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400 Gordon St (A) 18-1210MIN. R-6, 1 1/2" FIBERGLASS OR FLEX IN ATTIC OR UNCOND SUPPORTS PEF2,,, FBCM 603.10 \ ` FLEXIBLE DU SUPPLY DUCT REDUCING FITTING z -SUPPLY DUCT N FITTING WITH E DAMPER AH - OA 63 cfm with 4" duct ran to exterior wall to vent with bird screen and automatic - damper of 10 ft from any exhaust outlet. I /\ `DAIR IFFUS RE (T4"XCA "_ LAY -IN EXTERIOR LINER SEAL AND FASTEN TO DUCT TRUNK AS PER 2014 FBCM SECTION 603 TYPICAL DUCTWORK BRANCH CONNECTION DUCT HANGER WIRE 12 GAUGE WIRE SUPPORTS DUCT INSULATION- FBCM SECTION 604 DUCT SUPPORTS PER FBCM 603.10 HANGER CHANNEL 1.5" WIDE (min.) 3" MAX. EXTENSION EA. SIDE TYPICAL DUCTWORK SUPPORT DETAIL MECH. CLOSET 2 TON A/C COMPRESSOR Cd ® --A/C DISCONNECT 12" PVC COND. LANE W/PUMP 4x24 76 cfm 10' la -flex 24 x 24 10x6335 cfm 41 cfm 10"flex 5•flez .50� n 10x6 24 x 24 41 cfm 364 ch r �^ 5'flex 24 x 24 ,n•n... 323 cfm FUTURE MECH. CLOSET HVAC PLAN I I EQUIPMENT SCHEDULE AHU TONS MIN. REQ'D CAP COND.ENT.EVAP 1 51 a 5.0 X 8 + .04 X 518 63 TOT.MBH HSPF DB 'F WB 'F C.F.M. SEER MANUFACTURER MODEL NO. AHU 1&2 2.0 46. 8.2 80 67 740 @ .73 SHR NORMAL SPEED 14.0 CARRIER CH14NBO24/FB4CNP025 OUTSIDE AIR CALCULATION AHU SQ. FT. AREA CFM/PRSN + CFM/FT2 MIA. CFM 1 51 a 5.0 X 8 + .04 X 518 63 CEILING EXHAUST FAN 50 120 4 INCHES Secure condensing unit to Building wall GND. WIRE COND EXHAUST FAN SCHEDULE FAN# MFG. TYPE CFM VOLTS DUCT DIA. 2 BROAN OR EQUIVALENT CEILING EXHAUST FAN 50 120 4 INCHES GENERAL HVAC NOTES (COMPLIANCE W/2017, 6th ed. F.B.C.M.) 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, A MIN. OF 4 INCHES ON EACH SIDE IS SUFFICIENT. 2017 F.B.C.M. SEC. 603.1.3 2. ALL DUCT SYSTEMS INSTALLED IN "NON -CONDITIONED" AREAS SHALL BE CONSTRUCTED WITH APPROVED MATERIAL AND OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC "OR" APPROVED TAPES THAT EXTEND NOT LESS THAN t INCH AND LABELED IN ACCORDANCE WITH THE UL -181A, PART 1 FOR DUCT BOARD OR UL 181 B, PART 1 FOR FLEX. ALL CLOSURES 100% AND INSTALLATIONS SHALL BE INSTALLED AS PER 2017 F.M.C.M. CHPT. 6, SEC. 603 ALL THRU-WALL, FLOOR & CEILING PENETRATIONS INTO THE DUCT SECTION SHALL CONTAIN A BRANCH DUCT FABRICATED OF RIGID FIBROUS GLASS DUCT BOARD OR RIGID METAL AND IS SEALED TO BOTH DUCT SECTION AND GRILLE SIDE WALL SURFACE. THE BRANCH DUCT SHALL BE FABRICATED AND ATTACHED IN ACCORDANCE WITH M603.3 OR M603.4.2 RESPECTIVE TO THE DUCT TAPE USED. 3. ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES. 4. ALL REGISTERS, GRILLES & DIFFUSERS MUST BE TESTED IN ACCORDANCE WITH ASTM E 84, AND VOLUME DAMPERS OR OTHER MEANS OF SUPPLY AIR ADJUSTMENT SHALL BE PROVIDED IN DUCTS OR AT EACH INDIVIDUAL REGISTER, GRILLE OR DIFFUSER. 5. AIR HANDLERS (OVER 2000 CFM) SHALL HAVE A SMOKE DETECTOR INSTALLED IN THE SUPPLY. F.B.C.M. 2017 CHAPTER 6, SEC. 606.2.1. WHEN TWO AIR HANDLERS SHARE A COMMON SUPPLY OR RETURN "AIR DUCT' OR "PLEMUN" AND THE TOTAL CFM'S ARE GREATER THAN 2000, A SMOKE DETECTOR SHALL BE INSTALLED IN THE SUPPLY AND RETURN AS PER F.B.C.M. 2017 SEC. 606.2.3 AND BE IN ACCORDANCE W/NFPA 72 SMOKE DETECTOR TEST STATIONS SHALL HAVE A TROUBLE INDICATOR LIGHT, INUNDATING ANY AIR DUCT TROUBLE PER NFPA 90A 2014, CHPT 6. NOTE: A "PLEMUN" CAN NOT BE USED AS AN OCCUPANCY SPACE OR STORAGE AREAS. AS PER NFPA-90A, SEC. 4.3.10.1.1 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO F.B.C.M. 2014 CHAPTER 6. 7. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. ALL OUTDOOR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN VENTILATION NOT OPERATING. F.B.C.M. 2017, SEC. 403.5 8. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF METAL AND COMPLY WITH F.B.C.M. 2017 CHAPTER 5, SEC. 501.4 9. ALL EXHAUSTED BATHROOMS, CLOSETS & STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD FOR MAKE UP AIR TO BE RETURNED EQUAL TO THE AMOUNT OF CFM'S EXHAUSTED. F.B.C.M. 2017 CHAPTER 6, SEC. 601.4 10. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL. CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREA AS TO CAUSE A NUISANCE. MUST TERMINATE A MIN. OF 18" FROM EXT. WALL CONDENSATE DRAIN LINE SHALL NOT BE LESS THAN 3/4 INCH DIAMETER AND SHALL NOT DECREASE IN SIZE. 2017 F.B.C.M. CHPT. 3, SEC.307 PER AUTHORITY OVER JURISDICTION CONDENSATE DRAIN MAY DRAIN TO A STORM SYSTEM, UTILITY SINK, OR SEWER BY APPROVED MEANS. ALL HORIZONTAL PRIMARY DRAIN LINE WITHIN UNCONDITIONAL AREA SHALL BE INSPECTED PER FBCM 2014 CHPT. 3, SEC.307 AUXILIARY DRAIN PAN OR SECONDARY DRAIN LINE MAY BE REQUIRED WHERE DAMAGE TO ANY BUILDING MAY RESULT FROM OVERFLOW OR STOPPAGE. AUXILLARY DRAIN PAN MUST HAVE A MIN. DEPTH OF 1.5' AND BE A MIN. 3" LARGER THAN UNIT OR COIL AND HAVE SEPARATE DRAIN LINE. AN AUX. PAN W/O SEPARATE DRAIN LINES SHALL BE EQUIPPED WITH WATER LEVEL DETECTION DEVICE FOR SHUT OFF PRIOR TO OVERFLOW. ALTERNATIVE T) SEPARATE DRAIN LINE: A WATER LEVEL DETECTION DEVICE THAT WILL SHUT EQUIPMENT PRIOR TO OVERFLOW OF PAN WATER LEVEL DETECTION DEVICE SHALL CONNECT TO DRAIN PAN AT A HIGHER LEVEL THAN THE PRIMARY DRAIN CONNECTION. CONDENSATE DRAIN LINE CAN BE STRAPPED WITH 2" NYLON STRAP AND SUPPORTED EVERY IU VERTICAL AND 3' HORIZONTAL 11. REFRIGERANT PIPING FOR REFRIGERANT LINES SHALL BE INSULATED TO A THERMAL RESISTIVELY OF AT LEAST R=4HR. SUCTION LINE MUST BE INSULATED IN ACCORDANCE WITH ASTM E96. AS PER THE F.B.C.R. 2017 CHAPTER 3, SEC. 307 12. ALL AIR DISTRIBUTION COMPONETS WILL BE INSTALLED IN ACCORDANCE TO 2017 F.B.C.M. 13. IF HVAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS SUBSTITUTED, IT'S CAPABILITIES OF BTU HEAT REMOVAL MUST BE EQUAL TO THE EQUIPMENT SPECIFIED BY THE HVAC DESIGNER. THE HVAC DESIGNER WILL NOT BE RESPONSIBLE FOR ANY SYSTEM NOT INSTALLED ACCORDING TO PLANS. AIR BALANCE SCHEDULE AHU IOUTSIDE AIR INTAKE CFM +63 IEMANS TYBRANCH SUPPLY AIR CFM +740 OF ELECTRICAL COMPONENTS RETURN AIR CFM 677 watertight EXHAUST CFM -100 Install as per 2017 FBCM TOTAL BUILDING PRESSURE "0" CFM CEILING EXHAUST FAN DETAIL ROOF CURB AT ROOF CAP ROOF CEILING/ROOF FLASHING MIN. 4" EXH. DUCT RAMING EXHAUST FAN 4" EXHAUST DUCT je�,' CEILING CEWNG GRILLE DUCT PLACEMENT DETAIL NOTE: V -y ALL SUPPLY DUCTS MUST HAVE A MIN. OF V DISTANCE BETWEEN EACH COLLAR WHEN APPLICABLE. EXCEPTION: WHEN BRANCHES ARE STRAIGHT AND PERPENDICULAR FROM EACH OTHER. it (2) METER ELECTRIC PLAN W/ REFLECTIVE CEILING PLAN PANEL "A" SCHEDULE (OFFICE & WAREHOUSE) SURFACE MOUNT 208/12OV, 3 PH/4W/200 AMP Provide 4" pvc sleeve at 1. ELECTRICAL CONTRACTOR AND GENERAL CONTRACTOR SHALL ENSURE THERE IS AMPLE POWER IEMANS TYBRANCH pennetration and seal ends OF ELECTRICAL COMPONENTS BLANK watertight 10 0 A. CPEINTOEGRATED Install as per 2017 FBCM Refrigerant lines metal-\ straps secured to CIR.# BKR Secure condensing unit to Building wall GND. WIRE COND concrete pad with 1" wide LOAD LOAD DESCRIPTION galvanized sheetmetal Protective metal jacket NEUT H straps min. 22 gauge, 110 paint to match Arch. 5.0 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING screws 3/4" long with Condensing unit THE SCOPE OF THESE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, BENDS, AND OBSTRUCTIONS. 