLOWSHIP HALL — INTERIOR ELEVATIONS AND DETAILS A—F110 FELLOWSHIP HALL — SCHEDULES & DETAILS A—F111 FELLOWSHIP HALL — DETAILS " STRUCTURAL S—A001 GENERAL NO --ES AND TYPICAL CMU DETAILS S—A001 A FOUNDATION DETAILS S—AO02 MINISTRY CE]TER — FOUNDATION PLAN S—AO03 MINISTRY CENTER — 2ND FLOOR FRAMING PLAN S—AO04 MINISTRY CENTER — ROOF FRAMING PLAN S—A005 MINISTRY CEI`JTER — TYPICAL DETAILS S—AO06 MINISTRY CENTER — HOLLOWCORE DETAILS S—F001 GENERAL N0-' ES AND TYPICAL CMU DETAILS S—F001 A FOUNDATION P-1`101 DETAILS BUILDING S—F002 BUILDING F — FOUNDATION PLAN S-1`003 BUILDING F — ROOF FRAMING PLAN S-1`004 BUILDING F — ROOF FRAMING DETAILS S—F005 BUILDING F j ROOF FRAMING DETAILS S—F006 BUILDING F ROOF FRAMING DETAILS S— F007 BUILDING F — BRACING ELEVATIONS AND DETAILS MECHANICAL M-001 HVAC SCHEDULES M-002 HVAC DETAILS, LEGEND & GENERAL NOTES M—A100 BUILDING A—MINISTRY CENTER—HVAC FIRST & SECOND FLOOR PLANS M—C100 BUILDING C—ADMINISTRATION BUILDING—HVAC FLOOR PLAN M—F100 BUILDING F—FELLOWSHIP HALL—HVAC FLOOR PLAN PLUMBING & FIRE PROTECTION SCHEDULE (PHASE 2) FIRE ALARM P-001 ELECTRICAL PLUMBING DETAILS, GENERAL NOTES LEGEND & BASIS OF DESIGN P—A100 BUILDING FLOOR PLAN—ELECTRICAL (PHASE 2) BUILDING A—MINISTRY CENTER—PLUMBING PLANS AND RISERS P—C100 FLOOR PLAN—POWER AND SYSTEMS (PHASE 2) BUILDING C—ADMINISTRATION BUILDING—PLUMBING PLAN AND RISERS P-1`100 FIRE ALARM BUILDING F—FELLOWSHIP HALL—PLUMBING PLAN AND ENLARGED PLANS P-1`101 ELECTRICAL BUILDING F—FELLOWSHIP HALL—PLUMBING RISERS FP -1100 BUILDING F—FELLOWSHIP HALL—FIRE PROTECTION ELECTRIC EO.01 EO.03 E0.04 EO.12 EO.22 E2.11 E4.01 E4.02 E5.01 E6.12 E6.13 E6.14 E7.01 E7.02 E7.03 E7.04 E7.11 E8.01 E8.02 E8.03 ELECTRICAL NOTES AND LEGEND (PHASE 2) LIGHTING FIXTURE SCHEDULE (PHASE 2) FIRE ALARM \IOTES (PHASE 2) ELECTRICAL SITE PLAN (PHASE 2) ELECTRICAL L)EMOLITION PLAN—ADMINISTRATION BUILDING (PHASE 2) ADMINISTRATION BUILDING FLOOR PLAN—ELECTRICAL (PHASE 2) MINISTRY CENTER FLOOR PLAN—LIGHTING (PHASE 2) MINISTRY CENTER FLOOR PLAN—POWER AND SYSTEMS (PHASE 2) FELLOWSHIP HALL FLOOR PLAN—ELECTRICAL (PHASE 2) ELECTRICAL RISER DIAGRAM—REVISED (PHASE 2) FIRE ALARM RISER DIAGRAMS (PHASE 2) COMMUNICATIONS RISER DIAGRAM (PHASE 2) ELECTRICAL DETAILS .(PHASE 2) ELECTRICAL DETAILS (PHASE 2) ELECTRICAL DETAILS (PHASE 2) ELECTRICAL DETAILS (PHASE 2) ENLARGED ELECTRICAL ROOMS & KITCHEN AREA PLANS (PHASE 2) ELECTRICAL CH SEDULES (PHASE 2) ELECTRICAL SCHEDULES (PHASE 2) ELECTRICAL SCHEDULES (PHASE 2) COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 B. Burke & Associates 1015 Atlantic Blvd. Ste. 323 Atlantic Beach, Florida 32233 NO. I REVISION/ISSUE COVER SHEET DATE PERMIT DOCUMENTS 00050817 PROJ. NO. ASV DWN BY AS SHOWN SCALE 05-03-06 DATE COVER APPLICABLE CODES: FLORIDA BUILDING CODE 2001 FLORIDA BUILDING CODE 2004 OCCUPANCY - A3 - ASSEMBLY SECTION 303 OCCUPANCY - A3 - ASSEMBLY SECTION 303 CONSTRUCTION TYPE IIIB CONSTRUCTION TYPE IIIB SEPARATIONS - TABLE 601 SEPARATIONS - TABLE 601 STRUCTURAL FRAME - 0 STRUCTURAL FRAME - 0 BEARING WALLS - 0 BEARING WALLS - 0 COLUMNS - 0 COLUMNS - 0 TRUSSES - 0 TRUSSES - 0 ROOF/CEILING - 0 ROOF/CEILING - 0 EXTERIOR BEARING WALLS - 0 EXTERIOR BEARING WALLS - 0 EXTERIOR NONBEARING WALLS - 0 EXTERIOR NONBEARING WALLS - 0 INTERIOR FINISHES - TABLE 803.5 INTERIOR FINISHES - TABLE 803.5 C C OCCUPANT LOAD - TABLE 1004.1.2 OCCUPANT LOAD - TABLE 1004.1.2 BUILDING DATA: YOUTH HALL ADMIN-MECH./ELEC. EDUCATION BLDG. BUILDING DATA: YOUTH HALL ADMIN-MECH./ELEC. EDUCATION BLDG. EXPANSION SIZE 1,008 (GSF) 250 (GSF) NO CHANGE EXISTING 1,709 (GSF) 2,717 TOTAL (GSF) 250 TOTAL (GSF) NO CHANGE 2,717 TOTAL GSF 250 TOTAL (GSF) NO CHANGE 1,876 TOTAL (NSF) OCCUPANT LOAD - TABLE 1004.1.2 OCCUPANT LOAD - TABLE 1004.1.2 YOUTH HALL ADMIN.-MECH./ELEC. EDUCATION BLDG. YOUTH HALL ADMIN.-MECH./ELEC. EDUCATION BLDG. 15 NET/1,876 300 GSF/OCCUPANT NO CHANGE TOTAL OCCUPANCY CALCULATED = 126 PERSONS EGRESS: - TABLE 1005.1 EGRESS: - TABLE 1005.1 200 FT. MAX. TRAVEL DISTANCE TO EXIT 200 FT. MAX. TRAVEL DISTANCE TO EXIT 20 FT. MAX DEAD END CORRIDOR LENGTH 20 FT. MAX DEAD END CORRIDOR LENGTH EGRESS WIDTH - 0.2" PER PERSON SERVED EGRESS WIDTH - 0.2" PER PERSON SERVED 0.2" @ 126 PERSONS = 25" 0.2" @ 126 PERSONS = 25" 25" CALCULATED REQUIRED CLEAR WIDTH 25" CALCULATED REQUIRED CLEAR WIDTH 36" MIN. CORRIDOR WIDTH" 32" MIN. CLEAR OPENING OF EXIT DOOR 32" MIN. CLEAR OPENING OF EXIT DOOR FIRE EXTINGUISHERS: PROVIDED ACCORDING WITH NFPA 10 FIRE EXTINGUISHERS: PROVIDED ACCORDING WITH NEPA 10 NUMBER OF EXITS: 2 PROVIDED SECTIONS 1005 NUMBER OF EXITS: 2 PROVIDED SECTIONS 1005 ROUGH OPENING FLORIDA BUILDING CODE 2001 OCCUPANCY - A3 - ASSEMBLY SECTION 303 FLORIDA BUILDING CODE 2001 CONSTRUCTION TYPE IIIB OCCUPANCY - A3 - ASSEMBLY SECTION 303 SEPARATIONS - TABLE 601 CONSTRUCTION TYPE IIIB STRUCTURAL FRAME - 0 SEPARATIONS - TABLE 601 BEARING WALLS - 0 STRUCTURAL FRAME - 0 COLUMNS - 0 BEARING WALLS - 0 TRUSSES - 0 COLUMNS - 0 ROOF/CEILING - 0 TRUSSES - 0 EXTERIOR BEARING WALLS - 0 ROOF/CEILING - 0 EXTERIOR NONBEARING WALLS - 0 EXTERIOR BEARING WALLS - 0 INTERIOR FINISHES - TABLE 803.5 EXTERIOR NONBEARING WALLS - 0 C INTERIOR FINISHES - TABLE 803.5 OCCUPANT LOAD - TABLE 1004.1.2 C BUILDING DATA: YOUTH HALL ADMIN-MECH./ELEC. OCCUPANT LOAD - TABLE 1004.1.2 EXPANSION SIZE 1,008 (GSF) 250 (GSF) BUILDING DATA: YOUTH HALL ADMIN-MECH./ELEC. EDUCATION BLDG. EXISTING 1,709 (GSF) EXPANSION SIZE 1,008 (GSF) 250 (GSF) NO CHANGE 2,717 TOTAL (GSF) 250 TOTAL GSF) EXISTING 1,709 (GSF) 1,876 TOTAL (NSF) 2,717 TOTAL (GSF) 250 TOTAL (GSF) NO CHANGE OCCUPANT LOAD - TABLE 1004.1.2 1,876 TOTAL (NSF) YOUTH HALL ADMIN.-MECH./ELEC. OCCUPANT LOAD - TABLE 1004.1.2 15 NET/1,876 300 GSF/OCCUPANT YOUTH HALL ADMIN.-MECH./ELEC. EDUCATION BLDG. TOTAL OCCUPANCY CALCULATED = 126 PERSONS 15 NET/1,876 300 GSF/OCCUPANT NO CHANGE EGRESS: - TABLE 1005.1 TOTAL OCCUPANCY CALCULATED = 126 PERSONS 200 FT. MAX. TRAVEL DISTANCE TO EXIT EGRESS: - TABLE 1005.1 20 FT. MAX DEAD END CORRIDOR LENGTH 200 FT. MAX. TRAVEL DISTANCE TO EXIT EGRESS WIDTH - 0.2" PER PERSON SERVED 20 FT. MAX DEAD END CORRIDOR LENGTH 0.2 Q 126 PERSONS = 25" EGRESS WIDTH - 0.2" PER PERSON SERVED 25" CALCULATED REQUIRED CLEAR 0.2" @ 126 PERSONS = 25" 36" MIN. CORRIDOR WIDTH" 25" CALCULATED REQUIRED CLEAR WIDTH 32" MIN. CLEAR OPENING OF EXIT DOOR 36" MIN. CORRIDOR WIDTH" FIRE EXTINGUISHERS: PROVIDED ACCORDING WITH NFPA 10 32" MIN. CLEAR OPENING OF EXIT DOOR NUMBER OF EXITS: 2 PROVIDED SECTIONS 1005 FIRE EXTINGUISHERS: PROVIDED ACCORDING WITH NFPA 10 KIT. NUMBER OF EXITS: 2 PROVIDED SECTIONS 1005 FLORIDA BUILDING CODE 2001 OCCUPANCY - A3 - ASSEMBLY SECTION 303 54" MIN CONSTRUCTION TYPE IIIB ABBC AT ORIS SEPARATIONS - TABLE 601 STRUCTURAL FRAME - 0 y 42" MIN." BEARING WALLS - 0 & COLUMNS - 0 AND TRUSSES - 0 EACH ROOF/CEILING - 0 JANITOR EXTERIOR BEARING WALLS - 0 RADIUS EXTERIOR NONBEARING WALLS - 0 pa INTERIOR FINISHES - TABLE 803.5 AT C EACH WAY OCCUPANT LOAD - TABLE 1004.1.2 JOINT BUILDING DATA: YOUTH HALL ADMIN-MECH./ELEC. EDUCATION BLDG. EXPANSION SIZE 1,008 (GSF) 250 (GSF) NO CHANGE EXISTING 1,709 (GSF) CENTERLINE 2,717 TOTAL (GSF) 250 TOTAL GSF) NO CHANGE 1,876 TOTAL (NSF) OCCUPANT LOAD - TABLE 1004.1.2 REQUIRED YOUTH HALL ADMIN.-MECH./ELEC. EDUCATION BLDG. 15 NET/1,876 300 GSF/OCCUPANT NO CHANGE TOTAL OCCUPANCY CALCULATED = 126 PERSONS ELECTRICAL EGRESS: - TABLE 1005.1 200 FT. MAX. TRAVEL DISTANCE TO EXIT ROOF DRAIN 20 FT. MAX DEAD END CORRIDOR LENGTH # EGRESS WIDTH - 0.2" PER PERSON SERVED POUND OR NUMBER 0.2 Q 126 PERSONS = 25" ELECTRICAL WATER COOLER 25" CALCULATED REQUIRED CLEAR WIDTH 36" MIN. CORRIDOR WIDTH" ROOM 32" MIN. CLEAR OPENING OF EXIT DOOR FIRE EXTINGUISHERS: PROVIDED ACCORDING WITH NFPA 10 NUMBER OF EXITS: 2 PROVIDED SECTIONS 1005 ELEVATION LIST OF ATTACHMENTS: FELLOWSHIP HALL, MINISTRY CENTER AND ADMINISTRATION BLDG. SIGNED AND SEALED ENERGY EFFICIENCY CALCULATIONS PROJECT WORK ABSTRACT PERTAINS TO THE FOLLOWING: NEW CONSTRUCTION FELLOWSHIP HALL OCCUPANCY A3 SINGLE -LEVEL ASSEMBLY HALL 7,175 GSF - CMU/STEEL WALL, STEEL JOIST METAL DECK ROOF MINISTRY CENTER OCCUPANCY E TWO-LEVEL EDUCATIONAL BUILDING FIRST LEVEL - 2194 GSF SECOND LEVEL - 3144 GSF CDUCAALLf� PPRDEG ENGINEERED WOOD TRUSS ALL WORK TO BE DONE IN LOWER LEVEL ONLY RENOVATIONS TO AFFECT UNDER 20% OF EXISTING STRUCTURE NEW FRONT ENTRANCE MODIFICATION OF (4) WINDOWS ® WEST WALL PROJECT INTERIOR WORK PERTAINS ONLY TO THE FOLLOWING: YOUTH HALL RENOVATION AND PAINTING (NEW FINISHES) ADMIN.-MECH./ELEC. PATCHING AND PAINTING EDUCATION BLDG, MINOR INTERIOR RENOVATIONS ONE NEW TOILET ROOM FIRST LEVEL - 2194 GSF SECOND LEVEL - 3144 GSF FIRST LEVEL - 2194 GSF SECOND LEVEL - 3144 GSF DRAFT RC SYMBOLS 7 INTERIOR ELEVATION \ELEVATION IDENTIFICATION A- 002 :DRAWING SHEET ON WHICH ELEVATION IS DETAILED BUILDING SECTION DETAIL OR SECTION IDENTIFICATION DRAWING SHEET ON WHICH SECTION IS DETAILED ELEVATION ELEVATION IDENTIFICATION DRAWING SHEET ON WHICH SECTION IS DETAILED DETAIL DETAIL OR SECTION IDENTIFICATION (3: DRAWING SHEET ON WHICH SECTION IS DETAILED DETAIL DETAIL IDENTIFICATION DRAWING SHEET 1 [--DENOTED AREA BEING DETAILED ROOM IDENTIFICATION WOMEN ROOM NAME F0 O ROOM NUMBER DOOR IDENTIFICATION PLAN IDENTIFICATION ONLY �T DOOR IDENTIFICATION INTERIOR WALL IDENTIFICATION PLAN IDENTIFICATION ONLY R WALL TYPE IDENTIFICATION WINDOW IDENTIFICATION PLAN IDENTIFICATION ONLY (i) WINDOW IDENTIFICATION MATERAE LEGEND C.M.U. BATT INSULATION II WOOD BLOCKING RIGID INSULATION CONCRETE a a D EARTH PLYWOOD FINISH WOOD ACCESS BS REFERENCES THIS EACIDLTY IS TO BE 100% HANDICAP COMPLIANCE AS PER GOVERNING AUTHORITIES. NOTE: 18" 455 36" 915 L I «u CLEAR FLOOR SPACE AT WATER CLOSETS (NOT INSTALL) 36" MIN.k 915 36" MI1' 2'_ -MIN. �12" MIN 305 LO I I r� o �0I 00 (C) BACKWALL GRAB BARS AT WATER CLOSETS 54" MIN ABBC AT ORIS 1370 y 42" MIN." 12" MIN,__ 305 & 1065 AND EA. EACH JAN. JANITOR R. or r. RADIUS r� "t pa 17-19" AT E. W. EACH WAY JT. JOINT REINF. REINFORCEMENT SIDEWALL < CENTERLINE E. EAST WATER CLOSETS READ. REQUIRED 0 DIAMETER OR ROUND ELEC. ELECTRICAL R. D. ROOF DRAIN # POUND OR NUMBER E.W.C. ELECTRICAL WATER COOLER K.P. KICK PLATE RM. ROOM EL. ELEVATION KIT. KITCHEN R. 0. ROUGH OPENING A.F.F. ABOVE FINISHED FLOOR ELEV. ELEVATOR K.D. KNOCKED DOWN R. RISER A.C.T. ACOUSTIC CEILING TILE EMER.. EMERGENCYEQ, ADJ. ADJUSTABLE EQUAL A ADJACENT EQUIP. EQUIPMENT LIN. LINOLEUM SECT. SECTION AGG R. AGGREGATE E. F. EXHAUST FAN LAV. LAVATORY SH T. SHEET A.H.U. AIR HANDLER UNIT EXIST. EXP. JT. or E.J. EXISTING EXPANSION JOINT LT. LIGHT SHWR. SHOWER ALT. ALTERNATE EXP. EXPOSED LG. LONG SIM. SIMILAR AL OR ALUM. ALUMINUM EXT. EXTERIOR S. SOUTH L ANGLE S. C. SEALED CONCRETE A.D. AREA DRAIN MH MANHOLE SPEC. SPECIFICATIONS A.P. ACCESS PANEL M FR. MANUFACTURER SQ. SQUARE FT. or FEET M. 0. MASONRY OPENING SQ. FT. SQUARE FEET F. A. FIRE ALARM MAX MAXIMUM S.S. STAINLESS STEEL BM. BEAM F.E.C. FIRE EXTINGUISHER CABINET MECH. MECHANICAL STL. STEEL BITUM. BITUMINOUS F. E. FIRE EXTINGUISHER MET. or MTL. METAL STOR. STORAGE BLKG. BLOCKING FIN. FINISH MIN. MINIMUM STRUCT. STRUCTURAL BD. BOARD F.H.C. FIRE HOSE CABINET MIR. MIRROR SUSP. SUSPENDED BOT. BOTTOM FIXT. FIXTURE MISC. MISCELLANEOUS SYM. SYMMETRICAL BLDG. BUILDING FLASH. FLASHING MTD. MOUNTED S/TR SINGLE LEAF DOOR W/ TRANSOM FL. FLOOR CAB. CABINET F. D. FLOOR DRAIN CPT. CARPET FLUOR. FLUORESCENT N. NORTH TEL. TELEPHONE C. B. CATCH BASIN FTG. FOOTING N.I.C. NOT IN CONTRACT TEMP. TEMPERED CEI L. OR CLG. CEILING FDN. FOUNDATION NO. or # NUMBER THR. THRESHOLD CTR. CENTER FR. FRAME N.T.S. NOT TO SCALE T.O.S. TOP OF STEEL C. T. CERAMIC TILE FURR. FURRING T. TREAD CL. CLEAR TYP. TYPICAL CLOS. CLOSET OFF. OFFICE COL. COLUMN GA. GAUGE O.C. ON CENTER CONC. CONCRETE GALV. GALVANIZED OPG. OPENING U.O.N. UNLESS OTHERWISE NOTED CONC. BLK. CONCRETE BLOCK GL. GLASS OPP. OPPOSITE U. URINAL C.M.U. OR CMU CONCRETE MASONRY UNIT G.B. GRAB BAR 0. D. OUTSIDE DIAMETER CONST. JT. CONSTRUCTION JOINT GSF GROSS SQUARE FOOT O.A. OVERALL C.J. CONTROL JOINT GYP. GYPSUM O.S. OVERFLOW SCUPPER V. VENT CORR. CORRIDOR G.W.B. or GYP. BD. GYPSUM BOARD 0'H D. DR. OVERHEAD DOOR VERT. VERTICAL C. S. COUNTER SINK VEST. VESTIBULE V.C.T. VINYL COMPOSITION TILE DET. DETAIL H. or HDW. HARDWARE PR. PAIR V.W.C. VINYL WALL COVERING DIA. or 0 DIAMETER HT. HEIGHT P. LAM. M. PLASTIC LAMINATE DIM. DIMENSION H. C. HOLLOW CORE > or PLATE DIST. DISTANCE H.M. or H.MET. HOLLOW METAL PLYWD. PT PLYWOOD PAINT W. C. WATER CLOSET DR. DOOR HORIZ. HORIZONTAL . PO.T PORCELIN TILE W H WATER HEATER DBL. DOUBLE H. B. HOSE BIBB P.H. PANIC HARDWARE WP. WATERPROOF DN. DOWN PNL PANEL W.R. WATER RESISTANT D. S. DOWNSPOUT . W. WEST D. DRAIN WDW. WINDOW DWG. DRAWING 1. D. INSIDE DIAMETER (DIM) W/ WITH D.F. DRINKING FOUNTAIN INSUL. INSULATION QTY. QUANTITY W/0 WITHOUT D/TR DOUBLE LEAF DOOR W/ TRANSOM INT. INTERIOR Q. T. QUARRY TILE WD. WOOD DETAIL DETAIL IDENTIFICATION DRAWING SHEET 1 [--DENOTED AREA BEING DETAILED ROOM IDENTIFICATION WOMEN ROOM NAME F0 O ROOM NUMBER DOOR IDENTIFICATION PLAN IDENTIFICATION ONLY �T DOOR IDENTIFICATION INTERIOR WALL IDENTIFICATION PLAN IDENTIFICATION ONLY R WALL TYPE IDENTIFICATION WINDOW IDENTIFICATION PLAN IDENTIFICATION ONLY (i) WINDOW IDENTIFICATION MATERAE LEGEND C.M.U. BATT INSULATION II WOOD BLOCKING RIGID INSULATION CONCRETE a a D EARTH PLYWOOD FINISH WOOD ACCESS BS REFERENCES THIS EACIDLTY IS TO BE 100% HANDICAP COMPLIANCE AS PER GOVERNING AUTHORITIES. NOTE: 18" 455 36" 915 L I «u CLEAR FLOOR SPACE AT WATER CLOSETS (NOT INSTALL) 36" MIN.k 915 36" MI1' 2'_ -MIN. �12" MIN 305 LO I I r� o �0I 00 (C) BACKWALL GRAB BARS AT WATER CLOSETS Flo z, \N CLEAR j N FLOOR °0 SPACE 70M j- 760 CLEAR FLOOR SPACE LAVATORY COMMUNITY PRESBYTERIAN CHURCH =Mod CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 B. Burke & Associates 1015 Atlantic Blvd. Ste. 323 Atlantic Beach, Florida 32233 NO. I REVISION/ISSUE I DATE GENERAL NOTES, z SYMBOLS �C T L z� N N CLEARANCE ABBREVIATIONS 6" MAX KNEE 150 CLEARANCE 8" MIN. 205 17" MIN. j" 430 LAVATORY CLEARANCES PERMIT DOCUMENTS 00050817 ASV I AS SHOWN 05-03-06 PROJ. I` DWN BY I SCALE DATE 54" MIN 1370 y 42" MIN." 12" MIN,__ 305 1065 LC o z Ln r� "t 00 _ 17-19" °0 _ 430-915 (b) SIDEWALL GRAB BARS AT WATER CLOSETS Flo z, \N CLEAR j N FLOOR °0 SPACE 70M j- 760 CLEAR FLOOR SPACE LAVATORY COMMUNITY PRESBYTERIAN CHURCH =Mod CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 B. Burke & Associates 1015 Atlantic Blvd. Ste. 323 Atlantic Beach, Florida 32233 NO. I REVISION/ISSUE I DATE GENERAL NOTES, z SYMBOLS �C T L z� N N CLEARANCE ABBREVIATIONS 6" MAX KNEE 150 CLEARANCE 8" MIN. 205 17" MIN. j" 430 LAVATORY CLEARANCES PERMIT DOCUMENTS 00050817 ASV I AS SHOWN 05-03-06 PROJ. I` DWN BY I SCALE DATE CONTENTS DOR PHASE 2 SUBM TTAE MOB I AE LEGB D COVER SHEET BUILDING SECTION DETAIL OR SECTION IDENTIFICATION DRAWING SHEET ON WHICH SECTION IS DETAILED ELEVATION ELEVATION IDENTIFICATION DRAWING SHEET ON WHICH SECTION IS DETAILED DETAIL DETAIL OR SECTION IDENTIFICATION DRAWING SHEET ON WHICH SECTION IS DETAILED C.M.U. & AND Q AT < CENTERLINE 0 DIAMETER OR ROUND # POUND OR NUMBER BATT INSULATION A.F.F. ABOVE FINISHED FLOOR A.C.T. ACOUSTIC CEILING TILE ADJST. ADJUSTABLE ADJ. ADJACENT AGGR. AGGREGATE A.H.U. AIR HANDLER UNIT ALT. ALTERNATE WOOD BLOCKING AL OR ALUM. ALUMINUM L ANGLE A. D. AREA DRAIN A.P. ACCESS PANEL BM. BEAM BITUM. BITUMINOUS RIGID INSULATION BLKG. BLOCKING BD. BOARD BOT. BOTTOM Em BLDG. BUILDING CAB. CABINET CPT. CARPET CONCRETE C. B. CATCH BASIN CEIL. OR CLG. CEILING a CTR. CENTER C. T. CERAMIC TILE o CL. CLEAR CLOS. CLOSET COL. COLUMN EARTH CONC. CONCRETE CONC. BILK. CONCRETE BLOCK C.M.U. OR CMU CONCRETE MASONRY UNIT -- CONST. JT. CONSTRUCTION JOINT -- C. J. CONTROL JOINT CORR. CORRIDOR C. S. COUNTER SINK PLYWOOD DET. DETAIL DIA. or 0 DIAMETER DIM. DIMENSION DIST. DISTANCE DR. DOOR DBL. DOUBLE FINISH WOOD DN. DOWN D. S. DOWNSPOUT D . DRAIN DWG. DRAWING D. F. DRINKING FOUNTAIN D/TR DOUBLE LEAF DOOR W/ TRANSOM ABBREVAT OBS EA. EACH E. W A-000 GENERAL NOTES, SYMBOLS & ABBREVIATIONS EAST LANDSCAPE ELECTRICAL E.W.C. LA -1 TREE REMOVAL PLAN ELEVATION LA -2 LANDSCAPE GRADING & DRAINAGE EMER.. LA -3 HARDSCAPE PLAN EQUAL LA -3A HARDSCAPE DETAILS E.F. LA -4 LANDSCAPE PLAN EXISTING ARCHITECTURAL EXPANSION JOINT EXP. A-100 SITE PLAN EXTERIOR A-101 WALKWAY PLAN GALV. A-102 WALKWAY ELEVATIONS AND SECTION GLASS A—A100 MINISTRY CENTER — FLOOR PLANS GSF A —Al 01 MINISTRY CENTER — REFLECTED CEILING PLANS GYPSUM A—A102 MINISTRY CENTER — EXTERIOR ELEVATIONS A—A103 MINISTRY CENTER — BUILDING SECTIONS CASEWORK, SIGNAGE, COAT HOOKS, STORAGE RACKS, MARKER BOARDS, AND OTHER A—A104 MINISTRY CENTER — SECTIONS & DETAILS 1 --DENOTED AREA BEING A—A105 MINISTRY CENTER — SCHEDULES & DETAILS L EQUIPMENT OR FURNITURE SHOWN IS OWNER FURNISHED AND OWNER INSTALLED. A—C100 ADMINISTRATION — FLOOR PLAN & REFLECTED CEILING PLAN A—C101 ADMINISTRATION — SCHEDULES & DETAILS CONDITIONS AND ADVISE THE ARCHITECT IN WRITING OF ANY SITUATION THAT WOULD NOT ALLOW A—F100 FELLOWSHIP HALL — FLOOR PLAN ROOM IDENTIFICATION A—F101 FELLOWSHIP HALL — ROOF PLAN & REFLECTED CEILING PLAN K. FIRE RATING OF WALLS SHALL APPLY TO THE ENTIRE PERIMETER ENCLOSURE OF THE ROOM OR A—F102 FELLOWSHIP HALL — ENLARGED PLANS Oj 10 ROOM NUMBER A—F103 FELLOWSHIP HALL — LIFE SAFETY PLAN L. ALL JOINTS OF ANY ELEMENT OF CONSTRUCTION WHICH ARE REQUIRED TO HAVE A FIRE RESISTANCE A—F104 FELLOWSHIP HALL — FLOOR PATTERN FLOOR PLAN PLAN IDENTIFICATION ONLY A—F105 FELLOWSHIP HALL — BUILDING ELEVATIONS M. ANY UTILITY SHUT -OFFS AS REQUIRED BY THE CONTRACTOR FOR COMPLETION OF THE WORK SUCH A—F106 FELLOWSHIP HALL — BUILDING ELEVATIONS A—F107 FELLOWSHIP HALL — BUILDING SECTIONS A-5108 FELLOWSHIP HALL — BUILDING SECTIONS A—F109 FELLOWSHIP HALL — INTERIOR ELEVATIONS AND DETAILS 0. VERIFY WITH OWNER FOR EQUIPMENT'S ELECTRICAL CHARACTERISTICS. A—F110 FELLOWSHIP HALL — SCHEDULES & DETAILS PLAN IDENTIFICATION ONLY STRUCTURAL S—A001 GENERAL NOTES NEED TO BE APPROVED BY OWNER AND/OR ARCHITECT PRIOR TO INSTALLATION. S—A001 A FOUNDATION & TYPICAL CMU DETAILS S AO02 MINISTRY CENTER — FOUNDATION PLAN S—AO03 MINISTRY CENTER — IST FLOOR TIE DOWN / 2ND FLOOR FRAMING PLANS S—AO04 MINISTRY CENTER — 2ND FLOOR TIE DOWN / ROOF FRAMING PLANS S—A005 TYPICAL DETAILS S—F001 GENERAL NOTES S—FO01 A FOUNDATION & TYPICAL CMU DETAILS S F002 BUILDING F — FOUNDATION PLAN S—F003 BUILDING F — IST FLOOR TIE DOWN / ROOF FRAMING PLANS MECHANICAL M—A100 BLDG. A — MINISTRY CENTER HVAC FIRST & SECOND FLOOR PLANS M—F100 BLDG. F — FELLOWSHIP HVAC FLOOR PLAN PLUMBING P—A100 BLDG. A — MINISTRY CENTER PLUMBING PLAN & DESIGN BASIS P—F10 BLDG. E — PLUMBING FLOOR PLAN & ENLARGED PLANS ELECTRICAL E0.01 ELECTRICAL NOTES AND LEGEND E0.03 LIGHTING FIXTURE SCHEDULE (PHASE 2) E0.12 ELECTICAL SITE PLAN (PHASE 2) EO.22 ELECTICAL DEMOLITION — ADMINISTRATION BUILDING (PHASE 2) E2.11 ADMINISTRATION BUILDING FLOOR PLAN —LIGHTING, POWER AND SYSTEMS (PHASE 2) E4.01 MINISTRY CENTER BUILDING — LIGHTING (PHASE 2) E4.02 MINISTRY CENTER BUILDING — POWER & SYSTEMS (PHASE 2) E5.00 FELLOWSHIP HALL — LIGHTING AND POWER & SYSTEMS PLANS (PHASE 2) E6.12 REVISED ELECTRICAL RISER DIAGRAM (PHASE 2) E6.13 FIRE ALARM RISER DIAGRAI\)S (PHASE 2) DRAFTING E YM B O ES E6.14 COMMUNICATION RISER DIAGRAM (PHASE 2) INTERIOR ELEVATION E7.11 ENLARGED ELECTRICAL ROOM & KITCHEN PLANS (PHASE 2) % \� ELEVATION IDENTIFICATION A-002 DRAWING SHEET ON WHICH ELEVATION IS DETAILED BUILDING SECTION DETAIL OR SECTION IDENTIFICATION DRAWING SHEET ON WHICH SECTION IS DETAILED ELEVATION ELEVATION IDENTIFICATION DRAWING SHEET ON WHICH SECTION IS DETAILED DETAIL DETAIL OR SECTION IDENTIFICATION DRAWING SHEET ON WHICH SECTION IS DETAILED C.M.U. & AND Q AT < CENTERLINE 0 DIAMETER OR ROUND # POUND OR NUMBER BATT INSULATION A.F.F. ABOVE FINISHED FLOOR A.C.T. ACOUSTIC CEILING TILE ADJST. ADJUSTABLE ADJ. ADJACENT AGGR. AGGREGATE A.H.U. AIR HANDLER UNIT ALT. ALTERNATE WOOD BLOCKING AL OR ALUM. ALUMINUM L ANGLE A. D. AREA DRAIN A.P. ACCESS PANEL BM. BEAM BITUM. BITUMINOUS RIGID INSULATION BLKG. BLOCKING BD. BOARD BOT. BOTTOM Em BLDG. BUILDING CAB. CABINET CPT. CARPET CONCRETE C. B. CATCH BASIN CEIL. OR CLG. CEILING a CTR. CENTER C. T. CERAMIC TILE o CL. CLEAR CLOS. CLOSET COL. COLUMN EARTH CONC. CONCRETE CONC. BILK. CONCRETE BLOCK C.M.U. OR CMU CONCRETE MASONRY UNIT -- CONST. JT. CONSTRUCTION JOINT -- C. J. CONTROL JOINT CORR. CORRIDOR C. S. COUNTER SINK PLYWOOD DET. DETAIL DIA. or 0 DIAMETER DIM. DIMENSION DIST. DISTANCE DR. DOOR DBL. DOUBLE FINISH WOOD DN. DOWN D. S. DOWNSPOUT D . DRAIN DWG. DRAWING D. F. DRINKING FOUNTAIN D/TR DOUBLE LEAF DOOR W/ TRANSOM ABBREVAT OBS EA. EACH E. W EACH WAY E. EAST ELEC. ELECTRICAL E.W.C. ELECTRICAL WATER COOLER EL. ELEVATION ELEV. ELEVATOR EMER.. EMERGENCY EQ. EQUAL EQUIP. EQUIPMENT E.F. EXHAUST FAN EXIST. EXISTING EXP. JT. or E.J. EXPANSION JOINT EXP. EXPOSED EXT. EXTERIOR FT. or FEET F.A. FIRE ALARM F.E.C. FIRE EXTINGUISHER CABINET F. E. FIRE EXTINGUISHER FIN. FINISH F.H.C. FIRE HOSE CABINET FIXT. FIXTURE FLASH. FLASHING FL. FLOOR F.D. FLOOR DRAIN FLUOR. FLUORESCENT FTG. FOOTING FDN. FOUNDATION FR. FRAME FURR. FURRING GA. GAUGE GALV. GALVANIZED GL. GLASS G. B. GRAB BAR GSF GROSS SQUARE FOOT GYP. GYPSUM G.W.B. or GYP. BD. GYPSUM BOARD H. or HDW. HARDWARE HT. HEIGHT H. C. HOLLOW CORE H. M. or H.MET. HOLLOW METAL HORIZ. HORIZONTAL H.B. HOSE BIBB I.D. INSIDE DIAMETER (DIM) INSUL. INSULATION INT. INTERIOR GENERAL NOTES JAN. JANITOR R. or r JT. JOINT REINF. N.T.S. NOT TO SCALE READ. K. P. KICK PLATE R. D. RM. KIT. KITCHEN R. 0. K.D. KNOCKED DOWN R LI N. LAV. LT. LG. MH MFR. M. 0. MAX MECH. MET. or MTL. MIN. MIR. MISC. MTD. LINOLEUM LAVATORY LIGHT LONG MANHOLE MANUFACTURER MASONRY OPENING MAXIMUM MECHANICAL METAL MINIMUM MIRROR MISCELLANEOUS MOUNTED N. NORTH N.I.C. NOT IN CONTRACT NO. or # NUMBER N.T.S. NOT TO SCALE OFF. OFFICE 0. C. ON CENTER OPG. OPENING OPP. OPPOSITE O.D. OUTSIDE DIAMETER 0. A. OVERALL O.S. OVERFLOW SCUPPER O'HD. DR. OVERHEAD DOOR PR. PAIR P. LAM. PLASTIC LAMINATE > or PL. PLATE PLYWD. PLYWOOD PT. PAINT PO.T PORCELIN TILE P.H. PANIC HARDWARE PNL. PANEL QTY. QUANTITY Q. T. QUARRY TILE ACCESSIBLE REFERENCES SECT. SH T. SHWR. SIM. S. S.C. SPEC. SQ. SQ. FT.] S.S. STL. STOR. STRUCT. SUSP. SYM. S/TR TEL. TEMP. TH R. T. 0. S. T. TYP. U.O.N. U. RADIUS REINFORCEMENT REQUIRED ROOF DRAIN ROOM ROUGH OPENING RISER SECTION SHEET SHOWER SIMILAR SOUTH SEALED CONCRETE SPECIFICATIONS SQUARE SQUARE FEET STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL SINGLE LEAF DOOR W/ TRANSOM TELEPHONE TEMPERED THRESHOLD TOP OF STEEL TREAD TYPICAL UNLESS OTHERWISE NOTED URINAL V. A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING VERT. CONDITIONS AND DIMENSIONS. IF ANY CONFLICTS BETWEEN ACTUAL CONDITIONS AND VEST. THE DRAWINGS ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY V.C.T. BEFORE PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR OR HIS/HER SUBS V.W.C. SHALL PROTECT ALL EXISTING ELEMENTS FOR DAMAGE DUE TO ALTERATION AND W. C. CONSTRUCTION OPERATIONS AND REPAIR OR REPLACE ELEMENTS DAMAGE BEFORE W/H COMPLETION OF CONSTRUCTION. WP. B. PATCH ALL FINISHES WHERE DISTURBED BY THE WORK AND WHERE UNFINISHED WR. SURFACES HAVE BEEN EXPOSED BY DEMOLITION, W C. ANY RELOCATION OF CEILING MOUNTED DIFFUSERS, GRILLES, SPRINKLER HEADS, WDW FIXTURES, ETC. MUST BE VERIFIED WITH THE DESIGN PROFESSIONAL PRIOR TO INSTALLATION. W/ D. ALL CONTRACTORS (GENERAL OR SUB) WILL COORDINATE THEIR WORK PRIOR TO W/0 INSTALLATION OF ANY ITEMS ABOVE THE DESIGNATED CEILING PLANES AND PARTITION. WD. ANY MODIFICATION TO THE PARTITIONS, CEILINGS (GYP. BD. DROPS, MILLWORK, ETC.) CRAB BARS DUE TO LACK OF COORDINATION WILL BE THAT CONTRACTOR'S RESPONSIBILITY. E. EXTEND SCHEDULED FLOOR FINISH AND BASE INTO OPEN SPACES UNDER COUNTERS. F. PATCH FLOOR FILL WHERE PARTITIONS HAVE BEEN REMOVED AND WHERE FLOOR FILL OR FINISHES HAVE BEEN REMOVED. FINISH TO AN ACCEPTABLE LEVEL FOR NEW FINISH DETAIL MATERIAL STANDARD. DETAIL IDENTIFICATION G. PATCH FLOORS, BASES AND WALLS TO PROVIDE A SOUND EVEN SUBSTRATE FOR MANUFACTURER'S RECOMMENDED APPLICATION OF SCHEDULED FINISHES. DRAWING SHEET H. WHERE NOT INDICATED, PROVIDE BLOCKING IN WALLS, SOFFITS, AND CEILING RECEIVING CASEWORK, SIGNAGE, COAT HOOKS, STORAGE RACKS, MARKER BOARDS, AND OTHER MOUNTED ITEMS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 1 --DENOTED AREA BEING DETAILED L EQUIPMENT OR FURNITURE SHOWN IS OWNER FURNISHED AND OWNER INSTALLED. -01 J. THE EXTENT OF THE WORK SHOWN ON THE PLANS AND DETAILS REFLECTS THE BEST JUDGMENT OF THE ARCHITECT. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE EXISTING CONDITIONS AND ADVISE THE ARCHITECT IN WRITING OF ANY SITUATION THAT WOULD NOT ALLOW HIM/HER TO PROCEED ON THE BASIS OF THESE DOCUMENTS. ROOM IDENTIFICATION K. FIRE RATING OF WALLS SHALL APPLY TO THE ENTIRE PERIMETER ENCLOSURE OF THE ROOM OR WOMEN ROOM NAME SPACE FOR THE FULL LENGTH AND HEIGHT OF AREAS BEING SEPARATED, EXTENDING TO THE Oj 10 ROOM NUMBER UNDERSIDE OF THE ROOF DECK. L. ALL JOINTS OF ANY ELEMENT OF CONSTRUCTION WHICH ARE REQUIRED TO HAVE A FIRE RESISTANCE DOOR IDENTIFICATION RATING SHALL BE INSTALLED PER MANUFACTURER'S PUBLISHED TESTED ASSEMBLIES, SHALL BE PLAN IDENTIFICATION ONLY TIGHT AND SHALL PREVENT THE PASSAGE OF SMOKE AND FLAME. 1 C5 DOOR IDENTIFICATION M. ANY UTILITY SHUT -OFFS AS REQUIRED BY THE CONTRACTOR FOR COMPLETION OF THE WORK SUCH AS ELECTRICAL, WATER, ETC. MUST BE SCHEDULED WITH THE OWNER 48 HOURS PRIOR TO COMMENCING THE WORK. INTERIOR WALL IDENTIFICATION PLAN IDENTIFICATION ONLY N. ALL DIMENSIONS SHALL BE FIELD VERIFIED BEFORE PROCEEDING WITH THE WORK NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. . WALL TYPE IDENTIFICATION 0. VERIFY WITH OWNER FOR EQUIPMENT'S ELECTRICAL CHARACTERISTICS. WINDOW IDENTIFICATION P. ALL FINISHED WOOD TRIM SHALL BE STRAIGHT, KNOT FREE, 1" NOMINAL. PRIME AND APPLY 2 COATS FINISH ENAMEL. PLAN IDENTIFICATION ONLY Q. LIGHT FIXTURE STYLE, COUNTER TOPS, MOULDING PROFILE AND PAINT COLORS, W1 WINDOW IDENTIFICATION NEED TO BE APPROVED BY OWNER AND/OR ARCHITECT PRIOR TO INSTALLATION. ACCESSIBLE REFERENCES SECT. SH T. SHWR. SIM. S. S.C. SPEC. SQ. SQ. FT.] S.S. STL. STOR. STRUCT. SUSP. SYM. S/TR TEL. TEMP. TH R. T. 0. S. T. TYP. U.O.N. U. RADIUS REINFORCEMENT REQUIRED ROOF DRAIN ROOM ROUGH OPENING RISER SECTION SHEET SHOWER SIMILAR SOUTH SEALED CONCRETE SPECIFICATIONS SQUARE SQUARE FEET STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL SINGLE LEAF DOOR W/ TRANSOM TELEPHONE TEMPERED THRESHOLD TOP OF STEEL TREAD TYPICAL UNLESS OTHERWISE NOTED URINAL V. VEN T VERT. VERTICAL VEST. VESTIBULE V.C.T. VINYL COMPOSITION TILE V.W.C. VINYL WALL COVERING W. C. WATER CLOSET W/H WATER HEATER WP. WATERPROOF WR. WATER RESISTANT W WEST WDW WINDOW W/ WI TH W/0 WITHOUT WD. WOOD THIS FACILILTY IS TO BE 100% HANDICAP COMPLIANCE AS PER GOVERNING AUTHORITIES. NOTE: 36" -- 915 18 - 1 J, -18" MIN. 455 �_�- 455 OCLEAR o FLOOR _ CR SPACE 48" MIN. 1220 CLEAR FLOOR SPACE AT WATER CLOSETS (NOT INSTALL) (a) BACKWALL GRAB BARS AT WATER CLOSETS 54" MIN 1370 36" MIN., 42" MIN." I " 915 5MI 1065 _ 2"__M I -N. 12"MIN 05 11 305 F-)�. - 17-19" 00 ° = Ln (b) o SIDEWALL (a) BACKWALL GRAB BARS AT WATER CLOSETS 54" MIN — 1 r4K� xj Flo CLEAR w N FLOOR '0 SPACE 6!, L- _ — A I 30 MIN., 760 CLEAR FLOOR SPACE LAVATORY tCDT co Binz! N N r__ Q N TOE I CLEARANCE CLEARANCE 150 8" MIN_._ 205 17" MIN. 430 LAVATORY CLEARANCES COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02D00002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Porte Vedra Beach, Florida 32082 Certificate of Authorization #26181 =Heron P Blue Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 N0. I REVISION/ISSUE I DATE GENERAL NOTES, SYMBOLS & ABBREVIATIONS PERMIT DOCUMENTS 00050817I ASV I AS SHOWN 103-15-06 ROJ. N0. DWN BY SCALE DATE owe 1370 42" MIN." I _ -12,. MM 305 1065 Ln F-)�. - 17-19" 00 ° 430-915 (b) SIDEWALL CRAB BARS AT WATER CLOSETS — 1 r4K� xj Flo CLEAR w N FLOOR '0 SPACE 6!, L- _ — A I 30 MIN., 760 CLEAR FLOOR SPACE LAVATORY tCDT co Binz! N N r__ Q N TOE I CLEARANCE CLEARANCE 150 8" MIN_._ 205 17" MIN. 430 LAVATORY CLEARANCES COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02D00002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Porte Vedra Beach, Florida 32082 Certificate of Authorization #26181 =Heron P Blue Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 N0. I REVISION/ISSUE I DATE GENERAL NOTES, SYMBOLS & ABBREVIATIONS PERMIT DOCUMENTS 00050817I ASV I AS SHOWN 103-15-06 ROJ. N0. DWN BY SCALE DATE owe C T TR nTV A NT A XIIPN\TT TP z Q w z I- w Q >� = o U) `L _ W� �Z U C!) W z O = w� C) C/) z I z O Q W SHEET �,' - m - BUSINESS FLORIDA U _S AUTHORIZATION � �1r W z r w Q J M� W C/) _ N � 0 I W W LL ry CU Cn LLJ En = 2 ~ W �Ucoz Q Z C) �- 1.21 12' 9' W CI�\/\ V 2 9' O U 9'}' 2 x .._ - � __ ,�-- Q 0 ;Ii f'�' li TYP ) o TYP) (Lo O - TYP) 7 0 0 e VLI v , A 01 ,,. ..q . a 0 Ntu Y — — .. L, N90`00 00 W 522.62 R a 71/ 96' -------- _w. _._ _._..:_ :._-..__ — — -- — —:... _..-_ __ 96' ' 4I STLIRDIVANT AVENUE -)01 RIGHT OF WAY BUSINESS FLORIDA U _S AUTHORIZATION � �1r W z w Q J M� W C/) _ N � 0 Q L LL W W LL ry CU Cn LLJ En = 2 ~ W �Ucoz Q Z C) O r < W CI�\/\ V 2 O U SHEET- C 2 t\ &rotr �t ,. Al1 4 -E-, ,,rN NAIL AND D151, V#. / r ' r�• 1 4r:o 1 C) >- = STRUCTURE TABLE. STRUCTURE NO. GRATE EL. INVERT STRUCTURE TYPE S-1 rn 14x23" RCP 4.03 E. CITY OF JACKSONVILLE TYPE "C" INLET S-2 7.00 14"x23" RCP 4.00 W CITY OF JACKSONVILLE TYPE "E" INLET 15" RCP 4.25 S.W. N S-3 Q Q LO I -Z CITY OF JACKSONVILLE WET WELL S-4 6.50 15" RCP 4.12 N.E. CITY OF JACKSONVILLE TYPE "C" INLET N 18" CMP 3.51 E. 7 S-5 6.70 14"x23" RCP 4.08 W. CITY OF JACKSONVILLE TYPE "C" INLET S-6 7;00 (n z CITY OF JACKSONVILLE TYPE "E" INLET 15" RCP 2.48 N.E. EX -1 d' � 15" RCP 2.26 S.W. CITY OF JACKSONVILLE TYPE "C" INLET O 18" RCP 0.99 S.E. 18" RCP0.86 N.W. rn �n 11 W x Of L< �tF O N _ r w N tl -«C A j R (i Ll Z�dl 14 BASIN 1, OO W WERT o: 5' IN FEET ' h a) f O N AI Z N N t\ &rotr �t ,. Al1 4 -E-, ,,rN NAIL AND D151, V#. / r ' r�• 1 4r:o 1 i1f) C) >- = STRUCTURE TABLE. STRUCTURE NO. GRATE EL. INVERT STRUCTURE TYPE S-1 6.60 14x23" RCP 4.03 E. CITY OF JACKSONVILLE TYPE "C" INLET S-2 7.00 14"x23" RCP 4.00 W CITY OF JACKSONVILLE TYPE "E" INLET 15" RCP 4.25 S.W. 06 S-3 Q Q LO I -Z CITY OF JACKSONVILLE WET WELL S-4 6.50 15" RCP 4.12 N.E. CITY OF JACKSONVILLE TYPE "C" INLET 18" CMP 3.51 E. 7 S-5 6.70 14"x23" RCP 4.08 W. CITY OF JACKSONVILLE TYPE "C" INLET S-6 7;00 14"x23' RCP 4.00 E. CITY OF JACKSONVILLE TYPE "E" INLET 15" RCP 2.48 N.E. EX -1 580 15" RCP 2.26 S.W. CITY OF JACKSONVILLE TYPE "C" INLET 18" RCP 0.99 S.E. 18" RCP0.86 N.W. W i1f) 1 r: PAiT111FG AND DRAWAGR NOTES GO r d i 1. v i ALL ELEVATIONS SHOWN ARE IN FEET- AND ARE BASED ON NG D. EXISTING i' PROPOSED Y + z" I1?a / i' ' i a } zLF,A nl;. TOPOGRAPHY PROVIDED BY DEGROVE SURVEYING &DESIGN. W NEW BUILDIN�'' / 1 i 4 , `t; c>` 3 1N LLJ FF 9'45 2. EXISTING UTILITIES HAVE BEEN SHOWN FROM THE BEST AVAILABLE - % 1� INFORMATION. CONTRACTOR' SHALL NOTIFY THE CITY. OF ATLANTIC BEACH, JEA, AND ANY OTHER AFFECTED UTILITY COMPANIES AT LEAST THREE (3) r` DAYS PRIOR TO COMMENCING EXCAVATION NEAR THE UTILITY. CONTRACTOR a � + A�t,r IS RESPONSIBLE FOR LOCATION Of ALL SUCH UTILITIES IN THE .PATH OF !� o- CONSTRUCTION: o z > /i 3. ALL UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH OF 3.0 FEET Ld BELOW PAVEMENT SUBGRADE AND 2:5 FEET BEYOND THE EDGE. OF 4c_ _ tN.iK/ ,r" , PAVEMENT (OR BACK OF CURB" AND BACKFILLED .WITH SUITABLE MATERIAL BR .'. 1.�... L,: -i AFD •ip .,{ tCY.- a� \. .1b /�' 't' O 4.' ALL CONCRETE FOR SIDEWALKS SHALL BE MINIMUM STRENGTH OF 3,000 PSI. w,n1N' x 4: O :c?: 5. ALL PIPE LENGTHS ARE SCALED DIMENSIONS:' ALL DRAINAGE STRUCTURES z z O w a' '`a /• \ e,' SHALL BE CONSTRUCTED TO CONFORM WITH TYPICAL SECTIONS, DETAILS, Q Q N Cp a CURBING, AND, PROPERTY LINES. O 2 2 Q i \ fM !n U) U O m Ey _ ` 6. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION II w L0 W Kak!f = \. LE?hCvB _ _ C O 4 d a 0 0 N ^es i1 `,. OF THE SUBGRADE FOR PAVEMENT. r 4 � 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING UNDERGROUND UTILITIES AND SHALL EXERCISE EXTREME CAUTION WHILE > WORKING IN AREAS NEAR EXISTING STRUCTURES AND UTILITIES. THE U m m CONTRACTOR SHALL REPAIR' AND PAY FOR ALL DAMAGES MADE TO EXISTING Z z 1 �- ' STRUCTURES ANDLd UTILITIES. 0 mwx,t W CD WW8 THE OFFICE OF THE PUBLIC WORKS DIRECTOR SHALL BE GIVEN AT LEAST U ONE 1 WEEK NOTICE PRIOR TO BEGINNING ANY CONSTRUCTION. ALL Z Z O C 0 BE N G C U L L�1 W . ; .., WORK SHALL BE DONE UNDER THE SUPERVISION AND INSPECTION OF THE / F. t C� / a�T ; 1 1\. OFFICE OF THE PUBLIC WORKS DIRECTORY IN ACCORDANCE WITH THE W 1- O .- - / Q, f • jr :} } `• rte,, vcE E.Ht4fKi' ! _ _ - 'Q Q O - r oar \, sa APPROVED PLANS. Isi \ rzz a 1 �Q•'+'t t� C W= Q ti -... , . PEAT Ca '', i t _- :a ' ,; „n / Q•• .� n 9. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE CURRENT !� D 0 C� a CITY OF ATLANTIC BEACH REQUIREMENTS. Wt b, 10. THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO COMPLETE :: ,.. `� t �. , s" ;: �, i vim, • � fes' � '- , v;.. THE CONSTRUCTION. AI~C _ t �N r _ e =-• m \ 11.ALL EXCAVATION SHALL BE DONE IN A MANNER TO MINIMIZE WATER ROUTED to I +• ;'" THROUGH HAY FILTERS OR SILTATION DIAPERS. THE CONTRACTOR SHALL BE ,,� POST Y ,, ,- , }. � RESPONSIBLE FOR H PREVENTION, CONTROL AN ABATEMENT F ~t � � EaPb.-:1 r,, s, , i! B THED TE 0 EROSION t OFFSITE B y ® u'.i:: AND WATER POLLUTION IN ACCORDANCE WITH CHAPTER 17-3 FLORIDA .�-^'�"._.,. _ }.-.-. -. Ul AIDE \7 ' r _ -. PE>:.. /J . t , * • - p �:'. 1 1 u5ca :_ ADMINISTRATIVE PART 1 j a j} t D CODE. W A AM EX :<A t 1 t l A.P. AL Z - , _ DISTURBED A T IV EXISTING GRATE. EL - 4.70 t - , 3 R 12. ALL D STU BED REAS WHICH ARE NO SODDED SMALL RECEIVE GRASS ,.n `r r: i, } 9 [ I _ i - �. SEED, FERTILIZER AND MULCH - ADJUST - 1 S DJU A T =<< EL - , I 5. s` BA>'N ,:. .. -.; -...i , �;:.� y .,. .. ✓ , a- ,,t - � - J .hvE;,7 - a. <JL yyy• ♦_ - el. L. IVL1: e27 / '1 .' 7�.. .. ,1 .. Cn I !r • 'ATE. \ .3--' E Inv...' 3.5'' . Ulu. u P) - ,,.�v,.-..., , -- �F.iniKEw '� . - . 1 �d � � , ,- I N.W. Rd;LR K .-- , , �+ -. .- 1 � ,,- 1 UNSUITABLE MATERIAL ENCOUNTERED SHALL B DISPOSED OF OFF _ <,E. ,rr,,er a v:�� ,,, SAji: ,. , 1 ,-., : wr,.,r ♦ .. } t ��� � 3 E CO E S ED SITE. CD s r ,tE STM, i 1 c, ♦ ORGANIC R [� `' ' <rr .. 4 ':, f - :--- ,,: .. SOME 0 G NIC. MATERIAL MAY BE SPREAD ON SITE TO PROMOTE 1"x'1 I w. r- S. INVERT = 226 ;AT^r �, .'� VEGETATION GROWTH. f \I r, f 1 "i .. 14.. SEE SOILS REPORT AND ARCHITECTURAL PLANS BY OTHERS FOR BUILDING . -,.\:' EXISTING. :.>- r:. uL::.;K r 1 /M, - ' w ♦ FOUNDATION SITE PREPARATION. 1 9 ; --� (} r . REQUIREMENTS. I:E, J T WATERCOLLECTION SYSTEM DESIGN IS B A SED ON THE 5 -YEAR n VERT4" PWC _ RETURN FREQUENCY STORM(RATIONAL METHOD). i,wLpl FROM a I UND ERD AI \CONTRACTOR \ , z 16. CON RACT R SHALL VERIFY EXISTING ROADD ELEVATIONSNATIONS PRIOR T0 WITH n SNI'` 1 t - t_ `_ � CONSTRUCTION. _ 4 P r i Lyr^aRK w, ! r : O G - r t .:.t, �,Ez h ALL'STORM PIPE SHALL BE REENFORCED CONCPIPf (RCP) THE PIPE Et.ER:�.,_FROM r PROPOSEDSHALL COMPLY THE REQUIREMENTS OF AASHTO M252.ORIFICE GRAVELNEW BUILDING FF 9.45 18. ALL PIPESMUST BE JOINED AS DIRECTED IN FLORIDA DOT STANDARD. SPECIFICATIONS. MINIMUM COVERR SHALL BE 12 UNLESS OTHERWISE vnsxi G7 o C3 'APPROVED.- � � 1 ` _r r C� 1 05 3 e c , 19. CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING UPON COMPLETION , U. 5 \ 4 r r r r 'cs PROVIDED T THE 3 t P � PROP •-^ OF THE ENTIRE DRAINAGE SYSTEM. AS -GUILTS SHALL BE RO DED 0 CUR TO PROPOSED � ANSITION B \ 5 , 5 t t ENGINEER AND OWNER UPON COMPLETION. O 8.35 ry 1 `., ` U' NEW BUILD j, ERO REVEAL TYP: LNG. 1 rG o 1 r _ r - 9.00 r- FF. � , .. 20. SH N ON N , CONTRACTOR ALL AVE A BENCHMARK LOCATED 0 E PROPERTY AND � 1 O J s 1 SHALL MAINTAIN THROUGHOUT CONSTRUCTION• � v F f r: i i ► POND B 0 GRAVEL i 1 1. ELEVATIONS ARE BASED ON A FOUND BENCHMARK SET IN A CATCHBASIN r t ARK N ► - TOP QO V3 4 WA - 10.27 NA -� -• ._ 't 'STAMPED 2 1970 .PID BC0487 ELEVATIONVD 1988 ` #( ) - 1 8. i ! H.W.L 8 r r 59 y. .t , oTE s: BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED BEARING N �1 . .� �+' 1 2NG ALO G THE ,; r C t r 4 - 5. 7 _ WEIR 5 t B o I � _ NORTHERLY -RIGHT OF WAY LINE OF STURDIVANT AVENUE,: WHICH: IS N90'00'00"W. __ r - 4. N.W.L 00 � , , � .691 >'� :..�._ - � �� ..�. , -' �„ +' '} 3. THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TITLE ABSTRACT. , 3 8.10 ;"• r +1- t tt 9 N.. 4. SOME EASEMENTS SHOWN HEREON MAY BE UNRECORDED. 7.60 -6 .94 BENCHMARK LOCATIONS. S .8 7 _ ± i 6.95 7.72'_ RCP 1 , /•�s 10' 15" C , 44 `. NAIL SET IN THE PARKING LOT APPROXIMATELY 256:75 FT WEST OF THE ® S=0.00% 0 `y F(V, to SOUTHEAST CORNER OF THE PROPERTY AND APPROXIMATELY 107 FT NORTH f i e . 4 � 76 i V t i 7 i 9 's ? m ♦ TO THE FRONT OF THE FARTHEST WEST BUILDING. - - - - - - - - ELEVATION 7.62 N.G.V.D. 1929 F - - - - - ="ss� - : m 7,,,: r.- z ,. 7 7 � I 2 w• - , 713 i 4 ' 3c CP 1 14 3 R o I 4 �• �Fl -, 7.8 � - 7.22 f I 9 NAIL SET IN THE 'PARKING LOT APPROXIMATELY 14 FT .SOUTH.. OF THE Car 5-0.1`$ i= WJ; 7.37 C ► e E w ° ' �' 7.34 E z. . I I . _64 �^ NORTHEAST CORNER OF THE PROPERTY AND APPROXIMATELY 11 FT EAST OF aj Ll S 5 o 6. THE PROPERTY LINE: r 1s o I , y - ' 7 ELEVATION9.15 N.G.V.D1929) I 9. t 65 .57 v:�� auc } t 6 ao FOOT..RADIlfS , , 15 07ui I 2 7.49 :a' LO n5 7.25 ll , T ;. 21. THE CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT I 9 526-001-01 BY NIV R AL N INEERING SCIENCES PREPARED FOR THE 7 i r ;h I II C 1 ui Q OMMUNITY PRESBYTERIAN CHURCH P OJECT FOR BUILDING FOUNDATION 716' 14"x23" AND SITE PREPARATION REQUIREMENTS. i -t r CSD S-0.1.8% - I - 9 6.98 42 5,t 1 �. ► r� 55 i i'' rnl 7.94 7. ♦ POND A O v 6.67 ', ♦ TOP Z:00 ,� - - t T a. _ I w. i f Y 7.f b �I 0 1 T D Ili I _ � Q PO67 DE .4.. S 1 '� H. W. L = 5.91 1 Q? B A _ o^� , I BASIN 852 WEIR - 5.60 I, ,0.�9 - �1 - , .W.L 4: - I � - n N 00 _` 1 c 7 w s s i 2' ♦ 1 T ;" i S ® { 8.04 .55 I BASIN A I. � 7.88 > i 70 5. 8 I 7 r 7.5 ;7' � � 0.19 3 I i � 1 4 o S-3 I 7 5 'T/ n I l f'0 � I 1 4A t' 1 t T 5 I I 9 1 + G'• g 71 - l 9 V .. 1 - I I 5 7b• 721 , I ! 7.91 7.57 78 a' 1 i s.o z Icoti• L__ . -_, :a .. „ 7.92 7. 7 .>A -0l 1 l: 7.26 7.88 n r 0 Nv_Pr Mali' ..) - - HP RT sw`, a, 2+.1": --... \. 1 .^ _. _.. _ _ r - - _ _.. _ ____ -._ - - � err 'v'P >i -- PA:•= <. .,,., I "_ ;r,} r b` (�. :� 'dt: it".Culp .. .,, : c5 ?1 l- +3 M.'✓. E -el .} -'• Y. 3. 1 ;., J' f,. -r��' .. '�i i?. .. .. 5: .. :,,, '7 f',F.) yv.. ' "'. ': ,.•'� a -. 'NYE:% P i•SL..siid! 4. IT,.N1N irfEnfSiM IC�i.,,,J✓ '4i^. " cauv+ EA='Irl - .S, d,.. - J r.-S-4N.dVAI BAJN E.T vRT 3L. lMt,VEBR'f c22 ' CONSTRUCT i2' eNW7UR'f B0'_t5" RCPNSTRUCTCOTYPE"C"INLET0 S-azzz TYPE INLET DOGHOUSE" OVER GRATE 6.50 TRANSITION CURB T I E. INVERT = 3.51,. ZERO REVEAL (TYP. EXISTING CULVERT) ,.d._.._..�...0, N.E. INVERT = 3.48' STURDTVANT AVENUE ("DOGHOUSE" OVER ' _ KE 'lE�a'1✓ �,'4'ENI ..8 EXISTING CULVERT) 5U RIGIff OF WAy C) >- = Z ('CLI ry Q d W m Z =U Q U vJ z 06 Q Q LO I -Z V 7 7 0 O U J W U7 11 z _O W J (� _J > w O (i m 1 r: PAiT111FG AND DRAWAGR NOTES GO r d i 1. v i ALL ELEVATIONS SHOWN ARE IN FEET- AND ARE BASED ON NG D. EXISTING i' PROPOSED Y + z" I1?a / i' ' i a } zLF,A nl;. TOPOGRAPHY PROVIDED BY DEGROVE SURVEYING &DESIGN. W NEW BUILDIN�'' / 1 i 4 , `t; c>` 3 1N LLJ FF 9'45 2. EXISTING UTILITIES HAVE BEEN SHOWN FROM THE BEST AVAILABLE - % 1� INFORMATION. CONTRACTOR' SHALL NOTIFY THE CITY. OF ATLANTIC BEACH, JEA, AND ANY OTHER AFFECTED UTILITY COMPANIES AT LEAST THREE (3) r` DAYS PRIOR TO COMMENCING EXCAVATION NEAR THE UTILITY. CONTRACTOR a � + A�t,r IS RESPONSIBLE FOR LOCATION Of ALL SUCH UTILITIES IN THE .PATH OF !� o- CONSTRUCTION: o z > /i 3. ALL UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH OF 3.0 FEET Ld BELOW PAVEMENT SUBGRADE AND 2:5 FEET BEYOND THE EDGE. OF 4c_ _ tN.iK/ ,r" , PAVEMENT (OR BACK OF CURB" AND BACKFILLED .WITH SUITABLE MATERIAL BR .'. 1.�... L,: -i AFD •ip .,{ tCY.- a� \. .1b /�' 't' O 4.' ALL CONCRETE FOR SIDEWALKS SHALL BE MINIMUM STRENGTH OF 3,000 PSI. w,n1N' x 4: O :c?: 5. ALL PIPE LENGTHS ARE SCALED DIMENSIONS:' ALL DRAINAGE STRUCTURES z z O w a' '`a /• \ e,' SHALL BE CONSTRUCTED TO CONFORM WITH TYPICAL SECTIONS, DETAILS, Q Q N Cp a CURBING, AND, PROPERTY LINES. O 2 2 Q i \ fM !n U) U O m Ey _ ` 6. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION II w L0 W Kak!f = \. LE?hCvB _ _ C O 4 d a 0 0 N ^es i1 `,. OF THE SUBGRADE FOR PAVEMENT. r 4 � 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING UNDERGROUND UTILITIES AND SHALL EXERCISE EXTREME CAUTION WHILE > WORKING IN AREAS NEAR EXISTING STRUCTURES AND UTILITIES. THE U m m CONTRACTOR SHALL REPAIR' AND PAY FOR ALL DAMAGES MADE TO EXISTING Z z 1 �- ' STRUCTURES ANDLd UTILITIES. 0 mwx,t W CD WW8 THE OFFICE OF THE PUBLIC WORKS DIRECTOR SHALL BE GIVEN AT LEAST U ONE 1 WEEK NOTICE PRIOR TO BEGINNING ANY CONSTRUCTION. ALL Z Z O C 0 BE N G C U L L�1 W . ; .., WORK SHALL BE DONE UNDER THE SUPERVISION AND INSPECTION OF THE / F. t C� / a�T ; 1 1\. OFFICE OF THE PUBLIC WORKS DIRECTORY IN ACCORDANCE WITH THE W 1- O .- - / Q, f • jr :} } `• rte,, vcE E.Ht4fKi' ! _ _ - 'Q Q O - r oar \, sa APPROVED PLANS. Isi \ rzz a 1 �Q•'+'t t� C W= Q ti -... , . PEAT Ca '', i t _- :a ' ,; „n / Q•• .� n 9. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE CURRENT !� D 0 C� a CITY OF ATLANTIC BEACH REQUIREMENTS. Wt b, 10. THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO COMPLETE :: ,.. `� t �. , s" ;: �, i vim, • � fes' � '- , v;.. THE CONSTRUCTION. AI~C _ t �N r _ e =-• m \ 11.ALL EXCAVATION SHALL BE DONE IN A MANNER TO MINIMIZE WATER ROUTED to I +• ;'" THROUGH HAY FILTERS OR SILTATION DIAPERS. THE CONTRACTOR SHALL BE ,,� POST Y ,, ,- , }. � RESPONSIBLE FOR H PREVENTION, CONTROL AN ABATEMENT F ~t � � EaPb.-:1 r,, s, , i! B THED TE 0 EROSION t OFFSITE B y ® u'.i:: AND WATER POLLUTION IN ACCORDANCE WITH CHAPTER 17-3 FLORIDA .�-^'�"._.,. _ }.-.-. -. Ul AIDE \7 ' r _ -. PE>:.. /J . t , * • - p �:'. 1 1 u5ca :_ ADMINISTRATIVE PART 1 j a j} t D CODE. W A AM EX :<A t 1 t l A.P. AL Z - , _ DISTURBED A T IV EXISTING GRATE. EL - 4.70 t - , 3 R 12. ALL D STU BED REAS WHICH ARE NO SODDED SMALL RECEIVE GRASS ,.n `r r: i, } 9 [ I _ i - �. SEED, FERTILIZER AND MULCH - ADJUST - 1 S DJU A T =<< EL - , I 5. s` BA>'N ,:. .. -.; -...i , �;:.� y .,. .. ✓ , a- ,,t - � - J .hvE;,7 - a. <JL yyy• ♦_ - el. L. IVL1: e27 / '1 .' 7�.. .. ,1 .. Cn I !r • 'ATE. \ .3--' E Inv...' 3.5'' . Ulu. u P) - ,,.�v,.-..., , -- �F.iniKEw '� . - . 1 �d � � , ,- I N.W. Rd;LR K .-- , , �+ -. .- 1 � ,,- 1 UNSUITABLE MATERIAL ENCOUNTERED SHALL B DISPOSED OF OFF _ <,E. ,rr,,er a v:�� ,,, SAji: ,. , 1 ,-., : wr,.,r ♦ .. } t ��� � 3 E CO E S ED SITE. CD s r ,tE STM, i 1 c, ♦ ORGANIC R [� `' ' <rr .. 4 ':, f - :--- ,,: .. SOME 0 G NIC. MATERIAL MAY BE SPREAD ON SITE TO PROMOTE 1"x'1 I w. r- S. INVERT = 226 ;AT^r �, .'� VEGETATION GROWTH. f \I r, f 1 "i .. 14.. SEE SOILS REPORT AND ARCHITECTURAL PLANS BY OTHERS FOR BUILDING . -,.\:' EXISTING. :.>- r:. uL::.;K r 1 /M, - ' w ♦ FOUNDATION SITE PREPARATION. 1 9 ; --� (} r . REQUIREMENTS. I:E, J T WATERCOLLECTION SYSTEM DESIGN IS B A SED ON THE 5 -YEAR n VERT4" PWC _ RETURN FREQUENCY STORM(RATIONAL METHOD). i,wLpl FROM a I UND ERD AI \CONTRACTOR \ , z 16. CON RACT R SHALL VERIFY EXISTING ROADD ELEVATIONSNATIONS PRIOR T0 WITH n SNI'` 1 t - t_ `_ � CONSTRUCTION. _ 4 P r i Lyr^aRK w, ! r : O G - r t .:.t, �,Ez h ALL'STORM PIPE SHALL BE REENFORCED CONCPIPf (RCP) THE PIPE Et.ER:�.,_FROM r PROPOSEDSHALL COMPLY THE REQUIREMENTS OF AASHTO M252.ORIFICE GRAVELNEW BUILDING FF 9.45 18. ALL PIPESMUST BE JOINED AS DIRECTED IN FLORIDA DOT STANDARD. SPECIFICATIONS. MINIMUM COVERR SHALL BE 12 UNLESS OTHERWISE vnsxi G7 o C3 'APPROVED.- � � 1 ` _r r C� 1 05 3 e c , 19. CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING UPON COMPLETION , U. 5 \ 4 r r r r 'cs PROVIDED T THE 3 t P � PROP •-^ OF THE ENTIRE DRAINAGE SYSTEM. AS -GUILTS SHALL BE RO DED 0 CUR TO PROPOSED � ANSITION B \ 5 , 5 t t ENGINEER AND OWNER UPON COMPLETION. O 8.35 ry 1 `., ` U' NEW BUILD j, ERO REVEAL TYP: LNG. 1 rG o 1 r _ r - 9.00 r- FF. � , .. 20. SH N ON N , CONTRACTOR ALL AVE A BENCHMARK LOCATED 0 E PROPERTY AND � 1 O J s 1 SHALL MAINTAIN THROUGHOUT CONSTRUCTION• � v F f r: i i ► POND B 0 GRAVEL i 1 1. ELEVATIONS ARE BASED ON A FOUND BENCHMARK SET IN A CATCHBASIN r t ARK N ► - TOP QO V3 4 WA - 10.27 NA -� -• ._ 't 'STAMPED 2 1970 .PID BC0487 ELEVATIONVD 1988 ` #( ) - 1 8. i ! H.W.L 8 r r 59 y. .t , oTE s: BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED BEARING N �1 . .� �+' 1 2NG ALO G THE ,; r C t r 4 - 5. 7 _ WEIR 5 t B o I � _ NORTHERLY -RIGHT OF WAY LINE OF STURDIVANT AVENUE,: WHICH: IS N90'00'00"W. __ r - 4. N.W.L 00 � , , � .691 >'� :..�._ - � �� ..�. , -' �„ +' '} 3. THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TITLE ABSTRACT. , 3 8.10 ;"• r +1- t tt 9 N.. 4. SOME EASEMENTS SHOWN HEREON MAY BE UNRECORDED. 7.60 -6 .94 BENCHMARK LOCATIONS. S .8 7 _ ± i 6.95 7.72'_ RCP 1 , /•�s 10' 15" C , 44 `. NAIL SET IN THE PARKING LOT APPROXIMATELY 256:75 FT WEST OF THE ® S=0.00% 0 `y F(V, to SOUTHEAST CORNER OF THE PROPERTY AND APPROXIMATELY 107 FT NORTH f i e . 4 � 76 i V t i 7 i 9 's ? m ♦ TO THE FRONT OF THE FARTHEST WEST BUILDING. - - - - - - - - ELEVATION 7.62 N.G.V.D. 1929 F - - - - - ="ss� - : m 7,,,: r.- z ,. 7 7 � I 2 w• - , 713 i 4 ' 3c CP 1 14 3 R o I 4 �• �Fl -, 7.8 � - 7.22 f I 9 NAIL SET IN THE 'PARKING LOT APPROXIMATELY 14 FT .SOUTH.. OF THE Car 5-0.1`$ i= WJ; 7.37 C ► e E w ° ' �' 7.34 E z. . I I . _64 �^ NORTHEAST CORNER OF THE PROPERTY AND APPROXIMATELY 11 FT EAST OF aj Ll S 5 o 6. THE PROPERTY LINE: r 1s o I , y - ' 7 ELEVATION9.15 N.G.V.D1929) I 9. t 65 .57 v:�� auc } t 6 ao FOOT..RADIlfS , , 15 07ui I 2 7.49 :a' LO n5 7.25 ll , T ;. 21. THE CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT I 9 526-001-01 BY NIV R AL N INEERING SCIENCES PREPARED FOR THE 7 i r ;h I II C 1 ui Q OMMUNITY PRESBYTERIAN CHURCH P OJECT FOR BUILDING FOUNDATION 716' 14"x23" AND SITE PREPARATION REQUIREMENTS. i -t r CSD S-0.1.8% - I - 9 6.98 42 5,t 1 �. ► r� 55 i i'' rnl 7.94 7. ♦ POND A O v 6.67 ', ♦ TOP Z:00 ,� - - t T a. _ I w. i f Y 7.f b �I 0 1 T D Ili I _ � Q PO67 DE .4.. S 1 '� H. W. L = 5.91 1 Q? B A _ o^� , I BASIN 852 WEIR - 5.60 I, ,0.�9 - �1 - , .W.L 4: - I � - n N 00 _` 1 c 7 w s s i 2' ♦ 1 T ;" i S ® { 8.04 .55 I BASIN A I. � 7.88 > i 70 5. 8 I 7 r 7.5 ;7' � � 0.19 3 I i � 1 4 o S-3 I 7 5 'T/ n I l f'0 � I 1 4A t' 1 t T 5 I I 9 1 + G'• g 71 - l 9 V .. 1 - I I 5 7b• 721 , I ! 7.91 7.57 78 a' 1 i s.o z Icoti• L__ . -_, :a .. „ 7.92 7. 7 .>A -0l 1 l: 7.26 7.88 n r 0 Nv_Pr Mali' ..) - - HP RT sw`, a, 2+.1": --... \. 1 .^ _. _.. _ _ r - - _ _.. _ ____ -._ - - � err 'v'P >i -- PA:•= <. .,,., I "_ ;r,} r b` (�. :� 'dt: it".Culp .. .,, : c5 ?1 l- +3 M.'✓. E -el .} -'• Y. 3. 1 ;., J' f,. -r��' .. '�i i?. .. .. 5: .. :,,, '7 f',F.) yv.. ' "'. ': ,.•'� a -. 'NYE:% P i•SL..siid! 4. IT,.N1N irfEnfSiM IC�i.,,,J✓ '4i^. " cauv+ EA='Irl - .S, d,.. - J r.-S-4N.dVAI BAJN E.T vRT 3L. lMt,VEBR'f c22 ' CONSTRUCT i2' eNW7UR'f B0'_t5" RCPNSTRUCTCOTYPE"C"INLET0 S-azzz TYPE INLET DOGHOUSE" OVER GRATE 6.50 TRANSITION CURB T I E. INVERT = 3.51,. ZERO REVEAL (TYP. EXISTING CULVERT) ,.d._.._..�...0, N.E. INVERT = 3.48' STURDTVANT AVENUE ("DOGHOUSE" OVER ' _ KE 'lE�a'1✓ �,'4'ENI ..8 EXISTING CULVERT) 5U RIGIff OF WAy SHEET - C 3 FLORIDA BUSINESS AUTHORIZATION No. 7228 C) >- = Z ('CLI ry Q W m Z =U Q U vJ z 06 Q Q LO I -Z V 7 7 0 U SHEET - C 3 FLORIDA BUSINESS AUTHORIZATION No. 7228 rn N i U N Z O O CF) cn X W Q LL_ (D N N t i wi 1 a� GRAPHIC0SC SCALE, Q 0) 1 i O N } i clq FEET <10 ft Q LL_ 1 Z LSI /JJ J NOTE; THE OWNER WILL COORDINATE WITH O J THE CITY AND ITS .CONTRACTOR TO Z INSTALL NEW WATER AND SEWER „r SERVICE CONNECTIONS FOR THE W O cn NEW YOUTH BUILDING. U H4 h' :15A;'h . / j1j-.// ' � 1� SG I^K NAI • , CiS., •/ J//y/ .. _ 'y � � HALT^^ � /.00 1. j W W Q PROPOSED a dry toet}, (!7 /J NEW BUILDING"s� �PARIQ C) 1 � Q w AL J z Z 1 11 Z Z 0 m IWArT .310 j A' 1' 1 Q Q (V OO W ua i.c ' s?r: &S't w,'� _ -/. __'__ - .0 '•t r) (n (� Lll O C� 0 CV 0 ✓� //' ` / 1 i 1' cn hL-.'1 . - 1 ..w•. f'Cd1Ckf'tE � 5 rn _ •,- *.. V S c(JCkE iE 8A`�aP,. F:ER `'S _ - L-L•J Z Z 'C all f ... �. s"t.- •..1, W _w ^t C� WATER &SEWER NOTES. CD w W �_ W Y W / n-,� I 1. THE CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS TO, COMPLETE THE CONSTRUCTION_ — CD U W -"� i` j 1\ .,:�- o �� wr .: Q 0 Q W i— O O A FURNISH SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL B W �Ln 2. THE ..CONTRACTOR SHALL N 0 AL EFORE U = Q IZ a e• , L� BEGINNING CONSTRUCTION. (!� © U D Y, w k l ,. 3. THE CONTRACTOR SHALL .VERIFY LOCATION AND ELEVATION OF PROPOSED WATER SERVICE AND SEWER �, CONNECTIONS PRIG TO COMMENCING WORK: IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO h, az R PEAT IF THE ENGINEER OF ANY DISCREPANCIES, 1 r NOTIFY E x,r 1 c . ,, w `. , R HA COORDINATE THE CONSTRUCTION OF WATER AND .SANITARY. SEW FACILITIES .,.- �- 4. THE CONTRALTO SHALL ER ACILI IES � w e .,P... 1 rr.. \ APPROXIMATE M et A> - -�', +� .. f � �, i. WITH ALL OTHERS .CONSTRUCTION. w •NORTHLOCATION' OF 6 j. p ` 5. THIRTY–SIX CONTRACTOR SHALL CONFIRM WATER LINES .SHALL:- HAVE A MINIMUM OF 'THIRJY SIX 36 INCHES OF COVER FROM FINISHED- .GRADE- IN -r,E> tAFS* SEWER SERVICE -ltAN�4:aPee ut a� 1 THAT THERE B N s�Ns, ti - •,. , WILL E 0 ' � \ .• , . >. j .� } ! � UNPAVED AREAS AND THIRTY—SIX 36 INCHES OF LOVER IN PAVED AREAS: CONFLICT BETWEEN THE EXISTING o t 1 SEWER SERVICE AND THE �-.��--`•-4THIRTY—SIX' . - 1 .. : •� � _ .., SANITARY SEWER. LINES SHALL HAVE A MINIMUM OF 36 INCHES OF COVER FROM FINISHED GRADE IN PROPOSED STORM' PIPES. y t. .} UNPAVED AREAS AND THIRTY–SIX 36 INCHES OF COVER IN PAVED AREAS. -i tt yt 7. WATER AND SEWER LINES ARE DESIGNED. TO FINISHED GRADE. AND SHALL BE .PROTECTED -UNTIL ui FINISHED WORK' IS COMPLETE. 1 ...� - TO �_ INSTALLATION, S RAGE- S. FOR FORCE MAINS -AND WATER MAINS :INS ALLA ION HORIZONTAL SEPARATION BETWEEN FORCE T , :.,,r J=E E W 0 CE MAiNS AND WATER ,. .. ., , .. MA M T MINIMUM. IF NOT :POSSIBLE THE FORCE. MAW MAY INSTALLED ` � z INS UST BE 10 .FEE BE ST LLED WITH 18 INCHES 1 CY•' �J' VERTICAL SEPARATION FROM THE WATER. MAIN PROVIDED THE FORCE MAIN IS INSTALLED >,• . ��.. � / , - _: �l z , ,, ,� ,. x>. L S H C L iN AN UNDISTURBED SHELF, r y t CYC k 2-. k C 1 TI FROM H W MAIN N PROVIDED / MAXIMIZIN bRIZ NTA SEPARATION OM T E WATER A AND THE INT G HORIZONTAL LJOINTS OF THE FORCE MAIN AND �` 4 J A ; _ - E WATER MAIN ARE STAGGERED TO PROVIDE AT LEAST 9 FEET OF JOINT SEPARATION. FOR FORCE MAINS CROSSING. t / 4� N.r F MAI MUST INSTALLS WITH 18 -IN ., _. '� ___ S .,, __�. WATER MAINS THE FORCE N US Q INCHES MINIMUM VERTICAL SEPARATION FROM THE WATER MAIN_ WATER MAIN PREFERRED ON TOP. SEPARATION SMALL BE MEASURED FROM OUTSIDE EDGE OF PIPE C 1N�RETC PAD - . _ � _ ..---•\ � TO OUTSIDE EDGE OF PIPE. A FULL LENGTH OF PIPE MUST BE CENTERED Al' THE CROSSING. � ` '",�.,.. -. _ �\ ,.. 1. Z' 1 �T . Ft- O PV I IN SHA BE DR 25 C 9: WATER SERVICE PIPING LL 5 E \ 10. GRAVITY SEWER` PIPE SHALL BE PVC SDR 35: (, PROPOSED O GRAVEL. G , �- _ ;;' �' - ,� TRACTOR SHALL \ 1 NEW BUILDING THE CON \ AR j R �- 11. SEWER FORCE MAIN PIPE SHALL BE PVC . SD 18: WE CONNECT THE WATER AND �. i •, I z. _ w, SEWER SERVICES FOR THE SE SE �Y t WATER MAIN PIPE FITTINGS, VALVES AND FI NT T 12. ALL NEW AND RELOCATED ATE GS, RE HYDRANTS MUS BE IN ..:CONFORMANCE. WITH s TO THE � E BUILDINGS i NEW D \ N } •t v.. 1 A � A AMERICAN AN WAT R WORKS ASSOCIATION AWWA STANDAR AN APPLICABLE MER C E DS D ALL. NEW A RELOCATED I L AND ELOC TED WATER MAN PIPE Tl WATER AND ( ) e> v` t' EXISTING W E THAN EIGHTPERCENT LA AN 5 1 � AND' FITTINGS CONTAIN NO MORE H E GLEAD, D ALL PACKING AND 'JOINTING MATERIALS I I c '•, P . 1 t�, �,_ SEWER CONNECTIONS.E ALS USED N THE PROPOSE r t r D AT WATER MAIN PIP B IN CONFORMANCE T JOINT OF ..NEW OR RELOCATED E E E CO CE WI H APPLICABLE AW A O S A LE WA STANDARDS. � NEW BUILDING •�1 / i I i t f _ W r,. MATERIALS UNDER WATER PIPE SEWER PIPE OR. STRUCTURES , ' 13. UNSUITABLE AERIALS. DE E SHALL BE REMOVED AND REPLACED l tJ PROPERLY COMPACTED. WITH SELECTED BACKFILL w GRAVEL j, PARKING LOT t 1 14. PR t THE .CONTRACTOR SHALL FURNISH REPRODUCIBLE MYLAR AS BUILTS DRAWINGS,OF WATER AND 1 1 8 is f. . AN THE ENGINEER. T I N SEWER SYSTEM T THE OWNER D E E E SETS SIGNED A D SEALED BY THE E S 0 SURVEYOR I 1 1, >r 1 WILL BE REQUIRED FOR SUBMITTAL. TO THE LOCAL UTILITY AUTHORITY FOR 'APPROVAL. 1 FROM THE B AVAILABLE 15. EXISTING UTILITIES HAVE BEEN SHOWN E .EST INFORMATION. IT SHALL BE THE SOLE i. i T T T A AN AV A i RESPONSI$ILITY OF THE GON RAC OR 0 LOC TE D OID LL UTILITIES .STRUCTURES AND OBSTRUCTIONS. THE GROUND SURFACE:"A L DAMAGES RESUTING M F BOTH ABOVE AND BELOWL .LTi FROM THE .CONTRACTOR'S. FAILURE 1: TO COMPLY WITH THESE REQUIREMENTS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPANSE. i 1 ST �. I EXISTING M.H. ADDU IF PROPER UTILITY REPR SEN V I EXIST � `': 16. THE CONTRACTOR SHALL NOTIFY THE.. 0 E TAT( E PRIOR' TO COMMENCING EXCAVATION'. T 1 t, 'I I SEWER MANHOLE 0 r F T IN SHALL E USED OR HIS PROJECT UNLESS OTHERWISE i _ I _ 17: GLASS B, TYPE. 1 BEDDING S A B S 0 E SE NDICATED ON THE PLANS. ' EL 7.20 I . I 1 T EXISTING WATER (SYSTEM WILL BE ALLOWED UNTIL ALL PROPOSED WATER L.L I I APPROXIMATE , I } 18. NO CONNECTION TO E E LINES HAVE BEEN I 1 I i LOCATION OF 4°' i PRESSURE TESTED, DISINFECTED` AND CLEARED .FOR SERVILE: . j � � w SEWER SERVICE I 1, W II I z. r ', 1 i j T I SHALL BE IN ACCORDANCE WITH ASPECIFICATIONS ,-, w, 19. DISINFECTION TESTS OF WATER LINES H H JE 'SECTION 350 3.6.1 . �. Q i 1tt W w N S F— I .i I , i 1 ry R TESTING OF WATER LINES SHALL BE IN ACCORDANCE WITH 'JEA c� 20. LEAKAGE AND PRESSURE ES 0 E SPECIFICATIONS SECTION 350 ..(3:6.2). ❑ W y ¢, . I I ;w I. E OAK,TREE i -- t 4 LARGE FOOT RAO US I ` T INS HA BE N ACCORDANCE T A P 'r 1 21. LOCATE WIRE TESTING OF WATER MA SHALL I 0 CE WI H JE SPECIFICATIONS SECTIONS 350 3.6.3 . M 10 W ' I . i' N A WRITTEN APPLICATION i 2 TH '. UIL ING' CONTRACTOR .SHALL 5E D ETO THE LOCAL UTILITY AUTHORITY 1.! I , 2. E BUILDING A U HORITY -THE _CONTRACTOR SHALL- MAKE .ALL J W I' 'I A T CONTRACTOR -TAPS PROVIDE SERVICES METER READY. HE CON RACTO SHALL PAY ALL FEES TO INSTALL METERS. f & � LL I i 1} 1 }t V J T 1' I I . � � I UTILITY OWNERS PHONE NUM 23. CALL BEFORE YOU., DIG: U 0 E BERS E I i t W = I. r I t , �y I i JACKSONVILLE ELECTRIC .AUTHORITY: JEA 665-4416 U TELEPHONE – Z I! BELLSOUTH ELE ONE 393 4960 i z• _. _� , I .� �I —►' - Ta- - - 1 t, 1 AT&T Broadband 731 7960 - _ - —- — W PEOPLES GAS 739-1211 EXISTING 4" FORCE MAIN Um N I 24, FIELD TESTING OF THE GRAVITY AN FORCE MAIN SEWER LINES SHALL BE ACCORDANCE NCE WITH JEA SPECIFICATIONS U W 1 SEC � rl-, TIONS 428 (4) AND 4293:8. <.I � I i 1 I 2' NORTH r _. __� J I Z H Q r 0 U SHEET— C 4 FLORIDA BUSINESS AUTHORIZATION No. 7228 4- I I _ } • I j j. t MY�I;N!CA-fIiFJ l 17c1Enl T•iS .. V•, i �' % N I 1 -- f •.At.RE7E PAD i r � • i Olf EXISTING FREE TO BE 7„ 5 RESERVED 5' F' �. r 1/2"R 1, 1% MIN, 1" R 1=111_ .... ,.... ; , a -.• .... „-. a . �. - . p: ` ,. ..... 6 TYP. BARRICADE TO FOLLOW TREE 33 " I—PAVEMEN DRIPLINE 1.0 5REBAR I= ,. D0 NOT STORE' I # - I i T-- - - MATERIALS IN 1 POST (TYP.). I Tl-fi1 I ► � I=T7 I i -1 11.=TI 1=1 I i-1 THIS.. AREA I I 18» 4 �_ PORTLAND' 4 CEMENT CONCRETE SAFETY MIN COMPRESSIVE UNDISTURBED I ORANGE CITY STANDARD E STRENGTH 4000 PSI 8 MAX EXISTING 6' MIN: II COPOLYMER, ..GRADE. I BETWEEN POSTS BARRIER FENCING W/ LO WIRE .TIES CURB C.)C, GUTTER DETAIL TO POST 2 EACH N0. 6 ANCHOR SIDEWALKPINS 16" LONG DETAIL ' N 2 EACH N0. 4 BARS � 41000 P.S.I. CONCRETE 1-1/2" ASPHALTIC CONCRETE TYPE S-1, 15CiCj THE TEMPORARY BARRIER SHALL` BE AT LEAST THREE FEET HIGH, SHALL BE LB. COMPACTED TO AT LEAST 95% OF MAX CAPACITY MARSHALL DENSITY -- 4 1/2"8„� I~8"- PLACED AT LEAS-- SIX (6) `FEET' AWAY FROM THE BASE OF ANY TREE, SHALL INCLUDE AT LEAST FIFTY 50 PERCENT . .:..::.. ;.......H E SE . L T E AREA UNDER THE 8 COMPACTED LIME ROCK BA MIN. N BR � DRIPLINE OF ANY PROTECTED TREE OR TREES: 98% MAX. DRY DENSITY 6" PORTLAND CEMENT ' THE BARRIER' SHALL CONSIST OF EITHER A WOOD F ENCS OR WITH 2X4CONCRETE MIN COMPRESSIVE (MOD. PROCTOR) (ASTM D-1557) POSTS PLACED A MAXIMUM OF EIGHT (8) FEET APART WITH A 2X4 MINIMUM STRENGTH 4000 PSI oTOP RAIL, OR A TEMPORARY WIRE MESH FENCE, OR OTHER SIMILAR a ° 1 _ 2 STABILIZE ..:,. BARRIER_ WHICH WILL. •:.. L LIMIT. ACCESS TO THE P 2 STABILIZED S - - SUBGRADE MI ....,.. PROTECTED AREA AND SHALL - GRADE. MLN COMPLY WITH THE GUIDELINES IN THE 'TREE PR LBR 40, MAX PLASTIC INDEX 6, 98� ....,. PROTECTION GUIDE. FOR`.- , - . • LBR 40 COMPACTED TO MAX DENSITY (MOD PROCTOR .BUILDERS AND DEVELOPERS BY THE FLORIDA DIVISION .OF FORESTRY. _ : - COMPACTED TO 98% MAXIMUM ) 9” DRY / ASTM 155 DENSITY (ASTM 1557 /\�'\/\// // // // //// �/ //�//\/\/\/\/ ( 7) TREE BARRICADE APPROVAL: OBTAIN CITY APPROVAL OF TREE ) \\ \ \\ \\ `; \\ \/\/\/\/\/ // �/ !/ / 6'- 0" BARRICADES ' \\\ \\\ \\/\ BEFORE BEGINNING CLEARING OPERATION'S OR ANY SITE DEVELOPMENT. y STANDARD PARKING WHEEL STOP TREE BARRICADE ASPHALT PAVEMENT 1 CONCRETE PAVEMENT DETECTABLE PVCCAP Bc 18" MAX. TACTILE SURFACE "SNOW -CONE" TOP Bc 12 MIN. W/CONCRETE _ — Bc + 18 MAX .. HA ICAP 6" SCH 80 GALV Bc + '12 »MIN. FILTER CLOTH AC FILL WITH Bc NAILED TO A STEEL PIPE: PAINTED\ CAREFULLY CAREFULLY, CONCRETE j COMPACTED SIDE 2 X4'X3' SHEETING BACKFILLED SHEETING: BACKFILL ODDED AREA EA o FILTER CLOTH TO EXTEND k 4" MIN. BELOW GROUND 12:1 12:1 w a PAVEMENT SURFACE ;.� 12' i L, SURFACE M u►a FINISH 12 o°Qq R: 1-1/20' [-18 "--- • GRADE o ���' 4 MIN. I - HANDICA SIGN VARIES- I '' '\JF \ �� ���� _ 1 WHITE PAINT ON BLUE F �r 6 WHITE WHIT BACKGROUND B - ST DE STRIPE (BOTH _ WHEEL TOP SIGNS PER F • COMPACTED GRANULAR SHAPED BOTTOM EXISTING 18" ) DOT j MATERIAL SUITABLE UNDISTRURBED SOIL INDEX N0. 17355 24" DIA, t o HALF` SECTION HALF SECTION 4' GRADE 6„ JE- CONCRETE o SHEETED TRENCH UNSHEETED TRENCH 0.5 Bc 1' MIN 6" WHIT ST;- -= 6' BLL = r� SECTION TYPE II RIP STRIPE HALF HALF SECTION ' E COMPACTED GRANULAR BEDDING SHEETED TRENCH UNSHEETED TRENCH 5' HAND AP PARKIN TYPE I SYMBOL AIN G BY o TED ST „ Ln SHAPED BOTTOM WITH WH DISABLED IT E. � Q TAMPED BACKFILL PERMIT -12 ONLY 12' 12 -_3-6" WIDE CHEVRONS - EQUALLY SPACED PER A\ $250.00 FINE 21# 2„ y yam,, I ,,„ 7'- p„ 4' MOUNTING ST= PER HEIGHT ABOVE 12„ FD0T .NC= 1734 GRADE BOLLARD DETAIL ,�CLASS B BEDDING DETAILS SILT FENCE HANDICAP PARKING DETAIL GENERAL NOTES 3„ 8 2 » 1. CURB CUT RAMPS ARE TO 8E CONSTRUCTED ON 5. BASIS OF PAYMENT: CONTRACT UNIT PRICE + FROM ALL W EDGES SIDEWALK 5' TYP: CITY STETS , ALL CURBED FACILITIES, BUT ONLY AT THOSE ESTABLISHED IN THE PROPOSAL FOR -L 4' RESIDENTIAL S=TS LOCATIONS WHERE A MARKED CROSSWALK ADJOINS CURB & GUTTER. MAXIMUM A SIDEWALK; THE CROSSWALK & SIDEWALK EACH VARIES 5' S W STANDARD CAN BE :EITHER EXISTING TO REMAIN OR NEW �• THIS STANDARD ISNOT INTENDED.. TO BE Z°' w UTILITY STRIP LIP ALLOWED -�- -i N ABSOLUTE. FINAL DETERMINATIONS ,TO BE 8 � \ \ 4 � `:MARKINGS &CONSTRUCTION. MADE IN THE FIELD. SEE N0TE#9 ••L?:.;:•:.':" 0 2. RAMP LOCATIONS' ARE TO BE COORDINATED WITH 7, MIAMI CURB' WITHIN LIMITS OF WHEEL CHAIR z & IN CONFORMANCE WITH CROSSWALK MARKING RAMP TO BE "LOW CURB TO ACCOMODATE T,� A. DETAILS AS SHOWN IN THE PLANS. UN TED DOME CUT &REMOVE CURB (MIAMI X 12:1 MAXIMUM RATE FROM GUTTER TO END 8 CURB .& GUTTER SHOWN) RAMP CURB �0 < RAMP CURB 3.. IF A CURB RAMP, IS LOCATED WHERE PEDESTRIANS' OF TRANSITION, MAIMI TYPE CURB &GUTTER DETAIL V N.T.S. -MUST WALK ACROSS THE RAMP, ,THEN IT SHALL HAVE DETAILS SIMULAR, CURB TRANSITION LENGTH • ;;;;;;;;;;; __---TRUNCATE FLARED SIDES; THE MAXIMUM SLOPE OF THE FLARE SHALL BE 3'-O". rJ 0.02 MIN. 8" DOMES SHALL BE 12:1. BACK OF SIDEWALK ( 8. SIDEWALK WIDTH TO MEET REQUIREMENTS SEE DET, w Q.O ( 4. RAMPS TO BE CONSTRUCTED' AT ALL LOCATIONS - 2 NORM CROSS SLOP 0.06 MA ( IONS OF THE GOVERNING STANDARDS,' E DROP (MAX.) •) Y MAX ) i� THIS SHE[ 4 IMUM r�- SHOWN ON 'PLANS EVEN WHEN SIDEWALK I @- E L IS REGULATIONS AND SPECIFICATIONS, E CIFICATONS BUT N T COS R UCTED CONCURRENTLY. , CURRENTL - IP A NOT THAN 4' ALLOWED OWE _ r j 1.5 1.5 BACK OF SI ALK — — — — 1 MAXIMUM CROSS -SLOP 9. ALL NEW CONCRETE RAMP SURFACES TO — LIP ALLOWED _ RECEIVE BROOM FINISH- E OP a & TRANSITION REVID m WHEN W IS EQUAL TO . •' SIDEWALK CROSS -SLOPE. CITY S OIIAMI unL. STRIP. P * � C CURB & GUR 5' TYP. CITY STREETS SIDEWALK DRO TRANSITIONS R LESS THAN 7.0 r . .' :1 CUT &REMOVE (CITY STD. CUT &REMOVE EXISTING CURB' 4' RESIDENTIAL STREETS STANDARDW/0.02 CROSS SLOPE 12:1 MAX. CURB & GUTTER SHOWN) & GUTTER TO CONSTRUCT TRANSITION 6„ 1? -SEE NOTE y9 Q ; DROP CURB (CITY STANDARD SECTION C— C N Q rn CURB & GUTTER S PLAN VIEW VARIES o SHOWN) SECTION — .