3/4"MC gasketed washers/ Ta[cpm KVA KVA 40 1/4' x 1 1/2' . WIRE 30 10 0 For units between 24" and 1 20 12 12 36", three screws shall be 1 /2"MC OFFICE RECEPTICALS 1.5 1.5 used per side. :> 12 12 12 4" concrete pad 2 3 20 Neoprene vibration isolators - optional 12 Condensing Unit Mounting Detail OFFICE au. CEILING EXHAUST FAN DETAIL ROOF CURB AT ROOF CAP ROOF CEILING/ROOF FLASHING MIN. 4" EXH. DUCT RAMING EXHAUST FAN 4" EXHAUST DUCT je�,' CEILING CEWNG GRILLE DUCT PLACEMENT DETAIL NOTE: V -y ALL SUPPLY DUCTS MUST HAVE A MIN. OF V DISTANCE BETWEEN EACH COLLAR WHEN APPLICABLE. EXCEPTION: WHEN BRANCHES ARE STRAIGHT AND PERPENDICULAR FROM EACH OTHER. it (2) METER ELECTRIC PLAN W/ REFLECTIVE CEILING PLAN PANEL "A" SCHEDULE (OFFICE & WAREHOUSE) SURFACE MOUNT 208/12OV, 3 PH/4W/200 AMP SCHEDULE 1. ELECTRICAL CONTRACTOR AND GENERAL CONTRACTOR SHALL ENSURE THERE IS AMPLE POWER IEMANS TYBRANCH AND CORRECT PHASING FROM EXISTING TRANSFORMERS PRIOR TO DOING ANY ELECTRICAL WORK OF ELECTRICAL COMPONENTS BLANK CIRCUIT 10 0 A. CPEINTOEGRATED BRANCH CIRCUIT TO COMPLY WITH ALL APPLICABLE CODES & REGULATIONS CIR.# BKR H NEUT GND. WIRE COND DESCRIPTION LOAD LOAD DESCRIPTION COND GND. NEUT H BKR CIR.# 5.0 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING WHERE EVER POSSIBLE, BUT SUBJECT APPROVAL BY DESIGNER AND OR OWNER. IT IS NOT WITHIN AHU THE SCOPE OF THESE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, BENDS, AND OBSTRUCTIONS. 3/4"MC 10 KVA KVA 40 36 WIRE 30 10 0 10 1 20 12 12 12 1 /2"MC OFFICE RECEPTICALS 1.5 1.5 WAREHOUSE LIGHTS 1 /2"MC 12 12 12 20 2 3 20 12 12 12 1/2"MC OFFICE 1.5 1.5 WAREHOUSE 1/2"MC 12 12 12 20 4 10017. 7.5 KVA W TOTAL EQUIPMENT SERVED 25.5 KVA 1 RECEPTICALS 28.13 KVA LIGHTS 28.13 KVA(1000)/1.73 x 208v = 78.14 AMPS TOTAL CONNECTED LOAD 5 20 12 12 12 1 /2"MC OFFICE LIGHTS 1.5 1,5 WAREHOUSE 1 /2"MC 12 12 12 20 6 RECEP11CALS 7 20 12 12 12 1 /2"MC OFFICE LIGHTS 1.5 1.5 WAREHOUSE 1 /2"MC 12 12 12 20 8 RECEPTICALS 9 20 12 12 12 1 /2"MC WALL PACKS 1,5 1.5 IRRIGATION 1 /2"MC 12 12 12 20 10 11 20 12 12 12 1 /2"MC WATER COOLER1.5 1.5 OUTSIDE GFI & COND PUMP RECEPTICALS 1 /2"MC 12 12 12 20 12 33 SCHEDULE 1. ELECTRICAL CONTRACTOR AND GENERAL CONTRACTOR SHALL ENSURE THERE IS AMPLE POWER 8. FIELD COORDINATE EXACT ELECTRICAL CONNECTION POINTS TO EQUIPMENT PRIOR TO ROUGH IN AND CORRECT PHASING FROM EXISTING TRANSFORMERS PRIOR TO DOING ANY ELECTRICAL WORK OF ELECTRICAL COMPONENTS BLANK 9. THE CONTRACTOR SHALL PROVIDE ALL CHANNEL AND ANGLE SUPPORTING SYSTEMS, HANGERS, COMPLETE OPERATIONS OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND ANCHORS, SLEEVES, BRACKETS, FABRICATED ITEMS, AND HARDWARE AS REQUIRED TO PROVIDE TO COMPLY WITH ALL APPLICABLE CODES & REGULATIONS BLANK 3. LABOR FOR THE INSULATION OF MATERIALS AND EQUIPMENT FURNISHED UNDER THE ELECTRIC 10. IT IS THE INTENT OF THESE DRAWINGS TO CALL FOR FINISHED WORK, TESTED & READY FOR OPERATION CONTRACTOR'S SCOPE OF WORK SHALL BE PERFORMED BY EXPERIENCED MECHANIS OF THE W/ LIGHT SHEILD PROPER TRADE AND ALL WORKMANSHIP SHALL BE FIRST CLASS AND SHALL BE INCOMPLIANCE 11. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND INDICATE THE GENERAL 34 35 30 10 0 10 3/4"MC ACU 2.5 5.0 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING WHERE EVER POSSIBLE, BUT SUBJECT APPROVAL BY DESIGNER AND OR OWNER. IT IS NOT WITHIN AHU THE SCOPE OF THESE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, BENDS, AND OBSTRUCTIONS. 3/4"MC 10 0 10 40 36 37 30 10 0 10 M"MC 3/4"MC 10 0 10 40 38 EQUIPMENT SERVED W CONN. LOAD N .yc DF DEMAND LIGHTING .� o,CU 10.5 KVA TOTAL 125% 13.13 KVA a. RECEPTACLES - OTHER J 7.5 KVA DEMAND 100% 7.5 KVA AIR CONDITIONING ACU & AHU = 7.5 KVA AMPS 10017. 7.5 KVA W TOTAL EQUIPMENT SERVED 25.5 KVA 1 200 28.13 KVA TOTAL DEMAND LOAD 28.13 KVA(1000)/1.73 x 208v = 78.14 AMPS TOTAL CONNECTED LOAD GENERAL ELECTRIC NOTES SCHEDULE 1. ELECTRICAL CONTRACTOR AND GENERAL CONTRACTOR SHALL ENSURE THERE IS AMPLE POWER 8. FIELD COORDINATE EXACT ELECTRICAL CONNECTION POINTS TO EQUIPMENT PRIOR TO ROUGH IN AND CORRECT PHASING FROM EXISTING TRANSFORMERS PRIOR TO DOING ANY ELECTRICAL WORK OF ELECTRICAL COMPONENTS 2. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND 9. THE CONTRACTOR SHALL PROVIDE ALL CHANNEL AND ANGLE SUPPORTING SYSTEMS, HANGERS, COMPLETE OPERATIONS OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND ANCHORS, SLEEVES, BRACKETS, FABRICATED ITEMS, AND HARDWARE AS REQUIRED TO PROVIDE TO COMPLY WITH ALL APPLICABLE CODES & REGULATIONS SECURE SUPPORT, PER N.E.C. FOR ALL ELECTRICAL COMPONENTS 3. LABOR FOR THE INSULATION OF MATERIALS AND EQUIPMENT FURNISHED UNDER THE ELECTRIC 10. IT IS THE INTENT OF THESE DRAWINGS TO CALL FOR FINISHED WORK, TESTED & READY FOR OPERATION CONTRACTOR'S SCOPE OF WORK SHALL BE PERFORMED BY EXPERIENCED MECHANIS OF THE W/ LIGHT SHEILD PROPER TRADE AND ALL WORKMANSHIP SHALL BE FIRST CLASS AND SHALL BE INCOMPLIANCE 11. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND INDICATE THE GENERAL WITH THE SPECIFIC CONTRACT DRAWINGS LOCATION OF OUTLETS, EQUIPMENT, AND THE CIRCUIT ARRANGEMENT OF THE REQUIRED Cl) WIRING. ALTHOUGH THE DRAWINGS DO NOT NECESSARILY INDICATE THE ACTUAL ROUTES OF 4. ALL DESCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER/ CONDUITS, WHERE INDICATED, THEY SHALL BE FOLLOWED AS CLOSELY AS PROPER COORDINATION ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION WITH THE WORK OF OTHER TRADES AND SPACES PERMIT. WHERE CONDUIT RUNS ARE NOT SHOWN Z ON THE DRAWINGS, COORDINATE CONDUIT RUNS WITH OTHER TRADES. SIMPLIFY INSTALLATION 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING WHERE EVER POSSIBLE, BUT SUBJECT APPROVAL BY DESIGNER AND OR OWNER. IT IS NOT WITHIN CODES AND STANDARDS: 2014 FLORIDA BUILDING CODE, 5TH ED., NATIONAL FIRE ASSOCIATION, THE SCOPE OF THESE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, BENDS, AND OBSTRUCTIONS. NATIONAL ELECTRIC CODE, 2011, NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION. THE DRAWINGS ARE NOT INTENDED TO BE SCALED REFER TO WRITTEN DIMENSIONS. NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION, AMERICAN NATIONAL STANDARDS 12, WHERE DISCREPANCIES OCCUR, THE DEIGNER/ENGINEER SHALL BE NOTIFIED PRIOR TO DOING INSTITUTE, UNDERWRITERS LABORATORIES, AND ALL LOCAL CODES AND ORDINANCES. THE WORK. 6. THE CONTRACT SHALL OBTAIN AND FURNISH ALL PERMITS, AND ARRANGE FOR ALL REQUIRED 13. SEAL ALL PENETRATIONS OF FIRE RATED WALLS WITH U.L. APPROVED FIRESTOPPING MATERIAL TO INSPECTIONS PROVIDE AN EQUAL RATING. 7. THE CONTRACT DRAWINGS INDICATE THE GENERAL ARRANGEMENTS OF CIRCUITS AND OUTLETS, 14. PROVIDE ALL LABOR, MATERILSE UIPMENT AND TOOLS TO PREFORM ALL WORK NECESSARY FOR SWITHCH LOCATIONS, PANEL BOARDS, CONDUITS AND OTHER WORK. FIELD VERIFY ALL DIMENSIONS THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS PRIOR TO STARTING WORK. 15. PANEL SCHEDULES AND RISERS ARE GENERIC. ELECTRICIAN TO ENSURE PANELS AND RISERS MEET I- CURRENT CODES AND COMPLY WITH 2014 NEC. ELECTRICAL SCHEDULE DESCRIPTION ITEM REMARKS FLOURESCENT LIGHT D o ILL T- r11 - (4)FLUORESCENT 40w EA. LED CAN LIGHT U 75 WATT WALL PACK WOOD W/ LIGHT SHEILD EMERGENCY LIGHTS E BATTERY BACK UP EMERGENCY LIGHTS Cl) BATTERY BACK UP EXHAUST FAN a (0 TO EXT. BLDG. 50 CFM DUPLEX OUTLET Z 120 VOLTS GFI OUTLETS QG 120 VOLTS WALL SWITCH (2 -WAY) 3 3 POLE WALL SWITCH (1 -WAY) SINGLE POLE 4' LONG 6 BULB LED Z WAREHOUSE ONLY CAT 5 OUTLET N OWNER TO LOCATE SINGLE OUTLET ® 220 VOLTS 18x18 WIRE WAY TROUGH N3R lei O O I' 1 -4-L FROM TO BAY FUTURE TRANSFORMER 0 2.5' CONDUIT W/(4) 250 ALUM. W/#4 Cu GROUND © METER BASE, 200 AMP, 3 PH Q 200 A 3 PH. FUSIBLE DISCONNECT 2.5' CONDUIT W/(4) 250 ALUM. W/#4 Cu GROUND O (2) 3.5' CONDUITS W/(4) 250 MCM ALUM. PER CONDUIT W/ THHN 75C INSULATION 0 2/0 cu TO NEUTRAL AND GROUND. BLOCK IN WIRE WAY © (2) 5/8" x 10' GROUND RODS 6' APART O #2 Cu GROUND WIRE TO METAL BLDG. MAIN FRAME STEEL _� VTR �2„ VTR I 'T- x\ I ILrLq SG�G�G G 9L F 1 L_%W1i1L,i11N%.0 I%IVL-R PLUMBING FIXTURE CALCS BUSINESS (1) PERSON PER 100 S.F. 1220/100 = 12 PEOPLE STORAGE (S-2) WAREHOUSE 5,410 S.F./500 = 11 PEOPLE OCCUPANCY LOAD = 23 PEOPLE PER TABLE 2902.1 (MIN) OCCUPANY B (1) HC WATER CLOSET, LAVATORY & DRINKING FOUNTAIN FOR FIRST 25 PEOPLE. WAREHOUSE -UTILITY SINK co H U Z to W co g W �E W O 0 U Q W Z W co W W N M D o ILL T- r11 - ```��t�ritt►�i����fl, L�jrtf, GNSTILLO �• �Ci'.•GEN S ��' 's, • v N M. F :w_ �'•. �P�� APR 0 9 2018 ''.90 ' 1 o R � • �'O .: fill I ERMOCRATES E. CASTILLO, P.E. DATE FL. REG. # 52590 Z W W W N M ILL Q Q U d Qv WOOD E 61 Cl) m00 a (0 U U W Z 0) OO .� E 2 O N OLJL ```��t�ritt►�i����fl, L�jrtf, GNSTILLO �• �Ci'.•GEN S ��' 's, • v N M. F :w_ �'•. �P�� APR 0 9 2018 ''.90 ' 1 o R � • �'O .: fill I ERMOCRATES E. CASTILLO, P.E. DATE FL. REG. # 52590 DATE: 01/07/18 SCALE: 1/8" = 1' DRAWN: JHR APPROVED: RC SHEET NAME: MECH SHEET: 5 OF 5 "ta 0 O O fn U DATE: 01/07/18 SCALE: 1/8" = 1' DRAWN: JHR APPROVED: RC SHEET NAME: MECH SHEET: 5 OF 5 E U N E cY) J CO I'- a (0 U U" 0) .� E N Z r-> N Z W o cy, o I- Q � co W F- W N5, N N .yc Z WZC7 Z .� o,CU � a. J af N = M -~-IW Q I-- a LL W DATE: 01/07/18 SCALE: 1/8" = 1' DRAWN: JHR APPROVED: RC SHEET NAME: MECH SHEET: 5 OF 5 MIN. R-6, 1 1/2" FIBERGLASS OR FLEX IN ATTIC OR UNCOND. SUPPORTS PERS FBCM 603.10 \ FLEXIBLE DU PPLY DUCT REDUCING FlTTING z --SUPPLY DUCT I -SPIN -IN FITTING WITH VOLUME DAMPER AH - OA 63 cfm with 4" 2 TON duct ran to exterior wall to vent A/C COMPRESSOR with bird screen and automatic damper. Minimum of 10 ft from any exhaust outlet. oG8 ab - A/C DISCONNECT �\ `DIFFUSERGUIDE (TYYPICA�LAY-IN EXTERIOR LINER SEAL AND FASTEN TO DUCT TRUNK AS PER 2014 FBCM SECTION 603 TYPICAL DUCTWORK BRANCH CONNECTION DUCT HANGER WIRE 12 GAUGE WIRE SUPPORTS DUCT INSULATION- FBCM SECTION 604 DUCT WOR Z -SUPPORTS PER FBCM 603.10 HANGER CHANNEL 1.5" WIDE (min.) 3" MAX. EXTENSION EA. SIDE TYPICAL DUCTWORK SUPPORT DETAIL 1 /2" PVC COND. LINE W/PUMP FUTURE MECH. CLOSET HVAC PLAN EQUIPMENT SCHEDULE AHU 24 x 24 MIN. REO'D CAP COND.ENT.EVAP 1 518 316 cfm 63 TOT.MBH HSPF DB 'F 10" 10.flexE7124 x 24 SEER MANUFACTURER MODEL NO. 10A 2 0 335 ch 8.2 41 cfm 67 740 @ .73 SHR NORMAL SPEED 14.0 CARRIER 10'flex 5.0 >" 5'flex AHU WIRE 3/4"MC t `m' n KVA Z W 36 For units between 24" and - 101 24 x 24 10 W 41 dM 364 ch 12 12 used per side. OFFICE 1.5 1.5 d" mx 4" concrete pad -_ U 12 Neoprene vibration isolators - optional 24 x 24 IF Unit Mounting Detail 12 323 cfm 12 FUTURE MECH. CLOSET HVAC PLAN EQUIPMENT SCHEDULE AHU TONS MIN. REO'D CAP COND.ENT.EVAP 1 518 5.0 X 8 + .04 X 518 63 TOT.MBH HSPF DB 'F WB 'F C.F.M. SEER MANUFACTURER MODEL NO. AHU 1&2 2 0 46. 8.2 80 67 740 @ .73 SHR NORMAL SPEED 14.0 CARRIER CH14NB024 FB4CNP025 OUTSIDE AIR CALCULATION AHU SQ. FT. AREA CFM/PRSN + CFM/FT2 MIN. CFM 1 518 5.0 X 8 + .04 X 518 63 CEILING EXHAUST FAN 50 120 4 INCHES Secure condensing unit to straps secured to Building wall GND. COND EXHAUST FAN SCHEDULE FAN# MFG. TYPE CFM VOLTS DUCT DIA. 2 ORALENT EQUIV EQUIVALENT E CEILING EXHAUST FAN 50 120 4 INCHES GENERAL HVAC NOTES (COMPLIANCE W/2017, 6th ed. F.B.C.M.) 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, A MIN. OF 4 INCHES ON EACH SIDE IS SUFFICIENT. 2017 F.B.C.M. SEC. 603.1.3 2. ALL DUCT SYSTEMS INSTALLED IN "NON -CONDITIONED" AREAS SHALL BE CONSTRUCTED WITH APPROVED MATERIAL AND OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC "OR" APPROVED TAPES THAT EXTEND NOT LESS THAN 1 INCH AND LABELED IN ACCORDANCE WITH THE ULA 81 A, PART 1 FOR DUCT BOARD OR UL 181 B, PART 1 FOR FLEX. ALL CLOSURES 10070 AND INSTALLATIONS SHALL BE INSTALLED AS PER 2017 F.M.C.M. CHPT. 6, SEC. 603 ALL THRU-WALL, FLOOR & CEILING PENETRATIONS INTO THE DUCT SECTION SHALL CONTAIN A BRANCH DUCT FABRICATED OF RIGID FIBROUS GLASS DUCT BOARD OR RIGID METAL AND IS SEALED TO BOTH DUCT SECTION AND GRILLE SIDE WALL SURFACE. THE BRANCH DUCT SHALL BE FABRICATED AND ATTACHED IN ACCORDANCE WITH M603.3 OR M603.4.2 RESPECTIVE TO THE DUCT TAPE USED. 3. ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES. 4. ALL REGISTERS, GRILLES & DIFFUSERS MUST BE TESTED IN ACCORDANCE WITH ASTM E 84, AND VOLUME DAMPERS OR OTHER MEANS OF SUPPLY AIR ADJUSTMENT SHALL BE PROVIDED IN DUCTS OR AT EACH INDIVIDUAL REGISTER, GRILLE OR DIFFUSER. 5. AIR HANDLERS (OVER 2000 CFM) SHALL HAVE A SMOKE DETECTOR INSTALLED IN THE SUPPLY. F.B.C.M. 2017 CHAPTER 6, SEC. 606.2.1. WHEN TWO AIR HANDLERS SHARE A COMMON SUPPLY OR RETURN "AIR DUCT' OR "PLEMUN" AND THE TOTAL CFM'S ARE GREATER THAN 2000, A SMOKE DETECTOR SHALL BE INSTALLED IN THE SUPPLY AND RETURN AS PER F.B.C.M. 2017 SEC. 606.2.3 AND BE IN ACCORDANCE W/NFPA 72 SMOKE DETECTOR TEST STATIONS SHALL HAVE A TROUBLE INDICATOR LIGHT, INUNDATING ANY AIR DUCT TROUBLE PER NFPA 90A 2014, CHPT 6. NOTE: A "PLEMUN" CAN NOT BE USED AS AN OCCUPANCY SPACE OR STORAGE AREAS. AS PER NFPA-90A, SEC. 4.3.10.1.1 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO F.B.C.M. 2014 CHAPTER 6. 7. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. ALL OUTDOOR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN VENTILATION NOT OPERATING. F.B.C.M. 2017, SEC. 403.5 8. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF METAL AND COMPLY WITH F.B.C.M. 2017 CHAPTER 5, SEC. 501.4 9. ALL EXHAUSTED BATHROOMS, CLOSETS & STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD FOR MAKE UP AIR TO BE RETURNED EQUAL TO THE AMOUNT OF CFM'S EXHAUSTED. F.B.C.M. 2017 CHAPTER 6, SEC. 601.4 10. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL. CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREA AS TO CAUSE A NUISANCE. MUST TERMINATE A MIN. OF 18" FROM EXT. WALL CONDENSATE DRAIN LINE SHALL NOT BE LESS THAN 3/4 INCH DIAMETER AND SHALL NOT DECREASE IN SIZE. 2017 F.B.C.M. CHPT. 3, SEC.307 PER AUTHORITY OVER JURISDICTION CONDENSATE DRAIN MAY DRAIN TO A STORM SYSTEM, UTILITY SINK, OR SEWER BY APPROVED MEANS. ALL HORIZONTAL PRIMARY DRAIN LINE WITHIN UNCONDITIONAL AREA SHALL BE INSPECTED PER FBCM 2014 CHPT. 3, SEC.307 AUXILIARY DRAIN PAN OR SECONDARY DRAIN LINE MAY BE REQUIRED WHERE DAMAGE TO ANY BUILDING MAY RESULT FROM OVERFLOW OR STOPPAGE. AUXILLARY DRAIN PAN MUST HAVE A MIN. DEPTH OF 1.5" AND BE A MIN. 3" LARGER THAN UNIT OR COIL AND HAVE SEPARATE DRAIN LINE. AN AUX. PAN W/O SEPARATE DRAIN LINES SHALL BE EQUIPPED WITH WATER LEVEL DETECTION DEVICE FOR SHUT OFF PRIOR TO OVERFLOW. ALTERNATIVE TO SEPARATE DRAIN LINE: A WATER LEVEL DETECTION DEVICE THAT WILL SHUT EQUIPMENT PRIOR TO OVERFLOW OF PAN WATER LEVEL DETECTION DEVICE SHALL CONNECT TO DRAIN PAN AT A HIGHER LEVEL THAN THE PRIMARY DRAIN CONNECTION. CONDENSATE DRAIN LINE CAN BE STRAPPED WITH 2" NYLON STRAP AND SUPPORTED EVERY 10' VERTICAL AND 3' HORIZONTAL 11. REFRIGERANT PIPING FOR REFRIGERANT LINES SHALL BE INSULATED TO A THERMAL RESISTIVELY OF AT LEAST R=4HR. SUCTION LINE MUST BE INSULATED IN ACCORDANCE WITH ASTM E96. AS PER THE F.B.C.R. 2017 CHAPTER 3, SEC. 307 12. ALL AIR DISTRIBUTION COMPONETS WILL BE INSTALLED IN ACCORDANCE TO 2017 F.B.C.M. 13. IF HVAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS SUBSTITUTED, IT'S CAPABILITIES OF BTU HEAT REMOVAL MUST BE EQUAL TO THE EQUIPMENT SPECIFIED BY THE HVAC DESIGNER. THE HVAC DESIGNER WILL NOT BE RESPONSIBLE FOR ANY SYSTEM NOT INSTALLED ACCORDING TO PLANS. AIR BALANCE SCHEDULE AHU OUTSIDE AIR INTAKE CFM +63 SIEMANS TYBRANCH SUPPLY AIR CFM +740 OF ELECTRICAL COMPONENTS RETURN AIR CFM 677 watertight EXHAUST CFM -100 Install as per 2017 FBCM TOTAL BUILDING PRESSURE "0" CFM CEILING EXHAUST FAN DETAIL ROOF CURB T ROOF CAP ROOF m CEILING/ROOF FLASHING -MIN. 4" EXH. DUCT AMING EXHAUST FAN 4" EXHAUST DUCT Pesti ---CEILING CEILINGGRILLE DUCT PLACEMENT DETAIL INLINE SUPPLY BRANCH 2+ SUPPLY BRANCHES HJR FLOW PERPENDICULAR SUPPLY TRUNK NOTE: ALL SUPPLY DUCTS MUST HAVE A MIN. OF 2' DISTANCE BETWEEN EACH COLLAR WHEN APPLICABLE. EXCEPTION: WHEN BRANCHES ARE STRAIGHT AND PERPENDICULAR FROM EACH OTHER. (2) METER ELECTRIC PLAN 1 W/ REFLECTIVE CEILING PLAN PANEL "A" SCHEDULE (OFFICE & WAREHOUSE) SURFACE MOUNT 208/12OV, 3 PH/4W/200 AMP Provide 4" pvc sleeve at T. ELECTRICAL CONTRACTOR AND GENERAL CONTRACTOR SHALL ENSURE THERE IS AMPLE POWER SIEMANS TYBRANCH penetration and sed ends OF ELECTRICAL COMPONENTS BLANK watertight 10,000 A. CPEINTOEGRATED Install as per 2017 FBCM Refrigerant lines meta CIR.