� B B N.T.S. .� . . TRUNCATED, —RAMP a N CONCRETE DOMES 1\4 ' T RAL CAST R M o TRANSI-nON , (n RAMP W/IN EGCU B o 0 SECTION (SEE DETAIL 3 MIN. 4 z X THIS SHEET) DESIRABLE w , 6 RAMP CURB DROP .CURB ON EXIST. FACILITIES REMOVE & RECONSTRUCT UCT CURB CURB &GUTTER ✓ CITY STD. OR MIAMI in VARIES CURB & GUTTER f i —RAMP y 6 CURB TRANSITION , 3' GR MIN. ASS f y c 6 CURB GRA... _ SEE.., -NOTE #8 TRANSITION RAMP W SEPARATELY CAST CURB TOP OF 4' DESIRABLE / . BLE SEE NOTE 8 CURB FACE TRUNCATED DROP CURB RAMP. CURB OPTIONS DOMES A� 2 (SEE DETAIL A THIS SHEET) TOP OF CURB FACE CUT & REMOVE EXISTING CURB GUTTERMAXIMUM BACK OF SIDEWALK do GUTTER TO CONSTRUCT TRANSITION 4 m LIP ALLOWED " 1 PLAN VIEW PLAN VIEW N.T.S. N.T.S. GUTTER SECTION A -A: CURB CUT RAMP FACILITY FOR PHYSICALLY _ HANDICAPPED CITY—STANDARD CURB 8c GUTTER S� FLORIDA BUSINESS AUTHORIZA"ION No. 7228 (Stt NLAIt �, 2"x2"x1/4 ANGLE IRON GRATE SEAT D-210) ' F f 10 0 STAINLESS STEEL tf,, (SEE PLATE D-209) LIFT CABLE o OFF" EL= 3.00 o GROUT OR "RAM NEK" 1.5"X1.0" JOINTS WHEN REQUIRED o REDUCER o 4 ®12 O.C. ,B. W. ° _o CONDUIT, PUMP POWER CABLES 6" 4 6" � 6" AND •EMERGENCY FLOAT 51MTCH o- #4 .0 12" , VARIES CABLES O.C. B.W. 0 MAX. DEPTH 15' — CONTROL PANEL 6" PUMP STAND o / GROUT, OR "RAM NEK" JOINTS WHEN REQUIRED — Q BOTTOM ELEV. - 0.00 " ° ° ° + a a FROM UNDERDRAIN ! !' _ \ \ / ! / ! :I `( / �(/ `(� �(/ \ INV. -1:33' 1/2:/FT, MINIMUM BEARING 4 ® 6" O.0 B. 4 0 12" O.C. B.W. # B M P # YERS, S25 SUM PUMP T INV. EL.=4.25 0 �a 5'1 L ~ t —I I— 1 »Ll 2' ' .> —I - � 2 I � Q / � r i 0 Y O �•- B 6, F 52" 2' WEIR 26" —11— 26 TOPEL= 6.00 01 T WEIR EL.= 5.60 4.. . SECTION— A A 14" O X 23" RCP 18 EQUIVALENT INSTALL S ALL 1 4" FIBERGLASS OIL- U INVERT EL- 4.00 TRAFFIC BEARING AND GREASE SKIMMER TOP ' EL:=6.25 GRATE FOR BOTTOM EL.=5:25. TYPE „E>, INLETY 4' 4' X CN PR CONC, RIP AP PAD ' CAPACITY 2000 PSFCE TERED ON SLOT DRAWING 0.25 HP, 1 PH 230V PLAN t� �I'=r' NOTE: ;2 GRATES SHOWN PIPE MUST NOT BE IN r SEAPoNG PAD MIN. BEARING CONSTRUCTION JOINT `SDE MEW EACH GRATE SHALL HAVE A , CAPACITY 2000 PSF. I MIN. WEIGHT OF 316 LBS. PIPES SHALL BE FLUSH ? 1.5' X 1.5' T WI H INSIDE WALL 1 CITY OF JACKSONVILLE SLOT OPENING ELEVATION „ ,. y MODIFIED TYPE E INLET TO POND ' A PLATE NO. D-208. INVERT = 4.00 CITY OF JACKSONVILLE . PLATE NO. D-207.' ff ff I f> ff f1 ff POND(STRUCTURE- A DRAWDOWN STORMS EWER TYPE C INLET �I F T STATION S 3 POND A S ) MODIFIED TYPE ...,E DISCHARGE STRUCTURE W GRATE S Z SHEETC-6C ) FLORIDA BUSINESS AUTHORIZATION No. 7228 I —2-1/B' 7/8" 1 -yid 35-7/d" 1-7/d 2_11t T INV. EL.=4.25 0 �a 5'1 L ~ t —I I— 1 »Ll 2' ' .> —I - � 2 I � Q / � r i 0 Y O �•- B 6, F 52" 2' WEIR 26" —11— 26 TOPEL= 6.00 01 T WEIR EL.= 5.60 4.. . SECTION— A A 14" O X 23" RCP 18 EQUIVALENT INSTALL S ALL 1 4" FIBERGLASS OIL- U INVERT EL- 4.00 TRAFFIC BEARING AND GREASE SKIMMER TOP ' EL:=6.25 GRATE FOR BOTTOM EL.=5:25. TYPE „E>, INLETY 4' 4' X CN PR CONC, RIP AP PAD ' CAPACITY 2000 PSFCE TERED ON SLOT DRAWING 0.25 HP, 1 PH 230V PLAN t� �I'=r' NOTE: ;2 GRATES SHOWN PIPE MUST NOT BE IN r SEAPoNG PAD MIN. BEARING CONSTRUCTION JOINT `SDE MEW EACH GRATE SHALL HAVE A , CAPACITY 2000 PSF. I MIN. WEIGHT OF 316 LBS. PIPES SHALL BE FLUSH ? 1.5' X 1.5' T WI H INSIDE WALL 1 CITY OF JACKSONVILLE SLOT OPENING ELEVATION „ ,. y MODIFIED TYPE E INLET TO POND ' A PLATE NO. D-208. INVERT = 4.00 CITY OF JACKSONVILLE . PLATE NO. D-207.' ff ff I f> ff f1 ff POND(STRUCTURE- A DRAWDOWN STORMS EWER TYPE C INLET �I F T STATION S 3 POND A S ) MODIFIED TYPE ...,E DISCHARGE STRUCTURE W GRATE S Z SHEETC-6C ) FLORIDA BUSINESS AUTHORIZATION No. 7228 0) N U N Q STC RM \/\/A - TER P❑LLUTIFIN PREVENTICDN PLAIN x Q CITY'S REQUIREMENTS C❑NTRACT❑R S REQUIREMENTS Q N - N SITE DESCRIPTION GENERAL d - CONSTRUCTED ON UNDISTUf2BED LIP STABILIZED. THE SOIL AND THE AREA: BELOW THE LEVEL WATER SHOULD NOT BE ALLOWED SILT FENCE WILLINSPECTEDF R PTH F M NT TEARS T BE ❑ DE ❑ SEDIMENT, E S ❑ lid N PROJECT NAME AND LOCATION THE CONTRACTOR SHALL AT A MINIMUM, IMPLEMENT THE CONTRACTOR S ,IS RE -CONCENTRATE AFTER .TO RELEASE. LEVEL SPREADER HA DE SHALL BE CONSTRUCTED` THE 3,600 -CUBIC FEET OF STORAGE AREA PER ACRE ,DRAINED DOES NOT APPLY - ON-SITE APPL ❑ FLOWS FROM OFF-SITE AREAS AND FLOWS FROM ON SITE AREAS' HAZARDOUS PRODUCTS , SEE ,IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POST. AN S. D " REQUIREMENTS .OUTLINED BELOW AND THOSE MEASURES H S 'ON IN ACCORDANCE WITH CITY STANDARD DETAIL D-914. THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED' WITH T THAT THE T Y T ❑ SEE E FENCE POSTS ARE FIRMLY IN HE GROUND. . O PROJECT NAM AN LOCATION E D.LOG I❑ OWN THE EROSION THAT ARE .EITHER UNDISTURBED ❑R HAVE UNDERGONE FINAL 00 AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRA GT❑R SHALL UNDERTAKES. STABILIZATION WHERE SUCH FLOWS AR E DIVERTEDAROUND BOTH THE HAZARDOUS MATERIALS. THE SEDIMENT BASINS WILL INSPECTED FOP THE DEPTHOF BE ❑FCOMMUNLTY , u " PRESBYTERIAN CHURCH STOCKPILING MATERIAL: NO EXCAVATED -MATERIAL SHALL BE ADDITIONAL MEASURES SURES REQUIRED T ❑ BE COMPLIANCE WITH APPLICABLE PERMIT DISTURBED AREA AND THE SEDIMENT BASIN: ANY TEMPORARY . SEDIMENT PR❑DUCTS WILL BE IN ORIGINAL CONTAINERS UNLESS-THEYARE NOT SEDIMENT AND BUILT UP SEDIMENT WILL BE R M OVED WHEN IT150 SHERRY DRIVE, STOCKPILED IN SUCH A MANOR'AS TO DIRECT RUNOFF DIRECTLY ❑FF . � CONDITIONS AND STATE WATER QUALITY STANDARDS. RDSDEPENDING ON T E NATURETHE BASINS S CONS RUC ED MUST BE BACKFILLED AND IN RESEALABLE. REACHES 10 PERCENT ❑F THE.D SIGN CAPACITY OR AT THE END OFBEACH, N ATLANTIC FLORIDA PROJECT SITE INTO ANY ADJACENT WATER BODY ❑R STORM WATER- N " OWNER NAME AND ADDRESSCOLLECTION OF. MATERIALS AND METHODS OFCONSTRUCTION,T T HE CONTRACTOR MAY BE FACILITY.. ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL•, ALL T HE JOB: WHICHEVER COMES FIRST,` �I � ORIGINAL LABELS AND MATERIAL SAFETY DATA SHEETS WILL BE RETAINED' I'7 , REQUIREDT A F T R T T ❑ DD LOCCULA ❑ S ❑ HE RETENTION SYSTEM PRIOR TO PLACING SEDIMENT COLLECTED IN PERMANENT ❑R';TEMPORARY SEDIMENT, TRAPS COMMUNITY PRESBYTERIAN CHURCH 'LIMITATION BECAUSE THEY: CONTAIN IMPORTANT PROJECT TNFpRMATI❑N: USE G❑ I [ p � DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACH ES Q 150 SHERRY DRIVE THE SYSTEM INT❑ OPERATION. 6. EXPOSED AREA THE SURFACE AREA ❑F OPEN,, RAW ERODIBLE MUST BE REMOVED UPON FINAL STABILIZATI❑N. PROMPTLY ..REPAIRED. SOIL EXPOSED BY CLEAR L ❑R RUBBING OPERATIONSR G ❑ � 'IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL - � ATLANTIC BEACH, FLORIDA : O EXCAVATION OR FILLING CIPERATI❑NS SHALL NOT EXCEEDACRES. 10AND ..STATE 'RECOMMENDED METHODS FOR PROPER- DISPOSAL WILL. BE * TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED J DESCRIPTION THIS REQUIREMENT MAY BE. WAVED FOR 'LARGE WITH AN FOLLOWED. D. ❑ E FOR BARE `SPOTS, WASHOUTS, AND HEALTHY GROWTH. W SEQUENCE OF MAJOR ACTIVITIES: EITHER CONTROLSER❑SION _ RENOVATION T❑ AN EXISTING CHURCH CONTROL PLAN wRIC. .DEMONSTRATES THAT OPENING ❑F W r r PRODUCT SPECIFIC PRACTICES A MAINTENANCE T CE REPOR WILL ,BE MADE AFTER EACH _I ADDITIONAL AREA WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT J - 'THE FOLLDWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ❑N SITE GE 7 NSPEG ION. A COPY F T REPORT T T I ❑ ❑ HEFORM ❑ BE COMPLETED BY THE > SOIL DISTURBING ACTIVITIES WILL INCLUDE ❑F SEDIMENTS WASTE DISPOSAL Z THE ORDER Or ACTIVITIES WILL BE AS FOLLOWS: PETROLEUM PRODUCTS INSPECTOR IS ATTACHED.CLEARING p AND GRUBBING, EARTHWORK, PAVING AND GRADING 7 INLET PROTECTION: INE TS AND CATCH BASINS WHICH DISCHARGE ALL ❑ N -SITE VEHICLES WILL BE MONITORED FOR _LEAKS AND RECEIVE THE REPORTS. WILL BE KEPT ON SITE DURING CON TR rTI❑N AND � PREPARATIONFOR FINAL PLANTINr AND .SEEDING 1. INSTALL STABILIZEDUTILITIES, 9 INSTALL U ICI IES, STORM SEWER, WASTE MATERIALS DIRECTLY OFF=SITE SHALL- BE PROTECTED FROM SEDIMENT -LADEN STORMU REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF AVAILABLE UPON REQUEST'. TO THE OWNER, ENGINEER OR ANY FEDERAL, C❑N'STRUCTION ENTRANCE CURBS AND`, GUTTERS. Q RUNOFF CURVE NUMBERS:BE S RUNOFF UNTIL CpMPLETIOJ OF ALL CONSTRUCTION OPERATIONS ALL WASTE MATERIAL EXCEPT LAND 'CLEARING DEBRIS SHALL BE LEAKAGE. PETROLEUM; PRODUCTS WILL, STORED IN TIGHTLY SEALED STATE ❑R LOCAL AGENCY APPROVING SEDIMENT ANDEROSION . , 2. INSTALL SILT FENCES AND HAY 10.APP Y BASE T❑ PROJECT. PRE-C❑NSTURGTION - THAT MAY CONTRIBUTE SEDIMENT T❑ THE INLET, - COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER, THE, CONTAINERS WHICH ARE CLEARLY LABELED:. ANY ASPHALTSUBSTANCES` . PLANS. OR STORM WATER .MANAGEMENT PLANS. BALES. AS REQUIRED. ]1. COMPLETE GRADING AND', co 2. DURING N TR .T CONSTRUCTION - U .,❑ S UC ION - DUMPSTER WILL MEET ALL LOCAL AND STATEI.SOLID WASTE MANAGEMENT T T T T USED ❑N SITE, WILL BE APPLIED ACCORDING O HE MANUFAC URER`S THE REPORTS SHALL BE MADE AN RETAINED T T D AS PAR OF HE STORM 3. CLEAR AND GRUB FOR'DIVERSION INSTALL PERMANENT 8. TEMPORARY SEEDING AREA OPENED YCONSTRUCTIONT S E ED B OPERATIONS _ = 3. POST CONSTRUCTION REGULATIONS.. THE DUMPSTER-WILL BE EMPTIED AS NEEDED AND THE RECOMMENDATIONS. WATER P❑LLUTI❑N PREVENTi❑N, PLAN FOR AT LEAST THREE YEARS FROM c- SWALES/DIKES AND SEDIMENT' SEEDING/SOD AND PLANTING AND THAT ARE NOT ANTICIPATED TO BERE-EXCAVATED OR DRESSED AND W TRASH WILL BE T❑ A STATE_ APPROVED LANDFILL. -ALL THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE ❑F f-- N. B.A SI 42. COMPLETE FINAL RAVING RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS .SHALL SEEDED .HAULED FERTILIZERS. , - SOILS .BE PERSONNEL WIUL BE INSTRUCTED REGARDING THE CORRECT TERMINATION IS SUBMITTED. THE REPORTS SHALL IDENTIFY ANY Z D 4, CONSTRUCT SEDIMENTATION]3, REMOVE ACCUMULATED WITH A QUICK GROWING:GR.ASS SPE.G'IES WHICH WILL PR VIDE AN EARLY U) �_ SEE SOIL BORING REPORT FOR SOILS DATA , PROCEDURE FOR WASTE DISPOSAL, NOTICES STATING THESE FERTILIZERS USED WILLBE APPLIED ONLY IN THE REQUIRED AMOUNT INCIDENTS ❑F NON-CMPLIANCE BASIN. SEDIMENT FROM BASINS COVER DURING THE SEASCN IN WHICH IT IS PLANTED AND WILL NOT , , O T PRACTICES WILL BE POSTED AT THE SITE BY THE RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL > W' 5. CONTINUE C'LEARING'AND 14. WHEN ALL CONSTRUCTION. LATER COMPETE WITH THE:. PERMANENT GRASSING. THE SITE SUPERINTENDENT WILL SELECT UP T❑ THREE INDIVIDUALS W Q SITE MAPS CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL.WH❑.MANAGES E WORKED INTO THE I T❑ LIMIT EXPOSURE .T❑ STORM WATER: B ❑ E S❑ L � � GRUBBING. ACTIVITY B G AC IV[ IS 'COMPLETE AND THE WHO WILL BE RESPONSIBLE FOR INSPECTIONS. MAINTENANCE AND W ; ATTACHED R N F R PR P T SEE G ADING PLA ❑ E S, OS DEVELOPED GRADES. 9. TEMPORARY SEEDING AND hIUGCHING: SLOPES STEEPER THAN THAT S E N 6.1 HA T DAY-TO-DAY TOPERATIONSF R HESITE WILL BE ❑ STORAGE WILL BE I'N A COVERED AREA. THE CONTENTS.❑F ANY J ' 6. STOCKPILE TOP SOIL IF REQUIRED: SITEISSTABIL REMOVE ANY RE ❑ E REPAIR ACTIVITIES. AND FILLING OUT THE INSPECTION AND Z Z � AREAS LOCATION E S ❑F SOILS. DISTURBANCE, L❑GA ION ❑F SURFACE WATERS, 'WETLANDS, FALL WITHIN THE CATEGORY ESTABLISHED WITHIN PARAGRAPH 8 ABOVE: 'SEEING THAT THESE PRACTICES ARE FOLLOWED. PARTIALLY USED BAGS ❑F, FERTILIZER. WILL BE TRANSFERRED TO A (/) O O Q -NONSTRUCTURAL 7.' PERFORM PRELIMINARY GRADING T G DI G EMPpRARY .DIVER -SIGN..- MAINTENANCE REPORT. Z p L17 O PROTECTEDZ AREAS, MAJOR .AND CONTROLS- TT -SHALL ADDITIONALLY REGhLVE MULCHING ❑F APPROXIMATELY 2 INCHES Vm BIN ❑ A AVOID � O O ON SITE AS REQUIRED: SWALESF IKE"S: AN. R - D D E SEED/SOD Z Z O a AND STORM WATER DISCHARGE POtNTS. LOOSE MEASURE OF MULCH MATERIAL CUT INT❑ THE SOIL ❑F THE SEEDED HAZARDOUS WASTE PERSONNEL SELECTED FOR INSPECTION AN MAINTENANCEW D Q Q N 00 8.' STABILIZE DENUDED AREAS AND AS REQUIRED. ED. PAINTS I S 2 = � AREA ADEQUATE Tp, PREVENT - MOVEMENT ❑F SEED AND MULCH. RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE 0 O Cn U) 'Q *SEE ATTACHED EROSION AND TURBIDITY, CONTROL 'PLAN FOR LOCATION OFSTOCKPILES :A.S SOON AS HAZARDOUS WASTE MATERIALS WILL BE DISP❑SED OF IN THE W U Lf) � ALL CONTAINERS WILL BE TIGHTLY SEALED AND STARED WHEN NOT SUPERINTENDENT. THEY WILL BE TRAINED N A T. 7 L I ED I ALL HE INSPEC I❑N AND -7 � W Q TEMPORARY T T A T T STABILIZATION ION PR C ICES AND URBIDITY BARRIERS PRACTICABLE. 10. TEMPORARY GRASSING TFIE'SEEDED OR SEEDED AND MULCHED S MANNER' SPECIFIED BYLOCAL STATE REGULATION ❑R BY THE aLp N Ln REQUIRED FOR USE. EXCESS PAINT: WILL NOT BE. DISCHARGED TO THE - MAINTENANCEPRA T Y r PRACTICES NECESSARY FOR KEEPIN., THE EROSION AND - SEE GENERAL NOTES FOR REQUIREMENTS FOR TEMPORARY AND - - SHALL BE ROLLED AND WATERED T ❑R HYDROMULCHED OR OTHER MANUFACTURER. SITE WILL BE INSTRUCTED IN THESE T, SYSTEM T Y P S ORM SEWER S S EM BU WILL BE PROPERLY DISPOSED ❑F ACCORDING SEDIMENT., CONTROLS USED ON SITE IN `GOOD WORKING ORDER.: i -)- TA M TH F R .SUI BLE E ❑D I EQ I, R 7 JI ED ❑ ASSURE GROWING T PRACTICES AND THE SITE SUPERINTENDENT, THE INDN`IDUAL WH❑ 1- m U m Z PERMANENT STABILIZATION T T INSTRUCTIONS, STATE O MANUFACTURER'S IN.S RUC IONS.❑R S A E AND LOCAL REGULATIONS, �-Z TIMING OF CONTROLS/MEASURES CONDITIONS FOR THE 'ESTABLISHMENT ❑F GOOD. GRASS COVER. MANAGES THE DAY-TO-DAY SITE OPERATIONS WILL BE RESPONSIBLE FOR Z W Q W SITE AREA L I& AMOUNT REQUIRED SEEING THAT THESE PRACTICES ARE FOLLOWED. LNCRETE TRUrKS NON STORM WATER DTSCHARGES ' Z W .U W 1. TOTAL AREA OF SITE 69:87 ACRES Wry ., FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATI'❑NS. U- W2 UW TOTAL AREA T❑ BE DISTURBED. - 6 9.87 ACRESES' AS INDICATEDIN THE SEQUENCE OF`MAJOR ACTIVITIES THE SILT FENCES CONCRETE TRUCKS WILL NOT BE ALLOWED TO OUT ❑R DISCHARGE I IT IS EXPECTEDTHAT THE FOLLOWING NON -STORM ORM WATER DISCHARGES Q O NAME OF RECEIVING WATERS: TROUT RIVERR 'AND HAY BALES., STABILIZED CONSTRUCTION ENTRANCE SEDIMENT(I 11.TEMPORARY RE IF, AFTER 14.DAYS FROM SEEDING, THE SANITARY WASTE SURPLUS CONCRETE ❑R DRUM WASH'WAT R ❑N THE SITE WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD. _ In )AND � � U � BASIN WILL BECONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY TEMPORARY GRASSES AREAS HAVE NOT ATTAINED A MINIMUM, OF 75 ALL SANITARY WASTE.WILL BE COLLECTED FROM THE PORTABLE UNITS AS a_ � `. CONTROLS 'POSSIBLE 'SPILL CONTROL PRACTICES WATER FROM WATER LINEFLUSHING OTHER PORTION OF THE SITE. STABILIZATI❑N MEASURES SHALL BE INITIATED AS .SOON AS PRACTICAL IN RpRTIONS OF THE SITE WHERE PERCENT GOOD .GRASS CO`✓ER', ADDITIONAL SEED AFPU E]] THE. AREA WILL BE REWORKED AND. SUFFICIENT T❑ ESTABLISH THE DESIRED NEEDED TO PREVENT SPILLAGE. THE. WASTE WILL BE COLLECTED AND DISPOSED IN ACCORDANCE WITH STATEE AND L❑GAL.WAS E DISPOSAL IN ADD[TI❑N TO THE GOOD HOUSEKEEPING AND MATERIAL MAINTENANCE PAVEMENT WASH WATERS WHERE NO SPILLS ❑R LEAKS F7 TOXIC OR r. ' ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY VEGETATIVE REGULATIONS FOR SANITARY SEWER ❑R SEPTIC SYSTEMS.PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS ❑ THIS PLAN,N, THE , HAZARDOUS MATERIALS IALS HAVE CGGURRED.GONSTRUCTION � CEASED. ❑ GE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN .. FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND Pp4 THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL 12. MAINTENANCE ALL FEATURES OF THE PROJECT DESIGNED AND wUNCONTAMINATED GROUND WATER (FROM DEWA7EKING EXCAVATION',. ; ' :AREA; THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE ' OFF-SITE VEHICLE PARKING CLEANUP: ' 7_ - AND TURBIDITY CAUSED STORM WATER RUNOFFAN ER❑5I N AND WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED THE CONSTRUCTED TO PREVENT ER❑SION.-AND SEDIMENT SHALL BEEROSION MANUFACTURER'S S RECOMMENDED METHODS FOR SPIE_ CLEANUP - WILL BEALL NON -STORM ST RM WAT ER DISCHARGES WILL BE DIRECTED T❑ THE SEDIMENT- , .r TV�1 TURBIDITY N AR TINSTRUCT.T r T PLA HAS BEEN PREPARED ❑ HE CONTRACTOR ❑N ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS MAINTAINED DURING THE LIFE OF THE CONSTRUCTION S❑ AS TO A STABI IZED CONSTRUCTION EN WILL PROVIDED T❑ HELP L ❑ E LL BE "CLEARLY POSTED ❑N SITE AND. SITE .PERSONNEL WILL BE MADE AWARE OF THE BASIN RRI❑R TO DISCHARGE. L PLACEMENT ❑F THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY .AND THE EARTH DIKES/,SWALES WILL BE REGRADED/REMOLDED AND STABILIZED FUNCTION .AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED.. REDUCE VEHICLE TRACKING ❑F SEDIMENTS. THE: PAVED STREET ADJACENT .PROCEDURES AND LOCATION ❑F THE INFORMATION --AND .CLEANUP 7 T❑ INSTALL'. AND MAINTAIN THE CONTROLS PER PLAN A W A ENSURE LL. I E S WELL S E SU E , IN ACCORDANCE WITH THE ER❑SI'ON & TURBIDITY CONTROL PLAN. 13. PERMANENT EROSION CONi'ROL• THE EROSION CONTROL FACILITIES ❑'F' T THE SITE ENTRANCE W PT DAILY T REMOVE ANY EXCESS ❑ SI E A CE ,ILL BE SWE D IL ❑ ', T T T T: 'TRUCKS MUD, DIR OR ROCKS FROM, DUMP HAULING P SUPPLIES. CONTRACTORSCERTIFICATION c-: THE PLAN PROVIDINGTH PROPER PR rECTI❑N A R R v.F RA IS E O S EQUI ED B FEDERAL, -THE RACKED NE SI E. C: THE PROJECT SHOULD BE DESIGNED TO MINIMIZE IMPACT ON THE MATERIAL FROM THE CONSTRUCTION WILL BE COVERED WITH MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT S L E I CERTIFY UNDER PENALTY OF `LAW THAT T T T I UNDERSTAND HE FRMS AND T STATE, AND LOCAL LAWS. REFER TO CONTRACTORS RESPONSIBILITY FOR A . OFF-SITE FA(ILIT7ES. _ TARPAULIN.. T T TCONDITIONS_ IN HE MA ERIAL STORAGE .AREA N SITE EQUIPMENT AN MATERIA W ❑ E D LS ILL❑ F TH ❑ THE NATIONAL POLLUTANT H L ❑LEU DISCHARGE : VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. CONTROLS F 14. PERMANENT SEEDING AEI AREAS WHICH HAVE BEEN DISTURBED BY INCLUDE BUT N T BE LIMITED T❑ BR❑MS, DUST PANS, MOPS, RAGS. ELIMINATION SY TEM < NPDES).PERMIT THAT A THORIZES THE STORM WATER STORM WATER MANAGEMENT T CONSTRUCTION WILL, AS A. MINIMUM BE SEEDED. THE SEEDING MIX MUST GLOVES GOGGLES. LIQUID ABSORBENT C'.e..KITTY LLT7ER OR EQUAL). ➢IS HARGES ASSOCIATED WITH INDUSTRIAL L ACTIVITY THE ` STORM WATER DRAINAGE WILL BE PROVIDED B DESCRIPTION PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL SAND, SAWDUST AND PLASTIC AND METAL TRASH CONTAINER'S SPECIFICALLY CONSTRUCTION SITE IDENTIFIED AS PART ❑F THIS CERTIFICATION , CONTRACTORS RESPONSIBILITY T❑ IMPLEMENT THE EROSION AND IS THE TURBIDITY CONTROL AS SHOWN ❑N THE EROSION AND TURBIDITY CONTROL VEGETATION. SLOPES .STEEPER .THAN 41 SHALL BE SEEDED AND MULCHED FOR THIS PURPOSE. ,.. " C ' FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT OR SODDED ' INVENTORY ❑E POLLUTION PREVENTION PLAN - PLAN: IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS W. CONTROLS'ARE PROPERLY IN TALLED MAINTAINED AND FUNCTIONING PROPERLY STRUCTURAL PRACTICES �i COMPLETE WHEN CONSTRUCTION IS COMPLETE. TO PREVENT TURBID OR POLLUTED, WATER FROM LEAVING THE PROJECT SITE, THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL � ` THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN 1. TEMPORARY DIVERSION DIKE TEMPORARY DIVERSI❑N DIKES MAY PRESENT ON-SITE DURING CDNSTRUGT[ON, WEAR, APPROPR ATE PROTECTIVE CLOTHING TO PREVENT INJURY FROMM ❑ �. USED TO DIVERT RUNOFF THROUGH A,SEDIMENT 'TRAPPING FAGILITv CONTACT WITH A HAZARDOUS TAN ❑ Z ➢❑US SUBS CE �.. �. ❑ ❑ ❑ ❑ ❑N THE EROSION AND TURBIDITY 'CONTROL PLAN AND ADD ADDITIONAL CONTROL 0 ¢ 'MEASURES AS REQUIRED TO INSURE THE SITE MEETS ALL FEDERAL, STATE AND AND IT SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914 SPILL `OF TOXIC HAZARDOUS MATERIAL WILL BE T❑ THE L� Ir U u ¢ U ¢ U : Z � LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. TH E F L OWTN G BESTINSTALLED' 2. TEMPORARY SEDIMENT T Ao.A •❑ SEDIMENT TRAP SHALL BE IN❑ Go Crete 1:1Fert't'�ers Wood APPRgPRIATE ST TE ❑R LOCAL GOVERNMENT AGENCY REG RDLESS OF THE J U Z Z Z F- Z T T T Y T CONTRACTOR MANAGEMENT PRACTICES WILL BE IMPLEMENTED HE ❑N RAGTpR AS A DRAINAGE WAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF As halt Petrotewr� Based. Products M6sonr Blocks ❑ P ❑ ❑ Y SIZE OF THE.. SPILL. � J ¢ ED U i C3, U I a 'U i U U r 'REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRE D DISCHARGE FROM A DI5TUF'BED AREA, T i t P' M ri l ❑ Tor ❑, C egning So vents Rooping ate a s 'PREVENTION Z w z (A � � > �, m � m � to TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ❑N THE PROJECT THE SPILL FLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO D w Z Z TIMING OF CONTR❑LS/:MEASURES THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRU TED EITHER G R ❑ Metal studs ❑ � SITE BY THE REGULATORY AGENCIES, INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION Detergent Int ,a s . PREVENT THIS OF FROM REOCCURRING HOW TO CLEAN UP P: THERE ANOTHER T�.. T E S ILL ERE IS NO HER A HE 0 W.. ,,, - Q J REFER TO "CONTRACTOR'S RESP❑NSIBILIPY" FOR TIMING OF DIKE __________ __________ __________ IF ❑NE. DESCRIPTION OF THE I SPILL, WHAT CE �- CONTROL MEASURES;. EROSION AND SEDIMENT CONTROLS CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. 'SPELL PREVENTION Z STABILIZATI'❑N PRACTICES A. BLOCK AND GRAVEL SEDIMENT PP WHERE HEAVY APPLICABLE E E EA FILTER THIS PROTECTION LS W N/ R WHERE AN OVERFLOW FLOWS AND/ E E ❑ E FLOW THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE THE' W W Q COMPLIANCE WITH CERTIFICATION ❑� CO NCE I H 1. HAY BALE BARRIER HAY BALE BARRIERS CAN BE USED BELOW CAPACITY IS NECESSAF'Y TO PREVENT EXCESSIVE PONDING AROUND OPERATIONS, BE SPILL PREVENTION AND CLEANUP COORDINATOR. (/7 FEDERAL, STATE:, AND LOCAL REGULATIONS HE/SHE 'WILL DESIGNATE AT SITE PERSONNEL v7 GL DISTURBED AREAS SUBJECT TO SHEET AND; RILL EROSION WITH THE THE STRUCTURE REFER TO D-90c� FOR CONSTRUCTION ❑F A MATERIAL MANAGEMENT PRACTICES LEAST ONE ETHER WRC] W RECEIVE P PREVENTION T T ILL ECET E S ILL P EVEN ION AND CLEANUP RAINING HESE W � 7 % Z W ACCORDANCE WITH RA STATE AND LOCAL LAW RELATED T❑ STORM IN CCp DANCE I FEDERAL, FOLLOWING LIMITATIONS : CURB. INLET SEDIMENT FILTER, AND D-904 FOR CONSTRUCTION ❑F A INDIVIDUALS A W H M P FOR PART I DI IDU LS ILL EACH BECOME RESPONSIBLE ❑ A PARTICULAR PHASE W Q L M W WATER MANAGEMENT AND EROSION AND TURBIDITYCONTROLS, THE FOLLOWING A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. DROP INLET SEDIMENTF FILTER. THE FOLLOWING ARE THE MATERIAL MANAGEMENTPRACTICES THAT WILL F PREVENTION CLEANUP. THE NAMES OF RESPONSIBLE SPILL q -J J T QJ_ W B IN MINOR SWALES ❑R DITCH LINES WHERE THE MAXIMUM BE USED T❑ REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE ., Q PERMITS HAVE BEEN OBTA]NEIDPROTECTION . . CONTRIBUTING DRAINAGE AREAIS N❑ GREATER THAN 2 ACRES. B. GRAVEL SEDIMENT TRaP_THIS : IS.APPLICABLE WHEREP .. OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. PERSONNEL BEPOSTED IN THEMAT MATERIAL STORAGE AND IF '' LL Uy < D.E.R. DREDGE/FILL PERMIT # ' APPLICABLE, IN THE OFFICE TRAILER N SITE. �, Q WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS: HEAVY CONCENTRATED FLAWS ARE EXPECTED, BUT NOT WHERE GOOD HOUSEKEEPING,. 7 Z G.O.E. 'DREDGE/FILL PERMIT # D. EVERY EFFORT SHOULD. BE MADE TO LIMIT THE USE OF STRAW .:SAGE r T PONDING AROUND HE S T T M T RUC URE IGH CAUSE EXCESSIVE W W 0 U ry O S. J.R.1.J.M.D M,S S.W. PERMIT # BARRIERS CONSTRUCTED IN LIVE .'STREAMS OR IN SWALES`WHERE INCONVENIENCE OR TO STRUCTURES & UNPROTECTED THE: FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED Q U n W D_ - THERE IS THE POSSIBILITY OF A WASHOUT, IF NECESSARY, MEASURES. -< AREAS. REFER 7p D .303 FOR CONSTRUCTION ❑F' CURB INLET .& DROP ❑N=SITE: DURING THE CONSTRUCTION PROJECT: , Z Q � m SHALL BE TAKEN TO PROPERLY ANCHOR BALES T❑<INSURE INLET SEDIMENT TRAP. � T T AN EFFORT WILL BE MADE T❑ STORE ONLY ENOUGH PRODUCT REQUIRED ❑ 0/ (� 1- (�. T �.L� U J POLLUTION PREVENTION PLAN CERTIFICATION AGAINST WASHOUT. C. DROP INLET SEDIMENT TRAP HIS PROTECTION ION [S APPLICABLE WHERE ❑ T HE JOB. W a U I- Z NQ MAINTENANCE/INSPECTION PROCEDURES I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL REFER T❑ CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY THE INLET DRAINS A RELATIVELY FLA AREA AND WHERE V) W W PREPARED MY DIRECTION OR SUPERVISION IN BASE BARRIER. ALSO REFER TO D-901 D_911: AND D-12 FOR PROPER SHEET OR OVERLAND <Q < O5 CFS) ARE TYPICAL. THIS METHOD Y ALL MATERIALS STORED ❑N SITE WILL BE STOREDED IN A NEAT. ❑ DE 'ALL � r_q o ^� J Z J F- NN ATTACHMENTS WERE UNDER ACCORDANCE WITH A SYSTEM TO ASSURE THAT QUALIFIEDSHALL T'N AN MATERIALUSAGE'. LOCATION D NOT APPLY TO INLETS RECEIVING,C❑NCENTRATED FLOWS SUCH MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE UNDER'A EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE. PRACTICES Q E.L W .DESIGNED PROPERLYGATHERED ANDEVALUATED THE INFORMATION . SUBMITTED. : BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO 2 FILTER FABRIC BARRIERS FILTER FABRICRIC BARRIERS CAN BE USED BELOW IM STREET ❑R HIGHWAY CONSTRUCTION F NAY ' MEDIANS. REFERR T❑ D_905.F R BASE FABRIC SEDIMENT FILTER. ROOF OR OTHER ENCLOSURE. _ THE F❑LL❑WINr ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BEPERSONNEL USED TO MAINTAINER❑ ION AND SEDIMENT CONTROLS: < MANAGE THE SYSTEM ❑R THOSE FOR DIST,lRBED AREAS SUBJECT TO SHEET AND RILL ER❑SION WITH THE PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE - FOLLOWING LIMITATIONS 3 . OUTLET PROTECTION: APILICABLE TO THE OUTLETS OF ALL PIPES AND ORIGINAL MANUFACTURER'S LABEL.' NO MORE THAN 10 ACRES OF THE SITE. SHALL BE DENUDED AT ONE TIME SUBMITTED T TH GATHERING THE INFORMATION, THE: INFORMATIONSUB I ED IS ❑ E T N TH ARRIER S' THAN` P R NT, A: WHERE HE MAXIMUM SLOPE BEH] D E B I LESS 33 E CE T IJ PAVED ENDWALL SEC I❑ T WHERE H FLOW ❑U CA EROSION S E E E L❑ G LD USE E ❑SIO T... WITHOUT WRITTEN P RM N FROM THE ENGINEER. I ❑U I EN E ISSI❑ F [] E O BEST OF MY KNOWLEDGE AND B ELIEF .TRUE, ACCURATE :AND COMPLETE. I B. IN MINOR SWA:LES R DITCH LINES WHERE THE :MAXIMUM IJ & SEDIMENT PROBLEMS TO THE RECEIVING WATER BODY. SILT FENCES & SUBSTANCES WILL NOT BE MIXED WITH ONE .ANOTHER UNLESS W O AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE ` -IMMEDIATELY, HAY BALES ARE TO BE INSTALLED MM AT YDOWNSTREAM F TH I EDI EL ❑ E x ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT,. � r CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2'ACRES. Y T T RECOMMENDED B HE'MANUFAC MANUFACTURER. r TY F FINE ANIMPRISONMENT F R INFORMATION INCLUDING THE POSSIBILITY ❑ I E D ❑ 'ON THE OUTLET : THE PERSON RESPONSIBLE FOR THE DAY TO DAY'SITE'OPERATIQN, OR REFER TO CLTY STANDARD DETAIL D-918 FOR PROPER CONSTRUCTION DISCHARGE STRUCTURE; AS SHOWN PROTECTION DETAIL, KNOWING '❑LATII❑NS. VI SOMEONE. APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A,WEEK AND Q OF THE FILTER FABRIC BARRIER: 4. SEDIMENT BASINS WILL EiE CONSTRUCTED ATHE COMMON DRAINAGE WHENEVER POSSIBLE, ❑F THE PRODUCT WILL BE USED UPBEFORERE FOLLOWING ANY STORM EVENT OF 0.25 -INCHES OR GREATER. Z W 3. BRUSH BARRIER WITH FILTER FABRIC BRUSH BARRIERS MAY BE USED LOCATIONS THAT SERVE AN AREA WITH 1.0 OR MORE •D[STURBED ACRES T T DISPOSING OF HE CONTAINERS. V)` SIGNED BELOW DISTURBED AREAS WHERE SHEET AND RILL EROSI❑N WHERE * TURBIDITY T T ALL URBIDI CONTROL MEASURES WILL ,BE MAINTAINED IN GOOD. WORKING AT ONE TIME THE PROf❑SED'STORM WATER PONDS COR TEMPORARY, ENGINEER OF RECORD ENOUGH RESIDUAL MATERIAL IS AVAILABLE ON SITE. MANUFACTURER'S FOR PROPER USE AND DISP❑SAL T WILL BE INITIATED WITHIN 24 HOURS ORDER. IF. A REPAIR IS NECESSARY, IT PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS: THESE .KEG❑MMENDATION.S 4. _LEVEL SPREADER A LEVEL SPREADER MAY. BE USEDWHERE SEDIMENT- SEDIMENT.BASINS.MUST PROVIDE A.MINIMUM OF 3,600 CUBIC FEET OF WILL E FOLLOWED.' L B ❑LL OF REPORT. . .FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATI❑N OF THE SITE. BUILT UP SEDIMENT- WILL BE REMOVED FROM SILT -FENCE WHEN IT HAS DATED GRADED AREAS ONTO UNDISTURBED- :STABILIZED AREAS, THIS PRACTICE THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE, MATERIALS .REACHED ONE-THIRD THE HEIGHT OF THE FENCE. APPLIES ❑ L I N THOSE ONLY SE SITUATIONS WHERE THE SPREADER CAN BE ❑ ❑N -SITE RECEIVE PROPER USE AND DISPOSAL. SHEET C - 7 _0 N I U N O EROSION ON AND ``SEDIMENT CONTROL NOTES x Q 1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE INAncho r bal� ' s With 2 2" x 2 x 4 ALL DITCHES ANn ;WAI FS AT C:C)AAPI FTlnnr nl= :rnnlcrpi Irrinni Sidewalk stakes per bale. 2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AN I D SEDIMENT CONTROL DEVICES AFTER COMPLETIONLETION OF 010-1 � �--- � Open r CONSTRUCTION AND ONLY, WHEN AREAS HAVE BEEN STABILIZED. 1`' Riser !C!lIII1##IIII#####lfliflllll#III# til f 7 3. ADDITIONAL PROTECTION ON-SITE PRO � r TEGTION IN ADDITION TO THE � �� � - -- ABOVE MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE ' Apron Dit�ch .... = - DitchPR0JECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS. Curb - 8c' utter � 9 Curb &gutter I - 4. CONTRA _ CTOR SHALL. INSURE THAT ALL DRAINAGE STRUCTURES, � � � O ES, PIPES, � .% O 6 �!# ! fflllff###1! ETC. ARE GLEANED OUT AND WORKING PROPERLY AT TIME I I I OF ##.!!lillllf#11111111#lIIIBIIlII######II IIIIIiI!lNI1�#1#1!!111##1#IIN##fll ACCEPTANCE. 5. WIRE MESH SHALL BE LAID OVER THE DROPINLET LE SO THAT THE WIRE EXTENDS A MINIMUM OF`1'FOOT BEYOND EACH SIDE OF THE INLET PARTIAL INLET COMPLETED IINLET DITCH BOTTOM INLET 5 STRUCTURE. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 - INCH OPENINGS SHALL BE USED.. IF MORE THAN ONE STRIP OF MESH' IS NECESSARY THE STRIPS` SHALL BE OVERLAPPED. 6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED ODER THE WIRE .MESH c PROTECTION AROUND INLETS OR �- 4 AS INDICATED IN D-903. THE DEPTH OF STONE SHALL BE AT SIMILAR STRUCTURES LEA ST 12 INCHES OVER THE ENTIRE INLET OPENING. THE STONE a SHALL EXTEND BEYOND THE INLET OP N.T.S. O ENING AT LEAST 18 INCHES ON V) ALL SIDES. 7.3 IF THE STONE FILTER BECOMES CLOGGED' WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION THE H STONES MUST BE PULLED AWAY FROM THE INLET CLEANED AND REPLACED. 8. BALES SHALL BE EITHER WIRE -BOUND OR STRING -TIED NG_TIED WITH THE :BINDINGS ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER THE BALES. 9. BALES SHALL BE PLACED LENGTHWISE IN A SINGLE -ROW SURROUNDING THE INLET, WITH THE ENDS OF ADJACENT BALES PRESSED TOGETHER. 1 10. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A `TRENCH SHALL BE EXCAVATED TO A MINIMUM DEPTH OF '8 INCHES. AFTER THE BALES ARE ..STAKED THE EXCAVATED SOIL SHALL BE `BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER'. "O,� Type ,A or B fence 11. 50 100 150 200 250 300 350 400 O O EACH 'BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT Note. Bales 'to be Staked at the L LEAST TWO A Z Z cn O O STAKES OR REBARS DRIVEN THROUGH THE BALE. direction of the engineer. Spacing F O O m ng eer. P 9 (In eet) STABILIZED CONSTRUCTION ENTRANCE z z Q O Q Q N W 12. LOOSE STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT E WATER ``� _ = O � FROM ENTERING BETWEEN BALES: Loose still laced b shovel and N.T.S. v> cn z o P Y CHART � U LnQ lightly compacted` along upstream `, W O 13. STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH face ofIn cL ctf t2) bales, RECOMMENDED.SPACING FOR TYPE. I AND. TYPE LI HAY BALE BARRIERS, AND TYPEN a. III V) RAINFALL AND AT LEAST DAILY DURING. PROLONGED ,RAINFALL. AND TYPE IV SILT FENCES AND PAVED DITCH. HAY BALE BARRIERS cn > >- 14. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGEDI- m O U BALES:, BALES BACKED m z z END RUNS AND UNDERCUTTING BENEATH BY FENCE z C� mW W Id 1- 0 N.T.S. w v W SPACING RECOMMENDATION FOR _ z z 15. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE W W Jr ACCOMPLISHED PROMPTLY. J U W <CO Q W 1- O � SILT FENCES & HAY BALES U W � _ Q � Cn o o U o a- 16. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE (D-906) BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,PREPARED AND SEEDED: N.T.S. a 17. SIT f L FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT,LEAST DAILY DURING PROLONGED 2. PLACE AND STAKE STRAW BALES. `.RAINFALL. ANY REQUIRED ..REPAIRS SHALL BE MADE IMMEDIATELY: DROP INLET WITH GRATE 2 . STAPLE WIRE FENCING TO 1. EXCAVATE THE TRENCH. w' 18. SHOULD THESTAKED r FABRIC ON A SILT .FENCE OR FILTER BARRIER DECOMPOSE » THE POSTS: OR BECOME INEFFECTIVE PRIOR TO THE END OF.THE EXPECTED USABLE STRAW BALE 1. SET POSTS AND EXCAVATE `A 4x4 I9IIIIIII V1 COMPACTED SOILENCH UP SLOPE ALONG THE LINELIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE II III I IIII I . / Irlflll IIII1111 [�] TO PREVENT PIPING F P REPLACED PROMPTLY. ❑ ❑ to ❑ ❑ .❑ 0 POSTS r ri r I i I I IL I z IIIIIIIIIII III r -7- I IIII 111111 IIIIIIII ❑ i l l{Ill 1 1 111 tl Itit1141 / i / i/ I I l i l l l l l r `I I' I l l l f l l 1 1 1 1 1 1 1 I 51 ❑. _ rr / / / r ,/ W `W` / / / r / / / I IIIIIIII IIII II IIIA. / / VIII IlJlli / / r 19. SEDIMENT DEPOSITS S SHOULDBE REMOVED EACH. STORM EVENT. ❑ I WATERED � THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY MATELYONERUNOFF WITH SEDIMENT r , i r/ THIRD THE HEIGHT OF THE BARRIER. II IIIIIIIIIIII7II I1I1IxI1I1I1Ir1 IIIIIrIPI1JIIIIIII IIIIIIII1III IIIIIIIIII IIJI' 1I 1I 1I 1I1IJ111II1 rr /r 4` //// /, r i!i/✓'/r r/ I Illlllltlilll Ilfllll 5 / �01 / .IIII III / / r / ❑ ❑ ❑ SILT FENCE / IIIIIr / r III 20. ANY SEDIMENT DEPOSITS.. REMAINING IN PLACE AFTER THE� OR FILTER- BARRIER IS NO LONGER REQUIRED .SHALL BE DRESSED TO � I / r / ji / ✓/ /, / ,/ r✓ r , /./ / r I I I I I I Staked and Entrenched WITH THE EXISTING GRADE, PREPAREDAND SEEDED. rata Qe r a 21. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS / BALE ri WIDTH ' MADE AS NEEDED. STRAWo 400 r BALES 22. SEDIMENT SHALL BE REMOVED AND THEBinding Wire TRAP `RESTORED TO ITS STAKED WITH 2 8" FLOW or Twine ORIGINAL DIMENSIONS WHEN E THE SEDIMENT HAS ACCUMULATED TO 1/3 STAKES PER BALE THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE Compacted 5011 to .DEPOSITED. IN ASUITABLE- AREA AND H 4" P IN SUCH A MANNER THAT IT WILL AY BALE SEDIMENT FILTER ' Prevent Piping NOT ERODE. SPECIFIC APPLICATION ` 4. 'BACKFILL AND COMPACT THE Filtered. Runof I Sedlm ant Laden 23, THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION EXCAVATED SOIL. Run I 3: WEDGE LOOSE STRAW BETWEEN off AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE 'PLANS, 4. BACKFILL AND COMPACT THE L NS, BALES. ' THIST I ` ME HOD OF INLET PROTECTION IS APPLICABLE WH 1 SPECIFICATIONS AND ST. JOHNS RIVER WATER .MANAGEMENT DISTRICT ERE THE. INLET EXCAVATED SOIL. I DRAINS A RELATIVELY 'FLAT 'AREA (SLOPES ES N0 GREATER THAN 5 PERCENT WHERE 111 SPECIFICATIONS AND CRITERIA: ) I J , SHEET OR OVERLAND FLOWS (N OT'EXCEEDING 0.5'cfs) ARE TYPICAL.`, THE IIIIfIII 0 3. ATTACH TMETHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH HE FILTER ER FABRIC TO ,III1I 1IIII II III24. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO „THE FLORIDA DEVELOPMENT 'MAN AL AS IN STREET OR HIGHWAY'MEDIANS. THE WIREFENCE AND EXTEND IT ! I1l P _ A GUIDE TO SOUND IIIIII IIIIII I I J I INTO THE TRENCH: I 1 1 STATE OF FLORIDA IIIII11I I 1 1 ILAND AND'WATER MANAGEMENT" FROMTHE I 1 I I 1 I 1 i Z7 J I- I.III II IIII II 111111 IIIIIIIIIIIII IIIIIII DEPARTMENT OF ENVIRONMENTAL REGULATION (F.D.E.R.) CHAPTER 6. , /, 1 1111111 11 l 11 11,, W STAKESr , / I 1 II Ir111111J111J11 nall, IIIl11I7 I / /FILTERE '/'r/,' illi!!! I ,IFI 1111x1 1111111 IIJIrJfJI1I111 IrJWATER / // Illlilllllllll Illllfll Illlllf I 1 Firl1 111111125. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT E /, ,.. r IiIlfllll Illlfl PIIIII'IIII Ill! j IIIIIIIIIIIIIIII /L.L TO ALL WETLAND AREAS WHERE THERE I5 POTENTIAL FOR DOWNSTREAM r /i 'i / i ' 11 I I I 1 I 17 I I i I I l 1 1 1 1 1 1 r i r• t 1 1 7 I I I I 1111 z r , r , BURLAP 'FABRIC ii r/ / ri /i /i / / ✓ / / / WATER QUALITY DATION SE /, r / r,/ / f I I I I i I P I I I I I I r✓ /, r 1 1 1 1 Q LI Y DEGRA E DETAIL' -SHEET FOR TYPICAL ~ RUNOFFr r r / r / / IIIIIIII ,IIII IIIIIIIIIIf I I r / / / / r / r 0 r r/ r/ // //,: ;CONSTRUCTION. �� WATER ri / / / ii r ✓ /i ii r / r W - //,i /,/r r II IIIIIIIIIIII lirllfl /,,rr,r,/,rriz III WITH SEpIMENT /, /j i t /, ✓, r/ !, / i/ /j /r // r IIII 1 1 1 1 17 1 1 I I I I I r I I I l I 1 J 1 / /r r. ,, // r r i �- / /rr/ .r /✓,r i/,r / /rix / r r ,/,/ / rr,i Q 26. ALL DISTURBED AREAS SHALL BE GRASSED FERTILIZED M Z , MULCHED AND / r , /, , / i r /i / r , , /r /, / ✓ I I I J I I I I'l l l / / 7 (� r/, / r // ,/ / r r r r/ r MAINTAINED UNTILPERMANENT / i r I I � i I I' CROSS-SECTION %" W A VEGETATIVE COVER; IS ESTABLISHED. r/�, i, ,,/, r, /r ,./, /, r, , ri/OF A 27. SOD SHALLPROPERLY INSTALLED SALLED STRAW BALE 0. BE PLACED IN 'AREAS WHICH MAY REQUIRE IMMEDIATE ° a / r 'i ! / / / ii r � _� 4 /// /'ir r r / /rix w r i J o ,/,r rill/r r r T 'EROSION PROTECTION TO ENSURE WATER QUALITY STAN -DARDS ARE / / / i r i r / / i r / ri ri /i r i/ 'i ri / LL iMAINTAINED. 1 ,/''�� / r , Q _ CL 4 GON T S RUCTION OF A HAY BALE BARRIER U 28. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL: BE FILTERED' AND ' �/ z • BURIED o , a EXTENSION OF FABRICU CONVEYED.TO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND �-. BURLAP FAB RI 1 t. Q O C WIRE INTO THE TRENCH: � z `TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL.. r- STAKED HAY BALE y w - L.L< coF-- A g D-911 29. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH � ) � Z > U REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHN RIVER `/ .���"` .J S ER � - - N:T.S. 0 II 11111111111III LII, II IIII ,IIII IIll11111111 I'll ( , \„ _ WATER MANAGEMENT DISTRICT.. ,,,,,, f-- J 1.11111111111111 I'I IIIII1111111111 All" W FILTER FABRIC +7I Z VIII 1 11„\t1\ FAB,\I. I SII IIIIIIIIIhuii111lI�III�IIiiii1111ii�1111 N C SED M E N T FILTER ,,, ;, 1 1111 , e 30. ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION SILT L.L ,. _ _ ��/j II II II 11111111 III II 1111111 111 II III I �;, SCREENS, HAY BALES, AND GRASSING. ALL, FILL SLOPES 3:1 OR J STEEPER TO RECEIVE STAKED SOLID SOD, SPECIFIC APPLICATLON<>` �"- W POINTS A SHOULD BE HIGHER THAN POINT B 31. ALL DEWATERING, EROSION, AND SEDIMENT CONTROL- TO REMAIN IN f- -PLACE AFTER COMPLETION OF CONSTRUCTION AND REMOVED ONLY WHEN THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET Q AREAS HAVE STABILIZED. DRAINS A RELATIVELY FLAT AREASLOPES NO GREATER THAN 5 PERCENT) )WHERE _ SHEET.. OR OVERLAND .FLOWS {NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE PROPER PLACEMENT E T OF. HAY .BALE BARRIER 32. .THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT ER IN DRAINAGE WAY METHOD. SHALL NOT APPLY TO INLETS RECEIVING, CONCENTRATED _FLOWS. SUCH MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS AS IN STREET OR HIGHWAY MEDIANS: RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS O AND WATER QUALITY GUIDELINES AND MAY T IN QU L Y NEED 0 STALL O ADDITIONAL CONTROLS. V DROP INLET SEDIMENT,TRAP CONSTRUCTION DETAILS F I- LS OR SILT FEN -CES HAY BALE BARRIER `CONSTRUCTION DETAILS cn D-905 33. THE CONTRACTOR SHALL BE REQUIRED. TO RESPOND- TO ALL WATER { ) D-909 - � ) {D 913) MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO COMPLIANCE OF N.T.S. N:T.S: N.T.S. SJRWMD FOR EROSION AND SEDIMENTATION CONTROL THE COST OF THIS COMPLIANCE SHALL BE PART OF THE CONTRACT: SHEET C - FLOW RATES (CFS) SOILS Very Light < 5 Cohesive Non - Cohesive Light > 5' < 10 Firm Loam Fine Sand Moderate e > 10 < 15 Cldy. Sands Course, Sand Heavy >: 15 < .25 Clays Gravels N Very Heavy > 25 < 40 HardpansSand. y Loam % Silt Loam LEGEND NOTE: Spacings shown in this chart are Flow based' on generalized conditions and Soils should be adjusted, based on actual UJ site or erformance hydraulic P computations. N y O � q, coq 4,• m e;.q e f� ohe @Sf S, v do q� 9ha ' ?� o h Y t j °a 9hf e N e qn q' 4a. eq� stye esf� Consider Use Of Q Temporary S 0 11. 50 100 150 200 250 300 350 400 O O EACH 'BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT Note. Bales 'to be Staked at the L LEAST TWO A Z Z cn O O STAKES OR REBARS DRIVEN THROUGH THE BALE. direction of the engineer. Spacing F O O m ng eer. P 9 (In eet) STABILIZED CONSTRUCTION ENTRANCE z z Q O Q Q N W 12. LOOSE STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT E WATER ``� _ = O � FROM ENTERING BETWEEN BALES: Loose still laced b shovel and N.T.S. v> cn z o P Y CHART � U LnQ lightly compacted` along upstream `, W O 13. STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH face ofIn cL ctf t2) bales, RECOMMENDED.SPACING FOR TYPE. I AND. TYPE LI HAY BALE BARRIERS, AND TYPEN a. III V) RAINFALL AND AT LEAST DAILY DURING. PROLONGED ,RAINFALL. AND TYPE IV SILT FENCES AND PAVED DITCH. HAY BALE BARRIERS cn > >- 14. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGEDI- m O U BALES:, BALES BACKED m z z END RUNS AND UNDERCUTTING BENEATH BY FENCE z C� mW W Id 1- 0 N.T.S. w v W SPACING RECOMMENDATION FOR _ z z 15. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE W W Jr ACCOMPLISHED PROMPTLY. J U W <CO Q W 1- O � SILT FENCES & HAY BALES U W � _ Q � Cn o o U o a- 16. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE (D-906) BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,PREPARED AND SEEDED: N.T.S. a 17. SIT f L FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT,LEAST DAILY DURING PROLONGED 2. PLACE AND STAKE STRAW BALES. `.RAINFALL. ANY REQUIRED ..REPAIRS SHALL BE MADE IMMEDIATELY: DROP INLET WITH GRATE 2 . STAPLE WIRE FENCING TO 1. EXCAVATE THE TRENCH. w' 18. SHOULD THESTAKED r FABRIC ON A SILT .FENCE OR FILTER BARRIER DECOMPOSE » THE POSTS: OR BECOME INEFFECTIVE PRIOR TO THE END OF.THE EXPECTED USABLE STRAW BALE 1. SET POSTS AND EXCAVATE `A 4x4 I9IIIIIII V1 COMPACTED SOILENCH UP SLOPE ALONG THE LINELIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE II III I IIII I . / Irlflll IIII1111 [�] TO PREVENT PIPING F P REPLACED PROMPTLY. ❑ ❑ to ❑ ❑ .❑ 0 POSTS r ri r I i I I IL I z IIIIIIIIIII III r -7- I IIII 111111 IIIIIIII ❑ i l l{Ill 1 1 111 tl Itit1141 / i / i/ I I l i l l l l l r `I I' I l l l f l l 1 1 1 1 1 1 1 I 51 ❑. _ rr / / / r ,/ W `W` / / / r / / / I IIIIIIII IIII II IIIA. / / VIII IlJlli / / r 19. SEDIMENT DEPOSITS S SHOULDBE REMOVED EACH. STORM EVENT. ❑ I WATERED � THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY MATELYONERUNOFF WITH SEDIMENT r , i r/ THIRD THE HEIGHT OF THE BARRIER. II IIIIIIIIIIII7II I1I1IxI1I1I1Ir1 IIIIIrIPI1JIIIIIII IIIIIIII1III IIIIIIIIII IIJI' 1I 1I 1I 1I1IJ111II1 rr /r 4` //// /, r i!i/✓'/r r/ I Illlllltlilll Ilfllll 5 / �01 / .IIII III / / r / ❑ ❑ ❑ SILT FENCE / IIIIIr / r III 20. ANY SEDIMENT DEPOSITS.. REMAINING IN PLACE AFTER THE� OR FILTER- BARRIER IS NO LONGER REQUIRED .SHALL BE DRESSED TO � I / r / ji / ✓/ /, / ,/ r✓ r , /./ / r I I I I I I Staked and Entrenched WITH THE EXISTING GRADE, PREPAREDAND SEEDED. rata Qe r a 21. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS / BALE ri WIDTH ' MADE AS NEEDED. STRAWo 400 r BALES 22. SEDIMENT SHALL BE REMOVED AND THEBinding Wire TRAP `RESTORED TO ITS STAKED WITH 2 8" FLOW or Twine ORIGINAL DIMENSIONS WHEN E THE SEDIMENT HAS ACCUMULATED TO 1/3 STAKES PER BALE THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE Compacted 5011 to .DEPOSITED. IN ASUITABLE- AREA AND H 4" P IN SUCH A MANNER THAT IT WILL AY BALE SEDIMENT FILTER ' Prevent Piping NOT ERODE. SPECIFIC APPLICATION ` 4. 'BACKFILL AND COMPACT THE Filtered. Runof I Sedlm ant Laden 23, THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION EXCAVATED SOIL. Run I 3: WEDGE LOOSE STRAW BETWEEN off AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE 'PLANS, 4. BACKFILL AND COMPACT THE L NS, BALES. ' THIST I ` ME HOD OF INLET PROTECTION IS APPLICABLE WH 1 SPECIFICATIONS AND ST. JOHNS RIVER WATER .MANAGEMENT DISTRICT ERE THE. INLET EXCAVATED SOIL. I DRAINS A RELATIVELY 'FLAT 'AREA (SLOPES ES N0 GREATER THAN 5 PERCENT WHERE 111 SPECIFICATIONS AND CRITERIA: ) I J , SHEET OR OVERLAND FLOWS (N OT'EXCEEDING 0.5'cfs) ARE TYPICAL.`, THE IIIIfIII 0 3. ATTACH TMETHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH HE FILTER ER FABRIC TO ,III1I 1IIII II III24. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO „THE FLORIDA DEVELOPMENT 'MAN AL AS IN STREET OR HIGHWAY'MEDIANS. THE WIREFENCE AND EXTEND IT ! I1l P _ A GUIDE TO SOUND IIIIII IIIIII I I J I INTO THE TRENCH: I 1 1 STATE OF FLORIDA IIIII11I I 1 1 ILAND AND'WATER MANAGEMENT" FROMTHE I 1 I I 1 I 1 i Z7 J I- I.III II IIII II 111111 IIIIIIIIIIIII IIIIIII DEPARTMENT OF ENVIRONMENTAL REGULATION (F.D.E.R.) CHAPTER 6. , /, 1 1111111 11 l 11 11,, W STAKESr , / I 1 II Ir111111J111J11 nall, IIIl11I7 I / /FILTERE '/'r/,' illi!!! I ,IFI 1111x1 1111111 IIJIrJfJI1I111 IrJWATER / // Illlilllllllll Illllfll Illlllf I 1 Firl1 111111125. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT E /, ,.. r IiIlfllll Illlfl PIIIII'IIII Ill! j IIIIIIIIIIIIIIII /L.L TO ALL WETLAND AREAS WHERE THERE I5 POTENTIAL FOR DOWNSTREAM r /i 'i / i ' 11 I I I 1 I 17 I I i I I l 1 1 1 1 1 1 r i r• t 1 1 7 I I I I 1111 z r , r , BURLAP 'FABRIC ii r/ / ri /i /i / / ✓ / / / WATER QUALITY DATION SE /, r / r,/ / f I I I I i I P I I I I I I r✓ /, r 1 1 1 1 Q LI Y DEGRA E DETAIL' -SHEET FOR TYPICAL ~ RUNOFFr r r / r / / IIIIIIII ,IIII IIIIIIIIIIf I I r / / / / r / r 0 r r/ r/ // //,: ;CONSTRUCTION. �� WATER ri / / / ii r ✓ /i ii r / r W - //,i /,/r r II IIIIIIIIIIII lirllfl /,,rr,r,/,rriz III WITH SEpIMENT /, /j i t /, ✓, r/ !, / i/ /j /r // r IIII 1 1 1 1 17 1 1 I I I I I r I I I l I 1 J 1 / /r r. ,, // r r i �- / /rr/ .r /✓,r i/,r / /rix / r r ,/,/ / rr,i Q 26. ALL DISTURBED AREAS SHALL BE GRASSED FERTILIZED M Z , MULCHED AND / r , /, , / i r /i / r , , /r /, / ✓ I I I J I I I I'l l l / / 7 (� r/, / r // ,/ / r r r r/ r MAINTAINED UNTILPERMANENT / i r I I � i I I' CROSS-SECTION %" W A VEGETATIVE COVER; IS ESTABLISHED. r/�, i, ,,/, r, /r ,./, /, r, , ri/OF A 27. SOD SHALLPROPERLY INSTALLED SALLED STRAW BALE 0. BE PLACED IN 'AREAS WHICH MAY REQUIRE IMMEDIATE ° a / r 'i ! / / / ii r � _� 4 /// /'ir r r / /rix w r i J o ,/,r rill/r r r T 'EROSION PROTECTION TO ENSURE WATER QUALITY STAN -DARDS ARE / / / i r i r / / i r / ri ri /i r i/ 'i ri / LL iMAINTAINED. 1 ,/''�� / r , Q _ CL 4 GON T S RUCTION OF A HAY BALE BARRIER U 28. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL: BE FILTERED' AND ' �/ z • BURIED o , a EXTENSION OF FABRICU CONVEYED.TO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND �-. BURLAP FAB RI 1 t. Q O C WIRE INTO THE TRENCH: � z `TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL.. r- STAKED HAY BALE y w - L.L< coF-- A g D-911 29. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH � ) � Z > U REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHN RIVER `/ .���"` .J S ER � - - N:T.S. 0 II 11111111111III LII, II IIII ,IIII IIll11111111 I'll ( , \„ _ WATER MANAGEMENT DISTRICT.. ,,,,,, f-- J 1.11111111111111 I'I IIIII1111111111 All" W FILTER FABRIC +7I Z VIII 1 11„\t1\ FAB,\I. I SII IIIIIIIIIhuii111lI�III�IIiiii1111ii�1111 N C SED M E N T FILTER ,,, ;, 1 1111 , e 30. ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION SILT L.L ,. _ _ ��/j II II II 11111111 III II 1111111 111 II III I �;, SCREENS, HAY BALES, AND GRASSING. ALL, FILL SLOPES 3:1 OR J STEEPER TO RECEIVE STAKED SOLID SOD, SPECIFIC APPLICATLON<>` �"- W POINTS A SHOULD BE HIGHER THAN POINT B 31. ALL DEWATERING, EROSION, AND SEDIMENT CONTROL- TO REMAIN IN f- -PLACE AFTER COMPLETION OF CONSTRUCTION AND REMOVED ONLY WHEN THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET Q AREAS HAVE STABILIZED. DRAINS A RELATIVELY FLAT AREASLOPES NO GREATER THAN 5 PERCENT) )WHERE _ SHEET.. OR OVERLAND .FLOWS {NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE PROPER PLACEMENT E T OF. HAY .BALE BARRIER 32. .THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT ER IN DRAINAGE WAY METHOD. SHALL NOT APPLY TO INLETS RECEIVING, CONCENTRATED _FLOWS. SUCH MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS AS IN STREET OR HIGHWAY MEDIANS: RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS O AND WATER QUALITY GUIDELINES AND MAY T IN QU L Y NEED 0 STALL O ADDITIONAL CONTROLS. V DROP INLET SEDIMENT,TRAP CONSTRUCTION DETAILS F I- LS OR SILT FEN -CES HAY BALE BARRIER `CONSTRUCTION DETAILS cn D-905 33. THE CONTRACTOR SHALL BE REQUIRED. TO RESPOND- TO ALL WATER { ) D-909 - � ) {D 913) MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO COMPLIANCE OF N.T.S. N:T.S: N.T.S. SJRWMD FOR EROSION AND SEDIMENTATION CONTROL THE COST OF THIS COMPLIANCE SHALL BE PART OF THE CONTRACT: SHEET C - N N UJ N O m N N N Q 0 O J W J P� J , Mt J N�,I fU Z Q. M O to Y U 7 Ib MIN. O J W F_ O FOOT #1 COARSE P - 0 AGGREGATE OR ,EQUIVALENT - W < Z Z w -� 11. 50 100 150 200 250 300 350 400 O O EACH 'BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT Note. Bales 'to be Staked at the L LEAST TWO A Z Z cn O O STAKES OR REBARS DRIVEN THROUGH THE BALE. direction of the engineer. Spacing F O O m ng eer. P 9 (In eet) STABILIZED CONSTRUCTION ENTRANCE z z Q O Q Q N W 12. LOOSE STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT E WATER ``� _ = O � FROM ENTERING BETWEEN BALES: Loose still laced b shovel and N.T.S. v> cn z o P Y CHART � U LnQ lightly compacted` along upstream `, W O 13. STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH face ofIn cL ctf t2) bales, RECOMMENDED.SPACING FOR TYPE. I AND. TYPE LI HAY BALE BARRIERS, AND TYPEN a. III V) RAINFALL AND AT LEAST DAILY DURING. PROLONGED ,RAINFALL. AND TYPE IV SILT FENCES AND PAVED DITCH. HAY BALE BARRIERS cn > >- 14. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGEDI- m O U BALES:, BALES BACKED m z z END RUNS AND UNDERCUTTING BENEATH BY FENCE z C� mW W Id 1- 0 N.T.S. w v W SPACING RECOMMENDATION FOR _ z z 15. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE W W Jr ACCOMPLISHED PROMPTLY. J U W <CO Q W 1- O � SILT FENCES & HAY BALES U W � _ Q � Cn o o U o a- 16. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE (D-906) BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,PREPARED AND SEEDED: N.T.S. a 17. SIT f L FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT,LEAST DAILY DURING PROLONGED 2. PLACE AND STAKE STRAW BALES. `.RAINFALL. ANY REQUIRED ..REPAIRS SHALL BE MADE IMMEDIATELY: DROP INLET WITH GRATE 2 . STAPLE WIRE FENCING TO 1. EXCAVATE THE TRENCH. w' 18. SHOULD THESTAKED r FABRIC ON A SILT .FENCE OR FILTER BARRIER DECOMPOSE » THE POSTS: OR BECOME INEFFECTIVE PRIOR TO THE END OF.THE EXPECTED USABLE STRAW BALE 1. SET POSTS AND EXCAVATE `A 4x4 I9IIIIIII V1 COMPACTED SOILENCH UP SLOPE ALONG THE LINELIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE II III I IIII I . / Irlflll IIII1111 [�] TO PREVENT PIPING F P REPLACED PROMPTLY. ❑ ❑ to ❑ ❑ .❑ 0 POSTS r ri r I i I I IL I z IIIIIIIIIII III r -7- I IIII 111111 IIIIIIII ❑ i l l{Ill 1 1 111 tl Itit1141 / i / i/ I I l i l l l l l r `I I' I l l l f l l 1 1 1 1 1 1 1 I 51 ❑. _ rr / / / r ,/ W `W` / / / r / / / I IIIIIIII IIII II IIIA. / / VIII IlJlli / / r 19. SEDIMENT DEPOSITS S SHOULDBE REMOVED EACH. STORM EVENT. ❑ I WATERED � THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY MATELYONERUNOFF WITH SEDIMENT r , i r/ THIRD THE HEIGHT OF THE BARRIER. II IIIIIIIIIIII7II I1I1IxI1I1I1Ir1 IIIIIrIPI1JIIIIIII IIIIIIII1III IIIIIIIIII IIJI' 1I 1I 1I 1I1IJ111II1 rr /r 4` //// /, r i!i/✓'/r r/ I Illlllltlilll Ilfllll 5 / �01 / .IIII III / / r / ❑ ❑ ❑ SILT FENCE / IIIIIr / r III 20. ANY SEDIMENT DEPOSITS.. REMAINING IN PLACE AFTER THE� OR FILTER- BARRIER IS NO LONGER REQUIRED .SHALL BE DRESSED TO � I / r / ji / ✓/ /, / ,/ r✓ r , /./ / r I I I I I I Staked and Entrenched WITH THE EXISTING GRADE, PREPAREDAND SEEDED. rata Qe r a 21. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS / BALE ri WIDTH ' MADE AS NEEDED. STRAWo 400 r BALES 22. SEDIMENT SHALL BE REMOVED AND THEBinding Wire TRAP `RESTORED TO ITS STAKED WITH 2 8" FLOW or Twine ORIGINAL DIMENSIONS WHEN E THE SEDIMENT HAS ACCUMULATED TO 1/3 STAKES PER BALE THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE Compacted 5011 to .DEPOSITED. IN ASUITABLE- AREA AND H 4" P IN SUCH A MANNER THAT IT WILL AY BALE SEDIMENT FILTER ' Prevent Piping NOT ERODE. SPECIFIC APPLICATION ` 4. 'BACKFILL AND COMPACT THE Filtered. Runof I Sedlm ant Laden 23, THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION EXCAVATED SOIL. Run I 3: WEDGE LOOSE STRAW BETWEEN off AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE 'PLANS, 4. BACKFILL AND COMPACT THE L NS, BALES. ' THIST I ` ME HOD OF INLET PROTECTION IS APPLICABLE WH 1 SPECIFICATIONS AND ST. JOHNS RIVER WATER .MANAGEMENT DISTRICT ERE THE. INLET EXCAVATED SOIL. I DRAINS A RELATIVELY 'FLAT 'AREA (SLOPES ES N0 GREATER THAN 5 PERCENT WHERE 111 SPECIFICATIONS AND CRITERIA: ) I J , SHEET OR OVERLAND FLOWS (N OT'EXCEEDING 0.5'cfs) ARE TYPICAL.`, THE IIIIfIII 0 3. ATTACH TMETHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH HE FILTER ER FABRIC TO ,III1I 1IIII II III24. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO „THE FLORIDA DEVELOPMENT 'MAN AL AS IN STREET OR HIGHWAY'MEDIANS. THE WIREFENCE AND EXTEND IT ! I1l P _ A GUIDE TO SOUND IIIIII IIIIII I I J I INTO THE TRENCH: I 1 1 STATE OF FLORIDA IIIII11I I 1 1 ILAND AND'WATER MANAGEMENT" FROMTHE I 1 I I 1 I 1 i Z7 J I- I.III II IIII II 111111 IIIIIIIIIIIII IIIIIII DEPARTMENT OF ENVIRONMENTAL REGULATION (F.D.E.R.) CHAPTER 6. , /, 1 1111111 11 l 11 11,, W STAKESr , / I 1 II Ir111111J111J11 nall, IIIl11I7 I / /FILTERE '/'r/,' illi!!! I ,IFI 1111x1 1111111 IIJIrJfJI1I111 IrJWATER / // Illlilllllllll Illllfll Illlllf I 1 Firl1 111111125. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT E /, ,.. r IiIlfllll Illlfl PIIIII'IIII Ill! j IIIIIIIIIIIIIIII /L.L TO ALL WETLAND AREAS WHERE THERE I5 POTENTIAL FOR DOWNSTREAM r /i 'i / i ' 11 I I I 1 I 17 I I i I I l 1 1 1 1 1 1 r i r• t 1 1 7 I I I I 1111 z r , r , BURLAP 'FABRIC ii r/ / ri /i /i / / ✓ / / / WATER QUALITY DATION SE /, r / r,/ / f I I I I i I P I I I I I I r✓ /, r 1 1 1 1 Q LI Y DEGRA E DETAIL' -SHEET FOR TYPICAL ~ RUNOFFr r r / r / / IIIIIIII ,IIII IIIIIIIIIIf I I r / / / / r / r 0 r r/ r/ // //,: ;CONSTRUCTION. �� WATER ri / / / ii r ✓ /i ii r / r W - //,i /,/r r II IIIIIIIIIIII lirllfl /,,rr,r,/,rriz III WITH SEpIMENT /, /j i t /, ✓, r/ !, / i/ /j /r // r IIII 1 1 1 1 17 1 1 I I I I I r I I I l I 1 J 1 / /r r. ,, // r r i �- / /rr/ .r /✓,r i/,r / /rix / r r ,/,/ / rr,i Q 26. ALL DISTURBED AREAS SHALL BE GRASSED FERTILIZED M Z , MULCHED AND / r , /, , / i r /i / r , , /r /, / ✓ I I I J I I I I'l l l / / 7 (� r/, / r // ,/ / r r r r/ r MAINTAINED UNTILPERMANENT / i r I I � i I I' CROSS-SECTION %" W A VEGETATIVE COVER; IS ESTABLISHED. r/�, i, ,,/, r, /r ,./, /, r, , ri/OF A 27. SOD SHALLPROPERLY INSTALLED SALLED STRAW BALE 0. BE PLACED IN 'AREAS WHICH MAY REQUIRE IMMEDIATE ° a / r 'i ! / / / ii r � _� 4 /// /'ir r r / /rix w r i J o ,/,r rill/r r r T 'EROSION PROTECTION TO ENSURE WATER QUALITY STAN -DARDS ARE / / / i r i r / / i r / ri ri /i r i/ 'i ri / LL iMAINTAINED. 1 ,/''�� / r , Q _ CL 4 GON T S RUCTION OF A HAY BALE BARRIER U 28. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL: BE FILTERED' AND ' �/ z • BURIED o , a EXTENSION OF FABRICU CONVEYED.TO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND �-. BURLAP FAB RI 1 t. Q O C WIRE INTO THE TRENCH: � z `TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL.. r- STAKED HAY BALE y w - L.L< coF-- A g D-911 29. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH � ) � Z > U REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHN RIVER `/ .���"` .J S ER � - - N:T.S. 0 II 11111111111III LII, II IIII ,IIII IIll11111111 I'll ( , \„ _ WATER MANAGEMENT DISTRICT.. ,,,,,, f-- J 1.11111111111111 I'I IIIII1111111111 All" W FILTER FABRIC +7I Z VIII 1 11„\t1\ FAB,\I. I SII IIIIIIIIIhuii111lI�III�IIiiii1111ii�1111 N C SED M E N T FILTER ,,, ;, 1 1111 , e 30. ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION SILT L.L ,. _ _ ��/j II II II 11111111 III II 1111111 111 II III I �;, SCREENS, HAY BALES, AND GRASSING. ALL, FILL SLOPES 3:1 OR J STEEPER TO RECEIVE STAKED SOLID SOD, SPECIFIC APPLICATLON<>` �"- W POINTS A SHOULD BE HIGHER THAN POINT B 31. ALL DEWATERING, EROSION, AND SEDIMENT CONTROL- TO REMAIN IN f- -PLACE AFTER COMPLETION OF CONSTRUCTION AND REMOVED ONLY WHEN THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET Q AREAS HAVE STABILIZED. DRAINS A RELATIVELY FLAT AREASLOPES NO GREATER THAN 5 PERCENT) )WHERE _ SHEET.. OR OVERLAND .FLOWS {NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE PROPER PLACEMENT E T OF. HAY .BALE BARRIER 32. .THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT ER IN DRAINAGE WAY METHOD. SHALL NOT APPLY TO INLETS RECEIVING, CONCENTRATED _FLOWS. SUCH MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS AS IN STREET OR HIGHWAY MEDIANS: RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS O AND WATER QUALITY GUIDELINES AND MAY T IN QU L Y NEED 0 STALL O ADDITIONAL CONTROLS. V DROP INLET SEDIMENT,TRAP CONSTRUCTION DETAILS F I- LS OR SILT FEN -CES HAY BALE BARRIER `CONSTRUCTION DETAILS cn D-905 33. THE CONTRACTOR SHALL BE REQUIRED. TO RESPOND- TO ALL WATER { ) D-909 - � ) {D 913) MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO COMPLIANCE OF N.T.S. N:T.S: N.T.S. SJRWMD FOR EROSION AND SEDIMENTATION CONTROL THE COST OF THIS COMPLIANCE SHALL BE PART OF THE CONTRACT: SHEET C - PINE RELOCATED— I.. ALUMINUM BLDG. L r„� \ S' UNK PoN �° P91E .OAKzll- \ 42. OAK �- RUB r —j- SiftUB SHRUB �B� —L MAPt�E COMMUNICATION �J1 EQUIPMENT ON CONCRETE PAD TELEPHONE MANHOLE RIM ELEV ® 7.22' n MANHOLE \ PALM J x \ X \ �j s ,; f1IjjIAAWW 24" PI* f9•IPA}�Y� \ BENCHMARK i" PALM ELT. 915' AND DISK jr P \ HALT + \'" ,2°e JPAGN SIN 8 e NEWPRO" PALM � ,\ / NEWM�IING 13' P xx , 13' PALM \ +� B V PAW , \ A ALT CATCH BASIN / �v S.W. INVERT m 3}� • \' N.E. INVERT . 5,3.3 r OAI� 1D91 DAN P /CLUSTER IV OAK + ENCH } SWING � SLID 11".PACU% SHRUB /IRUB / PLAT HW'iE a" MAPLE SLIDE �NCREGRfEYBLOCK( BRIFK:91 p'5'G PLA�aUND F. ' s� 8 lAN�1kPE0 / SWING + / / BEN SUOE AR r / BAS / 0 O D5, SHRU 2DUCK 2" P Q g O HOR sHRue I. P / �e�E WALK r O 5T �YBLOGK( B� K Bg13'MG f .F. PAD t UNITS \1L' Exist'ng Magnolia To Rem (N t Shown On Survey) lI 0 BENCHMARK SETPK NAIL AND DISK EL 7.82' O PROPOSED NEW BUILDING CONCRETE WALK n• PµM �``--- TREE TO BE REMOVED (Typical) INEE R I R tNE D EX ERI RN u H STURDIVANT AVET (FORMERLY LAKEVIEW A- 50' RIGHT OF WAY P ONE S0E. BLOCK/ 'W N • " PAUI 0P1� BUILDING 6. •-'� 4210 FOUNTAIN \ 34• \ CONCRETE Q \ \ O B CONCRETE RAMP 7LEPHON SER \ ®3° P \ WOW SIGN 3 \ \ STOaY K( • 2 ca+caETE B�oG \ te' t2.2 BRICK BURDINO F. 51.27 F.F. • F G EN71tY \ LANA WED 51TTING AREA ' ASPHALT \ MP \C CRETE RA � � GAZEBO \ GO`IERED CONCRETE0 WALK e• ,4' P ♦� fie+ 1 P • 0 Pal Doe of Exist (Sury y Erro C 1 X CP C30 • BAY IXy 9a• PALM 12)(AR s P 19• P L r PALM ' PALM LI i XZ• PALM P tr PINE E OR 17• � 12)e P ^ ALM SANITARY MANHOLE ® RIM ELEV. 8.77' W. INVERT + 1.79' E INVERT ®1.88' % INVERT 1.30' S. INVERT 1.82' O 4 HVRCH O d ncN F12" P ,1' PAL7� 12" P 1a" PA PALM 2 ('� ta" P Ell. OAK S 0 ZONE e � SI 92 PM�1. TREE PROTECTION BA �) (Field Installed at Drip L SANITARY MANHOLE RIM ELEV- 8.99' (STRUCTURE FULL) LARGE OAK T \ O FF T RA B 18'IAW PALM • • L_ TREES TO BE PRIES VEDA '°• P (Typical) ® \ 1WP9 O 21" f)INE , w C 5G--R7NE \ r P I \ "lp12 I • om LLM L a• PBW: !.:J IWJA!M 9Y Ia. OW :1 DRAINAGE MANHOLE S ae4' NS. t�1N �T la ; SW. VERT a 3.79' LEGEND X Tree to Be Removed [o] Tree to Be Preserved Tree Protection Barricade( See Detail This Sheet) Proposed Tree Mitigation (Per Sheet LA -4) INTERIOR ZONE MITIGATION EXTERIOR ZONE MITIGATION HARDWOODS HARDWOODS Total # of Hardwood Trees Removed=5 Trees, Proposed Replacement Trees= 11 Total # of Hardwood Trees Removed=2 Trees, Proposed Replacement Trees= 4 Total inches of Hardwoods Removed=97, Proposed Replacement inches = 50.5 Total inches of Hardwoods Removed=32, Proposed Replacement inches = 18.5 ( 8-5" Live Oaks, 3- 3.5" Crape Myrtle) ( 3-5" Live Oaks, 1- 3.5" Crape Myrtle) Pines & Palms Pines & Palms Total # of Pines& Palms Removed=37 Trees, Proposed Replacement Trees= 29 Total # of Pines& Palms Removed=12 Trees, Proposed Replacement Trees= 0 Total inches of Pines & Palms Removed=540, Proposed Replacement inches = 356 Total inches of Pines & Palms Removed=144, Proposed Replacement inches = 72 (28-12" Caliper Sabal Palms, 1- 20" Caliper Date Palm) ( 6-12 Caliper Sabal Palms) TREE REMOVAL NOTES: 1. Tree survey, including property lines, legal description, existing utilities, site topography with spot elevations, outstanding physical features and existing structure locations was provided by Bartram Surveyors 2. B. Burke & Associates Inc, will not be held responsible for the accuracy of survey or for design errors or omissions resulting from survey inaccuracies. 3. All phases of site work for this project shall meet or exceed City of Atlantic Beach land clearing specifications, 4. The general contractor will be held solely responsible for and shall take all precautions necessary to avoid property damage to adjacent properties during the construction phases of this project. 5. The general contractor shall install all tree protection barricades prior to beginning any clearing, and will be held responsiable for any over clearing or removal of protected tree, shown to be preerved.. 6. For boundary, roadway and building geometry information see engineering site plan. It is the Contractor's responsibility to verify that the building dimensions shown on the tree removal plans agrees with the dimensions shown on the engineering plans. If any dimensions do not agree, the engineer and owner shall be notified and the dimensions adjusted prior to commencing with construction. 7. All construction in the right—of—way shall be coordinated with the Atlantic Beach Public Works The contractor shall notify all utility companies prior to construction for verification and location of all utilities. B. Contractor shall verify and protect all existing trees and natural vegetation that are to remain undisturbed. The areas indicated for construction shall be cleared and grubbed to remove all roots and miscellaneous vegetation except specific trees that shall be protected from damage during construction with the use of tree barriers. Trees to be preserved are identified on these plans, contractor shall verify before the start of construction. 9. All work shall be performed in a safe manner, All safety rules and guidelines of OSHA shall be followed. The Contractor shall be solely responsible for any Injuries of his employees, and any damage to private property or persons during the course of this project. All costs associated with complying with OSHA regulations and the Florida Trench Safety Act must be included in the Contractors bid. NOTES: 1.) ATTACH GUY WIRES TO CENTRAL LARGEST TRUNK. 2.) SPACE STAKES EVENLY AROUND ( AND OUTSIDE) ROOTBALL PIT SUCH THAT WIRES DO NOT COME IN CONTACT WITH OTHER TRUNKS. TO CC .INE E �J 100% OF DRIPLINE, I— 6' O.C. 8' MIN. N11 --T I— — —— .„ z CV 2'X4' RAIL 2'X4' POSTS ORANGE COPOLYMER BARRIER FENCE FASTENED TO POSTS & RAIL REVISIONS REV: 3/24 AB Tree Com. PLOT DATE: 2/28/06 DRAWN BY: BB DESIGNED BY: BB CHECKED BY: BB REG. NO.: LA1260 SCALE: 1"=30” JOB NO.: 05-152 SHEET NO. LA -1 1 OF6 U a POND B 0.13 ACRES m NWL = 4.00 WEIR = 5.57 Eli HWL = 5.98 \ S' UNK PoN �° P91E .OAKzll- \ 42. OAK �- RUB r —j- SiftUB SHRUB �B� —L MAPt�E COMMUNICATION �J1 EQUIPMENT ON CONCRETE PAD TELEPHONE MANHOLE RIM ELEV ® 7.22' n MANHOLE \ PALM J x \ X \ �j s ,; f1IjjIAAWW 24" PI* f9•IPA}�Y� \ BENCHMARK i" PALM ELT. 915' AND DISK jr P \ HALT + \'" ,2°e JPAGN SIN 8 e NEWPRO" PALM � ,\ / NEWM�IING 13' P xx , 13' PALM \ +� B V PAW , \ A ALT CATCH BASIN / �v S.W. INVERT m 3}� • \' N.E. INVERT . 5,3.3 r OAI� 1D91 DAN P /CLUSTER IV OAK + ENCH } SWING � SLID 11".PACU% SHRUB /IRUB / PLAT HW'iE a" MAPLE SLIDE �NCREGRfEYBLOCK( BRIFK:91 p'5'G PLA�aUND F. ' s� 8 lAN�1kPE0 / SWING + / / BEN SUOE AR r / BAS / 0 O D5, SHRU 2DUCK 2" P Q g O HOR sHRue I. P / �e�E WALK r O 5T �YBLOGK( B� K Bg13'MG f .F. PAD t UNITS \1L' Exist'ng Magnolia To Rem (N t Shown On Survey) lI 0 BENCHMARK SETPK NAIL AND DISK EL 7.82' O PROPOSED NEW BUILDING CONCRETE WALK n• PµM �``--- TREE TO BE REMOVED (Typical) INEE R I R tNE D EX ERI RN u H STURDIVANT AVET (FORMERLY LAKEVIEW A- 50' RIGHT OF WAY P ONE S0E. BLOCK/ 'W N • " PAUI 0P1� BUILDING 6. •-'� 4210 FOUNTAIN \ 34• \ CONCRETE Q \ \ O B CONCRETE RAMP 7LEPHON SER \ ®3° P \ WOW SIGN 3 \ \ STOaY K( • 2 ca+caETE B�oG \ te' t2.2 BRICK BURDINO F. 51.27 F.F. • F G EN71tY \ LANA WED 51TTING AREA ' ASPHALT \ MP \C CRETE RA � � GAZEBO \ GO`IERED CONCRETE0 WALK e• ,4' P ♦� fie+ 1 P • 0 Pal Doe of Exist (Sury y Erro C 1 X CP C30 • BAY IXy 9a• PALM 12)(AR s P 19• P L r PALM ' PALM LI i XZ• PALM P tr PINE E OR 17• � 12)e P ^ ALM SANITARY MANHOLE ® RIM ELEV. 8.77' W. INVERT + 1.79' E INVERT ®1.88' % INVERT 1.30' S. INVERT 1.82' O 4 HVRCH O d ncN F12" P ,1' PAL7� 12" P 1a" PA PALM 2 ('� ta" P Ell. OAK S 0 ZONE e � SI 92 PM�1. TREE PROTECTION BA �) (Field Installed at Drip L SANITARY MANHOLE RIM ELEV- 8.99' (STRUCTURE FULL) LARGE OAK T \ O FF T RA B 18'IAW PALM • • L_ TREES TO BE PRIES VEDA '°• P (Typical) ® \ 1WP9 O 21" f)INE , w C 5G--R7NE \ r P I \ "lp12 I • om LLM L a• PBW: !.:J IWJA!M 9Y Ia. OW :1 DRAINAGE MANHOLE S ae4' NS. t�1N �T la ; SW. VERT a 3.79' LEGEND X Tree to Be Removed [o] Tree to Be Preserved Tree Protection Barricade( See Detail This Sheet) Proposed Tree Mitigation (Per Sheet LA -4) INTERIOR ZONE MITIGATION EXTERIOR ZONE MITIGATION HARDWOODS HARDWOODS Total # of Hardwood Trees Removed=5 Trees, Proposed Replacement Trees= 11 Total # of Hardwood Trees Removed=2 Trees, Proposed Replacement Trees= 4 Total inches of Hardwoods Removed=97, Proposed Replacement inches = 50.5 Total inches of Hardwoods Removed=32, Proposed Replacement inches = 18.5 ( 8-5" Live Oaks, 3- 3.5" Crape Myrtle) ( 3-5" Live Oaks, 1- 3.5" Crape Myrtle) Pines & Palms Pines & Palms Total # of Pines& Palms Removed=37 Trees, Proposed Replacement Trees= 29 Total # of Pines& Palms Removed=12 Trees, Proposed Replacement Trees= 0 Total inches of Pines & Palms Removed=540, Proposed Replacement inches = 356 Total inches of Pines & Palms Removed=144, Proposed Replacement inches = 72 (28-12" Caliper Sabal Palms, 1- 20" Caliper Date Palm) ( 6-12 Caliper Sabal Palms) TREE REMOVAL NOTES: 1. Tree survey, including property lines, legal description, existing utilities, site topography with spot elevations, outstanding physical features and existing structure locations was provided by Bartram Surveyors 2. B. Burke & Associates Inc, will not be held responsible for the accuracy of survey or for design errors or omissions resulting from survey inaccuracies. 3. All phases of site work for this project shall meet or exceed City of Atlantic Beach land clearing specifications, 4. The general contractor will be held solely responsible for and shall take all precautions necessary to avoid property damage to adjacent properties during the construction phases of this project. 5. The general contractor shall install all tree protection barricades prior to beginning any clearing, and will be held responsiable for any over clearing or removal of protected tree, shown to be preerved.. 6. For boundary, roadway and building geometry information see engineering site plan. It is the Contractor's responsibility to verify that the building dimensions shown on the tree removal plans agrees with the dimensions shown on the engineering plans. If any dimensions do not agree, the engineer and owner shall be notified and the dimensions adjusted prior to commencing with construction. 7. All construction in the right—of—way shall be coordinated with the Atlantic Beach Public Works The contractor shall notify all utility companies prior to construction for verification and location of all utilities. B. Contractor shall verify and protect all existing trees and natural vegetation that are to remain undisturbed. The areas indicated for construction shall be cleared and grubbed to remove all roots and miscellaneous vegetation except specific trees that shall be protected from damage during construction with the use of tree barriers. Trees to be preserved are identified on these plans, contractor shall verify before the start of construction. 9. All work shall be performed in a safe manner, All safety rules and guidelines of OSHA shall be followed. The Contractor shall be solely responsible for any Injuries of his employees, and any damage to private property or persons during the course of this project. All costs associated with complying with OSHA regulations and the Florida Trench Safety Act must be included in the Contractors bid. NOTES: 1.) ATTACH GUY WIRES TO CENTRAL LARGEST TRUNK. 2.) SPACE STAKES EVENLY AROUND ( AND OUTSIDE) ROOTBALL PIT SUCH THAT WIRES DO NOT COME IN CONTACT WITH OTHER TRUNKS. TO CC .INE E �J 100% OF DRIPLINE, I— 6' O.C. 8' MIN. N11 --T I— — —— .„ z CV 2'X4' RAIL 2'X4' POSTS ORANGE COPOLYMER BARRIER FENCE FASTENED TO POSTS & RAIL REVISIONS REV: 3/24 AB Tree Com. PLOT DATE: 2/28/06 DRAWN BY: BB DESIGNED BY: BB CHECKED BY: BB REG. NO.: LA1260 SCALE: 1"=30” JOB NO.: 05-152 SHEET NO. LA -1 1 OF6 Eli IMMI \ S' UNK PoN �° P91E .OAKzll- \ 42. OAK �- RUB r —j- SiftUB SHRUB �B� —L MAPt�E COMMUNICATION �J1 EQUIPMENT ON CONCRETE PAD TELEPHONE MANHOLE RIM ELEV ® 7.22' n MANHOLE \ PALM J x \ X \ �j s ,; f1IjjIAAWW 24" PI* f9•IPA}�Y� \ BENCHMARK i" PALM ELT. 915' AND DISK jr P \ HALT + \'" ,2°e JPAGN SIN 8 e NEWPRO" PALM � ,\ / NEWM�IING 13' P xx , 13' PALM \ +� B V PAW , \ A ALT CATCH BASIN / �v S.W. INVERT m 3}� • \' N.E. INVERT . 5,3.3 r OAI� 1D91 DAN P /CLUSTER IV OAK + ENCH } SWING � SLID 11".PACU% SHRUB /IRUB / PLAT HW'iE a" MAPLE SLIDE �NCREGRfEYBLOCK( BRIFK:91 p'5'G PLA�aUND F. ' s� 8 lAN�1kPE0 / SWING + / / BEN SUOE AR r / BAS / 0 O D5, SHRU 2DUCK 2" P Q g O HOR sHRue I. P / �e�E WALK r O 5T �YBLOGK( B� K Bg13'MG f .F. PAD t UNITS \1L' Exist'ng Magnolia To Rem (N t Shown On Survey) lI 0 BENCHMARK SETPK NAIL AND DISK EL 7.82' O PROPOSED NEW BUILDING CONCRETE WALK n• PµM �``--- TREE TO BE REMOVED (Typical) INEE R I R tNE D EX ERI RN u H STURDIVANT AVET (FORMERLY LAKEVIEW A- 50' RIGHT OF WAY P ONE S0E. BLOCK/ 'W N • " PAUI 0P1� BUILDING 6. •-'� 4210 FOUNTAIN \ 34• \ CONCRETE Q \ \ O B CONCRETE RAMP 7LEPHON SER \ ®3° P \ WOW SIGN 3 \ \ STOaY K( • 2 ca+caETE B�oG \ te' t2.2 BRICK BURDINO F. 51.27 F.F. • F G EN71tY \ LANA WED 51TTING AREA ' ASPHALT \ MP \C CRETE RA � � GAZEBO \ GO`IERED CONCRETE0 WALK e• ,4' P ♦� fie+ 1 P • 0 Pal Doe of Exist (Sury y Erro C 1 X CP C30 • BAY IXy 9a• PALM 12)(AR s P 19• P L r PALM ' PALM LI i XZ• PALM P tr PINE E OR 17• � 12)e P ^ ALM SANITARY MANHOLE ® RIM ELEV. 8.77' W. INVERT + 1.79' E INVERT ®1.88' % INVERT 1.30' S. INVERT 1.82' O 4 HVRCH O d ncN F12" P ,1' PAL7� 12" P 1a" PA PALM 2 ('� ta" P Ell. OAK S 0 ZONE e � SI 92 PM�1. TREE PROTECTION BA �) (Field Installed at Drip L SANITARY MANHOLE RIM ELEV- 8.99' (STRUCTURE FULL) LARGE OAK T \ O FF T RA B 18'IAW PALM • • L_ TREES TO BE PRIES VEDA '°• P (Typical) ® \ 1WP9 O 21" f)INE , w C 5G--R7NE \ r P I \ "lp12 I • om LLM L a• PBW: !.:J IWJA!M 9Y Ia. OW :1 DRAINAGE MANHOLE S ae4' NS. t�1N �T la ; SW. VERT a 3.79' LEGEND X Tree to Be Removed [o] Tree to Be Preserved Tree Protection Barricade( See Detail This Sheet) Proposed Tree Mitigation (Per Sheet LA -4) INTERIOR ZONE MITIGATION EXTERIOR ZONE MITIGATION HARDWOODS HARDWOODS Total # of Hardwood Trees Removed=5 Trees, Proposed Replacement Trees= 11 Total # of Hardwood Trees Removed=2 Trees, Proposed Replacement Trees= 4 Total inches of Hardwoods Removed=97, Proposed Replacement inches = 50.5 Total inches of Hardwoods Removed=32, Proposed Replacement inches = 18.5 ( 8-5" Live Oaks, 3- 3.5" Crape Myrtle) ( 3-5" Live Oaks, 1- 3.5" Crape Myrtle) Pines & Palms Pines & Palms Total # of Pines& Palms Removed=37 Trees, Proposed Replacement Trees= 29 Total # of Pines& Palms Removed=12 Trees, Proposed Replacement Trees= 0 Total inches of Pines & Palms Removed=540, Proposed Replacement inches = 356 Total inches of Pines & Palms Removed=144, Proposed Replacement inches = 72 (28-12" Caliper Sabal Palms, 1- 20" Caliper Date Palm) ( 6-12 Caliper Sabal Palms) TREE REMOVAL NOTES: 1. Tree survey, including property lines, legal description, existing utilities, site topography with spot elevations, outstanding physical features and existing structure locations was provided by Bartram Surveyors 2. B. Burke & Associates Inc, will not be held responsible for the accuracy of survey or for design errors or omissions resulting from survey inaccuracies. 3. All phases of site work for this project shall meet or exceed City of Atlantic Beach land clearing specifications, 4. The general contractor will be held solely responsible for and shall take all precautions necessary to avoid property damage to adjacent properties during the construction phases of this project. 5. The general contractor shall install all tree protection barricades prior to beginning any clearing, and will be held responsiable for any over clearing or removal of protected tree, shown to be preerved.. 6. For boundary, roadway and building geometry information see engineering site plan. It is the Contractor's responsibility to verify that the building dimensions shown on the tree removal plans agrees with the dimensions shown on the engineering plans. If any dimensions do not agree, the engineer and owner shall be notified and the dimensions adjusted prior to commencing with construction. 7. All construction in the right—of—way shall be coordinated with the Atlantic Beach Public Works The contractor shall notify all utility companies prior to construction for verification and location of all utilities. B. Contractor shall verify and protect all existing trees and natural vegetation that are to remain undisturbed. The areas indicated for construction shall be cleared and grubbed to remove all roots and miscellaneous vegetation except specific trees that shall be protected from damage during construction with the use of tree barriers. Trees to be preserved are identified on these plans, contractor shall verify before the start of construction. 9. All work shall be performed in a safe manner, All safety rules and guidelines of OSHA shall be followed. The Contractor shall be solely responsible for any Injuries of his employees, and any damage to private property or persons during the course of this project. All costs associated with complying with OSHA regulations and the Florida Trench Safety Act must be included in the Contractors bid. NOTES: 1.) ATTACH GUY WIRES TO CENTRAL LARGEST TRUNK. 2.) SPACE STAKES EVENLY AROUND ( AND OUTSIDE) ROOTBALL PIT SUCH THAT WIRES DO NOT COME IN CONTACT WITH OTHER TRUNKS. TO CC .INE E �J 100% OF DRIPLINE, I— 6' O.C. 8' MIN. N11 --T I— — —— .„ z CV 2'X4' RAIL 2'X4' POSTS ORANGE COPOLYMER BARRIER FENCE FASTENED TO POSTS & RAIL REVISIONS REV: 3/24 AB Tree Com. PLOT DATE: 2/28/06 DRAWN BY: BB DESIGNED BY: BB CHECKED BY: BB REG. NO.: LA1260 SCALE: 1"=30” JOB NO.: 05-152 SHEET NO. LA -1 1 OF6 e"' / PROPOSED NEW BUILDING / / +r / RELOCATED — / ALUMINUM BLDG. � z' 'S S, r T rq�0 TORAGE yl//v l '0C oT �V eevesy 1 S� i PRO USED NEW ILDING r, 0 j EXISTING M.H. w / ADJUST WER MANHOLE TO EL g .20 W i 4 Mound Islands 12" Above Curb SANITARY MANHOLE RWitheplace tabl Contaminated Planting Soil, min V / S RIM ELEV= 8.32' Plan Suitable Planting Soil, Min NE, INVERT = ' 10" PVC) Planting Soil Depth 24" 1 = 3,26'(1Mason „ 0 POND B 3 / 3'4 Sch 40 PVC eev es 3-4' h 40 PVC Sleev 11 ZZ c 0. 1 J ACRES zo Connect to Civic CH S� N WL = 4.00 3" Mound & & See EngineeringfPlans pA� c WEIR = 5.57 / P H WL = 5.98 ' 3-4" Sch 40 PVC Sleeves -- / Extend Sleeves 3' Beyound PAvement / Mark Location with Perminant -- `� Mound All Islands 8„ Above Curb HT Replace Any Contaminated Soil Marker. With Suitable Planting Soil, Min f Planting Soil Depth 12” ' 00 I I Q a I Q II 0 I II U W V) o_ O U U 10 0 > o CIO I I M m I I 3-4" Sch 4 PVC Sleeves ------------- �' -- — — —— --———. ----— --— — — �® — ---- —----- --- 18" CMP 1g� CMP NOTE: Plan is Supplemental to Civil Plans. a 0 U II „ 3-4" Sch 40 PVC Sleeves Slope to Drains r7 SANITARY MANHOLE RIM ELEV= 6.99' (STRUCTURE FULL) 1 1 1 'r 1 '1 r ,1 r � \r `1 r ,1 1 1 1 i 1 1 1 1 1 1 1 r 1 1 1 1 1 � 1 1 1 1 1 1 1 1 - � 1 f� II 1I I _ r � r X �® O 1 r ® 1 ; M 1 � � 1 es 1 r i 1 1 1 YARD DRAIN SY YE 1 ADS Type or Equal consisting of r 1'xV Plastic Yard Drain Box, 6" PVC Flex Pipe, and Miter End 1 Section. Locations to be field djusted based upon need, r r � 1 r 1 1 1 r 1 1 LARGE OAK TREE ` I 30 FOOT RADIUS 1 1 � 1 1 r 1 r 1 1 r r 1 r r 1 1 1 1 1 r - — --- — — — — — — — — — — — — — — — — — — 18" CMP �g RIM N. It S. I SW. REVISIONS EV: 4/27/06 Bldg Loc. PLOT DATE: 2 28 06 DRAWN BY: BB DESIGNED BY: BB CHECKED BY: BB REG. NO.: LA1260 SCALE: 1"=20) JOB NO.: 05-152 SHEET NO. LA -2 20F6 / / / f PROPOSED NEW BUILDING / Basketball Court See Detail Sheet LA -3A / e o / +� Q / V! \ J RELOCATED ALUMINUM BLDG, \ STORAGE \ \ Ctigin,1Nkll F�u . eN4 S' �' \ '. .r✓ , .,,,,,,.,.,,: 11 �, 1 Ash �` r ���1� 3 tTl 6 HT Dumpster Enciostire r, n / See Detail Sheet LA=3 C \ , / © Cryp,)vn rr , PRO 'SED U if to 0 10 Sw EXISTING M.N. ADJUST WER MANHOLE TO EL . .20 77.34 Conc. Sidewalk Broom Finish w/ Picture Frame See Detail Sheet LA -3A NEW ILDING lure Fountain Space Brick Edge Paving Detail See DEtail Sheet LA -3A U 1 no, Paver Walkway a POND B 0.13 ACRES zo NWL = 4.00 WEIR = 5.57 H WL = 5.98 to 0 10 Sw EXISTING M.N. ADJUST WER MANHOLE TO EL . .20 77.34 Conc. Sidewalk Broom Finish w/ Picture Frame See Detail Sheet LA -3A NEW ILDING lure Fountain Space Brick Edge Paving Detail See DEtail Sheet LA -3A _ —.® —. 184 cMP 1g� CMP Brick Paver Planter See Detail Sheet LA -3A ra 1 no, Paver Walkway aver Over 4" Conc, S1 See Detail Sheet LA -3A 1 Contractor Shall Provide)Iduct Price For Standard Conc. Wank )/ Picture F _ —.® —. 184 cMP 1g� CMP Brick Paver Planter See Detail Sheet LA -3A 1 </ 1 1 1 1 Conc. Sidewalk 1 Broom Finish w/ 2'x2'Grid See Detail Sheet LA -3A -1 1 O Vi Conc, ewalk 1 J Broom Fin' h w/ Ficture Frame See Detail S eet LA -M 1 % 00 \ 1 LARGE OAK TREE , 1 30 FOOT RADIUS 1 1 1 1 1 1 1 1 1 1 1 1 1 \ � 1 1 1 1 1 1 1 1 — — — — — — — — — — — — — — — — — — 18, OMp /4 l� 160 LF -4' HT Ornamental See Detail Sheet LA -3A Retaining Wall See Structural DRAINAGE MANH RIM ELEV 8.f N. INVERT 3. S. INVERT ® 3 SW. INVERT REVISIONS REV: 4/27/0_6 Bldg Loc. PLOT DATE: 2/77/06 DRAWN BY: BB DESIGNED BY: BB CHECKED BY: BB REG. NO.: LA1260 SCALE: 1 "=20' JOB NO.: 05-152 SHEET NO. LA - 3 3OF6 ra 1 h5 t 1 1 </ 1 1 1 1 Conc. Sidewalk 1 Broom Finish w/ 2'x2'Grid See Detail Sheet LA -3A -1 1 O Vi Conc, ewalk 1 J Broom Fin' h w/ Ficture Frame See Detail S eet LA -M 1 % 00 \ 1 LARGE OAK TREE , 1 30 FOOT RADIUS 1 1 1 1 1 1 1 1 1 1 1 1 1 \ � 1 1 1 1 1 1 1 1 — — — — — — — — — — — — — — — — — — 18, OMp /4 l� 160 LF -4' HT Ornamental See Detail Sheet LA -3A Retaining Wall See Structural DRAINAGE MANH RIM ELEV 8.f N. INVERT 3. S. INVERT ® 3 SW. INVERT REVISIONS REV: 4/27/0_6 Bldg Loc. PLOT DATE: 2/77/06 DRAWN BY: BB DESIGNED BY: BB CHECKED BY: BB REG. NO.: LA1260 SCALE: 1 "=20' JOB NO.: 05-152 SHEET NO. LA - 3 3OF6 5tainles5 5teel Hinges - 3 Per 5ide 5tainle55 5teel Tension Bar or Cable 5tainle55 5teel ---- Handles * Gate Lock 5tainle555teel Gate Stop tz __.___-J - I V L r, V t 3 Top Rail TF " 3" 21-G" " 21-G" 3" " I C C C i I 4' Iflic t Poet.—I2'—IG III iVid Kali r e i e s y p n I I i f Bottom Rail 211 3' - Concrete Footer TYPICAL PANEL Lj Bottom Rail 2" 3' - Concrete Footer GATE Cap ADump5ter Encl05ure Fence Detail LA -3A SCALE: 1/2"= I ' Contractor 5hall 5upply 5hop Drawing and Manufactures Information For Approval. G" Tooled Picture Frame Edge 6" PICTURE FRAME EDGE 6x6 4/4 WWM " ALK WITH GRADE EB'RO0"MY"F'_1NISy'H TREATMENT 11. TTT .m CONC. SHALL BE x,000 PSI MIN. SLUMP 5' EDGE Picture Frame Walkwa . 1/211= 11 PLAN a Level 3'=G" SQ POST 1" [25MM] aQ PICKET 1 3/8" [35MM] X 1 1/2" [38MM] U—CHANNEL RAIL INDUSTRIAL DRIVE RIVET 3 7/8" [98MM] POST TOP OPTIONS t -VV VI Top ai " 3" 21-G" " I C C C 545Q I Iflic Poet.—I2'—IG iVid Kali r e i e s y p n I i f Bottom Rail 211 3' - Concrete Footer TYPICAL PANEL Lj ADump5ter Encl05ure Fence Detail LA -3A SCALE: 1/2"= I ' Contractor 5hall 5upply 5hop Drawing and Manufactures Information For Approval. G" Tooled Picture Frame Edge 6" PICTURE FRAME EDGE 6x6 4/4 WWM " ALK WITH GRADE EB'RO0"MY"F'_1NISy'H TREATMENT 11. TTT .m CONC. SHALL BE x,000 PSI MIN. SLUMP 5' EDGE Picture Frame Walkwa . 1/211= 11 PLAN a Level 3'=G" SQ POST 1" [25MM] aQ PICKET 1 3/8" [35MM] X 1 1/2" [38MM] U—CHANNEL RAIL INDUSTRIAL DRIVE RIVET 3 7/8" [98MM] POST TOP OPTIONS RING OPT'NS I C C C RAIL BRACKET (2) ENDS 7'-8 3/4" FACE TO FACE RING r- PRESSED POINT I r— POST TOP FENCE SECTION ELEVATION NOTES: 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER-HALCO ONLY. 3. FOOTING WIDTH TO BE (4)X POST WIDTH. F 6" [152MM] 3 7/8" [98MM] 6" [152MM] i 2" [51 MM] NOM MIN DEPTH IN: 36" MM: 914 WIDTH IN:18" MM: Huminum Metal fence Details SLE: 1/2"=1' Contractor 5hall 5upply Shop Drawing and Manufactures Information For Approval. Expansion Joint 24' O.C. 1/2" PREMOULDED ASPHALT IMPREGNATED FIBER, FULL DEPTH, 20' O.C. a EXPANSION JOINT V VLVI♦ 1'-'wt- Vw- I&_. MORTOR SETTING BED 4" THICK CONC SLAB, See Architectural Plans BASE TYP. COMPACTED SUBGRADE PAVER SECTION Paver Walkway Detail CALE: 1/2'= I' KLAN HOLLAND—STONE PAVER BY PAVER SYSTEM, INC., —60LOR TO BE SELECTED 6" FROST PROOF TILE 8" f4,''' TO BE SELECTED FI GRADE 8" x 16" HEADER CURB Q , a COMPACTED SUBGRADE PAVER SECTION E IPlanter Detail LA -3A SCALE: 1/2"= I' PLAN 5h Mount Juctlon Box THIN SET HOLLAND—STONE PAVER BY PAVER SYSTEM, INC., COLOR TO BE SELECTED MORTOR SETTING BED 4" THICK CONC SLAB, See Architectural Plans BASE TYP. UBGRADE PAVER SECTION ountain Paver Detail : 1/2"= I' REVISIONS PLOT DATE: 2/28 06 DRAWN BY: BB DESIGNED BY: BB CHECKED BY: BB REG. NO.: LA1260 SCALE: As Shown JOB NO.: 05-152 SHEET NO. LA -3A 40F6 RELOCATED -- — I ALUMINUM BLDG. Existing 6' HT Opac Fence 1U 21"• PIN 11' OAK • PALM 18' PINE s• STORAG 00 18 PINE PINE 9. 01 d+ 42. OAK t1�15 C� ®12' 1. PINE • Opt( g /18" VLM PALM g � ® PALM 21' PINE SEED SHRUB -JH ® IKS SOD'1201 9' 0AK+/� / +// / 7" OAI� / / SW1NG / y/® 18 M" ISOEU AH 19. OAK 18" P CIOUOUS DOUBLE 7• CLUSTER 10* OAK DOUBLE / EACH 11° PALbY//��'(/��+\j) SYANC / SLID SHRUB / SHRUB / HOUSE PLAY / • B• MAPLE SLIDE + / SWING BENCHI SLIDE 18' CEDAR / �wNC / ®20" PINE / MONKEY BARS ^ O DSK DUCK 22' • PALM HOSE SHRUB F ICD 11" P/"LM max, PRO ED "t,_ NEW ILDING 1 1 ��I It ••Existing Magnolia . 0 ��_--- il,� 10 11 '�1 1 1 1 1 X 1 / 1 ll• PALM / 24' P*o 19' PAIIX'� 1 /�+ / 22' P / 1 1 OAK 1 11- PALM 13" PAX PALM 1 +/ 32® NE / 12" CALM 1 16• PSI ' 1 / PROPOS DIB" PALM , 1 NEW BUILDING •J 1 ® 1 1/ 13' PALM 13' PALM t�I t / Y 16" PALM 1 '1 • IL" PALM / 1 42' OAK 141 1 SA o5HRU81 e 1 1 1 1 L�� 1 18" PAL 1 1 1 I it I I I i I I I 3 F..... S.O.D. B' SAGO is' PALM PR ® A 301 AE t,• PALM o P ® }LLLLQ 3 PP / 8' BAY 18" PALM "CEDAR_ P ALM 18" PALM 1 011" B" PALM e 'I. L51 LIVIE 12� PALM . 1 1 < 2 CH 1 ' 30 J 7 IPTV1 9' PALM 1 LARGE OAK TREE B' BAY 40. 30 FOOT RADIUS 18"BALM ®" PALM • r 18' PALM 14 PALM 1�. BAY Undisturbed Area t Remain 'e• PAM1 ... ® 1 10 PALM • ..00.' . . , . . . . . . , 1 21" PINE 1111 1Y P . , 1 1; PALM R 4 BOTANICAL NAME COMMON NAME SPECIFICATION REPLACEMENT ICHES POND B All trees and shrubs shall be grade Florldo Fancy", 0.13 ACRES o NWL = 4.00 PREPARE PLANTING MIX WEIR = 5.57 CH HWL = 5.98 EUROPEAN FAN PALM 21"• PIN 11' OAK • PALM 18' PINE s• STORAG 00 18 PINE PINE 9. 01 d+ 42. OAK t1�15 C� ®12' 1. PINE • Opt( g /18" VLM PALM g � ® PALM 21' PINE SEED SHRUB -JH ® IKS SOD'1201 9' 0AK+/� / +// / 7" OAI� / / SW1NG / y/® 18 M" ISOEU AH 19. OAK 18" P CIOUOUS DOUBLE 7• CLUSTER 10* OAK DOUBLE / EACH 11° PALbY//��'(/��+\j) SYANC / SLID SHRUB / SHRUB / HOUSE PLAY / • B• MAPLE SLIDE + / SWING BENCHI SLIDE 18' CEDAR / �wNC / ®20" PINE / MONKEY BARS ^ O DSK DUCK 22' • PALM HOSE SHRUB F ICD 11" P/"LM max, PRO ED "t,_ NEW ILDING 1 1 ��I It ••Existing Magnolia . 0 ��_--- il,� 10 11 '�1 1 1 1 1 X 1 / 1 ll• PALM / 24' P*o 19' PAIIX'� 1 /�+ / 22' P / 1 1 OAK 1 11- PALM 13" PAX PALM 1 +/ 32® NE / 12" CALM 1 16• PSI ' 1 / PROPOS DIB" PALM , 1 NEW BUILDING •J 1 ® 1 1/ 13' PALM 13' PALM t�I t / Y 16" PALM 1 '1 • IL" PALM / 1 42' OAK 141 1 SA o5HRU81 e 1 1 1 1 L�� 1 18" PAL 1 1 1 I it I I I i I I I 3 F..... S.O.D. B' SAGO is' PALM PR ® A 301 AE t,• PALM o P ® }LLLLQ 3 PP / 8' BAY 18" PALM "CEDAR_ P ALM 18" PALM 1 011" B" PALM e 'I. L51 LIVIE 12� PALM . 1 1 < 2 CH 1 ' 30 J 7 IPTV1 9' PALM 1 LARGE OAK TREE B' BAY 40. 30 FOOT RADIUS 18"BALM ®" PALM • r 18' PALM 14 PALM 1�. BAY Undisturbed Area t Remain 'e• PAM1 ... ® 1 10 PALM • ..00.' . . , . . . . . . , 1 21" PINE 1111 1Y P . , 1 1; PALM R STURDIVANT AVENUE (FORMERLY LAKEVIEW AVENUE) 50' RIGHT OF WAY E7 PLANT LIST (Revised 4/27ZD6� QUAN'[ITY SYMBOL BOTANICAL NAME COMMON NAME SPECIFICATION REPLACEMENT ICHES TREES All trees and shrubs shall be grade Florldo Fancy", 3. All planta must be balled and burlapped as indicated in the plant list PREPARE PLANTING MIX � CH CHAMEROPS HUMILIS EUROPEAN FAN PALM 10 GAL. 4-6' HT Specimens 0 4 LI LAGERSTROEMIA INDICA CRAPE MYRTLE MULTI—TRUNK, 14' FT, 6' SP, 15" CAL. MIN 3 STEMS 14 0 PE PINUS ELLIOT] SLASH PINE 2,5" CAL. 8'-10' HT 0 1 PD DATE PALM aft `rte. 12 QV QUERCUS VIRGINIANA �11�����f,.�■� 1" `.-.:i-v �►–rT'T 5"CAL. 14-16'HT, 7 -8 -SP, Native Coastal Variety Req'D --T 35 SP �� r SABAL PALM M; 408 2 TF , ..: T T TIT 1 T 7 �► 7 T l_ w �. ; WINDMILL PALM �. accepted Ir total by the landscape architect and the owner, 12. 2' 2'-4' Clear r Trunk Mix 0 SHRUBS be guaranteed and additional 180 doya. V� 13. TOTAL INCHES 497 7 CL CRINUM SPP CRINUM LILLY 3 GAL. 1.5'X1.5' TOTAL TREES 58 8 CR CYCAS REVOLUTA SAGO 3 GAL. 1.5'X1,5' 25 ICS IIEX CORNUTA 'BURFORDII NANA' DWARF BURFORD HOLLY 3 GAL. 15"X15", 3'o.c. STURDIVANT AVENUE (FORMERLY LAKEVIEW AVENUE) 50' RIGHT OF WAY E7 PLANT LIST (Revised 4/27ZD6� QUAN'[ITY SYMBOL BOTANICAL NAME COMMON NAME SPECIFICATION REPLACEMENT ICHES TREES All trees and shrubs shall be grade Florldo Fancy", 3. All planta must be balled and burlapped as indicated in the plant list PREPARE PLANTING MIX 7 CH CHAMEROPS HUMILIS EUROPEAN FAN PALM 10 GAL. 4-6' HT Specimens 0 4 LI LAGERSTROEMIA INDICA CRAPE MYRTLE MULTI—TRUNK, 14' FT, 6' SP, 15" CAL. MIN 3 STEMS 14 0 PE PINUS ELLIOT] SLASH PINE 2,5" CAL. 8'-10' HT 0 1 PD PHEONIX DACTYLIFERA DATE PALM 18' CLEAR TRUNK, 20" Caliper 20 12 QV QUERCUS VIRGINIANA COASTAL LIVE OAK 5"CAL. 14-16'HT, 7 -8 -SP, Native Coastal Variety Req'D 55 35 SP SABAL PALMETTO SABAL PALM include proper planting mixing, planted and troe pit preparation, pruning, staking or guying, 408 2 TF TRACHYCARPUS FORTUNEI WINDMILL PALM TO CLEAR TRUNK, 50% BOOTED. 12" Casper accepted Ir total by the landscape architect and the owner, 12. 2' 2'-4' Clear r Trunk Mix 0 SHRUBS be guaranteed and additional 180 doya. V� 13. TOTAL INCHES 497 7 CL CRINUM SPP CRINUM LILLY 3 GAL. 1.5'X1.5' TOTAL TREES 58 8 CR CYCAS REVOLUTA SAGO 3 GAL. 1.5'X1,5' 25 ICS IIEX CORNUTA 'BURFORDII NANA' DWARF BURFORD HOLLY 3 GAL. 15"X15", 3'o.c. 52 LJ LIGUSTRUM JAPONICUM LIGUSTRUM 7 GAL.24"X24", 4'o,c. 18 PTV PITTOSPORUM TOBIRA PITTOSPORUM 3 GAL. 15"X15', Vo.c. 9 PS PHLODENDRON SELLOUM PHILODENDRON 7 GAL, 36"X36" 15 RIA RAPHIOLIPUS INDICA "ALBA' INDIAN HAWTHORN 3 GAL. 15"X15", 3'o.c. GROUND and tha American National Standards for Trae Care Operations (ANSI tYZ13J,1) shall be followed. Protected affa trees eholl be pruned and fertilized as necessary to compensate for any lova of roots and to stimulate root 30 AE ASPIDISTRA ELIATOR CAST IRON PLANT 1 GAL. 12" HT. X 12" FULL — 15" O,C, 39 CF CYRTOMIUM FALCATUM HOLLY FERN 1 GAL. 12" HT. X 12" FULL — 15" O,C. 130 JCP JUNIPERUS CONFERTA SHORE JUNIPER 1 GAL. 12" HT. X 12" FULL — 2'-6" O.C. 51 LME LIRIOPE MUSCARI GIANT LIRIOPE 1 GAL. 12" HT. X 12" FULL — 2" O.C. 'EVERGREEN GIANT' 382 LMV LIRIOPE MUSCARI 'VARIGATA' VARIEGATED LIRIOPE 1 GAL, 12" HT. X 12" FULL — 15" O.C. 1520 TAM TRACHELOSPERMUM ASIATICUM' MINIMA' DWARF JASMINE 1 GAL. 18" RUNNERS FULL 15" O.C. 24 SPR SPATHIPHYLLUM SPP SPATHIPHYLLUM 1 GAL, 12" HT, X 12" , FULL — 15" O,C. 345 SB SPARTINA BAKERI CORD GRASS 1 GAL 1' x 1' 11,500 SOD: SF ST.AUGUSTINE ' FLORATAM' Field Verify all sod and seed quantities 11,000 SEED: SF COMMON BERMUDA/ BAHIA MIX Prior to installation, Notify owner 800 ANNUALS of any changes, IRRIGATION NOTE: Contractor shall install hose bibbs every 50' or 100% irrigation system to all plant material. Contractor shall provide shop drawing of proposed irrigation system, for owner approval. DRAINAGE MANHOLE NMyr �B I �yp11T�� � JB�4' SW.NINVLRT 3'3,79' IRRIGATION NOTE: Contractor shall Install either hose bibs every 50 feet or 1009 irrigation system to all plant material. Contractor shall provide shop drawing of proposed Irrigation system for owners approval. PLANTING BED NOTE: All planting bade shall hove 4' thick mulch coverage over fiber weed barrier , submit sample. All planting areas shall have plastic or aluminum landscape edging, SPACING L112 D D u ti_ -. MULCH (3" M��i* an DEPTH VARR1 WITH PLANTPREPAREIP401NGMix PEOSPECIFICATIONCAVATE AND PREPARE TIRE PLANTING BED MASSED SHRUB/GRNDCVR PLANTING DETAIL � ppuu NN11ppHH 22 pp ANNEALED ICALV�' STEEL OUY CURE i/2' RUBBER HOSE 12 CA. � � 1/2' RUBBER N TURNBUCKLE (OALV,) ANNEALED GALV. STEEL MULCH (1" MI 2'X2•X3' STAKE EARTH SAUCER 13, In MULCH (1" MIN.) — REMOVE TOP 1/3 BURLAP EARTH SAUCER WRAP TRUNK PREPARE PLANTING MIX PER SPEOFlCATIONS PER SPECIFICA71ON REMOVE TOP 1/3 BURLAP Y^-0--^1 COMPACTED PLANTING MIX PREPARE PLANING MIX PER SPECIFICATION 0 b COMPACTED P TIN i LAN G MIX GUY WIRE— PREPARED PLANTING MIX PREPARED PLANTING MIX RUBBER NO ��;e EARTH SAUCER • � ' '•y)i flUBBER ROSE rq�:;�„ EARTH SAUCER UMIT OF MULCH ' TURNBUCKLE UMIT OF MULCH - GUY CURE TREE PLANTING DETAIL (2-1\2" CALIPER OR LESS) MULTIPLE TRUNK TREE PLANTING DETAIL 1/2 1/2 NaIE. 1. ATTAa OlY MRI®N C[NiRl,l FENCE 1 LARedTUNK. TZdfm�i00 WiNT WO00 WT ONE ol TREE ORIPUNE 6 1:1k 0wo, 10011 OF DRIPUNE e' MIN. N� 2'X4' RAIL MANGE COPOLYMER BARRIER 2'X4' POSTS FENCE FASTENED TO POSTS h RAIL TREE BARRIER DETAIL LAWN AREA PAVEMENT SOL AND ROOT LAYER TYPICAL) TOPSOIL AS49PECIRED 12" "GER" . COINEDCLEAN A .^I PAR ROUGH�i� v[.wcn1 YLL CULTIVATED SOL UNDISTURBED SOIL NOTE: $00 NST h ROOT SUCR Y TOP OF LAYER 15 LEVEL WITH TOP OF PAVEMENT SOD DETAIL FOUR STAKES SECURED AROUND TRUNK WITH THREE BANDS OF GALVANIZED STEEL VARE FLAGS SAUCER - LOWER THEFINISH GRADE OF SOL PLANT MIX _ Landscape Plan: General Notes & Specifications LA 1. All plants must be healthy, vigorous material, free of pests and disease. TOP OF ROOT BALL FLUSH 2. All trees and shrubs shall be grade Florldo Fancy", 3. All planta must be balled and burlapped as indicated in the plant list PREPARE PLANTING MIX 4. All planta shall be triangular spaced. s'—o• 5. Atrees meut be guyed and staked ce shown In the details, 6. Alll plants must be treated with a root stimulant per the label at the time of planting. 7, All plants and planting areae must be completely mulched as specified with three (3) Inches of pine straw. 8, Prior to construction, the landscape con tractor shall be responelble for locating all underground utilities and shall avoid damage to all "realties during the course of the work. The landscape Is for ,wrest contractor respanalib repairingany and all damage to utilities, structures, site appurtenances, etc., which occurs as o res onstruction. ult of the landscape S. The landscape controctor Ie responsible for verifying all quantities shown on these plana, before Yfj pricing the work, �+, ( 10. The planting shall be done In accordance with acceptable horticultural practices. This is to /•.� include proper planting mixing, planted and troe pit preparation, pruning, staking or guying, i 11. wropping, spraying, fertilization, planting and adequate maintenance until acceptance by the owner. The landscape contractor Is reaponalble for fully malntalning all planting (Including but not limited H'^ to: watering, spraying, mulching, fertlllzing, etc.) of planting areas and lawns until the work Is accepted Ir total by the landscape architect and the owner, 12. All plan to shall be guaranteed for 90 days from final Inspection and acceptance. All trees shall o be guaranteed and additional 180 doya. V� 13. All plants ore subject to approval by the owner'. representative. Prior to planting, all trees 14. must be approved by the owner or owner's representative. Standards est forth In "American Standard for Nursery Stock" represent guideline opacifications only and shall constitute minimum quality requirements for plant material. *T� 15. This con trot' to subject to the rules and regulations of the "Grades and Standards for Nursery Plants do published by the division of piont Industry, Florida Deportment of Agriculture and Consumer Services. If the owner or Landscape Architect had to believe that the the roason plants are not of specified grade, he wll ra r I questa .grad n9 inspection, and such evidence will be basis for requesting replacement of plants and for legal or other action according to law, should this become necessary. 16. Plant soil mixture: Add sufficient post or recycled compost and builders sand to natural, fertile, friable topsoil typical of the locality to achieve a 1:3 organic mix, 17, Prior to any land clearing operotions, temporary barriers shall be Installed around all trees and all understory vegetation to remain wlthin the Iimlte of land cleoring or construction and shall remain until the completion or work. The temporary barrier ehcll comply with the tree barrier detail as depicted on this sheet. 18, No materials, trollers, equlpment or chemicals shall be stored, operated, dumped buried or burned whithln the protected areas. No attachment, wires (other than protective guy wires), signs or permits shall be attached to a protected tree. IS. when remoNn branch s from 7 c tree 1 r e oto ted t e s to clear for construction or ruS.t to restore the natural 9 P P 9 aha a of tha tree the uidelinae In the NationCC I A M A I I nl nd r p g a rbc et snot at on Pru ngg Sth a da for Shade Trees and tha American National Standards for Trae Care Operations (ANSI tYZ13J,1) shall be followed. Protected trees eholl be pruned and fertilized as necessary to compensate for any lova of roots and to stimulate root growth, Any damage to tree crowns or root systema shall be ropclrod Immediately after damage occurs. 20. Store, provide, install and protect per marsh landing architectural review board standards and guidelines. DRAINAGE MANHOLE NMyr �B I �yp11T�� � JB�4' SW.NINVLRT 3'3,79' IRRIGATION NOTE: Contractor shall Install either hose bibs every 50 feet or 1009 irrigation system to all plant material. Contractor shall provide shop drawing of proposed Irrigation system for owners approval. PLANTING BED NOTE: All planting bade shall hove 4' thick mulch coverage over fiber weed barrier , submit sample. All planting areas shall have plastic or aluminum landscape edging, SPACING L112 D D u ti_ -. MULCH (3" M��i* an DEPTH VARR1 WITH PLANTPREPAREIP401NGMix PEOSPECIFICATIONCAVATE AND PREPARE TIRE PLANTING BED MASSED SHRUB/GRNDCVR PLANTING DETAIL � ppuu NN11ppHH 22 pp ANNEALED ICALV�' STEEL OUY CURE i/2' RUBBER HOSE 12 CA. � � 1/2' RUBBER N TURNBUCKLE (OALV,) ANNEALED GALV. STEEL MULCH (1" MI 2'X2•X3' STAKE EARTH SAUCER 13, In MULCH (1" MIN.) — REMOVE TOP 1/3 BURLAP EARTH SAUCER WRAP TRUNK PREPARE PLANTING MIX PER SPEOFlCATIONS PER SPECIFICA71ON REMOVE TOP 1/3 BURLAP Y^-0--^1 COMPACTED PLANTING MIX PREPARE PLANING MIX PER SPECIFICATION 0 b COMPACTED P TIN i LAN G MIX GUY WIRE— PREPARED PLANTING MIX PREPARED PLANTING MIX RUBBER NO ��;e EARTH SAUCER • � ' '•y)i flUBBER ROSE rq�:;�„ EARTH SAUCER UMIT OF MULCH ' TURNBUCKLE UMIT OF MULCH - GUY CURE TREE PLANTING DETAIL (2-1\2" CALIPER OR LESS) MULTIPLE TRUNK TREE PLANTING DETAIL 1/2 1/2 NaIE. 1. ATTAa OlY MRI®N C[NiRl,l FENCE 1 LARedTUNK. TZdfm�i00 WiNT WO00 WT ONE ol TREE ORIPUNE 6 1:1k 0wo, 10011 OF DRIPUNE e' MIN. N� 2'X4' RAIL MANGE COPOLYMER BARRIER 2'X4' POSTS FENCE FASTENED TO POSTS h RAIL TREE BARRIER DETAIL LAWN AREA PAVEMENT SOL AND ROOT LAYER TYPICAL) TOPSOIL AS49PECIRED 12" "GER" . COINEDCLEAN A .^I PAR ROUGH�i� v[.wcn1 YLL CULTIVATED SOL UNDISTURBED SOIL NOTE: $00 NST h ROOT SUCR Y TOP OF LAYER 15 LEVEL WITH TOP OF PAVEMENT SOD DETAIL FOUR STAKES SECURED AROUND TRUNK WITH THREE BANDS OF GALVANIZED STEEL VARE FLAGS SAUCER - LOWER THEFINISH GRADE OF SOL PLANT MIX _ PALM TREE PLANTING DETAIL REVISIONS A REV: 4/27/06 Bldg Loc. REV: 3/24 AS Tree Com. PLOT DATE: 2 28 06 DRAWN BY: BB DESIGNED BY: BB CHECKED BY: BB REG. NO.: LA1260 SCALE: 1 "=30' JOB NO.: 05-152 SHEET GUY WIRE 12 GAUGE LA ANNEALED GALVANIZED STEEL OR 2"X4• LEAN TO 50F6 TOP OF ROOT BALL FLUSH NTH PLANTING SOIL PREPARE PLANTING MIX PER SPECIFICATION s'—o• COMPACTED PLANTING MIX PALM TREE PLANTING DETAIL REVISIONS A REV: 4/27/06 Bldg Loc. REV: 3/24 AS Tree Com. PLOT DATE: 2 28 06 DRAWN BY: BB DESIGNED BY: BB CHECKED BY: BB REG. NO.: LA1260 SCALE: 1 "=30' JOB NO.: 05-152 SHEET NO. LA -4 50F6 H 7T 3/4" 11 12H H 12Q �lltiti\-y •� A I 10A 3/4 18 17 4 / sv�No s.NG su PLAY supe WHO BENCH suoE Is1MNG MONKEY BARS o ODUCK °U OHORS PROPOSED NEW BUILDING A 22 A S 18 9 A 12A /4n Q 12 12A F 12QC CC A C 9 314" CC � Sg S s9 9 3/4" STURDIVANT AVENUE (FORMERLY LAKEVIEW AVENUE) 50' RIGHT OF WAY It" ,35 PROPOSED NEW BUILDING H El 20 20 0 12A A A 314rs C A H 18 314'• E A H 314" A 314" 314 9 H 12 9 19 9 9 H `. A A H E A 314"A A H H 10 20 12F n / 12F 3 12F " 12F 12F A F ) 12F -- 3/4" F " 12F 12F 314" " 20 A 314" 2d A A H r LEGEND ®P.O.C. = WELL AND PUMP CAPABLE OF 20 GPM AT 50 PSI RAINBIRD DCA -100 BACKFLOW PREVENTER AT 20 GPM = 4.0 PSI 300' OF 1 1/4" MAINLINE AT 20 GPM = (3.0)(1.37) = 4.11 PSI LOSS 1300' OF 1 1/4" LOOPLINE AT 10 GPM = (13.0)(0.38)/2 = 2.47 PSI 1" ELECTRIC VALVE AT 20 GPM = 2.5 PSI LOSS LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS TOTAL LOSS = 16.06 PSI DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI SYSTEM REQUIREMENT = 20 GPM AT 47 PSI RAINBIRD PEB-100-S 1" 200 PSI SELF SCRUBBING ELECTRIC VALVE WITH FLOW CONTROL O HUNTER ICC -2400 -PL 24 STATION PEDASTAL MOUNTED CONTROLLER WITH RAINBIRD MS -100 MOISTURE SENSOR 9 �/ 9 9 GPM_ 9 9 F 0 IF� 30 3.7 15' 9 1.6 INCHES/HOUR TQ OSED 15TQ 30 2.8 BUILDINGPRO NEW �---= 9 9 9 9 15H 9 X9 Y 15' 314" �C RAINBIRD 15Q 314" 1.0 15' 15' 1.6 INCHES/HOUR A ��� '.rte / 15A ��, -- 15' �/+.•yy 1.6 INCHES/HOUR . A 9SST 9 1.2 20 9 ID 10' 1.4 INCHES/HOUR S 314" 7" 30 �^ 4'x30' 0111 3/4sr H �T 4CST H H 314`H 1.2 H H 15' 1.4 HOUR E RAINBIRD 4EST 30 3l4" 314" 12A 15' 1.4 INCHES/HOUR STURDIVANT AVENUE (FORMERLY LAKEVIEW AVENUE) 50' RIGHT OF WAY It" ,35 PROPOSED NEW BUILDING H El 20 20 0 12A A A 314rs C A H 18 314'• E A H 314" A 314" 314 9 H 12 9 19 9 9 H `. A A H E A 314"A A H H 10 20 12F n / 12F 3 12F " 12F 12F A F ) 12F -- 3/4" F " 12F 12F 314" " 20 A 314" 2d A A H r LEGEND ®P.O.C. = WELL AND PUMP CAPABLE OF 20 GPM AT 50 PSI RAINBIRD DCA -100 BACKFLOW PREVENTER AT 20 GPM = 4.0 PSI 300' OF 1 1/4" MAINLINE AT 20 GPM = (3.0)(1.37) = 4.11 PSI LOSS 1300' OF 1 1/4" LOOPLINE AT 10 GPM = (13.0)(0.38)/2 = 2.47 PSI 1" ELECTRIC VALVE AT 20 GPM = 2.5 PSI LOSS LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS TOTAL LOSS = 16.06 PSI DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI SYSTEM REQUIREMENT = 20 GPM AT 47 PSI RAINBIRD PEB-100-S 1" 200 PSI SELF SCRUBBING ELECTRIC VALVE WITH FLOW CONTROL O HUNTER ICC -2400 -PL 24 STATION PEDASTAL MOUNTED CONTROLLER WITH RAINBIRD MS -100 MOISTURE SENSOR 9 �/ 9 9 GPM_ 9 9 F 0 IF� 30 3.7 15' 9 1.6 INCHES/HOUR TQ RAINBIRD 15TQ 30 2.8 15' 15' 9 9 9 9 15H 9 X9 2 20 15' 314" 314" RAINBIRD 15Q 314" 1.0 15' 15' 1.6 INCHES/HOUR A 3/4" A 15A 30 -- 15' 3 1.6 INCHES/HOUR A 9SST 9 1.2 20 9 ID 10' 1.4 INCHES/HOUR S 314" 7" 30 �^ 4'x30' 0111 3/4sr H RAINBIRD 4CST H H 314`H 1.2 H H 15' 1.4 HOUR E RAINBIRD 4EST 30 3l4" 314" 12A 15' 1.4 INCHES/HOUR 12F 7T 12F 30 2.6 12' 12' 1.7 INCHES/HOUR 4 RAINBIRD 12TQ 12A 2,0 12' 12' 20 12H RAINBIRD 12H A H H H H H H H H H A RAINBIRD 12Q 30 314" 314" 9" 1" 314" 314" 12' 1.7 INCHES/HOUR 12A STURDIVANT AVENUE (FORMERLY LAKEVIEW AVENUE) 50' RIGHT OF WAY It" ,35 PROPOSED NEW BUILDING H El 20 20 0 12A A A 314rs C A H 18 314'• E A H 314" A 314" 314 9 H 12 9 19 9 9 H `. A A H E A 314"A A H H 10 20 12F n / 12F 3 12F " 12F 12F A F ) 12F -- 3/4" F " 12F 12F 314" " 20 A 314" 2d A A H r LEGEND ®P.O.C. = WELL AND PUMP CAPABLE OF 20 GPM AT 50 PSI RAINBIRD DCA -100 BACKFLOW PREVENTER AT 20 GPM = 4.0 PSI 300' OF 1 1/4" MAINLINE AT 20 GPM = (3.0)(1.37) = 4.11 PSI LOSS 1300' OF 1 1/4" LOOPLINE AT 10 GPM = (13.0)(0.38)/2 = 2.47 PSI 1" ELECTRIC VALVE AT 20 GPM = 2.5 PSI LOSS LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS TOTAL LOSS = 16.06 PSI DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI SYSTEM REQUIREMENT = 20 GPM AT 47 PSI RAINBIRD PEB-100-S 1" 200 PSI SELF SCRUBBING ELECTRIC VALVE WITH FLOW CONTROL O HUNTER ICC -2400 -PL 24 STATION PEDASTAL MOUNTED CONTROLLER WITH RAINBIRD MS -100 MOISTURE SENSOR BODY TYPE 12" POP-UP SPRAY IN PLACE OF 4" POP UP IN GROUND COVER AREAS ® 4" PRESSURE REGULATING POP-UP SPRAY BUBBLER MOUNTED ON 4" PRESSURE REGULATING POP-UP BODY •� 1 1/4" PZ -160 PVC MAINLINE, INSTALLED IN SOIL AREAS e 1 1/4" PR -160 PVC LOOPLINE, INSTALLED IN SOIL AREAS _ = 2 1/2" SCHEDULE 40 SLEEVING WATERING SCHEDULE NOZZLE MIN. WATER ® 75% EFFICIENCY PSI GPM_ RAD_ SPAC PRECIPITATION RATE F RAINBIRD 15F 30 3.7 15' 15' 1.6 INCHES/HOUR TQ RAINBIRD 15TQ 30 2.8 15' 15' 1.6 INCHES/HOUR H RAINBIRD 15H 30 1.7 15' 15' 1.6 INCHES/HOUR Q RAINBIRD 15Q 30 1.0 15' 15' 1.6 INCHES/HOUR A RAINBIRD 15A 30 -- 15' 15' 1.6 INCHES/HOUR 9 RAINBIRD 9SST 30 1.2 9'x18' 10' 1.4 INCHES/HOUR S RAINBIRD 4SST 30 1.2 4'x30' 15' 1.4 INCHES/HOUR C RAINBIRD 4CST 30 1.2 4xO' 15' 1.4 HOUR E RAINBIRD 4EST 30 0.6 4'x35' 15' 1.4 INCHES/HOUR 12F RAINBIRD 12F 30 2.6 12' 12' 1.7 INCHES/HOUR 12TQ RAINBIRD 12TQ 30 2,0 12' 12' 1.7 INCHES/HOUR 12H RAINBIRD 12H 30 1.3 12' 12' 1.7 INCHES/HOUR 120 RAINBIRD 12Q 30 0.7 12' 12' 1.7 INCHES/HOUR 12A RAINBIRD 12A 30 -- 12' 12' 1.7 INCHES/HOUR 1OF RAINBIRD 10F 30 16 10' 10' 1.5 INCHES/HOUR 10H RAINBIRD 10H 30 0.8 10' 10' 1.5 INCHES/HOUR 10T RAINBIRD 10T 30 0.6 10' 10' 1.5 INCHES/HOUR 10Q RAINBIRD 100 30 0.4 10' 10' 1.5 INCHES/HOUR F RAINBIRD B -5F 30 1.5 5' 5' -- H RAINBIRD B -5H 30 1.0 5' 5' -- Q RAINBIRD 9-5Q 30 0.5 5' 5' -- C RAINBIRD B -5C 30 0.5 5' 5' _- L RAINBIRD B-14 30 0.25 -- -- -- BODY TYPE 12" POP-UP SPRAY IN PLACE OF 4" POP UP IN GROUND COVER AREAS ® 4" PRESSURE REGULATING POP-UP SPRAY BUBBLER MOUNTED ON 4" PRESSURE REGULATING POP-UP BODY •� 1 1/4" PZ -160 PVC MAINLINE, INSTALLED IN SOIL AREAS e 1 1/4" PR -160 PVC LOOPLINE, INSTALLED IN SOIL AREAS _ = 2 1/2" SCHEDULE 40 SLEEVING WATERING SCHEDULE ZONE GPM PRECIP. RATE TIMING MIN. WATER ® 75% EFFICIENCY 1 19 1.5 INCHES/HR 14 MIN 1/4 INCH 2 20 1.5 INCHES/HR 14 MIN 1/4 INCH 3 20 1.5 INCHES/HR 14 MIN 1/4 INCH 4 20 1.5 INCHES/HR 14 MIN 1/4 INCH 5 19 1.5 INCHES/HR 14 MIN 1/4 INCH 6 20 1.5 INCHES/HR 14 MIN 1/4 INCH 7 20 1.5 INCHES/HR 14 MIN 1/4 INCH 8 19 1.5 INCHES/HR 14 MIN 1/4 INCH 9 20 1.5 INCHES/HR 14 MIN 1/4 INCH 10 20 1.5 INCHES/HR 14 MIN 1/4 INCH 11 18 1.5 INCHES/HR 14 MIN 1/4 INCH 12 19 1.5 INCHES/HR 14 MIN 1/4 INCH 13 19 1.5 INCHES/HR 14 MIN 1/4 INCH 14 20 1.5 INCHES/HR 14 MIN 1/4 INCH 15 17 1.5 INCHES/HR 14 MIN 1/4 INCH 16 18 1.5 INCHES/HR 14 MIN 1/4 INCH 17 19 1.5 INCHES/HR 14 MIN 1/4 INCH 18 18 1.5 INCHES/HR 14 MIN 1/4 INCH 19 20 1.5 INCHES/HR 14 MIN 1/4 INCH 20 20 1.5 INCHES/HR 14 MIN 1/4 INCH 21 19 1.5 INCHES/HR 14 MIN 1/4 INCH 22 18 1.5 INCHES/HR 14 MIN 1/4 INCH 23 24 -- -- -- -- TOTAL WATERING TIME: 5 HOURS 8 MINUTES UNDER NO RAIN CONDITIONS, WATER: NOV - FEB = 2 DAYS/WEEK MAR - APR & SEP - OCT = 2 STARTS, 2 DAYS/WEEK MAY - AUG = 2 STARTS, 3 DAYS/WEEK RECOMMENDED WATERING TIME: 1:00 AM - 6:08 AM THE DESIGNER IS NOT RESPONSIBLE FOR ANY LANDSCAPE MATERIAL LOST WHEN LESS WATER IS APPLIED THAN THE ABOVE SCHEDULE IRRIGATION COVERAGE = 100% IRRIGATION UNIFORMITY APPROXIMATELY 75% THIS IRRIGATION PLAN HAS BEEN DESIGNED BY A CERTIFIED IRRIGATION DESIGNER, AND COMPLIES WITH THE STANDARDS AND SPECIFICATIONS OF THE IRRIGATION ASSOCIATION AND THE FLORIDA IRRIGATION SOCIETY STARTER CTRL PRESS WYE REG BOX STR VALVE GUAGE ••„� PRES CONTROLLER GV DCA RELIEF ALL GALV NEOPRENE UNION ABV GRADE WIRE GRADE Al 18" DROP PIPE 2° GROUT 1 CU FT CONC SCH 40 PVC CASING DEPTH AS READ PUMP STATION RAINBIRD MS -100 MOISTURE SENSOR MAINLINE 12" POP-UP SPRAY T 1 3• SLEEVING RE AY GUAGE CONTROLLER PRESSURE WYE DCA RELIEF MAG STR STIR UNION GV CV PUMP ALL GALV ABV GRADE GRADE WELL MAIN (DEPTH AS READ) 1 CU FT CONC PUMP STATION ELECTRIC VALVE 4" POP-UP SPRAY 0 DRAWN BY: BB 0 u. .o o REG. NO.: LA1260 19 111 N PIPE & MAINLINE LATERAL %RE WIRE PIPE PIPE TRENCHING M N co ❑ U- J m U U Q W Z m Lo J N U O co 6 LQ N D :D F_ Q r- V) < a ISMO ISM �s U V Z J .-� CL V z p (^I � V O U % REVISIONS A PLOT DATE: 3/21/06 DRAWN BY: BB DESIGNED BY: BB CHECKED BY: BB REG. NO.: LA1260 SCALE: 1 "=30' JOB NO.: 05-152 SHEET NO. LA -5 60F6 i r— I I° ° I° ° ADMINIS ° ° ° I I° — — — —--� =` LAKEVIEW AVENUE SITE PLAN SCALE: 1/32'0=1'-0'j COMMUNITY PRESBYTERIAN CHURCH MM" CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 N0. I REVISION/ISSUE I DATE SITE PLAN PERMIT DOCUMENTS 00050817 AS SHOWN PROJ. NO. DWN BY SCALE DATE A-100 DEMOLITION NOTES: 10 HATCH AREAS INDICATE ITEMS TO BE REMOVED, UNLESS OTHERWISE NOTED. O IN AREAS OF DEMOLITION, ALL LOOSE ITEMS AND MATERIALS ARE TO BE REMOVED. O THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS. 0 FILL ALL EXCAVATED AREAS RESULTING FROM DEMOLITION WITH CLEAN ORGANIC FREE FILL AND COMPACT TO 95% PROCTOR (MIN.). 0 COORDINATE THE REMOVAL OF ALL ELECTRICAL AND PLUMBING UTILITIES. REFERENCE ALL DEMOLITION DOCUMENTS BEFORE WORK BEGINS. 06 REMOVE EXISTING CONCRETE SLAB IN ITS' ENTIRETY EAST OF THE CHRISTIAN EDUCATION BUILDING AND SOUTH OF THE ADMINISTRATION BUILDING AS INDICATED ON DEMO. PLAN. O REMOVE ALL CONTENTS, LOOSE ORGANIC MATERIALS, MISCELLANEOUS EQUIPMENT AND SUPPLIES UNLESS OTHERWISE NOTED. 08 PROVIDE NEW UNDERGROUND SERVICES TO BUILDING BY RELOCATING OVERHEAD SERVICES LINE TO UNDERGROUND. Og RELOCATE ALL UTILITIES INCLUDING ELECTRICAL, PLUMBING, MECHANICAL AND TELEPHONE. VERIFY NEW LOCATIONS PRIOR TO INSTALLATION. 10 REFER TO SPECIFICATIONS AND SITE PLAN FOR ADDITIONAL REQUIREMENTS FOR DEMOLITION. DEMOLITION & SITE CLEARING PLAN SCALE: 1/32"=V-0" '-0" COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL LLC NO. L02000002952 STRUCTURAL G.M._17 Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 B. Burke & Associates 1015 Atlantic Blvd. Ste. 323 Atlantic Beach, Florida 32233 N0. REVISION/ISSUE DATE I DEMOLITION & SITE CLEARING i PLAN PERMIT DOCUMENTS 00050817 CCW AS SHOWN 05-03-06 PROD. NO. DWN BY SCALE DATE A-100 WALKWAY DETAIL 1 SCALE: 1/4"=V-0" '-0" WALKWAY PLAN DETAIL 2 SCALE: 1/4"=1'-0" WALKWAY SECTION SCALE: 1/4"=V-0" '-0" WALKWAY ELEVATION SCALE: 1/4"=V-0" '-0" COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedro Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 N0. 1 REVISION/ISSUE I DATE WALKWAY ELEVATIONS AND SECTION PERMIT DOCUMENTS 00050817 PROJ. NO. DWN BY AS SHOWN SCALE DATE A-102 M BLOCK OFF EXISTING WINDOWS W/ (2) a" TYPE 'X' GWB. INSULATE FOR ACOUSTIC PURPOSES, PATCH, MATCH AND LEVEL W/ SURROUNDING FINISHES. W3/ 2'-2" 6'- 8 —8" '-8-8" EXISTING EDUCATION Alrlll \IIAI FLOOR PLAN - UPPER LEVEL. SCALE: 1/8"=V-0" 0 I M CORRIDOR 2 A —A10 —A10 2 rA —A10 —A10 ili I Ill Ill BUILDING NEW MINISTRY CENTER T FLOOR PLAN - GROUND LEVEL SCALE: 1/8"=V-0" KEY PLAN SCALE: NTS COMMUNITY PRESBYTERIAN CHURCH ICLIENT I Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 B. Burke & Associates 1015 Atlantic Blvd, Ste. 323 Atlantic Beach, Florida 32233 NO. I REVISION/ISSUE I DATE MINISTRY CENTERI FLOOR PLANS PERMIT DOCUMENTS 00050817 CCW AS SHOWN 05-03-06 PROJ. NO. DWN BY SCALE DATE A- A100 ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 B. Burke & Associates 1015 Atlantic Blvd, Ste. 323 Atlantic Beach, Florida 32233 NO. I REVISION/ISSUE I DATE MINISTRY CENTERI FLOOR PLANS PERMIT DOCUMENTS 00050817 CCW AS SHOWN 05-03-06 PROJ. NO. DWN BY SCALE DATE A- A100 REELECTED CEILING LEGEND: - 2x2 ACOUSTICAL CEILING GRID - CONC. CEILING - GYP. BOARD CEILING - GYP. BOARD CEILING - 2'x4' FLUORESCENT FIXTURE - RECESSED © - 1'x4' FLUORESCENT LAY -IN FIXTURE ® - 1'x4' FLOURESCENT SURFACE MOUNT 0 - INCANDESCENT FIXTURE - RECESSED O - INCANDESCENT FIXTURE - CEILING MOUNT - INCANDESCENT FIXTURE - SURFACE 4 - EXTERIOR WALL MOUNT LIGHT e - EXIT LIGHT - EXHAUST FAN 4=� - EMERGENCY LIGHT - RETURN AIR GRILL ® - AIR -SUPPLY GRILL NOTE: ALL FIXTURES AT NON -CONDITIONED SPACES ARE TO BE EXTERIOR GRADE. F E.2 E.1 E D.2 D.1 D C.1 EXISTING EDUCATION BUILDING / NEW MINISTRY CENTER REFLECTED CEILING PLAN - UPPER LEVEL SCALE: 1/8"=l' -O" REELECTED CEILING PLAN SCALE: 1/8"=l' -O" GROUND LEVEL 0ZA @ 10'-0" AFF. E INSULATION SLAB @ SOFFIT KEY PLAN SCALE: NTS COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Porte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ---TELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 B. Burke & Associates 1015 Atlantic Blvd. Ste, 323 Atlantic Beach, Florida 32233 N0. 1 REVISION/ISSUE DATE MINISTRY CENTER REFLECTED CEILING PLANS PERMIT DOCUMENTS 00050817 CCW AS SHOWN 05-03-06 ROJ. N0. DWN BY SCALE DATE A -A1 01 2 -A10 A NORTH ELEVATION -A10 SCALE: 1/8"=1'-0" 2 -A10 OIL ELEV. 21'-7-1 /2" TRUSS BEARING ELEV. 12'-2" 2ND FLOOR ry EAST ELEVATION �10 SCALE: 1/8"=1'-0" EXISTING EDUCATION BUILDING ,NEW MINISTRY BUILDING\ rc-""� SOUTH ELEVATION- -A10 SCALE: 1/8"=1'-0" i2„ COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 B. Burke & Associates 1015 Atlantic Blvd. Ste. 323 Atlantic Beach, Florida 32233 NO. I REVISION/ISSUE I DATE MINISTRY CENTER EXTERIOR ELEVATIONS PERMIT DOCUMENTS 00050817 PROJ. NO. CCW DWN BY AS SHOWN SCALE 05-03-06 DATE A -A1 02 FOR THIS UNIT 1 BUILDING SECTION �10 SCALE: 1/4"=1'-0" BUILDING SECTION -A103 SCALE: 1/4"=1'-0" COMMUNITY PRESBYTERIAN' CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 B. Burke & Associates 1015 Atlantic Blvd. Ste. 323 Atlantic Beach, Florida 32233 N0. 1 REVISION/ISSUE I DATE MINISTRY CENTER BUILDING SECTIONS 2 PERMIT DOCUMENTS 00050817 CCW AS SHOWN 05-03-06 PROJ. NO. DWN BY SCALE DATE A -A103 FINISH SCHEDULE 3'-0" SPACE FLOOR WALLS CEILING OTHER REQUIREMENTS MARK DESIGNATION MAT. FIN. BASE NORTH SOUTH EAST WEST MAT. F-1 MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. 3'-0" 6'-8" 3 F-2 PRIVATE LOCKSET 105 3'-0" 6'-8" 6 F-1 EXTERIOR LOCKSET 105A 3'-0" 6'-8" 6 100 STAIR CONC CONC — — — — — — — — — — 108 101 CORRIDOR CONC CONC. — — — — — — — — — CONC 6 102 NURSERY CONC CPT WD GYP P GYP P GYP P GYP P ACT GYP 111 103 STORAGE CONC CPT WD GYP P GYP P GYP P GYP P GYP 2 104 1 TOILET CONC SV WD GYP P GYP P GYP P GYP P 1GYP 214 105 CLASSROOM CONC SV/CPT WD GYP P GYP P GYP P GYP P ACT/GYP 5A 106 STORAGE CONC SV WD GYP P GYP P GYP P GYP P GYP 107 STORAGE CONC SV WD GYP P GYP P GYP P GYP P GYP 108 TOILET CONC SV WD GYP P GYP P GYP IP GYP P 11GYP 109 CLASSROOM CONC SV CPT WD GYP P GYP P GYP P GYP P ACT GYP 110 STORAGE CONC SV WD GYP P GYP P GYP P GYP P GYP 111 STORAGE CONC SV WD GYP P GYP P GYP P GYP P GYP 200 STAIR CONC CONC — — — — — — — — — — 201 CORRIDOR CONC CONC — — — — — — — — — CONC 202 MECHANICAL ROOM CONC CONC WD GYP P GYP P GYP P GYP P CONC 203 COMMUNICATIONS CONC CONC WD GYP P GYP P GYP P GYP P CONIC 204 ELECTRICAL CONC CONC WD GYP P GYP P GYP P GYP P CONIC 205 CLASSROOM #6 CONC SV WD GYP P GYP P GYP P GYP P ACT 206 1 TOILET CONC SV WD GYP P GYP P GYP P GYP P GYP 207 CLASSROOM #5 CONC SV WD GYP P GYP P GYP P GYP P ACT 208 STORAGE CONC SV WD GYP P GYP P GYP P GYP P GYP 209 STORAGE CONC SV WD GYP P GYP P GYP P GYP P GYP 210 STORAGE CONC ISV WD GYP P GYP P GYP 1p GYP P GYP 211 CLASSROOM #4 CONC SV WD GYP P GYP P GYP P GYP P ACT GYP 212 JANITOR CONC CONC — GYP P GYP P GYP P GYP P GYP 213 CLASSROOM #3 CONC SV WD GYP P GYP P GYP P GYP P ACT GYP 214 STORAGE CONC SV WD GYP P GYP P GYP P GYP P GYP 215 STORAGE CONC SV WD GYP P GYP P GYP P GYP P GYP DOOR SCHEDULE — GROUND LEVEL 3'-0" OPENING CCW DWN BY DOOR FRAME REMARKS DOOR # WIDTH HEIGHT TYPE TYPE 102 3'-0" 6'-8" 7 F-1 EXTERIOR LOCKSET 103 4'-0" 6'-8" 4 F-3 LATCH SET 104 3'-0" 6'-8" 3 F-2 PRIVATE LOCKSET 105 3'-0" 6'-8" 6 F-1 EXTERIOR LOCKSET 105A 3'-0" 6'-8" 6 F-1 EXTERIOR LOCKSET 106 3'-0" 6'-8" 4 F-3 LATCH SET 107 4'-0" 6'-8" 4 F-3 LATCH SET 108 3'-0" 6'-8" 3 F-2 PRIVATE LOCKSET 108A 3'-0" 6'-8" 3 F-2 PRIVATE LOCKSET 109 3'-0" 6'-8" 6 F-1 EXTERIOR LOCKSET 109A 3'-0" 6'-8" 6 F-1 EXTERIOR LOCKSET 110 3'-0" 6'-8" 4 F-3 LATCH SET 111 4'-0" 6'-8" 4 F-3 LATCH SET 211 B 3'-0" 6'-8" 6 F-1 EXTERIOR LOCK SET HARDWARE GENERAL NOTES: 1. ALL HARDWARE TO HAVE A BRUSHED ALUM. FINISH 2. GLAZING IN DOORS AND SIDE LIGHT TO BE 1/4" TEMPERED CLEAR GLASS. 3. CENTER 6" WD. LEDGE ON TOP OF DOOR. DOOR SCHEDULE — SECOND FLOOR 3'-0" OPENING CCW DWN BY DOOR FRAME REMARKS DOOR # WIDTH HEIGHT TYPE TYPE 201 5'-0" 6'-8" (2)2'--6" LOCKABLE GATE W/ PANIC HARDWARE 202 6'-0" 6'-8" 5A F-4 EXTERIOR LOCK SET 203 3'—O" 6'-8" 2 F-1 EXTERIOR LOCK SET_ 204 3'-0" 6'-8" 2 F-1 EXTERIOR LOCK SET 205 3'-0" 6'-8" 6 F-1 EXTERIOR LOCK SET 206 3'—O" 6'-8" 2 F-1 EXTERIOR LOCK SET 207 6'-0" 6'-8" 6 F-1 EXTERIOR LOCK SET 207A 3'-0" 6'-8" 6 F-1 EXTERIOR LOCK SET 208 5'-0" 6'-8" 4 F-3 LATCH SET 209 4'-0" 6'-8" 4 F-3 LATCH SET 210 6'-0" 6'-8" 5A F-4 EXTERIOR LOCK SET 211 6'-0" 6'-8" 6 F-1 EXTERIOR LOCK SET 211 A 6'-0" 6'-8" 5 F-4 LATCH SET 211 B 3'-0" 6'-8" 6 F-1 EXTERIOR LOCK SET 212 3'-0" 6'-8" 2 F-1 EXTERIOR LOCK SET 213 3'-0" 6'-8" 6 F-1 EXTERIOR LOCK SET 213A 3'-0" 6'-8" 6 F-1 EXTERIOR LOCK SET 214 3'-0" 6'-8" 3 F-2 LATCH SET 215 3'-0" 6'-8" 2 F-1 EXTERIOR LOCK SET 216 6'-0" 6'-8" 5A F-4 PAIR DR. W/ ASTRIGAL & PANIC HARDWARE ON EGRESS SIDE (SEE PLAN FOR SWING); 1-1/2 HR. RATING INTERIOR ELEVATION SCALE: 1/4"=1'-0" (NURSERY 102) 2„ 3'-0" 2„1'— 2"2„ 3,_0„ 00 I i0 00 I 11 OHOLLOW METAL W/ TEMP. O HOLLOW METAL GLASS AND SIDELIGHT DOOR TYP E S SCALE:1 /4"=1'-0" 3'-4” 3'-4" O O I I F-1 F-2 HOLLOW METAL FRAME WOOD FRAME FRAME TYPES SCALE:1 /4"=l'—O" 3'-4" LO I WNDOW SCALE:1 /4"=1'-0" 00 I co 3'-0" 00050817 PROJ. NO. CCW DWN BY AS SHOWN SCALE 0 A- 00 I 11 OHOLLOW METAL W/ TEMP. O HOLLOW METAL GLASS AND SIDELIGHT DOOR TYP E S SCALE:1 /4"=1'-0" 3'-4” 3'-4" O O I I F-1 F-2 HOLLOW METAL FRAME WOOD FRAME FRAME TYPES SCALE:1 /4"=l'—O" 3'-4" LO I WNDOW SCALE:1 /4"=1'-0" 00 I co 3'-0" 00050817 PROJ. NO. CCW DWN BY AS SHOWN SCALE (D 1-3/4" FLUSH WD. PANEL 4'— 4" F-3 WOOD FRAME TYPES 'SVD. HEADER BLOCKING NALLBOARD )OD STUD O.C. T. WOOD ATE 3AS E NG IN. SCH.) WALL TYPE 1 111=19 -099 2'-0" 2'-0" 401-3/4" FLUSH WD PANEL DOORS 4A 1-3/4" FLUSH HM PANEL DOORS 6'-4" 1 3'-0" 3'-0" O 1-3/4" FLUSH WD. PANEL DOORS 5A 1-3/4" FLUSH HM. PANEL DOORS F-4 HOLLOW METAL FRAME F— 4A HOLLOW METAL FRAME 10'-0" 10'-0" WD. HEADER FE ALL FULL ;T. BLOCKING NALLBOARD )OD STUD O.C. 3ATT INSULATION 1. WOOD ATE 3ASE VG IN. SCH.) WALE TYPE 2 113=1'-0" tD I d— 3'-0" 00 I O HOLLOW METAL INSULATED DOOR 3'-0" 00 I i0 �7 HOLLOW METAL INSULATED DOOR COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 1 ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL LLC N0. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Porte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP 7 Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 B. Burke & Associates 1015 Atlantic Blvd. Ste. 323 Atlantic Beach, Florida 32233 N0. I REVISION/ISSUE I DATE MINISTRY CENTER SCHEDULES AND DOOR, WINDOW & WALL TYPES PERMIT DOCUMENTS 00050817 PROJ. NO. CCW DWN BY AS SHOWN SCALE 05-03-06 DATE A- A105 STOR. STOR. 113 COMM. STORAGE 106A (WD � OFFICE #1 ASSOC. PASTOR #1 WORK ROOM OFFICE MANAGER NEW CMU WALL AND SUPPORTING PILASTER ELEC. MECH. EL00� PLAN SCALE: 1/8"=1'-0" 8'-4" 1'� cove. WALKWAY *_i_126 ENTRY 2 PARLOR OFFICE #2 E STORAGE ASSOC. PASTOR #2 TOILET PASTOR EXISTING ASPHALT SHINGLE ROOF MTL. FLASHING 1/2 12 BLOCKING EXISTING CANOPY ROOF SHEATHING EXTERIOR GRADE CAN LIGHTS ri S E C TI ON 1�7,_ SCALE: 1/2"=1'-0" ELEC. MECH. 001 002 ��F - CCW DWN BY DEMOLITION PLAN ELECTRICAL SCALE: 1/8"=11-01' FIXTURE ACCESS THU ATTIC ABOVV - SURFACE O REMOVE EXISTING DOOR AND FRAME ASSEMBLY CEILING -� s0 EXISTING DOOR AND FRAME, PREPARE OPENING FOR NEW WINDOV,,`. DEMOLISH DEMOLISH CMU WALL REMOVE EXISTING DOOR TO MAKE DOOR - RETURN -AIR GRILL ABOVE CEILING LEVEL TO (SEE PLAN). n ACCOMODATE HVAC EXISTING WINDOW AND WALL FOR OPENING 50 SYSTEM PASS-THRU (SEE EXISTING WINDOW FOR WALL FILL IN 60 M -C100 FOR SIZE OF OPENING IN EXISTING WALL FOR NEW WINDOW OPENING). 0 I IIIA ', O - rl T DEMO ALL INTERIOR WALLS ILJ E' � III I O� II Tl I 0 II� L lll_ O �1 O STOR. STOR. 113 COMM. STORAGE 106A (WD � OFFICE #1 ASSOC. PASTOR #1 WORK ROOM OFFICE MANAGER NEW CMU WALL AND SUPPORTING PILASTER ELEC. MECH. EL00� PLAN SCALE: 1/8"=1'-0" 8'-4" 1'� cove. WALKWAY *_i_126 ENTRY 2 PARLOR OFFICE #2 E STORAGE ASSOC. PASTOR #2 TOILET PASTOR EXISTING ASPHALT SHINGLE ROOF MTL. FLASHING 1/2 12 BLOCKING EXISTING CANOPY ROOF SHEATHING EXTERIOR GRADE CAN LIGHTS ri S E C TI ON 1�7,_ SCALE: 1/2"=1'-0" ELEC. MECH. 001 002 ��F - CCW DWN BY DEMOLITION PLAN RECESSED SCALE: 1/8"=11-01' FIXTURE KEYED DEMOLITION NOTES: SURFACE O REMOVE EXISTING DOOR AND FRAME ASSEMBLY O REMOVE EXISTING DOOR AND FRAME, PREPARE OPENING FOR NEW WINDOV,,`. 30 REMOVE EXISTING DOOR TO MAKE DOOR - RETURN -AIR GRILL SWING OUTSIDE (SEE PLAN). n REMOVE EXISTING WINDOW AND WALL FOR OPENING 50 REMOVE EXISTING WINDOW FOR WALL FILL IN 60 PREPARE OPENING IN EXISTING WALL FOR NEW WINDOW STOR. STOR. 113 COMM. STORAGE 106A (WD � OFFICE #1 ASSOC. PASTOR #1 WORK ROOM OFFICE MANAGER NEW CMU WALL AND SUPPORTING PILASTER ELEC. MECH. EL00� PLAN SCALE: 1/8"=1'-0" 8'-4" 1'� cove. WALKWAY *_i_126 ENTRY 2 PARLOR OFFICE #2 E STORAGE ASSOC. PASTOR #2 TOILET PASTOR EXISTING ASPHALT SHINGLE ROOF MTL. FLASHING 1/2 12 BLOCKING EXISTING CANOPY ROOF SHEATHING EXTERIOR GRADE CAN LIGHTS ri S E C TI ON 1�7,_ SCALE: 1/2"=1'-0" ELEC. MECH. 001 002 ��F - CCW DWN BY u - FLUORESCENT FIXTURE - RECESSED u FIXTURE C� u SURFACE u - RECESSED e u � n - AIR DIFFUSER n ® - RETURN -AIR GRILL n n n SCALE: 1/811=1'-O" ROLL ROOF DOUBLE LAYER 30 LB FELT T --_---WOOD TRIM �4 WOOD COLUMN SKYLIGHT -- EXISTING ASPHALT SHINGLE ROOF MTL. FLASHING EXISTI NOPY OOF SHE HING EX RIOR G CAN LIGH rr 2 SEC N �10 SCALE: 1/2"=V-0" '-0" 1/2 12 COVD. WALKWAY —F1 61 ENTRY 2 116 1 TYP. -C10 PARLOR 118 OFFICE #2 ---20 2 -C10 TYP' STORAGE 122A SKYLIGHT (NIC) ASSOC. PASTOR #2 122 TO I LET �1 7 CEILING PASTOR 125 06 o0 - J � m 0 Z0 Q J O w U Z ROLL ROOF DOUBLE LAYER 30 LB FELT WOOD TRIM WOOD COLUMN SYMBOLS: - 2x2 ACOUSTICAL CEILING GRID GENERAL RCP NOTES: 1. GWB CEILING W/ DOUBLE KNOCKDOWN FINISH THROUGHOUT ALL SPACES EXCEPT STORAGE AREAS. KT� KEY PLAN SCALE: NTS COMMUNITY PRESBYTERIAN CHURCH CLI EN T Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL LLC NO. L02000002952 MOEN STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 B. Burke & Associates 1015 Atlantic Blvd. Ste. 323 Atlantic Beach, Florida 32233 N0. 1 REVISION/ISSUE DATE ADMINISTRATION- DEMOLITION PLAN, FLOOR PLAN & REFLECTED CEILING PLAN PERMIT DOCUMENTS - GYP. BOARD CEILING CCW DWN BY AS SHOWN SCALE - FLUORESCENT FIXTURE - RECESSED - 1'x4' FLUORESCENT LAY -IN FIXTURE C� - FLUORESCENT FIXTURE - SURFACE - INCANDESCENT FIXTURE - RECESSED e - EXIT LIGHT - EXHAUST FAN - EMERGENCY LIGHT - AIR DIFFUSER ® - RETURN -AIR GRILL GENERAL RCP NOTES: 1. GWB CEILING W/ DOUBLE KNOCKDOWN FINISH THROUGHOUT ALL SPACES EXCEPT STORAGE AREAS. KT� KEY PLAN SCALE: NTS COMMUNITY PRESBYTERIAN CHURCH CLI EN T Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL LLC NO. L02000002952 MOEN STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 B. Burke & Associates 1015 Atlantic Blvd. Ste. 323 Atlantic Beach, Florida 32233 N0. 1 REVISION/ISSUE DATE ADMINISTRATION- DEMOLITION PLAN, FLOOR PLAN & REFLECTED CEILING PLAN PERMIT DOCUMENTS 00050817 PROD. NO. CCW DWN BY AS SHOWN SCALE 05-03-06 DATE A- 0100 FINISH SCHEDULE ACT - SPACE FLOOR WALLS CEILING OTHER REQUIREMENTS MARK DESIGNATION MAT. FIN. BASE NORTH SOUTH EAST WEST MAT. - MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. NOT USED - - - 103 3'-0" 6'-8" 3 F-2 LATCH SET 103A 3'-0" 6'-8" 3 100 ENTRY 1 EXIST CONC. - C.M.U. BRICK - - C.M.U. BRICK C.M.U. BRICK - 105A 101 CORRIDOR EXIST S.V.F. V. B. GYP. P GYP. P GYP. P GYP. P GYP. 4 102 RECEPTION EXIST S.V.F. V. B. GYP. P EXIST. P EXIST. P GYP. P GYP. 108 103 OFFICE MANAGER EXIST CPT. V. B. GYP. P GYP. P MU. EX EX ST. P GYP. P GYP. 3 104 WORK ROOM EXIST CPT. V. B. GYP. P GYP. P EXIST. IP GYP. P GYP. 113 105 ASSOC. PASTOR EXIST CPT. V. B. GYP. P GYP. P EXIST. P GYP. P GYP. 4 105A STORAGE 116 3'-0" 6'-8" 2 F-1 PANIC HARDWARE 117 3'-0" 6'-8" 3 F-2 LATCH SET 118 106 OFFICE #1 EXIST CPT. V. B. GYP. P GYP. P EXIST. P GYP. P GYP. 3 106A ISTORAGE 120A 6'-0" 6'-8" 4 F-2 LATCH SET 121 6'-0" 6'-8" 4 F-3 LATCH SET 122 106B STORAGE 3 F-2 PRIVATE LOCK SET 122A 6'-0" 6'-8" 4 F-2 LATCH SET 123 3'-0" 6'-8" 3 107 COMMUNICATIONS EXIST S.C. - GYP. P GYP. P EXIST. P GYP. P GYP. 125 108 TOILET EXIST S.V.F. V. B. GYP. P GYP. P GYP. P GYP. P GYP. 109 STORAGE EXIST S.V.F. V. B. GYP. P GYP. P GYP. P GYP. P GYP. 110 CORRIDOR EXIST S.V.F. V. B. GYP. P GYP. P GYP. P C.M.U. P GYP. 111 CHOIR EXIST CPT. V. B. EXIST. P GYP. P EXIST. P EXIST. P A.C.T. 112 STORAGE EXIST S.V.F. V. B. GYP. P GYP. P EXIST. P GYP. P GYP. 113 STORAGE EXIST S.V.F. V. B. GYP. P GYP. P GYP. P GYP. P GYP. 114 STORAGE EXIST S.V.F. V. B. GYP. P GYP. P GYP. P GYP. P GYP. 115 STORAGE EXIST S.V.F. V. B. GYP. P GYP. P GYP. P EXIST. P GYP. 116 ENTRY 2 EXIST S.V.F. V. B. C.M.U. BRICK C.M.U. BRICK C.M.U. - C.M.U. BRICK - 117 ISTORAGE EXIST S.V.F. V. B. GYP. P GYP. P GYP. P GYP. P GYP. 118 PARLOR EXIST CPT. V. B. GYPC M U P GYP. P GYP. P EXIST. P GYP. 119 STORAGE EXIST S.V.F. V. B. GYP. P GYP. P GYP. P GYP. P GYP. 120 OFFICE #2 EXIST CPT. V. B. GYP. P GYP. P GYP. P GYP. P GYP. 120A STORAGE 121 STORAGE EXIST S.V.F. V. B. GYP. P GYP. P GYP. P GYP. P GYP. 122 ASSOC. PASTOR #2 EXIST CPT. V. B. GYP. P GYP. P GYP. P EXIST. P GYP. 122A STORAGE 123 TOILET EXIST S.V.F. V.B. GYP. P GYP. P GYP. P GYP. P GYP. 124 TOILET EXIST S.V.F. V. B. GYP. P GYP. P GYP. P GYP. P GYP. 125 PASTOR EXIST CPT. V. B. GYP. P GYP. P GYP. P GYP. P GYP. 125A STORAGE 126 1 COVD. WALKWAY EXIST ABBREVIATIONS: ACT - ACOUSTICAL CEILING TILE CPT - CARPET CT - CERAMIC TILE CONIC - CONCRETE CMU - CONCRETE MASONRY UNIT CP - CONCRETE PAVERS SVF - SHEET VINYL FLOORING EXP - EXPOSED GYP - GYPSUM WALLBOARD VCT - VINYL COMPOSITION TILE P - PAINT SC - SEALED CONCRETE VB - VINYL BASE INTERIOR GENERAL NOTES: 1. PAINT ALL INTERIOR DOORS, UNLESS OTHERWISE NOTED. 