# BKR Secure condensing unit to straps secured to Building wall GND. COND concrete pad with 1" wide galvanized sheetmetal Protective metal jacket LOAD DESCRIPTION straps min. 22 gauge, #10 paint to match Arch. NEUT H screws 3/4" long with Condensing unit 5.0 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING gasketed washers/ Ta[cpm AHU WIRE 3/4"MC 1/4" x 1 1/2" . KVA KVA 40 36 For units between 24" and - 10 0 10 36", three screws shall be 20 12 12 12 used per side. OFFICE 1.5 1.5 W L REHTS SE 4" concrete pad -_ 12 12 Neoprene vibration isolators - optional 2 Condensing Unit Mounting Detail 12 LU CEILING EXHAUST FAN DETAIL ROOF CURB T ROOF CAP ROOF m CEILING/ROOF FLASHING -MIN. 4" EXH. DUCT AMING EXHAUST FAN 4" EXHAUST DUCT Pesti ---CEILING CEILINGGRILLE DUCT PLACEMENT DETAIL INLINE SUPPLY BRANCH 2+ SUPPLY BRANCHES HJR FLOW PERPENDICULAR SUPPLY TRUNK NOTE: ALL SUPPLY DUCTS MUST HAVE A MIN. OF 2' DISTANCE BETWEEN EACH COLLAR WHEN APPLICABLE. EXCEPTION: WHEN BRANCHES ARE STRAIGHT AND PERPENDICULAR FROM EACH OTHER. (2) METER ELECTRIC PLAN 1 W/ REFLECTIVE CEILING PLAN PANEL "A" SCHEDULE (OFFICE & WAREHOUSE) SURFACE MOUNT 208/12OV, 3 PH/4W/200 AMP SCHEDULE T. ELECTRICAL CONTRACTOR AND GENERAL CONTRACTOR SHALL ENSURE THERE IS AMPLE POWER SIEMANS TYBRANCH AND CORRECT PHASING FROM EXISTING TRANSFORMERS PRIOR TO DOING ANY ELECTRICAL WORK OF ELECTRICAL COMPONENTS BLANK CIRCUIT 10,000 A. CPEINTOEGRATED BRANCH CIRCUIT TO COMPLY WITH ALL APPLICABLE CODES & REGULATIONS CIR.# BKR H NEUT GND. COND DESCRIPTION LOAD LOAD DESCRIPTION COND GND. NEUT H BKR CIR.# 5.0 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING WHERE EVER POSSIBLE, BUT SUBJECT APPROVAL BY DESIGNER AND OR OWNER. IT IS NOT WITHIN AHU WIRE 3/4"MC 10 KVA KVA 40 36 WIRE 30 10 0 10 1 20 12 12 12 1 /2"MCRECEPTI OFFICE 1.5 1.5 W L REHTS SE 1 /2"MC 12 12 12 20 2 3 20 12 12 12 1/2"MC OFFICE 1.5 1.5 WAREHOUSE I/2"MC 12 12 12 20 4 1007 7.5 KVA TOTAL EQUIPMENT SERVED 25.5 KVA RECEPTICALS 28.13 KVA LIGHTS 28.13 KVA(1000)/1.73 x 208v = 78.14 AMPS TOTAL CONNECTED LOAD 5 20 12 12 12 1 /2"MC OFFICE LIGHTS 1,5 1.5 WAREHOUSE 1 /2"MC 12 12 12 20 6 RECEPTICALS 7 20 12 12 12 1 /2"MC OFFICE LIGHTS 1.5 1.5 WAREHOUSE 1 /2"MC 12 12 12 20 8 RECEPTICALS 9 20 12 12 12 1 /2"MC WALL PACKS 1.5 1.5 IRRIGATION 1 /2"MC 12 12 12 20 10 11 1 20 i 12 i 12 1 12 1 /2"MC WATER COOLER 1.5 IPUMP 1,5 OUTSIDE GFI & COND RECEPTICALS 1 /2"MC 12 12 12 20 12 33 SCHEDULE T. ELECTRICAL CONTRACTOR AND GENERAL CONTRACTOR SHALL ENSURE THERE IS AMPLE POWER 8. FIELD COORDINATE EXACT ELECTRICAL CONNECTION POINTS TO EQUIPMENT PRIOR TO ROUGH IN AND CORRECT PHASING FROM EXISTING TRANSFORMERS PRIOR TO DOING ANY ELECTRICAL WORK OF ELECTRICAL COMPONENTS BLANK 9. THE CONTRACTOR SHALL PROVIDE ALL CHANNEL AND ANGLE SUPPORTING SYSTEMS, HANGERS, COMPLETE OPERATIONS OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND ANCHORS, SLEEVES, BRACKETS, FABRICATED ITEMS, AND HARDWARE AS REQUIRED TO PROVIDE TO COMPLY WITH ALL APPLICABLE CODES & REGULATIONS BLANK 3. LABOR FOR THE INSULATION OF MATERIALS AND EQUIPMENT FURNISHED UNDER THE ELECTRIC 10. IT IS THE INTENT OF THESE DRAWINGS TO CALL FOR FINISHED WORK, TESTED & READY FOR OPERATION CONTRACTOR'S SCOPE OF WORK SHALL BE PERFORMED BY EXPERIENCED MECHANIS OF THE W/ LIGHT SHEILD PROPER TRADE AND ALL WORKMANSHIP SHALL BE FIRST CLASS AND SHALL BE INCOMPLIANCE 11. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND INDICATE THE GENERAL 34 35 30 10 0 10 /4"MC ACU 2.5 5.0 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING WHERE EVER POSSIBLE, BUT SUBJECT APPROVAL BY DESIGNER AND OR OWNER. IT IS NOT WITHIN AHU THE SCOPE OF THESE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, BENDS, AND OBSTRUCTIONS. 3/4"MC 10 0 10 40 36 37 30 10 0 10 /4"MC 3/4"MC 10 0 10 40 38 EQUIPMENT SERVED s CONN. LOAD FRAME STEEL DF DEMAND LIGHTING 10.5 KVA TOTAL 125-7 13.13 KVA RECEPTACLES - OTHER 7.5 KVA DEMAND 100 7.5 KVA AIR CONDITIONING ACU & AHU 7.5 KVA AMPS 1007 7.5 KVA TOTAL EQUIPMENT SERVED 25.5 KVA 200 28.13 KVA TOTAL DEMAND LOAD 28.13 KVA(1000)/1.73 x 208v = 78.14 AMPS TOTAL CONNECTED LOAD GENERAL ELECTRIC NOTES SCHEDULE T. ELECTRICAL CONTRACTOR AND GENERAL CONTRACTOR SHALL ENSURE THERE IS AMPLE POWER 8. FIELD COORDINATE EXACT ELECTRICAL CONNECTION POINTS TO EQUIPMENT PRIOR TO ROUGH IN AND CORRECT PHASING FROM EXISTING TRANSFORMERS PRIOR TO DOING ANY ELECTRICAL WORK OF ELECTRICAL COMPONENTS 2. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND 9. THE CONTRACTOR SHALL PROVIDE ALL CHANNEL AND ANGLE SUPPORTING SYSTEMS, HANGERS, COMPLETE OPERATIONS OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND ANCHORS, SLEEVES, BRACKETS, FABRICATED ITEMS, AND HARDWARE AS REQUIRED TO PROVIDE TO COMPLY WITH ALL APPLICABLE CODES & REGULATIONS SECURE SUPPORT, PER N.E.C. FOR ALL ELECTRICAL COMPONENTS 3. LABOR FOR THE INSULATION OF MATERIALS AND EQUIPMENT FURNISHED UNDER THE ELECTRIC 10. IT IS THE INTENT OF THESE DRAWINGS TO CALL FOR FINISHED WORK, TESTED & READY FOR OPERATION CONTRACTOR'S SCOPE OF WORK SHALL BE PERFORMED BY EXPERIENCED MECHANIS OF THE W/ LIGHT SHEILD PROPER TRADE AND ALL WORKMANSHIP SHALL BE FIRST CLASS AND SHALL BE INCOMPLIANCE 11. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND INDICATE THE GENERAL WITH THE SPECIFIC CONTRACT DRAWINGS LOCATION OF OUTLETS, EQUIPMENT, AND THE CIRCUIT ARRANGEMENT OF THE REQUIRED . WIRING. ALTHOUGH THE DRAWINGS DO NOT NECESSARILY INDICATE THE ACTUAL ROUTES OF 4. ALL DESCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER/ CONDUITS, WHERE INDICATED, THEY SHALL BE FOLLOWED AS CLOSELY AS PROPER COORDINATION ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION WITH THE WORK OF OTHER TRADES AND SPACES PERMIT. WHERE CONDUIT RUNS ARE NOT SHOWN 200 A 3 PH. FUSIBLE DISCONNECT ON THE DRAWINGS, COORDINATE CONDUIT RUNS WITH OTHER TRADES. SIMPLIFY INSTALLATION 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING WHERE EVER POSSIBLE, BUT SUBJECT APPROVAL BY DESIGNER AND OR OWNER. IT IS NOT WITHIN CODES AND STANDARDS: 2014 FLORIDA BUILDING CODE, 5TH ED., NATIONAL FIRE ASSOCIATION, THE SCOPE OF THESE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, BENDS, AND OBSTRUCTIONS. NATIONAL ELECTRIC CODE 2011 NATIONAL O E, ATIO AL ELECTRICAL MANUFACTURES ASSOCIATION. THE DRAWINGS ARE NOT INTENDED TO BE SCALED REFER TO WRITTEN DIMENSIONS. NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION, AMERICAN NATIONAL STANDARDS 12, WHERE DISCREPANCIES OCCUR, THE DEIGNER/ENGINEER SHALL BE NOTIFIED PRIOR TO DOING INSTITUTE, UNDERWRITERS LABORATORIES, AND ALL LOCAL CODES AND ORDINANCES. THE WORK. 6. THE CONTRACT SHALL OBTAIN AND FURNISH ALL PERMITS, AND ARRANGE FOR ALL REQUIRED 13. SEAL ALL PENETRATIONS OF FIRE RATED WALLS WITH U.L. APPROVED FIRESTOPPING MATERIAL TO INSPECTIONS PROVIDE AN EQUAL RATING. 7. THE CONTRACT DRAWINGS INDICATE THE GENERAL ARRANGEMENTS OF CIRCUITS AND OUTLETS, 14. PROVIDE ALL LABOR, MATERIALS,EQUIPMENT, AND TOOLS TO PREFORM ALL WORK NECESSARY FOR SWITHCH LOCATIONS, PANEL BOARDS, CONDUITS AND OTHER WORK. FIELD VERIFY ALL DIMENSIONS THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS PRIOR TO STARTING WORK. 15. PANEL SCHEDULES AND RISERS ARE GENERIC. ELECTRICIAN TO ENSURE PANELS AND RISERS MEET CURRENT CODES AND COMPLY WITH 2014 NEC. ELECTRICAL SCHEDULE DESCRIPTION ITEM REMARKS FLOURESCENT LIGHT F o r (4)FLUORESCENT 40w EA. LED CAN LIGHT © © E 75 WATT WALL PACK FROM W/ LIGHT SHEILD EMERGENCY LIGHTS' TO BAY FUTURE TRANSFORMER BATTERY BACK UP EMERGENCY LIGHTS . BATTERY BACK UP EXHAUST FAN® METER BASE, 200 AMP, 3 PH TO EXT. BLDG. 50 CFM DUPLEX OUTLET 200 A 3 PH. FUSIBLE DISCONNECT 120 VOLTS GFI OUTLETS �c 120 VOLTS WALL SWITCH (2 -WAY) 3 3 POLE WALL SWITCH (1 -WAY) CONDUIT W/ THHN 75C INSULATION SINGLE POLE W LONG 6 BULB LED 2/0 cu TO NEUTRAL AND GROUND. BLOCK WAREHOUSE ONLY CAT 5 OUTLET IN WIRE WAY OWNER TO LOCATE SINGLE OUTLET ® 220 VOLTS -TZ VTR 12" VTR X\ i I tCy C_ l ~J LrI 0 AN l" PLUMBING RISER PLUMBING FIXTURE CALCS BUSINESS (1) PERSON PER 100 S.F. 1220/100 = 12 PEOPLE STORAGE (S-2) WAREHOUSE 5,410 S.F./500 = 11 PEOPLE OCCUPANCY LOAD = 23 PEOPLE PER TABLE 2902.1 (MIN) OCCUPANY B (1) HC WATER CLOSET, LAVATORY & DRINKING FOUNTAIN FOR FIRST 25 PEOPLE. WAREHOUSE - UTILITY SINK 11111#111 PS I LLO N rz• c,2 No .cc •UJ Ul Z ~' FLRtS'.1!#"590 CASTILLO, P.E. co" 18x18 WIRE WAY TROUGH N3R H U Q O F o r oof U © © E � Q WEiOJ 0 0 Q 0 Z J m FROM CO Q LL w 0 Q 0 TO BAY FUTURE TRANSFORMER Qo O 2.5' CONDUIT W/(4) 250 ALUM. W/#4 Cu GROUND G © METER BASE, 200 AMP, 3 PH � © 200 A 3 PH. FUSIBLE DISCONNECT N OD 2.5' CONDUIT W/(4) 250 ALUM. W/#4 Cu GROUND 0 (2) 3.5" CONDUITS W/(4) 250 MCM ALUM. PER O N CONDUIT W/ THHN 75C INSULATION O 2/0 cu TO NEUTRAL AND GROUND. BLOCK o Q IN WIRE WAY 000 © (2) 5/8" x 10' GROUND RODS C APART U) f- 0 -5- •� #2 Cu GROUND WIRE TO METAL BLDG. MAIN s FRAME STEEL NIa-J Q CnQ�U_w ELECTRIC RISER -TZ VTR 12" VTR X\ i I tCy C_ l ~J LrI 0 AN l" PLUMBING RISER PLUMBING FIXTURE CALCS BUSINESS (1) PERSON PER 100 S.F. 1220/100 = 12 PEOPLE STORAGE (S-2) WAREHOUSE 5,410 S.F./500 = 11 PEOPLE OCCUPANCY LOAD = 23 PEOPLE PER TABLE 2902.1 (MIN) OCCUPANY B (1) HC WATER CLOSET, LAVATORY & DRINKING FOUNTAIN FOR FIRST 25 PEOPLE. WAREHOUSE - UTILITY SINK 11111#111 PS I LLO N rz• c,2 No .cc •UJ Ul Z ~' FLRtS'.1!#"590 CASTILLO, P.E. z J IL Q U_ z Q W 2 M I d I LO 1 W co" U W o r oof U T_ � Q WEiOJ 0 0 Q 0 Z J m W (� Z A0 ,r O O O �- CO Q LL w 0 Q 0 �p Qo fn 0 U" O) � N @Z N O N Ld z J IL Q U_ z Q W 2 M I d I LO 1 W U � o r oof U T_ � Q WEiOJ 0 0 Q 0 Z J m W (� Z A0 ,r O O O �- CO Q LL w 0 Q 0 �p fn 0 U" O) H F-4 x DATE: 01/07/18 SCALE: 1/8" =1' DRAWN: JHR APPROVED: RC APR 0 9 , SHEET NAME: DATE MECH SHEET: 5 OF 5 � oof U N E M J �p U" O) E N @Z N O N Ld O Q U) N N A y U) f- 0 -5- •� � 0 O NIa-J Q CnQ�U_w H F-4 x DATE: 01/07/18 SCALE: 1/8" =1' DRAWN: JHR APPROVED: RC APR 0 9 , SHEET NAME: DATE MECH SHEET: 5 OF 5 a a PARCEL I.D. # 27-19-30-504-0000-0040 ENGINEER: RC ENGINEERING, LLC 2381 CREST RIDGE COURT SANFORD, FLORIDA 32771 TELEPHONE: (407) 474-9181 FAX: (407) 328-5397 E-MAIL: rick@rcengineering.cc CONTACT: RICK CASTILLO, P.E. PROJECT MANAGER: JHR CONSULTANTS, INC. 478 EAST ALTAMONTE DRIVE, SUITE 162 ALTAMONTE SPRINGS, FLORIDA 32701 TELEPHONE:(407) 262-9176 FAX: (407) 262-9170 E-MAIL: jackreynolds@embargmail.com CONTACT: JACK REYNOLDS SURVEYOR: DONOGHUE CONSTRUCTION LAYOUT 711 TURNBULL AVE ALTAMONTE SPRINGS, FL 32701 TELEPHONE (321) 248-7979 E-MAIL: info@dclayout.com CONTACT: RYAN DONOGHUE UTILITY COMPANIES SERVICE LOCATION WATER & SEWER CITY OF SANFORD CS P.O. BOX 1788 COVER SHEET SANFORD, FL. 32772 SOLID WASTE WASTE PRO A-1 2101 W. S.R. 434 FLOOR PLAN LONGWOOD, FL. 32779 TELEPHONE: AT&T MECH 132 COMMERCE WAY ELECTRIC, PLUMBING & HVAC PLAN SANFORD, FL. 32771 ELECTRICAL POWER: FLORIDA POWER & LIGHT P.O. BOX 2149 SANFORD, FL. 32772 GAS: FLORIDA PUBLIC UTILITIES O 450 SO. RICHARD BEALL BLVD. DEBARY, FL. 32713 CABLE: BRIGHTHOUSE NETWORKS u— 100 GORDON STREET SANFORD, FL. 291-2500 FIBER OPTIC: LEVEL 3 COMMUNICATIONS vj 1025 ELDORADO BLVD. C:1 BROOMFIELD, CO. 80021 CONTACT RICHARD BLAKE (407) 688-5101 LAURA ARDIS (407) 774-0800 MARTIN NOSIE (407) 327-0447 JOHNNY WILSON (407) 328-1922 MICHELE MEDINA (386) 668-2600 MARVIN USRY (407) 291-2500 SONNY JAROCK MAPPING COORDINATOR (877) 366-8344 OR (720) 888-3151 *„ �,,�,xn,; �...,,,., .,rwrM.5ry, dwca�run�. �..a�a+nw,+.v, x JM4„ .uoaow V� YM Mh.cx Nf' Nm+rVi:�..i 'W,KpwNM .PMaWV+Mbvew kXiw�l4. ' 4a!1WI' J:ti4 ++a,..' .JA+upgtxMro - M:•,MV•W �k.�,r� LOT 3 EXISTING BUILDING RED LION PROPERTIES, LLC 322 GORDON STREET SANFORD, FLORIDA 32771 TELEPHONE (321) 363-6981 E-MAIL: redlionbuys@gmail.com MH N I �1. I i SCAI-[ 1"-40' 0 PHASE n _ BUILDING C = I I 5,100 S.F. IlkBPHASE I B Q f;Ir 6630 S.F. Lor s EXISTING BUILDING I /�/BUILDING A/% I o I �//PHASE , •! /%ji ss• I /5,400 S.F.; so 2 S895479•W 134.]6'(P) rrTrnTI` ---------------GORDON STREET _ _ _ _ _ CU (ASPHALT PAVEMENT) 50'W PER P" ARCHITECTURAL SITE PLAN APPLICABLE CODES - 2017 6th ed. FLORIDA BUILDING CODE (BUILDING) - 2017 6th ed. FLORIDA BUILDING CODE (PLUMBING) - 2017 6th ed. FLORIDA BUILDING CODE (MECHANICAL) - 2017 6th ed. FLORIDA BUILDING CODE (ACCESSIBILITY) - 2017 6th ed. FLORIDA BUILDING CODE (ENERGY CONSERVATION) - 2017 6th ed. FLORIDA FIRE PREVENTION CODE - 2014 NATIONAL ELECTRICAL CODE ALL APPLICABLE STATE, FEDERAL AND LOCAL CODES & ORDINANCES WILL APPLY DESIGN CRITERA CONSTRUCTION TYPE: TYPE II B, UNPROTECTED, NON FIRE SPRINKLED SINGLE STORY BUILDING NON COMBUSTIBLE BUILDING HEIGHT: 16' EAVE HEIGHT, MIXED OCCUPANCY CLASS: BUSINESS (B) AND STORAGE (S-2) SINGLE TENANT BUILDING OCCUPANCY LOAD FOR ENTIRE BLDG: BUSINESS 360 SF/100 = 4 PEOPLE WAREHOUSE 500 GROSS S.F./ PERSON 5,0401500 = 10 PEOPLE OCCUPANCY LOAD = 14 PEOPLE INDEX OF DRAWINGS BUILDING PLANS CS 1 COVER SHEET S-1 2 FOUNDATION PLAN A-1 3 FLOOR PLAN A-2 4 ELEVATIONS MECH 5 ELECTRIC, PLUMBING & HVAC PLAN N W STATE ROAD 46 W 5TH STREET SI TE GORDON STREET Q uiQ J I O V W Q � ST. JOHN PARKWAY LOCATION MAP LEGAL DESCRIPTION LOT 4 GORDON SUBDIVISION, PLAT BOOK 56, PAGES 47 AND 48 OF SEMINOLE COUNTY FLORIDA. NOTES TO CONTRACTOR: • THIS IS A BUILDER'S SET OF DRAWINGS PREPARED TO A LEVEL OF COMPLETION SATISFACTORY FOR BUILDING PERMIT PURPOSES AND CODE COMPLIANCE. THESE PLANS ARE ADEQUATE FOR CONSTRUCTION BY A LICENSED KNOWLEDGEABLE AND EXPERIENCED CONTRACTOR FAMILIAR WITH THIS TYPE OF CONSTRUCTION AND THE FLORIDA BUILDING CODE, 2010 EDITION. • THE GENERAL CONTRACTOR AND HIS SUB CONTRACTORS SHALL CAREFULLY STUDY AND COMPARE CONSTRUCTION DOCUMENTS FURNISHED BY THE ENGINEER AND THE OWNER PRIOR TO START OF CONSTRUCTION. ANY ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED DURING PLAN REVIEW OR CONSTRUCTION SHALL BE REPORTED TO THE DESIGN PROFESSIONAL IMMEDIATELY. ANY FAILURE TO REPORT SUCH DISCOVERIES SHALL BE THE CONTRACTOR'S LIABILITY. QR 41D1SG p�VIS1nN ONSTRUEO TO [3E A A PERMIT ISSUE L SHALL BE C LICE IITHORO YO VIOL ,E FCANTi'GEL�AI 7ER ORI SEAS Ai^I^( t7F THE P iOVISlONS OF TH[ TCCPH 'CAL Gilf)c ,, r10R St;AI_L lSSUP.NCE OF A PERMIT PREVENT HE L�UILfj!NG OFFICIAL FROM THEFIEAFF ! , i;F':IN(3 A CORRECTION OF ERRORS I"J F'IANS, GCINS"i I iu CION U + VIC)LATI'J;vS OF THIS CODE C�f'G LSC City of Sanford oil and Greose Program Initials &Date rGVie 3lei 18- — f�C.. ����►`E►E „CAST ���i s' * ' • 0 52s �;••. F : �.