2. COLORS AND FINISHES TO BE DETERMINED BY ARCHITECT OR OWNER. 3. PAINT NEW GWB CEILINGS. COLOR AND FINISH TO BE DETERMINED BY ARCHITECT OR OWNER. INTERIOR PAINT SCHEDULE SPECIFICATIONS: A. GYPSUM BOARD: 1. ACRYLIC FINISH: TWO FINISH COATS OVER A PRIMER C3. PRIMER: INTERIOR GYPSUM BOARD PRIMER b. FINISH COATS: INTERIOR FLAT ACRYLIC PAINT, LOW -LUSTER ACRYLIC ENAMEL B. WOOD AND HARDBOARD: 1. ACRYLIC -ENAMEL FINISH: TWO FINISH COATS OVER A PRIMER a. PRIMER: INTERIOR WOOD PRIMER FOR ACRYLIC -ENAMEL AND SEMIGLOSS ALKYD -ENAMEL FINISHES. b. FINISH COATS: INTERIOR SEMI -GLOSS ACRYLIC ENAMELS C. FERROUS METAL: 1. ACRYLIC FINISH: TWO FINISH COATS OVER A PRIMER a. PRIMER: INTERIOR FERROUS -METAL PRIMER b. FINISH COATS: INTERIOR SEMI -GLOSS ACRYLIC ENAMEL D. ZINC COATED METAL 1. ACRYLIC FINISH: TWO FINISH COATS OVER A PRIMER a. PRIMER: INTERIOR ZINC -COATED METAL PRIMER b. FINISH COATS: INTERIOR SEMI -GLOSS ACRYLIC ENAMEL E. ALL -SERVICE JACKET OVER INSULATION: 1. ACRYLIC FINISH: TWO FINISH COATS. ADD FUNGICIDAL AGENT TO RENDER FABRIC MILDEW PROOF. a. FINISH COATS: INTERIOR FLAT LATEX -EMULSION SIZE. WINDOW SCHEDULE PERMIT DOCUMENTS OPENING CCW DWN BY WINDOW WIDTH HEIGHT REMARKS W-1 - - WIDTH & HEIGHT TO MATCH EXISTING SINGLE WINDOW W-2 - - WIDTH & HEIGHT TO MATCH EXISTING DOUBLE WINDOW W-3 - - MATCH EXISTING WINDOW SILL HEIGHT; SEE ELEV. AS REFERENCE MATCH HEIGHT WD. HEADER BLOCKING 'P. BD. J. SCH. FOR PAINT) )OD STUD 0. C. WOOD ATE IAS E JG N. SCH.) WALL TYPE 1 1„ WD. HEADER TE ALL FULL RT. BLOCKING 'P. BD. J. SCH. FOR PAINT) )OD STUD 0. C. 3ATT INSULATION WOOD .ATE ME `!G N. SCH.) I02ALL_ TYPE 199=19-099 "- 1 ,-0„ DOOR SCHEDULE PERMIT DOCUMENTS OPENING CCW DWN BY DOOR FRAME REMARKS DOOR # WIDTH HEIGHT TYPE TYPE 100 3'-0" 6'-8" 1 - PANIC HARDWARE 101 NOT USED - - - 102 NOT USED - - - 103 3'-0" 6'-8" 3 F-2 LATCH SET 103A 3'-0" 6'-8" 3 F-2 LATCH SET 104 3'-0" 6'-8" 3 F-2 PRIVATE LOCK SET 105 3'-0" 6'-8" 3 F-2 PRIVATE LOCK SET 105A 6'-0" 6'-8" 4 F-2 LATCH SET 106 3'-0" 6'-8" 3 F-2 PRIVATE LOCK SET 106A 6'-O" 6'-8" 4 F-2 LATCH SET 106B 6'-0" 6'-8" 4 F-2 LATCH SET 107 3'-0" 6'-8" 2 F-1 LATCH SET 108 3'-0" 6'-8" 3 F-2 PRIVATE LOCK SET 109 3'-0" 6'-8" 3 F-2 LATCH SET 110 3'-0" 6'-8" 3 F-2 PANIC HARDWARE 111 3'-0" 6'-8" 3 F-2 PRIVATE LOCK SET 112 6'-0" 6'-8" 4 F-3 LATCH SET 113 6'-0" 6'-8" 4 F-3 LATCH SET 114 6'-0" 6'-8" 4 F-3 LATCH SET 115 6'-0" 6'-8" 4 F-3 LATCH SET 116 3'-0" 6'-8" 2 F-1 PANIC HARDWARE 117 3'-0" 6'-8" 3 F-2 LATCH SET 118 3'-0" 6'-8" 3 F-2 PRIVATE LOCK SET 119 6'-0" 6'-8" 4 F-3 I LATCH SET 120 3'-0" 6'-8" 3 F-2 PRIVATE LOCK SET 120A 6'-0" 6'-8" 4 F-2 LATCH SET 121 6'-0" 6'-8" 4 F-3 LATCH SET 122 3'-0" 6'-8" 3 F-2 PRIVATE LOCK SET 122A 6'-0" 6'-8" 4 F-2 LATCH SET 123 3'-0" 6'-8" 3 F-2 PRIVATE LOCK SET 124 3'-0" 6'-8" 3 F-2 PRIVATE LOCK SET 124A 3'-0" 6'-8" 3 F-2 PRIVATE LOCK SET 125 3'-0" 6'-8" 3 F-2 I PRIVATE LOCK SET 125A 3'-0" 6'-8" 3 F-2 I LATCH SET HARDWARE GENERAL NOTES: 1. ALL HARDWARE TO HAVE A BRUSHED ALUM. FINISH 2. ALL GLAZING TO BE TEMPERED GLASS. 3. CENTER 6" WD. LEDGE ON TOP OF DOOR. r2" 3'-0 2j>j'-?�" OHOLLOW METAL W/ TEMP. GLASS AND SIDELIGHT DOORS 3'-0" I O HOLLOW METAL TYPES SCALE:1 /4"=1 '-0" ' 3-4" ' 3-4" _o _o I I F-1 F-2 HOLLOW METAL FRAME WOOD FRAME FRAME TYPES SCALE:1 /4"=1'-0" 100 ___� � EXTERIOR ELEVATION SCALE: 1/4"=V-0" 3'-0" 3'-0 3,-0„ 00 - / \ I 00 I O3 1-3/4" FLUSH WD. PANEL D 1-3/4" FLUSH WD. PANEL DOORS 0 6'- 4" F-3 WOOD FRAME KEY PLAN SCALE: NTS COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 B. Burke & Associates 1015 Atlantic Blvd. Ste. 323 Atlantic Beach, Florida 32233 N0. 1 REVISION/ISSUE I DATE ADMINSTRATION- SCHEDULES AND DOOR & WALL TYPES PERMIT DOCUMENTS 00050817 PROJ. NO. CCW DWN BY AS SHOWN SCALE 05-03-06 DATE A- C1 01 G H E.a F E G 5'-2 n D „ _ -0„ X2 3'-1" 6'-6" 2'- 5'-2X» - n 1-2-14' � 1 12' 0„ /a I/ � W2 W2 I � 0 I -F10O O 1 co 'rLD - 1-°i o 1 C11 T01ET TOILET , t ID 102 3 CON RETE PAD 1 10 B rn - SEE ARDSCAPE �, CO �, PLAN FOR _F10A 1 N (LOCATIONS AND 00 2 SIZE 100 - 1 101 102 CORRIDrb _ 11032 1 3A W 103 3 J VE TIBULE„ �S ORAGE TOR. 104 00 16' -10/z U TERTO W1 STOR. AN S'EL O C. CD - 05 4 2 ; ,� 13 AV i 5' -3" 2 2 105 1 130 CONF. ,� 1 � _ _, 1 4 �� 104 123 � �'- 22 2 - 20A (4) �18" HIG '-5��2E2 VV1 2 �.� , 16STOR. 120 SHELVE BY G.0 1 1 n 1 126 1 4'-0" X 8'-0" 15'-8" �__. - d 12 „WINDOW @ ' 126 1 - - CONCRETE PAD - 1 A F. 1 ELEC. 1 `o SEE HARDSCAPE 1 14'-11„ 9' 127 107B POC TIONS AND 1 _ 127 CN -� N�- - COMM. 2 40'-4., 3 1 _ �- j f 2 I 01 106 2 06 CID _J4- CORR. 3 1 1 107 2 N 1 � 1 ELEV. 0'-0 107 2 107 I 2 ' (E. F. E.=9'- NGVD) I _ -F103 + �_-ss-TOR. 1 108 ` FELLOWSHIP 129 10 2 A LL ' 2 107C 2 STACK BLE W /6R Y R STOR - 120 1 1212.1 � 1 12 3 -F i, N a' - 121 4 � 1 2 I I 1 12 2 C7_' 1 110 KITCF�EN- 5 CONC ETE PAD - SEE H RDSCAPE PLAN �; C� , 120C00RDINA LFOR E CATIONS AND IZES o CORR. DIS 1 LOCATION OF 3_, 1 1 1 WATER HE�TER W5co t 12 P CKET 3 WI ARCHITECT 119 P AREARM DOR 112 J �2 109 3 0 15A 1 - 8 0 114 1 1 14 V ST.co 1 - POCKETI 113 11 STORAGE TOILET a DRESS DOOR 1 _ 6 t 2 J 1 17 115 1 1 14 1 _F1o3 i TOIL 1 POCKET,. 112 I ��y� v G.c. 3 5'-cY' 117 DOOR 16 1 STORAGE 1 , ?;1 24 2 VES BY GI C. 11, 4„ �- 1 „ - -r- -► 1 � -F100 1 3 1 � n �-.--F100 FLOOR P A - B SCALE: 1/8"=1'-O" A GENERAL NOTES: O1 REFER TO FLOOR PLAN LEGEND FOR ALL SYMBOLS. O2 ALL DIMENSIONS ARE FROM UNFINISHED FACE OF NEW PARTITIONS OR TO FACE OF FINISHED EXISTING CONSTRUCTION UNLESS NOTED OTHERWISE. ALL DIMENSIONS SHOWN ON THE DRAWING SHALL BE CONSIDERED CRITICAL OR CLEAR, O3 REFER TO PARTITION TYPES FOR PARTITION HEIGHTS AND THICKNESS. ® VERIFY ALL STRUCTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS AND COORDINATE REQUIRED CHANGES PRIOR TO CONSTRUCTION. O5 REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION AND SYMBOLS ON DRAWING AO.01. © ALL DOOR OPENINGS ARE LOCATED THE MINIMUM DISTANCE FROM THE FINISHED FACE OF WALL (HINGE SIDE) IN ORDER TO INSTALL DOOR FRAME, U.N.O.. O FACE OF EXTINGUISHER CABINET TO BE INSTALLED FLUSH WITH FINISHED FACE OF ADJACENT WALL. BOTTOM OF CABINET TO BE MOUNTED AT 32"AFF. O8 VERIFY DIMENSION WITH ARCHITECT PRIOR TO CONSTRUCTING PARTITION. SUBMIT FINISHES TO ARCHITECT FOR APPROVAL, KEYED CONSTRUCTION NOTES: O ALIGN W/ EXISTING CONDITION. O EXTEND WINDOW OPENING DOWN AND PROVIDE NEW WINDOWS W/ A 2'-6" SILL HEIGHT A.F.F. �3 BUILD-UP GRADE TOPOGRAPHY TO EXIT DOOR & PROVIDE 4'X4'X4" CONCRETE PAD W/ MIN. OF 2% SLOPE TO EXISTING GRADE. ® NEW 2'x3' INFORMATION BOARD MOUNTED 30" A.F.F. COORDINATE STYLE & TYPE OF INFO BOARD W/ OWNER. �5 OWNER TO PROVIDE REFRIG. COORDINATE W/ OWNER FOR FIN. OPNG. DIMENSIONS. 6 PROVIDE HEADERS TO ALL NEW OPENINGS. 7 REVERSE EXISTING SHELF & ROD IN DIRECTION OF NEW OPENING, PROJECT NOTES IV. MISCELLANEOUS NOTES ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 1. ALL BASE BUILDING INTERIOR PARTITIONS SHALL WITHSTAND MINIMUM INWARD APPLICABLE CODES. ENGINEERING SHALL CONFORM WITH ALL APPLICABLE MUNICIPAL, AND OUTWARD ACTING PRESSURES OF 5 PSF. STATE AND FEDERAL REGULATIONS HAVING JURISDICTION INCLUDING ACCESSIBILITY STANDARDS AND ADA REQUIREMENTS. 2. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER COLORS AND FINISHES TO BE DETERMINED BY ARCHITECT TO AVOID MOLECULAR BREAKDOWN. L GENERAL NOTES OR OWNER. 3. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS 1 IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR THE REQUIRED FOR MECHANICAL EQUIPMENT. ALL ACCESS PANELS SHALL BE CONCEALED CONSTRUCTION MANAGER TO PROVIDE ALL SUBCONTRACTORS WITH AND LOCATIONS SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING. ALL NECESSARY INFORMATION AS PROVIDED. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR WORK 4. WHERE DISCREPANCIES EXIST BETWEEN THE DRAWINGS OF THE VARIOUS MAY OCCUR IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS. TRADES, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH WORK. REFER TO CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. ALL 5. COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICAL, NOTES ARE TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. ELECTRICAL AND INSTALLER. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. INSTALLATION, REVIEW WITH ARCHITECT PRIOR TO PROCEEDING. SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLIED D. ZINC COATED METAL ON RELATED DRAWINGS AND DETAILS. 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL STIFFENERS, BRACINGS, BACKING PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE PROPER 2 THE STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS ARE INSTALLATION OF ALL CASEWORK, AS WELL AS ALL WALL -MOUNTED OR ARE OF EQUAL IMPORTANCE WITH THE ARCHITECTURAL DRAWINGS IN DEFINING THE SUSPENDED MECHANICAL, ELECTRICAL AND/OR MISCELLANEOUS WORK OF THE CONTRACT DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE EQUIPMENT WHETHER SHOWN OR NOT, INCLUDING ITEMS. CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE b. FINISH COATS: INTERIOR SEMI -GLOSS ACRYLIC ENAMEL INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. SHOULD THERE 7. WHETHER OR NOT EXPLICITLY INDICATED, ALL GLAZING SHALL BE SAFETY BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE ENGINEERING GLAZED WHEN WITHIN 18" (450MM) OF THE FLOOR OR WITHIN 3'-0" (900MM) DRAWINGS THAT WOULD CAUSE AN AWKWARD OR IMPROPER INSTALLATION. IT SHALL HORIZONTAL DISTANCE FROM ANY DOOR. A CERTIFICATE MUST ACCOMPANY ALL BE BROUGHT TO THE ARCHITECTS ATTENTION FOR CLARIFICATION PRIOR TO GLAZING PRODUCTS STATING THAT THE PRODUCTS CONFORM WITH APPLICABLE INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE CONSUMER PRODUCT SAFETY STANDARDS. ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS TO RENDER FABRIC MILDEW PROOF. EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT. 8. ALL MECHANICAL AND ELECTRICAL EQUIPMENT, LOUVERS, EXPOSED PIPING, PRIMER a. FINISH COATS: INTERIOR FLAT LATEX -EMULSION SIZE. CONDUITS, ETC. SHALL BE FINISHED WITH INDUSTRIAL ENAMEL PAINT AND COLOR 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT CODED AND/OR AS DIRECTED. OF WALLS IN THE SPACE. 9. ALL RECESSED CABINETS, PANELS, BOXES LOCATED IN FIRE- RATED WALLS 4 DO NOT SCALE THE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO SHALL BE INSTALLED AND TO MAINTAIN THE FIRE -RATED CONSTRUCTION. SCALE. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, 10. ALL ARCHITECTURAL WOODWORK/PANELING SHALL BE TREATED WITH THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE COMMENCING THE MATERIALS COMPLYING WITH APPLICABLE FLAME SPREAD AND SMOKE DEVELOPMENT WORK. EXPLICIT DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. RATING REQUIREMENTS. ALL WOOD USED IN BACKING AND BLOCKING SHALL BE FIRE RETARDANT TREATED. 5 DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT 11. BUILDING MAINTENANCE IN ACCORDANCE WITH ALL APPLICABLE CODES. THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 6. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE, UNLESS OTHERWISE NOTED 7. ANY DETAILS, SYSTEMS, MATERIALS, (I.E. ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC.) WHICH ARE PROPOSED TO BE CHANGED MUST FIRST BE REVIEWED BY THE OWNER, ARCHITECT AND GENERAL CONTRACTOR PRIOR TO THE PREPARATION OF SHOP DRAWINGS. II. DIMENSIONING 1. NEW PARTITIONS ARE DIMENSIONED TO THE UNFINISHED FACE OF NEW WALLS OR FINISHED FACE OF EXISTING CONSTRUCTION UNLESS NOTED OTHERWISE. 2. ALL DIMENSION SHALL BE VERIFIED IN THE FIELD BEFORE PROCEEDING WITH THE WORK. THE ARCHITECT SHALL BE NOTIFIED OF ANY CORRECTION. 3. DOOR OPENINGS ARE GENERALLY DIMENSIONED TO CLEAR OPENING. DOOR OPENINGS THAT ARE NOT DIMENSIONALLY LOCATED ARE TO BE CENTERED BETWEEN WALLS OR POSITIONED WITH ONE JAMB AGAINST AN ADJACENT WALL OR COLUMN AS SHOWN ON THE PLANS AND/OR DETERMINED FOR THE DETAILS. 4. WHEN UNDIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR OPENINGS, THE DOOR WIDTH AND DOOR FRAME DETAILS DETERMINE THE LOCATION OF ADJACENT WALLS AND FRAMES. 5. ALL DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH ALL OF THE WORK OF ALL TRADES. MECHANICAL AND ELECTRICAL AREAS 1. ALL WALLS BETWEEN MECHANICAL OR ELECTRICAL SPACES AND INTERIOR SPACES SHALL BE ACOUSTICALLY ISOLATED FROM THE INTERIOR SPACES AND SHALL MAINTAIN A MINIMUM STC RATING OF 52. 2. GENERAL CONTRACTOR TO COORDINATE ALL MECHANICAL AND ELECTRICAL FLOOR, ROOF AND WALL SLEEVES AND ALL MECHANICAL SHAFTS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS. 3. REFER TO CERTIFIED MECHANICAL AND ELECTRICAL CONTRACTOR S DRAWINGS AND MANUFACTURER S TEMPLATE DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, BOLT SETTING TEMPLATES, ISOLATIONS, SPRING ISOLATION, ETC., NOT SHOWN ON THE DRAWINGS. 4. FIRE DAMPERS SHALL BE PROVIDED AS SHOWN AND WHEREVER AIR DUCT PENETRATE FIRE -RATED WALLS OR CEILINGS. FIRE DAMPERS SHALL BE FIRE DEPARTMENT LISTED AND APPROVED. KEY PLAN SCALE: NTS COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 IN7ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmego Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 N0. 1 REVISION/ISSUE I DATE BUILDING F FELLOWSHIP HALL FLOOR PLAN & ENLARGED PLANS PERMIT DOCUMENTS INTERIOR GENERAL NOTES: DWN BY 1. PAINT ALL INTERIOR DOORS, UNLESS OTHERWISE NOTED. a. PRIMER: INTERIOR WOOD PRIMER FOR ACRYLIC -ENAMEL AND SEMIGLOSS ALKYD -ENAMEL FINISHES. 2. COLORS AND FINISHES TO BE DETERMINED BY ARCHITECT b. FINISH COATS: INTERIOR SEMI -GLOSS ACRYLIC ENAMELS OR OWNER. C. FERROUS METAL: 3. PAINT NEW GWB CEILINGS. COLOR AND FINISH TO BE 1. ACRYLIC FINISH: TWO FINISH COATS OVER A PRIMER DETERMINED BY ARCHITECT OR OWNER. a. PRIMER: INTERIOR FERROUS -METAL PRIMER b. FINISH COATS: INTERIOR SEMI -GLOSS ACRYLIC ENAMEL INTERIOR PAINT SCHEDULE SPECIFICATIONS: D. ZINC COATED METAL A. GYPSUM BOARD: 1. ACRYLIC FINISH: TWO FINISH COATS OVER A PRIMER 1. ACRYLIC FINISH: TWO FINISH COATS OVER A PRIMER a. PRIMER: INTERIOR ZINC -COATED METAL PRIMER a. PRIMER: INTERIOR GYPSUM BOARD PRIMER b. FINISH COATS: INTERIOR SEMI -GLOSS ACRYLIC ENAMEL b. FINISH COATS: INTERIOR FLAT ACRYLIC PAINT, E. ALL -SERVICE JACKET OVER INSULATION: LOW -LUSTER ACRYLIC ENAMEL B. WOOD AND HARDBOARD: 1. ACRYLIC FINISH: TWO FINISH COATS. ADD FUNGICIDAL AGENT TO RENDER FABRIC MILDEW PROOF. 1. ACRYLIC -ENAMEL FINISH: TWO FINISH COATS OVER A PRIMER a. FINISH COATS: INTERIOR FLAT LATEX -EMULSION SIZE. KEY PLAN SCALE: NTS COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 IN7ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmego Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 N0. 1 REVISION/ISSUE I DATE BUILDING F FELLOWSHIP HALL FLOOR PLAN & ENLARGED PLANS PERMIT DOCUMENTS 00050817 PROJ. NO. DWN BY AS SHOWN SCALE DATE A- F100 1 13'—`� ,,1 n ROOF PLAN SCALE: 1/8"=V-0" 14!—Ay Ay 7 G H 5'-2j" 14! -1� ='�/� .0• 0 0 0 1 o � AT N » 1' - 10�- 1 � 1 1 5,_2j„ 1 1 ® u -O - EXHAUST FAN - u i N » 1' - 10�- 1 � 1 1 5,_2j„ 1 y'XJ ® u Community Presbyterian Church - EXHAUST FAN - u GRID - GYP. BOARD CEILING - RETURN -AIR GRILL - FLUORESCENT FIXTURE - RECESSED O 1'x4' FLUORESCENT LAY -IN FIXTURE - O SURFACE PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 .- — TEV. 11' 0" 1� ° 160 ° VE U L'� :....,.. ::$TER; ENLARGED FLOOR PLAN SCALE: 1/4"=l' -O" ENLARGED FLOOR PLAN SCALE: 1/4"=V-0" '-0" 01 ENLARGED FLOOR PLAN SCALE: 1/4"='I' -O" KEY PLAN SCALE: NTS COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 N0. 1 REVISION/ISSUE I DATE BUILDING F - FELLOWSHIP HALL FLOOR PLAN & ENLARGED PLANS 2 PERMIT DOCUMENTS 00050817 PROD. NO. DWN BY AS SHOWN SCALE DATE A- F102 ls-oo LIFE SAFETY PLAN SCALE: 1/8"=l' -O" 12!-7-u 2 50 - FLORIDA BUILDING CODE 2004 FELLOWSHIP HALL - NEW CONSTRUCTION OCCUPANCY -A3 -ASSEMBLY SECTION 302 CONSTRUCTION TYPE 111B SECTION 602 SEPARATIONS TABLE 601 STRUCTURALFRAME 0 BEARING WALLS 0 COLUMNS 0 TRUSSES 0 ROOF/CEILING 0 EXTERIOR BEARING WALLS 2 INTERIOR NONBEARING WALLS 0 INTERIOR FINISHES - C TABLE 803.5 OCCUPANT LOAD TABLE 1004.1.2 BUILDING DATA: NEW CONSTRUCTION 7,175 TOTAL GSF 6,593 TOTAL NSF TOTAL OCCUPANCY CALCULATED FOR FELLOWSHIP HALL 6,593 NSF/15 NSF = 440 PERSONS TABLE 1018.1 EGRESS: 200 FT. MAX. TRAVEL DISTANCE TO EXIT TABLE 1015.1 20 FT MAX. DEAD END CORRIDOR LENGTH EGRESS WIDTH - 0.2 PER PERSON SERVED TABLE 1005.1 0.2 @ 440 PERSONS = 88" 88" CALCULATED REQUIRED CLEAR WIDTH 144" MIN. CLEAR OPENING OF EXIT DOOR FIRE EXTINGUISHERS: PROVIDED IN ACCORDANCE TO NFPA 10 NUMBER OF EXITS: 2 REQUIRED KEY PLAN SCALE: NTS COMMUNITY PRESBYTERIAN CHURCH I CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 N0. 1 REVISION/ISSUE I DATE BUILDING F FELLOWSHIP HALL LIFE SAFETY PLAN PERMIT DOCUMENTS 00050817 PROJ. NO. DWN BY AS SHOWN SCALE DATE A- F103 D As 4 FLOOR PATTERN PLAN SCALE: 1/8"=V-0" A2 V , �p 5- 12 KEY PLAN SCALE: NTS COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 NO. REVISION/ISSUE DATE BUILDING F FELLOWSHIP HALL FLOOR PATTERN PLAN PERMIT DOCUMENTS 00050817 AS SHOWN ROJ. NO. DWN BY SCALE DATE A- F104 ELEV. 31'-6" TOP OF ROOF- ELEV. 27'-4" TOP OF STEEL ELEV. 22'-2" TOP OF STEEL ELEV. 20'-6" TOP OF ROOF ELEV. 19'-0" TOP OF STEEL ELEV. 14'-7" TOP OF PARAPET ELEV. 13'-0" TOP OF STEEL ELEV. 0'-0" ELEV. 9'-6" NGVD K'7BUILDING SECT ON -F107 SCALE: 1/4"=1'-0" ELEV. 19'-0" TOP OF STEEL ELEV. 13'-0" TOP OF STEEL ELEV. 0'-0" ELEV. 9'-6" NGVD 2 BUILDING SECTION -F107 SCALE: 1/4"=1'-0" ELEV. 26'-0" ELEV. 9'-6" NGVD ELEV. 19'-9" ELEV. 9'-6" NGVD ELEV. 14'-7" TOP OF PARAPET ELEV. 13'-0" TOP OF STEEL ELEV. 0'-0" ELEV. 9'-6" NGVD COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 N0. 1 REVISION/ISSUE I DATE BUILDING F - FELLOWSHIP HALL BUILDING SECTIONS PERMIT DOCUMENTS 00050817 PROJ. NO. CCW DWN BY AS SHOWN SCALE 03-15-06 DATE A -F107 BUILDING SECT ON -E108 SCALE: 1/4"=1'-0" PARTIAL BUILDING SECTION SCALE: 1/4"=l' -O" 11°' COMMUMTY PRESBYTERIAN CHURCH CLIENT 7 Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP 7 Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL -7 The Ohmego Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 N0. 1 REVISION/ISSUE I DATE BULDING F BULDNIS SECTONS PERMIT DOCUMENTS 1 00050817 CCW AS SHOWN 12-06-05 ' PROJ. N0. DWN BY SCALE I DATE A -F108 m N r2 3 111_-F10 -F10 6'-4" 1078 1 ELEVAT ON �10 SCALE: 3/4"=1'-0" (CONE. 104) \_ PAINT ---\ rrtUJILU ULNJJ BULLNOSE COVE BASE CERAMIC TILE FROM FINISH FLOOR r_4 ELEVATION TO 3'-0" A.F.F. �10 SCALE: 1/4"=1'-0" (TOILET 102) IAINT---\ PHENOLIC PARTITION — COLOR BY ARCHITECT BULLNOSE COVE BASE K`5� uLL rrcvrvl ruviJn rLuvrt ELEVATION TO 3'-0" A.F.F. �10 SCALE: 1/4"=1'-0" (TOILET 101) \ BASE AS SCHEDULED, TYP. P. LAM. ON 3/4" ALL EDGES OF CABINETALL DOOR & SHELVESDOOR LIGHT FIXTURE, PLY. WD. BOTH SIDES & -I�LIGHT PAINT---\ P. LAM. ON 3/4" PLY. WD. BOTH SIDES & EDGES OF CABINET & SHELVES LIGHT FIXTURE, SEE ELEC. DWGS.SEE ELEC. DWGS. PROVIDE WOOD BLOCKING C. AT WALLS FOR UPPER P. LAM. FIN. ONALL CABINETS SUPPORT-TYP. INT. SURFACES i i \ \ \ \ P. LAM. FIN. ON ALL INT. e e e e SUPPORTS JLIGHT ADJUSTABLE SHELF SUPPORTS FIXTURE, 6'-4" 1078 1 ELEVAT ON �10 SCALE: 3/4"=1'-0" (CONE. 104) \_ PAINT ---\ rrtUJILU ULNJJ BULLNOSE COVE BASE CERAMIC TILE FROM FINISH FLOOR r_4 ELEVATION TO 3'-0" A.F.F. �10 SCALE: 1/4"=1'-0" (TOILET 102) IAINT---\ PHENOLIC PARTITION — COLOR BY ARCHITECT BULLNOSE COVE BASE K`5� uLL rrcvrvl ruviJn rLuvrt ELEVATION TO 3'-0" A.F.F. �10 SCALE: 1/4"=1'-0" (TOILET 101) \ BASE AS SCHEDULED, TYP. -2 SECT ON F109 SCALE: 3/4"=1'-0" rrtVJILU bLH33 I,LKAMIU IILt I'KUM FINISFI FLUUK TO 3'-0" A.F.F. M. ON 3/4 PLY. WD. BOTH SIDES & ALL EDGES OF CABINET DOOR & SHELVES ('7_3SECT 10N -F109 SCALE: 3/4"=V-0" ULMM 1v IILL rRUNI rINIJr1 rLUUM 1 � cum , TO 5'-0" A.F.F. PAINT \ \ \ DOOR AS \ SCHEDULED, TYP. 1 BASE AS SCHEDULED, TYP. \_ PAINT -------- \ DOOR AS SCHEDULED, \ TYP. \ \ \ \ \ BASE AS SCHEDULED, TYP. \_ PAINT PHENOLIC] (PARTITION - COLOR 13V ARCHITECT BULLNOSE JUriLUULLU, TYP. PAINT COVE BASE 1— (ILL r—m r1m3n rLUUM TO 5'-0" A.F.F. VIVI rIIVIJn rLVVR TO 5'-0" A.F.F. PAINT COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 B. Burke & Associates 1015 Atlantic Blvd. Ste, 32J Atlantic Beach, Florida 32233 NO. I REVISION/ISSUE I DATE BUILDING F - INTERIOR ELEVATIONS & DETAILS PERMIT DOCUMENTS 00050817 AS SHOWN PROJ. NO. DWN BY SCALE TDATE A- F109 P. LAM. ON 3/4" ALL EDGES OF CABINETALL DOOR & SHELVESDOOR LIGHT FIXTURE, PLY. WD. BOTH SIDES & -I�LIGHT P. LAM. ON 3/4" PLY. WD. BOTH SIDES & EDGES OF CABINET & SHELVES LIGHT FIXTURE, SEE ELEC. DWGS.SEE ELEC. DWGS. PROVIDE WOOD BLOCKING C. AT WALLS FOR UPPER P. LAM. FIN. ONALL CABINETS SUPPORT-TYP. INT. SURFACES P. LAM. FIN. ON ALL INT. ADJUSTABLE SHELFSURFACES SUPPORTS JLIGHT ADJUSTABLE SHELF SUPPORTS FIXTURE, FIXTURE, SEE ELEC. DWGS. SEE ELEC. DWGS. Fi COUNTERTOP & BACKSPLASH- �i ^ SILESTONE @ CATER RM. 01-115. PLAS. LAM. AT ALL OTHER LOCATIONS. a tin P. LAM. ON 3/4" a PLY. WD. BOTH SIDES & ALL EDGES OF CABINET a DOOR & SHELVES SINK AS SCHEDULED - SEE PLUMBING DWGS. 0 I 17 11 ADJUSTABLE SHELF 0 P Lq -2 SECT ON F109 SCALE: 3/4"=1'-0" rrtVJILU bLH33 I,LKAMIU IILt I'KUM FINISFI FLUUK TO 3'-0" A.F.F. M. ON 3/4 PLY. WD. BOTH SIDES & ALL EDGES OF CABINET DOOR & SHELVES ('7_3SECT 10N -F109 SCALE: 3/4"=V-0" ULMM 1v IILL rRUNI rINIJr1 rLUUM 1 � cum , TO 5'-0" A.F.F. PAINT \ \ \ DOOR AS \ SCHEDULED, TYP. 1 BASE AS SCHEDULED, TYP. \_ PAINT -------- \ DOOR AS SCHEDULED, \ TYP. \ \ \ \ \ BASE AS SCHEDULED, TYP. \_ PAINT PHENOLIC] (PARTITION - COLOR 13V ARCHITECT BULLNOSE JUriLUULLU, TYP. PAINT COVE BASE 1— (ILL r—m r1m3n rLUUM TO 5'-0" A.F.F. VIVI rIIVIJn rLVVR TO 5'-0" A.F.F. PAINT COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 B. Burke & Associates 1015 Atlantic Blvd. Ste, 32J Atlantic Beach, Florida 32233 NO. I REVISION/ISSUE I DATE BUILDING F - INTERIOR ELEVATIONS & DETAILS PERMIT DOCUMENTS 00050817 AS SHOWN PROJ. NO. DWN BY SCALE TDATE A- F109 WD. HEADER BLOCKING 'P. BD. J. SCH. FOR PAINT) )OD STUD 0. C. T. WOOD ATE 3ASE VG IN. SCH.) WALL_ TYPE WD. HEADER FE ALL FULL RT. BLOCKING 'P. 3D. J. SCH. FOR PAINT), DOD STUD 0. C. 3ATT INSULATION T. WOOD _ATE SASE NG IN. SCH.) WALL TYPE 2 1 / OHOLLOW METAL W/ TEMP. 2 HOLLOW METAL GLASS AND SIDELIGHT DOORS TYPES - SCALE: 1 /4"=l' -O" ICREMASONRY I I I cfl co co FINISHES DISH SCHEDULE) F-1 u F-2 HOLLOW METAL FRAME WOOD FRAME 3ASE FLOORING VARIES (SEE FIN. SCH.) WALL TYP E 2 c I iY FRAME TYPES - SCALE: 1 /4"=1'-0" LJ O 1-3/4" FLUSH WD. PANEL O 1-3/4" FLUSH WD. PANEL DOORS PROVIDE VIEWPANEL WHERE NOTED 4'-4" F-3 WOOD FRAME 6'-6" 2",. 2° I Ln O ALUMINUM WINDOW O ALUMINUM WINDOW WINDOW T /4"=1'-0" 6'- 4" F-4 HOLLOW METAL FRAME 6'- 4" F-5 WOOD FRAME 11 9'-8 r, t. 00050817 PROJ. NO. U�❑ AS SHOWN SCALE DOOR FRAME O ALUMINUM STOREFRONT DOOR SCHEDULE 00050817 PROJ. NO. OPENING AS SHOWN SCALE DOOR FRAME REMARKS DOOR # WIDTH HEIGHT TYPE TYPE 100 3,-0" 6'-8" - - 100A (2) 3'-0" 6'-8" - F4 100B 3'-0" 6'-8" - - 101 3'-0" 6'-8" 3 F2 102 3'-0" 6'-8" 3 F2 103 3'-0" 6'-8" 3 F2 103A 3'-0" 6'-8" 2 F1 104 3'-0" 6'-8" 3 F2 105 3'-0" 6'-8" 3 F2 106 3'-0" 6'-8" 3 F2 107 3'-0" 6'-8" 3 F2 107A 3'-0" 6'-8" 2 F1 107B 3'-0" 6'-8" 3 F2 PROVIDE VIEWPANEL 107C 3'-0" 6'-8" 3 F2 PROVIDE VIEWPANEL 108 2'-8" 6'-8" - - 109 2'-8" 6'-8" - - 110 (2) 3'-0" 6'-8" 3 F5 PROVIDE VIEWPANEL 110A 3'-0" 6'-8" 2 F1 111 3'-0" 6'-8" - - 112 3'-0" 6'-8" - - 113 3'-0" 6'-8" 2 F1 114 3'-0" 6'-8" - - POCKET DOOR 114A 3'-0" 6'-8" - - POCKET DOOR 115 3'-0" 6'-8" 2 F1 115A 3'-0" 6'-8" - - 116 3'-0" 6'-8" 3 F2 POCKET DOOR 117 3'-0" 6'-8" 3 F2 118 3'-O" 6'-8" - - 119 3'-0" 6'-8" 3 F2 120 (2) 3'-0" 6'-8" 3 F5 120A (2) 3'-0" 6'-8" 3 F5 120B (2) 3'-0" 6'-8" 2 F4 120C (2) 3'-0" 6'-8" 2 F4 121 2'-0" 6'-8" 4 F3 121A 2'-0" 6'-8" 4 F3 122 3'-0" 6'-8" - - 123 2'-0" 6'-8" 4 F3 124 2'-0" 6'-8" 4 F3 125 3'-0" 6'-8" 3 F2 126 2'-0" 6'-8" 4 F3 127 3'-0" 6'-8" - - 128 3'-0" 6'-8" - - 129 3'-0" 6'-8" - - 130 3'-0" 6'-8" 3 F2 HARDWARE GENERAL NOTES: 1. ALL HARDWARE TO HAVE A BRUSHED ALUM. FINISH 2. GLAZING IN DOORS AND SIDE LIGHT TO BE 1/4" TEMPERED CLEAR GLASS. 3. CENTER 6" WD. LEDGE ON TOP OF DOOR. KEY PLAN SCALE: NTS COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Porte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 B. Burke & Associates 1015 Atlantic Blvd. Ste, 323 Atlantic Beach, Florida 32233 N0. 1 REVISION/ISSUE DATE BUILDING F - SCHEDULES AND DETAILS PERMIT DOCUMENTS 00050817 PROJ. NO. DWN BY AS SHOWN SCALE DATE A -F110 GENERAL NOTES 1. CODES USED: 2004 FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-7-02. ALL LATEST EDITIONS USED. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY, DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. DESIGN CODE: The 2004 Florida Building Code (FBC) BASIC WIND SPEED: 120 mph WIND IMPORTANCE FACTOR: 1.0 (Category II Building) WIND EXPOSURE: C (Less than 1500 ft from CCL or mean high tide) INTERNAL PRESSURE COEFFICIENT: f 0.55 (Partially open) MAXIMUM DESIGN WIND PRESSURES (psf): Opening Size (sf) Zone 5/Edge zones (6'-0" from outside corners) 0-20 and +45.1 and (-)56.8 21-50 (-)44.5 +43.6 and (-)53.7 51-100 > +41.5 and (-)49.6 >100 +40.0 and (-)46.5 Zone4/Interior Zone +45.1 and (-)48.1 +43.6 and (-)46.5 +41.5 and (-)44.5 +40.0 and (-)42.9 Proposed Structure is located within the wind borne debris region, This structure is located within the wind borne debris region and has been designed as a partially enclosed structure. Therefore the drywall ceiling can not be considered for lateral bracing of the bottom chord of the truss. The lateral bracing shall be achieved by installing 1x4 no.3 or better SYP nailed w/ (2).131x2 1/2"nails on the bottom chord at the spacing indicated on the truss engineering drawings or use Simpson TS132-24 w/ (2)10dx 1 1/2" nails in each truss at specified spacing. DESIGN LIVE LOADS: Roof: 20 psf Mechanical equipment slab : 125 psf DESIGN DEAD LOADS: Roof: 20 psf Mechanical equipment : 50 psf CAST -IN-PLACE CONCRETE: shall have a compressive strength of 3000 psi at 28 days, typical unless otherwise notes. CONCRETE MASONRY UNITS: shall be hollow unit masonry in accordance with ASTM C 90 and shall have a minimum net area compressive strength of 1900 psi when using Type M or S mortar (ASTM C 270). In accordance with ACI 530, the 1900 psi block in combination with Type M or S mortar provides a design compressive strength (f'm) of 1500 psi. GROUT: The grout shall be in accordance with ASTM C 476 and shall have a maximum course aggregate size of 3/8 placed at an 8" to 11" slump and have a minimum specified compressive strength of 2000 psi at 28 days when tested in accordance with ASTM C 1019. ANCHORING ADHESIVE TO CONCRETE: shall be one of the following products or approved equal * Hilti HIT 150 or Kwik bolt II where called out on plans CONCRETE: ALL CONCRETE NOT OTHERWISE DESIGNATED SHALL BE 3000 PSI AT END OF 28 DAYS AS DETERMINED BY USE OF ASTM C31 AND C39. CODES GOVERNING WORK ARE AS FOLLOWS: ACI -318 BULDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, LATEST EDITION. ACI -347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK, LATEST EDITION. ACI -301 SPECIFICATIONS FOR STRUCTUAL CONCRETE FOR BUILDINGS, LATEST EDITION. ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING PLACEMENT OF THE CONCRETE. UNLESS OTHEREWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: WELEDED WIRE FABRIC WIRE SPACING PLUS 6" REINFORCING BARS 48 BAR DIAMETERS ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. LAPS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 OR AS INDICATED ON THE DRAWINGS. USE CLASS B SPLICES UNLESS OTHERWISE NOTED. MIMIMUM COVER SHALL BE AS FOLLOWS: FOOTINGS: 3" COLUMNS AND PEDESTALS: 2" SLABS AND WALLS (EXPOSED TO EARTH, LIQUID OR WEATHER): 2" SLABS AND WALLS (NOT EXPOSED TO EARTH, LIQUID OR WEATHER): 3/4" SLABS ON GRADE: 2" FROM TOP ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK, U.O.N. DOWELS FROM FOUNDATIONS OR SLABS TO WALLS SHALL MATCH WALL REINFORCING, U.O.N. DOWELS SHALL BE PLACED BEFORE CONCRETE IS PLACED. THEY SHALL NOT BE PUSHED INTO CONCRETE. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OR BEAMS, WALL, ETC. AT CHANGE IN DIRECTION OF CONCRETE WALLS, BEAMS AND STRIP FOOTINGS PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. STRUCTURAL STEEL: (PER CURRENT EDITION AISC) ALL WELDED WIRE FABRIC ASTM A185 WIDE FLANGE: ASTM A572 GRADE 50 CHANNELS, ANGLES, PLATES AND OTHER MIS. STEEL ASTM A36. ALL BOLTS SHALL BE 3/4" DIAMETER (A325N) U.O.N. ANCHOR BOLTS SHALL BE ASTM A307 WELDED STUDS ASTM A108 DEFORMED BAR ANCHORS ASTM, A706 WASHERS SHALL BE ASTM F436 GRADE 36 NUTS SHALL BE ASTM A563 GRADE A HEX. STRUCTURAL STEEL GROUT: FOR STEEL COLUMNS SHALL BE A NON -SHRINKAGE, NON -EXPANSIVE, NON-METALLIC, GROUT WITH A MIMIMUM 28 DAY COMPRESSIVE STRENGTH OF 5,000 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C109. FORMS SHALL BE PLACED AROUND BASE PLATE AND THE STRUCTURAL GROUT SHALL BE POURED. NO DRY/DAMP PACKING. MIMIMUM SIZE OF FILLET WELDS SHALL CONFORM TO AISC SPECIFICATIONS EVEN THOUGH SHOWN OTHERWISE ON ARCHITECTURAL, MECHANICAL OR STRUCTURAL DRAWINGS. ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECUTRAL OR STRUCTURAL DRAWINGS, BUT NOT SIZED, SHALL BE A MIMIMUM 3/16" ALTERNATING 2-12 ALL WELDS SHALL BE MADE WITH E70XX ELECTRODES. ALL WELDING IS TO BE DONE BY WELDERS HOLDING CURRENT CERTIFICATES FROM A RECOGNIZED TESTING LAB. ALL WELDS ARE TO BE PER A.W.S. D1.1 CODE PROVIDE ANGLE SUPPORT (USE 1_2 -1/2"x2 -1/2"x1/4") ALONG FACE OF STEEL COLUMNS WHERE METAL DECK OR GRATING SPANS INTO IT. PRIME ALL STEEL SURFACES BOTH EXPOSED AND CONCEALED, ARE TO RECEIVE ONE SHOP COAT AND FIELD SPOT PRIME (WELDS, SCARS, CONN. ETC.) ALL ANGLES, BARS, ANCHORS, ANCHOR BOLTS, ETC. EMBEDDED IN CONCRETE SHALL BE HOT DIPPED GALV. AFTER FABRICATION. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALV. AFTER FABRICATION. SHOP DRAWINGS: ALL FABRICATED ITEMS ARE TO HAVE APPROVED SHOP DRAWINGS BEFORE FABRICATION. CONTRACTOR SHALL CAREFULLY CHECK AND STAMP "APPROVED" BEFORE SUBMITTAL TO THE ENGINEER. NO SPLICES OR OTHER DETAILS ARE TO BE ADDED WITHOUT SUBMITTAL. EXPANSION ANCHORS: U.O.N. INSTALL ANCHORS PER MANUF. WRITTEN INSTRUCTIONS, INCLUDING MANUF. MIMIMUM EMBEDMENTS AND EDGE DISTANCE. ALL ANCHORS WITH EXTERIOR EXPOSURE SHALL BE HOT DIPPED GALV. REFER TO GEOTECHNICAL REPORT BY UNIVERSAL ENGINEERING DATED 11-2-05 UES PROJECT NO.92526-001-01, REPORT NO. 4286651 PRECAST HOLLOW CORE UNITS: BASED ON 4'-0" PLANKS 8" THICK 2" STRUCTRUAL TOPPING. 8GC127XT BY GATE CONCRETE PRODUCTS OR APPROVED EQUAL. section properties: Area= 343 sq. inches 1= 3443 in 4 b= 19.6 in Y top= 4.78 in Y bot= 5.22 in MASONRY CONSTRUCTION Definitions Grout pour height - the total height of masonry to be grouted prior to erection of additional masonry. Grout Pour - consists of one or more grout lifts. Grout Lift - the layer of grout placed in a single continuous operation and is limited to 5 feet (1524 mm). Rodding - the act of compacting freshly poured concrete or grout in its form by freeing the mass of air pockets with repeated stabs of a rod. Puddling - the process of inducing compaction of grout by use of a tamping rod. Puddle - the act of working concrete to eliminate honeycomb, and to produce a denser mass. Puddle stick - A stick or rod used to consolidate grout by hand. Masonry Construction and Inspection Guidelines 1. Lay up masonry in running bond for sizes and reinforcing per plans and elevations. 2. Face shells of bed joint shall be mortared. 3. Webs shall be mortared at cells to be grouted. 4. Vertical cells are to be aligned where they are to be grout filled unless bond is shifted due to site conditions. 5. Install horizontal joint reinforcing at 16 inches (407 mm) on center starting first block above foundation. 6. Maintain minimum of X inch (12.7 mm) cover on joint reinforcing to exterior and reinforcing shall be embedded in mortar. 7. Grout spaces both vertical and horizontal are to be substantially free of droppings, debris, loose aggregate and any material deleterious to masonry grout. 8. Install reinforcing in grout cells prior to grouting. 9. Grout spaces are to be inspected prior to placing grout. 10. Fill cells as noted on the Plans, Elevations and Details. 11. Place grout in lift to 60 inches in height (Clean out holes are not required). 12. A reinforcing bar may be used to rod grout in cell, to ensure there are no voids in grout. 13. Place reinforcing approximately 1 inch (25 mm) to the side of dowel in cell (ACI 530-1.12.3.3) 14. Grout should set in approximately 90 minutes depending on grout slump and weather conditions. 15. Do not bend or move reinforcement after grout has set. 16. Fill all cells solid below finish floor elevation. Tolerances Center Reinforcing 1. Centerline location should be within ih inch (13mm) of center of masonry. 2. Horizontal location shall be within 2 inches (51 rm) of the center of the cell. 3. Reinforcing shall maintain position without being tied. 4. Do not move reinforcing after initial set of grout:. Reinforcing at Each Face 1. Maintain at least 1/ inch (6 mm) clear of masonry for fine grout and 1/ inch (13 ,mm) for coarse grout. 2. Reinforcing shall be placed 1 inch clear to the side of the dowels. Bond Beams 1. Horizontal reinforcing shall be '/4 inch (6 mm) clear of masonry for fine grout and �h inch (13 mm)for coarse grout. 2. Knock out web blocks shall be used for block at the top and/or the bottom of the bond beams, depending on the location. 3. Wire mesh or some other means shall be used to prevent grout from escaping from the bottom of the bond beams into cells without vertical reinforcing. Masonry construction shall be in accordance with F13C chapter 21 and in accordance with the Specifications for Masonry Structures ACI 530.1-99. ACI 3.5 D limits the grout lift height to 5 ft and requires a 1 -hour initial set time between lifts. Steel Construction shall be in accordance with FBC chapter 22. Footings and foundations shall be in accordance with FBC chapter 18. Soil compaction shall be in accordance with 1804.2 Wood framing shall be in accordance with FBC chapter 23 except as noted in these plans. The "Fastening Schedule" in Table 2306.1 shall be used U.N.O. in these plans and as follows: The double top plate shall provide a 4 ft lap and shall be face -nailed with (8) 12d sinkers. All wood framing shall be fabricated and installed per ALTC, TPI and National Design Specifications for Wood Construction. All framing anchors and connectors noted on drawings shall be manufactured by Simpson Strong Tie or approved equal. All wood exposed to earth, weather or in contact with masonry, concrete shall be pressure treated. Fastening subject to moisture shall be hot dipped galvanized to ASTM153-80. The Pre -fabricated structural wood trusses manufacturer shall provide signed and sealed shop drawings registered by truss manufacturer's engineer for approval. Design criteria shall be listed and include the rated load capacity of the truss to truss connectors, and manufacturer's license to fabricate trusses utlizing the connection system proposed. The contractor shall approve fabrication and installation drawings indicating size, shape and layout. Bracing of trusses during erection installation shall comply with TPI HIB 91. The connections of the pre -fabricated wood trusses to the walls shall be designed by the truss manufacturer's registered engineer and submitted for review and approval. All gable end walls shall be balloon framed or braced per detail. Use SYP #2 for top plates and PT SYP#2 for sill plates where applicable. Attach base plates to slab with Simpson 1/4"x4 1/2" Titen screws at 32"o.c. up to 10' wall, 16"o.c. up to 16', w/ (1) screw within 4" of each side of plate breaks at bearing walls adn 48" o.c. non bearing walls. Header studs and cripples shall be nailed at 6"o.c:. w/ 12d nails (.131x3" staggered) where applicable. All windows and doors shall be designed per component and cladding pressures indicated on these drawings. EXTERIOR WALL & INTERIOR SHEARWALL SHEATHING: GENERAL: Wall sheathing Exp. 1 APA rated sheathing or APA Structural 1 -plywood or oriented strand borad: Span rating not less 32/16"and not less than 7/16" Fasten 7/16" or 15/32"thick sheathing w/ 8d common nails on 6"O.C. at supported edges & 12"O.C. at intermediate supports. Reduce panel edge nailing as indicated on plan. Where SW -3 is indicated on the drawings reduce nail spacing to 3"O.C.at supported edges & 12" o.c.at intermediate supports. Provide 3"o.c. around all openings. Use 3" edge nailing in the lower top plate on all exterior walls. ROOF SHEATHING AND DIAPHRAGM ATTACHMENT Grout pour height - the total height of masonry to be grouted prior to erection of additional masonry. Grout Pour - consists of one or more grout lifts. Grout Lift - the layer of grout placed in a single continuous operation and is limited to 5 feet (1524 mm). Rodding - the act of compacting freshly poured concrete or grout in its form by freeing the mass of air pockets with repeated stabs of a rod. Puddling - the process of inducing compaction of grout by use of a tamping rod. Puddle - the act of working concrete to eliminate honeycomb, and to produce a denser mass. Puddle stick - A stick or rod used to consolidate grout by hand. Masonry Construction and Inspection Guidelines 1. Lay up masonry in running bond for sizes and reinforcing per plans and elevations. 2. Face shells of bed joint shall be mortared. 3. Webs shall be mortared at cells to be grouted. 4. Vertical cells are to be aligned where they are to be grout filled unless bond is shifted due to site conditions. 5. Install horizontal joint reinforcing at 16 inches (407 mm) on center starting first block above foundation. 6. Maintain minimum of 36 inch (12.7 mm) cover on joint reinforcing to exterior and reinforcing shall be embedded in mortar. 7. Grout spaces both vertical and horizontal are to be substantially free of droppings, debris, loose aggregate and any material deleterious to masonry grout. 8. Install reinforcing in grout cells prior to grouting. 9. Grout spaces are to be inspected prior to placing grout. 10. Fill cells as noted on the Plans, Elevations and Details. 11. Place grout in lift to 60 inches in height (Clean out holes are not required). 12. A reinforcing bar may be used to rod grout in cell, to ensure there are no voids in grout. 13. Place reinforcing approximately 1 inch (25 mm) to the side of dowel in cell (ACI 530-1.12.3.3) 14. Grout should set in approximately 90 minutes depending on grout slump and weather conditions. 15. Do not bend or move reinforcement after grout has set. 16. Fill all cells solid below finish floor elevation. Tolerances Center Reinforcing 1. Centerline location should be within ,A inch (13mm) of center of masonry. 2. Horizontal location shall be within 2 inches (51 mm) of the center of the cell. 3. Reinforcing shall maintain position without being tied. 4. Do not move reinforcing after initial set of grout. Reinforcing at Each Face 1. Maintain at least ,A inch (6 mm) clear of masonry for fine grout and �h inch (13 mm) for coarse grout. 2. Reinforcing shall be placed 1 inch clear to the side of the dowels. Bond Beams 1. Horizontal reinforcing shall be %4 inch (6 mm) clear of masonry for fine grout and % inch (13 mm)for coarse grout. 2. Knock out web blocks shall be used for block at the top and/or the bottom of the bond beams, depending on the location. 3. Wire mesh or some other means shall be used to prevent grout from escaping from the bottom of the bond beams into cells without vertical reinforcing. Use 7/16" rated sheathing for asphalt shingles and 5/8 " rated sheathing for tile roofs fastened w/ 8d nails 6" ox edges, 6" o.c. intermediate. Roof sheathing Exp. 1 APA rated sheathing or APA Strutural 1 sheathing, plywood or oriented strand board: Span rating not less than 24/16. Thickness not less than 7/16 for asphalt shingles and 5/8" for tile. Panels shall be continuous over a minimum of 3 supports. End joints shall be staggered. Provide 2x4 blocking within 4' of gable endwolls. Fasten to supports and blocking with 8d nails at 6" o.c. along all panel edges and 6" at intermediate supports. Reduce nail spacing to 3" o.c. at panel edges 4' from gable end walls. Refer to truss shop drawings for truss details. Provide 1x4 purlin bracing as req'd by truss moufacturer. at the spacing indicated in the shop drawings. Fasten w/ (2) 6d nails at each truss. Provide solid blocking at roof sheathing joints in the first two rafter or truss spaces from gable ends. Where applicable attach headers to posts w/ (2) Simpson CS20 flat straps w/ (7) 10dx1.5" nails to header and (7) 10dx1.5" nails to post. Notch headers under top plates and bear on jack studs or use Simpson HUC410 hanger w/ (8) 16d to wall (8) 16d to header. Anchor posts to foundation w/ Simpson ABU post base w/ (1) 5/8 " threaded rod set 7" into footing and (12) 16d nails to post or use (1) Simpson HTT16 w/ (1) 5/8 " threaded rod set 7" into footing (18) 16d nails to post or as indicated on the plans. Headers exceeding 48"o.c. provide SST -SPH 4/6 or SST-LSTA18 straps from header to double top plate at 32"o.c. spacing. 1/2" anchor bolt or 1/2"x 7" epoxy anchor shall be installed if header is greater than 5'-0". Where "CONVENTIONAL STRAPPING" is shown in these plans, use: Simpson SP6 w/ (6) #10 SCREWS each end for wall stud to top & bot. track connections ® 32" O.C. & anchor bolts ® 32"OC. (D w -�-' > Li N N NO w z All cold -formed metal studs, trusses and accesssories shall be manufactured by a current memeber of the Steel Stud Manufacturer's Association. a c� All Galvanized studs shall be formed from steel that corresponds to the minimum requirements of latest AISI standards. _� _ Z w t N < U _J Q O Ln All structural memebers shall be designed in accordance with the AISI "Specifications for the Design of Cold -Formed Steel Structural Members" latest edition. . Z U Provide all accessories including, but not limited to , tracks, clips web stiffeners, anchors, fastening devices, and other accessories required fora completez_ U C5 and proper installation, and as recommended by the manufacturer for the steel member used. c5 o' Fastening of components shall be with self -drilling screws or welding. Screws or welds shall be of sufficient size to insure the strength of the connection. u7 All welds of carbon sheet steel shall be touched up with paint. N 00 All framing components shall be cut squarely for attachment to perpendicular members or as required for an angular fit against abutting memeber. CD N Studs shall be plumbed, olighned and secruely attached to flanges of both upper and lower runners, except that in the case of interior non-loodbearing walls. z � O Splices in axial load bearing memebers other than track shall not be permitted. U 0:� Q Track shall be anchored to the structure as indicated on the drawings. z U N w LL_ 01-1 Diagonally braced stud walls shall be provided at locations designated as "shear walls" from framed stability and lateral load resistance unless otherwise noted. U O Cold -formed members shall have a minimum yield stress of 50 ksi. WQ N Q PROVIDE SIGNED & SEALED SHOP DRAWINGS FOR STUDS, TRACKS, HEADERS & CONNECTIONS Z LLJ � m 00 BY A REGISTERED PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF FLORIDA. l-- 1 LJ_ O zQQo LLJ �-:_ (Y 00 W -, JJ Q w I >d Q U�- 00 = U W p�j �_ MASONRY CONSTRUCTION l-_ F- N O O (D � o Definitions CD r-) (a- [-_ U z Attach base plates to slab with Simpson 1/4"x4 1/2" Titen screws at 32"o.c. up to 10' wall, 16"o.c. up to 16', w/ (1) screw within 4" of each side of plate breaks at bearing walls adn 48" o.c. non bearing walls. Header studs and cripples shall be nailed at 6"o.c:. w/ 12d nails (.131x3" staggered) where applicable. All windows and doors shall be designed per component and cladding pressures indicated on these drawings. EXTERIOR WALL & INTERIOR SHEARWALL SHEATHING: GENERAL: Wall sheathing Exp. 1 APA rated sheathing or APA Structural 1 -plywood or oriented strand borad: Span rating not less 32/16"and not less than 7/16" Fasten 7/16" or 15/32"thick sheathing w/ 8d common nails on 6"O.C. at supported edges & 12"O.C. at intermediate supports. Reduce panel edge nailing as indicated on plan. Where SW -3 is indicated on the drawings reduce nail spacing to 3"O.C.at supported edges & 12" o.c.at intermediate supports. Provide 3"o.c. around all openings. Use 3" edge nailing in the lower top plate on all exterior walls. ROOF SHEATHING AND DIAPHRAGM ATTACHMENT Grout pour height - the total height of masonry to be grouted prior to erection of additional masonry. Grout Pour - consists of one or more grout lifts. Grout Lift - the layer of grout placed in a single continuous operation and is limited to 5 feet (1524 mm). Rodding - the act of compacting freshly poured concrete or grout in its form by freeing the mass of air pockets with repeated stabs of a rod. Puddling - the process of inducing compaction of grout by use of a tamping rod. Puddle - the act of working concrete to eliminate honeycomb, and to produce a denser mass. Puddle stick - A stick or rod used to consolidate grout by hand. Masonry Construction and Inspection Guidelines 1. Lay up masonry in running bond for sizes and reinforcing per plans and elevations. 2. Face shells of bed joint shall be mortared. 3. Webs shall be mortared at cells to be grouted. 4. Vertical cells are to be aligned where they are to be grout filled unless bond is shifted due to site conditions. 5. Install horizontal joint reinforcing at 16 inches (407 mm) on center starting first block above foundation. 6. Maintain minimum of 36 inch (12.7 mm) cover on joint reinforcing to exterior and reinforcing shall be embedded in mortar. 7. Grout spaces both vertical and horizontal are to be substantially free of droppings, debris, loose aggregate and any material deleterious to masonry grout. 8. Install reinforcing in grout cells prior to grouting. 9. Grout spaces are to be inspected prior to placing grout. 10. Fill cells as noted on the Plans, Elevations and Details. 11. Place grout in lift to 60 inches in height (Clean out holes are not required). 12. A reinforcing bar may be used to rod grout in cell, to ensure there are no voids in grout. 13. Place reinforcing approximately 1 inch (25 mm) to the side of dowel in cell (ACI 530-1.12.3.3) 14. Grout should set in approximately 90 minutes depending on grout slump and weather conditions. 15. Do not bend or move reinforcement after grout has set. 16. Fill all cells solid below finish floor elevation. Tolerances Center Reinforcing 1. Centerline location should be within ,A inch (13mm) of center of masonry. 2. Horizontal location shall be within 2 inches (51 mm) of the center of the cell. 3. Reinforcing shall maintain position without being tied. 4. Do not move reinforcing after initial set of grout. Reinforcing at Each Face 1. Maintain at least ,A inch (6 mm) clear of masonry for fine grout and �h inch (13 mm) for coarse grout. 2. Reinforcing shall be placed 1 inch clear to the side of the dowels. Bond Beams 1. Horizontal reinforcing shall be %4 inch (6 mm) clear of masonry for fine grout and % inch (13 mm)for coarse grout. 2. Knock out web blocks shall be used for block at the top and/or the bottom of the bond beams, depending on the location. 3. Wire mesh or some other means shall be used to prevent grout from escaping from the bottom of the bond beams into cells without vertical reinforcing. Use 7/16" rated sheathing for asphalt shingles and 5/8 " rated sheathing for tile roofs fastened w/ 8d nails 6" ox edges, 6" o.c. intermediate. Roof sheathing Exp. 1 APA rated sheathing or APA Strutural 1 sheathing, plywood or oriented strand board: Span rating not less than 24/16. Thickness not less than 7/16 for asphalt shingles and 5/8" for tile. Panels shall be continuous over a minimum of 3 supports. End joints shall be staggered. Provide 2x4 blocking within 4' of gable endwolls. Fasten to supports and blocking with 8d nails at 6" o.c. along all panel edges and 6" at intermediate supports. Reduce nail spacing to 3" o.c. at panel edges 4' from gable end walls. Refer to truss shop drawings for truss details. Provide 1x4 purlin bracing as req'd by truss moufacturer. at the spacing indicated in the shop drawings. Fasten w/ (2) 6d nails at each truss. Provide solid blocking at roof sheathing joints in the first two rafter or truss spaces from gable ends. Where applicable attach headers to posts w/ (2) Simpson CS20 flat straps w/ (7) 10dx1.5" nails to header and (7) 10dx1.5" nails to post. Notch headers under top plates and bear on jack studs or use Simpson HUC410 hanger w/ (8) 16d to wall (8) 16d to header. Anchor posts to foundation w/ Simpson ABU post base w/ (1) 5/8 " threaded rod set 7" into footing and (12) 16d nails to post or use (1) Simpson HTT16 w/ (1) 5/8 " threaded rod set 7" into footing (18) 16d nails to post or as indicated on the plans. Headers exceeding 48"o.c. provide SST -SPH 4/6 or SST-LSTA18 straps from header to double top plate at 32"o.c. spacing. 1/2" anchor bolt or 1/2"x 7" epoxy anchor shall be installed if header is greater than 5'-0". Where "CONVENTIONAL STRAPPING" is shown in these plans, use: Simpson SP6 w/ (6) #10 SCREWS each end for wall stud to top & bot. track connections ® 32" O.C. & anchor bolts ® 32"OC. 05-02-06 P.I. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: RAW G M H AE JOB NUMBER 9-1019-06 GENERAL NOTES S -A001 SHEET NUMBER (D -�-' > N N NO U C) Q) m t U U� < U � E O o Q L E O U 05-02-06 P.I. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: RAW G M H AE JOB NUMBER 9-1019-06 GENERAL NOTES S -A001 SHEET NUMBER FTG. 30" MIN LAP THICKENED SLAB @ DOOR C1 SCALE: 3/4"= STANDARD HOC EMBEDDED 6" BOND BEAM Q VERT. REINF. 3x8 BOND BEA ;1) #5 CONT. -1LLED SOLID w EE PLAN FOR EINE. 30" DC TO MA REINF. , VAY CONSTRUCTION JT. SAWCUT e "X 1 x x x x x x =III=III-III-III-I I- ''-IITI- 0 2'-0 ---..=R BAR & LAP SCHD. N FTG®CORNER REINF. PRECAST CONC. STAIR.SEE CONNECTION BY PRECAST SEE 'CHD. C� SCALE: 3/4"=1'-Q 1'-4" ALTERNATE CIRCULAR COL. BLOCKOUT. `- BASE PLATE PLAN ISOLATION - JOINT w/ BOND BREAKER REMOVE ALL STANDING - WATER BEFORE GROUTING BASE R DOUBLE NUT AT J ANCHOR BOLTS 0 w _ v LO 3" CL. COL. & FTG. �- PIPE COL. SEE PLAN BASE T_ B4 SEE DET. S A 0 0 11 A OIL y ' . d e ad 12" GROUT d be. 1 � � FOR REINF. SEE FTG SCHEDULE STEEL COL® POST FTG. @ CORRIDOR SCALE: SEE CIVIL OR ARCH OF COL. & BASE R BASE R 0 p ElfL DETAIL OF ANCHOR BOLT 4"0 A307 HEX BOLT THICKENED SLAB @ STAIR SLAB TURNDOWN EDGE BASE PLATE & ,. 1 B2 B3 ., „ ANCHOR BOLT B4 SCALE. 3Z4 =1 -0" @ CORRIDOR SCALE: 3 4 =1 '-0 SCALE: 3Z4 - 1, -O SCALE : STANDARD HOOK EA. HORIZ. REINF. _INTELS 1sT FLOOR. DETAILS. FOR SIZE. E -INF. )1A FOR TYP, 8" CMU SE -r- ni e"i FOR REINF, DOWELS TO MAT VERT. REINF. TYP. U.O.N. CONT. FTG.SEL_ CENTERED UNDER/CMU WALL WALL DETAIL — Cid Al CIT @ CONT. FOOTING %rAl Fr 8" CMU SEE PLAN FOR REINF. 2" EXP.JT. CONC. SLAB MAT'L. SEE PLAN CONC. SLAB CL W 0 SEE PLAN e .A TG. m _ TOP OF FTG. °ter° SEE PLAN DOWELS TO MATCH VERT. REINF. TYP. U.O.N. CONT. FTG.SEE PLAN. -' CENTERED UNDER/CMU WALL CMU @ CONT. FOOTING A� A3 SCALE_ 1 /?"-1 '-n" Di At STEEL COL. POST FTG. r134 SA001A FIN. FL. ROUT E ALL STANDING BEFORE ING BASE R � , F. SEE FTG SCHEDULE A4 ry III w w z v w z J W Ln _ N N = J Nn Q Z Q w z v Elf N 00 O N <_ O U � Q z N N w L_ rz U > O U cr� l-_ N Q N< LL] ��m0 w O zaQo W c w N � -j<w I Qo_o wLLJ U�- w>� = U W � N O O w o 0 � w N N U LL_ n �- U m +� U U I U c D E L Q 0 U 05-02-06 P.I. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: RAW G M H AEJOB NUMBER 9-1019-06 FOUNDATION DETAILS A 0 0 1 A SHEET NUMBER E. 2 E. i E D. 2 D. I C. 1 nB An. I nAA TYP.@ CORNERS I ' 7'-11" 8'-72„Jr 2 8'-721 8'- 721 8'-7„ 8,_Z„ I g'-7„ 60-10" 19' 2„ I13'-0" 6' _8,. E° 2 E. 1 E D.2 D. 1 D C. 1 C I B A. 1 A I MINIS TR Y CENTER - FOUNDA T/ONPLAN SCALE: 1/4" = 1'-0" NOTES: 1. REFER TO ARCH.FLOOR PLAN FOR WALL LOCATIONS & DIMS. 2. REFER TO SHEET NO. S-AO01A FOR FOOTING SECTIONS AND DETAILS 3. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18 4. ALLOWABLE SOIL BEARING CAPACITY= 3,000 PSF BASED ON GEOTECH. REPORT BASED ON GEOTECH. REPORT SEE SHEET S-AO01 5. SEE SHEE S-AO01 FOR GENERAL NOTES & S-AO01A FOR TYP, CMU DETAILS. m -- 17 --( 2 ) p U ry w . w w z FOOTING SCHEDULE MARK =N J ,Nn Q z SIZE BOTTOM REINF. REMARKS F2.5 2' -6"x2' -6"x1'-0" 2-#5 EACH WAY 6 1-- =z 0 Q 27 F3.0 3'-C"x3'-0"x1'-0" wove � 3-#5 EACH WAY < 0 3:(Y00 F3.5 3' -6"x3' -6"x1'-0" 5-#4 EACH WAY CD�a� Uz F4.0 4' -0"x4' -0"x1'-0" 6-#4 EACH WAY \w> T / F4.5 4' -6"x4' -6"x1' -O" 6-#4 EACH WAY F5.0 5' -0"x5' -0"x1'-0" 5-#5 EACH WAY E Ln Q CF2.0 2'-0""x1'-0"xCONT. U 2-#5 CONT. W/#3 @ 16" TRANS. m -- 17 --( 2 ) p U ry w . w w z ��D w z w w LO N =N J ,Nn Q z Q� w z U N 00 O N Q z 0 0 6 1-- =z 0 Q 27 N CD> 0 wove � W � LLJ W N Q M 00 LL- < 0 3:(Y00 W W ft� C:) N —� Q W I Q Co —j > U �— = U W � W N _ � 00 w0 CD�a� Uz m.a) HIL e � `nI \/ (J \w> T / CV C�1 U U/ m O _U E Ln Q 0 U 05-02-06 P.I. DATE I ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: RAW GMH AE JOB NUMBER 9-1019-06 MINISTRY CENTER FOUNDATION PLAN S-AO02 SHEET NUMBER TING )ING TRUSS BEARING ELEV. 21'-7,1" TYP.U.O.N. PROVIDE PT 44 POST TYP. A4- 9—PL'S. ALONG COL.LINE 1. S-AO05 , __ —------------ (2)2x8 TYP.@ CORRIDOR. —=rt— -- — — — ------ ------------------- --- ------ -- —-----=— --------------- I i PIE—ENGINEERED �� SPACING RUISSES I I 7'-11" 8'-72„ 8'-71 ' 8'-7751" 8'-- 721 " 8'-7A' " ' III ill I II I I I I, I I I � I 8F161T/1B i I SEE ARCH FOR TYP.OVERHANG. I 8'-72„ ` 6'-10" W10x19 (2—SPAN) C3 S—A005 I I I I --8F161T/1B--- LEGEND ® 8" CMU WALL. --_ LINTEL SEE CONVENTIONAL FRAMING NOTES ON S-1 MSTA18—FLAT STRAPS TYP.U.O.N. 19'-2" S AO05 13'-0" I III I II II I I MI III IIII ~III I I IIII � IIII I I I jlj I � Ir l(2_: -2—x1-0 I I --- I I IIII I II I I IIII N II III � II III I � I III I MI I1 I o 1 III i I I N III I I ~ III I R D_G E I �_ II NII II N c 11 X ill I I w l III I I I IIII o III I I 1111 I c II III I — 1,2 2x 10 I I I I PROVIDE PT 4x" POST TYP. 2—PL S. I I I I I I ' I I I Al co I I S -A005 SIM. I ol I I I I I I 1 I 6'-8" ( U-1 U. I D - 2) (D - 1) ( D ) (C - I') ( C ) An. I CA EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE. UNSUPPORTED PANEL EDGE IS BOUNDARY OF SHEARWALL rTYPICAL CONDITION UNLESS BLOCKING IS REQ'D I BY SCHEDULE OR NOTES. GYPSUM BOARD OR PLYWOOD NAIL SPACING AT SUPPORTED EDGES, SEE NOTES OR SCHEDULE EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY SCHEDULE OR NOTES i STUDS, ROOF TRUSSES, OR FLOOR JOISTS NAILING TO INTERMEDIATE SUPPORT IS 6" OC MAX, UON NAILING PATTERN FOR SHEATHING MINISTRY CENTER - R0OFFRA MING PLAN SCALE: 114" = 1'-0" NOTES: 1. ALL EXTERIOR WALLS ARE SHEARWALLS, 2. SEE SHEET S—AO01 & S—AO01A FOR GENERAL NOTES & TYP CMU DETAILS. 3. SEE SHEET S—AO01A FOR TYP. LINTEL DETAILS. 4. REFER TO ARCH. FLR. PLANS FOR EXACT WALL LOCATIONS & DETAILS. ry III N � � o m +� U w w z A3 U I , J Z W 8F81T/1B TYP. . Q S—A005 I I I U.O.N.© CMU WALLS. -- --- ---- 8F161T 1B ' I ' 2 N 05-02-06 1 ---------- ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. -----8F161TL1B ----- RAW GMH AE JOB NUMBER N MINISTRY CENTER - ---------- FRAMING PLAN S-AO04 SHEET NUMBER 8"CMU OC.IN C) O U � Z O Q N GRO r/#5@40" FILLED CELLS Elf O _> I I I N I I TYP. U.O.N. I I I 2 I I i I � Q Lj I � J > Q 0— Go CD U N PROVIDE (2)MSTA24 I N FLAT STRAPS @ BEAM z TO POST TYP. O O N W O CDr)CLI— U:z- Li I I I RIDGE I I I I I METAL STUD WALL XX I DESIGNED BY OTHERS. , S-A001A w EXTEND WALL TO UBDERSIDE OF ROOF J F— � _ I I I i N TRUSSES & PROVIDE ' I r,,I< w I I BLOCKING or TO _ = I I I I UNDERSIDE OF PLYWOOD DECK. Cn I I I I I BLOCKING PER I I I I I 132/S—A005 I I XX I I I I , S-A001A 4 _ I - _ I - - - ------ - _ MF-- Ln 8F161 T/1 B I I I I I I 8F161 18 —--------- 8F161 T 1 B / ---- _ ___ --------�— ----- ---- —'--------- II — — — — S—A005 I I — — — ' — — 14 POVI E S P";ON STH Cas , EA.END OF SW -3. EMBEDDED INTO HOLLOWCORE TOPPING or SIMPSON S/HTT14. ' ol 7'-11" 8'-72„ 8'-71 ' 8'-7751" 8'-- 721 " 8'-7A' " ' III ill I II I I I I, I I I � I 8F161T/1B i I SEE ARCH FOR TYP.OVERHANG. I 8'-72„ ` 6'-10" W10x19 (2—SPAN) C3 S—A005 I I I I --8F161T/1B--- LEGEND ® 8" CMU WALL. --_ LINTEL SEE CONVENTIONAL FRAMING NOTES ON S-1 MSTA18—FLAT STRAPS TYP.U.O.N. 19'-2" S AO05 13'-0" I III I II II I I MI III IIII ~III I I IIII � IIII I I I jlj I � Ir l(2_: -2—x1-0 I I --- I I IIII I II I I IIII N II III � II III I � I III I MI I1 I o 1 III i I I N III I I ~ III I R D_G E I �_ II NII II N c 11 X ill I I w l III I I I IIII o III I I 1111 I c II III I — 1,2 2x 10 I I I I PROVIDE PT 4x" POST TYP. 2—PL S. I I I I I I ' I I I Al co I I S -A005 SIM. I ol I I I I I I 1 I 6'-8" ( U-1 U. I D - 2) (D - 1) ( D ) (C - I') ( C ) An. I CA EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE. UNSUPPORTED PANEL EDGE IS BOUNDARY OF SHEARWALL rTYPICAL CONDITION UNLESS BLOCKING IS REQ'D I BY SCHEDULE OR NOTES. GYPSUM BOARD OR PLYWOOD NAIL SPACING AT SUPPORTED EDGES, SEE NOTES OR SCHEDULE EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY SCHEDULE OR NOTES i STUDS, ROOF TRUSSES, OR FLOOR JOISTS NAILING TO INTERMEDIATE SUPPORT IS 6" OC MAX, UON NAILING PATTERN FOR SHEATHING MINISTRY CENTER - R0OFFRA MING PLAN SCALE: 114" = 1'-0" NOTES: 1. ALL EXTERIOR WALLS ARE SHEARWALLS, 2. SEE SHEET S—AO01 & S—AO01A FOR GENERAL NOTES & TYP CMU DETAILS. 3. SEE SHEET S—AO01A FOR TYP. LINTEL DETAILS. 4. REFER TO ARCH. FLR. PLANS FOR EXACT WALL LOCATIONS & DETAILS. PRE— ENGINEERED PRE—ENGINEERED WOOD ROOF TRUSS 24" OC.MAX. rn� i� r� 3 - 4 Ln N N N 0 z 6 W CL ES ry III N � � o m +� U w w z 0 U CD J Z W _J = J . Q <t i - Z U N 05-02-06 1 00 ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: O RAW GMH AE JOB NUMBER N MINISTRY CENTER - ROOF FRAMING PLAN S-AO04 SHEET NUMBER C) O U � Z O Q N LLJ CD Elf O _> � U W Q Q N CD Q Q CDO 2 w3�:o� w � Q Lj I � J > Q 0— Go CD U PROVIDE (2)MSTA24 I N FLAT STRAPS @ BEAM z TO POST TYP. O O N W O CDr)CLI— U:z- PRE— ENGINEERED PRE—ENGINEERED WOOD ROOF TRUSS 24" OC.MAX. rn� i� r� 3 - 4 Ln N N N 0 z 6 W CL ES - ,. �. M -I L L Q� N � � o m +� U O _ E Ln Q 0 U 05-02-06 P.I. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: RAW GMH AE JOB NUMBER 9-1019-06 MINISTRY CENTER - ROOF FRAMING PLAN S-AO04 SHEET NUMBER BLOCKING REQ'D —� BETWEEN OUTRIGGERS 2x4 BLOCKING @ SHEATING JOINTS 4'-0" FROM GABLE END ,,(,3) 8d TOE -NAI '-CONT. 2x4 SCAB FROM TOP TO B CHORD @ 8'-0" GABLE (TYP 1 -\ / CONT. 2x4x8' LATERAL BRACE @ 48" O.C. (SEE DETAIL BELOW) 2x4 OUTRIG @ 48" O.C. 2x4 BLOCKING @ 48" O.C.IN FIRST TRUSS SPACE SECTION THRU PROVIDE SIMPSON HETA16 STRAPS TYP.@ TRUSS TO CMU CONNECTION. RATED SHEATHING SEE GEN. NOTES SHEET S-1 (2) 2x PLATE SEE UPLIFT CONNECTOR-` SCHEDULE FOR TRUSS/ RAFTER CONNECT. TO CMU WALL, PROVIDE SIMPSON HETA16 STRAPS TYP.@ TRUSS TO CMU CONNECTION. 1-#4 CONT. FIN.FLR. ELEV. SEE ARCH. 8" OPEN BOT. W/1-#5 CONT. #5 IN GROUT FILLED CELL SEE S-110 FOR REINF. n n Q Cl Elf M 00 2x4 BRACE @ 8'-0" 0 2x4 SCAB I VERT. WEB NOT PRESET SIMPSON H3 @ EA. OUTRIGGER 2x4 BARGE RAFTER CONT. SHINGLE STRIP FACIA TOP CHORD OF GABLE END TRUSS DROP 3 1/2 " CONT. 2x4 SCAB FROM TOP TO BOT. CHORD @ EA. X -BRACING (PROVIDE ADDITIONAL 2x4' s AT VERT. IF HIGHER THAN 48" TO FORM AN "L" SHAPE) BOT. CHORD OF GABLE END TRUSS TOE -NAIL TO TOP PLATE w/ 8d NAILS @ 8" O.C. SIMPSON LTP4 @ 48" O.C. 2x- STUDS @ 16" O.C. 16d NAILS @ 8" O.C.- (3) 16d <---,NAILS (TYP. BOTTOM CHORD OF COMMON TRUSSES CONTINUOUS 2x4 SCAB FROM TOP TO BOTTOM CHORD TO SERVE AS NAILER FOR X -BRACING @ 8'-0" O.C. BOTTOM CHORD OF GABLE END TRUSS 2x4 BLOCKING' @ 48" O.C. IN TRUSS SPACE CONTINUOUS 2x4x8' #2 SYP LATERAL BRACE @ 48" O.C. DOUBLE TOP PLATE APA RATED — SHEATHING SEE SHEET S-1. PRE-ENGINEEI WOOD TRUSSE SEE SHEET S - TRUSS CONNE CONT. PT.2x4 w/2 -2"O BOL @ 24" OC.TYF T.O.S ELEV. 11'-z GABLE END WALE ISOMETRIC OF LATE=RAL BRACE TYP. BEAM COL. CONNECTION C1 BEAM/ COL. GABLE END WALL C2 @ROOF SCALE: 1 2"=1 '-0" SCALE: 1/2"= 1 -O - _ SCALE: 1 PRE-ENGINEERED TRUSSES/ RAFTERS SEE PLAN. PRE-ENGINEERED TRUSS OR CEILING JOIST SEE PLAN. 1/2 GYP. CEIL BOARD OR 5/8 GYP. WALLBOARD 8x8 BOND BEAM w/ (1) #5 CONT. TOP B" CMU SEE SHEET S-AO04 FOR REINF. #4 HOOK BAR CAST IN BEAM & TOPPING @ 2'-0" OC. r- 2" CONC. TOPPING BEARING 8" HOLLOW CORE 8" CMU SEE SHEET S-AO03 FOR REINF. DOWELS TO MATCH VERT. REINF. v d . SEE PLAN FOR FTG. SIZE & REINF. 2—STORY WALL SECTION SCALE: TRUSS (TYP.) (2) 12d NAILS (T TRUSS (TYP.) 12d NAILS @ 8' 7/16 I 2x4 BLOCI FASTEN TC 8d NAILS /n\ nnuIC Int -All ITV 1. JI IL/11\YYFILL S) S PT.4x, SEE f HOLLOW CORE SEE PLAN PIP SEI 51 STRAP INTO CONC. 'OST 2nd FLOOR SEE PLAN 4" STIFF R (ES) 4- 4" 0 BOLTS 2 " CAP USE AT EXTERIOR WALLS AND INTERIOR USE AT EXTERIOR WALLS AND INTERIOR SHEARWALLS WHERE WALL IS PARALLEL WITH SHEARWALLS WHERE WALL IS PARALLEL WITH TRUSSES TRUSSES BLOCKING @ PARALLEL WALE BLOCK N'G @ PARALLEL BEAM OVER PPE COL. TWO TRUSSES) B 2 WALL TRUSSES B� B 4 SCALE: 1 =1 -O SCALE: 1 "= 1 '-O" SCALE: 1"=V-011 '-0" ALL LINTELS SHALL BE MANUFACTURED BY: CAST -CRETE w Li w z LINTEL LEGEND N J N Ln Q Z 6 z U LU F=GROUT FILLED/U=UNFILLED # OF REBAR IN LINTEL Cn 8" [203] 00 8 8-' B�1T N z o O U Q z o N REBAR LOCATION B=BOT,T=TOP > O z�= _ �DU� I— Q W W N Q zWm00 LL_zQQo 0 W00 � 0 N w � jQW 1 Qap —Iw>� U� NOMINAL HEIGHT =>r-�z_ rz CD O W 0 6r0ELF— UZ L X.HM C: NOMINAL WIDTH _ " — N N 6#5 CONT C) _ �' . :•. 0 W/#3 TIES @ 8" � o 8" OR 12" `-4 0 U W/1800 HOOK (ALT) [203] 305] FILLCELLS11 W/CONC. 11'-0" MAX. MASONRY OPENINGS 2-#5 CONT. 05-02-06 _ DATE ISSUE/REVISION We hereby expressly END MIN. BRG. 8" EA. reproduced, copied in r. whatsoever without first CO o N u consent. DRAWN BY: CHECKED BY: RAW GMH AE JOB NUMBER 8" OR 12" TYPICAL DETAILS S- A005 SHEET NUMBER [203] [305] MASONRY OPENING 4'-0" OR LESS FILL CELLS W/GONG MIN. BRIG. 8" EA. END 4.0 2-#5 CONT. T. & 13. - W/#3 TIES @ 8" 00 r u W/1800 HOOK (ALT)it - NOTE: IN 16" LINTEL BLOCK FOR EXACT LOCATION OF OPENINGS SEE ARCH. MASONRY OPENING MORE THAN 4'-0" NOTE: MIN. BRG. 8' EA. END (MAX. OPNG. SIZE 7'-0") CONT. REINF.TO EXTEND FOR 1st FLOOR LINTEL USE PRECAST LINTELS 24' BEYOND FACE OF OPENING TYP NOTCH FOR VERTICAL REINFORCING (TYP.) INDICATED ON SHEET A-003 MASONRY LINTEL DETAIL (2nd FLOOR LINTELS ONLY) SCALE: A2 TRUSS/CMU . CONNECTION SCALE: RATED SHEATHING (REFER TO GENERAL NOTES ON SHEET S-1 ) SEE UPLIFT SCHEDULE FOR TRUSS/RAFTER CONNECTIONS TYP. (2) SIMPSON MSTA24 STRAPS @ BEAM/HEADER TO POST TYP.U.O.N. ON PLANS OR GENERAL NOTES. BEAM/HEADER SEE PLAN L7/16 OSB OR 3/8 CDX PLYWOOD FASTEN TO TRUSS OR ARC CEILING JOIST w/ 8d NAILS @ 12" O.C. VARIES SHEATHING OVER VAPOR BARRIER OVER 2x STUDS @ 16" O.C. ROOF TRUSSES SEE TRUSS DWGS. A� PORCH SECTION @ ROOF SCALE: 1/2 GYP. CEILING BD. OR 5/8 GYP. WALLBOARD w Li w z __j z LO __ w N N J N Ln Q Z 6 z U LU rz Cn N 00 O N z o O U Q z o N w L- � U > O z�= _ �DU� I— Q W W N Q zWm00 LL_zQQo 0 W00 � 0 N w � jQW 1 Qap —Iw>� U� = U W pUj — IN =>r-�z_ rz CD O W 0 6r0ELF— UZ L X.HM C: (D a� " — N N C) 0 � o Ln Q 0 U 05-02-06 P.I. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: RAW GMH AE JOB NUMBER 9-1019-06 TYPICAL DETAILS S- A005 SHEET NUMBER GENERAL MOTES 1. CODES USED: 2004 FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-7-02. ALL LATEST EDITIONS USED. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY, DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. DESIGN CODE: The 2004 Florida Building Code (FBC) BASIC WIND SPEED: 120 mph WIND IMPORTANCE FACTOR: 1.0 (Category II Building) WIND EXPOSURE: C (Less than 1500 ft from CCL or mean high tide) INTERNAL PRESSURE COEFFICIENT: f 0.18 (Enclosed Building -IMPACT RESISTANT GLASS) ) MAXIMUM DESIGN WIND PRESSURES (psf): Opening Size (sf) Edge zones (6'-0" from outside corners) Interior Zone 0-20 the drywall 7. Grout spaces both vertical and horizontal +46.9 and (-)59.0 ceiling can not be considered for lateral bracing of the bottom chord of the truss. The lateral bracing shall be achieved +46.9 and (-)49.9 21-50 Reinforcing at +45.3 and (-)55.8 9. Grout spaces are to be inspected prior to +45.3 and (-)48.3 51-100 DESIGN LIVE LOADS: +43.2 and (-)51.6 (Clean out holes are not required). +43.2 and (-)46.2 >100 +41.6 and (-)48.3 mm) to the side of dowel in cell (ACI 530-1.12.3.3) +41.6 and (-)44.6 Masonry construction shall be in accordance with FBC chapter 21 and in accordance with the Specifications for Masonry Structures ACI 530.1-99. ACI 3.5 D limits the grout lift height to 5 ft and requires a 1 -hour initial set time between lifts. Steel Construction shall be in accordance with FBCchapter 22. Footings and foundations shall be in accordance with FBC chapter 18. Soil compaction shall be in accordance with 1804.2 REFER TO GEOTECHNICAL REPORT BY UNIVERSAL. ENGINEERING. DATED 11-2-05 UES PROJECT NO. 92526-001-01 UES REPORT NO. 428651 MASONRY CONSTRUCTION Definitions Grout pour height - the total height of masonry to be grouted prior to erection of additional masonry. Grout Pour - consists of one or more grout lifts. Grout Lift - the layer of grout placed in a single continuous operation and is limited to 5 feet (1524 mm). Rodding - the act of compacting freshly poured concrete or grout in its form by freeing the mass of air pockets with repeated stabs of a rod. Puddlina - the nroress of indurinn r.mmnnrtinih of nrnut by usP of n tmmninn rnri Puddle stick - A stick or rod used to consolidate grout by hand. SEE Masonry Construction and Inspection Guidelines FOR 1. Lay up masonry in running bond for sizes and reinforcing per plans and elevations. 2. Face shells of bed joint shall be mortared' 3. Webs shall be mortared at cells to be grouted. HORIZ. Ji 4. Vertical cells are to be aligned where they, are to be grout filled unless bond is shifted due to site conditions. REINF. 5 Install horizontal joint reinforcin at 16 in hes (407 mm) on center st i ti n fst block abov foundation CONCRETE: ALL CONCRETE NOT OTHERWISE DESIGNATED SHALL BE 3000 PSI AT END OF 28 DAYS AS DETERMINED BY USE OF ASTM C31 AND C39. CODES GOVERNING WORK ARE AS FOLLOWS: ACI -318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, LATEST EDITION. ACI -347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK, LATEST EDITION. ACI -301 SPECIFICATIONS FOR STRUCTUAL CONCRETE FOR BUILDINGS, LATEST EDITION. ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING PLACEMENT OF THE CONCRETE. UNLESS OTHEREWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: WELEDED WIRE FABRIC WIRE SPACING PLUS 6" REINFORCING BARS 48 BAR DIAMETERS ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. LAPS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 OR AS INDICATED ON THE DRAWINGS. USE CLASS B SPLICES UNLESS OTHERWISE NOTED. MIMIMUM COVER SHALL BE AS FOLLOWS: FOOTINGS: 3" COLUMNS AND PEDESTALS: 2" SLABS AND WALLS (EXPOSED TO EARTH, LIQUID OR WEATHER): 2" SLABS AND WALLS (NOT EXPOSED TO EARTH, LIQUID OR WEATHER): 3/4" SLABS ON GRADE: 2" FROM TOP ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK, U.O.N. DOWELS FROM FOUNDATIONS OR SLABS TO WALLS SHALL MATCH WALL REINFORCING, U.O.N. DOWELS SHALL BE PLACED BEFORE CONCRETE IS PLACED. THEY SHALL NOT BE PUSHED INTO CONCRETE. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OR BEAMS, WALL, ETC. AT CHANGE IN DIRECTION OF CONCRETE WALLS, BEAMS AND STRIP FOOTINGS PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. STRUCTURAL STEEL: (PER CURRENT EDITION AISC) ALL WELDED WIRE FABRIC ASTM A185 WIDE FLANGE: ASTM A572 GRADE 50 CHANNELS, ANGLES, PLATES AND OTHER MIS. STEEL ASTM A36. ALL BOLTS SHALL BE 3/4" DIAMETER (A325N) U.O.N. ANCHOR BOLTS SHALL BE ASTM A307 WELDED STUDS ASTM A108 DEFORMED BAR ANCHORS ASTM, A706 WASHERS SHALL BE ASTM F436 GRADE 36 NUTS SHALL BE ASTM A563 GRADE A HEX. STRUCTURAL STEEL GROUT: FOR STEEL COLUMNS SHALL BE A NON -SHRINKAGE, NON -EXPANSIVE, NON-METALLIC, GROUT WITH A MIMIMUM 28 DAY COMPRESSIVE STRENGTH OF 5,000 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C109. FORMS SHALL BE PLACED AROUND BASE PLATE AND THE STRUCTURAL GROUT SHALL BE POURED. NO DRY/DAMP PACKING. MIMIMUM SIZE OF FILLET WELDS SHALL CONFORM TO AISC SPECIFICATIONS EVEN THOUGH SHOWN OTHERWISE ON ARCHITECTURAL, MECHANICAL OR STRUCTURAL DRAWINGS. ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECUTRAL OR STRUCTURAL DRAWINGS, BUT NOT SIZED, SHALL BE A MIMIMUM 3/16" ALTERNATING 2-12 ALL WELDS SHALL BE MADE WITH E70XX ELECTRODES. ALL WELDING IS TO BE DONE BY WELDERS HOLDING CURRENT CERTIFICATES FROM A RECOGNIZED TESTING LAB. ALL WELDS ARE TO BE PER A.W.S. D1.1 CODE PROVIDE ANGLE SUPPORT (USE 1_2 -1/2"x2 -1/2"x1/4") ALONG FACE OF STEEL COLUMNS WHERE METAL DECK OR GRATING SPANS INTO IT. METAL DECK: METAL DECK SHALL CONFORM TO THE LATEST EDITION OF THE STEEL DECK MANUAL AS ADOPTED BY THE STEEL DECK INSTITUTE. NON -COMPOSITE FLOOR DECK: SHALL BE 1 112" DEEP TYPE "C" 24 GAGE, PAINTED METAL DECK. MANUFACTURED FROM MATERIAL HAVING A MIN. YIELD STRENGTH OF 60 KSI WITH MIN. SECTION MODULUS 0.120 IN3 AND MIN. MOMENT OF INERTIA 0.108 1 IN4. ROOF DECK SHALL BE 1 Y2" DEEP TYPE "B" 22 GAGE PAINTED METAL DECK, MANUFACTURED FROM MATERIAL HAVING A MIN. YIELD STRENGTH OF 60 KSI WITH MIN, SECITON MODULUS 0.186 AND MIN MOMENT OF INTERTIA OF 0.169. PRIME ALL STEEL SURFACES BOTH EXPOSED AND CONCEALED, ARE TO RECEIVE ONE SHOP COAT AND FIELD SPOT PRIME (WELDS, SCARS, CONN. ETC.) ALL ANGLES, BARS, ANCHORS, ANCHOR BOLTS, ETC. EMBEDDED IN CONCRETE SHALL BE HOT DIPPED GALV. AFTER FABRICATION. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALV. AFTER FABRICATION. SHOP DRAWINGS: ALL FABRICATED ITEMS ARE TO HAVE APPROVED SHOP DRAWINGS BEFORE FABRICATION. CONTRACTOR SHALL CAREFULLY CHECK AND STAMP "APPROVED" BEFORE SUBMITTAL TO THE ENGINEER. NO SPLICES OR OTHER DETAILS ARE TO BE ADDED WITHOUT SUBMITTAL. EXPANSION ANCHORS: U.O.N. INSTALL ANCHORS PER MANUF. WRITTEN INSTRUCTIONS, INCLUDING MANUF. MIMIMUM EMBEDMENTS AND EDGE DISTANCE. ALL ANCHORS WITH EXTERIOR EXPOSURE SHALL BE HOT DIPPED GALV. All cold -formed metal studs, trusses and occesssories shall be manufactured by a current memeber of the Steel Stud Manufacturer's Association. All Galvanized studs shall be formed from steel that corresponds to the minimum requirements of latest AISI standards. All structural memebers shall be designed in IDccordance with the AISI "Specifications for the Design of Cold -Formed Steel Structural Members" latest edition. Provide all accessories including, but not limited to tracks, clips web stiffeners, anchors, fastening devices, and other accessories required for a complete and proper installation, and as recommended by the manufacturer for the steel member used. Fastening of components shall be with self -drilling screws or welding. Screws or welds shall be of sufficient size to insure the strength of the connection. All welds of carbon sheet steel shall be touched up with paint. All framing components shall be cut squarely for attachment to perpendicular members or as required for an angular fit against abutting memeber. Studs shall be plumbed, alighned and secruely attached to flanges of both upper and lower runners, except that in the case of interior non-loodbearing walls. Splices in axial load bearing memebers other than track shall not be permitted. Track shall be anchored to the structure as indicated on the drawings. Diagonally braced stud walls shall be provided at locations designated as "shear walls" from framed stability and lateral load resistance unless otherwise noted. Cold -formed members shall have a minimum yield stress of 50 ksi. PROVIDE SIGNED & SEALED SHOP DRAWINGS FOR STUDS, TRACKS, HEADERS & CONNECTIONS BY A REGISTERED PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF FLORIDA. MASONRY CONSTRUCTION Definitions Grout pour height - the total height of masonry to be grouted prior to erection of additional masonry. Grout Pour - consists of one or more grout lifts. Grout Lift - the layer of grout placed in a sirgle continuous operation and is limited to 5 feet (1524 mm). Rodding the act of compacting freshly poured concrete or grout in its form by freeing the mass of air pockets with repeated stabs of a rod. Puddling - the process of inducing compactior of grout by use of a tamping rod. Puddle - the act of working concrete to eliminate honeycomb, and to produce a denser mass. Puddle stick - A stick or rod used to consolidate grout by hand. Masonry Construction and Inspection Guidelines 1. Lay up masonry in running bond for sizes and reinforcing per plans and elevations. 2. Face shells of bed joint shall be mortared. 3. Webs shall be mortared at cells to be grouted. 4. Vertical cells are to be aligned where they are to be grout filled unless bond is shifted due to site conditions. 5. Install horizontal joint reinforcing at 16 inches (407 mm) on center starting first block above foundation. 6. Maintain minimum of 36 inch (12.7 mm) cover on joint reinforcing to exterior and reinforcing shall be embedded in mortar. 7. Grout spaces both vertical and horizontal are to be substantially free of droppings, debris, loose aggregate and any material deleterious to masonry grout. 8. Install reinforcing in grout cells prior to grouting. 9. Grout spaces are to be inspected prior to placing grout. 10. Fill cells as noted on the Plans, Elevations and Details. 11. Place grout in lift to 60 inches in height (Clean out holes are not required). 12. A reinforcing bar may be used to rod grout in cell, to ensure there are no voids in grout. 13. Place reinforcing approximately 1 inch (25 mm) to the side of dowel in cell (AGI 530-1.12.3.3) 14. Grout should set in approximately 90 minutes depending on grout slump and weather conditions. 15. Do not bend or move reinforcement after grout has set. 16. Fill all cells solid below finish floor elevation. Tolerances Center Reinforcing 1. Centerline g 6. Maintain minimum of % inch (12.7 mm) g e . cover on joint reinforcing to exterior and reinforcing shall be embedded in Proposed Structure is located within the wind borne debris region, mortar. 2 inches This structure is located within the wind borne debris region and has been designed as a partially enclosed structure. Therefore the drywall 7. Grout spaces both vertical and horizontal are to be substantially free of droppings, debris, loose aggregate and any ceiling can not be considered for lateral bracing of the bottom chord of the truss. The lateral bracing shall be achieved by installing 1x4 material deleterious to masonry grout. 4. Do not move reinforcing after initial no.3 or better SYP nailed w/ (2).131x2 1/2"nails on the bottom chord at the spacing indicated on the truss engineering drawings or use 8. Install reinforcing in grout cells prior to grouting. Reinforcing at Simpson TSB2-24 w/ (2)10dx 1 1/2" nails in each truss at specified spacing. 9. Grout spaces are to be inspected prior to placing grout. 1. Maintain at 10. Fill cells as noted on the Plans, Elevation: and Details. DESIGN LIVE LOADS: 11. Place grout in lift to 60 inches in height (Clean out holes are not required). Roof: 20 psf 12. A reinforcing bar may be used to rod grout in cell, to ensure there are no voids in grout. Mechanical equipment slab : 125 psf 13. Place reinforcing approximately 1 inch (25 mm) to the side of dowel in cell (ACI 530-1.12.3.3) DESIGN DEAD LOADS: 14. Grout should set in approximately 90 minutes depending on grout slump and weather conditions. 15. Do not bend or move reinforcement after has set. Roof: 20 psf grout Q LLJ N 16. Fill all cells solid below finish floor elevation. Mechanical equipment 50 psf LL_ CD Tolerances O CAST -IN-PLACE CONCRETE: shall have a compressive strength of 3000 psi at 28 days, typical unless otherwise notes. Center Reinforcing CONCRETE MASONRY UNITS: shall be hollow unit masonry in accordance with ASTM C 90 and shall have a minimum 1. Centerline location should be within inch (13mm) of center of masonry. I 2. Horizontal location shall be within 2 inches (51 mm) of the center of the cell.3. net area compressive strength of 1900 psi when using Type M or S mortar (ASTM C 270). Reinforcing shall maintain position without being tied. In accordance with ACI 530, the 1900 psi block in combination with Type M or S mortar provides a design compressive 4. Do not move reinforcing after initial set of grout. strength (f'm) of 1500 psi. Reinforcing at Each Face 1. Maintain at least 1/a inch (6 mm) clear of masonry for fine grout and ih inch (13 mm) for coarse grout. GROUT: The grout shall be in accordance with ASTM C 476 and shall have a maximum course aggregate size of 3/8 " 2. Reinforcing shall be placed 1 inch clear to the side of the dowels. placed at an 8" to 11" slump and have a minimum specified compressive strength of 2000 psi at 28 days when tested in Bond Beams ' 1. Horizontal reinforcing shall be /a inch (6 m 1 m) clear of masonry for fine grout and inch (13 mm)for coarse grout. /Z accordance with ASTM C 1019. 2. Knock out web blocks shall be used for block at the top and/or the bottom of the bond beams, depending on the ANCHORING ADHESIVE TO CONCRETE: shall be one of the following products or approved equal location. 3. Wire mesh or some other means shall be used to prevent grout from escaping from the bottom of the bond beams into * Hilti HIT 150 or Kwik bolt II where called out on plans cells without vertical reinforcing. CONCRETE: ALL CONCRETE NOT OTHERWISE DESIGNATED SHALL BE 3000 PSI AT END OF 28 DAYS AS DETERMINED BY USE OF ASTM C31 AND C39. CODES GOVERNING WORK ARE AS FOLLOWS: ACI -318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, LATEST EDITION. ACI -347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK, LATEST EDITION. ACI -301 SPECIFICATIONS FOR STRUCTUAL CONCRETE FOR BUILDINGS, LATEST EDITION. ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING PLACEMENT OF THE CONCRETE. UNLESS OTHEREWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: WELEDED WIRE FABRIC WIRE SPACING PLUS 6" REINFORCING BARS 48 BAR DIAMETERS ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. LAPS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 OR AS INDICATED ON THE DRAWINGS. USE CLASS B SPLICES UNLESS OTHERWISE NOTED. MIMIMUM COVER SHALL BE AS FOLLOWS: FOOTINGS: 3" COLUMNS AND PEDESTALS: 2" SLABS AND WALLS (EXPOSED TO EARTH, LIQUID OR WEATHER): 2" SLABS AND WALLS (NOT EXPOSED TO EARTH, LIQUID OR WEATHER): 3/4" SLABS ON GRADE: 2" FROM TOP ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK, U.O.N. DOWELS FROM FOUNDATIONS OR SLABS TO WALLS SHALL MATCH WALL REINFORCING, U.O.N. DOWELS SHALL BE PLACED BEFORE CONCRETE IS PLACED. THEY SHALL NOT BE PUSHED INTO CONCRETE. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OR BEAMS, WALL, ETC. AT CHANGE IN DIRECTION OF CONCRETE WALLS, BEAMS AND STRIP FOOTINGS PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. STRUCTURAL STEEL: (PER CURRENT EDITION AISC) ALL WELDED WIRE FABRIC ASTM A185 WIDE FLANGE: ASTM A572 GRADE 50 CHANNELS, ANGLES, PLATES AND OTHER MIS. STEEL ASTM A36. ALL BOLTS SHALL BE 3/4" DIAMETER (A325N) U.O.N. ANCHOR BOLTS SHALL BE ASTM A307 WELDED STUDS ASTM A108 DEFORMED BAR ANCHORS ASTM, A706 WASHERS SHALL BE ASTM F436 GRADE 36 NUTS SHALL BE ASTM A563 GRADE A HEX. STRUCTURAL STEEL GROUT: FOR STEEL COLUMNS SHALL BE A NON -SHRINKAGE, NON -EXPANSIVE, NON-METALLIC, GROUT WITH A MIMIMUM 28 DAY COMPRESSIVE STRENGTH OF 5,000 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C109. FORMS SHALL BE PLACED AROUND BASE PLATE AND THE STRUCTURAL GROUT SHALL BE POURED. NO DRY/DAMP PACKING. MIMIMUM SIZE OF FILLET WELDS SHALL CONFORM TO AISC SPECIFICATIONS EVEN THOUGH SHOWN OTHERWISE ON ARCHITECTURAL, MECHANICAL OR STRUCTURAL DRAWINGS. ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECUTRAL OR STRUCTURAL DRAWINGS, BUT NOT SIZED, SHALL BE A MIMIMUM 3/16" ALTERNATING 2-12 ALL WELDS SHALL BE MADE WITH E70XX ELECTRODES. ALL WELDING IS TO BE DONE BY WELDERS HOLDING CURRENT CERTIFICATES FROM A RECOGNIZED TESTING LAB. ALL WELDS ARE TO BE PER A.W.S. D1.1 CODE PROVIDE ANGLE SUPPORT (USE 1_2 -1/2"x2 -1/2"x1/4") ALONG FACE OF STEEL COLUMNS WHERE METAL DECK OR GRATING SPANS INTO IT. METAL DECK: METAL DECK SHALL CONFORM TO THE LATEST EDITION OF THE STEEL DECK MANUAL AS ADOPTED BY THE STEEL DECK INSTITUTE. NON -COMPOSITE FLOOR DECK: SHALL BE 1 112" DEEP TYPE "C" 24 GAGE, PAINTED METAL DECK. MANUFACTURED FROM MATERIAL HAVING A MIN. YIELD STRENGTH OF 60 KSI WITH MIN. SECTION MODULUS 0.120 IN3 AND MIN. MOMENT OF INERTIA 0.108 1 IN4. ROOF DECK SHALL BE 1 Y2" DEEP TYPE "B" 22 GAGE PAINTED METAL DECK, MANUFACTURED FROM MATERIAL HAVING A MIN. YIELD STRENGTH OF 60 KSI WITH MIN, SECITON MODULUS 0.186 AND MIN MOMENT OF INTERTIA OF 0.169. PRIME ALL STEEL SURFACES BOTH EXPOSED AND CONCEALED, ARE TO RECEIVE ONE SHOP COAT AND FIELD SPOT PRIME (WELDS, SCARS, CONN. ETC.) ALL ANGLES, BARS, ANCHORS, ANCHOR BOLTS, ETC. EMBEDDED IN CONCRETE SHALL BE HOT DIPPED GALV. AFTER FABRICATION. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALV. AFTER FABRICATION. SHOP DRAWINGS: ALL FABRICATED ITEMS ARE TO HAVE APPROVED SHOP DRAWINGS BEFORE FABRICATION. CONTRACTOR SHALL CAREFULLY CHECK AND STAMP "APPROVED" BEFORE SUBMITTAL TO THE ENGINEER. NO SPLICES OR OTHER DETAILS ARE TO BE ADDED WITHOUT SUBMITTAL. EXPANSION ANCHORS: U.O.N. INSTALL ANCHORS PER MANUF. WRITTEN INSTRUCTIONS, INCLUDING MANUF. MIMIMUM EMBEDMENTS AND EDGE DISTANCE. ALL ANCHORS WITH EXTERIOR EXPOSURE SHALL BE HOT DIPPED GALV. All cold -formed metal studs, trusses and occesssories shall be manufactured by a current memeber of the Steel Stud Manufacturer's Association. All Galvanized studs shall be formed from steel that corresponds to the minimum requirements of latest AISI standards. All structural memebers shall be designed in IDccordance with the AISI "Specifications for the Design of Cold -Formed Steel Structural Members" latest edition. Provide all accessories including, but not limited to tracks, clips web stiffeners, anchors, fastening devices, and other accessories required for a complete and proper installation, and as recommended by the manufacturer for the steel member used. Fastening of components shall be with self -drilling screws or welding. Screws or welds shall be of sufficient size to insure the strength of the connection. All welds of carbon sheet steel shall be touched up with paint. All framing components shall be cut squarely for attachment to perpendicular members or as required for an angular fit against abutting memeber. Studs shall be plumbed, alighned and secruely attached to flanges of both upper and lower runners, except that in the case of interior non-loodbearing walls. Splices in axial load bearing memebers other than track shall not be permitted. Track shall be anchored to the structure as indicated on the drawings. Diagonally braced stud walls shall be provided at locations designated as "shear walls" from framed stability and lateral load resistance unless otherwise noted. Cold -formed members shall have a minimum yield stress of 50 ksi. PROVIDE SIGNED & SEALED SHOP DRAWINGS FOR STUDS, TRACKS, HEADERS & CONNECTIONS BY A REGISTERED PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF FLORIDA. MASONRY CONSTRUCTION Definitions Grout pour height - the total height of masonry to be grouted prior to erection of additional masonry. Grout Pour - consists of one or more grout lifts. Grout Lift - the layer of grout placed in a sirgle continuous operation and is limited to 5 feet (1524 mm). Rodding the act of compacting freshly poured concrete or grout in its form by freeing the mass of air pockets with repeated stabs of a rod. Puddling - the process of inducing compactior of grout by use of a tamping rod. Puddle - the act of working concrete to eliminate honeycomb, and to produce a denser mass. Puddle stick - A stick or rod used to consolidate grout by hand. Masonry Construction and Inspection Guidelines 1. Lay up masonry in running bond for sizes and reinforcing per plans and elevations. 2. Face shells of bed joint shall be mortared. 3. Webs shall be mortared at cells to be grouted. 4. Vertical cells are to be aligned where they are to be grout filled unless bond is shifted due to site conditions. 5. Install horizontal joint reinforcing at 16 inches (407 mm) on center starting first block above foundation. 6. Maintain minimum of 36 inch (12.7 mm) cover on joint reinforcing to exterior and reinforcing shall be embedded in mortar. 7. Grout spaces both vertical and horizontal are to be substantially free of droppings, debris, loose aggregate and any material deleterious to masonry grout. 8. Install reinforcing in grout cells prior to grouting. 9. Grout spaces are to be inspected prior to placing grout. 10. Fill cells as noted on the Plans, Elevations and Details. 11. Place grout in lift to 60 inches in height (Clean out holes are not required). 12. A reinforcing bar may be used to rod grout in cell, to ensure there are no voids in grout. 13. Place reinforcing approximately 1 inch (25 mm) to the side of dowel in cell (AGI 530-1.12.3.3) 14. Grout should set in approximately 90 minutes depending on grout slump and weather conditions. 15. Do not bend or move reinforcement after grout has set. 16. Fill all cells solid below finish floor elevation. Tolerances Center Reinforcing 1. Centerline location should be within 'A inch (13mm) of center of masonry. 2. Horizontal location shall be within 2 inches (51 mm) of the center of the cell. 3. Reinforcing shall maintain position without being tied. 4. Do not move reinforcing after initial set of grout. Reinforcing at Each Face Q Q 1. Maintain at least �/a inch (6 mm) clear of rnasonry for fine grout and ih inch (13 mm) for coarse grout. 2. Reinforcing shall be placed 1 inch clear to the side of the dowels. Bond Beams 1. Horizontal reinforcing shall be % inch (6 mi -n) clear of masonry for fine grout and X inch (13 mm)for coarse grout. 2. Knock out web blocks shall be used for black at the top and/or the bottom of the bond beams, depending on the location. 3. Wire mesh or some other means shall be used to prevent grout from escaping from the bottom of the bond beams into cells without vertical reinforcing. SEE PLAN FOR REINF. EXTERIOR INTERSECTING WALL TIE MASONRY JTERSECTION INTERIOR/EXTERIOR INTERIOR GROUT FILLED CELL WITH REINF. C.M.U. CORNER JODN 0 S EXTERIOR & INTERIOR SEE F FOR F HORI-i REINF PRECAST LINTEL - 1st FLOOR PRECAST OR POURED LINTEL 2nd FLOOR SEE SHEET A2/S-A005 HORIZ. JOINT REINF. 91 'IT, IN we] SCALE: PRECAST LINTEL - 1st FLOOR PRECAST OR )R JOINT 'LAN REINF. N NF IN. FLR. '.O.F. EL. ;EE PLAN A4 N - w 00 w wz O n CD __J __J z w N N = J in Q Q Z O U Z z U � U N_ cn A4 N - n ro 00 O N N N r� Q z o O U Z � Q U N_ U W Li > CIL, O WU d W Q LLJ N =D Q zwm°O LL_ CD U O W 3: 0:� 0 � O N W _JQw -�LL>d I Qoo U� =U WP L>_CN CN 0 CD 0 O W O CDr'-) a_ l-_ U z A4 - n ro N N C) U U E 0 Q Ln 0 U JCKS FASTENED TO MASONRY WITH SIMPSON6" TAPCONS SCREWS AT 12" O.C. (MIN. EMBED 1-1" INTO CMU.) ASONRY REINF. @ ORNC. SCALE: SEE PLAN FOR REINF. O EXTEND HORIZ. JOINT 2#5 VERT. @ 8" 14'-0" OPENING REINF. OR PROVIDE (2 CELLS) AT 14'-0" MTL. LATHE @ 16" O.C. OPENING MASONRY JAMB DETAIL AT 14'-0" & WIDER OPNGS. CMU WALL REINF. 1 AS SHOWN ON PLANS. O MIN. 2-#4 IN WINDOW OR DOOR FULLY GROUTED CELLS EACH SIDE OPENING OF OPN'G. C.M.U.Al JAMB JOINTS 11 , I , C/ ) ­­ _-$1 11 05-02-06 P.I. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: RAW GMH AE JOB NUMBER 9-1019-06 GENERAL NOTES & TYPICAL CMU DETAILS A2 S -F001 SHEET NUMBER FTG. THICKENED SLAB @ DOOR SCALE: % AY CONSTRUCTION JT. SAWC UT a "x 1 " x x x x x x I- �'-III..=III=III-' SLAP JOINT DETAILS Ifi] 30" MIN LAP C1 FTG®CORNER REINS. _O„ SEE CIVIL OR ARCH 2'-0 [) r BAR N & LAP SCHD. 4" CONCRETE SLAB a d a w � d d _ (2) #5 CONTINUOUS w/ 30" MIN LAP BEND AROUND CORNERS SEE ,CHID. C� SLAB TURNDOWN EDGE SCALE: 3/4"=11'-O SCALE: T. i ;'TYP Q PIPE OF COL. & BASE R BASE R LQ 0 o W z _ 00 N J In Q LL � w z U Of 48 LO co ME DETAIL OF ANCHOR BOLT FO SLAB TURSCALE: 3/4"=1 -O" TURNDOWN EDGE BASE PLATE & SCALE: 3/4"=1 '-0" @ CORRIDOR �2 ANCHOR BOLT ' ' STANDARD HOOK EMBEDDED 6" INTO I BOND BEAM @ EA. VERT. REINF. STANDARD HOOK 8x8 BOND BEAM w/ d @ EA. HORIZ. REINF. (1) #5 CONT. TOP �' a 8'' a FILLED SOLID w/ GROUT a . PRECAST LINTELS 1sT FLOOR. SEE TYP. DETAILS. " SEE PLAN FOR SIZE. a d SEE PLAN FOR SEE PLAN FOR REINF. REINF. SEE SHEET S-AO01A FOR TYP. e a a e CMU DETAILS. d d , <d: e 30" DOWELS TO MATCH VERT. REINF. TYP. a a H- I. WALL DETAIL - CMU 8" CMU SEE PLAN FOR REINF. 001 DOWELS TO MATCH VERT. REINF. TYP, U.O.N. CONT. FTG.SEE PLAN. --' CENTERED UNDER/CMU WALL `2" EXP.JT. MAT'L. CONC. SLAB SEE PLAN ° TOP OF FTG. SEE PLAN Al CMU @ CONT. FOOTING 8" CMU SEE PLAN FOR REINF. a_ 0 a- Q m :I;= DOWELS TO MATCH VERT. REINF. TYP. U.O.N. CONT. FTG.SEE PLAN. -' CENTERED UNDER/CMU WALL OF COL. & BASE R BASE R W COL a"0 A307 HEX BOLT 8" CMU SEE PLAN FOR REINF. DOWELS TO MATCH VERT.REIN SEE FDN. Fv714 r�F\ FTG. SIZE & REINF. SLAB LAN c -AD FTG. BEYOND. B3 STEMWALL FTG. DETAIL ISOLATED FOOTING @ CONT. 134SCALE: 3/4"=1 '-O" SCALE: 1/2"=1'-O" -2" EXP.JT. MAT'L.CONC. SLAB SEE PLAN ° ° e a a TOP OF FTG. Di -I SEE PLAN AI` A2 CMU @ CONT® FOOTING STEEL COL. '43 POST FTG. rB,3 SF001 A FIN. FL. ROUT 'E ALL STANDING BEFORE ING BASE IT- - F. "F. SEE FTG SCHEDULE w . w W z z J w LO N N J In Q Z � w z U Of cn N 0 O N Q z 0 0 z o Q N W U > O 0 U Q W W N Q zWm0 CD Q Q o O rr-OO W3: w ry 0 N �QW I Qoo -� > U �- ._j I- CN f- CD O Q) W o 1--- Uz V L W4 Q� Q) — rC N N U LL- L� —C U M d_ O L O U �4. 05-02-06 P.I. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: RAW G M H AE JOB NUMBER 9-1019-06 FOUNDATION DETAILS F001 A SHEET NUMBER I. WALL DETAIL - CMU 8" CMU SEE PLAN FOR REINF. 001 DOWELS TO MATCH VERT. REINF. TYP, U.O.N. CONT. FTG.SEE PLAN. --' CENTERED UNDER/CMU WALL `2" EXP.JT. MAT'L. CONC. SLAB SEE PLAN ° TOP OF FTG. SEE PLAN Al CMU @ CONT. FOOTING 8" CMU SEE PLAN FOR REINF. a_ 0 a- Q m :I;= DOWELS TO MATCH VERT. REINF. TYP. U.O.N. CONT. FTG.SEE PLAN. -' CENTERED UNDER/CMU WALL OF COL. & BASE R BASE R W COL a"0 A307 HEX BOLT 8" CMU SEE PLAN FOR REINF. DOWELS TO MATCH VERT.REIN SEE FDN. Fv714 r�F\ FTG. SIZE & REINF. SLAB LAN c -AD FTG. BEYOND. B3 STEMWALL FTG. DETAIL ISOLATED FOOTING @ CONT. 134SCALE: 3/4"=1 '-O" SCALE: 1/2"=1'-O" -2" EXP.JT. MAT'L.CONC. SLAB SEE PLAN ° ° e a a TOP OF FTG. Di -I SEE PLAN AI` A2 CMU @ CONT® FOOTING STEEL COL. '43 POST FTG. rB,3 SF001 A FIN. FL. ROUT 'E ALL STANDING BEFORE ING BASE IT- - F. "F. SEE FTG SCHEDULE w . w W z z J w LO N N J In Q Z � w z U Of cn N 0 O N Q z 0 0 z o Q N W U > O 0 U Q W W N Q zWm0 CD Q Q o O rr-OO W3: w ry 0 N �QW I Qoo -� > U �- ._j I- CN f- CD O Q) W o 1--- Uz V L W4 Q� Q) — rC N N U LL- L� —C U M d_ O L O U 05-02-06 P.I. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: RAW G M H AE JOB NUMBER 9-1019-06 FOUNDATION DETAILS F001 A SHEET NUMBER TY CM U.( DOWELS TO VERTICAL RE 8 -CMU W/ 1 #5 VERT. IN GROUT F TYP. U.O.N. TYP.0 PLAN NORTH f."faim FELL 0WSH/P HALL - BU/LD/NG F FOUNDA TION PLAN SCALE: 1/8" = 1'-0" NOTES: 1. REFER TO ARCH.FLOOR PLAN FOR WALL LOCATIONS & DIMS. 2. REFER TO SHEET NO. S-FO01A FOR FOOTING SECTIONS AND DETAILS 3. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18 4. ALLOWABLE SOIL BEARING CAPACITY= 3,000 PSF ry w w w z J z w in N N _j C14 In Q FOOTING SCHEDULE MARK U SIZE 00 BOTTOM REINF. REMARKS F2.5 2' -6"x2' -6"x1'-0" _N 2-#5 EACH WAY LLJ L1J�wN Q F3.0 3' -0"x3' -0"x1'-0" tzL-:)N W -� Q L,- Q 00 3-#5 EACH WAY w F4.0 4' -0"x4' -0"x1'-0" 6-#4 EACH WAY F5.0 5' -0"x5' -0"x1'-0" 5-#5 EACH WAY F7.5 7' -6"x7' -6"x1'-6" 7-#6 EACH WAY U CD 4-1 F8.0 8' -0"x8' -0"x2'-0" 6-#7 EACH WAY F8.5 8' -6"x8' -6"x2' -O" 7-#7 EACH WAY CF2.0 2'-0""x1'-0"xCONT. 2-#5 CONT. W/#3 @ 16" TRANS. PLAN NORTH f."faim FELL 0WSH/P HALL - BU/LD/NG F FOUNDA TION PLAN SCALE: 1/8" = 1'-0" NOTES: 1. REFER TO ARCH.FLOOR PLAN FOR WALL LOCATIONS & DIMS. 2. REFER TO SHEET NO. S-FO01A FOR FOOTING SECTIONS AND DETAILS 3. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18 4. ALLOWABLE SOIL BEARING CAPACITY= 3,000 PSF ry w w w z J z w in N N _j C14 In Q Elf 2 z6 v fy U N 00 CD N Q z o O ry F -- z O Q _N W LL 0:� CD > O LLJ L1J�wN Q Z 12D 00 w z QQo O ,,_,�af00 tzL-:)N W -� Q L,- Q 00 J�> d U.— = CD U W N w CD O 0 1IL Q� N Cn U U +t U Cj m U C U CD 4-1 Q Ln 0 U 05-02-06 P.I. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: RAW G M H AE JOB NUMBER 9-1019-06 BUILDING F OUNDATION & SLAB PLAN S -F002 SHEET NUMBER '- '� 12'-0" � 13 0I 14'-12» 12'-0" G H 10,- 12' I 1 , 1 I I I 1 L3 Foo UPLIFTRIDGING PER _ l3 S.J.I. TY . 1 EXTEND ,FOIST BOT.CHORD I I B3 - TYP. WH RE INDICATED. -Foo - C3 B2 1 4K3 FOIST -Foo -Foo 1 3 SPgC ol S 6 _ W8X X10 1 ,SHADED AREA INDICAT B4 0,. 18'-0" LOAD MASTER ROOF D CK_ -Foo t OR EQUAL. 8 -CMU W/ 1 1 I T. D LEV. 1-#5 VERT.@ 40" OC. 13'- U, 1 IN GROUT FILLED CELLS TYP. U.O.N. I 562x DOWELS TO MATCH 6,_3„ VERTICAL REINF, cv W12x1 q� 12K1 JOI 2.5VS 1 X 1 QST fq 3 3� , T GIRDER ELEV. 1 I 1 1 g 18'-2-1 SPA 5'-"8-51'- '6 4' 1„ 2,Zr' _ W1Ox15 LOW W1Ox15 L W 7 10x1 1 15 yy x15 0 cy _ _ � C2 W12x19 HI - - - - --- C3 C1 W12x19 HIGH _ W''2xl9 HIGH T 1 3 —1`00 —F00 HIGH _Foo LOW B2 3 -SPAN) o K --BRACE 4Xi BOT. DECK ELEV. LOW ROOF 1 1 -Foo SEE ELEVATION LO 13'-0" TYP.COL.LINE 2 6'S B1 8K10 1 11 S -F006 TYP. A THRU H. & 18'-5" @ HIGH "' -Foo HIGH OPP.HAND ROOF TYP.COL. LINE 2 A I EXTEND JOIST BOT. HORD HIGH Boo 1 o THRU F. TYP. WHERE INDICATED. 1 1 6 C3 5.5 ' -Foo Ln N T 1 X4x- � 4.4- 24K5 // J L22x22"x4" CONT. �� 1 I �, w - ' 1 TYP ALL AROUND.SEE 1 22 GA. PAINTED MEAL o TS1 14 DETAIL B4/S-F004 H ROOF DECK TYP.U.O.N. - `N �s 3.6 cI v' X I I 1 CONT.8x16"BOND o 6�C 18K4 N IR BEAM T/BEAM � _ D ELEV. 13'-4" z 1 1 2.6 T STEEL ELEV. 114K 1 T W 1 9 CN q c� /S gXM 12 - - - - -� - -I co VARIES � ffL -� C14SEE ETAII_ x I co I 1 — — — o SLOPE 2.5 1 14K1 Q Al/S �FOC7 P. N I 4n MB HIGH & LqW c�i I —Fp0 1 BOT. DECK ELEV.= 18'-5" H 1� i I � I ryN I OPP. AND d'� _- / JOIST BRIDGING PER N TYP.COL.LINE A BETWEEN 2&6 III I �t S.J.I. TYP. Y 2.3 14K1 _ s' / z_ III I ADD EXTRA BEAM W1Ox19 III I 4 -10 3 FOLLOWS TOP OF PARAPET ELEV. TYP. III = I LO - 00 W1Ox15 © ELEV. 13'-0" TYP.® RADIUS. III = 1 I o 4K1 was / / W1422 ELEV. VARIES. 00 IIID N 8 SPACES @ 4' 04"=3 '-104" "' V I I I I I o CONT.8x16"BOND BEAM III II 1 HIGH & OW 14K1 I / OP A 4 1 0 2 I T GIRDER ELEV. _ I/ BOT. DECK ELEV. T/BEAM ELEV. 18'-8': I Al B2 N = 23 -4 / = 13'-0" BETWEEN COLLINES 2-6 III YFOO!IN,� 1 ALONG A. 4x2 40W 1 W18x35 OW 1 - 0 _ AAA U-14 G W1 422 IGH / SEE RA EVATION W12x19 Q ,i - CIV - -y - - , , TAG OPN G. 1 i 1 /S -F006 TYP. B2 12K3 - 00 C3 1 OIL T. II Foo = 19'A"OL BOT. DECK D ELEV. „I C10x15. 13,_0„ 5 i - 2 -0 5 -0' ,i /i / B o' TbOP OF A / /� ,/ i -Foo SIM. TYP. U. 0. N. II IN OW) -F o 1 _ I W12x19 �W L2 W14x22 IGH 5'-0" 5' 0" -5'-0" R5'-0" 5 - �- C1 L5x32"x4" 4" CON . SLAB L5x32"x4" C3 -Foo (12" NC N -COMPOSITE 24 GA I I -Foo I 1 METAL DECK w/22" NORMAL WT.CONC. 1 w/6x6W .1 xW2.1 WWF. T/SLAB ELEV.=13'-0" 1 13 -0-4' 12'-0„ 14'-12" 1 12'-0" I 11'-92„ Ilk PLAN NORTH FEL L0WSH/P HALL - BU/LD/NG F ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" NOTES: 1. ALL EXTERIOR WALLS ARE SHEARWALLS. 2. SEE SHEET S -F001 & S-FO01A FOR GENERAL NOTES & TYP CMU DETAILS. 3. SEE SHEET S-1`003 FOR TYP. LINTEL DETAILS. 4. REFER TO ARCH. FLR, PLANS FOR EXACT WALL LOCATIONS & DETAILS. 5. SEE A3 & A4/S-1`004 FOR TYP. ROOF OPENINGS. 6. TYP. JOIST BRIDGING PER S.J.I. 7. SEE SECTION C4/S-F004 FOR OPENINGS ® MECH.FLOOR DECK. 8. ALL EXPOSED STRUCTURE IN THE ® SHADED AREAS. CONTRACTOR TO COMPLY WITH FABRICATION REQUIREMENTS & TOLERANCES OF AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES. 9. PROVIDE CMU/STEEL COLUMN ANCHORS @ 16" OC. WLEDED TO COL. TYP. ALONG COL. LINE A. ALL LINTELS SHALL BE MANUFACTURED BY: CAST -CRETE LINTEL LEDGEND L . w F=GROUT FILLED/U=UNFILLED # OF REBAR IN LINTEL 8" [203] 2-#5 CONT. T. & B n,WcN Q w z LL CD zWm°O W/#3 TIES © 8" 8F8- 18 1 T MIN. BRG. 8" EA. END (MAX. OPNG. SIZE 19'-6") w w W/180O HOOK (ALT) z w NOTE: Ul N REBAR LOCATION B=BOT,T=TOP A FOR EXACT LOCATION OF CD O Q) W o C.Dr1qa_l­_ C-)2: = Q OPENINGS SEE ARCH.❑ Ln NOMINAL HEIGHT 40MINAL WIDTH 7 6#5 CONT 4 L2 MIN. BRG. 8" EA. END (MAX. OPNG. SIZE 10'-8") z o 0 N W/#3 TIES @ 8 OPENING TYP. Q U NOTCH FOR VERTICAL REINFORCING (TYP.) " 8" OR 12" MASONRY W/1800 HOOK (ALT) 8" Cn LINTEL 203 305] DETAIL T T FILL CELLS • +J U %� -91 0( U N W/CONC. CD L3 ❑ MASONRY OPENING MORE THAN 10'-8" N 2-#5 CONT. MIN. BRG. 8" EA. END (MAX. OPNG. SIZE 14'-8") Q z _ "� o N— 0_ O I 8#5 CONT `�' Lj CC H- 8" OR 12" .:: W/#3 TIES @ 8" z OJ N MASONRY OPENING 5'-4" OR LESS 7111 [203] [305] FILL CELLS W/GONG. W/1800 HOOK (ALT) CD > z r1_1 �Elf _ MIN. BRG. 8 EA. END R • � o I � K ROOF DECK ATTACHMENT PATTERN WoU 2-#5 CONT. T. & B n,WcN Q zWm°O W/#3 TIES © 8" 0 Q Q CD 0 MIN. BRG. 8" EA. END (MAX. OPNG. SIZE 19'-6") w w W/180O HOOK (ALT) _ w LLJ> I U DO NOTE: - _J _ =ULJ0Oj �N IN 16" LINTEL BLOC A FOR EXACT LOCATION OF CD O Q) W o C.Dr1qa_l­_ C-)2: OPENINGS SEE ARCH.❑ B MASONRY OPENING MORE THAN 5'-4" 7 NOTE: 4 L2 MIN. BRG. 8" EA. END (MAX. OPNG. SIZE 10'-8") CONT. REINF.TO EXTEND 3 24"BEYOND FACE OF OPENING TYP. NOTCH FOR VERTICAL REINFORCING (TYP.) " >) MASONRY N N Cn LINTEL DETAIL T T �C_0 ) 1 ROOF DECK ATTACHMENT PATTERN � o TYPICAL FASTENER LAYOUT Q � E � 0 DECK U ROOF WoU ATTACHMENT n,WcN Q zWm°O FL4 MASONRY OPENING MORE THAN 14'-8" 0 Q Q CD 0 MIN. BRG. 8" EA. END (MAX. OPNG. SIZE 19'-6") w w NUMBER OF ATTACHMENTS _ w LLJ> I U DO AT ENDS AND INTERMEDIATE SUPPORTS - _J _ =ULJ0Oj �N AT SIDE SEAMS BETWEEN SUPPORTS A CD O Q) W o C.Dr1qa_l­_ C-)2: HIL B 7 4 C SCALE: - 4 3 �Ll " >) N N Cn 36" COVERAGE T T �C_0 ) 1 +J U %� -91 0( U � o TYPICAL FASTENER LAYOUT Q � E � 0 DECK U ROOF DE ATTACHMENT SCHEDULE 36" WIDE DECK NUMBER OF ATTACHMENTS ZONE AT ENDS AND INTERMEDIATE SUPPORTS AT SIDE SEAMS BETWEEN SUPPORTS A 7 6 B 7 4 C 4 3 ROOF DECK ATTACHMENT NOTES: 1. AI IAUHMEN I Al 5UHHORTS SHALL BE WELDS, EXCEPT THAT ATTACHMENT TO STRUCTURAL FRAMES AROUND OPENINGS MAY BE SCREWS; SEE SPECIFICATIONS. 2. ATTACHMENT AT SIDE SEAMS SHALL BE SCREWS; SEE SPECIFICATIONS. 3. ATTACHMENT AT 12" ON CENTER AT SIDE SUPPORTS. 4. ATTACHMENT AT 6" ON CENTER AROUND OPENINGS. 5. MINIMUM END LAP IS 3". 05-02-06 P.I. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: RAW G M H AE JOB NUMBER 9-1019-06 BUILDING F ROOF FRAMIN PLAN S E SHEET NUMBER Of w Li w z C SEE PLAN __j z LnL 2x 2x 4 =� w /—TO PNL. POINT LT.GAGE METAL TRUSS SEE PLAN = J N DOUBLE PLATES OR ANGLES PER DETAIL o/??? CONNECTIONS BY TRUSS MANUF. TYP. z SPLICE CONN. SHALL BE DESIGNED z ULd FOR THE REACTION OF THE DROP 16 FORM OPENING � � M. PER AISC LOAD TABLES 1" e \ 3" STIFF TYP 3/16 VERIFY DECK JU WITH BEFORE MECHANICAL. � SEE PLAN T.O.S. BOT. TRUSS / INSTALLING MECH. DUCTS N PER OSHA REQUIREMENTS. 00 / \ EL. SEE PLAN. C) N Q z 0 0 L 4x 4x 3 4„ PL �^ z_ 0 Q N SUPPORT L AND HANGER ROD STEEL BM > Lj O O TYP. BY REFRIGERATION CONTRACTOR SEE PLAN _ 0 P' 8 METAL DECK W Q � W -COL. SEE PLAN VL6x4A (LLV) z W m 0 NOTE: zQQo O W af � N W VERIFY LOCATION OF STEEL &DIMENSIONS I I I 4" STIFF R (ES) w/ REFRIG. DWGS. & EQUIP. PURCHASED. J Q W Q -J w I I 1 I 4- 4" 0 BOLTS = C-)lW- � N CN I I _ � CD 0 0 w o I CAP R O r4-) (2 1- O z 2 M. HIL 6i N. AM SPLICE JOIST BRACE HANGER ROD BEAM C1 C2 COL_. CONNECTION C� C4 TYP FRAMED OPENING � SCALE: 1"=1 '-p" SCALE: 3/4"=1 '-0" SCALE: 3 4"=1 '-0" SCALE: 3 4"=1 '-O" 0 I--� � r7 N SEOETPLAN CONT. ANGLE � 3 XATPLICE SEE PLAN U CONT. ANGLE -SEE PLAN is 12 3 TYP. s 3 ROOF DECK TYP. 2 is 2 C) TYP. 0 SEE PLAN is 2 3 3 is 2 i1 -� D 16 U� SEE PLAN BRIDGING CLOSURE STRIP _ v AS REQ'D. TOJ � _ ROOF DECK ENT R (BP -1) �� 0 0 L 12x12xt3-66x0'-61, L Q -------------------- TOJ � \` - - SPLICE E J� 0 2„ BENT T_ U 12 L 2x 2x TO CONT. ANGLE 12 PANEL POINT AT SEE PLAN — Ll TOP CHORD OF JOISTS WELDTYP AT 3 3 t SPLICE t BRACE WHERE SHOWN is <EA.END is 2 s is 2 $ 1 ON PLAN (IF REQD.) 1- NOTES: BENT R (BP -1) 1. BRACE BOT FLANGE OF BEAM L 12x12xt3-6x0'-6" WHERE SHOWN ON PLAN 2. PROVIDE -2 0 ERECTION BOLTS IN JOISTS AT/OR is 3 NEAREST COL'S.; LOCATED AT STD.BM. GAGE x 32" JOIST SEAT GAGE 7 CONT. ANGLESPLICE\—A-10 AT 40 + BRIDG NG -BEAM CONN. JOIST -BEAM CONN. JOIST -BEAM CONNSEE PLAN B1 B2 CONT ANGLE SCALE: 1 "= 1 '-0" SCALE: 1 "=1 '-O" SCALE: SCALE: 1 "=1 '-O" B4 EQUIP. OPENING LOCATION Z Z LOCATION SIZE AS REQ'D ROOF EQUIP. 46%, DDITIONAL L 2x 2x 4 WEB a ° SE PLAN FOR EQUIP. PURCH. SEE MECH. DWG. EQ EQ SEE PLAN EMBER READ. IF LOAD O w ALLS AT 6" OR GREATER ``' -' "' _ _ jTT6_ . 3 2 t" ROM PNL. POINTS (150# I -~ R A A is 2 AX) LOAD W/O BRACE) I a"0 SMOOTH 05-02-06 P.I. o c=� A I --- SAFETY BARS I A PIPING HANGERS I @ 8"o.c. MAX. 5,, ' DATE ISSUE/REVISION ' U SMOOTH EQUIP. ETC. I @DECK OP'NG. ; 8 I - - - - - - We hereby expressly SAFETY BARS QLn I I i i i I @ 8"O.C. MAX. I I reserve the property N wC� I --- �' I @ DECK OP'NG L 4x4x4 rights to this drawing TOJ. o- I oz and it is not to be oL O I I -_------- z reproduced, copied in w _ _ _ _ v g any format or manner O w whatsoever without first O w JOIST SPACING �7JOISTSACING JOIST obtaining our express written Permission and Z SEE PLAN SEE PLAN Z consent. LLJ SUPPORT FRAME PLAN 1" PAST , JOIST SPACING 11L 0 DRAWN BY: CHECKED BY: EQUIP. CURB JST. q TYP. SEE PLAN RAW GMH SEE MECH. I CUT DECK ONLY AT I AE JOB NUMBER �_______-_ CURB & DUCT OP�NG___ OPENING FRAME PLAN - - - 1" PAST 1 TYP. L1 61 6 L 2x 2x IJOIST OR is a�11-6 DECK SUPPORT is 2 ROOF SKYLITDRAIN T OPENING CH OR i ST.� TYP. 9-1019-06 BRACE (MIN.) JOIST GIRDER 6 , ----- - -- SIZE AS REQ'D FOR L 4x4 3 TYP EQUIP. PURCHASED s TYP. is 2 T6 ,6 1 �------------- BUILDING F PIPING HANGERS, NOTES: EQUIP. ETC. i i r • —g 1 2- 6 1. BRACE JOIST GIRDER BOT. 3. BRACE ON BOTH SIDE IF ROOF FRAMING CHORD WHERE SHOWN ON REQ'D. FOR UPLIFT PER 1 1 1 L4x4x' FRAME TO SEE SECT. XX L12x1 2x4 4 N TE. 3" ; i IF BRACE DETAILS PLAN & AS REQ'D. FOR UPLIFT SHOP DWGS. MATCH INSIDE DIMS. S -XXX AROUND OP NG FAMES REQ'D AT ALL s IS REQ'D. PER SHOP DRAWINGS z JL OF EQUIP. CURB ROOF DRAINS AND 2. PROVIDE 2"0 ERECTION BOLTS SEE SECT. XX DUCT OPNG. SIZE/LOCATION 0 ENINGS GREATER I I 3 TYP• IN JOISTS AT COLS. IF BRACE S -XXX AS REQ'D FOR EQUIP. PURCHASED THAN 8"SQ. I I is IS REQ'D. SECTION A -A -41L SECTION A -A �J JOIST -GIRDER CONN. JOIST BRACE AT CONC. A� LOAD ROOF EQUIP. SUPPORT FRAME ROOF FRAME Al A2 S -F004 SCALE•S -_ _ A 4 ' C SHEET NUMBER DETAIL IS THE SAME FOR PARAPET —n �uu� 3 2 3 2 Fl is TOJ 4"x4"8"x PLATE BOND BEAM w/2- #5 CONT - CONT. L OR POUR STOP. SEE PLAN SEE PLAN FOR VERT. REINF. JOIST—CMU WALL CONN SCALE CONC. BRICK GROUT AS RE CONC. 2 BOND BM.x 4' w/2-#5 EA. T./ 8" C.M.U. SEE PLAN FOR REINF. 4-" 3 V 16 DECK CLOSURE AS REQ'D. - ROOF DECK 8"x16" CONT.E w/(2)#5 T&B 8" CMU WALL SEE PLAN FOR JOIST GIRDER OOF DEAD 3 APPLIED Ux-rx8 AU -o uvrvv C1 JOIST GIRDER TO COL. CONN.. SCALE: DETAIL IS THE SAME FOR PARAPET —F1 N31" �uu� 3 2 f�i --ORM T6 METAL DECK CONT. ANGLE1 11 OL FIN. FL. SEE PLAN SEE PLAN. i CONT. L5x3xls" LLH. w/2"0 EXP. BOLT Ca? 16"OC. INTO GROUT FILLED CELLS. - - BOND BEAM = - w/2- #5 CONT. - - CONT. L OR POUR STOP. SEE PLAN 4%4"8"x PLA SEE PLAN FOR VERT. REINF. 3 V 1s DECK CLOSURE AS REQ'D. --ROOF DECK A TO. J T.O.J. FILLED COURSE & U-BLK. w/2- #5. STEP AS REQ'D. ONT. L SEE PLAN 3 V 2 16 L 4x 4x 4x 0'-8" ® 4'-0" w/2— 2"0 EXP. BOLTS ® 6" GA w/MIN. EMBEDMENT ROOF OR FLOOR DECK s .it . BRIDGING CONC. B a V 1 8" BOND B L 3x w/2-#5 C( _L 4x 0'-6" (DEPTH VAF w/2- 2"0 EXP. BOLTS 3" GA w/MIN. EMBEDMENT 8" C.M.U. SEE PLAN FOR REINF l nNT I CONT. L—CMU 8c BRDG. CONN. BEAM — CMU WALL CONN C2 (FLOOR OR ROOF) C� SCALE: 3/4"=1 '-0" SCAL E.FX� 3 16 COL. COL. CONT. L PER PLAN W/ a"0 HOLES ® 9"OC GIRT PER A FRAMING ELEVATIONS —L 4x 4x 4 COPE OUSTANDING LEG AS REQ'D. TO CLEAR GIRT FLANGES SECT A -A „ 0 OLTS TYP. R PLAN SEE PLAN. SET L IN LINE WITH GIRT BELOW 3 EAM GIRT PER FRAMI ELEVATION I 2" ROOF DECK T� DS C4 1 ,—n„ s"0 SAG ROD SPACE PER FRAMING ELEVATIONS NUT & WASHER E.S. OF GIRT FLOOR BEAM—CMU WALL CONN JOIST—CMU WALL CONN CRT TO WF—COL. CONN. . GRT S — — B1 g2 AG ROD @CHANNEL GIRT B� B4 SCALE: 3 4"=1 '-0" SCALE: 3 4"=1 '-0" SCALE: 1 "=1 '-O" SCALE: 1/2"=l' -O" BENT R 4"x5"x1'-0" SEE P LAN 5 -6" DBA ® 24" O.C. 'LOSURE FIN. FL. SEE PLAN DSITE FLOOR DECK BEAM I -EDGE OF SLAB BEAM SEE PLAN WINDOW WALL SUPPORT C1 ALE: 1 "_ 1 '—n" L NOTE: FOR ADDITIONAL INFORMATION A2 NOT SHOWN SEE DETAIL —Fo0 A2 WINDOW HEAD DETAIL & SUSPENSION ANGLES 0"o.c. MAX. TO JOIST FYP. SOD NAILER HEAD PAN T/J 01ST ST 'P. ,ri uL_mvi jLL rLAN A3 JOIST/DECK DIRECTION CHANGE 1 "=1 '-0" SCALE: 1 1 "' s. H1 w . w w z N 0 N CL U U a� -� U U m U +_ 0 0 E L 0 J w z w N _ __j Q N O Z Q z U uj cr G ElfN 00 CD N 05-02-06 P.I. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing Q z CHECKED BY: RAW G M H O 9-1019-06 U z O Q S FO 05 N �> o �cl!�=� C� U LLJ wtzWN 00 Q M z W Q Q o � O w 00 J I L > Q 00 r- — = _jCD U LLJ _U N 1 — z CD r1r) W 7 1 "' s. H1 4 P N EJ i N P - () N 0 N CL U U a� -� U U m U +_ 0 0 E L 0 U 05-02-06 P.I. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: RAW G M H AE JOB NUMBER 9-1019-06 BUILDING F ROOF FRAMING DETAILS S FO 05 SHEET NUMBER 0 ®.m 8" STIFF PLATE BASE PLATE SEE PLAN 9 TO © ROOF I L,��SE�E PLAN I •>�-I T/FTG. ELEV. I I SEE PLAN. ELEVATION 1 K -BRACING ON GRID 2 & 6 SCALE: 1/4"=l' -O" COL. I FYP. NOTE: PROVIDE OVERSIZE SLAB ISOLATION JOINTS AT COLS. w/BRACING CONN. TO BASE WF n TOS © ROO VARIES SEE PL ot T.O.S. SEE PLAN SEE PLAN j W -BM . w w z r 4\\ >) • — r� N N J J_ _ I SEE PLAN J Q (00 j � U qN I ElfN I kX- ro �ti1 I 00 A2 K -BRACE j -Foo D� WT 4x9 W -BM II U Z � 0 __ - ----------------------------------------------- ------ 4 T -- ----- -_ h LOW ROOF -- w LL- Elf 0 reserve the property rights to this drawing � U reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. /\ �% 7 .. SEE PLAN ... GMH W -BM j \ •�•..... 9-1019-06 zQQo BRACING LL 0 DETAILS I -1 / \ I 0 U % UW0) �N ZD 61 U I G i s� '\����� o �1 i � / c,1 K -BRACE or- \' J C I WT 6x 13 I / Al –F00 I /\ ----- --- -------------------------------------------------- FIN. FL. K -BRACE\ SEE PLAN •>�-I T/FTG. ELEV. I I SEE PLAN. ELEVATION 1 K -BRACING ON GRID 2 & 6 SCALE: 1/4"=l' -O" COL. I FYP. NOTE: PROVIDE OVERSIZE SLAB ISOLATION JOINTS AT COLS. w/BRACING CONN. TO BASE WF n TOS © ROO VARIES SEE PL ot T.O.S. SEE PLAN SEE PLAN T.O.S. ELEV. VARIES SEE PLAN LOW ROOF -- SEE PLAN --- ----------------------------------------------------- - - -:---- -A FIN. FL. - SEE PLAN T/FTG. ELEV. 1 SEE PLAN. ELEVATION 2 - K -BRACING ON RADIUS SCALE: 1/4"=l' -O" METAL DECK SEE PLAN. JOIST — SEE PLAN. W -BEAM - SEE PLAN. PROVIDE 2-1"x2-1" 2KICKERS --� TO W -BEAM BOT.FLANGE TYP. WHERE INDICATED ON PLAN. EE T/STEEL ELEV. TION CONT. 22"x22 ANGLE. W -BEAM SEE PLAN. i 4" 1 T/PARAPET ELEV. VARIES I W -BEAM COL. BEYOND SEE PLAN. 4" Ak, T/JOIST ELEV. VARIES CONT. 22"x22" ANGLE. W -BEAM SEE PLAN. /METAL DECK ! SEE PLAN. JOIST SEE PLAN. PROVIDE 22"x22" KICKERS TO W -BEAM BOT.FLANGE TYP. WHERE INDICATED ON PLAN. 8"x16" CONT.BOND BEAM w/(2)#5 T&B SEE PLAN. fYP. DL PLAN. "x4" .SIDE g"x4"WIDEx8" LONG BOND BEAM 21"0 EXP.ANCHORS EMBED. BRACING CONN. @ COL.BASE PL K -BRACE CONN. TO BEAM /COL. SECTION @ Al BEAM//COL. RAISED ROOF TYP. CMU WALL TO SCALE: - S >_ A W— FLANGE COL. A 4 C —SCALE: j W -BM . w w z r 4\\ >) • — r� N N J J_ _ I SEE PLAN J Q j � U qN I ElfN I 00 ^ N I W -BM 0 U Z � 0 Q 05-02-06 N SEE PLAN w LL- Elf 0 reserve the property rights to this drawing � U reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. j LLJ N Q GMH AE JOB NUMBER 9-1019-06 zQQo BRACING LL 0 DETAILS I -1 —1QW j 0 U % UW0) �N \ >Ir I K -BRACE\ I A2 -F00 WT 4x9 o• -- I -� ---------------------------------------------------- j T — ------ I W -BM �•..... .. I SEE PLAN / \ i \ I I / \ I I � / I I 661, K -BRACE 00 WT 6x`13 / \ I \ j Al –F00 T.O.S. ELEV. VARIES SEE PLAN LOW ROOF -- SEE PLAN --- ----------------------------------------------------- - - -:---- -A FIN. FL. - SEE PLAN T/FTG. ELEV. 1 SEE PLAN. ELEVATION 2 - K -BRACING ON RADIUS SCALE: 1/4"=l' -O" METAL DECK SEE PLAN. JOIST — SEE PLAN. W -BEAM - SEE PLAN. PROVIDE 2-1"x2-1" 2KICKERS --� TO W -BEAM BOT.FLANGE TYP. WHERE INDICATED ON PLAN. EE T/STEEL ELEV. TION CONT. 22"x22 ANGLE. W -BEAM SEE PLAN. i 4" 1 T/PARAPET ELEV. VARIES I W -BEAM COL. BEYOND SEE PLAN. 4" Ak, T/JOIST ELEV. VARIES CONT. 22"x22" ANGLE. W -BEAM SEE PLAN. /METAL DECK ! SEE PLAN. JOIST SEE PLAN. PROVIDE 22"x22" KICKERS TO W -BEAM BOT.FLANGE TYP. WHERE INDICATED ON PLAN. 8"x16" CONT.BOND BEAM w/(2)#5 T&B SEE PLAN. fYP. DL PLAN. "x4" .SIDE g"x4"WIDEx8" LONG BOND BEAM 21"0 EXP.ANCHORS EMBED. BRACING CONN. @ COL.BASE PL K -BRACE CONN. TO BEAM /COL. SECTION @ Al BEAM//COL. RAISED ROOF TYP. CMU WALL TO SCALE: - S >_ A W— FLANGE COL. A 4 C —SCALE: N CN CN 6 Z 6 w �r'7Z_ CC. ���Q) Uz ry w . w w z r 4\\ >) • — r� N N J J_ z w = . J Q Q Z � U E ElfN 00 O N 0 0 U Z � 0 Q 05-02-06 N 0> w LL- Elf 0 reserve the property rights to this drawing � U reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. LLJ LL LLJ N Q GMH AE JOB NUMBER 9-1019-06 zQQo BRACING LL 0 DETAILS 00 NL � C) N -1 —1QW 1 J > d 0 U =CD UW0) �N N CN CN 6 Z 6 w �r'7Z_ CC. ���Q) Uz HIL 4\\ >) • — r� N N W �J U LL- C) f U u� m U n 0 D4- E Ln a 0 U 05-02-06 P.I. DATE ISSUE/REVISION We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent. DRAWN BY: CHECKED BY: RAW GMH AE JOB NUMBER 9-1019-06 BUILDING F BRACING ELEVATIONS 8c DETAILS S -F006 SHEET NUMBER I DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN - CLEANOUT PITCH DOWN TOWARD DRAIN- CLEANOUT..., RAINCLEANOUT. ` TO FUNNEL FLOOR DRAIN AHU III 2" MORE THAN THE STATIC PRESSURE DIFFERENTIAL ACROSS THE SUPPLY FAN. AIR HANDLING UNIT DRAIN TRAP ri MECHANICAL SPECIFICATIONS CLAMP NEOPRENE SLEEVE TO NEGK OF AIR DEVICE OR SPIN -IN BENEATH THE IN15ULATIONI OF FLEXIBLE DUCT INSULATED FLEXIBLE DUCT ­_ INSULATE BAGK OF DIFFUSER - CEILING SUPPORT FAN FRC FACTORY MOUNTE[ 'SPIN -IN W/VOLUME BRACKETS DAMPER � AIR SCOOP NOTE: WHEN RUNOUT LENGTH EXCEEDS 10 FEET, U5E METAL DUGT TO LIMIT FLEX TO 10'-0" IN LENGTH. SUPPLY DIFFUSER DETAIL NOT TO SCALE PART I - GENERAL 1.1 GENERAL A. PROVIDE ALL MATERIALS AND LABOR REQUIRED FOR COMPLETE AND OPERABLE HVAC SYSTEM B. MEET THE REQUIREMENTS OF THE FLORIDA MECHANICAL CODE, NFPA, AND LOCAL BUILDING INSPECTORS. DUGTWORK SHALL MEET 5MAGNA HVAC DUCT CONSTRUCTION STANDARDS. AIR CONDITIONING UNITS SHALL BE ARI -RATED AND UL LISTED. G. THE CONTRACTOR SHALL PROVIDE A ONE-YEAR WRITTEN GUARANTEE FOR ALL MATERIALS AND LABOR FROM THE DATE OF SUBSTANTIAL COMPLETION. GUARANTEE SHALL COVER ALL LABOR AND MATERIALS TO REPLACE DEFECTIVE MATERIALS AND TO EN5URE PROPER OPERATION OF ALL SYSTEMS. 1.2 COORDINATION A. COORDINATE CONSTRUCTION SEQUENCE WITH THE OWNER'S REPRESENTATIVE. B. COORDINATE DUGT AND PIPE LOCATIONS AND GLEARANGE5 WITH THE BUILDING CONDITIONS AND OTHER TRADES. ADJUST DUGT SIZES AND LOGATION5 TO AVOID CONFLICTS. OBTAIN APPROVAL OF CHANGES FROM THE ENGINEER. CHANGES SHALL BE MADE WITHOUT ADDITIONAL COST. 1.3 SCOPE OF WORK A. PROVIDE ALL REFRIGERANT PIPING, FITTINGS, VALVES, AND ACCESSORIES. INSTALL, EVACUATE, INSULATE AND TEST A5 SPECIFIED. B. PROVIDE ALL DUCTWORK, FLEXIBLE DUCTS, DIFFUSERS AND REGISTERS, CONTROL DAMPERS, EXHAUST FANS, INTAKE HOODS, AND ELEGTRIG HEATERS. INSULATE DUGTWOR, AS SPECIFIED. G. PROVIDE ALL CONTROL5, CONTROL WIRING, AND INTERLOCK WIRING REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM. D. TEST AND BALANCE THE SYSTEM. SUBMIT TO THE ENGINEER FOR APPROVAL. E. PROVIDE PROJECT CLO5E-OUT DOCUMENTS AND TRAINING AS SPECIFIED. F. CUTTING AND PATCHING FOR ALL MECHANICAL WORK SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. COORDINATE REQUIREMENTS AND OBTAIN APPROVAL FROM THE OWNER BEFORE GUTTING AND PATCHING. G. OBTAIN AND PAY FOR ALL MECHANICAL PERMITS, FEES, AND IN5PEGTION5. 1.4 SHOP DRAWINGS A. SUBMIT SHOP DRAWINGS FOR ALL EQUIPMENT AND MATERIALS FURNISHED UNDER TH15 CONTRACT INCLUDING DUCTWORK AND REFRIGERATION PIPING LAYOUTS. B. SUBMITTALS SHALL INGLUDE WIRING DIAGRAMS, CAPACITIES, DIMEN510N5 WEIGHT, AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. CEILING NOTE FOR METAL ROOF DECKS: 51-15PEND FROM STRUCTURAL 51 -EEL OR PROVIDE MISCELLANEOUS STEEL TO SPAN BETWEEN STRUCTURAL STEEL ELEMENTS. BEAM CLAMP SUPPORT UNIT FROM BOTTOM OF TRU55E5. MAXIMUM WEIGHT PER SUPPORT ROD: 9 POUNDS. FLEXIBLE CONNECTOR WITH GROUND 5TRAP (TYPICAL) HVAC GENERAL NOTES I. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUGT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. 2. VERIFY INSTALLED STRUCTURE PRIOR TO FABRIGATION OF DUCTWORK AND THE HANGING OF EXHAUST FANS AMC) DUCTWORK. COORDINATE ALL DUCTWORK WITH ATTIC, SPACE. DUCTWORK 15 ROUTED IN ATTIC. 3. SEE SPECIFICATIONS FOR BRACING REQUIREMENTS OF DUCTWORK. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 4. REUSE EXISTING THERMOSTAT. 5. ALL EQUIPMENT, PIPING, AND DUCTWORK SHALL BE SUPPORTED A5 DETAILED AND SPECIFIED. ADDITIONAL SUPPORTS SHALL BE PROVIDED AS REQUIRED TO PROVIDE A VIBRATION FREE INSTALLATION. 6. INSULATE THE BACKS OF EACH RETURN REGISTER AND SUPPLY DIFFUSER WITH A 2" THICK DUCTW12AP INSULATION. MINIMUM 12 -VALUE - R-7. TRAN5ITION A5 REQUIRED 7. FLEXIBLE DUCT CONNECTING MAIN DUCT TO SUPPLY DIFFU5ER SHALL NOT EXCEED 10 FEET IN LENGTH. IF THE D15TANCE EXCEEDS TH15 LIMIT, AN INSULATED METAL DUCT OF REQUIRED LENGTH AND EQUAL DIAMETER SHALL BE INSTALLED WITH AIR SCOOP AND DAMPER AT MAIN DUCT TO REDUCE FLEXIBLE DUCT TO A MAXIMUM LENGTH OF 10 FEET. THE FLEXIBLE DUCT SHALL BE UL 181 RATED. 1/4" THICK NEOPRENE WA5HER5 SECURED WITH STEEL WA5HER5 t NUT5 ON BOTH 51DE5 OF EACH MOUNTING BRACKET (TYPICAL OF 4) DO NOT SUPPORT FAN FROM CEILING CABINET FAN MOUNTING DETAIL NOT TO SCALE PART 2 - PRODUCTS 2.1 DUCTWORK A. CONSTRUCTION: GALVANIZED DUCTWORK PER 5MAGNA I" W.G. DUCT REINFORCEMENT. REINFORCEMENT JOINTS, CLOSURES, AND 5EAM5 A5 REQUIRED BY 5MAGNA. B. HANGERS: SUPPORT FROM THE BUILDING STRUCTURE. DUCT HANGERS SHALL CONFORM TO 5MAGNA TABLE 4-4 U51NG STRAPS AT 8 FEET MAXIMUM )PAGING. DO NOT HANG FROM METAL DEGK. G. FITTIN65: PROVIDE: 1.5 RADIUS TURN ELBOWS. PROVIDE TURNING VANES FOR ALL SQUARE TURNS PER 5MAGNA FIG. 2-4. D. SEALANT. SEAL ALL JOINTS AND SEAMS WITH UL 181 GLA55 I RATED SEALANT. INTERIOR DUGT SEALANT SHALL BE HARDGA5T IRON GRIP 4601 OR AN APPROVED SUBSTITUTE. E. AHU FLEXIBLE GONNECTOR5 SHALL BE EQUAL TO ELLEN "FLAMEGUARD" WITH 3" FABRIC WIDTH AND TWO 3" WIDE 24 GAUGE GALVANIZED METAL CRIMPED CONTINUOUSLY TO THE FABRIC. F. FLEXIBLE DUGT5 SHALL BE FACTORY INSULATED WITH I" THIGK F15ERGLA55 INSULATION FACED WITH REINFORCED FOIL VAPOR BARRIER. USE METAL 5TRAP5 WITH 5TAINLE55 STEEL GAM -TYPE FASTENERS. G. DUCT 51ZE5 51­10W�J ARE CLEAR INSIDE DIMENSIONS FOR AIRFLOW. ALLOW FOR DUCT LINER A5 REQUIRED. 2.2 DIFFUSERS AND REGI5TER5 A. AIR OUTLETS SHALL BE EQUAL TO TITUS MODELS A5 SCHEDULED. B. ACCEPTABLE SUBSTITUTE MANUFACTURERS: ANEM05TAT, BARBER-COLMAN, CARNES, KRUEGER, AND METALAIRE. G. INDICATED SIZES ARE NOMINAL NECK DIMENSIONS. 2.3 REFRIGERANT PIPING A. PIPING SHALL BE ASTM 888 TYPE L OR AGR HARD OR SOFT COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER. JOINTS SHALL BE BRAZED WITH AW5 CLASSIFIED BAG 1 OR BAG 2 SILVER BRAZING FILLERS. FOLLOW COPPER DEVELOPMENT HANDBOOK FOR PROPER CLEANING, FLUXING AND BRAZING PROCEDURE. B. LEAK TEST ALL PIPING A 50 P516 BEFORE CONGEALING. GHEGK ALL FITTINGS AND JOINTS. G. PIPING SHALL BE 51ZED BY THE EQUIPMENT MANUFACTURER TO YIELD GAPAGITIE5 SPECIFIED. 2.5 CONDENSATE DRAIN PIPING A. PIPING SHALL BE PVG. PROVIDE DRAINAGE FITTING5 AND PIPE GLEANOUT PLUG5 AT EVERY 90 DEGREE BEND. B. RUN PIPING AT 1/4' PITCH PER FOOT AND PROVIDE A 2" AIR CAP OF OVER MOP SINK. SUPPORT A5 SPECIFIED IN 2.5 6 ABOVE. 2.6 INSULATION A. ALL INTERIOR IN51JL.ATION SHALL HAVE THERMAL CONDUCTIVITY OF 0.27 OR LESS. VAPOR BARRIER PERM RATING SHALL NOT EXCEED 0.10 PERMS/INCH. INSULATION SHALL HAVE MINIMUM R OF 6. B. EXTERIOR INSULATION SHALL BE COMPLETELY COVERED WITH WEATHERPROOF JACKET INCLUDING FITTINGS AND VALVES. EXTERIOR INSULATION SHALL HAS/E 50ME PERM AND CONDUCTIVITY RATING AS A50VE BUT DOES NOT NEED FLAME SPREAD AND SMOKE DEVELOPED RATING. G. INSULATION MINIMUP)I THIGKNE55 SHALL BE A5 FOLLOWS: 5ERVICE THIGKNE55 MANUFACTURER GONDEPJ5ATE DRAINS 3/4" ARMAFLEX OR RUBATEX DUCTWORK 1 1/2" CERTAINTEED OR KNAUF REFRIGERANT 1" ARMAFLEX OR RUBATEX 5UGTION E LIQUID '4' M-002 8. PROVIDE SPIN -IN GONE WITH LOCKING DAMPER AT EACH FLEXIBLE DUCT RUN OUT CONNECTING SUPPLY DUCT TO DIFFUSER. 9. GO -ORDINATE WITH ALL TRADES INVOLVED. PROVIDE OFFSETS AND TRAN5ITION5 AROUND OBSTRUCTIONS AT NO ADDITIONAL COST TO THE OWNER. 10. REFER TO TYPICAL DETAILS FOR INSTALLATION OF EQUIPMENT. I I. REFRIGERANT PIPE 15 SIZED IN ACCORDANCE WITH THE MANUFAGTURE05 AND A5HRAE'5 RECOMMENDATIONS FOR THE EQUIPMENT SPECIFIED. LINE SIZES FOR ALTERNATE EQUIPMENT SHALL BE 51ZED 5UGH THAT MAXIMUM LINE LOSS 15 1 DEGREE F. 12. GONDEN5ATE DRAIN SHALL BE TYPE "L" HARD DRAWN COPPER OR PVC WITH WROUGHT COPPER OR PVC, FITTINGS. CONDENSATE TRAP DEPTH SHALL EQUAL THE STATIC PRE55URE ACROSS FAN PLUS 2. 13. ALL FINISHES DAMAGED OR REMOVED FOR THE INSTALLATION OF WORK SHALL BE REPLACED TO MATGH ADJACENT FIN15HE5. 14. LOAD CALCULATIONS ARE BA5ED ON TRANE TRACE COMPUTER PROGRAM. ALL OUTSIDE AIR GALGULATION5 ARE BASED ON A51HRAE 62-2001. 15. OUTDOOR DESIGN AMBIENT FOR ALL EQUIPMENT 15 94 PEGS. F.dB/ 77 PEGS. FwB IN SUMMER AND 28 PEGS. F. IN THE WINTER. 2.7 EQUIPMENT A. PROVIDE ALL EQUIPMENT, ACCESSORIES, AND MATERIALS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM. B. INSTALL ALL EQUIPMENT ACCORDING TO MANUFACTURER'S INSTRUCTIONS. A5515T WITH FACTORY START-UP AND GHEGK-OUT OF EACH SYSTEM G. AIR HANDLING UNIT. MOUNT ON EXISTING PLENUM BOX. 2.8 CONTROLS A. PROVIDE TEMPERATURE CONTROLS, INTERLOCK WIRING AND CONTROL WIRING FOR COMPLETE OPERATING SYSTEMS. EXTERIOR WIRING SHALL BE INSTALLED IN RIGID METAL CONDUIT AND ELECTRICAL BOXES MEETING THE ELECTRICAL SPECIFICATIONS. LOW VOLTAGE WIRING SHALL BE MULTIPLE CONDUCTOR PLENUM RATED GABLE WITH INSULATED 416 AWG COPPER CONDUCTORS. B. PROVIDE UL LISTED SMOKE DETECTORS FOR AIR HANDLING SYSTEMS. UNITS SHALL BE IN COMPLIANCE WITH NFPA AND UL. PROVIDE WITH IONIZATION TYPE DETECTOR AND AIR 5AMPLING CHAMBER WITH SAMPLING TUBES EXTENDING THROUGH THE WIDTH OF THE AIR DUGT. PROVIDE ALARM 5TATU5 INDICATING LIGHTS VISIBLE ON FRONT OF DETECTOR. 2.9 EXHAUST FANS A. PROVIDE EXHAUST FAN5 A5 SHOWN ON THE PLANS. AGGEPTABLE MANUFACTURERS ARE: ACME, COOK, GREENHECK, JENN-AIRF, AND PENN. PART 3 - EXECUTION 3.1 BALANCE AND TESTING A. THE CONTRACTOR SHALL BALANCE THE AIR SYSTEMS TO DELIVER THE QUANTITIES SHOWN WITHIN 100 TO 105%. B. RECORD AIR QUANTITIES FOR DESIGN, INITIAL AND FINAL FOR EACH SUPPLY AND RETURN REGISTER/DIFFUSER. C. RECORD AIR CONDITIONING UNIT INLET AIR DB AND WB, DISCHARGE DB AND WB, VOLTS, AMPS ON EACH LEG, REFRIGERANT SUCTION, PRE55URE AND TEMPERATURE, LIQUID PRE55URE AND TEMPERATURE. D. ADJUST AIR THROWS OF THE SUPPLY GRILLE5/DIFFU5ER5 TO YIELD EVEN AIR P15TRIBUTION THOUGHOUT THE SPACE. E. SUBMIT BALANCING REPORT FOR APPROVAL BEFORE FINAL INSPECTION. 