= MAR 0 2018 et F-111,6% �,s 11 ERMOCRATES E. CASTILLO, P.E. DATE FL. REG. # 52590 g01u®mu l u E S .c O v u— ti Z vj °' ° C:1 a) C �_ Z N W M w¢QOfo Q) 'p Z wti d o N o p c J ¢ Cn ~ww �I—Z r-� O v � Z cn wo0-0j W Q O_ W�0LL < w 0 U)m0w Iw- LL w v z 00 0 0Z d- w Q 0 U) l u DATE: 01/07/18 SCALE: NTS DRAWN: JHR APPROVED: RC SHEET NAME: CIS SHEET: 1 OF 5 E S .c N v u— E Z vj °' ° C:1 a) C �_ Z N n Q) 'p Z wti d o N o p c J ¢ Cn ~ww �I—Z r-� O v � Z wzU0v� Q O_ < w M Q Iw- LL w DATE: 01/07/18 SCALE: NTS DRAWN: JHR APPROVED: RC SHEET NAME: CIS SHEET: 1 OF 5 s GENERAL NOTES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS A SLUMP OF 4" PLUS OR MINUS 1% AND HAVE 2-4% AIR ENTRAINMENT. AND A MAXIMUM WATER TO CEMENT RATIO OF 0.58. 2. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE OF 2,500 PSF. 3. ALL FOOTINGS SHALL BE PLACED ON WELL COMPACTED SOIL. MINIMUM 95% OF MODIFIED PROCTOR. SOIL COMPACTION SHALL BE VERIFIED BY A LICENSED GEOTECH ENGINEER. 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM -185. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8 . 6. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, AC1 301. 7. THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT. 3" FOR CONCRETE CAST AGAINST THE EARTH, AND 2" FOR ALL OTHER CASES (UNLESS NOTED OTHERWISE). 8. PROVIDE 1/8" WIDE X 1" DEEP TYPICAL SAW -CUT CONTROL JOINTS AT LOCATIONS SHOWN ON PLANS WITHIN 12 HOURS OF FINISHING SLAB. 9. DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 10. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO THE START OF FIELD CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS TO PROTECT AND MAINTAIN THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION ACTIVITIES. 11. ENGINEER TO REVIEW PRE ENGINEERED METAL BLDG. PLANS PRIOR TO BUILDING ERECTION. 12. REFER TO ERECTION PLANS FOR BOLT PATTERN LAYOUT. ANCHOR BOLTS SHALL CONFORM TO ASTM -307. #5 DOWEL W/8" HOOK 8' O/C MIN. 30" LAP (MIN.) STEEL MAIN FRAME COL. BY OTHERS 3/4"x16" ANCHOR BOLTS 5" FIBERMESH CONC. SLAB 3000 PSI ."` L- 2 -0 n -111_1 I -I I II I -I L 6 MIL. III IIL III 111 II I iii - iii - VISQUEEN 1 � I _III -1 I I 1 I I III I I MIN 3 111 111-I 11-1 I I I I 1 a 1_111-1 I I ._.-I I I I A ::_I II ___l1 ----5'-0" SQUARE 5'x5'x2' FOOOTER COMPACTED 2500 PSF. FILL W/(5) #5s EACH WAY 3" MIN. COVER rrA TYPICAL MAIN FRAME FOOTING 20'-0" --60'-0" 20'-0" ANSION JOINT 20'-0;— I- T — — --rte J I I I L ,- I I I I I ( I I I I 1 I l i I 1(2)10' LONG #5 HAIRPINS (TYP)l I I I I I I I I 30'-0" i------- {--- ----4---------I 41 PVC CONDUITS FOR FREON LINES I 5" FIBERMESH CONC. SLAB (3000 PSI) I@ I I 28 DAYS ON 6 MIL. VISQUEEN OVER TERMI E I TREATED & COMPACTED FILL (2500 P.S.F.). I I I I I I I! EXPANSION JOINT L— I I I I — _j _�-I � A- ----I ........ ---�-------.+ __ .. - ----� - -- -- I ---- l(A I I I I I I I I I I I I I I i I I I I I I I■"� ) I I I I I I I I I I � I I I■ 90'-0" 30'-0" -------4------ ...-...... _}--------+------ � I- I I I I I I I I I I I I ■ � I I I I I I I 1 EXPANSIO JOINT L^ -� I I I I I I I A I I I I I I I I I I I I I I C i SAW C T SLAB 10'x15' +- GRID I I C I I I I I I I I I I I I I I I I I i I I I I I I I I 30'-0" ------- I ---- _.. I _----- -I------4------- I I 1 1 I I I I I I I I I I I I I I I I I I I I I I L EXPANSION JOINT FOUNDATION PLAN. BLDG. A 77 #5 DOWEL W/8" HOOK 8' 0/C MIN. 30" LAP (MIN.) f STEEL ENDWALL COL. BY OTHERS 3/4"x16" ANCHOR BOLTS 5" FIBERMESH CONC. SLAB (3000 PSI) 4, e ° • a• v ° a: . InE •e• d' 12" • . •. I-- MIN 4 d 1-7-d _ -11 --- — ° 1 11__-I I_-- 4'x4'x2' FOOOTER ----4'-0"SQUARE W/(4) #5s EACH WAY COMPACTED 2500 PSF. FILL 3" MIN. COVER #5 DOWEL W/8" HOOK 8' 0/C MIN. 30" LAP (MIN.) 5" FIBERMESH CONC. SLAB (3000 PSI) • i�� ��� ���= ��,�= 6 MIL. VISQUEEN 16" 16"x20" FOOTER W/(2) #5s CONT. 3" MIN. COVER COMPACTED FILL (2500 PSF) C PERIMETER FOOTING _1� 24"x24"x12" FOOTER (3)#5 EACH WAY `-24"x24"x12" FOOTER (3)#5 EACH WAY 24"x12"x12" FOOTER (3)#5 and (1)#5 PERPENDICULAR FILL CELL W/ (1)#5 VERTICAL PREFORMED GASKET FILL CELL W (1)#5 VERTICAL 8"x$ "x 6" CMU CONTROL JOI T LINTEL STEEL GOES VERTICAL ® CONTROL JOIN CONTROL JOINT DETAIL ►►trrrrrrr� :,. * No 525,0 , � r TAT � OF WIND LOAD NOTE �1'-e,�s .o n THIS STRUCTURE HAS BEEN DESIGNED TO CEED THE 139 LOAD REQUEET OR ICREMENTS OF CHPT. 3(OFtTHEND ERMOCRATES ��r�kellLL0, P.E. FLORIDA BUILDING CODE 2017, 6TH ED. FL. REG. # 52590 MAR 0 5 2010 DATE cn z w 0 MEN 111111 I ralumme DATE: 01107/18 SCALE: 1/8" = 1' DRAWN: JHR APPROVED: RC SHEET NAME: S-1 SHEET: 2 OF 5 U U 'cu r M 0 Q ~ cu z UL E W W M CO� o QQ Z C.4rn v Z Q 0 z : 0: O c N N �LU WZw Z � O 0 O do ... w --1 0 u - ❑ • J O N z w ■o 0 00 0 z U- O 0 z 'd Q DATE: 01107/18 SCALE: 1/8" = 1' DRAWN: JHR APPROVED: RC SHEET NAME: S-1 SHEET: 2 OF 5 U 'cu M Q ~ cu U UL E Z Uj CO� o m Z C.4rn v Z Q > [L o N co O c N N WZw Z O O do ... u p = a. • J O N F- J DATE: 01107/18 SCALE: 1/8" = 1' DRAWN: JHR APPROVED: RC SHEET NAME: S-1 SHEET: 2 OF 5 mm m A TYPIC WINDOW SCHEDULE SYMBO " PAPER TO 6" MIN: 12" 42" MIN DISPENSOR :d 1Y 111N 12 YIN 1 ❑ GRAB BAR MIRRO • FIXED GLASS IL -L_ i GSEATT DOOR AND HARDWARE SCHEDULE __'I N ET DOOR TYPE oINSULATII . 3"NI F3N HUNG FROM BOTTOM SIDE I 1` STORE FRONT GLASS DOOR W/28" SIDE LITE 234'7' DED RA 8. CLOSER © 4 �1 W7MIN OAS BAR AT GM BAR ATACK WALLS1flF STEEL DOOR W/ STEEL FRAME WAL u VA7dtY CLEARANCE 17" D 8" 6" TO WALL MIN. IN WALLS -6 2`1 118"MIN. J6" AX. TOP PLATE P UMBING'WALL 12'x14' SLIDE BAR ►?1 : : cr MAR O 5 �01 gip• ATE .44/ '� iv 1 ZQ W > Q 1/2- DRYWALL BOTH SIDES ha o N co N O c A TENANT x " a T-0 I I BATHROOM .E LAVATORY 604 De .E CLEAR FLOOR AR � SPACE I E ti O SPCE X 30"x 48" 1 z W0m: 25 GA. "C" CHANNEL 1 max A-1 ------ SPOUT HEIGHT AND LOAD REQUIREMENTS OF CHPT. 3 OF THE KNEE CLEARANCE J m A TYPIC WINDOW SCHEDULE SYMBO 8", 20ga STRUCTURAL WINDOW TYPE SIZE "C" CHANNELS 16" 0/C 1/2" DRYWALL CEILING 1 ❑ 6 • FIXED GLASS 48'748' * INCLUDES ALUM. FRAME 24'7/ -26.9 DOOR AND HARDWARE SCHEDULE SYMBOL QTY.j DOOR TYPE SIZE HARDWARE HUNG FROM BOTTOM SIDE 2 STORE FRONT GLASS DOOR W/28" SIDE LITE 234'7' DED RA 8. CLOSER © 4 OF "C" CHANNELS 3x7'T LOCKSEr THUMB OR KEY C 2 STEEL DOOR W/ STEEL FRAME 3'x7' 25 GA. "C" CHANNEL D 1 R-13 IN WALLS LEVER E TOP PLATE ROLL UP OVERHEAD DOOR 12'x14' SLIDE BAR ►?1 : : cr MAR O 5 �01 gip• ATE .44/ '� PROP. 25 GA. 3-5/8" MTL. STUDS 16" 0/C ZQ W > Q 1/2- DRYWALL BOTH SIDES ha o N co N O c A TENANT f7) I I BATHROOM 8'-0" WIND LOAD NOTE SEPARATION WALL WW z ti O Y U z W0m: 25 GA. "C" CHANNEL A-1 U LOAD REQUIREMENTS OF CHPT. 3 OF THE BOTTOM PLATE ATTACH J U— ERMOCRATES E. CASTILLO, P.E. DATE w TO SLAB WITH :;Fc FLORIDA BUILDING CODE 2017, 6TH ED. FL. REG. # 52590 1" PINS, 16" 0/C Q SHEET: 3 OF 5 j J4 W I BATHROOM FRAMING PLAN IN WAREHOUSE m A TYPIC WINDOW SCHEDULE SYMBO QTY. WINDOW TYPE SIZE REMARKS PRESSURES 1 ❑ 6 • FIXED GLASS 48'748' * INCLUDES ALUM. FRAME 24'7/ -26.9 DOOR AND HARDWARE SCHEDULE SYMBOL QTY.j DOOR TYPE SIZE HARDWARE OA 2 STORE FRONT GLASS DOOR W/28" SIDE LITE 234'7' DED RA 8. CLOSER © 4 SOLI STEEL RAORE ME WOOD W/ 3x7'T LOCKSEr THUMB OR KEY C 2 STEEL DOOR W/ STEEL FRAME 3'x7' LEVER/ DEAD BOLT D 1 SOLID CORE WOOD W/ STEEL FRAME 32'76'$' LEVER E 2 ROLL UP OVERHEAD DOOR 12'x14' SLIDE BAR ROOM FINISH SCHEDULE REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS(PLF) 8" X 16" COMPOSITE LINTELS I GRAVITY LINTEL CLEAR LINTEL LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL(1)CAPACITY ID SPAN LENGTH WIRE/ BAR BOTTOM BAR #5L(1)#5U DETAIL'J' # ROOM NAME FLOOR BASE WALLS CEILING N S E W MATERIAL HGT 3 OFFICE/RECEPTION TILE VINYL GYP GYP GYP GYP ACOUSTICAL 9'4" 3 HC BATHROOMS TILE IVINYL IGYPIGYP 17'4" GYP Gypi ACOUSTICAL 9--a- ALL FINISHES TO MEET CLASS "A" FIRE RATING (FLAME SPREAD RETARDANT) ATTACH "C" CHANNEL TO 1 12 PURLINS W/#8 TEK SELF TAPPING SCR _J WIRES ATTAO'HED TO ROOF PLIRLINS TO SUPPORTI TILE. CEILING -GRIR= _'_= R-34 INSULATION AGAINbT I DUST WALL META ROOF PANELS 11/2 DRYWALL 1 i iTO ROOF DECK 1 10 INSULATION AGAINST i THIS SIDE ONLY TOL WALL PANELS 1 1 1 1 1 LINTEL CQURSE W/(1) I #5 CONT( ) _ R-131 INSULATION PROP. NON BEARING 3-5/8" 25ga. MTL STUD WALL 16" 0/C W/ 1/2- DRYWALL 9'-0" R-13 IN WALLS "C" CHANNEL BOTTOM PLATE- ATTACH 32" O/C T(TYPSLAB W/1" PINS. PROP. 3-5/8", 20 GA MTL. STUDS. 