3.2 PROJECT COMPLETION A. PROVIDE A5 BUILT DRAWINGS BEFORE FINAL IN5PEGTION. USE ONE CLEAN SET OF PRINTS AND MARK ANY CHANGES IN RED INK. SHOW LOGATION5 OF PIPE AND VALVES. B. SUBMIT BALANCING REPORT PRIOR TO THE FINAL IN5PEGTION. C. OPERATE EACH AIR CONDITIONING UNIT AND GHEGK OPERATING MODES. CALIBRATE THERMOSTATS. CHECK EXHAUST FAN OPERATION. D. INSTALL A NEW SET OF AIR FILTER5 AT FINAL INSPECTION. E. SUBMIT 3 COMPLETE 5ET5 OF MAINTENANCE MANUALS IN A L005E LEAF BINDER WITH TABS AND INDEX. MANUALS SHALL INCLUDE ALL SHOP DRAWINGS, WIRING DIAGRAMS, SPARE PARTS LIST, AND MANUFACTURER MAINTENANCE INSTRUCTIONS FOR TYPE OF EQUIPMENT INCLUDED ON TH15 CONTRACT. F. PROVIDE 4 HOURS OF TRAINING GIVEN BY THE MECHANICAL CONTRACTOR TO THE OWNER. EACH SYSTEM SHALL BE DEMONSTRATED ON HOW TO OPERATE SAFETIES, ALARMS, EMERGENGE PROGEDURE5, AND ADJUSTMENTS. OBTAIN A WRITTEN 51GN-OFF MEMO FROM THE OWNER AND DELIVER IT TO THE OWNER. COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL Gina M. Hill, RE 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 FL LLC NO. 52225 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 FL COA #7088 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #'25911 FL PE #59813 NO. I REVISION/ISSUE I DATE HVAC DETAILS NOTES 8 SPECIFICATIONS 100% Construction Documents ROJ017 8NO.I DWN' BY I AS SCALE I 5-23-06 DATE M-002 NOTE: AHU-2 t AHU-3 TO 51T ON 24" HIGH MIXING BOX. 5TOR. Partial Plan at AHU=2 & AHU-3 5GALE: 1/4" = 1'-0" APPROXIMATELY 9'-0" A.F.F. 14x 16 OUT5IDE AIR DUGT� EXI5TING LOUVER PROVIDE 6" DEEP PLENUM Partial Plan at AHU=2 & AHUm3 5GALE: 1/4" = 1'-0" AT ROOF Q-2 LU-3- 0I 5EE ENLARGED 0 _ _ PLAN5 MaLf _ _ _ _ I ELEC. AHU_2 ERV -3 AHU-3 I I I I 001 I I I I I f I I I I I I I I I I I N 1 1 I X N 20x20 DWN 18x 16 DWN 16x8 " N 15x 15 co8"d� 5TOR. 550 �0-4 N 280-4XII/E N CHOIR X 5TOR. III A B N A 8"0 113 280-4 280-4 II II PROVIDE A 15x 15 WALLGAP i i N 550 I I _ COVD• (TYP.)4m X 16x8 i WALKWAY EF -1 30 ° 126 COMM' 0 5TOR. STOR. 5TOR.711-X 107 8 109 114 115 TOILET N D 75 108 — ICS' ENTRY 2 x6 U0NDERGLI _ iN 116 G DOOR 8x6 I _ dj I ° STORAGE '-- 106A TOR 1068 X 8x8 p8X8 N 30-4 200 I I x8 8x8 12x12 420 230 I I A — OFFICE # 1240 -q -q A,B,,�� 106 `fl i i 200-4 II TOR. PARLOR FEET 11118-J 0 TE I II I —' x10IOx10 IO 8x8 10"m .5TOR. A 355_4 � i " 119 I 12010E #2 � 8x8 210 0 ❑ PA5TOORR #1 STORAGE i i I I X A 8"m 105 105A i �5TORAGE II 120A STORAGE X 122A IOxI00x10 �_ ____y I__ 320 i i I Ox 10 0 TETI PA5TOORR 42 E I—Ox I0 �A�10"� i 122 v 320 P/340-4 WORK � II ROOM `o 5TOR. cv X I 104 121 N A�323 D-4 EF -I ° --- x8 8x8 OFFICE Co TOILET 5"m VJ 220 MO F-M-I=�, 75" 0 124 ==-- o o TO AH -2 UNDERCUT DOOR 3/4" 0 K:J300-4 I I I I PASTOR 125 I 5TORAGE 2 B A.I A HVAC = FLOOR PLAN, 5GALE: 1/8" = 1'-0" KEY PLAN COMMUNITY PRESBYTERIAN CHURCH I CLIENT I Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. do FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 -7 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 NO. I REVISION/ISSUE I DATE Bldg. C ADMINISTRATION HVAC FLOOR PLAN 100% Construction Documents 00050817 REIT! AS SHOWN F523-06 PROJ. NO. DWN BY SCALETE M -C100 WALL LAVATORY TRAP PRIMER EQUAL TO ZURN Z-102 COLD WATER SUPPLY OT SHUT-OFF VALVE (KEY OPERATED) FLOOR DRAIN OR HUB DRAI FLOOR TRAP PRIMER DETAIL. NOT TO SCALE STACK CAP STORM COLLAR --\ ROOF SUPPORT W/ VENT FLASHING SEE ARCH. SEE STRUCTURAL \OVIDE BRACING AND EXPANSION )MPENSATION AS RECOMMENDED ' STACK MANUFACTURER. T&P RELIEF VALVE - RELIEF PIPING TO BOVE FLOOR DRAIN. 1IDE INSECT SCREEN. 6" GALV. - FLUE STACK. 3/4' El 24"ABOVE ROOF (MINIMUM) PROVIDE TWO 5"0 CPVC GOOSENECKS T&P RE RUN RELIEF PIPING 2" ABOVE FLOOR D PROVIDE INSECT SC NOTE: INSTALLATION, CLEAR- ANCE AND STACK SUPPORT SHALL CONFORM TO MFG'S INSTRUCTIONS. POTABLE WATER EXPANSION TANK SIMILAR TO WATTS MODEL NO. DET -5 VACUUM RELG� VALVE IMUMMILI NOTE: GOOSENECKS SHALL TERMINATE AT 12"BELOW ROOF AND 12"AFF TE VALVE GAS WATER HEATER DETAIL NOT TO SCALE PLUMBING BASIS OF DESIGN WC - 1 WATER CLOSET (FLOOR MOUNTED, FLUSH TANK, PRESSURE ASSISTED, HANDICAPPED) EWC-1 ELECTRIC WATER COOLER (RECESSED IN WALL, BI -LEVEL) OASIS CORPORATION MODEL PLUMBING FIXTURE CONNECTIONS SCHEDULE FRONT, CHURCH 9500C WHITE SOLID PLASTIC SEAT. PROVIDE ANGLE SUPPLY WITH ARCHITECTURAL DRAWINGS SUPPLIES (INCH) KE -15 WASTE (INCH) GAS SYMBOL FIXTURE CW HW FCW TRAP DRAIN SUPPLY MBh WC -1 FLUSH TANK WATER CLOSET 3/4 - - 3 4 - - WC -2/3 FLUSH VALVE WATER CLOSET 1 - - 3 4 - - LAV LAVATORY 1/2 1/2 - 1-1/4 1-1/4 - - UR URINAL 3/4 - - 2 3 - - MS MOP SINK 3/4 3/4 - 3 3 - - S SINK 3/4 3/4 - 1-1/2 1-1/2 - - EWH-1 ELECTRIC WATER HEATER 3/4 3/4 - - - - - GWH-1 GAS WATER HEATER 1-1/2 1-1/2 - - - 3/4 250 KE -3 WATER TREATMENT SYSTEM - - 3/4 - - - - KE -4 ICE MACHINE - - - 1/2 - 3/4 & 3/8 - - KE -8 GAS RANGE - - - - - 3/4 191 KE -9 GAS CONVECTION OVEN - - - - - 3/4 60-80 KE -14 COFFEE MAKER - - 1/2 - - - - KE -15 WORK TABLE 1/2 1/2 - - 2 - - KE -18 HAND SINK 1/2 1/2 - 1-1/2 1-1/2 - - KE -19 SOILED DISH TABLE 1/2 1/2 - - 2 - - KE -20 DISHWASHER - 3/4 - - 2 - - KE -23 THREE COMPARTMENT POT SINK 3/4 3/4 - - 2 - - KE -25 SERVICE SINK 3/4 3/4 - 3 3 SERVICE SINK (FLOOR MOUNTED, ALCOVE) FIAT MODEL TSB -3002 (36" X 36) HB HOSE BIBB 3/4 - - - - - - FD FLOOR DRAIN 1/2 - - 4 4 - - FS FLOOR SINK 1/2 - - 4 4 - - WALL LAVATORY TRAP PRIMER EQUAL TO ZURN Z-102 COLD WATER SUPPLY OT SHUT-OFF VALVE (KEY OPERATED) FLOOR DRAIN OR HUB DRAI FLOOR TRAP PRIMER DETAIL. NOT TO SCALE STACK CAP STORM COLLAR --\ ROOF SUPPORT W/ VENT FLASHING SEE ARCH. SEE STRUCTURAL \OVIDE BRACING AND EXPANSION )MPENSATION AS RECOMMENDED ' STACK MANUFACTURER. T&P RELIEF VALVE - RELIEF PIPING TO BOVE FLOOR DRAIN. 1IDE INSECT SCREEN. 6" GALV. - FLUE STACK. 3/4' El 24"ABOVE ROOF (MINIMUM) PROVIDE TWO 5"0 CPVC GOOSENECKS T&P RE RUN RELIEF PIPING 2" ABOVE FLOOR D PROVIDE INSECT SC NOTE: INSTALLATION, CLEAR- ANCE AND STACK SUPPORT SHALL CONFORM TO MFG'S INSTRUCTIONS. POTABLE WATER EXPANSION TANK SIMILAR TO WATTS MODEL NO. DET -5 VACUUM RELG� VALVE IMUMMILI NOTE: GOOSENECKS SHALL TERMINATE AT 12"BELOW ROOF AND 12"AFF TE VALVE GAS WATER HEATER DETAIL NOT TO SCALE PLUMBING BASIS OF DESIGN WC - 1 WATER CLOSET (FLOOR MOUNTED, FLUSH TANK, PRESSURE ASSISTED, HANDICAPPED) EWC-1 ELECTRIC WATER COOLER (RECESSED IN WALL, BI -LEVEL) OASIS CORPORATION MODEL LEGEND AMERICAN STANDARD 1.6 GPF MODEL 2168.100 17"H CADET EL WITH ELONGATED SL DWN BY NO. M8CR WITH STAINLESS STEEL FINISH. SPOUT HEIGHT AS INDICATED ON VENT PIPING FRONT, CHURCH 9500C WHITE SOLID PLASTIC SEAT. PROVIDE ANGLE SUPPLY WITH ARCHITECTURAL DRAWINGS POTABLE WATER VACUUM G3, STOP. FLUSH LEVER ON APPROACH SIDE OF FIXTURE. KE -15 WORK TABLE SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. SINK SHALL EXPANSION TANK RELIEF BALL VALVE EWH-1 ELECTRIC WATER HEATER RUUD MODEL RU3 PR040-2 WITH EIGHT YEAR WARRANTY, WC -2 WATER CLOSET (FLOOR MOUNTED, FLUSH VALVE) AMERICAN STANDARD 1.6 GPF UL APPROVED, TIN COATED, COPPER SHEATHED, SCREW-IN TYPE ELEMENTS, MANUAL MODEL NO. DET -5--_,_ �`� MADERA 17"H MODEL 3043.102 WITH ELONGATED FRONT, CHURCH MODEL 9500 -SSC GAS PIPING RESET HIGH LIMIT, AND TEMPERATURE AND PRESSURE RELIEF VALVE. UNIT HAS VTR WHITE SOLID PLASTIC SEAT WITH STAINLESS STEEL SELF-SUSTAINING CHECK HINGE, FCO 4.5kW NON -SIMULTANEOUS WIRED ELEMENTS, AND 40 GALLON STORAGE TANK. GCO SLOAN REGAL -PRO 111 -YO FLUSH VALVE WITH BUMPER ON ANGLE STOP, AND LOOSE WCO MOUNT ON STAND HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE TO MOP SINK. CW KEY STOP AND CHROME FINISHED SUPPLY TUBE. FLUSH VALVE ON APPROACH SIDE HW D. 1-1/2" P -TRAP AND TUBING OUTLET - EXTEND TO FLOOR SINK. FCW OF FIXTURE. GWH-1 WATER HEATER SHALL BE UNIVERSAL MODEL G72-250 MANUFACTURED BY RHEEM-RUUD, EWH ELECTRIC WATER HEATER KE HAVING GAS INPUT OF 250 MBH AND A RECOVERY RATE OF 303 GPH AT A 807 WC_ 13 WATER CLOSET (FLOOR MOUNTED, FLUSH VALVE, HANDICAPPED) AMERICAN STANDARD A. ELKAY MODEL LKVR208513 FAUCET WITH CHROME PLATED 13" RIGID SPOUT, AND TEMPERATURE RISE WHEN TESTED AND CERTIFIED AT 80% THERMAL EFFICIENCY. WATER WALL MOUNTED HAND SINK SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. 1.6 GPF MADERA MODEL 2234.015 WITH ELONGATED FRONT, CHURCH MODEL HEATER SHALL HAVE A STORAGE CAPACITY OF 72 GALLONS. WATER HEATER SHALL BE 9500 -SSC WHITE SOLID PLASTIC SEAT WITH STAINLESS STEEL SELF-SUSTAINING VANDAL -RESISTANT AERATOR. SUPPLIED WITH A FACTORY INSTALLED AGA/ASME RATED TEMPERATURE AND PRESSURE SINK SHALL BE PROVIDED AND DRILLED FOR THE FOLLOWING ACCESSORY ITEMS: CHECK HINGE, SLOAN REGAL -PRO 111 -YO FLUSH VALVE WITH BUMPER ON ANGLE RELIEF VALVE. TANK SHALL BE FURNISHED WITH A TUBE BUNDLE HAVING A DOUBLE COATING STOP, AND LOOSE KEY STOP AND CHROME FINISHED SUPPLY TUBE. FLUSH VALVE ON OF HIGH TEMPERATURE PORCELAIN ENAMEL AND FURNISHED WITH MAGNESIUM ANODE RODS B. 1-1/2" BASKET STRAINER WITH TAILPIECE. APPROACH SIDE OF FIXTURE. A. MIXING FAUCET WITH GOOSENECK AND NON -SPLASH AERATOR. RIGIDLY SUPPORTED. CONTROLS WILL BE ARRANGED FOR SAFETY SHUTOFF IN EVENT OF PILOT FAILURE. FURNISH VERTICAL DIRECT VENTING FOR BOTH FRESH AIR AND COMBUSTION LAV -1 LAVATORY (WALL HUNG, SINGLE LEVER FAUCET, HANDICAPPED) AMERICAN STANDARD BY-PRODUCTS. FLUE SHALL BE A UL APPROVED TYPE B DOUBLE WALL VENT. THE FRESH B. BASKET DRAIN. AIR VENT SHALL BE GALVANIZED STEEL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MODEL 0355.012 LUCERNE WITH 4" FAUCET CENTER. PROVIDE DELTA MODEL 501 MANUFACTURER'S RECOMMENDATIONS AND AS SHOWN ON THE DETAILS. FAUCET. PROVIDE STRAINER DRAIN WITH TAILPIECE AND BOCA FLOW REGULATORS C. LOOSE KEY STOPS AND VERTICAL SUPPLY TUBES. FOR 1/2 GPM, ANGLE STOPS WITH LOOSE KEYS, ANNEALED CHROME PLATED VERTICAL HB CHICAGO FAUCETS #387LF WITH WATTS NO. 8A BACKFLOW PREVENTER. LOOSE KEY COPPER SUPPLY TUBES AND 1-1/4" CAST BRASS P -TRAP AND TUBING OUTLET. OPERATED HANDLES. PROVIDE ONE IN EVERY GANG RESTOOM UNDER LAVATORIES. PROVIDE ZURN MODEL Z-1231 CONCEALED ARM MOUNTING KIT. MOUNTING HEIGHT AS INDICATED ON THE ARCHITECTURAL DRAWINGS. PROVIDE TRUEBRO MODEL NUMBER WH WALL HYDRANT - WOODFORD MODEL B24 SERIES - HOSE BIBB WITH VACCUUM SINK (19-1/2" X 19" X 7-1/2") ELKAY LUSTERTONE MODEL LR -1919 - 19-1/2" X 102W INSULATION KIT. SOILED DISH TABLE SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. SINK BREAKER ENCLOSED IN LOCKABLE FLUSH MOUNTED WALL BOX. LAV -2 LAVATORY (OVAL COUNTER TOP, SINGLE LEVER FAUCET) AMERICAN STANDARD MODEL TP TRAP PRIMER - ZURN MODEL Z-1022 - MOUNT IN WALL BEHIND ACCESS PANEL. 9020.444 RENAISSANCE SELF -RIMMING VITREOUS CHINA WITH 4" FAUCET CENTER. ALL TRAP PRIMER PIPING TO BE CONCEALED. PROVIDE DELTA MODEL 501 FAUCET. PROVIDE STRAINER DRAIN WITH TAILPIECE AND ANGLE SUPPLIES WITH STOPS. ALSO PROVIDE 1-1/4" CAST BRASS P -TRAP AND WD ENCASED WASHING MACHINE VALVE -- JONESPEC MODEL WM-2961 WITH SINGLE 302 STAINLESS STEEL WITH INTERIOR AND TOP SURFACES POLISHED AND THE TUBING OUTLET. A. DECK MOUNTED PRE -RINSE FAUCET. FURNISH WITH WALL BRACKET. LEVER HANDLE VALVE, HEAVY-DUTY MOUNTING STRAPS, KNOCKOUTS FOR A RIGHT OR LEFT MOUNTING AND A 1-1/2" X 2" TAILPIECE. UR -1 URINAL (WALL HUNG) AMERICAN STANDARD MODEL 6541.132 ALLBROOK, SIPHON JET UNDERSIDE OF THE BOWLS SOUND DEADENED. SINK SHALL BE PROVIDED AND B. BASKET DRAIN. TYPE WITH 3/4" TOP SPUD. PROVIDE SLOAN REGAL 186-1 FLUSH VALVE, ZURN KE -3 WATER TREATMENT SYSTEM SHALL BE RELOCATED. FURNISH 3/4" WATER LINE WITH MODEL Z-1221 ADJUSTABLE CARRIER, MOUNTING HEIGHT AS INDICATED ON THE FULL PORT SHUT-OFF VALVE. ARCHITECTURAL DRAWINGS. KE -4 ICE MACHINE WITH BUILT-IN BIN SHALL BE RELOCATED. FURNISH 1/2" FILTERED WATER UR -2 URINAL (WALL HUNG, HANDICAPPED) AMERICAN STANDARD MODEL 6541.132 ALLBROOK, LINE WITH FULL PORT SHUT-OFF VALVE AND ONE 3/4" DRAIN AND ONE 3/8" DRAIN. SIPHON JET TYPE WITH 3/4" TOP SPUD. PROVIDE SLOAN REGAL 186-1 FLUSH EXTEND EACH DRAIN TO FLOOR SINK. VALVE, ZURN MODEL Z-1221 ADJUSTABLE CARRIER, MOUNTING HEIGHT AS INDICATED B. 1-1/2" BASKET STRAINER WITH TAILPIECE. ON THE ARCHITECTURAL DRAWINGS. KE -8/9 MEDIUM DUTY GAS RANGE AND CONVECTION OVEN SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. PROVIDE 1-1/4" 285 MBh GAS CONNECTION ASSEMBLY FOR A MS -1 SERVICE SINK (FLOOR MOUNTED, ALCOVE) FIAT MODEL TSB -3002 (36" X 36) BALL VALVE (TYP.) COMPLETE AND OPERABLE SYSTEM. FURNISH CONNECTIONS TO EACH APPLIANCE. KE -20 PRECAST TERRAZZO WITH STAINLESS STEEL TILING FLANGES AND CURB CAPS AND QUICK DRAIN CONNECTOR. PROVIDE T & S BRASS AND BRONZE WORKS ROUGH KE -14 COFFEE MAKER SHALL BE RELOCATED. FURNISH 3/8" FILTERED WATER LINE WITH FULL PLATED FAUCET WITH VACUUM BREAKER AND THREADED SPOUT WITH PAIL HOOK PORT SHUT OFF VALVE LEGEND WASTE PIPING SL DWN BY AS SHOWN SCALE VENT PIPING MODEL B-665-BSTR, T & S HOSE BRACKET MODEL B-0654 WITH B-618-1 HOSE COLD WATER PIPING POTABLE WATER VACUUM G3, AND T & S MOP HANGER MODEL B-0653. KE -15 WORK TABLE SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. SINK SHALL EXPANSION TANK RELIEF BALL VALVE ---0�- BE PROVIDED AND DRILLED FOR THE FOLLOWING ACCESSORY ITEMS: SIMILAR TO WATTS VALVE S-1 CLASSROOM SINK (HANDICAPPED, SIDEMOUNT, 12" X 12" X 7-1/2") ELKAY A. FAUCET FURNISHED BY THE KITCHEN EQUIPMENT SUPPLIER. MODEL NO. DET -5--_,_ �`� LUSTERTONE MODEL LR -1517 - 15" X 17" X 7-1/2", SINGLE COMPARTMENT. SINK GAS PIPING B. BASKET DRAIN. VTR VENT THRU ROOF FCO SHALL BE FABRICATED OF 18 GAUGE, TYPE 302 STAINLESS STEEL WITH INTERIOR AND GCO C. LOOSE KEY STOPS AND VERTICAL SUPPLY TUBES. WCO WALL CLEAN-OUT CW TOP SURFACES POLISHED AND THE UNDERSIDE OF THE BOWLS SOUND DEADENED. HW D. 1-1/2" P -TRAP AND TUBING OUTLET - EXTEND TO FLOOR SINK. FCW FILTERED COLD WATER PIPING FD SINK SHALL BE PROVIDED AND DRILLED FOR THE FOLLOWING ACCESSORY ITEMS: EWH ELECTRIC WATER HEATER KE KITCHEN EQUIPMENT A. ELKAY MODEL LKVR208513 FAUCET WITH CHROME PLATED 13" RIGID SPOUT, AND KE -18 WALL MOUNTED HAND SINK SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. VANDAL -RESISTANT AERATOR. SINK SHALL BE PROVIDED AND DRILLED FOR THE FOLLOWING ACCESSORY ITEMS: B. 1-1/2" BASKET STRAINER WITH TAILPIECE. A. MIXING FAUCET WITH GOOSENECK AND NON -SPLASH AERATOR. C. LOOSEKEY STOPS AND VERTICAL SUPPLY TUBES. B. BASKET DRAIN. D. 1-1/2" P -TRAP AND TUBING OUTLET. C. LOOSE KEY STOPS AND VERTICAL SUPPLY TUBES. E. HANDICAPPED ACCESSIBLE BUBBLER D. 1-1/2" P -TRAP AND TUBING OUTLET - EXTEND TO FLOOR SINK. S-2 SINK (19-1/2" X 19" X 7-1/2") ELKAY LUSTERTONE MODEL LR -1919 - 19-1/2" X KE -19 SOILED DISH TABLE SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. SINK EWH 19" X 7-1/2", SINGLE COMPARTMENT. SINK SHALL BE FABRICATED OF 18 GAUGE, TYPE SHALL BE PROVIDED AND DRILLED FOR THE FOLLOWING ACCESSORY ITEMS: 302 STAINLESS STEEL WITH INTERIOR AND TOP SURFACES POLISHED AND THE A. DECK MOUNTED PRE -RINSE FAUCET. FURNISH WITH WALL BRACKET. UNDERSIDE OF THE BOWLS SOUND DEADENED. SINK SHALL BE PROVIDED AND B. BASKET DRAIN. DRILLED FOR THE FOLLOWING ACCESSORY ITEMS: C. LOOSE KEY STOPS AND VERTICAL SUPPLY TUBES. A. MOEN MODEL CHATEAU 7430 SINGLE LEVER FAUCET AND SPRAYER. D. 2" P -TRAP AND TUBING OUTLET - EXTEND TO FLOOR SINK. B. 1-1/2" BASKET STRAINER WITH TAILPIECE. BALL VALVE (TYP.) C. LOOSE KEY STOPS AND VERTICAL SUPPLY TUBES. KE -20 CORNER DISHWASHER WITH CHEMICAL SANITIZING SHALL BE PROVIDED BY THE KITCHEN D. 1-1/2" P -TRAP AND TUBING OUTLET. EQUIPMENT SUPPLIER. FURNISH A 3/4" HOT WATER LINE WITH SHUT-OFF AND ONE 2" DRAIN. EXTEND DRAIN TO FLOOR SINK. FD FLOOR DRAIN ZURN MODEL Z-415 CAST IRON FLOOR DRAIN WITH FLANGE, TYPE S KE -23 THREE COMPARTMENT POT SINK SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT STRAINER, AND 1/2" TRAP PRIMER CONNECTION. TRAP PRIMER SHALL BE INSTALLED SUPPLIER. PROVIDE THE FOLLOWING ITEMS FOR A COMPLETE AND OPERABLE SYSTEM: DRIP PAN ON COLD WATER SUPPLY SERVING SINK IN SAME ROOM OR NEAREST SINK AVAILABLE. A. TWO, TWO HANDLE, SPLASH MOUNTED FAUCET WITH 12" LONG SPOUT. FS FLOOR SINK JONESPEC MODEL NO. FD -2370 PVC FLOOR SINK WITH FLANGE AND 12" B. LOOSE KEY STOPS AND VERTICAL SUPPLY TUBES. SQUARE TOP, 1/2" TRAP PRIMER CONNECTION. TRAP PRIMER SHALL BE INSTALLED ON C. 1-1/2" WASTE OUTLET AS REQUIRED TO DRAIN INTO FLOOR SINK. COLD WATER SUPPLY SERVING SINK IN SAME ROOM OR NEAREST SINK AVAILABLE. TRAP KE -25 SERVICE SINK SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. PROVIDE THE WATERHEATER DETAIL PRIMERS CONNECTED TO FLUSH VALVES OR WASTE LINES ARE NOT ACCEPTABLE. FOLLOWING ITEMS FOR A COMPLETE AND OPERABLE SYSTEM: A. ROUGH PLATED FAUCET WITH VACUUM BREAKER AND THREADED SPOUT WITH PAIL NOT TO SCALE HOOK B. HOSE BRACKET AND HOSE C. MOP HANGER. D. 1-1/2" WASTE OUTLET AS REQUIRED TO DRAIN INTO FLOOR SINK. LEGEND PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE COMPLETE PLUMBING SYSTEMS AS DETAILED ON THESE DRAWINGS. WORK CONSISTS OF FURNISHING ALL MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR A COMPLETE AND OPERABLE PLUMBING SYSTEM. INCLUDE ANY INCIDENTAL APPARATUS, APPLIANCES, MATERIAL, LABOR AND SERVICES NECESSARY TO MAKE THE NEW WORK COMPLETE IN ALL RESPECTS AND FULLY READY FOR OPERATION. 2. PRIOR TO ANY WORK, THE CONTRACTOR MUST COORDINATE HIS WORK WITH THE OTHER TRADES, THE OWNER'S MAINTENANCE DEPARTMENT AND ANY OTHER AVAILABLE SOURCE OF INFORMATION AS TO ABOVE CEILING OR IN WALL SERVICES THAT SHALL BE AVOIDED. 3. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING THAT MAY BE REQUIRED DUE TO SCOPE OF WORK. 4. ALL PLUMBING WORK SHALL BE DESIGNED, INSTALLED, TESTED AND CLEANED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2004 - PLUMBING REQUIREMENTS. 5. VERIFY THE EXACT LOCATION OF EXISTING PLUMBING LINES FROM THE ACTUAL JOB SITE PRIOR TO SUBMITTING BID. SUBMISSION OF YOUR PROPOSAL SHALL BE CONSTRUED AS INDICATING SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT WILL BE MADE ON CLAIMS THAT ARISE FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 6. MAKE SUCH OFFSETS AND DEVIATIONS FROM THE WORK SHOWN ON THE DRAWINGS AS MAY BE NECESSARY TO FIT THE ACTUAL SPACE CONDITIONS. 7. WHERE VALVES OCCUR ABOVE DRYWALL OR PLASTER OR ARE CONCEALED BEHIND WALLS, THIS CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS. SEE SPECIFICATIONS FOR TYPE. 8. PROVIDE AND MAINTAIN TEMPORARY CONNECTIONS TO KEEP EXISTING UTILITIES IN SERVICE. ANY SHUTDOWNS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. 9. INSTALLER SHALL NOT CUT ANY STRUCTURAL MEMBERS WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER. 10.PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIALS. 11.FIELD VERIFY ALL EXISTING PIPE SIZES PRIOR TO INSTALLATION. 12. CONTRACTOR IS RESPONSIBLE TO CHECK FIELD CONDITIONS PRIOR TO BIDDING AND REPORT ANY PROBLEMS/CONFLICTS TO THE ENGINEER WITHIN 2 DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH WERE NOT BROUGHT TO THE ENGINEER'S ATTENTION ARE TO BE MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. 13. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 14. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, APPLIANCES, SURPLUS MATERIALS AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER. 15. PROVIDE WATER HAMMER ARRESTORS AT WATER CONNECTIONS TO ALL FIXTURES FOR SHOCK ABSORPTION IN ACCORDANCE WITH THE PLUMBING AND DRAINAGE INSTITUTE NO. PDI -WH -201. 16. WATER SYSTEMS SHALL BE INSTALLED WITH A FALL TOWARDS THE SHUT-OFF VALVE OR THE LOWEST FIXTURE. BRANCHES FROM WATER LINES SHALL BE PROVIDED TO FIXTURES AND OUTLETS. s KEY PLAN SCALE: NTS COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 _m7 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 77 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certlflcate of Authorization #26181 M.P. do FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA25911 FL PE 9813 NO. I REVISION/ISSUE I DATE PLUMBING DETAILS, GEN'L NOTES, LEGEND, 3 DESIGN BASIS 100% Construction Documents WASTE PIPING SL DWN BY AS SHOWN SCALE VENT PIPING P-001 COLD WATER PIPING HOT WATER' PIPING BALL VALVE ---0�- CHECK VALVE -�/1- UNION -11F- GAS PIPING VTR VENT THRU ROOF FCO FLOOR CLEAN-OUT GCO GROUND CLEAN-OUT WCO WALL CLEAN-OUT CW COLD WATER PIPING HW HOT WATER PIPING FCW FILTERED COLD WATER PIPING FD FLOOR DRAIN EWH ELECTRIC WATER HEATER KE KITCHEN EQUIPMENT PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE COMPLETE PLUMBING SYSTEMS AS DETAILED ON THESE DRAWINGS. WORK CONSISTS OF FURNISHING ALL MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR A COMPLETE AND OPERABLE PLUMBING SYSTEM. INCLUDE ANY INCIDENTAL APPARATUS, APPLIANCES, MATERIAL, LABOR AND SERVICES NECESSARY TO MAKE THE NEW WORK COMPLETE IN ALL RESPECTS AND FULLY READY FOR OPERATION. 2. PRIOR TO ANY WORK, THE CONTRACTOR MUST COORDINATE HIS WORK WITH THE OTHER TRADES, THE OWNER'S MAINTENANCE DEPARTMENT AND ANY OTHER AVAILABLE SOURCE OF INFORMATION AS TO ABOVE CEILING OR IN WALL SERVICES THAT SHALL BE AVOIDED. 3. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING THAT MAY BE REQUIRED DUE TO SCOPE OF WORK. 4. ALL PLUMBING WORK SHALL BE DESIGNED, INSTALLED, TESTED AND CLEANED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2004 - PLUMBING REQUIREMENTS. 5. VERIFY THE EXACT LOCATION OF EXISTING PLUMBING LINES FROM THE ACTUAL JOB SITE PRIOR TO SUBMITTING BID. SUBMISSION OF YOUR PROPOSAL SHALL BE CONSTRUED AS INDICATING SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT WILL BE MADE ON CLAIMS THAT ARISE FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 6. MAKE SUCH OFFSETS AND DEVIATIONS FROM THE WORK SHOWN ON THE DRAWINGS AS MAY BE NECESSARY TO FIT THE ACTUAL SPACE CONDITIONS. 7. WHERE VALVES OCCUR ABOVE DRYWALL OR PLASTER OR ARE CONCEALED BEHIND WALLS, THIS CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS. SEE SPECIFICATIONS FOR TYPE. 8. PROVIDE AND MAINTAIN TEMPORARY CONNECTIONS TO KEEP EXISTING UTILITIES IN SERVICE. ANY SHUTDOWNS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. 9. INSTALLER SHALL NOT CUT ANY STRUCTURAL MEMBERS WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER. 10.PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIALS. 11.FIELD VERIFY ALL EXISTING PIPE SIZES PRIOR TO INSTALLATION. 12. CONTRACTOR IS RESPONSIBLE TO CHECK FIELD CONDITIONS PRIOR TO BIDDING AND REPORT ANY PROBLEMS/CONFLICTS TO THE ENGINEER WITHIN 2 DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH WERE NOT BROUGHT TO THE ENGINEER'S ATTENTION ARE TO BE MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. 13. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 14. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, APPLIANCES, SURPLUS MATERIALS AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER. 15. PROVIDE WATER HAMMER ARRESTORS AT WATER CONNECTIONS TO ALL FIXTURES FOR SHOCK ABSORPTION IN ACCORDANCE WITH THE PLUMBING AND DRAINAGE INSTITUTE NO. PDI -WH -201. 16. WATER SYSTEMS SHALL BE INSTALLED WITH A FALL TOWARDS THE SHUT-OFF VALVE OR THE LOWEST FIXTURE. BRANCHES FROM WATER LINES SHALL BE PROVIDED TO FIXTURES AND OUTLETS. s KEY PLAN SCALE: NTS COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 _m7 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 77 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certlflcate of Authorization #26181 M.P. do FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA25911 FL PE 9813 NO. I REVISION/ISSUE I DATE PLUMBING DETAILS, GEN'L NOTES, LEGEND, 3 DESIGN BASIS 100% Construction Documents 00050817 PROJ. NO. SL DWN BY AS SHOWN SCALE 05-23-06 DATE P-001 WALL TRAP PRIMER EQUAL TO ZURN Z-102: ;;;� COLD WATER SUPPLY SHUT-OFF VALVE (KEY OPERATED) FLOOR DRAIN TRAP PRIMER DETAIL. NOT TO SCALE STACK CAP STORM COLLAR ROOF SUPPORT W/ VENT FLASHING SEE ARCH. -� SEE STRUCTURAL ;OVIDE BRACING AND EXPANSION )MPENSATION AS RECOMMENDED ' STACK MANUFACTURER. T&P RELIEF VALVE RELIEF PIPING TO BOVE FLOOR DRAIN. /IDE INSECT SCREEN. 6" GALV. - FLUE STACK. 1 1 3/4' 11$24"ABOVE ROOF 1� (MINIMUM) PROVIDE TWO 5"0 CPVC GOOSENECKS POTABLE WATER EXPANSION TANK SIMILAR TO WATTS MODEL NO. DET -5 T&P RE RUN RELIEF PIPING 2" ABOVE FLOOR D PROVIDE INSECT SC NOTE: INSTALLATION, CLEAR— ANCE AND STACK SUPPORT SHALL CONFORM TO MFG'S INSTRUCTIONS. VACUUM G� RELIEF VALVE DRIP PAN NOTE: GOOSENECKS SHALL TERMINATE AT 12"BELOW ROOF AND 12"AFF TE VALVE GAS WATER HEATER DETAIL NOT TO SCALE GAS SUPPLY MBh 3/4 250 3/4 191 3/4 60-80 PLUMBING BASIS Wk,— I WA I LK ULUSL 1 (r LUUR MOUNTED, FLUSH TANK, PRESSURE ASSISTED, HANDICAPPED) AMERICAN STANDARD 1.6 GPF MODEL 2168.100 17"H CADET EL WITH ELONGATED FRONT, CHURCH 9500C WHITE SOLID PLASTIC SEAT, PROVIDE ANGLE SUPPLY WITH STOP. FLUSH LEVER ON APPROACH SIDE OF FIXTURE, WC -2 WATER CLOSET (FLOOR MOUNTED, FLUSH VALVE) AMERICAN STANDARD 1.6 GPF MADERA 17"H MODEL 3043.102 WITH ELONGATED FRONT, CHURCH MODEL 9500—SSC WHITE SOLID PLASTIC SEAT WITH STAINLESS STEEL SELF—SUSTAINING CHECK HINGE, SLOAN REGAL—PRO 111—YO FLUSH VALVE WITH BUMPER ON ANGLE STOP, AND LOOSE KEY STOP AND CHROME FINISHED SUPPLY TUBE. FLUSH VALVE ON APPROACH SIDE OF FIXTURE. WC -3 WATER CLOSET (FLOOR MOUNTED, FLUSH VALVE, HANDICAPPED) AMERICAN STANDARD 1.6 GPF MADERA MODEL 2234.015 WITH ELONGATED FRONT, CHURCH MODEL 9500—SSC WHITE SOLID PLASTIC SEAT WITH STAINLESS STEEL SELF—SUSTAINING CHECK HINGE, SLOAN REGAL—PRO 111—YO FLUSH VALVE WITH BUMPER ON ANGLE STOP, AND LOOSE KEY STOP AND CHROME FINISHED SUPPLY TUBE. FLUSH VALVE ON APPROACH SIDE OF FIXTURE. LAV -1 LAVATORY (WALL HUNG, SINGLE LEVER FAUCET, HANDICAPPED) AMERICAN STANDARD MODEL 0355.012 LUCERNE WITH 4" FAUCET CENTER. PROVIDE DELTA MODEL 501 FAUCET. PROVIDE STRAINER DRAIN WITH TAILPIECE AND BOCA FLOW REGULATORS FOR 1/2 GPM, ANGLE STOPS WITH LOOSE KEYS, ANNEALED CHROME PLATED VERTICAL COPPER SUPPLY TUBES AND 1-1/4" CAST BRASS P—TRAP AND TUBING OUTLET. PROVIDE ZURN MODEL Z-1231 CONCEALED ARM MOUNTING KIT. MOUNTING HEIGHT AS INDICATED ON THE ARCHITECTURAL DRAWINGS. PROVIDE TRUEBRO MODEL NUMBER 102W INSULATION KIT. LAV -2 LAVATORY (OVAL COUNTER TOP, SINGLE LEVER FAUCET) AMERICAN STANDARD MODEL 9020.444 RENAISSANCE SELF—RIMMING VITREOUS CHINA WITH 4" FAUCET CENTER. PROVIDE DELTA MODEL 501 FAUCET. PROVIDE STRAINER DRAIN WITH TAILPIECE AND ANGLE SUPPLIES WITH STOPS. ALSO PROVIDE 1-1/4" CAST BRASS P—TRAP AND TUBING OUTLET. UR -1 URINAL (WALL HUNG) AMERICAN STANDARD MODEL 6541.132 ALLBROOK, SIPHON JET TYPE WITH 3/4" TOP SPUD. PROVIDE SLOAN REGAL 186-1 FLUSH VALVE, ZURN MODEL Z-1221 ADJUSTABLE CARRIER, MOUNTING HEIGHT AS INDICATED ON THE ARCHITECTURAL DRAWINGS. UR -2 URINAL (WALL HUNG, HANDICAPPED) AMERICAN STANDARD MODEL 6541.132 ALLBROOK, SIPHON JET TYPE WITH 3/4" TOP SPUD. PROVIDE SLOAN REGAL 186-1 FLUSH VALVE, ZURN MODEL Z-1221 ADJUSTABLE CARRIER, MOUNTING HEIGHT AS INDICATED ON THE ARCHITECTURAL DRAWINGS. MS -1 SERVICE SINK (FLOOR MOUNTED, ALCOVE) FIAT MODEL TSB -3002 (36" X 36") PRECAST TERRAZZO WITH STAINLESS STEEL TILING FLANGES AND CURB CAPS AND QUICK DRAIN CONNECTOR. PROVIDE T & S BRASS AND BRONZE WORKS ROUGH PLUMBING FIXTURE CONNECTIONS SCHEDULE AND T & S MOP HANGER MODEL B-0653. EXPANSION TANK RELIEF SUPPLIES (INCH) WASTE (INCH) SYMBOL FIXTURE CW HW FCW TRAP DRAIN WC -1 FLUSH TANK WATER CLOSET 3/4 — — 3 4 WC -2/3 FLUSH VALVE WATER CLOSET 1 — — 3 4 LAV LAVATORY 1/2 1/2 — 1-1/4 1-1/4 UR URINAL 3/4 — — 2 3 MS MOP SINK 3/4 3/4 — 3 3 S SINK 3/4 3/4 — 1-1/2 1-1/2 EWH-1 ELECTRIC WATER HEATER 3/4 3/4 — — — GWH-1 GAS WATER HEATER 1-1/2 1-1/2 — KE -3 WATER TREATMENT SYSTEM — — 3/4 — — KE -4 ICE MACHINE — — 1/2 — 3/4 & 3/8 KE -8 GAS RANGE — — _ S-2 SINK (19-1/2" X 19" X 7-1/2") ELKAY LUSTERTONE MODEL LR -1919 — 19-1/2" X KE -9 GAS CONVECTION OVEN — — — _ KE -14 COFFEE MAKER — — 1/2 — — KE -15 WORK TABLE 1/2 1/2 — — 2 KE -18 HAND SINK 1/2 1/2 — 1-1/2 1-1/2 KE -19 SOILED DISH TABLE 1/2 1/2 — — 2 KE -20 DISHWASHER — 3/4 — _ 2 KE -23 THREE COMPARTMENT POT SINK 3/4 3/4 — — 2 KE -25 SERVICE SINK 3/4 3/4 — 3 3 HB HOSE BIBB 3/4 — — — - FD FLOOR DRAIN 1/2 — — 4 4 FS FLOOR SINK 1/2 — — 4 4 WALL TRAP PRIMER EQUAL TO ZURN Z-102: ;;;� COLD WATER SUPPLY SHUT-OFF VALVE (KEY OPERATED) FLOOR DRAIN TRAP PRIMER DETAIL. NOT TO SCALE STACK CAP STORM COLLAR ROOF SUPPORT W/ VENT FLASHING SEE ARCH. -� SEE STRUCTURAL ;OVIDE BRACING AND EXPANSION )MPENSATION AS RECOMMENDED ' STACK MANUFACTURER. T&P RELIEF VALVE RELIEF PIPING TO BOVE FLOOR DRAIN. /IDE INSECT SCREEN. 6" GALV. - FLUE STACK. 1 1 3/4' 11$24"ABOVE ROOF 1� (MINIMUM) PROVIDE TWO 5"0 CPVC GOOSENECKS POTABLE WATER EXPANSION TANK SIMILAR TO WATTS MODEL NO. DET -5 T&P RE RUN RELIEF PIPING 2" ABOVE FLOOR D PROVIDE INSECT SC NOTE: INSTALLATION, CLEAR— ANCE AND STACK SUPPORT SHALL CONFORM TO MFG'S INSTRUCTIONS. VACUUM G� RELIEF VALVE DRIP PAN NOTE: GOOSENECKS SHALL TERMINATE AT 12"BELOW ROOF AND 12"AFF TE VALVE GAS WATER HEATER DETAIL NOT TO SCALE GAS SUPPLY MBh 3/4 250 3/4 191 3/4 60-80 PLUMBING BASIS Wk,— I WA I LK ULUSL 1 (r LUUR MOUNTED, FLUSH TANK, PRESSURE ASSISTED, HANDICAPPED) AMERICAN STANDARD 1.6 GPF MODEL 2168.100 17"H CADET EL WITH ELONGATED FRONT, CHURCH 9500C WHITE SOLID PLASTIC SEAT, PROVIDE ANGLE SUPPLY WITH STOP. FLUSH LEVER ON APPROACH SIDE OF FIXTURE, WC -2 WATER CLOSET (FLOOR MOUNTED, FLUSH VALVE) AMERICAN STANDARD 1.6 GPF MADERA 17"H MODEL 3043.102 WITH ELONGATED FRONT, CHURCH MODEL 9500—SSC WHITE SOLID PLASTIC SEAT WITH STAINLESS STEEL SELF—SUSTAINING CHECK HINGE, SLOAN REGAL—PRO 111—YO FLUSH VALVE WITH BUMPER ON ANGLE STOP, AND LOOSE KEY STOP AND CHROME FINISHED SUPPLY TUBE. FLUSH VALVE ON APPROACH SIDE OF FIXTURE. WC -3 WATER CLOSET (FLOOR MOUNTED, FLUSH VALVE, HANDICAPPED) AMERICAN STANDARD 1.6 GPF MADERA MODEL 2234.015 WITH ELONGATED FRONT, CHURCH MODEL 9500—SSC WHITE SOLID PLASTIC SEAT WITH STAINLESS STEEL SELF—SUSTAINING CHECK HINGE, SLOAN REGAL—PRO 111—YO FLUSH VALVE WITH BUMPER ON ANGLE STOP, AND LOOSE KEY STOP AND CHROME FINISHED SUPPLY TUBE. FLUSH VALVE ON APPROACH SIDE OF FIXTURE. LAV -1 LAVATORY (WALL HUNG, SINGLE LEVER FAUCET, HANDICAPPED) AMERICAN STANDARD MODEL 0355.012 LUCERNE WITH 4" FAUCET CENTER. PROVIDE DELTA MODEL 501 FAUCET. PROVIDE STRAINER DRAIN WITH TAILPIECE AND BOCA FLOW REGULATORS FOR 1/2 GPM, ANGLE STOPS WITH LOOSE KEYS, ANNEALED CHROME PLATED VERTICAL COPPER SUPPLY TUBES AND 1-1/4" CAST BRASS P—TRAP AND TUBING OUTLET. PROVIDE ZURN MODEL Z-1231 CONCEALED ARM MOUNTING KIT. MOUNTING HEIGHT AS INDICATED ON THE ARCHITECTURAL DRAWINGS. PROVIDE TRUEBRO MODEL NUMBER 102W INSULATION KIT. LAV -2 LAVATORY (OVAL COUNTER TOP, SINGLE LEVER FAUCET) AMERICAN STANDARD MODEL 9020.444 RENAISSANCE SELF—RIMMING VITREOUS CHINA WITH 4" FAUCET CENTER. PROVIDE DELTA MODEL 501 FAUCET. PROVIDE STRAINER DRAIN WITH TAILPIECE AND ANGLE SUPPLIES WITH STOPS. ALSO PROVIDE 1-1/4" CAST BRASS P—TRAP AND TUBING OUTLET. UR -1 URINAL (WALL HUNG) AMERICAN STANDARD MODEL 6541.132 ALLBROOK, SIPHON JET TYPE WITH 3/4" TOP SPUD. PROVIDE SLOAN REGAL 186-1 FLUSH VALVE, ZURN MODEL Z-1221 ADJUSTABLE CARRIER, MOUNTING HEIGHT AS INDICATED ON THE ARCHITECTURAL DRAWINGS. UR -2 URINAL (WALL HUNG, HANDICAPPED) AMERICAN STANDARD MODEL 6541.132 ALLBROOK, SIPHON JET TYPE WITH 3/4" TOP SPUD. PROVIDE SLOAN REGAL 186-1 FLUSH VALVE, ZURN MODEL Z-1221 ADJUSTABLE CARRIER, MOUNTING HEIGHT AS INDICATED ON THE ARCHITECTURAL DRAWINGS. MS -1 SERVICE SINK (FLOOR MOUNTED, ALCOVE) FIAT MODEL TSB -3002 (36" X 36") PRECAST TERRAZZO WITH STAINLESS STEEL TILING FLANGES AND CURB CAPS AND QUICK DRAIN CONNECTOR. PROVIDE T & S BRASS AND BRONZE WORKS ROUGH LEGEND PLATED FAUCET WITH VACUUM BREAKER AND THREADED SPOUT WITH PAIL HOOK 12. CONTRACTOR IS RESPONSIBLE TO CHECK FIELD CONDITIONS PRIOR TO BIDDING AND REPORT ANY MODEL B-665—BSTR, T & S HOSE BRACKET MODEL B-0654 WITH B-618-1 HOSE POTABLE WATER VACUUM 01�1 AND T & S MOP HANGER MODEL B-0653. EXPANSION TANK RELIEF COLD WATER PIPING SIMILAR TO WATTS VALVE S-1 MODEL NO. DET--,---_._ CLASSROOM SINK (HANDICAPPED, SIDEMOUNT, 12" X 12" X 7-1/2") ELKAY HOT WATER PIPING LUSTERTONE MODEL LR -1517 — 15" X 17" X 7-1/2", SINGLE COMPARTMENT. SINK BALL VALVE %r-- CHECK VALVE SHALL BE FABRICATED OF 18 GAUGE, TYPE 302 STAINLESS STEEL WITH INTERIOR AND —SIF-- UNION 14. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, TOP SURFACES POLISHED AND THE UNDERSIDE OF THE BOWLS SOUND DEADENED. 4. ALL PLUMBING WORK SHALL BE DESIGNED, INSTALLED, TESTED AND CLEANED IN ACCORDANCE WITH FLORIDA VTR VENT THRU ROOF FCO FLOOR CLEAN—OUT SINK SHALL BE PROVIDED AND DRILLED FOR THE FOLLOWING ACCESSORY ITEMS: GROUND CLEAN—OUT WCO WALL CLEAN --OUT CW COLD WATER PIPING A. ELKAY MODEL LKVR208513 FAUCET WITH CHROME PLATED 13" RIGID SPOUT, AND HOT WATER PIPING FCW FILTERED COLD WATER PIPING FD FLOOR DRAIN EWH VANDAL—RESISTANT AERATOR. KE KITCHEN EQUIPMENT SHALL FURNISH AND INSTALL ACCESS PANELS. SEE SPECIFICATIONS FOR TYPE. 8. PROVIDE AND MAINTAIN TEMPORARY CONNECTIONS TO KEEP EXISTING UTILITIES IN SERVICE. ANY SHUTDOWNS B. 1-1/2" BASKET STRAINER WITH TAILPIECE. MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. 9. INSTALLER SHALL NOT CUT ANY STRUCTURAL MEMBERS WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER. 10.PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIALS. 11.FIELD VERIFY ALL EXISTING PIPE SIZES PRIOR TO INSTALLATION. C. LOOSE KEY STOPS AND VERTICAL SUPPLY TUBES. D. 1-1/2" P—TRAP AND TUBING OUTLET. E. HANDICAPPED ACCESSIBLE BUBBLER EWH S-2 SINK (19-1/2" X 19" X 7-1/2") ELKAY LUSTERTONE MODEL LR -1919 — 19-1/2" X 19" X 7-1/2", SINGLE COMPARTMENT. SINK SHALL BE FABRICATED OF 18 GAUGE, TYPE 302 STAINLESS STEEL WITH INTERIOR AND TOP SURFACES POLISHED AND THE UNDERSIDE OF THE BOWLS SOUND DEADENED. SINK SHALL BE PROVIDED AND DRILLED FOR THE FOLLOWING ACCESSORY ITEMS: A. MOEN MODEL CHATEAU 7430 SINGLE LEVER FAUCET AND SPRAYER. B. 1-1/2" BASKET STRAINER WITH TAILPIECE. BALL VALVE (TYP.) C. LOOSE KEY STOPS AND VERTICAL SUPPLY TUBES. D. 1-1/2" P—TRAP AND TUBING OUTLET. FD FLOOR DRAIN ZURN MODEL Z-415 CAST IRON FLOOR DRAIN WITH FLANGE, TYPE S STRAINER, AND 1/2" TRAP PRIMER CONNECTION. TRAP PRIMER SHALL BE INSTALLED DRIP PAN ON COLD WATER SUPPLY SERVING SINK IN SAME ROOM OR NEAREST SINK AVAILABLE. FS FLOOR SINK JONESPEC MODEL NO. FD -2370 PVC FLOOR SINK WITH FLANGE AND 12" SQUARE TOP, 1/2" TRAP PRIMER CONNECTION. TRAP PRIMER SHALL BE INSTALLED ON WATER HEATER DETAIL COLD WATER SUPPLY SERVING SINK IN SAME ROOM OR NEAREST SINK AVAILABLE. TRAP PRIMERS CONNECTED TO FLUSH VALVES OR WASTE LINES ARE NOT ACCEPTABLE. NOT TO SCALE LEGEND F DESIGN EWC-1 ELECTRIC WATER COOLER (RECESSED IN WALL, BI—LEVEL) OASIS CORPORATION MODEL NO. M8CR WITH STAINLESS STEEL FINISH. SPOUT HEIGHT AS INDICATED ON ARCHITECTURAL DRAWINGS EWH-1 ELECTRIC WATER HEATER RUUD MODEL RU3 PR040-2 WITH EIGHT YEAR WARRANTY, UL APPROVED, TIN COATED, COPPER SHEATHED, SCREW—IN TYPE ELEMENTS, MANUAL RESET HIGH LIMIT, AND TEMPERATURE AND PRESSURE RELIEF VALVE. UNIT HAS 4.5kW NON—SIMULTANEOUS WIRED ELEMENTS (208v-10), AND 40 GALLON STORAGE TANK. MOUNT ON STAND HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE TO MOP SINK. GWH-1 WATER HEATER SHALL BE UNIVERSAL MODEL G72-250 MANUFACTURED BY RHEEM—RUUD, HAVING GAS INPUT OF 250 MBH AND A RECOVERY RATE OF 303 GPH AT A 807 TEMPERATURE RISE WHEN TESTED AND CERTIFIED AT 80% THERMAL EFFICIENCY. WATER HEATER SHALL HAVE A STORAGE CAPACITY OF 72 GALLONS. WATER HEATER SHALL BE SUPPLIED WITH A FACTORY INSTALLED AGA/ASME RATED TEMPERATURE AND PRESSURE RELIEF VALVE. TANK SHALL BE FURNISHED WITH A TUBE BUNDLE HAVING A DOUBLE COATING OF HIGH TEMPERATURE PORCELAIN ENAMEL AND FURNISHED WITH MAGNESIUM ANODE RODS RIGIDLY SUPPORTED. CONTROLS WILL BE ARRANGED FOR SAFETY SHUTOFF IN EVENT OF PILOT FAILURE. FURNISH VERTICAL DIRECT VENTING FOR BOTH FRESH AIR AND COMBUSTION BY—PRODUCTS. FLUE SHALL BE A UL APPROVED TYPE B DOUBLE WALL VENT. THE FRESH AIR VENT SHALL BE GALVANIZED STEEL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND AS SHOWN ON THE DETAILS. HB CHICAGO FAUCETS #387LF WITH WATTS NO. 8A BACKFLOW PREVENTER. LOOSE KEY OPERATED HANDLES. PROVIDE ONE IN EVERY GANG RESTOOM UNDER LAVATORIES. WH WALL HYDRANT — WOODFORD MODEL B24 SERIES — HOSE BIBB WITH VACCUUM BREAKER ENCLOSED IN LOCKABLE FLUSH MOUNTED WALL BOX. TP TRAP PRIMER — ZURN MODEL Z-1022 — MOUNT IN WALL BEHIND ACCESS PANEL. ALL TRAP PRIMER PIPING TO BE CONCEALED. WD ENCASED WASHING MACHINE VALVE -- JONESPEC MODEL WM-2961 WITH SINGLE LEVER HANDLE VALVE, HEAVY—DUTY MOUNTING STRAPS, KNOCKOUTS FOR A RIGHT OR LEFT MOUNTING AND A 1-1/2" X 2" TAILPIECE. KE -3 WATER TREATMENT SYSTEM SHALL BE RELOCATED. FURNISH 3/4" WATER LINE WITH FULL PORT SHUT—OFF VALVE. KE -4 ICE MACHINE WITH BUILT—IN BIN SHALL BE RELOCATED. FURNISH 1/2" FILTERED WATER LINE WITH FULL PORT SHUT—OFF VALVE AND ONE 3/4" DRAIN AND ONE 3/8" DRAIN. EXTEND EACH DRAIN TO FLOOR SINK. KE -8/9 MEDIUM DUTY GAS RANGE AND CONVECTION OVEN SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. PROVIDE 1-1/4" 285 MBh GAS CONNECTION ASSEMBLY FOR A COMPLETE AND OPERABLE SYSTEM. FURNISH CONNECTIONS TO EACH APPLIANCE. KE -14 COFFEE MAKER SHALL BE RELOCATED. FURNISH 3/8" FILTERED WATER LINE WITH FULL PORT SHUT—OFF VALVE. KE -15 WORK TABLE SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. SINK SHALL BE PROVIDED AND DRILLED FOR THE FOLLOWING ACCESSORY ITEMS: A. FAUCET FURNISHED BY THE KITCHEN EQUIPMENT SUPPLIER. B. BASKET DRAIN. C. LOOSE KEY STOPS AND VERTICAL SUPPLY TUBES. D. 1-1/2" P—TRAP AND TUBING OUTLET — EXTEND TO FLOOR SINK. KE -18 WALL MOUNTED HAND SINK SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. SINK SHALL BE PROVIDED AND DRILLED FOR THE FOLLOWING ACCESSORY ITEMS: A. MIXING FAUCET WITH GOOSENECK AND NON—SPLASH AERATOR. B. BASKET DRAIN. C. LOOSE KEY STOPS AND VERTICAL SUPPLY TUBES. D. 1-1/2" P—TRAP AND TUBING OUTLET — EXTEND TO FLOOR SINK. KE -19 SOILED DISH TABLE SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. SINK SHALL BE PROVIDED AND DRILLED FOR THE FOLLOWING ACCESSORY ITEMS: A. DECK MOUNTED PRE—RINSE FAUCET. FURNISH WITH WALL BRACKET. B. BASKET DRAIN. C. LOOSE KEY STOPS AND VERTICAL SUPPLY TUBES. D. 2" P—TRAP AND TUBING OUTLET — EXTEND TO FLOOR SINK. KE -20 CORNER DISHWASHER WITH CHEMICAL SANITIZING SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. FURNISH A 3/4" HOT WATER LINE WITH SHUT—OFF AND ONE 2" DRAIN. EXTEND DRAIN TO FLOOR SINK. KE -23 THREE COMPARTMENT POT SINK SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. PROVIDE THE FOLLOWING ITEMS FOR A COMPLETE AND OPERABLE SYSTEM: A. TWO, TWO HANDLE, SPLASH MOUNTED FAUCET WITH 12" LONG SPOUT. B. LOOSE KEY STOPS AND VERTICAL SUPPLY TUBES. C. 1-1/2" WASTE OUTLET AS REQUIRED TO DRAIN INTO FLOOR SINK. KE -25 SERVICE SINK SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. PROVIDE THE FOLLOWING ITEMS FOR A COMPLETE AND OPERABLE SYSTEM: A. ROUGH PLATED FAUCET WITH VACUUM BREAKER AND THREADED SPOUT WITH PAIL HOOK B. HOSE BRACKET AND HOSE C. MOP HANGER. D. 1-1/2" WASTE OUTLET AS REQUIRED TO DRAIN INTO FLOOR SINK. PLUMBING GENERAL NOTES WASTE PIPING 12. CONTRACTOR IS RESPONSIBLE TO CHECK FIELD CONDITIONS PRIOR TO BIDDING AND REPORT ANY AND SERVICES REQUIRED FOR A COMPLETE AND OPERABLE PLUMBING SYSTEM. INCLUDE ANY INCIDENTAL APPARATUS, APPLIANCES, MATERIAL, LABOR AND VENT PIPING SERVICES NECESSARY TO MAKE THE NEW WORK COMPLETE IN ALL RESPECTS AND FULLY READY FOR CONDITIONS ARISING IN THE FIELD WHICH WERE NOT BROUGHT TO THE ENGINEER'S ATTENTION ARE TO BE COLD WATER PIPING MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. 2. PRIOR TO ANY WORK, THE CONTRACTOR MUST COORDINATE HIS WORK WITH THE OTHER TRADES, THE HOT WATER PIPING —D�— BALL VALVE %r-- CHECK VALVE —SIF-- UNION 14. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, GAS PIPING 4. ALL PLUMBING WORK SHALL BE DESIGNED, INSTALLED, TESTED AND CLEANED IN ACCORDANCE WITH FLORIDA VTR VENT THRU ROOF FCO FLOOR CLEAN—OUT GCO GROUND CLEAN—OUT WCO WALL CLEAN --OUT CW COLD WATER PIPING HW HOT WATER PIPING FCW FILTERED COLD WATER PIPING FD FLOOR DRAIN EWH ELECTRIC WATER HEATER KE KITCHEN EQUIPMENT F DESIGN EWC-1 ELECTRIC WATER COOLER (RECESSED IN WALL, BI—LEVEL) OASIS CORPORATION MODEL NO. M8CR WITH STAINLESS STEEL FINISH. SPOUT HEIGHT AS INDICATED ON ARCHITECTURAL DRAWINGS EWH-1 ELECTRIC WATER HEATER RUUD MODEL RU3 PR040-2 WITH EIGHT YEAR WARRANTY, UL APPROVED, TIN COATED, COPPER SHEATHED, SCREW—IN TYPE ELEMENTS, MANUAL RESET HIGH LIMIT, AND TEMPERATURE AND PRESSURE RELIEF VALVE. UNIT HAS 4.5kW NON—SIMULTANEOUS WIRED ELEMENTS (208v-10), AND 40 GALLON STORAGE TANK. MOUNT ON STAND HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE TO MOP SINK. GWH-1 WATER HEATER SHALL BE UNIVERSAL MODEL G72-250 MANUFACTURED BY RHEEM—RUUD, HAVING GAS INPUT OF 250 MBH AND A RECOVERY RATE OF 303 GPH AT A 807 TEMPERATURE RISE WHEN TESTED AND CERTIFIED AT 80% THERMAL EFFICIENCY. WATER HEATER SHALL HAVE A STORAGE CAPACITY OF 72 GALLONS. WATER HEATER SHALL BE SUPPLIED WITH A FACTORY INSTALLED AGA/ASME RATED TEMPERATURE AND PRESSURE RELIEF VALVE. TANK SHALL BE FURNISHED WITH A TUBE BUNDLE HAVING A DOUBLE COATING OF HIGH TEMPERATURE PORCELAIN ENAMEL AND FURNISHED WITH MAGNESIUM ANODE RODS RIGIDLY SUPPORTED. CONTROLS WILL BE ARRANGED FOR SAFETY SHUTOFF IN EVENT OF PILOT FAILURE. FURNISH VERTICAL DIRECT VENTING FOR BOTH FRESH AIR AND COMBUSTION BY—PRODUCTS. FLUE SHALL BE A UL APPROVED TYPE B DOUBLE WALL VENT. THE FRESH AIR VENT SHALL BE GALVANIZED STEEL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND AS SHOWN ON THE DETAILS. HB CHICAGO FAUCETS #387LF WITH WATTS NO. 8A BACKFLOW PREVENTER. LOOSE KEY OPERATED HANDLES. PROVIDE ONE IN EVERY GANG RESTOOM UNDER LAVATORIES. WH WALL HYDRANT — WOODFORD MODEL B24 SERIES — HOSE BIBB WITH VACCUUM BREAKER ENCLOSED IN LOCKABLE FLUSH MOUNTED WALL BOX. TP TRAP PRIMER — ZURN MODEL Z-1022 — MOUNT IN WALL BEHIND ACCESS PANEL. ALL TRAP PRIMER PIPING TO BE CONCEALED. WD ENCASED WASHING MACHINE VALVE -- JONESPEC MODEL WM-2961 WITH SINGLE LEVER HANDLE VALVE, HEAVY—DUTY MOUNTING STRAPS, KNOCKOUTS FOR A RIGHT OR LEFT MOUNTING AND A 1-1/2" X 2" TAILPIECE. KE -3 WATER TREATMENT SYSTEM SHALL BE RELOCATED. FURNISH 3/4" WATER LINE WITH FULL PORT SHUT—OFF VALVE. KE -4 ICE MACHINE WITH BUILT—IN BIN SHALL BE RELOCATED. FURNISH 1/2" FILTERED WATER LINE WITH FULL PORT SHUT—OFF VALVE AND ONE 3/4" DRAIN AND ONE 3/8" DRAIN. EXTEND EACH DRAIN TO FLOOR SINK. KE -8/9 MEDIUM DUTY GAS RANGE AND CONVECTION OVEN SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. PROVIDE 1-1/4" 285 MBh GAS CONNECTION ASSEMBLY FOR A COMPLETE AND OPERABLE SYSTEM. FURNISH CONNECTIONS TO EACH APPLIANCE. KE -14 COFFEE MAKER SHALL BE RELOCATED. FURNISH 3/8" FILTERED WATER LINE WITH FULL PORT SHUT—OFF VALVE. KE -15 WORK TABLE SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. SINK SHALL BE PROVIDED AND DRILLED FOR THE FOLLOWING ACCESSORY ITEMS: A. FAUCET FURNISHED BY THE KITCHEN EQUIPMENT SUPPLIER. B. BASKET DRAIN. C. LOOSE KEY STOPS AND VERTICAL SUPPLY TUBES. D. 1-1/2" P—TRAP AND TUBING OUTLET — EXTEND TO FLOOR SINK. KE -18 WALL MOUNTED HAND SINK SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. SINK SHALL BE PROVIDED AND DRILLED FOR THE FOLLOWING ACCESSORY ITEMS: A. MIXING FAUCET WITH GOOSENECK AND NON—SPLASH AERATOR. B. BASKET DRAIN. C. LOOSE KEY STOPS AND VERTICAL SUPPLY TUBES. D. 1-1/2" P—TRAP AND TUBING OUTLET — EXTEND TO FLOOR SINK. KE -19 SOILED DISH TABLE SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. SINK SHALL BE PROVIDED AND DRILLED FOR THE FOLLOWING ACCESSORY ITEMS: A. DECK MOUNTED PRE—RINSE FAUCET. FURNISH WITH WALL BRACKET. B. BASKET DRAIN. C. LOOSE KEY STOPS AND VERTICAL SUPPLY TUBES. D. 2" P—TRAP AND TUBING OUTLET — EXTEND TO FLOOR SINK. KE -20 CORNER DISHWASHER WITH CHEMICAL SANITIZING SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. FURNISH A 3/4" HOT WATER LINE WITH SHUT—OFF AND ONE 2" DRAIN. EXTEND DRAIN TO FLOOR SINK. KE -23 THREE COMPARTMENT POT SINK SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. PROVIDE THE FOLLOWING ITEMS FOR A COMPLETE AND OPERABLE SYSTEM: A. TWO, TWO HANDLE, SPLASH MOUNTED FAUCET WITH 12" LONG SPOUT. B. LOOSE KEY STOPS AND VERTICAL SUPPLY TUBES. C. 1-1/2" WASTE OUTLET AS REQUIRED TO DRAIN INTO FLOOR SINK. KE -25 SERVICE SINK SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER. PROVIDE THE FOLLOWING ITEMS FOR A COMPLETE AND OPERABLE SYSTEM: A. ROUGH PLATED FAUCET WITH VACUUM BREAKER AND THREADED SPOUT WITH PAIL HOOK B. HOSE BRACKET AND HOSE C. MOP HANGER. D. 1-1/2" WASTE OUTLET AS REQUIRED TO DRAIN INTO FLOOR SINK. PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE COMPLETE PLUMBING SYSTEMS AS DETAILED ON THESE DRAWINGS. WORK CONSISTS OF FURNISHING ALL MATERIALS, EQUIPMENT 12. CONTRACTOR IS RESPONSIBLE TO CHECK FIELD CONDITIONS PRIOR TO BIDDING AND REPORT ANY AND SERVICES REQUIRED FOR A COMPLETE AND OPERABLE PLUMBING SYSTEM. INCLUDE ANY INCIDENTAL APPARATUS, APPLIANCES, MATERIAL, LABOR AND PROBLEMS/CONFLICTS TO THE ENGINEER WITHIN 2 DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM SERVICES NECESSARY TO MAKE THE NEW WORK COMPLETE IN ALL RESPECTS AND FULLY READY FOR CONDITIONS ARISING IN THE FIELD WHICH WERE NOT BROUGHT TO THE ENGINEER'S ATTENTION ARE TO BE OPERATION. MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. 2. PRIOR TO ANY WORK, THE CONTRACTOR MUST COORDINATE HIS WORK WITH THE OTHER TRADES, THE 13. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR OWNER'S MAINTENANCE DEPARTMENT AND ANY OTHER AVAILABLE SOURCE OF INFORMATION AS TO ABOVE FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD CEILING OR IN WALL SERVICES THAT SHALL BE AVOIDED. SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 3. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING THAT MAY BE REQUIRED DUE TO SCOPE OF WORK. 14. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, APPLIANCES, SURPLUS MATERIALS AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE REMOVED SHALL 4. ALL PLUMBING WORK SHALL BE DESIGNED, INSTALLED, TESTED AND CLEANED IN ACCORDANCE WITH FLORIDA BE TURNED OVER TO THE OWNER. BUILDING CODE 2004 — PLUMBING REQUIREMENTS. 15. PROVIDE WATER HAMMER ARRESTORS AT WATER CONNECTIONS TO ALL FIXTURES FOR SHOCK ABSORPTION 5. VERIFY THE EXACT LOCATION OF EXISTING PLUMBING LINES FROM THE ACTUAL JOB SITE PRIOR TO IN ACCORDANCE WITH THE PLUMBING AND DRAINAGE INSTITUTE NO. PDI—WH-201. SUBMITTING BID. SUBMISSION OF YOUR PROPOSAL SHALL BE CONSTRUED AS INDICATING SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT WILL BE MADE ON CLAIMS THAT ARISE FROM THE CONTRACTOR'S 16. WATER SYSTEMS SHALL BE INSTALLED WITH A FALL TOWARDS THE SHUT—OFF VALVE OR THE FAILURE TO COMPLY WITH THIS REQUIREMENT. LOWEST FIXTURE. BRANCHES FROM WATER LINES SHALL BE PROVIDED TO FIXTURES AND OUTLETS. 6. MAKE SUCH OFFSETS AND DEVIATIONS FROM THE WORK SHOWN ON THE DRAWINGS AS MAY BE NECESSARY TO FIT THE ACTUAL SPACE CONDITIONS. 7. WHERE VALVES OCCUR ABOVE DRYWALL OR PLASTER OR ARE CONCEALED BEHIND WALLS, THIS CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS. SEE SPECIFICATIONS FOR TYPE. 8. PROVIDE AND MAINTAIN TEMPORARY CONNECTIONS TO KEEP EXISTING UTILITIES IN SERVICE. ANY SHUTDOWNS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. 9. INSTALLER SHALL NOT CUT ANY STRUCTURAL MEMBERS WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER. 10.PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIALS. 11.FIELD VERIFY ALL EXISTING PIPE SIZES PRIOR TO INSTALLATION. KEY PLAN SCALE: NTS 0 COMMUNITY PRESBYTERIAN CHURCH I CLIENT I Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 NO. I REVISION/ISSUE I DATE PLUMBING DETAILS, GEN'L NOTES, LEGEND, 6 DESIGN BASIS 100% Construction Documents 5-23-0 ROJ017 SL 8NO.1 DWN BY 1 S ALAS EJ I aDATEs PLUMBING SPECIFICATIONS PART 1 - GENERAL 1.01 DESCRIPTION A. THE WORK INCLUDES THE PROVIDING OF ALL LABOR, MATERIALS, AND SERVICES NECESSARY TO INSTALL THE INDICATED SYSTEMS, COMPLETE WITH HANGERS, SUPPORTS, EQUIPMENT AND CONNECTIONS REQUIRED TO ANY FIXTURE OR EQUIPMENT INDICATED OR SPECIFIED. B. THE WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. STORM AND SANITARY WASTE AND VENT PIPING SYSTEMS. 2. DOMESTIC WATER PIPING SYSTEMS. 3. GAS PIPING SYSTEMS. 1.02 ALL WORK A. SHALL BE PERFORMED BY MECHANICS SKILLED IN THE PARTICULAR CLASS OF WORK AND ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE WORK SHALL BE COORDINATED WITH OTHER TRADES AND RESPONSIBILITIES ESTABLISHED SO THAT THE WORK SHALL BE COMPLETED WITHOUT DELAYS OR INTERFERENCE WITH SCHEDULES. 1.03 CUTTING AND PATCHING A. WHERE REQUIRED, THE CONTRACTOR SHALL DO THE CUTTING AND PATCHING USING WORKERS WHO ARE SKILLED IN THE TRADE INVOLVED. THE COMPLETED WORK SHALL PRESENT A FINISHED WORKMANLIKE APPEARANCE. 1.04 PIPING AND DRAWINGS A. THE DRAWINGS ARE DIAGRAMMATIC AND NOT INTENDED TO SHOW IN DETAIL ALL FEATURES OF THE WORK. THE LOCATION OF ALL PIPING SHALL BE COORDINATED TO DETERMINE THAT IT CLEARS ALL OPENINGS AND STRUCTURAL MEMBERS, THAT PIPING INDICATED AS CONCEALED CAN BE PROPERLY CONCEALED IN WALLS OR PARTITIONS OF FINISHED ROOMS, AND THAT IT DOES NOT INTERFERE WITH LIGHTS OR EQUIPMENT HAVING FIXED LOCATIONS. CONCEAL ALL PIPING EXCEPT WHERE OTHERWISE INDICATED. 1.05 OPENINGS IN EXISTING CONCRETE CONSTRUCTION A. SHALL BE CORE DRILLED OR CUT WITH MASONRY SAW. PNEUMATIC TOOLS WILL NOT BE PERMITTED. THE INTEGRITY OF THE FIRE RATING OF WALLS, CEILINGS, AND FLOORS SHALL BE MAINTAINED AND SHALL MEET LIFE SAFETY AND LOCAL CODES. 1.06 EXCAVATION AND BACKFILL A. IN ACCORDANCE WITH THE CIVIL REQUIREMENTS. 1.07 TRAPS A. EACH FIXTURE, EQUIPMENT DRAIN OR FLOOR DRAIN SHALL BE SEPARATELY TRAPPED, UNLESS OTHERWISE INDICATED OR SPECIFIED. 1.08 UNIONS A. INSTALL ON ONE SIDE OF EACH VALVE OR CONNECTIONS TO EQUIPMENT. 1.09 SHOP DRAWINGS A. SEVEN (7) COPIES OF SHOP DRAWINGS OF EACH ITEM LISTED IN THE "EQUIPMENT SCHEDULES" OR ELSEWHERE ON THE DRAWINGS AND IN THE SPECIFICATIONS. (THESE SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND APPROVED BY HIM BEFORE THE CONTRACTOR MAY PURCHASE THE EQUIPMENT OR MATERIALS.) TWO SETS WILL BE RETAINED BY THE ARCHITECT. B. SHOP DRAWINGS SHALL BE SUBMITTED WITH ALL EQUIPMENT ITEMS COMPLETE AT ONE TIME. SHOP DRAWINGS SHALL BE PRESENTED IN BOOK FORM IN A HARDBACKED BINDER WITH HEAVY PAPER DIVIDERS FOR EACH PARAGRAPH OF THE SPECIFICATION DELINEATING AN ITEM OR ITEMS OF EQUIPMENT. DIVIDERS SHALL BE PROVIDED WITH SUBSTANTIAL STAGGERED INDEX TABS, WITH EACH TAB NUMBERED WITH THE SPECIFICATION PARAGRAPH NUMBER FOR THE INCLUDED ITEMS) OF EQUIPMENT. IN ADDITION, AN INDEX LISTING EACH TAB DIVISION WITH EQUIPMENT COVERED SHALL BE PROVIDED AT THE FRONT OF THE SUBMITTAL BOOK. ITEMS PRESENTED SINGLY FOR APPROVAL WILL NOT BE ACCEPTABLE. C. COORDINATE THE LOCATION OF FLOOR DRAINS, PIPING AND OTHER PERTINENT ITEMS WITH THE WORK OF OTHER TRADES. INSTALLA- TION OF THESE ITEMS SHALL BE MADE AFTER RECEIPT OF AND IN ACCORDANCE WITH THE APPROVED SHOP DRAWINGS. 1.10 GUARANTEE A. ALL EQUIPMENT, MATERIAL, ACCESSORIES AND INSTALLATION SHALL CARRY A GUARANTEE AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. EACH SYSTEM AS A WHOLE, AND IN ALL ITS PARTS, SHALL BE GUARANTEED TO FUNCTION CORRECTLY UP TO THE SPECIFIED CAPACITY. SHOULD A SYSTEM, OR ANY PART THEREOF, FAILS TO MEET THE PERFORMANCE REQUIRE- MENTS, NECESSARY REPLACEMENTS, ALTERNATIONS OR REPAIRS SHALL BE MADE TO BRING PERFORMANCE UP TO SPECIFIED REQUIRE- MENTS. BUILDING CONSTRUCTION FINISHES DAMAGED OR MARRED SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. ALL OF THE ABOVE DESCRIBED SHALL BE DONE WITHOUT COST TO THE OWNER. PART 2 - PRODUCTS 2.01 GENERAL A. ALL MATERIALS SHALL BE NEW AND FREE FROM ALL DEFECTS. THESE SPECIFICATIONS LIST ALL OF THE ACCEPTABLE MATERIALS FOR A GIVEN SERVICE, ONE OF WHICH SHALL BE USED UNLESS OTHERWISE SPECIFICALLY NOTED. B. THE QUALITY AND WEIGHT OF MATERIALS FURNISHED AND INSTALLED SHALL COMPLY WITH THE REQUIREMENTS OF THE APPROPRIATE STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM), LIFE SAFETY CODE AND THE LOCAL PLUMBING CODE. 2.02 PIPE AND FITTINGS A. GENERAL: ALL PIPING SHALL BE RUN STRAIGHT, PLUMB AND PROPERLY GRADED IN DIRECTION INDICATED ON THE DRAWINGS. CUT PIPE SHALL BE SQUARELY CUT AND PROPERLY REAMED TO REMOVE ALL CUTTINGS AND BURRS BEFORE MAKING UP THE JOINTS. FITTINGS AND NIPPLES SHALL BE OF THE SAME MATERIALS AS THE PIPE. B. CPVC SCHEDULE 80 PIPE SHALL BE SUITABLE FOR USE AT MAXIMUM WORKING PRESSURE OF 150 PSI. ALL PIPE MUST MEET THE REQUIREMENTS OF ASTM D-1784, ASTM F-441, AND NSF STANDARD 14. SOCKET TYPE FITTINGS SHALL MEET ASTM F-439. THREADED FITTINGS SHALL MEETE ASTM F-437 WITH THREADED BRASS INSERT BY IPT/HARRINGTON OR ACCEPTABLE ALTERNATIVE. SOLVENT WELD MATERIAL SHALL BE SOLVENT CEMENT MEETING THE REQUIREMENTS OF ASTM F-493. C. PLASTIC PIPE AND FITTINGS: PIPE SHALL BE SCHEDULE 40 PVC CONFORMING TO ASTM D1785. FITTINGS SHALL BE PVC CONFORMING TO ASTM D2466. SOLVENT CEMENT SHALL CONFORM TO ASTM D2564. CELLULAR CORE PIPING IS NOT ACCEPTABLE. 2.03 VALVES A. GENERAL: VALVE NUMBERS ARE SPECIFIED TO ESTABLISH TYPE AND QUALITY. EQUIVALENT VALVES WILL BE CONSIDERED FOR APPROVAL. B. DOMESTIC WATER PIPING: 1. GATE VALVES: 2" AND SMALLER - CRANE NO. 428 OR NO. 438 AS APPLICABLE. 2-1/2" IPS OR LARGER - CRANE #465-1/2 OR #461 AS APPLICABLE. 2. CHECK VALVES: 2" IPS OR SMALLER - CRANE #37. 2-1/2" IPS OR LARGER - CRANE 373. 3. HOSE BIBB: CHICAGO FAUCETS #387 WITH WATTS NO. 8A BACKFLOW PREVENTER. KEY OPERATED HANDLES. 4. BALL VALVES: FULL PORT BALL VALVES WITH STAINLESS STEEL STEM AND BALL WITH TEFLON SEAT AND RINGS. 5. GAS PIPING: BALL VALVES 2" IPS AND SMALLER SHALL BE CRANE #2330 -TF WITH TEFLON SEAT RINGS. 2.04 CLEANOUTS A. WHERE INDICATED AND AT THE BASE OF ALL RISERS. ADDITIONAL CLEANOUTS AT THE CONTRACTORS' OPTION FOR THE CONVENIENCE OF TESTING AND ERECTION. CLEANOUTS INSTALLED IN FLOORS WITH WATERPROOF MEMBRANE SHALL BE PROVIDED WITH CLAMPING RINGS. INSTALL CLEANOUT FRAMES AND COVERS TO BE FLUSH WITH THE ADJOINING ARCHITECTURAL FINISHING MATERIAL. CLEAN -OUTS LOCATED OUTSIDE THE BUILDING SHALL BE TWO-WAY TYPE. JOSAM MODEL NUMBERS ARE INDICATED BELOW. COMPARABLE MODEL NUMBERS BY WADE OR J. R. SMITH WILL BE CONSIDERED FOR APPROVAL. B. CLEANOUT PLUGS: JOSAM 58540-20. C. CLEANOUTS IN WALL: JOSAM 58790-22. D. CLEANOUTS IN CONCRETE AND TERRAllO FLOOR FINISHES: JOSAM 5846OA-2. 2.05 PIPE HANGERS A. HANGERS SHALL BE OF THE CLEVIS TYPE, MSS SP -58, TYPE 1 2.06 WATER HAMMER ARRESTORS A. IN CONFORMANCE WITH PLUMBING AND DRAINAGE INSTITUTE NO. PDI -WH -201. 2.07 PLUMBING FIXTURES A. GENERAL: ALL PLUMBING FIXTURES SHALL BE "FIRST QUALITY". ALL ENAMELED IRON FIXTURES SHALL HAVE ACID RESISTING WHITE ENAMEL. ALL FIXTURES AND FITTINGS PROPOSED SHALL BE FROM ONE MANUFACTURER AND OF SIMILAR CHARACTER. ESCUTCHEONS, HANDLES, ETC., ON THE DIFFERENT FIXTURES SHALL BE OF THE SAME DESIGN. ALL FIXTURES AND FITTINGS PROPOSED SHALL BE SUB- MITTED FOR APPROVAL WITH CATALOG CUTS AND FULL DESCRIPTION. ALL EXPOSED METAL AND PIPING NOT OTHERWISE SPECIFIED SHALL BE POLISHED CHROMIUM ON BRASS OR BRONZE. ALL COLD WATER SUPPLY TO FIXTURES SHALL BE PROVIDED WITH STOPS OF THE LOOSE KEY TYPE. B. SEE DESIGN BASIS FOR FIXTURE SPECIFICATIONS. WHERE FIXTURE TYPES REFER TO THOSE MANUFACTURED BY ACORN, UNLESS OTHERWISE NOTED, THESE NUMBERS ARE USED TO INDICATE TYPE AND QUALITY OF FIXTURES DESIRED. FIXTURES OF EQUAL QUALITY MANUFACTURED BY AMERICAN STANDARD, CRANE, ELJER OR KOHLER WILL BE CONSIDERED FOR APPROVAL. HANGER SUPPORTS AND CARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2.09 THERMAL INSULATION A. GENERAL: NO INSULATION SHALL BE INSTALLED UNTIL THE PIPING SYSTEMS HAVE BEEN CHECKED AND FOUND FREE OF ALL LEAKS. SURFACES SHALL BE CLEAN AND DRY BEFORE ATTEMPTING TO APPLY INSULATION. INSULATION SHALL BE INSTALLED BY A PROFESSIONAL INSULATION CONTRACTOR WITH ADEQUATE EXPERIENCE AND ABILITY TO PERFORM THE WORK. THE CONTRACTOR SHALL VERIFY THAT ALL MATERIALS COMPLY WITH THE SPECIFICATIONS. B. DOMESTIC WATER PIPING AND STORM PIPING (ALL BUT VERTICAL STORM PIPING): 1. MATERIAL: SHALL BE INSULATED WITH 1" THICK JOHNS -MANVILLE FLAME SAFE AF -T FIBERGLASS PIPE INSULATION. 2. APPLICATION: PRIOR TO INSTALLING THE INSULATION, THE PRESSURE RELEASE PAPER SHALL BE REMOVED FROM THE JACKET LAPS. PIPE INSULATION SHALL BE SECURED IN PLACE BY APPLYING PRESSURE TO THE PRESSURE SENSITIVE CLOSURE SYSTEM. ELBOWS SHALL BE INSULATED WITH JOHNS -MANVILLE UNIFIT PVC FITTING COVERS. VALVES AND OTHER IRREGULAR SHAPED FITTINGS SHALL BE INSULATED WITH PIPE INSULATION SEGMENTS AND FINISHED WITH A SKIM COAT OF AIR DRYING JOHNS -MANVILLE 375 CEMENT AND WHITE GLASS FABRIC DIPPED IN FOSTER'S 30-60 COATING OR EQUAL. PART 3 - EXECUTION 3.01 SOIL, WASTE, AND VENT PIPING A. BURIED PIPING: SOIL AND WASTE PIPE AND FITTINGS BELOW THE FLOOR SLAB AND TO THE BUILDING FIVE FOOT LINE SHALL BE OF SCHEDULE 40 PVC PLASTIC AND SHALL BE PROVIDED WITH A LOCATOR WIRE #12 GAGE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. B. ABOVE GRADE: SOIL, WASTE, AND VENT PIPING AND FITTINGS SHALL BE SCHEDULE 40 PVC PLASTIC. 3.02 DOMESTIC WATER PIPING A. ALL PIPE AND FITTINGS SHALL BE SCHEDULE 80 CPVC.. 3.03 GAS PIPING A.?SCHEDULE 40 BLACK STEEL PIPE WITH '150# BLACK MALLEABLE IRON FITTINGS. PIPE AND FITTINGS SHALL BE OF THE SCREW JOINT TYPE. GAS PIPING UNDER FLOOR SHALL BE IN STEEL CONDUIT. 3.04 CLEANING AND PROTECTION OF PIPE A. BEFORE BEING PLACED IN POSITION, PIPE AND FITTINGS SHALL BE CLEANED CAREFULLY. ALL PIPE SHALL BE MAINTAINED IN A CLEAN CONDITION. 3.05 PIPE IN TRENCHES A. SEWER AND WATER PIPING SHALL BE PLACED IN SEPARATE TRENCHES, B. WATER PIPING SHALL BE BURIED AT A DEPTH OF SIX INCHES BELOW THE FROST LINE OR A MINIMUM OF 12 INCHES, WHICHEVER IS GREATER. 3.06 PROTECTIVE COVERING FOR UNDERGROUND STEEL GAS PIPE A. PROTECTIVE COVERING FOR BLACK STEEL. UNDERGROUND PIPE SHALL BE MECHANICALLY APPLIED IN A FACTORY OR FIELD PLANT, ESPECIALLY EQUIPPED FOR THAT PURPOSE EXCEPT AS HERINAFTER SPECIFIED. FITTINGS WHICH CANNOT BE COATED AND WRAPPED MECHANICALLY SHALL HAVE PROTECTIVE COATING APPLIED BY HAND, PREFERABLY AT THE PLANT. JOINTS SHALL BE COATED AND WRAPPED BY HAND, IN A MANNER, AND Wh-H MATERIALS THAT WILL PRODUCE A COVERING OR COATING EQUALLY EFFECTIVE TO MECHANICALLY APPLIED COVERING. PIPE COVERING SHALL CONSIST OF COAL -TAR ENAMEL, A WRAPPER OF FELT AND A WRAPPER OF KRAFT PAPER OR A COAT OF WATER RESISTANCE WHITEWASH APPLIED IN ORDER NAMED AND CONFORMING TO AWWA C203 IN ALL RESPECTS AS TO MATERIALS, METHODS OF APPLICATION, TESTS AND HANDLING, EXCEPT THAT INTERIOR LINING WILL NOT BE REQUIRED. IN LIEU OF COAL -TAR AND FELT WRAPPING, A SHOP APPLIED, EXTRUDED POLYETHYLENE SHEATH MAY BE USED. WHEN EXTRUDED POLYETHELENE SHEATH IS USED FOR PROTECTIVE COATING, FITTINGS AND JOINTS SHALL BE COVERED IN A MANNER AND WITH THE MATERIALS RECOMMENDED BY THE APPLIER OF THE SHEATH. 3.07 INSTALLATION OF SCREW -JOINTED PIPING (IF USED) A. ALL PIPING SHALL BE CUT ACCURATELY TO MEASUREMENTS ESTABLISHED BY THE CONTRACTOR AND SHALL BE WORKED INTO PLACE WITHOUT SPRINGING OR FORCING. PROPER PROVISION SHALL BE MADE FOR THE EXPANSION AND CONTRACTION OF ALL PIPE LINES. PIPE AND FITTINGS SHALL BE FREE FROM FINS AND BURRS. SCREW JOINTS IN WATER PIPING SHALL BE MADE WITH A LUBRICANT APPLIED ON THE MALE THREADS ONLY. THREADS SHALL BE FULL CUT AND NOT MORE THAN THREE THREADS ON THE PIPE SHALL REMAIN EXPOSED. ALL FERROUS PIPE THREAD, AFTER BEING INSTALLED AND TESTED, SHALL BE GIVEN ONE COAT OF RED LEAD AND OIL PAINT. UNIONS AND UNION TYPE CONNECTIONS AND SHUT-OFF VALVES SHALL BE PROVIDED FOR ALL FIXTURES AND EQUIPMENT READY FOR DISCONNECTION. ON FERROUS PIPE 3 INCHES IN DIAMETER AND SMALLER, UNIONS SHALL BE 150 POUND STEAM -WORKING -PRESSURE MALLEABLE IRON GROUND JOINT TYPE. PIPE HUNG FROM CEILINGS SHALL BE SUPPORTED BY HEAVY, ADJUSTABLE HANGERS CONFORMING TO MSS SP -59. ALL HANGERS AND COLLARS SHALL BE OF SIZES SUITABLE FOR THE WEIGHT OF THE PIPE. ALL CHANGES IN SIZES OF PIPE SHALL BE MADE WITH REDUCING FITTINGS. 3.08 WATER HAMMER ARRESTORS A. WATER HAMMER ARRESTORS SHALL BE PROVIDED INSTEAD OF SITE -FABRICATED AIR CHAMBERS, AND SHALL BE SIZED AS REQUIRED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3.09 STORM AND SANITARY SYSTEMS A. STORM AND SANITARY SYSTEMS SHALL BE PROVIDED WHERE APPLICABLE, WITH Y FITTINGS AND 1/8 OR 1/16 BENDS OR COMBINATION Y AND 1/8 BENDS. ALL FIXTURES NOT SPECIFIED TO BE PROVIDED WITH TRAPS AS INTEGRAL PARTS OF THEIR OUTFITS AND ALL DRAINS SHALL HAVE SEPARATE TRAPS WITH CLEANOUTS. WASTE LINES SHALL NOT BE LESS THAN 2 INCHES IN DIAMETER. ALL FIXTURES SHALL BE INDIVIDUALLY VENTED, OR SHALL BE CONNECTED TO A VENTED SOIL OR WASTE LINE. UNLESS INDICATED OTHERWISE, SANITARY PIPING SHALL FORM CIRCUIT OR LOOP VENTS WITH NO DEAD ENDS OR INVERTED SIPHONS. CIRCUIT OR LOOP VENT LINES SHALL BE CONNECTED AT A HEIGHT OF NOT LESS THAN 12 INCHES ABOVE THE FIXTURES SERVED. HORIZONTAL VENTS SHALL SLOPE DOWN TO WASTE OR SOIL BRANCH OR STACK. HORIZONTAL SOIL AND WASTE PIPING, GENERALLY, SHALL BE GRADED 1/8 INCH PER FOOT. VERTICAL STACKS SHALL BE EXTENDED FULL SIZE AS VENTS TO NOT LESS THAN 12 INCHES ABOVE THE ROOF AND SHALL BE PLACED IN POSITION BEFORE THE ROOFING IS APPLIED. WHERE PRACTICABLE, TWO OR MORE VENT LINES MAY BE CONNECTED AND EXTENDED AS ONE PIPE THROUGH THE ROOF. CLEANOUTS SHALL BE INSTALLED AT THE FOOT OF EACH SOIL OR WASTE LINE, AT CHANGES IN DIRECTION IN THE LINES, AND WHERE INDICATED; HOWEVER, WITHIN THE BUILDINGS, THE DISTANCE BETWEEN CLEANOUTS IN HORIZONTAL RUNS SHALL IN NO CASE EXCEED 50 FEET. CLEANOUTS IN FLOORS SHALL BE EXTENDED FULL SIZE TO THE FLOOR LEVEL WITH OUTLETS FITTED WITH TRAP SCREWS WITH COUNTERSUNK CAPS. CLEANOUTS SHALL BE PIPE SIZE EXCEPT NO CLEANOUT SHALL EXCEED 6 INCHES IN DIAMETER. VENT FLASHING AT THE ROOF SHALL EXTEND NOT LESS THAN 8 INCHES FROM THE VENT PIPE IN ALL DIRECTIONS. LEAD FLASHING SHALL BE TURNED DOWN INTO THE PIPES OR HUBS. 3.10 GAS PIPING SYSTEMS A. SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL FUEL GAS CODE, PART 1, (NFPA NO. 54) BY A CONTRACTOR DULY LICENSED BY THE STATE AS A GAS INSTALLER. 3.10 WATER SYSTEMS A. WATER SYSTEMS SHALL BE INSTALLED WITH A FALL TOWARDS THE SHUT-OFF VALVE OR THE LOWEST FIXTURE. BRANCHES FROM COLD WATER LINES SHALL BE PROVIDED TO FIXTJRES AND OUTLETS AS INDICATED. 3.11 WATER VALVES A. WATER VALVES SHALL BE INSTALLED IN ACCESSIBLE PLACES AND SHALL BE LOCATED AS FOLLOWS: 1. VALVE WITH HOSE CONNECTION ON THE BUILDING SIDE OF THE MAIN SHUT-OFF VALVE 2. SHUT-OFF VALVE ON EACH SUPPLY TO EACH FIXTURE NOT PROVIDED WITH COMPRESSION STOP 3. VALVES SHALL BE PROVIDED ON ALL BRANCHES SERVING MORE THAN ONE FIXTURE. 3.10 INSTALLATION OF FIXTURES A. CONNECTIONS BETWEEN WATER CLOSETS AND THE FLANGES ON SOIL PIPE SHALL BE MADE GAS AND WATER TIGHT WITH ONE PIECE SPECIAL MOLDED GASKET. ALL BULK MATERIAL INCLUDING PUTTY AND PLASTICS SHALL NOT BE USED. FLOOR DRAINS SHALL BE SECURED TO THE WATERPROOFING OR FLASHING IN A WATER TIGHT MANNER. EXACT ROUGH -IN LOCATIONS FOR FIXTURES AND FLOOR DRAINS SHALL BE DETERMINED FROM THE ARCHITECTURAL DRAWINGS. 3.11 SUPPORTS AND FASTENINGS A. PLUMBING FIXTURES, TRIMMINGS, ACCESSORIES AND APPURTENANCES SHALL BE SECURED TO CONCRETE BY 1/4 INCH BRASS EXPANSION BOLTS NOT LESS THAN 4 INCHES LONG, AND TO GYPSUM WITH STEEL PLATES 1/8 INCH THICK, 6 INCHES WIDE AND NOT LESS THAN 24 INCHES LONG AT THE BACK OF THE THROUGH BOLTS. EXPANSION BOLTS SHALL BE OF A LENGTH SUFFICIENT TO EXTEND AT LEAST 3 INCHES INTO SOLID CONCRETE. THROUGH BOLTS SHALL BE PROVIDED WITH PLATES OR WASHERS AT THE BACK AND SET SO THAT HEADS, NUTS, AND WASHERS WILL BE CONCEALED BY THE WALL MATERIAL. EXPOSED HEADS OF BOLTS, AND NUTS SHALL BE NICKEL -CHROMIUM PLATED HEXAGONS WITH ROUNDED TOPS. WHERE NECESSARY, NICKEL -CHROMIUM PLATED WASHERS SHALL BE PROVIDED. 3.12 PIPE SLEEVES A. PIPE SLEEVES SHALL BE PROVIDED WHERE PIPES PASS THROUGH MASONRY OR CONCRETE WALLS, FLOORS, ROOFS AND PARTITIONS. SLEEVES SHALL BE PLACED DURING CONSTRUCTION OF THE BUILDING AND AT NO TIME SHALL JACK HAMMERS BE USED. SLEEVES IN OUTSIDE WALLS BELOW AND ABOVE GRADE, OR IN FLOOR SLABS, SHALL BE ZINC -COATED SHEET STEEL. SPACE BETWEEN PIPE, TUBING OR INSULATION AND THE SLEEVE SHALL NOT LESS THAN I/4 INCH. SLEEVES SHALL BE HELD SECURELY IN PROPER POSITION AND LOCATION BEFORE AND DURING CONSTRUCTION. ALL SLEEVES SHALL BE OF SUFFICIENT LENGTH TO PASS THROUGH ENTIRE THICKNESS OF WALLS, PARTITIONS OR SLABS. SLEEVES IN FLOOR SLABS SHALL EXTEND 2 INCHES ABOVE THE FINISHED FLOOR. SPACE BETWEEN THE PIPE AND THE SLEEVE SHALL BE FIRMLY PACKED WITH OAKUM AND CAULKED ON BOTH ENDS OF THE SLEEVE WITH INSULATING CEMENT. SLEEVES LOCATED IN WATERPROOFED CONSTRUCTION SHALL BE PROVIDED WITH FLANGE AND CLAMPING RING. SLEEVES ARE NOT REQUIRED IN FLOOR SLABS LOCATED ON GRADE EXCEPT THAT COPPER PIPE SHALL NOT COME INTO CONCRETE. 3.13 STERILIZATION A. PRIOR TO STARTING WORK, VERIFY SYSTEM IS COMPLETE, FLUSHED AND CLEAN. B. ENSURE PH OF WATER TO BE TREATED IS BETWEEN 7.4 AND 7.6 BY ADDING ALKALI (CAUSTIC SODA OR SODA ASH) OR ACID (HYDROCHLORIC). C. INJECT DISINFECTANT, FREE CHLORINE N LIQUID, POWDER, TABLET OR GAS FORM, THROUGHOUT SYSTEM TO OBTAIN 50 TO 80 MG/L RESIDUAL. D. BLEED WATER FROM OUTLETS TO ENSURE DISTRIBUTION AND TEST FOR DISINFECTANT RESIDUAL AT MINIMUM 15 PERCENT OF OUTLETS. E. MAINTAIN DISINFECTANT IN SYSTEM FOR 24 HOURS. F. IF FINAL DISINFECTANT RESIDUAL TESTS LESS THAN 25 MG/L, REPEAT TREATMENT. G. FLUSH DISINFECTANT FROM SYSTEM UNTIL RESIDUAL EQUAL TO THAT OF INCOMING WATER OR 1.0 MG/L. H. TAKE SAMPLES NO SOONER THAN 24 HOURS AFTER FLUSHING, FROM 10 PERCENT OF OUTLETS AND FROM WATER ENTRY, AND ANALYZE IN ACCORDANCE WITH AWWA C651. I. A TESTING FIRM COMPANY SPECIALIZING IN TESTING POTABLE WATER SYSTEMS SHALL BE APPROVED BY THE STATE. J. A CERTIFICATE SHALL BE SUBMITTED TO OWNER THAT CLEANLINESS OF WATER DISTRIBUTION SYSTEM MEETS OR EXCEEDS STATE HRS REQUIREMENTS. 3.14 ANCHORING, GUIDING AND SUPPORTING OF PIPING A. ALL PIPING SHALL BE ANCHORED AND SUPPORTED IN A MANNER SUCH THAT EXPANSION AND CONTRACTING WILL TAKE PLACE IN THE DIRECTION DESIRED AND VIBRATION AND UNDUE STRAINS ON EQUIPMENT WILL BE PREVENTED BY USE OF VIBRATION DAMPENERS. HANGERS USED FOR THE SUPPORT OF PIPING, 2 INCH NOMINAL PIPE SIZE AND LARGER, SHALL BE FABRICATED TO PERMIT ADEQUATE ADJUSTMENT AFTER ERECTION WHILE STILL SUPPORTING THE LOAD. WALL BRACKETS SHALL BE USED WHERE PIPES ARE ADJACENT TO WALL OR OTHER VERTICAL SURFACES THAT MAY BE USED FOR SUPPORTS. SUPPORTS SHALL BE PROVIDED WITH A TYPE 40 PIPE COVERING PROTECTION SADDLE AT EACH SUPPORT IN ACCORDANCE WITH TABLE 4 OF SP -69. PIPE SUPPORTS SHALL BE SPACED TO PROVIDE ADEQUATE SUPPORT FOR THE PIPES, THE MEDIUM IN THE PIPE, INSULATION, VALVES AND FITTINGS; SPACING OF SUPPORTS SHALL BE SUCH AS TO PREVENT THE FORMING OF POCKETS. THE MAXIMUM HORIZONTAL SPACING FOR METAL PIPING BETWEEN PIPE SUPPORTS SHALL CONFORM TO TABLE 3 OF MSS SP -69, EXCEPT THAT CAST IRON SOIL PIPE SHALL HAVE A MAXIMUM SPACING BETWEEN HANGERS OF 5 FEET. VERTICAL PIPING SHALL BE SUPPORTED BY BOLTED STEEL CLAMPS OR TYPE CONFORMING TO MSS SP -69. PIPE HANGERS SHALL BE ISOLATED FROM UNINSULATED METAL PIPE WITH NEOPRENE PADS SUCH THAT ORGAN MUSIC WILL NOT PERMIT OR CAUSE THE PIPE TO VIBRATE WITHIN THE SUPPORT. 3.15 INSTRUCTION MANUALS A. FURNISH FOUR COMPLETE COPIES OF INSTRUCTIONS EXPLAINING OPERATION AND MAINTENANCE AND REPLACEMENT PARTS LISTS FOR THE FAUCET TRIM, FLUSH VALVES, GAS VALVES, AND FIXTURES. 3.16 SAFETY CODE A. ALL PIPING IN ACCORDANCE WITH ANSI A13.1981, 3.17 AS -BUILT DRAWINGS A. PROVIDE A COMPLETE SET OF REPRODUCIBLE "AS -BUILT" DRAWINGS AT JOB COMPLETION. UPON REQUEST, THE ARCHITECT WILL PROVIDE THE CONTRACTOR WITH REPRODUCIBLE COPIES OF THE CONTRACT DRAWINGS FOR THE USE IN MAKING THESE "AS -BUILT" DRAWINGS. +3"VTR 3" 3"SAN - CONNECT TO EXISTING WASTE SCALE: NONE RISER DIAGRAM NOTE: SA BUILDING GjLJ jIV VLI\ II IL MLJ u, -N LIV FELLOWSHIP HALL THAT IS TO BE DEMOLISHED. THIS SYSTEM MUST BE MAINTAINED. EXTEND A NEW 4"SANITARY AS REQUIRED TO DO SO. B A.1 A PLUMBING FLOOR PLAN -GROUND LEVEL SCALE: 1/8"=11'-O" 3.18 FIELD TESTS A. WATER SUPPLY PIPING SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST OF 100 PSI MINIMUM. PRESSURE SHALL BE MAINTAINED ON THE LINES FOR A PERIOD OF TIME SUFFICIENT TO EXAMINE THE ENTIRE SYSTEM BUT NOT LESS THAN ONE HOUR. B. SANITARY PIPING: BEFORE THE INSTALLATION OF ANY FIXTURES, THE VENTS OF THE SYSTEM SHALL BE CAPPED AND ALL LINES FILLED WITH WATER TO THE ROOF AND ALLOWED TO STAND UNTIL A THOROUGH INSPECTION HAS BEEN MADE. AFTER THE FIXTURES ARE SET, A SMOKE OR EQUIVALENT TEST SHALL BE MADE USING A SUITABLE APPARATUS. C. GAS PIPING: SHALL BE SUBJECTED TO AN AIR PRESSURE OF NOT LESS THAN 50 PSI. PRESSURE SHALL BE MAINTAINED ON THE LINES FOR A PERIOD OF TIME SUFFICIENT TO EXAMINE THE ENTIRE SYSTEM BUT NOT LESS THAN ONE HOUR. KEY PLAN SCALE: NTS COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. do FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA /25911 FL PE X59813 NO. REVISION/ISSUE DATE BLDG. C- ADMINISTRATION PLUMBING PLANS 6 RISERS 100% Construction Documents 00050817 PROJ. NO. SL DWN BY AS SHOWN SCALE 05-23-06 DATE P-Cloo ID _� -3-ST-EXTEND TO NEAREST STORM 1 BASIN - SEE 8 - -- LANDSCAPE DRAWINGS 1 1 1 1 1 (� 1 � 1 1 1 1 1 3"R D 1 2"ST DOWN IN VE TIBULE STORAGE WALL - 3"ST F1 001 124 BELOW GRADE � 2"RD 6"ST DOWN FROM i /AV GUTTER TO i- - 1 BELOW GRADE f 130 _ 1 4!EC. 1 _ 122 1 — 123 / 1 FOR WORK THIS AREA, SEE \ C2.)-----�6 ST DOWN FROM 1 / ENLARGED PLAN 3 \\ GUTTER TO / 1 BELOW GRADE / I 1 FELLOWSHIP 1 6"ST - EXTEND 'ST STOR L— I 1 _ 1 TO NEAREST STORM BASIN - 2"R -� 1 SEE LANDSCAPE _ 1 DRAWING 1 1 3 2"ST DROP \ 1 IN WALL \ 3"ST - EXTEND \ / TO NEAREST STORM BASIN SEE LANDSCAPE DRAWING 1 / RD 4 CORR. FOR WORK THIS 119 1 AREA, SEE ENLARGED PLAN 2 1 PLATFORM _ AREA 1 5 ILET DRESS 1 18 1 115 1 ® 1 TOIL p 7 __ 1 f 1 S RAGE GCo 1 4"SAN - SEE 1 CIVIL FOR / CONTINUATION 1 A T) PLUMBING FLOOR PLAN - GROUND LEVEL SCALE: 1/8" = 1'-0" FOR WORK THIS AREA, SEE CMI Ater n nI Ani � 3"ST-EXTEND NEAREST STOF --s BASIN - SEE LANDSCAPE DRAWINGS 4"SAN - SEE -i CIVIL FOR CONTINUATION STOR. 129 3"ST-EXTEND NEAREST STOE -i BASIN - SEE LANDSCAPE DRAWINGS DU U/ -\L LI' I -L C;W — FUK GAS TANK CONTINUATION SEE 4"ST - EXTEND CIVIL DRAWINGS TO NEI�REST I STORM EASIN - SEE LANDSCAPE DRAWINGS ENLARGED FLOOR PLAN SCALE: 1/4" = 1'-0" FOR CONTINUATION 1 SEE FLOOR PLAN THIS SHEET 1 1 ENLARGED FLOOR PLAN SCALE: 1/4" = 1'-0" i� ENLARGED FLOOR PLAN F-100 SCALE: 1/4" = 1'-0" WN KEY PLAN COMMUNITY PRESBYTERIAN CHURCH I CLIENT I Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 1 ARCHITECT 1 VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL G.M. H11 Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 FL COA 7068 FL PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA /25911 FL PE 9813 NO. I REVISION/ISSUE I DATE BUILDING F - PLUMBING FLOOR PLAN b ENLARGED PLANS 100% Construction Documents ROJ017 8NO.1 DWN BY SL 1 AS SCALE) 1 0 5-23-0 DATE6 P -F100 C 1 1 � / 1 1 / 1 / 11 � � VE TIBULE � 00 AV 1 / FIRE PROTECTION FLOOR PLAN -GROUND LEVEL SCALE: 1/8* = 1'-0" NOTE: ALL SPRINKLER HEADS SHALL BE INSTALLED UTILIZING RETURN BENDS OR "ARM OVERS" - NOT DIRECT TAPS OFF THE BOTTOM OF THE MAIN. TO MINIMIZE CONDENSATION OF WATER IN THE DROP TO THE TEST CONNECTION, PROVIDE A NIPPLE -UP OFF THE BRANCH LINE. FROM REMOTE END OF BRANCH LINE TEST VALVE IN READILY ACCESSIBLE LOCATION PLUG - FOR TESTING, REMOVE AND INSTALL TEMPORARY CONNECTION UNION 45' ELL 8 6 7 SEE PLAN FOR INSPECTOR'S TEST PORT LOCATION ALARM CHECK VALVE SUSPENDED MAIN DRAIN VALVE CEILING SMOOTH BORE CORROSION RESISTANT OUTLET SPRINKLER GIVING FLOW EQUIVALENT TO ONE RETURN R IEND &OEM o LM 11HOPECMIRS TE87 CONIME=0H NOT TO SCALE M.J. X FL. ADAPTER STEEL RISER -' GROUND LEVEL TH RU.S-T- B LO CK _- -(PER NFPA 24) LOCATION OF NEW KITCHEN HOOD. RELOCATE EXISTING FIRE SUPPRESSION SYSTEM FROM EXISTING HOOD TO NEW HOOD. D.I.P. RISER 6" U.G. PIPING n nrann- nn nMn nw(RirsFp) nrs�Fnnn NOT TO SCALE ALL THREAD ROD PIPE RING HANGER DETAI L NOT TO SCALE FIRE I PROTE=*N,ENERALNOTES 1. THE FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13 (2002), NFPA 14 (2003), NFPA 24, (2002) AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. 2. ADHERE TO AND OBTAIN ALL PERMITS, LICENSES AND ALL GOVERNMENT REQUIREMENTS. 3. FINAL INSPECTION AND APPROVAL SHALL BE BY FIRE PROTECTION AUTHORITIES HAVING JURISDICTION AND THE ARCHITECT/ENGINEER. 4. PROVIDE SYSTEMS WITH FLUSHING CONNECTIONS, DRAINAGE AND INSPECTOR'S TEST IN ACCORDANCE WITH NFPA 13. 5. THE CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS IS TO BE DONE ONLY WITH THE WRITTEN APPROVAL OF THE ARCHITECT. 6. PROVIDE HEAD GUARDS ON SPRINKLER HEADS IN ELECTRIC, TELEPHONE AND MECHANICAL EQUIPMENT ROOMS IF THEY ARE LESS THAN 7'-0" AFF. 7. PIPE ROUTING SHOWN SHALL BE USED AND ANY ADDDITIONAL OFFSETS OR FITTINGS REQUIRED FOR PROPER INSATLLATION, COORDINATION WITH OTHER TRADES, AND/OR TO MAINTAIN PROPER CLEARANCES SHALL BE PROVIDED. VERIFY STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL INSTALLATIONS AND AVOID ANY/ALL OBSTRUCTIONS OR INTERFERENCES WITH THE FIRE PROTECTION PIPE ROUTING. 8. FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE WALL, CEILINGS, FLOORS, ROOFS, ETC. FLASH AND COUNTERFLASH ROOF PENETRATION. 9. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS OR CHASES. 10. SPRINKLER HEADS ARE TO BE COORDINATED WITH ALL AIR DISTRIBUTION DEVICES, SPEAKERS, LIGHTING FIXTURES, ETC. 11. ALL EXPOSED PIPES SHALL BE GALVANIZED AND REAMED AND CLEANED BEFORE ASSEMBLY. 12, ALL EXPOSED FITTINGS SHLL BE CORROSION RESISSTANT. 13. THE METHODS OF HANGING PIPES, HEADERS AND BRANCHES SHALL BE IN ACCORDANCE WITH NFPA 13 (2002). HANGERS SHALL BE CORROSION RESISTANT. 14. THE TEMPERATURE RATINGS OF AUTOMATIC SPRINKLER BULB ELEMENTS TO BE IN ACCORDANCE WITH NFPA 13 (2002) AND AS INDICATED ON THE DRAWINGS. 15. VALVES FOR FIRE SERVICE SHALL BE LISTED BY UNDERWRITERS LABORATORIES, INC. OR FACTORY MUTUAL LABORATORIES. VALVES SHALL BE MARKED "UL" OR "FM" AND BE RATED FOR 175 PSI WORKING PRESSURE. 16. ALL SHUT-OFF VALVES FOR FIRE SERVICE SHALL BE ELECTRONICALLY SUPERVISED. THE TYPE AND EXACT LOCATION OF THE FLOW, PRESSURE AND SUPERVISORY SWITCHES SHALL BE ACCOMPLISHED BETWEEN THE DIFFERENT RESPONSIBLE TRADES. 17. ALL POWER WIRING SHALL BE ACCOMPLISHED UNDER THE ELECTRICAL DIVISION.ALL CONTROL AND INTERLOCK WIRING SHALL BE ACCOMPLISHED UNDER THIS SECTION OF THE SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS IN THE ELECTRICAL DIVISION. COORDINATE ALL ELECTRICAL ITEMS WITH THE ELECTRICAL CONTRACTOR TO INSURE PROPER COORDINATION. 18. A SPRINKLER HEAD SHLL BE INSTALLED NO FURTHER THAN 7'-6" FROM EITHER SIDE OF ANY MAGNETICALLY HELD OPEN SMOKE DOOR. 19. SPRINKLERS SHALL COVER THE ENTIRE AREA OF THE ROOM INCLUDING ALCOVES. SPRAY SHALL NOT BE BLOCKED BY WALLS, PARTITIONS, REVEALS, OR SOFFITS. 20. ALL SPINKLER HEADS MOUNTED IN CEILING SHALL BE LOCATED A MINIMUM OF 4" AWAY FROM ANY WALLS, CEILING HEIGHT CHANGES OR ANY OTHER VERTICL INTERESECTING SPACE. 21. SPRINKLER HEADS SHALL BE CENTERED IN CEILING TILES. 22. PROVIDE SPRINKLERS ABOVE AND BELOW EPOSED DUCTWORK 4 FEET WIDE OR WIDER. DRAIN THRU WALL TO GROUND NOTE: FIRE DEPARTMENT CONNECTION AT THE BACKFLOW PREVENTER WATER MOTOR GONG RETARDING CHAMBER 34 2 �-- AUTOMATIC 1 DRIP CUP 4 EQUIPMENT LEGEND 4 1. ALARM TEST VALVE 2. ALARM SHUTOFF AND CHECK VALVE 3. WATER PRESSURE GAUGE 4. OS & Y GATE VALVE 5. CHECK VALVE 6. GATE VALVE 7. INSPECTOR'S TEST CONNECTION 8. SPRINKLER PENDENT GROUND CONCRETE FLOOR THRUST BLOCK TYPICAL ALL UNDERGROUND ELBOWS �! �� SEE SITE PLAN (SEE CIVIL) - '�T FOR CONTINUATION WET PIPE FIRE SPRINKLER RISER DETAIL NOT TO SCALE FLOW TEST DATA STATIC PRESSURE: ?? PSI RESIDUAL PRESSURE: ?? PSI GALLONS FLOWING: ?? GPM DATE OF TEST: TIME OF TEST: - TESTED BY: - WITNESSED BY: ELEVATION: 0 FT. HYDRANT BUTT COEFFICIENT: THERE WERE ? ?" PORTS USED DURING THE TEST. THE PITOT READING WAS ?PSI. THE FLOW RATE WAS ? @ 20PSI. THE FLOW HYDRANT WAS LOCATED ?FT FROM THE INTERSECTION OF ?. THE STATIC RESIDUAL HYDRANT WAS AT THE INTERSECTION OF ?. NOTE: FLOW TEST RESULTS WERE NOT AVAILABLE PRIOR TO COMPLETEING THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THESE RESULTS PRIOR TO BID. FELLOWSHIP HALL ONE STORY FELLOWSHIP HALL (FLOOR AREA 7,175 SQ. FT) DESIGNED PER NFPA 13-2002 FOR LIGHT HAZARD OCCUPANCY. DESIGN CRITERIA TO BE 0.10 GPM/SQ. FT. OVER THE MOST REMOTE 1500 SQ. FT. SPRINKLERS TO BE QUICK RESPONSE RATED AT 165F AT A MAXIMUM OF 225 SQ. FT. ALL WORK AND MATERIALS TO BE INACCORDANCE WITH NFPA 13-2002 AND FACTORY MUTUAL REQUIREMENTS. SIDEWALL HEADS ARE TO BE USED IN ELECTRICAL AND COMMUNICATIONS ROOMS WITH NO PIPING IN THESE ROOMS. HEADS IN THE "FLOATING CEILING" AT THE FELLOWSHIP HALL TO BE COORDINATED WITH THE ARCHITECT - PROVIDE AN ALLOWANCE FOR EXTRA HEADS. ALL OTHER HEAD LOCATIONS ARE TO BE CENTERED IN CEILING TILES AND COORDINATED WITH THE REFLECTED CEILING PLANS. KEY PLAN SCALE: NTS COMMUNITY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Certificate of Authorization #26181 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 FL COA 7068 FL PE 36120 I ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE x'59813 NO. I REVISION/ISSUE I DATE BUILDING F - FIRE PROTECTION FLOOR PLAN 8 DETAILS 100% Construction Docu sm en is 00050817 PROJ. NO. SL DWN BY AS SHOWN SCALE 05-23-06 DATE FP+100 ELECTRICAL LEGEND ABOVE SP SURGE PROTECTOR, APT #TE/XGA=SC I ARE ABOVE FINISHED FLOOR - -9 y AIC AMPERE INTERRUPTING CAPACITY ATM RJ -45 CONNECTOR B BOTTOM BC BELOW COUNTER POWER DEVICE LEGEND BREAKER C ELECTRICAL SYSTEMS LEGEND CCTV CLOSED CIRCUIT TELEVISION SWITCH LEGEND I I = RECEPTACLE, DOUBLE DUPLEX, 20A, NEMA 5-20R (RED), IN SURFACE RACEWAY, SYMBOL I ALL RECESSED LIGHTING FIXTURES IN FIRE RATED CEILINGS SHALL BE TENTED TO COMPLY WITH THE APPLICABLE COMMUNICATION OUTLET - (1) RJ45 JACK - VOICE $ k 48" TO C.L. SWITCH -KEY ACTUATED GRADE. REPRESENTS TWO DUPLEX OUTLETS WIRED TO CLEAN POWER. 17. NOT USED 37• WHERE CABLES OR CONDUITS ARE REQUIRED TO PASS THROUGH FIRE RATED WALL, FLOOR OR CEILING THEY SHALL BE ATTENTION. SWITCHING EQUIPMENT DSS I[ - RECEPTACLE, DUPLEX, 20A, NEMA 5-20R (RED); IN SURFACE RACEWAY, SYMBOL REPRESENTS DUPLEX 4 - COMMUNICATION OUTLET - (1) RJ45 JACK - DATA $3k 48" TO C.L. SWITCH, 3 WAY -KEY ACTVATED RESISTANCE DIRECTORY. ALL INTERIOR CORRIDORS HAVE FIRE RATED WALLS. ANY PENETRATION THROUGH THESE WALLS OUTLET WIRED TO CLEAN POWER. . EWH COMMUNICATION OUTLET - (2) RJ45 JACKS - VOICE/DATA $,k 48" TO C.L. SWITCH, 4 WAY -KEY ACTUATED 18" TO C.L. RECEPTACLE, DOUBLE DUPLEX, 20A, NEMA 5-20R (IVORY) WITH STAINLESS STEEL COVER PLATE [DSS]SATELLITE PLANS INDICATE ADDITIONAL DATA AS TO THE FINAL FIXTURE PLACEMENT. VIDEO CONNECTION (RECEIVER LOCATION) $a 48" TO C.L. SWITCH, SINGLE- RED HANDLE FOR EM. CIRCUITS GFI/AC/WP RECEPTACLE: GFI-GROUND FAULT INTERRUPTING: AC -MOUNT 12"ABOVE COUNTER: WP -WEATHERPROOF INTERCOM TERMINAL CABINET IT 39. ALL CONDUIT BENDS FOR CATEGORY 5E OR 6 COMMUNICATIONS WIRING SHALL BE SMOOTH LONG RADIUS TYPE, "LB" TYPE 2 22. ALL CONDUITS SHALL HAVE A SEPARATE GREEN GROUND CONDUCTOR INSTALLED FOR GROUNDING. FITTINGS SHALL NOT BE USED: ELECTRICAL SERVICE FOR ALL ITEMS AND/OR EQUIPMENT REQUIRING ELECTRICAL SERVICE IS INCLUDED. TV ANY EXISTING UTILITIES LOCATED IN THE AREA OF CONSTRUCTION WHICH REQUIRE RELOCATION BY THE OWNER (1) F -TYPE COAX CONNECTOR, RG -6 $ 48" TO C.L. SWITCH, 2 POLE- RED HANDLE FOR EM. CIRCUITS SEM 18" TO C.L. RECEPTACLE, EMERGENCY POWER, DUPLEX, NEMA 5-20R, WALL MOUNTED /p SCP PUBLC TELEPHONE JACK (1)RJ45 "(PROVIDE 1 CAT5 CABLE TO NEAREST TELE. ROOM FOR EACH PHONE)" $3 48" TO C.L. SWITCH, 3 WAY- RED HANDLE FOR EM. CIRCUITS =Q 18" TO C.L. RECEPTACLE, DUPLEX, NEMA 5-20R, WALL MOUNTED SECURITY TERMINAL CABINET LIMITING FUSES, UNLESS NOTED OTHERWISE. TOP 4 48" TO C.L. SWITCH, 4 WAY- RED HANDLE FOR EM. CIRCUITS � IG 18" TO C.L. RECEPTACLE, DUPLEX, NEMA 5-20R, WALL MOUNTED, ISOLATED GROUND W 60" TO C.L. WALL PHONE JACK FOR PHONES (1) RJ45 JACK P 48" TO C.L. SWITCH, WITH PILOT LIGHT WEATHERPROOF ENGINEER. (B _ CARLON MULTI-GARD SYSTEM 4" SCHEDULE 40 PVC OR EMT WITH FOUR (4) PVC SMOOTH, PRE-LUBED INNERDUCTS. PROVIDE ALL 7. ALL PANELBOARDS SHALL BE PROVIDED WITH A TYPEWRITTEN SCHEDULE SHOWING CIRCUIT NUMBERS AND A COMPLETE 18" TO C.L. RECEPTACLE, DOUBLE DUPLEX, RED NEMA 5-20R, WALL MOUNTED, WIRED TO CLEAN POWER (COMPUTER PANEL) SYMBOL PVCEMT ALL WORK SHOWN ON THE ELECTRICAL PLANS SHALL BE PERFORMED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. FACTORY MADE COMPONENTS TO COMPLETE SYSTEM INSTALLATION. PROVIDE PVC FOR EXTERIOR USE AND EMT FOR INTERIOR USE AND $ 48" TO C.L. SWITCH, SINGLE POLE, DOUBLE THROW, CENTER OFF MOMENTARY REPRESENTS DOUBLE DUPLEX OUTLETS. 29. ALL SURGE PROTECTED OUTLETS SHALL BE EJUAL AREAS SUBJECT TO PHYSICAL DAMAGE. CONTRACTOR SHALL ADJUST WIRE AND CONDUIT SIZES IF OTHER INSULATION TYPES ARE USED. 18" TO C.L. RECEPTACLE, DUPLEX, RED NEMA 5-20R, WALL MOUNTED, WIRED TO CLEAN POWER (COMPUTER PANEL)�- 12" GEN RIC CABLE TRAY, WIDTH AS INDICATED D 48" TO C.L. SWITCH, DIMMER INSPECTION, TESTING AND SERVICE CONSIDERATIONS. DEVICES SHALL BE MANUFACTURED BY HUBBELL OR APPROVED EQUAL. $F $F 48" TO C.L. SWITCH, FAN -_'T - 18" TO C.L. RECEPTACLE, DUPLEX, NEMA LS -20R, WALL MOUNTED, LOCKING F7 SIGN JUNCTION BOX DATA, PROVIDE (1) RJ45 JACK $M AT EQUIP. SWITCH, MOTOR RATED, 1 -POLE ® RECEPTACLE, DUPLEX, NEMA 5-20R, MOUNTED ON STUB UP (OR CEILING) a CONNECTIONS AND TESTING OF THE FIRE ALARM SYSTEM. AT THE COMPLETION OF THE PROJECT, THE MANUFACTURER 12. ALL CONDUIT RUNS SHALL BE CONCEALED UNLESS SPECIFICALLY NOTED OTHERWISE. ®T RECEPTACLE, DUPLEX, NEMA L5 -20R, MOUNTED ON STUB UP (OR CEILING), LOCKING _ DATA JACKS OUTSIDE THE BUILDING ON COLUMNS SHALL HAVE HINGED GASKETEDCOVERS OS 48" TO C.L. SWITCH, OCCUPANCY SENSOR, WALL MOUNTED, PASSIVE THE CONTRACTOR SHALL VERIFY CEILING TYPES AND INSTALLATION REQUIREMENTS PRIOR TO ORDERING LIGHT ALL SUBSTITUTIONS ARE SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. AND CLEAR PLEXIGLASS SHIELDS OVERTOP TO PROTECT JACK WHILE 14. ALL EXIT LIGHTS SHALL BE PROVIDED WITH UNIVERSAL MOUNTING BRACKETS. INFARED. PASS & SEYMOUR MODEL WS3000, OR EQUAL. REFER TO SPECIFICATIONS FOR MORE INFORMATION. RECEPTACLE, SPECIAL PURPOSE OUTLET. NEMA TYPE INDICATED. THE CONTRACTOR SHALL VERIFY ALL DIRECTIONAL ARROWS PRIOR TO ORDERING FIXTURES. 35. IN USE. IS INDICATED FOR ROUTING OF TELEPHONE, DATA AND/OR TV CABLES, 15. THE CONTRACTOR SHALL FURNISH THE AIR CONDITIONING SUBCONTRACTOR AND THE CEILING SUBCONTRACTOR COPIES �A RECEPTACLE, SPECIAL PURPOSE OUTLET. HUBBELL 560R9W (BLUE DEVICE) 30 60A 120/208V. 5 PIN IE WRAPS AND RUN PARALLEL TO BUILDING LINES. THE BUNDLES SHALL TELEPHONE TERMINAL BOARD, 4'x8' PAINTED WHITE W/ FIRE RETARDENT PAINT BE SUPPORTED BY HOOKS OR SIMILAR D VICES SECURED TO STRUCTURE. B RECEPTACLE, SPECIAL PURPOSE OUTLET. HUBBELL 460R7W (RED DEVICE) 34 60A 48OV. 5 PIN, ® DATA OUTLET, ON FLOOR BOX 0 PLUGMOLD WITH RECEPTACLES 18" ON CENTER ® DATA OUTLET, IN FLOOR BOX - SURFACE RACEWAY OUTLETS/ RECEPTICALES AS INDICATED AND SPACED ON THE PLANS. ® DATA OUTLET, ON FLOOR DUCT LIGHTING LEGEND � - RECEPTACLE, DOUBLE DUPLEX O SPEAKER, SOUND SYSTEM, CEILING MOUNTED MOUNTING HEIGHT ABOVE FINISHED FLOOR, UNLESS NOTED - FLOOR MOUNTED BOX. CONTAINED DEVICES ARE MOUNTED IN THE FLOOR 18" TO C.L. SPEAKER JACK UNLESS NOTED OTHERWISE, SOUND SYSTEM, WALL MOUNTED - POKE THRU, DEVICES IN BOX ARE "POKE THRU" d0 M LIGHTING FIXTURE (TYPE "M", CONTROLLED BY SWITCH "d") 18" TO C.L. MICROPHONE, WALL MOUNTED JACK ® DOUBLE DUPLEX RECEPTACLE, COMMUNICATIONS AND COMPUTER OUTLETS MOUNTED TOGETHER IN A FLUSH MOUNTED FLOOR BOX. n 0 M LIGHTING FIXTURE (TYPE "M", "n" INDICATES UNSWITCHED NICHTLIGHT)) (PROVIDE ALL ACCESSORIES AS REQUIRED. ) -& 60" TO C.L. VOLUME CONTROL, SOUND SYSTEM TWO DOUBLE DUPLEX RECEPTACLE, COMMUNICATIONS AND COMPUTER OUTLETS MOUNTED TOGETHER IN TWO _CF, 800" TEO BOTTOM D LIGHTING FIXTURE, FLUORESCENT SURFACE MOUNT (LENGTH AND WIDTH AS SHOWN ON PLAN) - FLUSH MOUNTED FLOOR VICE FIRE ALARM FLASHING STROBE BOX. (PROVIDE ALL ACCESSORIES AS REQUIRED.) FRCP', 60" TO C.L. FIRE ALARM CONTROL PANEL Q LIGHTING FIXTURES, WALL MOUNTED ® ONE DOUBLE DUPLEX RECEPTACLE, ONE DATA OUTLET AND ONE TELEVISION OUTLET MOUNTED TOGETHER IN TWO FLUSH MOUNTED FLOOR BOXES. (PROVIDE ALL ACCESSORIES AS REQUIRED.) FAAP 60" TO C.L. FIRE ALARM ANNUNCIATOR PANEL LIGHTING FIXTURE, 2' x 4' FLUORESCENT LAY -IN WITH 6' FLEXIBLE CONDUIT PIGTAIL - DUPLEX RECEPTACLE, COMMUNICATIONS AND COMPUTER OUTLETS MOUNTED TOGETHER IN A FLUSH MOUNTED FLOOR BOX. ( PROVIDE RA GRAPHIC REMOTE ANNUNCIATOR LIGHTING FIXTURE, 1' x 4' FLUORESCENT LAY -IN WITH 6' FLEXIBLE CONDUIT PIGTAIL MALL ® ACCESSORIES AS REQUIRED.) D ONE DUPLEX RECEPTACLE AND ONE MICROPHONE OUTLET (CARPET COVER TYPE) MOUNTED TOGETHER IN A FLOOR BOX. (PROVIDE 48" TO C.L. FIRE ALARM PULL STATION WITH CLEAR PLASTIC LIFT BOX. ALL ACCESSORIES AS REQUIRED.) LFA 80" TO BOTTOM FIRE ALARM SPEAKER HORN AND STROBE LIGHT © PORCELAIN LAMP HOLDER WITH LAMP - ONE DUPLEX RECEPTACLE AND ONE MICROPHONE OUTLET AND ONE SCORE BOARD OUTLET (GYMNASIUM TYPE) MOUNTED TOGETHER IN OF DEVICE 1 PORCELAIN LAMP HOLDER, WALL MOUNTED, WITH 10OW LAMP A FLOOR BOX. (PROVIDE ALL ACCESSORIES AS REQUIRED.) -TO - JUNCTION BOX, 4" SQ. x 1 1/2" DEEP (MINIMUM), WALL MOUNTED [F FIRE ALARM TERMINAL CABINET (12" X 12") QD 48" TO DIMMER, WALL MOUNTED, TYPE AS INDICATED ON DRAWING Q - JUNCTION BOX, 4" SQ. x 1 1/2" DEEP (MINIMUM), MOUNTED ON STUB UP (OR CEILING) so - SMOKE DETECTOR, OBSCURATION TYPE, AT CEILINGoO - DIMMER, MOTOR DRIVEN, GANG MOUNTED O - JUNCTION BOX, 4 11/16" SQ. x 2 1/8" DEEP, IN CEILING SPACE5D'C - SMOKE DETECTOR, OBSCURATION TYPE, ABOVE CEILING R 48" TO REMOTE LIGHTING CONTROL STATION (DIMMER) - PUSHBUTTON STATION, BELL TYPE SDB SMOKE DETECTOR, OBSCURATION TYPE, BELOW RAISED FLOOR EBI EMERGENCY LIGHTING BATTERY UNIT (WITH 2 HEADS) CJ or, H) - HEAL DETECTOR, SET TEMPERATURE DEGREE, ETC.) - = EMERGENCY LIGHTING REMOTE HEAD (FOR BATTERY UNIT) Q -- PUSHBUTTON STATION, MUSHROOM TYPE (STOP) (135 RD HEDETECTOR, RATE OF RISE TYPE A EXIT LIGHT, SHADED AREA INDICATES FACE O - PUSHBUTTON STATION, START, STOP,JOG LIGHTING FIXTURE, EMERGENCY .------ CONDUIT RUN CONCEALED, WALL OR CEILING ( 3 WIRES, ETC.) #12 WIRE NOT MARKED [PS] FLOW SWITCH G LIGHTING FIXTURE, EMERGENCY CONDUIT RUN CONCEALED, IN FLOOR, UNDERFLOOR, IN CRAWL SPACE OR UNDERGROUND 1531 TAMPER SWITCH 0-- WALLWASHER, ARROW HEAD INDICATES DEFLECTOR - - CONDUIT RUN EXPOSED E0 END OF LINE RESISTOR ® LIGHTING CONTROL RELAY, 30A. NORMALLY CLOSED W/ 120V OR 277V (AS REQ'D). HOLDING COIL. HOME RUN (BUILDING NUMBER PANEL "A", CIRCUIT "3,5", ETC.) THE TICK MARKS INDICATE NUMBER OF CONDUCTORS AND ONE FDR] DO R HOLDER, MOUNTING HEIGHT AS REQUIRED PER DOOR SCHEDULES AND MOUNTING HARDWARE. MOUNT AS SHOWN ON DRAWINGS. `3,5 NEUTRAL CONDUCTOR. EQUIPMENT GROUND CONDUCTOR IS NOT SHOWN BUT SHALL BE PROVIDED. UNLESS NOTED OTHERWISE, PROVIDE O PC PHOTOCELL DOUBLE NEUTRAL FOR ALL CIRCUITS SERVED FROM "C" SERIES PANEL FOR COMPUTER TYPE POWER. RUNS WITH NO TICK MARKS ISD J SMO E DETECTOR, IONIZATION TYPE WITH SAMPLING TUBE (DUCT DETECTOR). LOCATE IN DUCT PER MECH. DRAWING. SHALL HAVE ONE PHASE CONDUCTOR, ONE NEUTRAL CONDUCTOR AND ONE GROUND CONDUCTOR. REFER TO PANEL SCHEDULES AND RISER DIAGRAMS FOR CONDUCTOR SIZES. 80" TO C.L. RE OTE TEST, RESET & INDICATING DEVICE FOR DUCT DETECTOR. LABELED ACCORDINGLY. TC TC -1 TIMER SWITCH HO 80" TO C.L. RE OTE INDICATOR LIGHT FOR DETECTOR, WALL MOUNTED. LABELED ACCORDINGLY. Q FV -ED] VARIABLE FREQUENCY DRIVE [FFRA FIR ALARM REMOTE GRAPHIC ANNUNCIATOR POOL LIGHT MOTOR STARTER, MANUAL IC 96" TO C.L. I TERCOM SPEAKER -WALL MOUNTED COMPLETE WITH BACKBOX, SPEAKER, CONDUIT STUB- UPS. WATERPROOF LIGHT 0 ® INGRADE LIGHTING M MCP CONTROL PANEL COMPLETE TO CONTROL MULTIPLE MOTORS. PROVIDED UNDER DIV. 15. ELECT. CONTRACTOR M<MOTOR EX ERIOR INTERCOM SPEAKER COMPLETE. & WALL SCONCE SHALL PROVIDE ALL POWER WIRING TO THE MCP AND EQUIPMENT. © 48" TO C.L. PAGING, INTERCOM SYSTEM CALL SWITCH COMPLETE WITH BACK BOX, SWITCH, CONDUIT STUB UPS. a-0 ®MOTOR STARTER, MAGNETIC RECESSED WALL LIGHT 96" 110 C.L. CLOCK COMPLETE WITH POWER OUTLET, CLOCK, CONDUIT STUB MOTOR STARTER AND DISCONNECT SWITCH COMBINATION UPS- CONNECT TO THE RECEPTACLE CIRCUIT BELOW THE CLOCK LOCATION. 1 LANDSCAPE PATH LIGHTING 20 0 SAFETY SWITCH (30A., FUSED 20A., ETC., NF=NON FUSED) as TELEVISION CAMERA, CLOSED CIRCUIT, FIXED 1* PENDENT FIXTURE ❑_ SAFETY SWITCH (NON FUSED)® TEL VISION CAMERA, DOME TYPE C, PTZ 0 - DOWNLIGHT 0 EQUIPMENT CONNECTION, COMPLETE TO SUIT EQUIPMENT PER NEC INCLUDING DISCONNECT SWITCH. DC DO R CONTACT Z>-� TRACK LIGHTING PER NEC PANELBOARD, 120/208 VOLT DS - DO R STRIKE ® PER NEC PANELBOARD, 277/480 VOLTS® DO R SECURITY ANNUNCIATOR CEILING FAN CB CIRCUIT BREAKER, ENCLOSED, INDIVIDUALLY MOUNTED M_S MIC OSWITCH M WATT HOUR METER VS VID _0 SWITCH 3000 TRANSFORMER WITH TIMER, WATTS INDICATED ON DRAWING © GENERATOR MD 84" TO C.L. MOTION DETECTOR, WALL MOUNTED. T Q TRANSFORMER, DRY TYPE, SEE SCHEDULE a 48" TO C.L. SECURITY SYSTEM KEY PAD, SUBSCRIPT "K" LOCATED IN (2) MTG HOLES FOR #6-32 SCREW K FLUSH MOUNTED STAINLESS STEEL ENCLOSURE WITH CA) BI MATERIAL LIST CONDUIT TURNING UP HIN'ED DOOR. PILLAELECTRICAL PRODUCTS MODEL RJ -45 MODULE -� CONDUIT TURNING DOWN PIL .5122FLSS HCRB, OR EQUAL. CONDUIT RUN, CAPPED ZK KM 48" TO C.L. MA ER FOR ENTIRE FACILITY SECURITY SYSTEM KEY I CONDUIT RUN, TERMINATING WITH END BUSHING PAD.. _-OHE-_ OVERHEAD ELECTRICAL SERVICE DS -9 D❑ RF DIMMER STATION, WALL MOUNTED, STATION ID INDICATED ON DRAWING _-UGE-_ UNDERGROUND ELECTRICAL SERVICE CONDUIT/ DUCT BANK ® DI MER SWITCH RF SIGNAL REPEATER -6-- CONDUIT RUN, EMPTY, WITH PULL STRING P-1 DIMMER MASTER CONTROL STATION Oq DUPLEX OUTLET, NEMA 5-20R, LEVITON OR EQUAL © COMMUNICATIONS OUTLET WITH 3.28 11 16"L® 4. 3" (1) 2 -PORT INSERT, LEVITON .. OR EQUAL 5/8" I (1) RJ -45 PHONE JACK, LEVITON OR EQUAL (1) RJ -45 DATA JACK, LEVITON 1 8" 2.78 OR EQUAL _ ► 1" __UGT__ UNDERGROUND COMMUNICATION CONDUIT/ DUCT BANK ABOVE SP SURGE PROTECTOR, APT #TE/XGA=SC ABOVE COUNTER ARE ABOVE FINISHED FLOOR AFG -9 y AIC AMPERE INTERRUPTING CAPACITY ATM RJ -45 CONNECTOR B BOTTOM BC BELOW COUNTER GENERAL ELECTRICAL NOTES BREAKER C CONDUIT CCTV CLOSED CIRCUIT TELEVISION CH COUNTER HEIGHT 1. ALL ELECTRICAL WORK SHALL COMPLY WITH NATIONAL ELECTRICAL CODE, THE NATIONAL FIRE CODES, AND LOCAL BUILDING CODES, LATEST EDITIONS. 6. ALL RECESSED LIGHTING FIXTURES IN FIRE RATED CEILINGS SHALL BE TENTED TO COMPLY WITH THE APPLICABLE 36, EXTERIOR BURIED CONDUIT RUNS SHALL BE MINIMUM 24" BELOW FINISHED GRADE. PROVIDE CAUTION TAPE 12" BELOW CLG CEILING HEIGHT CEILING RATING. THE CONTRACTOR SHALL VERIFY REQUIREMENTS. GRADE. 2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT TO ENSURE THAT ALL WORK SHALL MEET OR EXCEED THE ABOVE REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE ENGINEER'S 17. NOT USED 37• WHERE CABLES OR CONDUITS ARE REQUIRED TO PASS THROUGH FIRE RATED WALL, FLOOR OR CEILING THEY SHALL BE ATTENTION. SWITCHING EQUIPMENT DSS SEALED WITH 3M FIRE STOP OR APPROVED EQUAL. THE APPROVED FIRE STOP METHOD SHALL COMPLY WITH ARTICLES DTC 18. TELEPHONE CONDUITS ARE TO BE LONG RADIUS TYPE AND SHALL CONTAIN PULL WIRES. PROVIDE PLATES FOR ALL OUTLETS. 300-201 OF NEC AND SHALL BE UL LISTED UNDER "THROUGH -PENETRATION FIRE STOP SYSTEM (XHEZ)" IN UL FIRE 3. THE CONTRACTOR IS DIRECTED TO OBTAIN COPIES OF ALL RELATED PLANS, SPECIFICATIONS, SHOP DRAWINGS 19. ALL SPECIAL PURPOSE OUTLETS SHALL BE PROVIDED TO MATCH EQUIPMENT TO BE SUPPLIED. RESISTANCE DIRECTORY. ALL INTERIOR CORRIDORS HAVE FIRE RATED WALLS. ANY PENETRATION THROUGH THESE WALLS AND ADDENDUM TO COORDINATE THE RELATED WORK AND SCHEDULING. ELECTRIC WATER COOLER EWH AND OTHER FIRE RATED WALLS SHALL BE SEALED WITH FIRE STOP. PROVIDE MINIMUM 1" EMT THROUGH WALL 4. THE CONTRACTOR IS REMINDED THAT ELECTRICAL SERVICE TO AND FOR MECHANICAL, KITCHEN AND OTHER EQUIPMENT ARE 20. THE PLANS INDICATE THE DESIRED ARRANGEMENT AND GENERAL LOCATIONS OF LIGHT FIXTURES. THE ARCHITECTURAL CEILING PENETRATION. BASED ON EQUIPMENT DESIGN DATA. THE VALUES MAY DIFFER DEPENDING UPON THE ACTUAL EQUIPMENT TO BE FIRE ALARM TRANSPONDER CABINET PLANS INDICATE ADDITIONAL DATA AS TO THE FINAL FIXTURE PLACEMENT. 38. CONDUITS, WIREWAYS AND CABLE TRAYS SHALL BE SUPPORTED ,FROM BUILDING STRUCTURE AND NOT FROM OTHER PIPES, FURNISHED. ANY MODIFICATION TO THE ELECTRICAL, BASED UPON ACTUAL . EQUIPMENT SELECTION, SHALL RESULT F N 21. ALL PANELBOARDS, SWITCHES AND CIRCUIT BR-AKERS SHALL BE SIEMENS, SQUARE D, GE, OR CUTLER HAMMER. DUCTS OR EXISTING RACKS UNLESS SHOWN ON DRAWINGS. ADDITIONAL COST TO THE OWNER. INTERCOM TERMINAL CABINET IT 39. ALL CONDUIT BENDS FOR CATEGORY 5E OR 6 COMMUNICATIONS WIRING SHALL BE SMOOTH LONG RADIUS TYPE, "LB" TYPE 5. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE ARCHITECTURAL AND MECHANICAL PLANS TO ASSURE THAT 22. ALL CONDUITS SHALL HAVE A SEPARATE GREEN GROUND CONDUCTOR INSTALLED FOR GROUNDING. FITTINGS SHALL NOT BE USED: ELECTRICAL SERVICE FOR ALL ITEMS AND/OR EQUIPMENT REQUIRING ELECTRICAL SERVICE IS INCLUDED. 23. ANY EXISTING UTILITIES LOCATED IN THE AREA OF CONSTRUCTION WHICH REQUIRE RELOCATION BY THE OWNER PER LATEST NATIONAL ELECTRICAL CODE ANY ITEM AND/OR EQUIPMENT NOT PROVIDED WITH ELECTRICAL SERVICE, REQUIRING ELECTRICAL SERVICE, SHALL OVERHEAD ELECTRIC SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE A MINIMUM OF TEN DAYS IN ADVANCE. PUBLIC ANNOUNCEMENT BE BROUGHT TO THE ENGINEER'S ATTENTION. PILOT LIGHT SCP SECURITY CONTROL PANEL 6. MECHANICAL AND ELECTRICAL EQUIPMENT HAVE BEEN LOCATED AND ARRANGED TO MINIMIZE THE INTERFERENCES 24. ALL DISCONNECT SWITCHES SHALL BE THE HEAVY DUTY TYPE WITH BUSSMAN TIME DELAY, DUAL ELEMENT AND CURRENT STARTER OF EQUIPMENT AND STRUCTURE. THE CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORK TO SECURITY TERMINAL CABINET LIMITING FUSES, UNLESS NOTED OTHERWISE. TOP BE PERFORMED BY OTHER TRADES AND THE PHYSICAL CHARACTERISTICS OF THE STRUCTURE IN ORDER TO SCHEDULE 25. THE CONTRACTOR SHALL CHECK THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND/OR DIMENSIONS FOR TELEPHONE TERMINAL BOARD AND INSTALL EQUIPMENT AND TO MINIMIZE POSSIBLE INTERFERENCE. FAILURE TO PROPERLY COMMUNICATE AND SCHEDULE WORK WITH OTHER TRADES RESULTING IN ADDITIONAL WORK AND MATERIAL, SHALL BE THE RESPOSIBILITY TELEPHONE TERMINAL CABINET INSTALLATION OF ALL ELECTRICAL ITEMS. ALL QUESTIONABLE LOCATIONS SHALL BE APPROVED BY OWNER'S WEATHERPROOF OF THE CONTRACTOR. THE MODIFICATIONS REQUIRED TO RESOLVE THE CONFLICT SHALL BE DECIDED BY THE VOICE/DATA/BACKBOARD REPRESENTATIVE PRIOR TO INSTALLATION. WEATHERPROOF ENGINEER. 26. ALL EMPTY CONDUITS SHALL CONTAIN JET LINE #232 POLYOFIN 200 LB. TEST. 7. ALL PANELBOARDS SHALL BE PROVIDED WITH A TYPEWRITTEN SCHEDULE SHOWING CIRCUIT NUMBERS AND A COMPLETE DESCRIPTION OF EACH CIRCUIT, INCLUDING OFFICIAL ROOM NUMBER. 27. ALL WORK SHOWN ON THE ELECTRICAL PLANS SHALL BE PERFORMED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. 8. MINIMUM TRADE SIZE FOR HOME RUN CONDUIT (EMT) PERMITTED SHALL BE 3/4 INCH UNLESS NOTED OTHERWISE. 28. ALL EXIT FIXTURES SHALL BE CONNECTED TO THE BUILDING EMERGENCY PANEL, UNLESS NOTED OTHERWISE. 9. ALL CONDUCTOR SHALL BE COPPER WITH 600 VOLT INSULATION TYPE THHN (MINIMUM SIZE SHALL BE #12AWG). 29. ALL SURGE PROTECTED OUTLETS SHALL BE EJUAL TO HUBBELL #5352 IS. CONTRACTOR SHALL ADJUST WIRE AND CONDUIT SIZES IF OTHER INSULATION TYPES ARE USED. 30. EQUIPMENT INSTALLED WITHIN CONCEALED SPACES SHALL HAVE REASONABLE ACCESS PANELS PROVIDED NEARBY FOR 10. ALL LIGHT SWITCHES AND DUPLEX RECEPTACLES SHALL BE RATED FOR 20 AMPERE AT 125/277 VOLTS A/C. WIRING INSPECTION, TESTING AND SERVICE CONSIDERATIONS. DEVICES SHALL BE MANUFACTURED BY HUBBELL OR APPROVED EQUAL. 31. SECURITY CONDUIT SYSTEM SHALL BE COMPLETE AND FULLY FUNCTIONAL. 11. ALL ELECTRICAL WIRING DEVICES INDICATED TO BE INSTALLED IN MASONRY WALLS OR FLOORS SHALL BE FLUSH MOUNTED, INCLUDING BRANCH CIRCUIT PANELBOARDS, UNLESS OTHERWISE NOTED. THE CONDUITS TO ASSOCIATED 32. THE FIRE ALARM MANUFACTURER SHALL PROVIDE CERTIFIED TECHNICIAN TO SUPERVISE THE INSTALLATION, FINAL ELECTRICAL EQUIPMENT SHALL BE CONCEALED IN WALLS OR FLOOR. CONNECTIONS AND TESTING OF THE FIRE ALARM SYSTEM. AT THE COMPLETION OF THE PROJECT, THE MANUFACTURER 12. ALL CONDUIT RUNS SHALL BE CONCEALED UNLESS SPECIFICALLY NOTED OTHERWISE. SHALL INSPECT THE SYSTEM AND CERTIFY THAT IT IS INSTALLED IN ACCORDANCE WITH NFPA '72. ALL FIRE ALARM COMPONENTS SHALL COMPLY WITH ADA REQUIREMENTS. 13. THE LIGHTING FIXTURE SCHEDULE IS FOR REFERENCE ONLY. MODEL NUMBERS LISTED MAY NOT INCLUDE ALL REQUIRED OPTIONS HOWEVER, THESE OPTIONS SHALL BE PROVIDED WITH FIXTURES. 33. THE CONTRACTOR SHALL VERIFY CEILING TYPES AND INSTALLATION REQUIREMENTS PRIOR TO ORDERING LIGHT ALL SUBSTITUTIONS ARE SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. FIXTURES. 14. ALL EXIT LIGHTS SHALL BE PROVIDED WITH UNIVERSAL MOUNTING BRACKETS. 34. REFER TO SPECIFICATIONS FOR MORE INFORMATION. THE CONTRACTOR SHALL VERIFY ALL DIRECTIONAL ARROWS PRIOR TO ORDERING FIXTURES. 35. IN CEILING SPACE AREAS WHERE NO CABLERAY IS INDICATED FOR ROUTING OF TELEPHONE, DATA AND/OR TV CABLES, 15. THE CONTRACTOR SHALL FURNISH THE AIR CONDITIONING SUBCONTRACTOR AND THE CEILING SUBCONTRACTOR COPIES CABLES SHALL BE BUNDLED TOGETHER WITH "J" IE WRAPS AND RUN PARALLEL TO BUILDING LINES. THE BUNDLES SHALL BE SUPPORTED BY HOOKS OR SIMILAR D VICES SECURED TO STRUCTURE. OF APPROVED LIGHT FIXTURE SHOP DRAWINGS. AB ABOVE AC ABOVE COUNTER ARE ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPERE INTERRUPTING CAPACITY ATM AUTOMATIC TELLER MACHINE B BOTTOM BC BELOW COUNTER BKR BREAKER C CONDUIT CCTV CLOSED CIRCUIT TELEVISION CH COUNTER HEIGHT CKT CIRCUIT CL CENTER LINE CLG CEILING HEIGHT CPB COMMUNICATIONS PULL BOX CTR CONTACTOR CTS CLOSED CIRCUIT TELEVISION SWITCHING EQUIPMENT DSS DIGITAL SATELLITE SERVICE DTC DATA TERMINAL CABINET E EXISTING EPB ELECTRICAL PULL BOX EXP EXPLOSION PROOF EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FATC FIRE ALARM TRANSPONDER CABINET GFI GROUND FAULT INTERRUPTER GND GROUND HID HIGH INTENSITY DISCHARGE ICTC INTERCOM TERMINAL CABINET IT INFORMATION TECHNOLOGY KWHM - KILOWATT HOUR METER LV LOW VOLTAGE MH MOUNTING HEIGHT NEC PER LATEST NATIONAL ELECTRICAL CODE OHE OVERHEAD ELECTRIC PA PUBLIC ANNOUNCEMENT PL - PILOT LIGHT SCP SECURITY CONTROL PANEL SSTC SOUND SYSTEM TERMINAL CABINET STIR STARTER STC SECURITY TERMINAL CABINET T TOP TBA TELEPHONE BACKBOARD "A" TTB TELEPHONE TERMINAL BOARD TTC TELEPHONE TERMINAL CABINET WP WEATHERPROOF VDB VOICE/DATA/BACKBOARD WP WEATHERPROOF XFMR TRANSFORMER DEMOLITION TAGS EX EXISTING SHALL REMAIN ER EXISTING SHALL BE REMOVED EN EXISTING SHALL BE REPLACED WITH NEW DEVICE EXR EXISTING SHALL BE RELOCATED TO NEW LOCATION ERP EXISTING IN RELOCATED POSITION EXISTING ITEMS NOT SHOWN SHALL REMAIN AS IS. m COAX /{ F -CONNECTOR m TV CIRCUIT DESIGNATION `L33AA 1I CIRCUIT NUMBER PANEL DESIGNATION COMMUNFY PRESBYTERAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000DO2952 STRUCTURAL Gina M. Hill; P.E. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 FL LLC NO. 52225 M.P. & FP --i- -- - Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL ELECTRICAL NOTES AND LEGEND (PHASE 2) 100% CONSTRUCTON DOCUMENTS 00017-0805 JF AS SHOWN 06-02-06 PROJ. NO. DWN BY SCALE DATE I- E0, 01 I i LIGHTING FIXTURE SCHEDULE TAG FIXTURE HOUSING FIXTURE SIZE DESCRIPTION LENS FRAME BODY AIR INSTALL LAMP VOLTAGE MISCELLANEOUS REMARKS REFLECTOR FINISH FUNCTION MANUFACTURER CATALOG MOUNTING QTY. WATTS TYPE/COLOR BALLAST ACCESSORIES ACRYLIC WH STEEL N/A LIGHIOLIER XP2—GVA-232-UNV—SO A2 2'X4' FLUORESCENT LENSED LUMINARE LITHONIA 2GT8 2 32 Al2 MVOLT GEB101S RECESSED 2 32W F32—T8, 3500K 120-277V PROVIDE UNIVERSAL BALLAST COOPER 2GR8-232A—UNV—L8735-A3 8-2 18G—EB81-U FLUORESCENT LENSED LUMINARE ACRYLIC WH STEEL N/A LIGHIOLIER XP2—GVA-232—UNV—SO—EM A3 2'X4' PROVIDE UNIVERSAL BALLAST, EMERGENCY LITHONIA 2GT8 2 32 Al2 MVOLT GEB101S EL14 RECESSED 2 32W F32—T8, 3500K 120-277V COOPER 2GR8-232A—UNV—L8735—A3/8-3 18G—EL—B50—EB81 —U EMERGENCY BATTERY PACK, 1 100 LUMENS LIGHIOLIER XP2—GVA-332—UNV—SO A4 2'X4' FLUORESCENT LENSED LUMINARE ACRYLIC WH STEEL N/A L1T_HO NIA 2GT8 3 32 Al2 MVOLT GEB101S RECESSED 3 32W F32—T8, 3500K 120-277V PROVIDE UNIVERSAL BALLAST, DRYWALL KIT COOPER 2GR8-332A—UNV—L8735—A3/8-2 180—EBB1—U FLUORESCENT LENSED LUMINARE LIGHTOLIER XP2—OVA-332-UNV—SO—EM PROVIDE UNIVERSAL BALLAST, DRYWALL KIT, A5 2'X4' ACRYLIC VVH STEEL N/A LITHONIA 2GT8 3 32 Al2 MVOLT GEB101S EL14 RECESSED 3 32W F,32—T8, 3500K 120-277V EMERGENCY COOPER 2GR8-332A-UNV—L8735-A3/8-3 180—EL—B50—EB81—U EMERGENCY BATTERY PACK, 1100 LUMENS LIGH1 OLIER 8031 CCL—S6132B—U C3 6" COMPACT FLUORESCENT DOWNLIGHT OPEN WH ALUM N/A LITHONIA RECESSED 1 32W CF TRIPLE TUBE 120-277V COOPER C4 6» COMPACT FLUORESCENT DOWNLIGHT W/EMERGENCY BALLAST OPEN NH ALUM N/A LIGHIOLIER 8031 CCL—S61 328—U—EM RECESSED 1 32W CF TRIPLE TUBE 120-277V PROVIDE UNIVERSAL BALLAST, EMERGENCY BATTERY PACK, 1100 LUMENS LITHONIA COOPER C5 7" COMPACT FLUORESCENT DOWNLIGHT OPEN ,NH ALUM N/A LIGHTOLIER 8022CCLW—S7142B—U RECESSED 1 42W� CF TRIPLE TUB 120-277V LITHCINIA COOPER C6 7" COMPACT FLUORESCENT DOWNLIGHT, W/EMERGENCY BALLAST OPEN WH ALUM N/A LIGHIQLIER 8022CCLW—S7142B—U—EM RECESSED 1 42`,�l OF TRIPLE TUB 120-277V PROVIDE UNIVERSAL BALLAST, EMERGENCY BATTERY PACK, 1100 LUMENS LITHONIA II C7 8-3/4" COMPACT FLUORESCENT DOWNLIGHT .WET LOCATION, LENSED ACRYLIC WH ALUM N/A LIGHIOLIER 8098VWH-8242H—UV RECESSED 1 42W CE TRIPLE TUB 120-277V LITHONIA COOPER D1 3-3/4" INCANDESCENT DOWNLIGHT, ADJUSTABLE GIMBAL OPEN WH STEEL N/A LIGHTOLIER 313WHX-302MRX RECESSED 1 50W MR16 12V- PROVIDE INTEGRAL TRANSFORMER LITHONIA COOPER/Coventry D2 3-3/4" INCANDESCENT DOWNLIGHT, ADJUSTABLE ELBOW OPEN WH STEEL N/A LIGHTOLIER 378WHX-302MRX RECESSED 1 50W MR16 12V PROVIDE INTEGRAL TRANSFORMER LITHONIA COOPER/Coventry EM 15.5"X5.5" EMERGENCY LIGHT, 2—HEAD POLYCARB. WH THERMOPLASTIC N/A LIGHTOLIER El-18L—T9—B/W SURFACE 2 9W TUNGSTEN, T9 120-277V PROVIDE BLACK CEILING MOUNT CANOPY WHERE APPLICABLE USE BLACK UNITS FOR CEILING INSTALLATIONS IN THE EXPOSED CEILING AREAS ONLY I LITHONIA ELM618 PA_ —NAY EM AR-18-2—DL F5 6.91" X 4.43" OPEN UPLIGHT, WET LOCATION GLASS BLACK POLYMER N/A LSI CBM—FCB—BLK—FL—CH-100MH-120—BLK—TR GROUND 1 100W METAL HALIDE 120V LITHONIA COOPER E7 2' FLUORESCENT STRIP LIGHT OPEN WH STEEL N/A LIGHIOLIER SW2S-217—UNV—SO-AWGWCSP SURFACE 2 17W F17—T8, 3500K 120-277V PROVIDE WIRE GUARD LITHONIA C 2 17 MVOLT GEB10 COOPER SS-217—UNV-EB81—U F8 4' FLUORESCENT STRIP LIGHT OPEN WH STEEL N/A LIGHTOLIER SW4S-232—UNV—SO SURFACE 2 32W F32—T8, 3500K 120-277V CONTRACTOR SHALL PROVIDE PARABOLIC LOUVER SYSTEM IN RESTROOM INSTALLATIONS LITHCNIA C 2 32 MVOLT GEB101S COOPER SS232-UNV—EB81 —U F9 8' FLUORESCENT STRIP LIGHT OPEN WH STEEL N/A LIGHTOLIER SW8T-232—UNV—SO 4-32TB SURFACE 4 32W F32—T8, 3500K 120-277V CONTRACTOR SHALL PROVIDE PARABOLIC LOUVER SYSTEM IN RESTROOM INSTALLATIONS LITHONIA TC 2 32 MVOLT 1/4 GEB101S COOPER 8TSS-232—UNV—EB81 —U F10 4' FLUORESCENT STRIP LIGHT OPEN WH STEEL N/A LIGHIOLIER SW8T-232—UNV—SO—AWGWCSP SURFACE 2 32W F32—T8, 3500K 120-277V PROVIDE WIRE GUARD LITHONIA TC 2 32 MVOLT 1Z4 GEB101S COOPER 8TSS-232—UNV—EB81 —U E11 8' FLUORESCENT STRIP LIGHT OPEN WH STEEL N/A LIGHTOLIER SW8T-232—UNV—SO(4-32T8)—AWGWCSP SURFACE 4 32W F32—T8, 3500K 120-277V PROVIDE WIRE GUARD LITHONIA TC 2 32 MVOLT 1/4 GEB10IS COOPER 8TSS-232—UNV—EB81 —U G1 17-1/2" X 8-3/4" HID WALL SCONCE, EXTERIOR, WET LOCATON GLASS ALUM ALUM N/A LSI OUTDOOR LTG CHWS—FT-10OMH—F-120—BLK WALL 1 100W METAL HALIDE 120V LITH INIA COOPER G2 70" X 7-1/4" CFL WALL SCONCE, EXTERIOR, WET LOCATON POLYCARB. ALUM ALUM N/A FC LIGHTING FCWSX717112OV32W T8 E BA B WALL 1 32W F32—T8, 3500K 120V LITHCINIA OOOF'ER G3 12" X 12" CFL SHALLOW CANOPY LIGHT, EXTERIOR, WET LOCATON POLYCARB. GRAY ALUM N/A CCF LIGHTING TR1TTT(1)32120VEB—SGR SURFACE 1 32W CF TRIPLE TUBE 120V LITHONIA COOPER L2 20" X 15" ARCHITECTURAL FLOODLIGHT, WET. LOCATION GLASS BLACK ALUM N/A LSI DRM2—MF-250'MH—F—MT—BLK GROUND 1 250W METAL HALIDE 120-277V LITHONIA COOPER L3 8-1/2" X 42" ARCHITECTURAL BOLLARD, WET LOCATION POLYCARB. BLACK ALUM N/A LSI BVSG—IL-70MH—CP—MT—BLK GROUND 1 70W METAL HALIDE 120-277V LITHONIA COOPER L4 PER SIGN DIMS. SIGN FLOODLIGHT, WET LOCATION ACRYLIC BLACK ALUM N/A LSI GROUND 2 54W T51HO 120-277V LITHONIA COOPER L5 9.25" DIAMETER INGROUND WELL LIGHT, WET LOCATION GLASS BLACK POLYMER N/A LSI RDS-70MH-120—SPV—RGS GROUND 1 70W METAL HALIDE 120V LITHONIA COOPER I P1 23-3/8" X 17-1/2" HID POLE LUMINAIRE, FULL CUT—OFF, WET LOCATION GLASS BLACK ALUM N/A LSI I CH2HM—FT-32OPSMH—F—MT—BLK POLE 1 320 PULSE—START METAL HALIDE 120-277V PROVIDE MOUNTING ACCESSORIES FOR STEEL POLE MOUNTING @ 25' LITHONIA COOPER S1 16-1/2" X 7" ARCHITECTURAL DECORATIVE PENDANT GLASS ALUM ALUM N/A LIGHTOLIER FP02—SK01 PENDANT 1 .��4v X2"4' CF TRIPLE TUBE 120V PROVIDE MOUNTING ACCESSORIES FOR MOUNTING @ 9'AFF TO BOTTOM OF FIXTURE LITHONIA COOPER S2 8" X 4' INDIRECT COVE LIGHT OPEN WH STEEL N/A LIGHT-OLIER CL24E81 —1 COVE 2 32W F32—T8, 3500K 120V LITHONIA COOPER I S3 INDIRECT 8" X 4' COVE LIGHT W/EMERGENCY BALLAST OPEN WH STEEL N/A LIGHTOLIER CL24E81 —1 —EM COVE 2 17W F32—T8, 3500K 120V PROVIDE UNIVERSAL BALLAST, EMERGENCY BATTERY PACK, 1100 LUMENS L1THONIA COOPER S4 8" X 3' INDIRECT COVE LIGHT OPEN WH STEEL N/A LIGHTOLIER CL23E81 —1 COVE 2 32W F17—T8, 3500K 120V LITHONIA COOPER S5 8' INDIRECT/DIRECT PENDANT MOUNT LUMINAIRE ACRYLIC ALUM ALUM N/A LIGHTOLIER SF281541AL PENDANT 4 54W T5H0 120V PROVIDE ALL NECESSARY MOUNTING HARDWARE AND POWER FEED LITHONIA COOPER T-1 INCANDESCENT TRACK OPEN BLACK ALUM N/A LIGHTOLIER 6100BK-7480 1 120V PROVIDE ALL NECESSARY MOUNTING HARDWARE AND POWER SUPPLY j 2—CIRCUIT TRACK, VERIFY SUSPENSION LENGTH CON --TECH COOPER T 7-3/4" X 7-3/8" INCANDESCENT TRACK LUMINAIRE OPEN BLACK ALUM N/A LIGH-'�-OLIER 7529 -BD TRACK 1 50OW PAR56—MFL 120V PROVIDE 2000W DIMMER CON --TECH COOPER X 13"X10" LED EXIT LIGHT, EDGE LIT, SINGLE FACE ACRYLIC CLR THERMOPLASTIC N/A LIGH--OLIER LUN—W1 R UNIVERSAL VARIES LED LED 120V PROVIDE SEALED NICKEL—CADMIUM BATTERY LITHONIA LRP W 1 RC 120/277 EL N COOPER V902—U—WB—RC—WH X1 13"X10" LED EXIT LIGHT, UNIVERSAL FACE ACRYLIC WH THERMOPLASTIC N/A LIGH--OLIER LLN-U—RW UNIVERSAL VARIES LED LED 120V PROVIDE SEALED LEAD CALCIUM BATTERY LITHONIA LQM S W 3 R 120/277 EL N COOPER VEX—U—BP—WB-WH LIGHTING FIXTURE SCHEDULE NOTES 1. THE LIGHTING FIXTURE SCHEDULE AND CATALOG NUMBERS INDICATE MAJOR REQUIREMENTS FOR THE 3. WHERE LIGHTING FIXTURES. WHETHER SPECIFIED BY THE CATALOG NUMBERS OR NOT, THE CONTRACTOR SUBMIT SHALL PROVIDE ALL COMPONENTS, LAMPS, HARDWARE AND RELATED ITEMS TO PROVIDE A A/E'S COMPLETE LIGHTING FIXTURE TO MEET THE REQUIREMENTS AS SPECIFIED IN THE DRAWINGS AND EQUAL SPECIFICATIONS. 4. WHERE 2. THE CONTRACTOR SHALL COORDINATE LIGHTING FIXTURE MOUNTING WITH THE ARCHITECTURAL EQUIPMENT CEILING PLANS, SECTIONS AND ELEVATIONS. PROVIDE ALL MOUNTING HARDWARE INCLUDING TRIMS AND FLANGES TO COMPLETE THE INSTALLATION. APPROVED EQUAL OR SINGLE MANUFACTURER FIXTURE IS INDICATED, THE CONTRACTOR MAY 5. AFTER THE INSTALLATION OF LIGHTING FIXTURES IN NON—ACCESSIBLE CEILING AND PRIOR TO THE A FIXTURE WHICH IS EQUAL OR BETTER TO THE A/E FOR SHOP DRAWING APPROVAL. THE INSTALLATION OF THE CEILING, THE CONTRACTOR SHALL DEMONSTRATE TO THE OWNER AND THE DETERMINATION FOR APPROVED EQUAL SHALL GOVERN. PROVIDE A COMPLETE DETAIL OF THE A/E THAT THE BALLAST AND OTHER SERVICEABLE COMPONENTS OF THE FIXTURE ARE SERVICABLE FIXTURE WITH 'A COMPARISON WITH THE SPECIFIED FIXTURE. FROM BELOW THROUGH THE FIXTURE OPENING. REQUIRED, MAKE ADJUSTMENTS TO MOUNTING HEIGHT FOR OPTIMUM LIGHTING AFTER ALL 6. PROVIDE DIRECTIONAL ARROWS AS INDICATED ON THE PLANS FOR EXIT LIGHTS. IS IN ITS FINAL LOCATION_ I I COMMUMTY PRESi !`I CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 NNW STRUCTURAL Gina M. Hill, P.E. 303 Clearwater Drive Pointe Vedra Beach, Florida 32082 FL LLC NO. 52225 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 100% CONSTRUCTION DOCUMENTS 00017-0805 JF AS SHOWN ! 06-02-06 PROD. NO. DWN BY SCALE DATE N, 03 I . I I FIRE ALARM NOTES - STATE REQUIREMENTS FOR EDUCAT�,IONAL FACILITIES (SREF) APPROVED, MANUALLY OPERATED, NONCODED, SUPERVISED, ELECTRICALLY IMPULSED FIRE ALARM EQUIPMENT SHALL BE PROVIDED IN ALL EDUCATIONAL FACILITIES AND ANCILLARY FACILITIES AS RE=QUIRED BY NEPA, 1. BUILDINGS WITHIN SIXTY (60) FEET OF EACH OTHER SHALL HAVE A COMMON FIRE ALARM SYSTEM. 2. EACH SYSTEM SHALL BE SO ARRANGED THAT NO MANUAL INTERVENTION IS REQUIRED AFTER ACTUATION OF A SENDING (PULL) STATION TO CAUSE THE IMMEDIATE AND CONTINUOUS RESPONSE: OF ALL SOUNDING DEVICES. A. NOTIFICATION WITH A PRE -SIGNAL SHALL NOT BE USED. B. SIGNALS WITH A PRE -DETERMINED AUTOMATIC SIGNAL TIME LIMIT SHALL NOT BE USED. C. THE FIRE ALARM SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS AND SHALL OPERATE NORMALLY EVEN IF THE SECURITY SYSTEM, THE ENERGY MANAGEMENT SYSTEM, THE INTERCOM SYSTEM, OR COMPUTER DATA SYSTEM IS SHUT DOWN. D. WHERE THE FIRE ALARM PANEL IS LOCATED IN A HIGHLY VISIBLE AREA, A SWITCH FOR SILENCING THE ALARM SIGNAL SOUNDING EQUIPMENT MAY BE PERMITTED IF IT IS KEY -OPERATED OR IN A LOCKED CABINET AND IT ALLOWS SUBSEQUENT ALARM SIGNALS. IF THE AUDIBLE SIGNAL IS SILENCED, THE VISUAL SIGNAL ON THE DISPLAY PANEL SHALL CONTINUE UNTIL IT IS RESET. 3. ALARM SENDING STATIONS. EXCEPT AS EXEMPTED BY THESE STATE REQUIREMENTS, MANUALLY OPERATED SENDING STATIONS SHALL BE PROVIDED NEAR ALL MAIN EXITS AND IN THE NATURAL PATH OF ESCAPE FROM FIRE AT READILY ACCESSIBLE AND VISIBLE POINTS WHICH ARE NOT LIKELY TO BE OBSTRUCTED. A. MANUAL SENDING STATIONS SHALL BE SO LOCATED THAT FROM ANY' PART OF THE BUILDING NOT MORE THAN TWO HUNDRED (200) FEET WILL HAVE TO BE TRAVERSED IN ORDER TO REACH A SENDING STATION ON THE SAME FLOOR. THERE SHALL BE AT LEAST ONE (1) MANUAL SENDING STATION ON EACH FLOOR OF EACH BUILDING AND IN EACH FOOD SERVICE KITCHEN. B. THE ARRANGEMENT OF SENDING STATIONS AND THE MANNER OF THEIR CONNECTION WITH SOUNDING DEVICES AND INCIDENTAL FUNCTIONS OF THE SOUNDING DEVICE SHALL BE SUCH THAT THERE WILL BE NO DIFFERENCE BETWEEN THE SOUNDING OF ACTUAL ALARMS AND DRILL SIGNALS. DRILL SWITCHES SHALL NOT BE INSTALLED. C. SENDING STATIONS SHALL BE MOUNTED TO MEET ACCESSIBILITY REQUIREMENTS. D. EXCEPTION: SENDING STATIONS MAY BE LOCATED INSIDE STUDENT -OCCUPIED SPACES, ADJACENT TO THE PRIMARY EXIT DOOR. WHEN THIS IS DONE, A PERMANENTLY AFFIXED SIGN READING "FIRE ALARM PULL STATION INSIDE" SHALL BE PLACED OUTSIDE THAT SPACE, ADJACENT TO THE DOOR. THIS SIGN SHALL HAVE A RED BACKGROUND WITH WHITE LETTERS. THE DOOR TO THE OCCUPIED SPACE SHALL BE UNLOCKED AT ALL TIMES WHILE THE FACILITY IS OCCUPIED. E. EXCEPTION: WHERE FACILITIES ARE PROVIDED WITH A TWO-WAY COMMUNICATING SYSTEM BETWEEN ALL NORMALLY OCCUPIED SPACES AND A MANNED LOCATION WHERE A GENERAL ALARM CAN BE SOUNDED, THE MANUAL PULL STATIONS MAY BE OMITTED EXCEPT AT THE MANNED LOCATION AND IN SPACES WITH A CAPACITY OF ONE HUNDRED (100) OR MORE OR IN OTHER SPACES AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION, PROVIDED THE FOLLOWING CONDITIONS ARE MET: THE COMMUNICATION SYSTEM SHALL BE A TV/O-WAY SYSTEM WITH THE CAPABILITY OF ORIGINATING CALLS FROM ANY STATION; STATIONS SHALL BE LOCATED IN ALL STUDENT -OCCUPIED AREAS; THE MANNED LOCATION SHALL BE MANNED CONTINUOUSLY WHILE THE FACILITY IS OCCUPIED BY STUDENTS OR THE PUBLIC; AND THE COMMUNICATION SYSTEM SHALL BE CONNECTED TO EMERGENCY P01VER. 4. SOUNDING DEVICES. REQUIRED SOUNDING DEVICES SHALL BE USED FOR FIRE ALARM PURPOSES ONLY. INTERCOM SPEAKERS, CLOCK/BELL SYSTEMS, AND LOUD SPEAKERS FOR PUBLIC ANNOUNCEMENTS WILL NOT SATISFY THE REQUIREMENT FOR FIRE ALARM SOUNDING DEVICES. A. ALARM SOUNDING DEVICES SHALL BE OF SUCH CHARACTER AND SO DISTRIBUTED AS TO BE EFFECTIVELY HEARD IN EVERY INTERIOR AND EXTERIOR SPACE ABOVE ALL OTHER SOUNDS. THE ALARM SOUNDING DEVICE SHALL PROVIDE A MINIMUM OF FIFTEEN (15) DB ABOVE AMBIENT NOISE. ALL AUDIBLE ALARM DEVICES SHALL BE SUPPLEMENTED WITH A VISUAL ALARM DEVICE IN ALL AREAS WHERE A HEARING IMPAIRED PERSON MAY BE SEPARATED FROM THE NORMAL HEARING PERSON; I.E., GROUP TOILET ROOMS, CORRIDORS, SPECIFIC AREAS DESIGNATED FOR THE DEAF, ETC. ADDITIONAL VISUAL DEVICES SHALL BE PROVIDED AS NECESSARY TC COMPLY WITH NATIONAL CODES. VISUAL ALARM DEVICES SHALL BE SPACED AT FIFTY (50) FOOT INTERVALS ALONG CORRIDORS AND IN LARGE ASSEMBLY SPACES. EXCEPTION: VISUAL ALARM DEVICES MAY BE SPACED AT ONE HUNDRED (100) FOOT INTERVALS ALONG CORRIDORS AND IN LARGE ASSEMBLY SPACES WITHOUT VISUAL OBSTRUCTION. B. ALARM SOUNDING DEVICES SHALL SOUND IMMEDIATELY UPON ACTIVATION AND BE DISTINCTIVE IN PITCH AND QUALITY FROM ALL OTHER SOUNDING DEVICES. C. A CODED AUDIBLE SIGNAL INDICATING WHERE THE ALARM ORIGINATES SHALL NOT BE USED. D. THE RECALL SIGNAL SHALL BE SEPARATE AND DISTINCT FROM, AND CANNOT BE MISTAKEN FOR, ANY OTHER SIGNAL. E. THE RECALL CONTROL PUSH BUTTONS OR OTHER CONTROLS SHALL BE LOCKED AND THE KEY SHALL BE IN THE CUSTODY OF THE ADMINISTRATOR OR DESIGNATED PERSON. THE RECALL SYSTEM SHALL BE CAPABLE OF BEING HEARD IN BOTH THE INTERIOR AND EXTERIOR OF ALL AREAS AND BUILDINGS 'SIMULTANEOUSLY. THE ANNUNCIATOR PANEL SHALL BE LOCATED IN OR ADJACENT TO THE ADMINISTRATOR'S OFFICE. F. THE INTERCOM, PUBLIC ADDRESS SYSTEM, OR CLASS BELL SYSTEM MAY BE USED FOR A MAXIMUM OF 30 DAYS IN THE EVENT THE MAIN SYSTEM GOES DOWN, BUT SHALL NOT BE USED AS A SUBSTITUTE FOR THE ACTUAL FIRE ALARM SYSTEM. 5. A MANUALLY OPERATED FIRE ALARM SYSTEM SHALL ACCOMPLISH INCIDENTAL FUNCTIONS, SUCH AS STAIRWELL PRESSURIZATION, SMOKE VENTING, AND STOPPING AIR SUPPLY FANS. ACCOMPLISHMENT OF SUCH INCIDENTAL FUNCTIONS SHALL NOT IMPAIR THE EFFECTIVENESS OR RELIABILITY OF REQUIRED SOUNDING DEVICES. A. ALL DOORS IN SMOKE AND FIRE BARRIERS, HORIZONTAL EXITS, AND STAIRWAY ENCLOSURES SHALL BE SELF-CLOSING OR RELEASED BY A FAIL-SAFE DOOR HOLDER ACTIVATED BY THE ALARM SYSTEM. B. AIR HANDLING EQUIPMENT (AIR-CONDITIONING AND HEATING) SHALL BE IMMEDIATELY AND SAFELY SHUT DOWN UPON' ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM BY ANY MANUAL OR AUTOMATIC STATION. EXCEPTION: AIR-CONDITIONING EQUIPMENT (COOLING AND HEATING) SERVING A SINGLE STUDENT -OCCUPIED SPACE OF CAPACITY LESS THAN FIFTY (50), INCLUDING ANY RELATED ADJUNCT OFFICE, STOREROOM, OR INDIVIDUAL TOILET ROOM, NEED NOT BE SHUT DOWN UPON ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM. C. THE KITCHEN HOOD EXHAUST FAN SHALL CONTINUE TO OPERATE, UNLESS REQUIRED TO BE SHUT DOWN BY THE PRE -FAB ENGINEERED HOOD SYSTEM MANUFACTURER. EXCEPTION: THE FIRE SUPPRESSION SYSTEM FOR AN NFPA 96 EXHAUST HOOD FOR COMMERCIAL COOKING APPLIANCES AND FIRE RATED GATES AND SHUTTERS IN THE KITCHEN ARE NOT REQUIRED TO BE ACTIVATED BY THE FACILITIES FIRE ALARM SYSTEM; HOWEVER, WHEN THE HOOD'S AUTOMATIC FIRE EXTINGUISHING SYSTEMS ARE ACTIVATED, KITCHEN VENTILATION AND HEATING SYSTEMS SHALL SHUT DOWN, FUEL VALVES SHALL CLOSE, ELECTRICAL APPLIANCES SHALL DE -ENERGIZE, FIRE GATES AND SHUTTERS SHALL CLOSE, AND THE FACILITY'S FIRE ALARM SHALL ACTIVATE. D. THE FIRE ALARM SYSTEM SHALL SHUT OFF GAS AND FUEL OIL SUPPLIES WHICH SERVE THE KITCHEN AND STUDENT -OCCUPIED SPACES OR PASS THROUGH SUCH SPACES. THE SHUT-OFF VALVE SHALL BE LOCATED EXTERIOR TO THE BUILDING. THE SHUT-OFF VALVE SHALL HAVE A MANUAL RESET. E. EXCEPTION: THE FIRE ALARM SYSTEM SHALL NOT SHUT OFF GAS SUPPLIES WHICH SERVE EMERGENCY POWER SOURCES. 6. INITIAL AND BACKUP SOURCES OF EMERGENCY POWER FOR THE FIRE ALARM SYSTEM SHALL BE THE SAME AS FOR THE EMERGENCY LIGHTING AND EXIT SIGNS. A. BATTERIES SHALL NOT BE USED AS THE INITIAL POWER SOURCE OF THE ALARM SYSTEMS BUT MAY BE USED TO PROVIDE THE BACKUP POWER SOURCE. B. BACKUP EMERGENCY POWER SHALL BE CAPABLE OF OPERATING THE FIRE ALARM SYSTEM UNDER MAXIMUM NORMAL LOAD FOR TWENTY-FOUR (24) HOURS AND THEN OPERATING IN THE ALARM MODE FOR FIVE (5) MINUTES. 7. ADDITIONS AND RENOVATIONS TO EDUCATIONAL FACILITIES SHALL BE PROVIDED WITH A PROPERLY OPERATING FIRE ALARM SYSTEM PRIOR TO OCCUPANCY. WHERE THE ADDITION IS PART OF AN EXISTING BUILDING AND IS NOT SEPARATED, THE ALARM SYSTEM IN THE ENTIRE BUILDING SHALL MEET THE STANDARDS OF THESE STATE REQUIREMENTS. 8. ARRANGEMENTS SHALL BE MADE FOR NOTIFICATION' OF THE PUBLIC FIRE DEPARTMENT OR SUCH OTHER OUTSIDE ASSISTANCE AS MAY BE AVAILABLE IN CASE OF FIRE OR OTHER EMERGENCY. 9. THE FIRE ALARM SYSTEM SHALL BE IN PROPER OPERATING CONDITION PRIOR TO AN OCCUPANCY INSPECTION. 10. SMOKE DETECTION DEVICES SHALL BE INSTALLED IN THE RE -TURN SYSTEMS OF ALL AIR HANDLING EQUIPMENT, SO LOCATED TO OPERATE RELIABLY IN CASE OF SMOKE IN ANY PART OF THE AIR STREAM. THESE SMOKE DETECTORS SHALL BE AUTOMATIC STATIONS OF THE BUILDING FIRE ALARM SYSTEM. WHERE HIGH EFFICIENCY OR SMOKE REMOVAL FILTERS ARE USED, SMOKE DETECTORS SHALL BE INSTALLED BOTH UPSTREAM AND DOWNSTREAM OF THE FILTER. A. EXCEPTION: SMOKE DETECTION DEVICES NEED NOT BE INSTALLED IN RETURN SYSTEMS OF AIR HANDLING EQUIPMENT (COOLING AND HEATING) SERVING A SINGLE STUDENT -OCCUPIED SPACE OF CAPACITY LESS THAN FIFTY (50), INCLUDING ANY RELATED ADJUNCT OFFICE, STOREROOM, OR INDIVIDUAL TOILET ROOM. B. EXCEPTION: SMOKE DETECTORS ARE NOT REQUIRED IN ONE HUNDRED (100) PERCENT OUTSIDE AIR SUPPLY DUCTS. 11. ROOMS OR SPACES FOR STORAGE, CUSTODIAL CLOSETS, MECHANICAL ROOMS, SPACES UNDER STAGES WITH WOOD STRUCTURES, OTHER UNOCCUPIED OR UNSUPERVISED SPACES IN A BUILDING AND IN THE VICINITY OF THE FIRE ALARM PANEL, SHALL HAVE AUTOMATIC SMOKE, FIRE, OR HEAT DETECTOR DEVICES INSTALLED AT THE CEILING IN ACCORDANCE WITH NFPA 72. EXPLOSION PROOF DETECTORS SHALL BE INSTALLED IN FLAMMABLE STORAGE ROOMS. A. EXCEPTION: HEAT DETECTORS ARE NOT REQUIRED IN THESE ROOMS IN A FULLY SPRINKLERED BUILDING. B. EXCEPTION: SMOKE DETECTORS SHALL BE PLACED IN THE ELEVATOR LOBBY ON EACH INTERIOR FLOOR AND AT THE TOP OF EACH ELEVATOR SHAFT AND IN EACH ELEVATOR MACHINE ROOM. EACH OF THESE SMOKE DETECTORS SHALL BE CONNECTED AS AUTOMATIC STATIONS OF THE FIRE ALARM SYSTEM. ELEVATOR CAPTURE SHALL BE ACCOMPLISHED ONLY BY ACTIVATION OF THESE SMOKE DETECTORS AND SHALL NOT BE PERFORMED WHEN THE FIRE ALARM IS ACTUATED BY ANY OTHER MEANS. FOR EXTERIOR ELEVATOR LOBBIES, THE SMOKE DETECTORS IN THE LOBBIES MAY BE DELETED. 12. THE FIRE ALARMSYSTEM SHALL BE ACTIVATED BY THE FOLLOWING METHODS: A. ACTIVATION OF ANY AUTOMATIC DETECTOR. B. ACTIVATION OF THE SPRINKLER SYSTEM. C. ACTIVATION OF AN ALARM SENDING STATION (PULL STATION). 13. SELF-CLOSING FIRE AND SMOKESTOP DOORS MAY BE HELD OPEN WITH APPROVED DEVICES WHICH WILL RELEASE THE DOOR UPON ACTIVATION OF THE FIRE ALARM SYSTEM. DETECTORS SHALL BE ARRANGED SO THAT THE SMOKE LOCATED ON EITHER SIDE OF THE CLOSED DOOR WILL BE SAMPLED. COMMUMTY �PRESBYTER�A� CHURCH CLIENT C Commu-n—ity- - Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 ws 100% CON STRU CTI ON DOCUMENTS 00017-0805 JF AS SHOWN 06-02-06 PROJ. NO.' DWN BY SCALE DATE I E0.04 ■- COMMUMTY PRESBYTERW\ CHURCH CLIENT ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC N0. L02000002952 STRUCTURAL Gina M. Hill, P.E. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 FL LLC N0. 52225 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 GENERAL NOTES 1 . ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST - - -- - -- EDITIONS OF THE NATIONAL ELECTRICAL CODE, FIRE SAFETY CODES, ENERGY CODES, THE AMERICANS WITH DISABILITIES ACT, AND LOCAL BUILDING CODES. --- - - - -- -- 2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SITE TO ENSURE THAT ALL WORK WILL MEET OR EXCEED THE ABOVE REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE A/E'S ATTENTION. --� - 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE - - EXISTING CONDITIONS PRIOR TO SUBMITTING BID. 4. ALL 15A/11P CIRCUITS SHALL CONTAIN 2#12 & 1#12 GND IN -- -- --- 1/2"C, UNLESS NOTED OTHERWISE. `-- ALL 20A/1 P OR 20A/2P CIRCUITS SHALL CONTAIN 2#12 & --- - 1#12 GND IN 1/2"C, UNLESS NOTED OTHERWISE 5. PANELBOARDS SHALL BE SIZED AS INDICATED ON THE - - - - SCHEDULES AND MANUFACTURED BY GE, SQUARE D, SIEMENS OR EQUAL. REFER TO THIS SHEET FOR PANEL SCHEDULES. - -- - - --- - 6. ALL ELECTRICAL EQUIPMENT DESIGNED TO BE INSTALLED OUTSIDE SHALL BE PROVIDED WITH NEMA 3R WEATHERPROOF ENCLOSURE. 7. ROUTE NEW SITE LIGHTING CONDUITS IN EXISTING SLEEVES. I -- N0. REVISION/ISSUE DATE KEYED NOTES I-) PROVIDE NEW CONDUIT AND WIRE. SEE E6.12 FOR SIZES. ELECTRICAL SITE PLAN DEMOLITION TAGS (PHASE 2) EX EXISTING SHALL REMAIN ER -- EXISTING SHALL BE REMOVED I EN EXISTING SHALL BE REPLACED WITH NEW DEVICE EXR EXISTING SHALL BE RELOCATED TO NEW LOCATION ERP EXISTING IN RELOCATED POSITION � EXISTING ITEMS NOT SHOWN SHALL .REMAIN AS IS, 100% O O /� C O N I S T� I I C T O �l � DOCUMENTS 00017-0805 JF AS SHOWN 06-02-06 IPROJ. NO., DWN BY SCALE DATE E0, 12 N ADMINISTRATION BUILDING DEMOLITION PLAN - ELECTWCAL SCALE: 1/8" = V-0" COMMUNITY �PRESBYTERIAN GENERAL NOTES CHUNCH SHALL REMAIN 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EXISTING SHALL BE REMOVED EDITIONS OF THE NATIONAL ELECTRICAL CODE, FIRE SAFETY EXISTING SHALL BE REPLACED WITH NEW DEVICE CODES, ENERGY CODES, THE AMERICANS WITH DISABILITIES ACT, EXISTING SHALL AND LOCAL BUILDING CODES. ERP CLIENT 2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT POSITION EXISTING SITE TO ENSURE THAT ALL WORK WILL MEET OR EXCEED THE SHOWN Community Presb terian Church y y ABOVE REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE 150 Sherry Drive BROUGHT TO THE A/E'S ATTENTION. Atlantic Beach, Florida 32233 3: COMPLETELYREMOVE ALL ABANDONED CONDUIT AND WIRE. 4: THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ARCHITECT 5. THE OWNER HAS THE FIRST RIGHT OF REFUSAL FOR ANY UTA Concepts, LLC REMOVED EXISTING ITEM. COORDINATE WITH THE OWNER & A/E. 241 Atlantic Blvd., Suites Neptune Beach, FL 32266 6, COMPLETELY REMOVE THE EXISTING DEVICES INCLUDING FL LLC NQ_ L02000002952 CONDUIT, WIRES, DISCONNECT SWITCHES, BOXES, AND ALL OTHER ASSOCIATED HARDWARE BACK TO THE POWER SOURCE, UNLESS OTHERWISE INDICATED. STRUCTURAL 7. COMPLETELY REMOVE THE EXISTING POWER PANELBOARDS INCLUDING CONDUIT, WIRES, BOXES, AND ALL OTHER Gina M. Hill, P.E. ASSOCIATED HARDWARE BACK TO THE POWER SOURCE, UNLESS 303 Clearwater Drive OTHERWISE INDICATED. ALL NEW AND EXISTING LOADS SHALL Ponce Uedra Beach, Florida 32082 BE CIRCUITED TO THE NEW PANELBOARDS. FL LLC N0. 52225 I NOTES M.P.