16" W/ 1/2" DRYWALL0/C, BOTH SIDES R-13 IN WALLS SECTIO E' 1 STANDING SEAM METAL ROOFS PANELS #12 WOOD GRIP SCREWS 24" 0/C II ON 1/2" CDX PLYWOOD & 30# FELT PRE ENGINEERED TRUSSES 2' 0/C 12 6� PRECAST 5'-0" 8" GIRTS I A 12 CMU TO TRUSS CMU WALL VERT. FILL CELL (TYP) r— 24"x24"x12" FOOTER �24 A 2"xl 2" FOOTER (3)#5 EACH WAY (3)#5 INTO MAIN FTR. (1)#5 PERPENDICULAR (0MYME!_E= 1 L -S ED FLOOR PLAN BLDG. A *ENGINEER OF RECORD AND/OR DESIGNER TO REVIEW METAL BUILDING ERECTION PLANS PRIOR TO BUILDING FABRICATION 0A ----8-_0------'v TRUSS LAYOUT P.E. TRUSSES 2' 0/C USE META 12 TO ATTACH TRUSS TO CMU 'x16" COLUMN 8» 6"x16" COLUMN OCCUPANT LOAD CALCS OCCUPANCY LOAD FOR 215 SPECIALTY POINT (1,560 S.F.) BUSINESS: 360 SF/ 100 = 4 PEOPLE WAREHOUSE: 500 GROSS S.F./ PERSON 5,040/500 = 10 PEOPLE OCCUPANCY LOAD = 14 PEOPLE LIFE SAFETY NOTES 1. INSTALL EMERGENCY LIGHTING TO PROVIDE A MINIMUM ONE FOOT CANDLE FLOOR ILLUMINATION. EMERGENCY LIGHTING SYSTEM SHALL BE SO ARRANGED AS TO PROVIDE THE REQUIRED ILLUMINATION AUTOMATICALLY IN THE EVENT OF ANY INTERRUPTION OF NORMAL LIGHTING SUCH AS ANY FAILURE OF PUBLIC UTILTIY OR OTHER OUTSIDE ELECTRICAL POWER SUPPLY, OPENING OF A CIRCUIT BREAKER OR FUSE OR ANY MANUAL ACT, INCLUDING ACCIDENT. A FIRE INSPECTION SHALL WITNESS AN OPERATIONAL TEST ON THE EMERGENCY LIGHTING PRIOR TO FINAL BUILDING APPROVAL 2. LOCKING DEVICES ON REQUIRED EXIT DOORS SHALL NOT REQUIRE THE USE OF A KEY FROM INSIDE THE BUILDING. 3. PROVIDE FIRE EXTINGUISHERS HAVING A MINIMUM RATING OF 2A1 OBC FOR EVERY 3,000 S.F. EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHERS SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. LIFE SAFETY SUMMARY # OF EXITS REQUIRED (OFFICE) 1 TOTAL # OF EXITS PROVIDED (OFFICE) 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS(PLF) 8" X 16" COMPOSITE LINTELS I GRAVITY LINTEL CLEAR LINTEL LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL(1)CAPACITY ID SPAN LENGTH WIRE/ BAR BOTTOM BAR #5L(1)#5U DETAIL'J' # OF EXITS REQUIRED (WAREHOUSE) TOTAL # OF EXITS PROVIDED 1 2 L-4 3'-0" 4'4" PRECAST 2 D4.5 WIRE 2 No. 3 10000 DETAIL "J" L-5 644 6'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8800 wca0rnw L-6 6'-0 7'-4" 1 PRECAST 1 (2) D4.5 WIRE 1 (2) No. 3 7211 L-16 16'-0 17'4" 1 PRECAST 1 (2) D4.5 WIRE 1 (2) No. 4 1 1698 ATTACH "C" CHANNEL TO 1 12 PURLINS W/#8 TEK SELF TAPPING SCR _J WIRES ATTAO'HED TO ROOF PLIRLINS TO SUPPORTI TILE. CEILING -GRIR= _'_= R-34 INSULATION AGAINbT I DUST WALL META ROOF PANELS 11/2 DRYWALL 1 i iTO ROOF DECK 1 10 INSULATION AGAINST i THIS SIDE ONLY TOL WALL PANELS 1 1 1 1 1 LINTEL CQURSE W/(1) I #5 CONT( ) _ R-131 INSULATION PROP. NON BEARING 3-5/8" 25ga. MTL STUD WALL 16" 0/C W/ 1/2- DRYWALL 9'-0" R-13 IN WALLS "C" CHANNEL BOTTOM PLATE- ATTACH 32" O/C T(TYPSLAB W/1" PINS. PROP. 3-5/8", 20 GA MTL. STUDS. 16" W/ 1/2" DRYWALL0/C, BOTH SIDES R-13 IN WALLS SECTIO E' 1 STANDING SEAM METAL ROOFS PANELS #12 WOOD GRIP SCREWS 24" 0/C II ON 1/2" CDX PLYWOOD & 30# FELT PRE ENGINEERED TRUSSES 2' 0/C 12 6� PRECAST 5'-0" 8" GIRTS I A 12 CMU TO TRUSS CMU WALL VERT. FILL CELL (TYP) r— 24"x24"x12" FOOTER �24 A 2"xl 2" FOOTER (3)#5 EACH WAY (3)#5 INTO MAIN FTR. (1)#5 PERPENDICULAR (0MYME!_E= 1 L -S ED FLOOR PLAN BLDG. A *ENGINEER OF RECORD AND/OR DESIGNER TO REVIEW METAL BUILDING ERECTION PLANS PRIOR TO BUILDING FABRICATION 0A ----8-_0------'v TRUSS LAYOUT P.E. TRUSSES 2' 0/C USE META 12 TO ATTACH TRUSS TO CMU 'x16" COLUMN 8» 6"x16" COLUMN OCCUPANT LOAD CALCS OCCUPANCY LOAD FOR 215 SPECIALTY POINT (1,560 S.F.) BUSINESS: 360 SF/ 100 = 4 PEOPLE WAREHOUSE: 500 GROSS S.F./ PERSON 5,040/500 = 10 PEOPLE OCCUPANCY LOAD = 14 PEOPLE LIFE SAFETY NOTES 1. INSTALL EMERGENCY LIGHTING TO PROVIDE A MINIMUM ONE FOOT CANDLE FLOOR ILLUMINATION. EMERGENCY LIGHTING SYSTEM SHALL BE SO ARRANGED AS TO PROVIDE THE REQUIRED ILLUMINATION AUTOMATICALLY IN THE EVENT OF ANY INTERRUPTION OF NORMAL LIGHTING SUCH AS ANY FAILURE OF PUBLIC UTILTIY OR OTHER OUTSIDE ELECTRICAL POWER SUPPLY, OPENING OF A CIRCUIT BREAKER OR FUSE OR ANY MANUAL ACT, INCLUDING ACCIDENT. A FIRE INSPECTION SHALL WITNESS AN OPERATIONAL TEST ON THE EMERGENCY LIGHTING PRIOR TO FINAL BUILDING APPROVAL 2. LOCKING DEVICES ON REQUIRED EXIT DOORS SHALL NOT REQUIRE THE USE OF A KEY FROM INSIDE THE BUILDING. 3. PROVIDE FIRE EXTINGUISHERS HAVING A MINIMUM RATING OF 2A1 OBC FOR EVERY 3,000 S.F. EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHERS SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. LIFE SAFETY SUMMARY # OF EXITS REQUIRED (OFFICE) 1 TOTAL # OF EXITS PROVIDED (OFFICE) 1 # OF EXITS REQUIRED (WAREHOUSE) TOTAL # OF EXITS PROVIDED 1 2 MAX. OFFICE TRAVEL DISTANCE TO EXIT ACTUAL TRAVEL DISTANCE TO EXIT FROM FURTHEST POINT 200' 20' MAX. WAREHOUSE (S-2) TRAVEL DISTANCE TO EXIT ACTUAL TRAVEL DISTANCE TO EXIT FROM FURTHEST POINT 300' 105' 61 FLOOR PLAN NOTES 1. THE OWNER AND GENERAL CONTRACTOR ARE RESPONSIBLE FOR SELECTING AND INSTALLING ALL FLOORING, WALL FINISHES, PAINT COLORS, LIGHTING FIXTURES, PLUMBING FIXTURES AND OTHER FURNISHINGS. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR LOCATING INTERIOR PARTICIANS TO LINE UP WITH WINDOW MULIONS NOT AGAISNT WINDOW PANES. THIS MAY REQUIRE WALLS TO MOVE A FEW INCHES IN ONE DIRECTION OR ANOTHER. 3. ALL PROPOSED WALL DIMENSIONS ARE FROM CENTER LINE TO CENTERLINE UNLESS NOTED OTHERWISE. 4. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH ALL APPLICABLE GOVERNING MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS. IT SHALL BE UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK. 5. IN THE EVENT THAT THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION WITHHOLDS ITS APPROVAL FOR ANY CAUSE, THE CONTRACTOR SHALL IMMEDIATELY INFORM JHR CONSULTANTS, INC. AND OR ENGINEER OF RECORD OF THE SITUATION ALONG WITH CORRECTIVE ACTION TO BE TAKEN. 6. THIS TENANT SPACE(S) ARE SPECULATIVE. WALL LEGEND INTERIOR MTL. FRAMED WALL NON BEARING 1 HOUR FIRE RATED WALL NON BEARING ® ® CMU EXTERIOR WALLS LIFE SAFETY LEGEND ® ABC FIRE EXTINGUISHER (HANGING) EXIT EXIT LIGHT W/ BATTERY BACKUP TRAVEL DISTANCE & DIRECTION I - z W ►� TF i ti W�aa co v 10 z J W o 61 u_ W QQ W M Q < LL. 3:0 'z Lu u) z 0 _j 0 wca0rnw MQ' U- O 0 0 V C)° Ow �Q DRAWN: JHR U - 0 07 DATE: 01/07/18 12S E SCALE: 1/8" = 1' 61 0 U 16 �- •ca MQ' ca Ci DRAWN: JHR L'- v- E Z u CD o �m1 ' 1s -8 )' • v -10'!- (D Z C'4 h V BEARING BEARING JACK i# UPLIFT �+ 145# UPLIFT D# REATION TRUSS PROFILE 390# REATION ►?1 : : cr MAR O 5 �01 gip• ATE .44/ '� ZQ W > Q LL ha o N co N O c A F- f7) v a� WIND LOAD NOTE I- �F- WW z ti O Y U z W0m: N 1 i11 N A-1 U LOAD REQUIREMENTS OF CHPT. 3 OF THE J U— ERMOCRATES E. CASTILLO, P.E. DATE w .. :;Fc FLORIDA BUILDING CODE 2017, 6TH ED. FL. REG. # 52590 Q SHEET: 3 OF 5 u- W DATE: 01/07/18 12S %%J11111111111.,. SCALE: 1/8" = 1' 61 16 CEIVS$1 zS:�- DRAWN: JHR a * No 5259 ' 1s -8 )' • v -10'!- _.� ; ,� * = APPROVED: RC BEARING BEARING JACK i# UPLIFT �+ 145# UPLIFT D# REATION TRUSS PROFILE 390# REATION ►?1 : : cr MAR O 5 �01 gip• ATE .44/ '� �'• SHEET NAME: WIND LOAD NOTE '- '•• i�4�`� o R ► •C-) THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 139 M.P.H.