& FP Blue heron Consulting, Inc. 1 ALL DEVICES IN THIS AREA ARE EXISTING TO REMAIN, U.N.O. j 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 I ELECTRICAL i The Ohmega Group, LLC _ DEMOLITION TAGS 1652 San Marco Boulevard Jacksonville, Florida 32207 EX --- EXISTING SHALL REMAIN ER - EXISTING SHALL BE REMOVED EN EXISTING SHALL BE REPLACED WITH NEW DEVICE EXR — — EXISTING SHALL BE RELOCATED TO NEW LOCATION ERP EXISTING IN RELOCATED POSITION EXISTING ITEMS NOT SHOWN SHALL REMAIN AS IS. i ADMIN. BUILDING i I II _I I O IN KEY PLAN NOT TO SCALE 100% CONSTRUCTION DOCUMENTS 00017-0805 JF AS SHOWN 06-02-06 PROD. NO. DWN BY SCALE DATE E0 2 c L3/ ADMINISTRATION BUILDING FLOOR PLAN - LIGHTING N' SCALE: 1/8" = V-0" VERIFY LOCATION EXISTING CT CABINET FROM CU C� PHASE I 2 3 EXISTING CT METERING FROM PHASE 1� 3 60 3 60 LOCATED ABOVE 60 35 AHU-1 AND WP WP AHU-2 VERIFY LOCATION EXISTING PANEL ELEC. �14 ERV MDP FROM 001 2 3� PHASE - �- EXISTING PANEL D SSD L3A FROM PHASE I / DP9 80 3 80 3 7.5 MDP 0 MECH. 002 MID L3A4 L3A4 d) F- L3A4 I 04 � r I r y sp Io CHOIR 111 A L3A4 L3A4 _--T i F I' �o L3A4 \ /� 0 WALK MDF— (� LCF - SD -- SD TOR. �5126 1 �5 CMM. _ T01 � � OR. --I 1`07 SD 108 109 CORR. ENTRY 2 I 3A15 110 1 WIT ER LIGHTS L3A10 C F F --- 1 16 L3A10-� ORAE STO AG 11�115A 3N 2 1-7 L3A 12 _3A 12 F L3A10 `-0 3A1 O _ ` OFFICE PARLOR L3A10 #1 118 �3Al2 L3A14 0 � STO . ASSOC. S I 1 PASTOR L3A10 105L 14 L3A 16 L3A14 OFFICE o- SID L3A1 120 1-3A1 6 0 ` (' L3A 16 L3A14 SD - \oi I A L3A16 3A ' ---- -_ \n -- 1 OA C SD�8\ OBAG�_ 12 A 3A2�� �� L3A�� ° 04 SD L3A 18 _3A 18 C 0 WORK ASSOC. ROOM L3A2 PASTOR T ; r 104 #2 --�4�F 122 0 3A24(L? �, ' C IER (P L3A 22 FI/Ac EF I TER TOILET L3A3 a 1WITHTOILET TS L3A24 � 12 �� F OFFICE EF I TERLOC L3A24 MANAGER CORR. F � FI/AC 1 S 103 101 3A30 0 L3A 4 - L� L3A28 L3A28 C 3A26 L3A26 J 7 ^ L3A28 IFF RECEP. C 0 102 �-����� PASTOR =QAC F !102 R125 3A26 5 IA3 SD NIS L3A28�- 1 100 ADMINISTRATION BUILDING FLOOR PLAN - POWER N AND SYSTEMS SCALE: 1/8" = V-0" GENERAL NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE, FIRE SAFETY CODES, ENERGY CODES, THE AMERICANS WITH DISABILITIES ACT, AND LOCAL BUILDING CODES. 2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SITE TO ENSURE THAT ALL WORK WILL MEET OR EXCEED THE ABOVE REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE A/E'S ATTENTION. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. LIGHTING NOTES 1. FIXTURE LOCATIONS SHOWN ARE APPROXIMATE. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT FIXTURE LOCATIONS. COORDINATE FIXTURE LOCATIONS WITH MECHANICAL CEILING DEVICES SUCH AS HVAC LOUVERS AND SUPPLY & RETURN GRILLS. 2. LIGHT FIXTURES INDICATED WITH "NL" SHALL BE CONNECTED TO AN UNSWITCHED CIRCUIT FOR NIGHT LIGHT ILLUMINATION. 3. REFER TO THE MECHANICAL PLANS FOR WIRING REQUIREMENTS AND LOCATIONS FOR THE RESTROOM EXHAUST FANS. CONNECT FANS TO RUN WHEN THE RESTROOM LIGHTS ARE ILLUMINATED. 4. REFER TO SHEET EO.03 FOR LIGHTING FIXTURE SCHEDULE. 5. REFER TO SHEET E7.04 FOR LIGHTING CONTROL DETAILS. POWER AND SYSTEMS NOTES 1. CEILING FIRE ALARM DEVICE LOCATIONS SHOWN ARE APPROXIMATE. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS TO COORDINATE DEVICE LOCATIONS. COORDINATE DEVICE LOCATIONS WITH MECHANICAL CEILING DEVICES SUCH AS HVAC LOUVERS AND SUPPLY & RETURN GRILLS. 2. REFER TO THE MECHANICAL PLANS FOR LOCATIONS AND WIRING REQUIREMENTS FOR THE HVAC EQUIPMENT INCLUDING AIR HANDLER UNITS, EXHAUST FANS, HEATERS, ETC. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT PROPERLY SIZED CIRCUITS INCLUDING CONDUCTORS, CONDUIT AND BREAKERS ARE PROVIDED TO SUPPLY THESE LOADS. 3. PROVIDE 6'X4'X3/4" PLYWOOD TELEPHONE BACKBOARD. PAINT WITH GRAY FLAME RETARDANT PAINT. 4. PROVIDE WALL MOUNTED COMMUNICATION TERMINATIONS IN ACCORDANCE WITH ANSI/TIA/EIA-568-B STANDARDS: A. (2) CATEGORY 5e 24 -PORT FRONT -ACCESS PATCH PANELS (HUBBELL, MODEL P5E24BF), FOR DATA TERMINATIONS. B. (1) CATEGORY 5e 110 BLOCKS, 100 -PAIR WITH STANDOFF LEGS (HUBBELL, MODEL 110BLK10OBWL), FOR VOICE TERMINATIONS. 5. OUTLET BOXES INSTALLED ON THE OPPOSITE SIDES OF THE SAME WALL SHALL BE SEPARATED BY A MINIMUM OF 12 INCHES. COMMUNFY PRESBYTER�AN CHURCH I CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL Gina M. Hill, P.E. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 FL LLC NO. 52225 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard l Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 ADMINISTRATION BUILDING FLOOR PLAN ELECTRICAL_ (PHASE 2) 100% CONSTRUCTION D OCU M EN TS KEY PLAN 00017-0805 l JF AS SHOWN 06-02-06 NOT TO SCALE - PROJ. NO.I DWN BY SCALE DATE E2,11 NMINISTRY CENTER 2nd FLOOR PLAN - LIGHTING SCALE: 1/8" = 1'-0" MINISTRY CENTER 1st FLOOR Plj_AN - LIGHTING SCALE: 1/8" = 1'-0" G1 L3F 3 01 L3F3 GENERAL NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE, FIRE SAFETY CODES, ENERGY CODES, THE AMERICANS WITH DISABILITIES ACT, AND LOCAL BUILDING CODES. 2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SITE TO ENSURE THAT ALL WORK WILL MEET OR EXCEED THE ABOVE REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE A/E'S ATTENTION. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. LIGHTING NOTES 1. FIXTURE LOCATIONS SHOWN ARE APPROXIMATE. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT FIXTURE LOCATIONS. COORDINATE FIXTURE LOCATIONS WITH MECHANICAL CEILING DEVICES SUCH AS HVAC LOUVERS AND SUPPLY & RETURN GRILLS. 2. LIGHT FIXTURES INDICATED WITH "NL" SHALL BE CONNECTED TO AN UNSWITCHED CIRCUIT FOR NIGHT LIGHT ILLUMINATION. 3. REFER TO THE MECHANICAL PLANS FOR WIRING REQUIREMENTS AND LOCATIONS FOR THE RESTROOM EXHAUST FANS. CONNECT FANS TO RUN WHEN THE RESTROOM LIGHTS ARE ILLUMINATED. 4. REFER TO SHEET EO.03 FOR LIGHTING FIXTURE SCHEDULE. 5. REFER TO SHEET E7.04 FOR LIGHTING CONTROL DETAILS. ,j I MINISTRY CENTER—"", /- ,< Ij I i KEY PLAN ! I N - NOT TO SCALE COMMUNFY PRESBYTER�AN CHURCH I CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 - -� ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd.; Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL Gina M. Hill, P.E. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 FL LLC NO. 52225 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 L_ ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville Florida 32207 FL COA #25911 FL PE #59813 MINISTRY CENTER FLOOR PLAN - LiGHTING (PHASE 2) 100% CONSTRUCTIO1, DOCUMENTS 00017-0805 JF AS SHOWN 06-02-06 PROD. N0. DWN BY SCALE DATE E4.01 GF L- G IF = CORR. 201 i l) WP/GFI AH VE R I FY ENLARGED E TRICAL M I COMM' L3E6 �) L3E6 PLAN. SHEET 1:7.11 203 1-3E6 ;S) 80 SD ELEC. L3 F37 Z WP/G I 204 MECH. NLE1 F li _ L3E1 I -�I 3F1 4 ❑ 202 L3E6 SAN. STOR. STOR. W 2'42 - L3 14,. �EF*. SD1 ILEI L3 STOR.NTERLOCK E INT RLOCK r> i EF 18 L3E18 2152 LIG SD30 F`'1 VERIFY (jD—H"f L3 1 SR. SD;' LOCATION 5 2 30 - L. 2' 4�4 - j Ll -, L3E18 F ) L3E1 8 L3E1 0 FT, \.,/\ % L3E18 1-3E10 L3E16 L3E16 L3E35 L3E10 VERIFY DH VERIFY MqH LOCATION 6 2 30 LOCATION 2 60 CR #4 30 40 211 CR 3 CR #`i 213 L3E1 8 207 1-3E1 0 L3E1 6 L3E16 IL3E10 ,��L3E10 L3E10( STOR: - )L3E18 rl>L3E16 L3E1 S I, MINISTRY CENTER 2nd FLOOR PL N SYSTEMS SCALE: 1/8" = V-0" ITH LIGHTS 1 WP/GFI 3E10 II -I r 'L3E8K d L3E8 1-3E8 � 3E8 L3E39 DH VERIFY 2 30 7 LOCATION 30 CR #6 205 C L3E8 � 3E8 _ �) L3E8 .AN - POWER AND STAIR 200 MINISTRY CENTER 1st FLOOR PLAN - POWER AND N SYSTEMS SCALE: 1/8" = V-0" GENERAL NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE, FIRE SAFETY CODES, ENERGY CODES, THE AMERICANS WITH DISABILITIES ACT, AND LOCAL BUILDING CODES. 2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SITE TO ENSURE THAT ALL WORK WILL MEET OR EXCEED THE ABOVE REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE A/E'S ATTENTION. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. POWER AND SYSTEMS NOTES 1. CEILING FIRE ALARM DEVICE LOCATIONS SHOWN ARE APPROXIMATE. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS TO COORDINATE DEVICE LOCATIONS. COORDINATE DEVICE LOCATIONS WITH MECHANICAL CEILING DEVICES SUCH AS HVAC LOUVERS AND SUPPLY & RETURN GRILLS. 2. REFER TO THE MECHANICAL PLANS FOR LOCATIONS AND WIRING REQUIREMENTS FOR THE HVAC EQUIPMENT INCLUDING AIR HANDLER UNITS, EXHAUST FANS, HEATERS, ETC. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT PROPERLY SIZED CIRCUITS INCLUDING CONDUCTORS, CONDUIT AND BREAKERS ARE PROVIDED TO SUPPLY THESE LOADS. 3. PROVIDE 6'X4'X3/4" PLYWOOD TELEPHONE BACKBOARD. PAINT WITH GRAY FLAME RETARDANT PAINT. 4. PROVIDE WALL MOUNTED COMMUNICATION TERMINATIONS IN ACCORDANCE WITH ANSI/TIA/EIA-568-B STANDARDS: A. (2) CATEGORY 5e 24 -PORT FRONT -ACCESS PATCH PANELS (HUBBELL, MODEL P5E24BF), FOR DATA TERMINATIONS. B. (1) CATEGORY 5e 110 BLOCKS, 100 -PAIR WITH STANDOFF LEGS (HUBBELL, MODEL 110BLK100BWL), FOR VOICE TERMINATIONS. 5. OUTLET BOXES INSTALLED ON THE OPPOSITE SIDES OF THE SAME WALL SHALL BE SEPARATED BY A MINIMUM OF 12 INCHES. COMMUMTY PRESBYTERIAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 I- ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd. Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL i Gina M. Hill, P.E. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 FL LLC NO. 52225 i M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL f The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 MINISTRY CENTER FLOOR PLAN - POWER AND SYSTEMS (PHASE 2) 100% CONSTRUCTION DOCUMENTS KEY PLAN - - --_ N 00017-0805JF AS SHOWN 06-02-06 PROD. NO. DWN BY SCALE DATE NOT TO SCALE - -.-- - -- - _ F -A n,) G2( L3C23 C UL3C23 �vv G EL3 $30$3 D$3 D$3 D e t h L3C2_ _,- e - - THESE SWITCHES 1 SERVE THE L3C23 FELLOWSHIP HALL FELLOWSHIP HALL FLOOR PLAN - LIGHTING N SCALE: 1/8" = V-0" F 17 EiG3 L3C23 L C3 El i ©G3 L3C23 C: L C3 �3 b ANF. ° IC3 104 4RIES b 'D 3- °�L C3 7 I ° $C3 3C3 _L ° DT Llit 3 Cl b C I C3 S2 S2 L3C3 -1.03 3-- 3C5 3C5 A4 A4 Al A LI L3D1 _3D U LfI C23 0 FELLOWSHIP HALL FLOOR PLAN -POWER AND N SYSTEMS SCALE: 1/8" = V-0" GENERAL NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE, FIRE SAFETY CODES, ENERGY CODES, THE AMERICANS WITH DISABILITIES ACT, AND LOCAL BUILDING CODES. 2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SITE TO ENSURE THAT ALL WORK WILL MEET OR EXCEED THE ABOVE REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE A/E'S ATTENTION, 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE EXISTING_ CONDITIONS PRIOR TO SUBMITTING BID. LIGHTING NOTES 1. FIXTURE LOCATIONS SHOWN ARE APPROXIMATE. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT FIXTURE LOCATIONS. COORDINATE FIXTURE LOCATIONS WITH MECHANICAL CEILING DEVICES SUCH AS HVAC LOUVERS AND SUPPLY & RETURN GRILLS, 2. LIGHT FIXTURES INDICATED WITH "NL" SHALL BE CONNECTED TO AN UNSWITCHED CIRCUIT FOR NIGHT LIGHT ILLUMINATION. 3. REFER TO THE MECHANICAL PLANS FOR WIRING REQUIREMENTS AND LOCATIONS FOR THE RESTROOM EXHAUST FANS. CONNECT FANS TO RUN WHEN THE RESTROOM LIGHTS ARE ILLUMINATED. 4. REFER TO SHEET E0.03 FOR LIGHTING FIXTURE SCHEDULE. 5. REFER TO SHEET E7.04 FOR LIGHTING CONTROL DETAILS. POWER AND SYSTEMS NOTES _OCK 1. CEILING FIRE ALARM DEVICE LOCATIONS SHOWN ARE APPROXIMATE. REFER TO LIGHTS THE ARCHITECTURAL REFLECTED CEILING PLANS TO COORDINATE DEVICE LOCATIONS. COORDINATE DEVICE LOCATIONS WITH MECHANICAL CEILING DEVICES SUCH AS HVAC LOUVERS AND SUPPLY & RETURN GRILLS. 2. REFER TO THE MECHANICALPLANS FOR LOCATIONS AND WIRING REQUIREMENTS FOR THE HVAC EQUIPMENT INCLUDING AIR HANDLER UNITS, EXHAUST FANS, HEATERS, ETC. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT PROPERLY SIZED CIRCUITS INCLUDING CONDUCTORS, CONDUIT AND BREAKERS ARE PROVIDED TO SUPPLY THESE LOADS. 3. PROVIDE 6'X4'X3/4" PLYWOOD TELEPHONE BACKBOARD. PAINT WITH GRAY FLAME RETARDANT PAINT. 4. PROVIDE WALL MOUNTED COMMUNICATION TERMINATIONS IN ACCORDANCE WITH ANSI/TIA/EIA-568-B STANDARDS: A. (2) CATEGORY 5e 24 -PORT FRONT -ACCESS PATCH PANELS (HUBBELL, MODEL P5E24BF), FOR DATA TERMINATIONS. B. (1) CATEGORY 5e 110 BLOCKS, 100 -PAIR WITH STANDOFF LEGS (HUBBELL, MODEL 110BLK1008WL), FOR VOICE TERMINATIONS. 5. OUTLET BOXES INSTALLED ON THE OPPOSITE SIDES OF THE SAME WALL SHALL BE SEPARATED BY A MINIMUM OF 12 INCHES. 6. COORDINATE EXACT LOCATION OF TAMPER AND FLOW SWITCHES WITH APPROVED FIRE PROTECTION VENDOR SHOP DRAWINGS. .il=I&. Pa. . a NOT TO SCALE UUMMUI y. PRESBYTERAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC N0. L02000002952 STRUCTURAL Gina M. Hill, P.E. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 FL LLC N0. 52225 FELLOWSHIP HALL FLOOR PLAN - ELECTRICAL (PHASE 2) j 100% CONSTRUCTION DOCUMENTS 00017-0805I JF AS SHOWN 06-02-06 PROD. N0.! DWN BY SCALE DATE !F E5� 01 G2 THESE L3C2 SWITCHES SERVE THE �C FELLOWSHIP- HAL�-` i _ - ab cd D G2( L3C23 C UL3C23 �vv G EL3 $30$3 D$3 D$3 D e t h L3C2_ _,- e - - THESE SWITCHES 1 SERVE THE L3C23 FELLOWSHIP HALL FELLOWSHIP HALL FLOOR PLAN - LIGHTING N SCALE: 1/8" = V-0" F 17 EiG3 L3C23 L C3 El i ©G3 L3C23 C: L C3 �3 b ANF. ° IC3 104 4RIES b 'D 3- °�L C3 7 I ° $C3 3C3 _L ° DT Llit 3 Cl b C I C3 S2 S2 L3C3 -1.03 3-- 3C5 3C5 A4 A4 Al A LI L3D1 _3D U LfI C23 0 FELLOWSHIP HALL FLOOR PLAN -POWER AND N SYSTEMS SCALE: 1/8" = V-0" GENERAL NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE, FIRE SAFETY CODES, ENERGY CODES, THE AMERICANS WITH DISABILITIES ACT, AND LOCAL BUILDING CODES. 2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SITE TO ENSURE THAT ALL WORK WILL MEET OR EXCEED THE ABOVE REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE A/E'S ATTENTION, 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE EXISTING_ CONDITIONS PRIOR TO SUBMITTING BID. LIGHTING NOTES 1. FIXTURE LOCATIONS SHOWN ARE APPROXIMATE. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT FIXTURE LOCATIONS. COORDINATE FIXTURE LOCATIONS WITH MECHANICAL CEILING DEVICES SUCH AS HVAC LOUVERS AND SUPPLY & RETURN GRILLS, 2. LIGHT FIXTURES INDICATED WITH "NL" SHALL BE CONNECTED TO AN UNSWITCHED CIRCUIT FOR NIGHT LIGHT ILLUMINATION. 3. REFER TO THE MECHANICAL PLANS FOR WIRING REQUIREMENTS AND LOCATIONS FOR THE RESTROOM EXHAUST FANS. CONNECT FANS TO RUN WHEN THE RESTROOM LIGHTS ARE ILLUMINATED. 4. REFER TO SHEET E0.03 FOR LIGHTING FIXTURE SCHEDULE. 5. REFER TO SHEET E7.04 FOR LIGHTING CONTROL DETAILS. POWER AND SYSTEMS NOTES _OCK 1. CEILING FIRE ALARM DEVICE LOCATIONS SHOWN ARE APPROXIMATE. REFER TO LIGHTS THE ARCHITECTURAL REFLECTED CEILING PLANS TO COORDINATE DEVICE LOCATIONS. COORDINATE DEVICE LOCATIONS WITH MECHANICAL CEILING DEVICES SUCH AS HVAC LOUVERS AND SUPPLY & RETURN GRILLS. 2. REFER TO THE MECHANICALPLANS FOR LOCATIONS AND WIRING REQUIREMENTS FOR THE HVAC EQUIPMENT INCLUDING AIR HANDLER UNITS, EXHAUST FANS, HEATERS, ETC. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT PROPERLY SIZED CIRCUITS INCLUDING CONDUCTORS, CONDUIT AND BREAKERS ARE PROVIDED TO SUPPLY THESE LOADS. 3. PROVIDE 6'X4'X3/4" PLYWOOD TELEPHONE BACKBOARD. PAINT WITH GRAY FLAME RETARDANT PAINT. 4. PROVIDE WALL MOUNTED COMMUNICATION TERMINATIONS IN ACCORDANCE WITH ANSI/TIA/EIA-568-B STANDARDS: A. (2) CATEGORY 5e 24 -PORT FRONT -ACCESS PATCH PANELS (HUBBELL, MODEL P5E24BF), FOR DATA TERMINATIONS. B. (1) CATEGORY 5e 110 BLOCKS, 100 -PAIR WITH STANDOFF LEGS (HUBBELL, MODEL 110BLK1008WL), FOR VOICE TERMINATIONS. 5. OUTLET BOXES INSTALLED ON THE OPPOSITE SIDES OF THE SAME WALL SHALL BE SEPARATED BY A MINIMUM OF 12 INCHES. 6. COORDINATE EXACT LOCATION OF TAMPER AND FLOW SWITCHES WITH APPROVED FIRE PROTECTION VENDOR SHOP DRAWINGS. .il=I&. Pa. . a NOT TO SCALE UUMMUI y. PRESBYTERAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC N0. L02000002952 STRUCTURAL Gina M. Hill, P.E. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 FL LLC N0. 52225 FELLOWSHIP HALL FLOOR PLAN - ELECTRICAL (PHASE 2) j 100% CONSTRUCTION DOCUMENTS 00017-0805I JF AS SHOWN 06-02-06 PROD. N0.! DWN BY SCALE DATE !F E5� 01 L CHRISTIAN EDUCATION BUILDING �-�-�+ EXTERIOR i ELECTRICAL ROOM I I i EX. PANEL 'MP' EX. PANEL 'L' 500A, 20BY/120V, 225A, 208Y/1 20V, 30, 4W 30, 4W SIEMENS 'CDP -7' I I I I I I 150/3 I EX. ELECTRIC SERVICE 4-bl METER AND CT CABINET (TYP.) i I 500/3 ( I EX. UTILITY TRANSFORMER I I I �(EX) I GENERAL NOTES KEYED NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST (_ 1 , THIS EQUIPMENT WAS INSTALLED UNDER THE PHASE I EDITIONS OF THE NATIONAL ELECTRICAL CODE, FIRE SAFETY CONTRACT. CODES, ENERGY CODES, THE AMERICANS WITH DISABILITIES ACT, AND LOCAL BUILDING CODES. 2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SITE TO ENSURE THAT ALL WORK WILL MEET OR EXCEED THE ABOVE REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE A/E'S ATTENTION. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. 4. ALL 15A/1P CIRCUITS SHALL CONTAIN 2#12 & 1#12 GND IN 1/2"C, UNLESS NOTED OTHERWISE. ALL 20A/1 P OR 20A/2P CIRCUITS SHALL CONTAIN 2#12 & 1#12 GND IN 1/2"C, UNLESS NOTED OTHERWISE 5. PANELBOARDS SHALL BE SIZED AS INDICATED ON THE SCHEDULES AND MANUFACTURED BY GE, SQUARE D, SIEMENS OR EQUAL. REFER TO SHEETS E8.01, E8.02, AND E8.03 FOR PANEL SCHEDULES. 6. ALL ELECTRICAL EQUIPMENT DESIGNED TO BE INSTALLED OUTSIDE SHALL BE PROVIDED WITH NEMA 3R WEATHERPROOF ENCLOSURE. DEMOLITION TAGS ADMINISTRATIVE EX - EXISTING SHALL REMAIN MECHANICAL/ELECTRICAL BUILDING EXISTING SHALL BE REMOVED MINISTRY CENTER BUILDING -I� FELLOWSHIP HALL ►�_ BUILDING '-� SANCTUARY BUILDING YOUTH HALL ' - EXISTING SHALL BE RELOCATED TO MAIN ELECTRICAL ROCM I ELECTRICAL ROOM ERP -- i BUILDING I ELECTRICAL CLOSET I CLOSET ITEMS NOT SHOWN SHALL REMAIN AS IS. FEEDER SCHEDULE CLIENT FEEDER QUANTITY OF PHASE SERVICE / NUMBER CONDUIT Community Presbyterian Church NEUTRAL EQUIPMENT PARALLEL RUNS QUANTITY SIZE GROUND (1; 2 3" 3 350 KCMIL 350 KCMIL 1 150 Sherry Drive (2? 1 3-1/2" 3 500 KCMIL 500 KCMIL 3 I I 1 I I 4/0 Atlantic Beach, Florida 32233 4 -� EX. MDP 4 1 2" 3 1/0 1/0 6 I L- 2000A, 208Y/12 V, 30 4W -- ARCHITECT 150/3 I I I I I I I ( 150/2 I 400/3 I 600/3 I 400/3 I ' !� VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 EX. PANEL 'MP' 500/3 150/3 EX. PANEL 13AII � I Neptune Beach, FL 32266 EX. PANEL 'A' 400 3 600 3 PANEL 'I -3B' I I I I I I I I I 150/2 I I I FL LLC NO L02000002952 EXISTING LOAD 225 3 400 3 PANEL 'L3E' I 225/3 50/ 150/3 150/3 I I 100/3 X. PANEL 'SL1' 200/3 200/3 EX. SPARE PANEL L3A' i \ I � I I ` I EX. PANEL L1A' STRUCTURAL -- 150A, 208Y/120V, �, - `,4 I 100A, 120/240V, � Gina M. Hill, P, E, AHU-2 80/3 80/3 AHU-3 3�, 4W (EX) 1 �, 3W PANEL 'L3E' PANEL 'L3F' PANEL 'L3D' PANEL 'L3B' PANEL 'L3C' EX. PANEL 'A' EX. PANEL 'B' 303 Clearwater Drive ERV -3 15/3 30/3 EX. TVS ' 400A, 208Y/1 20V, 225A, 208Y/12OV, 1150A, 208Y/12OV, 600A, 208Y/12OV, 150A, 208Y/120V, I 400A, 208Y/12OV, 100A, 20BY/12OV, I I j Ponte Vedra Beach, Florida 32082 CU -2 60/3 35/3 30, 4W 30, 4W 30, 4W 30, 4W 30, 4W 30, 4W 30, 4W FL LLC N0. 52225 CU -3 CUTLER HAMMER CUTLER HAMMER 'PRL -1 A' 'PRL -1 A' 2000/3 MAIN SERVICE DISCONNECT ( ( ( M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL ELECTRICAL RISER DIAGRAM - REVISED The Ohmega croup, LLC 1652 San Marco Boulevard SCALE :NONE Jacksonville, Florida 32207 COA #25911 FL PE #59813 GENERAL NOTES KEYED NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST (_ 1 , THIS EQUIPMENT WAS INSTALLED UNDER THE PHASE I EDITIONS OF THE NATIONAL ELECTRICAL CODE, FIRE SAFETY CONTRACT. CODES, ENERGY CODES, THE AMERICANS WITH DISABILITIES ACT, AND LOCAL BUILDING CODES. 2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SITE TO ENSURE THAT ALL WORK WILL MEET OR EXCEED THE ABOVE REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE A/E'S ATTENTION. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. 4. ALL 15A/1P CIRCUITS SHALL CONTAIN 2#12 & 1#12 GND IN 1/2"C, UNLESS NOTED OTHERWISE. ALL 20A/1 P OR 20A/2P CIRCUITS SHALL CONTAIN 2#12 & 1#12 GND IN 1/2"C, UNLESS NOTED OTHERWISE 5. PANELBOARDS SHALL BE SIZED AS INDICATED ON THE SCHEDULES AND MANUFACTURED BY GE, SQUARE D, SIEMENS OR EQUAL. REFER TO SHEETS E8.01, E8.02, AND E8.03 FOR PANEL SCHEDULES. 6. ALL ELECTRICAL EQUIPMENT DESIGNED TO BE INSTALLED OUTSIDE SHALL BE PROVIDED WITH NEMA 3R WEATHERPROOF ENCLOSURE. ELECTRICAL_ RISER DIAGRAM - REVISED (PHASE 2) 100% CONSTRUCTION DOCUMENTS 00017-0805 JF AS SHOWN 06-02-06 PROD. NO. DWN BY SCALE DATE E6.1 2' DEMOLITION TAGS EX - EXISTING SHALL REMAIN ER EXISTING SHALL BE REMOVED EN - EXISTING SHALL BE REPLACED WITH NEW DEVICE EXR - EXISTING SHALL BE RELOCATED TO NEW LOCATION ERP -- EXISTING IN RELOCATED POSITION EXISTING ITEMS NOT SHOWN SHALL REMAIN AS IS. FEEDER SCHEDULE FEEDER QUANTITY OF PHASE SERVICE / NUMBER CONDUIT NEUTRAL EQUIPMENT PARALLEL RUNS QUANTITY SIZE GROUND (1; 2 3" 3 350 KCMIL 350 KCMIL 1 (2? 1 3-1/2" 3 500 KCMIL 500 KCMIL 3 {3) 1 2-1/2" 3 4/0 4/0 4 -� 4 1 2" 3 1/0 1/0 6 ELECTRICAL_ RISER DIAGRAM - REVISED (PHASE 2) 100% CONSTRUCTION DOCUMENTS 00017-0805 JF AS SHOWN 06-02-06 PROD. NO. DWN BY SCALE DATE E6.1 2' CHRISTIAN EDUCATION BUILDING ADMINISTRATION BUILDING SANCTUARY BUILDING YOUTH HALL CHRISTIAN EDUCATION BUILDING EX. DEVICES (TYP.) -I,- JL �e R) EOL �FS� - rTS� -� I r �F�<� -= E 3�--EOL HORN L_J L -J L. J I I I I L^J . -- rEOLISTROB II III -� FAAP II III EX. 'LJ T 1120V AC f 2 1 SEX ADMINISTRATION BUILDING 1 /2"C riri r 120V AC — ,s- 2 HALLWAY HORN STROBE FIRE ALARM RISER DIAGRAM - EXISTING SCALE : NONE SANCTUARY BUILDING DETECTOR - 1ST YOUTH HALL C. DEVICES (TYP.) SMOKE EX. DEVICES (TYP.) _ J I 3. JL ® DETECTOR - AHU #1 J L= �;�-- SD ---(HDA -i SPARE DETECTOR (SD --- (SDI ---(HDA --, D- LFJ -LFJ -- SFJ 5. �1 -T (R)i T - LFJ--- LF- ---LFJ 1 I OLS-�`FS -QTS -� I r SFJ<� - LF;1EOLIHORN SMOKE I I EOL LFSJ LTSJ I I r �], -- ^J`� ��- EOLIHORN I .A -- t� �_ iS - �EOLr STROBE 15. ,F�1 - i i i r �`�STROBE SPARE - I 16. I r1..,__L L11 EX. J -BOX EX. r-- -------------------- EX'.. ��J-B0� 4 > FACP SHUTDOWN REQUIRED DURING THE COURSE OF THIS PROJECT i (EXR) i Li J I -ELECTRICAL CLOSET ---------------------------------------------------- FIRE ALARM RISER DIAGRAM - REVISED SCALE :NONE NOTES: 1. SCHEMATIC IS DIAGRAMATIC ONLY, REFER TO FLOOR PLANS FOR QUANTITY AND LOCATIONS OF DEVICES 2. REFER TO THE MECHANICAL PLANS FOR QUANTITY AND LOCATIONS OF DUCT MOUNTED SMOKE DETACTORS, DAMPER CONTROL REQUIREMENTS, AND FN SHUT—DOWN REQUIREMENTS. 3. REFER TO FIRE PROTECTION PLA S FOR QUANTITY AND LOCATIONS OF WATERFLOW AND AMPER SWITCHES. 4. PROVIDE CABLES AS SPECIFIED BY MANUFACTURER. FELLOWSHIP HALL r 1/2"C / TYP. EXISTING FACP ZONES 1. SMOKE DETECTORS DETECTOR - 1ST 2. PULL STATIONS SMOKE DETECTOR - 4 AND J I 3. SPARE Q DETECTOR - AHU #1 12. 4. SPARE DETECTOR - AHU #2 13. SMOKE 5. SPARE o, 14. SMOKE DUCT 6. SPARE 15. 7. SPARE - I 8. ADMINISTRATION OFFICE ALARM 9. SMOKE DETECTOR - 1ST AND 2ND GRADE ROOM 10. SMOKE DETECTOR - 4 AND 5 YEAR OLDS 11. SMOKE DUCT DETECTOR - AHU #1 12. SMOKE DUCT DETECTOR - AHU #2 13. SMOKE DUCT DETECTOR - AHU #3 14. SMOKE DUCT DETECTOR - AHU #4 15. PULL STATION FL LLC NO. 52225 - 1ST FLOOR 16. PULL STATION M.P. & FP AND HEAT DETECTORS, 2ND FLOOR EOL FS TSF F __1-i EO� HORN FEO� STROBE FAC P 120V AC EO MINISTRY CENTER 1/2"C TYP. — H D - H FAAP 120V AC t= CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 (Neptune Beach FL 32266 Imo, KEYED NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST FL LLC N0: L02000002952 PROVIDE NEW ADDRESSIBLE FIRE ALARM CONTROL PANEL AS EDITIONS OF THE NATIONAL ELECTRICAL CODE, FIRE SAFETY 0 J CODES, ENERGY CODES, THE AMERICANS WITH DISABILITIES ACT, M AND LOCAL BUILDING CODES. STRUCTURAL z, Gina M. hill, P.E. PROVIDE NEW FIRE ALARM REMOTE ANNUNCIATOR PANEL AS 2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT MANUFACTURED BY SILENT KNIGHT OR EQUAL. IN SPACES WITH 303 Clearwater Drive w ABOVE REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE PROVIDE ANNUNCIATION IN EACH BUILDING. Ponte Vedra Beach, Florida 32082 3 PROVIDE CONNECTION TO THE EXISTING FACP FOR 3, THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE I FL LLC NO. 52225 EXISTING CONDITIONS PRIOR TO SUBMITTING BID. IN: ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. M.P. & FP OCCUPIED (STUDENTS OR STAFF) DURING ANY ELECTRICAL 4 > PROVIDE (2) #12, (1) #12 GROUND IN 1/2" C. TO EXISTING SHUTDOWN REQUIRED DURING THE COURSE OF THIS PROJECT Blue Heron Consulting, Inc. THEN THE FIRE ALARM SYSTEM SHALL NOT BE OUT OF PANELBOARD. LABEL DIRECTORY 'FIRE ALARM'. SERVICE FOR MORE THAN 4 HOURS IN A 24-HOUR PERIOD. 362 Osceola Avenue` THE FIRE MARSHALL SHALL BE NOTIFIED, AND THE BUILDING Jacksonville Beach, FL 32250 REFERENCE SECTION 9.6.1.8 OF NEPA 101 (2000 EDITION).. PE 36120 5. SEE EO.02 FOR STATE REQUIREMENTS FOR FIRE ALARM ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Ak Jacksonville, Florida 32207 FL COA #25911 EOLI HORN EOLSTROBE GENERAL NOTES KEYED NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST 1 PROVIDE NEW ADDRESSIBLE FIRE ALARM CONTROL PANEL AS EDITIONS OF THE NATIONAL ELECTRICAL CODE, FIRE SAFETY MANUFACTURED BY SILENT KNIGHT OR EQUAL. THE SYSTEM CODES, ENERGY CODES, THE AMERICANS WITH DISABILITIES ACT, SHALL, BE COMPATIBLE WITH THE EXISTING FIRE ALARM SYSTEM. AND LOCAL BUILDING CODES. \ ( 2 PROVIDE NEW FIRE ALARM REMOTE ANNUNCIATOR PANEL AS 2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT MANUFACTURED BY SILENT KNIGHT OR EQUAL. IN SPACES WITH SITE TO ENSURE THAT ALL WORK WILL MEET OR EXCEED THE EXISTING FIRE ALARM DEVICES, RECONNECT TO NEW FAAP TO ABOVE REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE PROVIDE ANNUNCIATION IN EACH BUILDING. BROUGHT TO THE A/E'S ATTENTION. 3 PROVIDE CONNECTION TO THE EXISTING FACP FOR 3, THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE ANNUNCIATION ONTHE NEW FACP. PROVIDE NEW WIRING IN 2"C EXISTING CONDITIONS PRIOR TO SUBMITTING BID. IN: ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. CONTRACTORS SITE SAFETY PLAN: IF THE BUILDING IS OCCUPIED (STUDENTS OR STAFF) DURING ANY ELECTRICAL 4 > PROVIDE (2) #12, (1) #12 GROUND IN 1/2" C. TO EXISTING SHUTDOWN REQUIRED DURING THE COURSE OF THIS PROJECT DEDICATED SPARE CIRCUIT BREAKER IN NEAREST EXISTING THEN THE FIRE ALARM SYSTEM SHALL NOT BE OUT OF PANELBOARD. LABEL DIRECTORY 'FIRE ALARM'. SERVICE FOR MORE THAN 4 HOURS IN A 24-HOUR PERIOD. THE FIRE MARSHALL SHALL BE NOTIFIED, AND THE BUILDING EVACUATED OR AN APPROVED FIRE WATCH PROVIDED. REFERENCE SECTION 9.6.1.8 OF NEPA 101 (2000 EDITION).. 5. SEE EO.02 FOR STATE REQUIREMENTS FOR FIRE ALARM SYSTEMS IN EDUCATIONAL FACILITIES. 100% CONSTRUCTION DOCUMENTS 00017-0805 JF AS SHOWN 06-02-06 PROJ. N0. DWN BY SCALE DATE E6o13 TELEPHONE SERVICE (2) 3" PVC PEDESTAL i• 0 TELEPHONE SERVICE TO CHRISTIAN EDUCATION BUILDING MDF � --- --- SERVER ROOM -.- 8 9 ■�° -45 TYPICAL CAT -5E PATCH ----- - PANEL (48 -PORT) E—E TELEPHONE 8 ° (BY OWNER) -40i SEE, 1 711 L TYPICAL COMM. 'OUTLET - - _35 CONNECTION. (2) RJ45 JACKS �2 "; RR ° FOR FUTURE CONNECTIVITY SERVER u (BY OWNER - LL 20A, 120VAC -- °° LL DEDICATED CIRCUIT ~ FFACP 7 -25 TELEPHONE BACKBOARD H0000 0000000 '�- o fl 8'X4'X3/4" 1 1 0r�00 110 PUNCH BLOCKS o -20 COMPUTER SYSTEM 0000000 0000000 (VOICE) 0000 - 1/2" FLEXIBLE —TYPICAL PBX TELEPHONE (BY OWNER) 0000000 0000000 — 1 f) METALIC CONDUIT EQUIPMENT 4"X10" GROUND o ° ° ° ° o -15 (BY OWNER) BUS BAR C� DUPLEX RECEPTACLE NOTES: GROUNDING BUSHING ® TYPE N5 -20R 1. SCHEMATIC IS DIAGRAMATIC ONLY, REFER TO FLOOR PLANS --TYPICAL FIBER OPTIC FOR QUANTITY AND LOCATIONS OF DEVICES -10.' PATCH PANEL w Q w Q w Q w Q w Q (12 -PORT) 2. THE CONTRACTOR SHALL CONTACT THE LOCAL TELEPHONE J ~ J ~ J ~ w < � < 0 ° 0 0 0 . ° ° COMPANY AND COORDINATE THE INSTALLATION OF TELEPHONE � o� o Tw-- o p o__ o PARALLEL GROUND T 3 r- CHRISTIAN EDUCATION BUILDING 3/4" THICK PLYWOOD, PAINTED GRAY 3-1/4" HOLES --�" (VENTILATION) r 3-1/4" HOLES (VENTILATION) - K U IVI ADMINISTRATION BUILDING CONNECTOR (CRIMP OR Z r ® ,,, in SERVICE TO THE FACILITY. BUILDING STEEL CADWELD). STRIP GREEN 5 - --TYPICAL UPS 3. PROVIDE 1"C WITH (2) CATEGORY 5E (4PR#24 AWG) INSULATION TO ALLOW �` 6 SYSTEM UNSHIELDED TWISTED PAIR UTP COMMUNICATIONS CABLES - CONNECTION, TYPICAL. / o o a e e o FROM PATCH PANELS TO EACH COMMUNICATIONS OUTLET. o - 0 4. PROVIDE 1"C WITH 1#6 BARE CU GROUND TO BUILDING MAIN o SERVICE GROUND. `�� TO YOUTH HALL TO SANCTUARY ----S TO FELLOWSHIP HALL TO MINISTRY CENTER 20A, 120VAC DEDICATED CIRCUIT 3/ PA 3 - (VI 3 - (VI COMMUNICATIONS RISER DIAGRAM - REVISED F ADMINISTRA BUILUIMi SCALE :NONE YOUTH HALL MINISTRY CENTER 12 3/4" THICK PLYWOOD, IDF-2 PAINTED GRAY 3-1/4" HOLES 3-1/4" HOLES ► 100 PAIR (VENTILATION) (VENTILATION) 110 BLOCK I ' 3-1/4" HOLES 3-1/4" HOLES (VENTILATION) (VENTILATION) w FROM ADMINISTRATION BUILDING 3 "C ~ (TYPICAL) 20A, 120VAC DEDICATED CIRCUIT 3/4" THICK PLYWOOD, PAINTED GRAY HOLES 3-1/4" HOLES -� (VENTILATION) (VENTILATION) FELLOWSHIP HALL 20A, 120VAC DEDICATED CIRCUIT SANCTUARY 20A, 120VAC DEDICATED CIRCUIT RCUIT 3-1/4" HOLES (VENTILATION) 3-1/4" HOLES (VENTILATION) GENERAL NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE, FIRE SAFETY CODES, ENERGY CODES, THE AMERICANS WITH DISABILITIES ACT, AND LOCAL BUILDING CODES. 2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SITE TO ENSURE THAT ALL WORK WILL MEET OR EXCEED THE ABOVE REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE A/E'S ATTENTION. 3. THE TELEPHONE SERVICE INTERFACE WORK SHALL BE INSTALLED IN ACCORDANCE WITH BELLSOUTH REGULATIONS. THE CONTRACTOR SHALL ARRANGE TO HAVE BELLSOUTH INSTALL THE TELEPHONE SERVICE TO THE FACILITY AS REQUIRED. 4. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. 5. MANUFACTURER AND MODEL NUMBERS ARE USED TO ESTABLISH QUALITY AND PERFORMANCE OF THE SYSTEM, ANY EQUIPMENT THAT MEETS OR EXCEEDS THE PERFORMANCE SHALL BE CONSIDERED AND APPROVED AT THE DISCRETION OF THE ENGINEER AND/OR OWNER. KEYED NOTES 1 PATCH PANELS FOR TELEPHONE LINE TERMINATIONS. FROM TEL. IDF-1 3/4" THICK PLYWOOD, IDF-3 CO. OR EPBX TYPE SYSTEM AS MANUFACTURED BY PANDUIT, PAINTED GRAY HUBBELL PREMISE WIRING, OR APPROVED EQUAL. 100 PAIR 3-1 4' 100 PAIR (2 I PATCH PANELS FOR HORIZONTAL WIRING TO COMMUNICATION HOLES 3- 110 BLOCK .� 1/4' HOLES �"' 110 BLOCK—__3-1/4 HOLES OUTLETS AS MANUFACTURED BY PANDUIT, HUBBELL PREMISE (VENTILATION) (VENTILATION) (VENTILATION) WIRING, OR APPROVED EQUAL. PROVIDE 20% SPARE CAPACITY. FIBER OPTIC CABLE PATCH PANELS WITH "SC TYPE CONNECTIONS. R (4) PANDUIT WIRE MANAGEMENT HARDWARE. PROVIDE BETWEEN PATCH PANEL PATCH PANEL PATCH PANEL EACH UTP AND FOR PATCH PANELS AND FOR VERTICAL WIRE 24 RJ45 PORTS 24 RJ45 PORTS 24 RJ45 PORTS _ MANAGEMENT. ® ALL COMM. CABLES SHALL BE PLENUM RATED. C) O O O O Q ® Q O O O 00 ' Q - ®o ee 000 ' 6 #6 BARE COPPER GROUND CONDUCTOR TO ELECTRICAL "'-3-1 4" HOLES 3-1 4" HOLES "�3-1 4" HOLES 3-1 4" HOLES — �_ GROUNDING SYSTEM. / / / / 3 ENTIL HOLES (--7 PROVIDE 1400VA UPS FOR RACK EQUIPMENT. UPS SHALL BE (VENTILATION) I (VENTILATION) (VENTILATION) (VENTILATION) w Q (VENTILATION) _LjQ MANUFACTURED BY APC MODEL SU140ORMX o o APPROVED EQUAL. ( L3U) OR 3 C 3 C i 8 i PROVIDE 84" EQUIPMENT RACK (MODEL: HPW84RR19) AS --- _ (TYPICAL) (TYPICAL) -- _ MANUFACTURED BY HUBBELL PREMISE OR APPROVED EQUAL. -BUILDING STEEL BUILDING STEEL BUILDING STEEL CONTRACTOR SHALL PROVIDE ALL ACCESSORIES, CABLE MANAGEMENT, SCREWS, ETC. AS REQUIRED BY SPECIFICATIONS FOR NEAT AND WORKMAN INSTALLATION. CONTRACTOR SHALL GROUND RACK PER SPECIFICATIONS. 9 ) PROVIDE SHOP DRAWING INDICATING RACK LAYOUT AND 41 FROM FROM LABELING INFORMATION FOR APPROVAL. PROVIDE LADDER RACK ADMINISTRATION ADMINISTRATION OVER THE RACKS. BUILDING BUILDING (1 PROVIDE 300 PAIR CATEGORY 5E 1 10 TERMINATION SYSTEM KIT AS COMMUNI ATIONS RISER DIAGRAM - REVISED EQUALNCOORDINATE B HEANDUITNUMBERHUBBELLOF PAIRSOWITH TELEPDHONE COMPANY. SCALE :NONE (1 PAINT PLYWOOD BACKBOARD WITH GRAY FLAME RETRDANT PAINT ON ALL SIDES. 12 ? -24" x 24" x 8.62" DEEP BOX, HOFFMAN #A-24N24BLP, HINGED STANDARD SLOTTED LATCH COVER. NEMA -1 BOX. 1=3 VERIFY QUANTITY OF VOICE AND DATA CABLES TO EACH IDF WITH OWNER PRIOR TO ROUGH -IN. COVVUNFY PRESBYTER�AN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 LSTRUCTURAL LL Gina M. Hill, P.E. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 I FL LLC NO. 52225 M.P. & FP --- Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 L-_ I I I i ELECTRICAL A The Ohmega Group, LLC l 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 L�UUUIVIE-1N I J I 00017-0805 JF AS SHOWN 06-02-06 PROD. NO.!DWN BY !. SCALE DATE E6.14 PROVIDE A.L.P. MODEL CB75BWE-C90 FOR CORNER INSTALLATION. -- � ire TF -'t Ti' T1' T1' T1, TRACK LIGHTING DETAIL SCALE NONE FIELD VERIFY MOUNTING HEIGHT AND TRACK LENGTH -12" WIDE PARABOLIC EGGCRATE' LOUVER 3/4" SYSTEM AS MANUFACTURED BY 12" _ -_ _ -- = A.L.P. MODEL --- -- _ --- -- - CB75BWE, OR EQUAL. CONTINUOUS WALL TO 3/4' _ WALL AS INDICATED ON TYPE 'F8'-48"-- ---4 PLANS. TYPE 'F9'-96" I 13 1/2" — ACOUSTICAL TILE — — LOUVER 12" T— BAR PAINT TO MATCH (:FII INC, RESTROOM LIGHTING DETAIL SCALE : NONE FLOODLIGHT TYPE 'L2' STANCHION MOUNT HANDHOLE 4 0 ri-ii CONCRETE BASE WITH II II CHAMFERED EDGE i I I li I TYPE 2,'— 0 DIAMETER— OF BASE SHALL STANCHIOI`. MATCH THE MOUNT (SEE FIXTURE ENLARGED WIDTH DETAIL, THIS DRAWING) FLOOD LIGHTING DETAIL IN -GROUND LIGHT TYPE 'L5' I �'x g Imo\ BACKFILL WITH 8o I l INSTALL PER SAND OR GRAVEL r 11 of MANUFACTURER'S iii INDTRUCTIONS �` of SCALE :NONE IN -GROUND LIGHTING DETAIL SCALE : NONE W Z J I c� I � 1 <c I 0" I I SIGN LIGHTING GUIDELINES: 1. SELECT AIMING POINT 2/3 THE WAY UP THE VERTICAL SURFACE. 2. INSTALL 'FLOODLIGHTS AT A SETBACK EQUAL TO THE HEIGHT OF THE AIMING POINT. 3. TILT THE FLOODLIGHTS UP AN AN AHGLE OF 45° AND ORIENT THEM TOWARD THE AIMING POINT. 4. MINIMUM ILLUMINATION UNIFORMITY LEVELS: A) MAX TO MIN = 10:1 OR BETTER B) AVG TO MIN 5:1 OR BETTER GENERAL SIGN LIGHTING DETAIL SCALE :NONE C0MVUMTY PRESBYTERAR CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL Gina M. Hill, P.E. 303 Clearwater Drive Porte Vedra Beach, Florida 32082 FL LLC NO. 52225 M.P. & FP Blue heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL # The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 A;aw- FL COA #25911 FL PE #59813 100% CON STRU CTI ON DOCUMENTS -- - - - 00017-0805 JF AS SHOWN 06-02-06` PROJ. NU.1 DWN BY SCALE DATE F Al I ( I i i j I i I. I I �I SIGN LIGHTING GUIDELINES: 1. SELECT AIMING POINT 2/3 THE WAY UP THE VERTICAL SURFACE. 2. INSTALL 'FLOODLIGHTS AT A SETBACK EQUAL TO THE HEIGHT OF THE AIMING POINT. 3. TILT THE FLOODLIGHTS UP AN AN AHGLE OF 45° AND ORIENT THEM TOWARD THE AIMING POINT. 4. MINIMUM ILLUMINATION UNIFORMITY LEVELS: A) MAX TO MIN = 10:1 OR BETTER B) AVG TO MIN 5:1 OR BETTER GENERAL SIGN LIGHTING DETAIL SCALE :NONE C0MVUMTY PRESBYTERAR CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL Gina M. Hill, P.E. 303 Clearwater Drive Porte Vedra Beach, Florida 32082 FL LLC NO. 52225 M.P. & FP Blue heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL # The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 A;aw- FL COA #25911 FL PE #59813 100% CON STRU CTI ON DOCUMENTS -- - - - 00017-0805 JF AS SHOWN 06-02-06` PROJ. NU.1 DWN BY SCALE DATE F Al OT,F ELEV, TOP ELE` L�� T,-)F)F ELE TOP ELEV. 22'0" TOP OF ROOF FLLV. TOP OF ROOF TOP OF ROOF ,=' TOP OF CANOPi' TOP OF ROOF BOTTOM OF ROOF El EV. '-0„ ELEV. 9'-6- NGVD LIGHTING MOUNTING DETAIL SCALE : NONE i E! EV. 31'-6„ - ROOF 2 LIGHTING MOUNTING DETAIL SCALE :NONE 14'6' )F ROOF F-,: 0" )M OF ROOF CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 I ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC N0. L02000002952 STRUCTURAL Gina M. Hill, P.E. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 FL LLC N0. 52225 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 100 CONSTRUCTION DOCUMENTS 00017-0805 JF AS SHOWN 06-02-06 �ROJ. AOIDWN BY SCALEDATE - - - E7M I LIGHTING MOUNTING DETAIL _ --/SCALE : NONE 10" OF POOF V. 161-0" OF ROOF OF ROOF U. - Q' TOP, nF RC'F 3RIGK GAP "v\ i ION BLDGTT P. i COMMUMTY PRE BBYCB AH CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC j 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL Gina M, Hill, P.E. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 FL LLC NO. 52225 i j M.P. & FP Blue Heron Consulting, In F c. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC -� 1652 San Marco. Boulevard Jacksonville, Florida 32207 FL COA #25911 FL PE #59813 FIXTURE TYPE 'L3'- FIXTURE TYPE A2, A3 (TYPICAL) (TYP.) SWITCH 'b' Ia,p INBOARD/OUTBOARD SWITCHING DETAIL SCALE :NONE BOLLARD LI(3HT MOUNTING DETAIL SCALE :NONE PHOTOCELL TIME SWITCH, TC1 SEE NOTE 3 SEE NOTE 2 r--j-----� C; MANUAL OVERRIDE M J -' SWITCH w /� I �j® I X X — z w m L— 1EQPT. ®A ®1 ®2� a_ M GND w oCn Q J w m LINE _ 120 VAC 4 -POLE C -I CONTACTOR, NEUTRAL — — � SEE NOTE 4 SEQUENCE OF OPERATION PHOTOCELL: LIGHTS ON TIME SWITCH: LIGHTS OFF TO EXTERIOR & SITE LIGHTING (SEE SITE PLAN) SEE NOTES 5 & 6 TYPICAL LIGHTING CONTROL DETAIL S ALE :NONE 1` UNDISTURBED EXISTING SOIL DIRECT BURIAL CONCRETE POLE, BURIAL DEPTH SHALL BE 10'-0" LIGHTING FIXTURE TYPE "P1" WITH AN EPA OF 1.4 (SINGLE) OR 2.9 (DOUBLE) 40' TYPE III, SQUARE TAPERED CONCRETE POLE POLE LIGHTING MOUNTING DETAIL SCALE :NONE NOTES 1. REFER TO SHEET EO.03 FOR LIGHTING FIXTURE SCHEDULE. 2. PROVIDE (1) TIME SWITCH (TC1) AS MANUFACTURED BY INTERMATIC OR TORK, TO CONTROL EXTERIOR BUILDING MOUNTED AND PARKING LOT LIGHT FIXTURES. PROVIDE (1) SPST SWITCH ADJACENT TO TC1 AND INTERCONNECT IT FOR MANUAL LIGHTING OVERRIDE. SEE SCHEMATIC DIAGRAM, THIS SHEET, 3. PROVIDE (1) PHOTOCELL AS MANUFACTURED BY INTERMATIC, MODEL K4100, OR EQUAL. LOCATE AT ROOF LEVEL FACING NORTH. 4. PROVIDE (1) 30A, 4 -POLE LIGHTING CONTACTOR (LCI) AS MANUFACTURED BY ASCO, MODEL 917, OR EQUAL. 5. PROVIDE LIGHTING CONTROL EQUIPMENT IN EXISTING BOYS SCOUT BUILDING TO CONTROL PARKING LOT LIGHTS 6. PROVIDE LIGHTING CONTROL EQUIPMENT IN FELLOWSHIP HALL, MINISTRY CENTER AND ADMINISTRATION BUILDINGS FOR CONTROL OF EXTERIOR MOUNTED WALL AND CANOPY LIGHTS. SEE PLANS FOR CIRCUIT LOCATIONS. COMMUMTY �PRESBYTER�AN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 100% CONSTRUCTION DOCUMENTS 00017-0805 JF AS SHOWN 06-02-06 PROD. NO., DWN BY SCALE DATE ET 04 42" TERMINATE EACH CONDUIT #2 BARE COPPER TO (TYPICAL) WITH A BUSHING / BOLLARD GROUND LUG LEAVE 24" OF SLACK - ANCHOR BOL S, BOLLARD LUMINAIRE REQUIREMENTS j TO SUIT POL 1. COLUMN, EXTRUDED ALUMINUM (MINIMUM .148" 3/4" CHAMFER, PR VIDE BURNDY YGLR-C THICK WALL) WITH MEDIUM BRONZE ANODIZED FINISH. OR UNDING CONNECTOR FOR FINISHED GRADE- j BO DING CABLE TO GROUNDING ROD 2. COMPLETELY GASKETED WEATHERPROOF TOP LAMP j j ACCESSORY PLATE. 2>, j 3. EXTRUDED CLEAR ACRYLIC MINIMUM .188" Wk, X THICK WALL ENCLOSURE. 1 " SCH. 40 PVC CONDUIT CO W/COUPLINGS (QUANTITY` I II 4. SEGMENTED SPECULAR CLEAR ALZAK REFLECTOR. AS REQUIRED) I I ! 5. CLEAR ALZAK REFLECTING CONE. 6. HIGH POWER FACTOR BALLAST. 2 1/2"x5" RECTANGULAR J HANDHOLE WITH COVER - CONCRETE � 7. U.L. LISTED FOR WET LOCATIONS. 6#5 VERT. W/#3 2" CLR 8. 70 WATT METAL HALIDE LAMP. 2"x5" CONDUIT ENTRY HOLE TIES AT 12 O.C. 9. ANCHOR BOLT KIT PER MANUFACTURER, BUT NOT LESS FINISHED GRADE - 12" ROUND THAN TWO 1/2"0 X 9" LONG ANCHOR BOLTS WITH -5/8"x10' COPPER 1-1/2" "L" BEND SET IN 12"0 X 24" DEEP CONCRETE CLAD STEEL GROUND BASE. TOP OF BASE 2" ABOVE GRADE. ROD FIXTURE TYPE A2, A3 (TYPICAL) (TYP.) SWITCH 'b' Ia,p INBOARD/OUTBOARD SWITCHING DETAIL SCALE :NONE BOLLARD LI(3HT MOUNTING DETAIL SCALE :NONE PHOTOCELL TIME SWITCH, TC1 SEE NOTE 3 SEE NOTE 2 r--j-----� C; MANUAL OVERRIDE M J -' SWITCH w /� I �j® I X X — z w m L— 1EQPT. ®A ®1 ®2� a_ M GND w oCn Q J w m LINE _ 120 VAC 4 -POLE C -I CONTACTOR, NEUTRAL — — � SEE NOTE 4 SEQUENCE OF OPERATION PHOTOCELL: LIGHTS ON TIME SWITCH: LIGHTS OFF TO EXTERIOR & SITE LIGHTING (SEE SITE PLAN) SEE NOTES 5 & 6 TYPICAL LIGHTING CONTROL DETAIL S ALE :NONE 1` UNDISTURBED EXISTING SOIL DIRECT BURIAL CONCRETE POLE, BURIAL DEPTH SHALL BE 10'-0" LIGHTING FIXTURE TYPE "P1" WITH AN EPA OF 1.4 (SINGLE) OR 2.9 (DOUBLE) 40' TYPE III, SQUARE TAPERED CONCRETE POLE POLE LIGHTING MOUNTING DETAIL SCALE :NONE NOTES 1. REFER TO SHEET EO.03 FOR LIGHTING FIXTURE SCHEDULE. 2. PROVIDE (1) TIME SWITCH (TC1) AS MANUFACTURED BY INTERMATIC OR TORK, TO CONTROL EXTERIOR BUILDING MOUNTED AND PARKING LOT LIGHT FIXTURES. PROVIDE (1) SPST SWITCH ADJACENT TO TC1 AND INTERCONNECT IT FOR MANUAL LIGHTING OVERRIDE. SEE SCHEMATIC DIAGRAM, THIS SHEET, 3. PROVIDE (1) PHOTOCELL AS MANUFACTURED BY INTERMATIC, MODEL K4100, OR EQUAL. LOCATE AT ROOF LEVEL FACING NORTH. 4. PROVIDE (1) 30A, 4 -POLE LIGHTING CONTACTOR (LCI) AS MANUFACTURED BY ASCO, MODEL 917, OR EQUAL. 5. PROVIDE LIGHTING CONTROL EQUIPMENT IN EXISTING BOYS SCOUT BUILDING TO CONTROL PARKING LOT LIGHTS 6. PROVIDE LIGHTING CONTROL EQUIPMENT IN FELLOWSHIP HALL, MINISTRY CENTER AND ADMINISTRATION BUILDINGS FOR CONTROL OF EXTERIOR MOUNTED WALL AND CANOPY LIGHTS. SEE PLANS FOR CIRCUIT LOCATIONS. COMMUMTY �PRESBYTER�AN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 100% CONSTRUCTION DOCUMENTS 00017-0805 JF AS SHOWN 06-02-06 PROD. NO., DWN BY SCALE DATE ET 04 FELLOWSHIP HALL - ENLARGED KITCHEN N AREA PLAN - ELECTRICAL SCALE: 1/4" = V-0" KITCHEN EQUIPMENT SCHEDULE - ELECTRICAL CONNECTIONS EQUIPMENT NUMBER QUANTITY DESCRIPTION VOLTAGE PHASE WATTS AMPS CONNECTION R - RECEPTACLE J - J -BOX MOUNTING HEIGHT 9'-0" AFF CKT NO. L3D2 REMARKS 1 '' 1 INSECT CONTROL FAN 120 1 516 4.3 J - STUB -OUT WALL 4 1 1 WATER TREATMENT SYSTEM ICE MAKER, CUBER W/BUILT-IN BIN 120 120 1 1 840 1116 7 9.3 R - NEMA 5-15P R - NEMA 5-15P 16" AFF 4'-2" AFF L3D4 L3D6 EXISTING - RELOCATE EXISTING - RELOCATE 5 ` 1 FREEZER, REACH -IN 120 1 1800 15 R - NEMA 5-20P 8" AFF L3D8 9' ELECTRIC CORD SET INCLUDED 6 1 REFRIGERATOR, REACH -IN 120 1 876 7.3R -NEMA 5-15P 8" AFF L3D10 9' ELECTRIC CORD SET INCLUDED 8 ' 1 RANGE, MEDIUM DUTY GAS L3D12 9 1 CONVECTION OVEN, GAS 120 1 1560 13 R - NEMA 5-20P 16" AFF L3D16 6' ELECTRIC CORD SET INCLUDED 913 1 CONVECTION OVEN, GAS 120 1 1560 13 R - NEMA 5-20P 4'-2" AFF L3D20 6' ELECTRIC CORD SET INCLUDED 10' 1 EXHAUST HOOD (EF -3) 208 1 1020 4.9 J - STUB -OUT WALL 9'-4" AFF L3D35 112 HP 1 1 i 1 FIRE SUPPRESSION SYSTEM L3D26 EXISTING RELOCATE 3 1 MICROWAVE OVEN 120 1 1800 15 R - NEMA 5-20P 4'-2" AFF L3D28 EXISTING RELOCATE 1 4' 481 1 COFFEE MAKER COFFEE MAKER 120 120 1 ` 1 1776 1776 14.8 14.8 R - NEMA 5-20P R - NEMA 5-20P 4'-2" AFF 4'-2" AFF L3D30 L3D32 EXISTING RELOCATE EXISTING RELOCATE 16 1 WORK COUNTER 120 1 1920 16 J - STUB -UP 4" AFF L3D34 EXISTING RELOCATE 17`i 1 WORK COUNTER 120 1 1920 16 J - STUB -UP 4" AFF L3D36 20i 1 DISHWASHING MACHINE 120 1 1920 16 J - STUB -OUT WALL 4'-2" AFF L3D38 TELEPHONE BACKBOARD C MUNICATIONS RACK IDF-3 PROVIDE DEDICATED 120V CKT SANCTUARY ELEC. CLOSET i SANCTUARY BUILDING -ENLARGED ELECTRICAL ROOM PLAN SCALE: 1/4" = V-0" / III I ill I II I C.E. BUILDING - ENLARGED ELECTRICAL N ROOM PLAN SCALE: 1/4" = V-0" 'C�,/, IELEPHONE 6'ACKBOARD DEDICATED 120V CKT COMMU RA i i i i i zl i YOUTH HALL - ENLARGED ELECTRICAL ROOM PLAN SCALE: 1/4" = V-0" GENERAL NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE, FIRE SAFETY CODES, ENERGY CODES, THE AMERICANS WITH DISABILITIES ACT, AND LOCAL BUILDING CODES. 2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SITE TO ENSURE THAT ALL WORK WILL MEET OR EXCEED THE ABOVE REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE A/E'S ATTENTION. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. 4. SEE EO.10 FOR ELECTRICAL SITE DEMOLITION PLAN. 5. REFERENCE COMMUNICATIONS° RISER DIAGRAM, SHEET E6.14. 6. COORDINATE EXACT LOCATION OF TAMPER AND FLOW SWITCHES WITH APPROVED FIRE PROTECTION VENDOR SHOP DRAWINGS. �O fvEUNICATIONS ELEPHONE VERIFY ACK IDF-2 ACKBOARD LOCA TI O COMM. iS� 203 3E2 � I I L3 E41' f - T01 CU -1 _ E4,�{�-PAN I� `-- L3F VERIFY ELEC. _ TE4 LOCATIO 204 (SD) ANEL L3E - 2 L3 E4 J� — I TO CU -2 MINISTRY BUILDING - ENLARGED ELECTRICAL ROOM KLAN SCALE: 1/4" = V-0" FELLOWSHIP HALL - ENLARGED N ELECTRICAL ROOM 122 SCALE: 1/4" = V-0" ,II L31 4 -__— TELE D) 1271 L3C4( ) L,3C4 COMM. SDS r� 11 2d L3C2 I 1 L3C4(P) ANEL L3D MMUNICATIONS RACK IDF-1 1EPHONE \CKBOARD FELLOWSHIP HALL - ENLARGED N ELECTRICAL ROOM 127 SCALE: 1/4" = V-0" j TY rlr IAN CHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL Gina M. Hill, P.E. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 FL LLC NO. 52225 M.P. '& FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 1652 San Marco Boulevard Jacksonville, le, Florida 32207 FL COA #25911 I--_ FL PE #59813 100% CONSTRUCTION DOCUMENTS 00017-0805 JF AS SHOWN 06-02-06 PROD. N0. DWN BY SCALE DATE E7,1 I p q TOTAL KVA: 590.5 208Y/120 VOLT PANEL 3 PHASE, 4 WIRE DAN E L M D P 2000 AMP MAIN CIRCUIT BREAKER 50,000 AIC LOCATION: ADMIN BLDG - MAIN ELEC ROOM SURFACE MOUNTED FED FROM: UTILITY TRANSFORMER CT SERVICE ENTRANCE LOAD CALCULATION GND COND KVA SERVES CKT POLES TRIP ESTIMATED 17COND KVA FEEDER LOAD DESCRIPTION 3 CONNECTED DESCRIPTION LTS. DEMAND 135.0 EX. PANEL "MP" (C.E. BLDG) DESIGN LIGHTING 150 125352.0 @ 100 0 = 125352.0 @ 125% = 156690.0 RECEPTACLES 1 20 72.0 EX. PANEL "A" (SANCTUARY BLDG) 4 3 600 SEE < 10,000 VA REC-RM 1 1 1 10000.0 @ 100 P., = 10000.0 @ 100% = 10000.0 > 10,000 VA 40.5 117620.0 @ 50 = 58810.0 @ 100% = 58810.0 MOTORS ('HVAC) PANEL "L3E" (MINISTRY CENTER) 7 3 200 1368 (LANDSCAPE) 7 20 36.0 LARGEST MOTOR 8 153706.0 @ 125 0 = 192132.5 @ 125% = 240165.6 REMAINING MOTORS 3 59206.0 @ 1007o = 59206.0 @ 100% = 59206.0 Concurrent w/HEATING 80 SPARE @ 0 = 0.0 AHU-3 11 0.0 HEATING 1 20 12 2.2 ERV -3 12 3 30 Concurrent w/AC 110 59206.0 @ 100% = 59206.0 3 60 0.0 Non -concurrent w/AC SPARE 59206.0 @ 100% = 59206.0 @ 125% = 74007.5 GENERAL 9.3 CU -3 17 20 1 SPARE SPARE 4,440 0 < 100,000 VA REC-RM 122 6200.0 @ 100% = 6200.0 @ 100% = 6200.0 > 100,000 VA 1 0.0 @ 100% = 0.0 @ 100% = 0.0 SPARES 20 21 20 @ 100% = 0.0 @ 100% - 0.0 ELEVATOR REC-RM 101 0.0 @ 100% - 0.0 @ 125% - 0.0 SUB -TOTALS VA): 590496.0 720 REC-RM 103 570112.5 720 1 605079.1 EXISTING Load (VA): 0.0 @ 125% = 0.0 @ 100% = 0.0 Additional for FUTURE (VA): 59049.6 @ I OC% = 59049.6 @ 100% - 59049.6 TOTALS (VA): 649545.6 REC-RM 125, 101 2,180 6291 62.1 1 20 664128.7 29 20 AMPS: 1805.10 1 1748.45 360 REC-BATHROOMS 123, 124 1845.62 RECOMMENDED AIC RATING 31393 => 50,000 31 20 1 SPARE 24 VOLTAGE: 208 VOLTS. 3 PHASE 4 WIRE p q TOTAL KVA: 590.5 208Y/120 VOLT PANEL 3 PHASE, 4 WIRE DAN E L M D P 2000 AMP MAIN CIRCUIT BREAKER 50,000 AIC LOCATION: ADMIN BLDG - MAIN ELEC ROOM SURFACE MOUNTED FED FROM: UTILITY TRANSFORMER CT POLES TRIP WIRE GND COND KVA SERVES CKT POLES TRIP WIRE GND 17COND KVA SERVES 1 3 500 DESCRIPTION LTS. VA RECEP. 135.0 EX. PANEL "MP" (C.E. BLDG) 2 3 150 SEE E6.12 001,002,107,108,109,111,112,113,114,115 17.4 EX. PANEL "13A" 3 3 400 1260 1 20 72.0 EX. PANEL "A" (SANCTUARY BLDG) 4 3 600 SEE E6.1 REC-RM 1 1 1 153.8 PANEL "L3B" (FELLOWSHIP HALL) 5 3 225 5 20 1 640 LTG -RM 40.5 EXISTING LOAD 6 3 400 SEE E6.1 2 130.9 PANEL "L3E" (MINISTRY CENTER) 7 3 200 1368 (LANDSCAPE) 7 20 36.0 EX. PANEL "SLI" (SANCTUARY BLDG) 8 3 200 8 9 20 1 0.0 SPARE 9 3 80 REC-RM 118, 110, 101 FA ADE AND TREE 1080 22.7 AHU-2 10 3 80 SPARE 1E20 720 22.7 AHU-3 11 3 15 1 20 12 2.2 ERV -3 12 3 30 720 110 REC-RM 105, 101 5.0 EX TVSS (INTEGRAL) 3 3 60 15 20 1 SPARE 12.6 CU -2 14 3 35 20 720 1 9.3 CU -3 17 20 GRAND TOTAL (CONNECTED LOAD, kVA) 646 CONNECTED LOAD /BUS (IF BALANCED) 215 CONNECTED AMPS 1795 DEMAND AMPS 1436 AIC 31209 PANELBOARD: L3A LOCATION: ADMIN BLDG - MOUNTING: SURFACE MAIN ELEC. RM FULLY RATED AIC: MAX VOLTAGE: ENCL: 10,000 208 NEMA 1 FULLY RATED A1C: MAX VOLTAGE: ENCL: 22,000 208 NEMA 1 SYSTEM VOLTS: MAIN C.B.: BUS SIZE: 208Y/ 150 200 120 AMP AMP V, 3 PH, 4W V, 3 CIRCUIT NO AMP VA P LTS: RECEP. OTHER DESCRIPTION PH A VOLT AMP. PH B PH C DESCRIPTION LTS. VA RECEP. OTHER P CIRCUIT AMP NO 1 20 1 1344 LTG -RM 001,002,107,108,109,111,112,113,114,115 2604 1 20 1 224 REC-RM 001, 002, EXTERIOR 101, 201, STAIR 100, 200 1260 1 20 2 3 20 1 1 666 LTG -101 ,104,105,106,1 10,1 17,1 18,1 19,120,121 ,122 1 2746 1 REC-RM 1 1 1 2 1080 1 20 4 5 20 1 640 LTG -RM 102, 103, 123, 124, 125 5 20 SPARE 1000 REC-RM 107 TELEPHONE BACKBOARD 124,125,105,126,127,128,107,106,129 360 1 20 6 7 20 1 1 788 LTG -EXTERIOR SCONCES & DOWNLIGHTS 1368 (LANDSCAPE) 7 20 REC-BATHROOM 108 730 180 1 20 8 9 20 1 SPARE 7 20 1 1,180 1432 8 REC-RM 118, 110, 101 FA ADE AND TREE 1080 1 20 10 11 20 1 SPARE 1E20 720 8 720 RFC -RM 106 11 20 720 1 20 12 13 20 1 SPARE REC-RM 120, 100, 103 900 720 110 REC-RM 105, 101 12 900 1 20 14 15 20 1 SPARE 12 0 720 720 REC-RM 120 20 720 1 20 16 17 20 1 SPARE SPARE 4,440 0 720 REC-RM 122 SPARE 720 1 20 18 19 20 1 SPARE 1 1080 2,400 SPARE REC-RM 104, 101 900 1080 1 20 20 21 20 1 SPARE 20 16 1200 1 REC-RM 104 COPIER REC-RM 101 SPARE 1200 1 1 20 22 23 20 1 SPARE LTG -RM 113, 114, 115, 116, 117, 118 1 720 REC-RM 103 19 20 720 1 20 24 25 20 1 SPARE 680 900 SPARE REC-RM 102 1 900 1 20 26 27 20 1 SPARE 1 SPARE 900 900 REC-RM 125, 101 2,180 900 1 20 28 29 20 1 SPARE 1 1 ,152 ERV -1 360 REC-BATHROOMS 123, 124 1,080 360 1 20 30 31 20 1 SPARE 24 0 3 1 SPARE RTU -1 1 20 32 33 20 1 SPARE 3,783 3 0 26 SPARE 2,000 0 1 20 34 35 20 1 SPARE 20 32 33 20 0 SPARE 1 28 1 20 36 37 20 1 SPARE 1 0 15,864 35 20 SPARE 2 3,783 1 20 38 39 20 1 SPARE 10,412 RTU -2 0 23,358 SPARE 1 RTU -4 1 20 40 41 20 1 1 SPARE 33 1 PANEL 'L3 F' 1 0 SPARE 39 20 1 1-1 20 42 CONNECTED LOADS: LTS: 5190 12,946 28,057 IREC @ DISHWASHING MACHINE RECEP: 10980 20 40 OTHER: 1200 1 bbbZ b99b S52U VARIATION FROM BALANCE 18% 21% -39% GRAND TOTAL (CONNECTED LOAD) 17,370 CONNECTED LOAD /BUS (IF BALANCED) 5,790 CONNECTED AMPS 48 DEMAND AMPS 47 PANELBOARD: 1_3B LOCATION: F.H. ELEC. MOUNTING: SURFACE 127 FULLY RATED AIC: MAX VOLTAGE: SNCL: 10,000 208 NEMA 1 FULLY RATED A1C: MAX VOLTAGE: ENCL: 22,000 208 NEMA 1 SYSTEM VOLTS: MAIN LUGS ONLY: BUS SIZE: 208 150 200 SYSTEM VOLTS: MAIN C.B.: BUS SIZE: 208 600 600 Y/120 AMP AMP V, 3 PH, 4W VA LTS. RECEP. CIRCUIT NO AMP VA P LTS. RECEP. OTHER VOLT AMP PH B DESCRIPTION PH A VOLT AMP PH B PH C DESCRIPTION LTS. VA RECEP. OTHER P CIRCUIT AMP NO 1 20 1 224 2,610 101, 201, STAIR 100, 200 LTG -CANOPY REC-RM 203 (TELEPHONE BACKBOARD) 224 1 20 SPARE 3 20 1 1,742 1 20 2 3 20 1 REC-RM 127, 128 REC-RM 203, 204 SPARE 1 20 0 5 20 SPARE 832 LTG -RM 124,125,105,126,127,128,107,106,129 1 20 4 5 20 1 730 180 1 LTG -EXTERIOR (LANDSCAPE) 7 20 1 730 SPARE 120 SWITCH a), 121 2,766 1,893 1 20 6 7 20 1 1,180 20 8 LTG -EXTERIOR FA ADE AND TREE 1,180 LTG -RM 120 SWITCH b), SWITCH c SPARE 2,070 2,073 REC-RM 104 FLOOR OUTLETS 1E20 720 8 9 20 1 108 11 20 1 LTG -EXTERIOR SIGN 120 SWITCH d 108 10 SPARE REC-RM 120, 100, 103 REC-BATHROOM 206 720 110 20 12 11 20 1 1,500 LTG -RM SPARE 2,220 720 12 0 SPARE 720 1 20 112 15 20 1 13 20 1 120 TRACK SWITCH f SPARE 4,440 0 REC-RM 211 1 SPARE 20 - 16 17 20 114 1,500 LTG -RM 15 20 1 2,400 SPARE REC-RM 213 900 0 20 SPARE 19 20 1 1 1 20 16 17 20 1 REC-RM 122 REC-RM 101 SPARE 1 20 20 0 SPARE 704 LTG -RM 113, 114, 115, 116, 117, 118 1 20 18 19 20 1 720 1 SPARE 22 0 1 680 SPARE SPARE 1,040 1 20 20 21 20 1 24 25 20 SPARE 1 SPARE 0 900 SPARE 2,180 REC-RM 115 FIRE SUPPRESSION SYSTEM 1 20 22 23_151 27 20 1 1 ,152 ERV -1 3,000 SPARE 1,080 2,304 ERV -2 MICROWAVE OVEN 1,080 1,152 1 15 24 25 50 3 1 12,081 RTU -1 15,864 1,776 COFFEE MAKER RTU -3 1 20 3,783 3 40 26 27 2,000 0 12,081 3,080 COFFEE MAKER 15,864 1 20 32 33 20 3,783 1 1 28 29 0 1,920 12,081 WORK COUNTER (DEDICATED) SPARE 1 20 15,864 35 20 1 2 3,783 510 EXHAUST HOOD EF -3 30 31 110 3 WORK COUNTER DEDICATED 10,412 RTU -2 20 23,358 37 20 1 RTU -4 510 12,946 3 150 32 33 1 PANEL 'L3 F' 1 10,412 1 39 20 1 23,358 2 180 GAS WATER HEATER CONTROLS (GWH-1) 0 12,946 28,057 IREC @ DISHWASHING MACHINE 34 35 1 20 40 10,412 L 1 360 2,000 23,358 1 0 900 12,946 6,737 1 36 37 150 3 896 0 5,796 PANEL 13D' 896 15,056 RECEP: 9,360 PANEL 'L3C' 5,484 2,880 0 3 150 38 39 1 1 0 180 3,276 1 1 5,404 1 1 11,792 CONNECTED LOADS: 4,796 2,340 1,200 1 1 40 41 0 900 1 2,196 52,635 9,168 1 1 1 3,912 2,160_ 0 1 42 CONNECTED LOADS: LTS: 17,330 RECEP: 8,460 OTHER: 132,438 55,b8Z 51, I ZL 51,424 VARIATION FROM BALANCE 6% -3% -3% GRAND TOTAL (CONNECTED LOAD) 158,228 CONNECTED LOAD /BUS (IF BALANCED) 52,743 CONNECTED AMPS 440 DEMAND AMPS 348 PANELBOARD: 1_3C LOCATION: F.H. ELEC. 127 MOUNTING: SURFACE FULLY RATED AIC: MAX VOLTAGE: SNCL: 10,000 208 NEMA 1 10,000 208 NEMA 1 - - SYSTEM VOLTS: MAIN LUGS ONLY: BUS SIZE: 208 150 200 Y/120 AMP AMP V, 3 PH, 4W 4W CIRCUIT NO AMP P VA LTS. RECEP. OTHER DESCRIPTION PH A VOLT AMP PH B PH C DESCRIPTION LTS. VA RECEP. OTHER P CIRCUIT AMP NO 1 20 1 1,658 LTG -RM 100, 122, 123, 130 2,018 2,610 101, 201, STAIR 100, 200 REC-RM 128 TELEPHONE BACKBOARD) REC-RM 203 (TELEPHONE BACKBOARD) 360 1 20 2 3 20 1 1,742 LTG -RM 101, 102, 103, 104 1 1,200 2,642 3,150 REC-RM 127, 128 REC-RM 203, 204 900 1 20 4 5 20 1 832 LTG -RM 124,125,105,126,127,128,107,106,129 1 1,376 1,012 REC-BATHROOM 106 REC-RM 202, 201 180 1 20 6 7 20 1 1,326 LTG -RM 120 SWITCH a), 121 2,766 1,893 REC-104, 107 REC-RM 205 1,440 1 20 8 9 20 1 1,350 LTG -RM 120 SWITCH b), SWITCH c 8 2,070 2,073 REC-RM 104 FLOOR OUTLETS REC-RM 207, 201 720 1 20 10 11 20 1 900 LTG -RM 120 SWITCH d 20 10 1,620 REC-RM 120, 100, 103 REC-BATHROOM 206 720 1 20 12 13 20 1 1,500 LTG -RM 120 TRACK (SWITCH e) 2,220 720 12 REC-BATHROOMS 101, 102 REC-RM 201, 212 720 1 20 14 15 20 1 1,000 LTG -RM 120 TRACK SWITCH f 2,200 4,440 REC-RM 100 ELECTRIC WATER COOLER REC-RM 211 1 1,200 1 20 - 16 17 20 1 1,500 LTG -RM 114 TRACK SWITCH ) 2,400 REC-RM 130 REC-RM 213 900 1 20 18 19 20 1 1,000 LTG -RM 114 TRACK SWITCH h) 1,360 2,830 REC-RM 122 REC-RM 101 360 1 20 20 21 20 1 704 LTG -RM 113, 114, 115, 116, 117, 118 SPARE 1,424 2,830 REC-RM 120 REC-RM 102 720 1 20 22 23 20 1 680 LTG -EXTERIOR SPARE 1,040 REC-BATHROOMS 117, 118 SPARE 360 1 20 24 25 20 1 1 SPARE 2,000 900 500 2,180 REC-RM 115 FIRE SUPPRESSION SYSTEM 900 1 20 26 27 20 1 1 2 3,000 SPARE 1,080 1,800 REC-RM 114 FLOOR OUTLETS MICROWAVE OVEN 1,080 1 20 28 29 20 1 1 1 3,000 SPARE 0 1,776 COFFEE MAKER REC-BATHROOM 108 1 20 30 31 20 1 1 2 2,000 0 1,776 3,080 COFFEE MAKER REC-RM 109 1 20 32 33 20 1 1 1 2,000 ISPARE 0 1,920 2,000 WORK COUNTER (DEDICATED) SPARE 1 20 34 35 20 1 2 2 510 EXHAUST HOOD EF -3 1 0 2,430 WORK COUNTER DEDICATED SPARE 1 20 36 37 20 1 5,404 510 0 2,430 29,353 DISHWASHING MACHINE PANEL 'L3 F' 1 20 38 39 20 1 1 2 180 GAS WATER HEATER CONTROLS (GWH-1) 0 360 28,057 IREC @ DISHWASHING MACHINE AHU-1 1 20 40 41 20 1 1 360 2,000 REC-STORAGE ROOMS 60 0 900 IREC @ PREP COUNTERS 6,737 1 20 42 CONNECTED LOADS: CONNECTED LOADS: LTS: 14,192 LTS: 896 1 5,404 RECEP: 9,360 4,920 41 1 OTHER: 1,200 18,020 9,264 VARIATION FROM BALANCE 12% GRAND TOTAL (CONNECTED LOAD) 24,752 CONNECTED LOAD /BUS (IF BALANCED) 8,251 CONNECTED AMPS 69 DEMAND AMPS 68 9,416 6,072 14%' -26% PANELBOARD: L3D LOCATION: F.H. ELEC. 127 MOUNTING: SURFACE FULLY RATED AIC: MAX VOLTAGE: ENCL: 10,000 208 NEMA 1 10,000 208 NEMA 1 - - SYSTEM VOLTS: MAIN C.B.: BUS SIZE: 208 150 200 Y/120 AMP AMP V, 3 PH, 4W 4W CIRCUIT NO AMP P VA LTS. RECEP. OTHER DESCRIPTION PHA VOLT AMP PH B PH C DESCRIPTION LTS. VA RECEP. OTHER P CIRCUIT AMP NO 1 20 1 896 2,250 LTG -RM 109, 110, 1 1 1 , 112 1,412 2,610 101, 201, STAIR 100, 200 INSECT CONTROL FAN REC-RM 203 (TELEPHONE BACKBOARD) 516 1 20 2 3 20 1 20 2,250 SPARE 1 1,200 840 3,150 WATER TREATMENT SYSTEM REC-RM 203, 204 840 1 20 4 5 20 1 2 633 SPARE 1 1,376 1,116 ICE MAKER REC-RM 202, 201 1,116 1 20 6 7 20 1 1 633 SPARE 1,800 1,893 FREEZER (REACH -IN) REC-RM 205 800 1,800 1 20 8 9 20 1 2 633 SPARE 8 876 2,073 REFRIGERATOR (REACH -IN) REC-RM 207, 201 876 1 20 10 11 20 1 1 633 SPARE 20 10 780 RANGE REC-BATHROOM 206 SPARE 1 780 1 20 12 13 20 1 1 SPARE 0 720 12 SHUNT -TRIP COIL REC-RM 201, 212 720 1 14 15 20 1 2 3,000 SPARE 1,560 4,440 CONVECTION OVEN REC-RM 211 1 1,560 1 20 16 17 20 1 3,000 SPARE 0 SHUNT -TRIP COIL REC-RM 213 17 20 1,440 1 18 19 20 1 2 1,750 SPARE 1,560 2,830 CONVECTION OVEN REC-RM 101 18 1,560 1 20 20 21 20 1 0 1,750 SPARE SPARE 0 2,830 SHUNT -TRIP COIL REC-RM 102 20 1,080 1 22 23 20 1 2 2,000 SPARE SPARE 0 SPARE REC-RM 102 COUNTER 1 1 20 24 25 20 1 SPARE 2,000 SPARE 500 2,180 SPARE FIRE SUPPRESSION SYSTEM REC-BATHROOM 104 500 1 1 20 26 27 20 1 2 3,000 SPARE 0 1,800 4,080 MICROWAVE OVEN REC-RM 105 1,800 1 20 28 29 20 1 1 3,000 SPARE 1,776 COFFEE MAKER REC-BATHROOM 108 1,776 1 20 30 31 20 1 2 2,000 SPARE 1,776 3,080 COFFEE MAKER REC-RM 109 SPARE 1,776 1 20 32 33 20 1 1 1 2,000 ISPARE 1,920 2,000 WORK COUNTER (DEDICATED) SPARE 1,920 1 20 34 35 15 2 2 510 EXHAUST HOOD EF -3 1 2,430 WORK COUNTER DEDICATED SPARE 1,920 1 20 36 37 5,404 510 L 2,430 29,353 DISHWASHING MACHINE PANEL 'L3 F' 3,936 1,920 1 20 38 39 20 1 2 180 GAS WATER HEATER CONTROLS (GWH-1) 36 360 28,057 IREC @ DISHWASHING MACHINE AHU-1 180 1 20 40 41 20 1 360 2,000 REC-STORAGE ROOMS 60 38 900 IREC @ PREP COUNTERS 6,737 540 1 20 42 CONNECTED LOADS: CONNECTED LOADS: LTS: 896 1 5,404 1 1 RECEP: 4,920 41 1 OTHER: 18,020 9,478 VARIATION FROM BALANCE 19% GRAND TOTAL (CONNECTED LOAD) 23,836 CONNECTED LOAD /BUS (IF BALANCED) 7,945 CONNECTED AMPS 66 DEMAND AMPS 49 7,356 7,002 -7% -12% PANELBOARD: 1_3E LOCATION: M.C. ELEC. 204 MOUNTING: SURFACE FULLY RATED AIC: MAX VOLTAGE: ENCL: 10,000 208 NEMA 1 - - - SYSTEM VOLTS: MAIN LUGS ONLY: BUS SIZE: 208 400 400 Y/120 AMP AMP V, 3 PH, 4W 4W CIRCUIT NO AMP VA P LTS. RECEP. OTHER OTHER DESCRIPTION PH A VOLT AMP PH B PH C DESCRIPTION LTS. VA RECEP. OTHER P CIRCUIT AMP NO 1 30 2 2,250 ELECTRIC WATER HEATER (EWH-1) 2,610 101, 201, STAIR 100, 200 3,136 REC-RM 203 (TELEPHONE BACKBOARD) 360 1 20 2 3 1 20 2,250 3 20 1 1,200 3,150 REC-RM 203, 204 900 1 20 4 5 15 2 633 AC-1/CU-1 1 1,376 LTG -RM 1,533 REC-RM 202, 201 900 1 20 6 7 1 1 633 1 7 20 1,893 LTG -RM REC-RM 205 800 1,260 1 20 8 9 15 2 633 AC-2/CU-4 8 9 20 2,073 REC-RM 207, 201 1,440 1 20 10 11 1 1 633 1 20 10 11 20 813 REC-BATHROOM 206 SPARE 180 1 20 12 13 20 1 SPARE 1 720 12 13 20 REC-RM 201, 212 720 1 20 14 15 40 2 3,000 DH -1 1 4,440 14 REC-RM 211 1 1,440 1 20 16 0 3,000 1 4,440 REC-RM 213 17 20 1,440 1 20 18 30 2 1,750 DH -2 2,830 1 REC-RM 101 18 1,080 1 20 20 1 0 1,750 SPARE 2,830 REC-RM 102 20 1,080 1 20 22 30 2 2,000 DH -3 SPARE 2,360 REC-RM 102 COUNTER 1 360 1 20 24 SPARE 2,000 2,180 SPARE REC-BATHROOM 104 180 1 20 26 40 [35 2 3,000 DH -4 0 4,080 SPARE REC-RM 105 1,080 1r20 20 28 27 20 1 3,000 SPARE 0 3,180 REC-BATHROOM 108 180 130 1 20 30 2 2,000 DH -5 3,080 REC-RM 109 SPARE 1,080 132 1 I 30 2,000 1 SPARE 2,000 5,404 SPARE HPU-1A 134 5,404 30 2 2,000 DH -6 1 SPARE 2,000 SPARE 5,404 136 5,404 2,000 34 35 20 29,353 SPARE PANEL 'L3 F' 3,936 0 23,417 3 225 38 30 2 2,000 DH -7 36 37 80 28,057 6,737 AHU-1 2,640 0 23,417 40 41 2,000 1 60 38 39 1 26,793 6,737 1,376 0 23,417 141 42 CONNECTED LOADS: LTS: 7,952 1 5,404 1 1 1 1 RECEP: 13,680 41 1 OTHER: 108,783 42,666 46,630 41 ,1 19 VARIATION FROM BALANCE -2% 7% -5% GRAND TOTAL (CONNECTED LOAD) 130,415 CONNECTED LOAD /BUS (IF BALANCED) 43,472 CONNECTED AMPS 362 DEMAND AMPS 282 PANELBOARD: L3F LOCATION: M.C. ELEC. 204 MOUNTING: SURFACE FULLY RATED AIC: MAX VOLTAGE: ENCL: 22,000 208 NEMA 1 - - - SYSTEM VOLTS: MAIN C.B.: BUS SIZE: 208 225 225 Y/120 AMP AMP V, 3 PH, 4W CIRCUIT NO AMP VA P LTS. RECEP. OTHER DESCRIPTION PH A VOLT AMP. PH B PH C DESCRIPTION LTS. VA RECEP.' OTHER P CIRCUIT AMP NO 1 20 1 1,568 LTG -RM 101, 201, STAIR 100, 200 3,136 LTG -RM 202,203,204,205,206,207,208,210 1,568 1 20 2 3 20 1 1,200 LTG -EXTERIOR WALL SCONCES 2,640 LTG -RM 211, 212, 213, 214, 215 1,440 1 20 4 5 20 1 1,376 LTG -RM 102, 104, 105, 108 1,376 SPARE 1 20 6 7 20 1 800 LTG -RM 109 800 SPARE 1 20 8 9 20 1 SPARE 0 SPARE 1 20 10 11 20 1 SPARE 0 SPARE 1 20 12 13 20 1 SPARE 0 SPARE 1 20 14 15 20 1 SPARE 0 SPARE 1 20 16 17 20 1 SPARE 0 SPARE 1 20 18 19 20 1 SPARE 0 SPARE 1 20 20 21 20 1 SPARE 0 SPARE 1 20 22 23 20 1 SPARE 0 SPARE 1 20 24 25 20 1 EIESPARE SPARE 0 SPARE 1 20 26 27 20 1 SPARE 0 SPARE 1 20 28 29 20 1 0 SPARE 1 20 30 31 20 1 SPARE 5,404 HPU-1A 5,404 3 60 32 33 20 1 SPARE 5,404 5,404 34 35 20 1 SPARE 5,404 5,404 36 37 80 3 6,737 AHU-1 12,141 HPU-1 B 5,404 3 60 38 39 1 6,737 1 141 11 1 5,404 1 1 1 1 1 40 41 1 6,737 12,1.1-1 11 1 1 1 5,404 1 1 142 CONNECTED LOADS: LTS: 7,952 RECEP: 0 OTHER: 52,635 21,481 20,185 18,921 VARIATION FROM BALANCE 6% 0% -6% GRAND TOTAL (CONNECTED LOAD) 60,587 CONNECTED LOAD /BUS (IF BALANCED) 20,196 CONNECTED AMPS 168 DEMAND AMPS 132 COMMUMTYFCHURCH CLIENT Community Presbyterian Church 150 Sherry Drive Atlantic Beach, Florida 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 STRUCTURAL Gina M. Hill, P.E. 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 FL LLC NO. 52225 M.P. & FP Blue Heron Consulting, Inc. 362 Osceola Avenue Jacksonville Beach, FL 32250 PE 36120 ELECTRICAL The Ohmega Group, LLC 'S 1652 San Marco Boulevard {.? Jacksonville, Florida 32207 FC COA #25911 FL PE #59813 100% CONSTRUCTION DOCUMENTS - -. 00017-0805 JF AS SHOWN 06-02-06 PROJ. NO.] DWN BY SCALE DATE E8. 01 t