(Vult) WIND N 1 i11 N A-1 LOAD REQUIREMENTS OF CHPT. 3 OF THE ERMOCRATES E. CASTILLO, P.E. DATE FLORIDA BUILDING CODE 2017, 6TH ED. FL. REG. # 52590 SHEET: 3 OF 5 2'- 16' WEST SIDE ELEVATION 90 1 0" '�16"x16" BRICK COL. 90'-0 EAST SIDE ELEVATION .0" FRONT ELEVATION c0'-0" REAR ELEVATION •0" " OVERHANG " BRICK COL. N 52590 TAT F .•��� WIND LOAD NOT /0' THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 139 M.P.H.(Vult)) WIND LOAD REQUIREMENTS OF CHPT. 3 OF THE ERMOCRATES E. CASTILLO, P.E. FLORIDA BUILDING CODE 2017, 6TH ED. FL. REG. # 52590 MAR 0 5 2010 DATE co Z W 2 zi O U } m E W Q O 0 U O baa .E M tt u7 v°r�W/� 0 r F— I` ZQ w III W M � H QZ C� EsOO Ill W U) W J W W -J � — 5 (n m p LL (Y 0 0 � 00 0 N- Q ti@ rn O (D U) W W h N 'Coli 5 >' U F— W cl)F— Z O U Z WZOO off O .. Q J INS HE ch Q LL W ERIC 90 1 0" '�16"x16" BRICK COL. 90'-0 EAST SIDE ELEVATION .0" FRONT ELEVATION c0'-0" REAR ELEVATION •0" " OVERHANG " BRICK COL. N 52590 TAT F .•��� WIND LOAD NOT /0' THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 139 M.P.H.(Vult)) WIND LOAD REQUIREMENTS OF CHPT. 3 OF THE ERMOCRATES E. CASTILLO, P.E. FLORIDA BUILDING CODE 2017, 6TH ED. FL. REG. # 52590 MAR 0 5 2010 DATE co Z W 2 zi O U } m E W Q O 0 U O baa .E M tt u7 v°r�W/� 0 r F— I` ZQ w III W M � H QZ C� EsOO Ill W U) W J W W -J � — 5 (n m p LL (Y 0 0 � 00 0 N- Q ti@ rn O (D U) DATE: 01/07/18 SCALE: 1/8" = 1' DRAWN: IHR APPROVED: RC SHEET NAME: A-2 SHEET: 4 OF 5 E 0 U O .E N co p- cu U u E Z C6 O a) 0c z ti@ rn .Con Z W W h N 'Coli 5 >' U F— W cl)F— Z O U Z WZOO O .. Q J _) ch Q LL W DATE: 01/07/18 SCALE: 1/8" = 1' DRAWN: IHR APPROVED: RC SHEET NAME: A-2 SHEET: 4 OF 5 MIN. R-6, 1 1/2" FIBERGLAri OR FLEX IN ATTIC OR UNCOSUPPLY DUCT SUPPORTS PER,, REDUCING FITTING FBCM 603.10 - /-SUPPLY DUCT FLEXIBLE SPIN -IN FITTING WITH VOLUME DAMPER AH - OA 63 cfm with 4" 2 TON duct ran to exterior wall to vent A/C COMPRESSOR with bird screen and automatic damper. Minimum of 10 ft from any exhaust outlet. ---A/C DISCONNECT 1 �-AIR GUIDE 24"X24" LAY -IN DIFFUSER (TYPICAL) EXTERIOR LINER SEAL AND FASTEN TO DUCT TRUNK AS PER 2014 FBCM SECTION 603 TYPICAL DUCTWORK BRANCH CONNECTION DUCT HANGER WIRE 12 GAUGE WIRE SUPPORTS DUCT INSULATION -PE FBCM SECTION 604 DUCT -SUPPORTS PER FBCM 603.10 N.�,.�_HANGER CHANNEL 1.5" WIDE (min.) 3" MAX. EXTENSION EA. SIDE TYPICAL DUCTWORK SUPPORT DETAIL 1/2" PVC COND. LINE W/PUMP MECH. CLOSET FUTURE MECH. CLOSET HVAC PLAN EQUIPMENT SCHEDULE AHU TONS 24 x 24 COND.ENT.EVAP 1 518 5.0 X 8 + .04 X 518 376 cfm TOT.MBH HSPF DB `F WB 'F 10• 10'flexE7 24 x 24 SEER MANUFACTURER MODEL NO. 10x6 2.0 335 cfm 8.2 D 41 cfm 67 740 ® .73 SHR NORMAL SPEED 14.0 CARRIER CH14NBO24/FB4CNP025 10•Aez RECEPTICALS 5"flex 1.5 WAREHOUSE LIGHTS 1 /2"MC f 50 cfm r. n 12 Z Lv 2 3 10x6 24 x 24 W � 41 cfm t t 364 cfm O 5•flex 1.5 U j 24 x 24 12 12 ,,•�_ 323 c6n 4 FUTURE MECH. CLOSET HVAC PLAN EQUIPMENT SCHEDULE AHU TONS MIN. REQ'D CAP COND.ENT.EVAP 1 518 5.0 X 8 + .04 X 518 63 TOT.MBH HSPF DB `F WB 'F C.F.M. SEER MANUFACTURER MODEL NO. AHU 1&2 2.0 46. 8.2 80 67 740 ® .73 SHR NORMAL SPEED 14.0 CARRIER CH14NBO24/FB4CNP025 OUTSIDE AIR CALCULATION AHU SQ. FT. AREA CFM/PRSN + CFM/FT2 MIN. CFM 1 518 5.0 X 8 + .04 X 518 63 CEILING EXHAUST FAN 50 120 4 INCHES Condensing unit 1 i T_ EXHAUST FAN SCHEDULE FAN# MFG. TYPE I CFM VOLTS DUCT DIA. 2 BROAN OR EQUIVALENT CEILING EXHAUST FAN 50 120 4 INCHES GENERAL HVAC NOTES (COMPLIANCE W/2017, 6th ed. F.B.C.M.) 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, A MIN. OF 4 INCHES ON EACH SIDE IS SUFFICIENT. 2017 F.B.C.M. SEC. 603.1.3 2. ALL DUCT SYSTEMS INSTALLED IN "NON -CONDITIONED" AREAS SHALL BE CONSTRUCTED WITH APPROVED MATERIAL AND OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC "OR" APPROVED TAPES THAT EXTEND NOT LESS THAN 1 INCH AND LABELED IN ACCORDANCE WITH THE UL -181 A, PART 1 FOR DUCT BOARD OR UL 181 B, PART 1 FOR FLEX. ALL CLOSURES 100% AND INSTALLATIONS SHALL BE INSTALLED AS PER 2017 F.M.C.M. CHPT. 6, SEC. 603 ALL THRU-WALL, FLOOR & CEILING PENETRATIONS INTO THE DUCT SECTION SHALL CONTAIN A BRANCH DUCT FABRICATED OF RIGID FIBROUS GLASS DUCT BOARD OR RIGID METAL AND IS SEALED TO BOTH DUCT SECTION AND GRILLE SIDE WALL SURFACE. THE BRANCH DUCT SHALL BE FABRICATED AND ATTACHED IN ACCORDANCE WITH M603.3 OR M603.4.2 RESPECTIVE TO THE DUCT TAPE USED. 3. ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES. 4. ALL REGISTERS, GRILLES & DIFFUSERS MUST BE TESTED IN ACCORDANCE WITH ASTM E 84, AND VOLUME DAMPERS OR OTHER MEANS OF SUPPLY AIR ADJUSTMENT SHALL BE PROVIDED IN DUCTS OR AT EACH INDIVIDUAL REGISTER, GRILLE OR DIFFUSER. 5. AIR HANDLERS (OVER 2000 CFM) SHALL HAVE A SMOKE DETECTOR INSTALLED IN THE SUPPLY. F.B.C.M. 2017 CHAPTER 6, SEC. 606.2.1. WHEN TWO AIR HANDLERS SHARE A COMMON SUPPLY OR RETURN "AIR DUCT' OR "PLEMUN" AND THE TOTAL CFM'S ARE GREATER THAN 2000, A SMOKE DETECTOR SHALL BE INSTALLED IN THE SUPPLY AND RETURN AS PER F.B.C.M. 2017 SEC. 606.2.3 AND BE IN ACCORDANCE W/NFPA 72 SMOKE DETECTOR TEST STATIONS SHALL HAVE A TROUBLE INDICATOR LIGHT, INUNDATING ANY AIR DUCT TROUBLE PER NFPA 90A 2014, CHPT 6. NOTE: A "PLEMUN" CAN NOT BE USED AS AN OCCUPANCY SPACE OR STORAGE AREAS. AS PER NFPA-90A, SEC. 4.3.10.1.1 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO F.B.C.M. 2014 CHAPTER 6. 7. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. ALL OUTDOOR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN VENTILATION NOT OPERATING. F.B.C.M. 2017, SEC. 403.5 8. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF METAL AND COMPLY WITH F.B.C.M. 2017 CHAPTER 5, SEC. 501.4 9. ALL EXHAUSTED BATHROOMS, CLOSETS & STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD FOR MAKE UP AIR TO BE RETURNED EQUAL TO THE AMOUNT OF CFM'S EXHAUSTED. F.B.C.M. 2017 CHAPTER 6, SEC. 601.4 10. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL. CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREA AS TO CAUSE A NUISANCE. MUST TERMINATE A MIN. OF 18" FROM EXT. WALL CONDENSATE DRAIN LINE SHALL NOT BE LESS THAN 3/4 INCH DIAMETER AND SHALL NOT DECREASE IN SIZE. 2017 F.B.C.M. CHPT. 3, SEC.307 PER AUTHORITY OVER JURISDICTION CONDENSATE DRAIN MAY DRAIN TO A STORM SYSTEM, UTILITY SINK, OR SEWER BY APPROVED MEANS. ALL HORIZONTAL PRIMARY DRAIN LINE WITHIN UNCONDITIONAL AREA SHALL BE INSPECTED PER FBCM 2014 CHPT. 3, SEC.307 AUXILIARY DRAIN PAN OR SECONDARY DRAIN LINE R DRAIN PAN MUST R STOPPAGE. AUXILLA Y E LT FROM OVERFLOW O S O T SU MAY BE REQUIRED WHERE DAMAGEO ANY BUILDING MAY R HAVE A MIN. DEPTH OF 1.5" AND BE A MIN. 3" LARGER THAN UNIT OR COIL AND HAVE SEPARATE DRAIN LINE. AN AUX. PAN T W/O SEPARATE DRAIN LINES SHALL BE EQUIPPED WITH WATER LEVEL DETECTION DEVICE FOR SHUT OFF PRIOR O O OVERFLOW. ALTERNATIVE TO SEPARATE DRAIN LINE: A WATER LEVEL DETECTION DEVICE THAT WILL SHUT EQUIPMENT PRIOR TO OVERFLOW OF PAN WATER LEVEL DETECTION DEVICE SHALL CONNECT TO DRAIN PAN AT A HIGHER LEVEL THAN THE PRIMARY DRAIN CONNECTION. CONDENSATE DRAIN LINE CAN BE STRAPPED WITH 7' NYLON STRAP AND SUPPORTED EVERY 10' VERTICAL AND S HORIZONTAL 11. REFRIGERANT PIPING FOR REFRIGERANT LINES SHALL BE INSULATED TO A THERMAL RESISTIVELY OF AT LEAST R=4HR. SUCTION LINE MUST BE INSULATED IN ACCORDANCE WITH ASTM E96. AS PER THE F.B.C.R. 2017 CHAPTER 3, SEC. 307 12. ALL AIR DISTRIBUTION COMPONETS WILL BE INSTALLED IN ACCORDANCE TO 2017 F.B.C.M. 13. IF HVAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS SUBSTITUTED, IT'S CAPABILITIES OF BTU HEAT REMOVAL MUST BE EQUAL TO THE EQUIPMENT SPECIFIED BY THE HVAC DESIGNER. THE HVAC DESIGNER WILL NOT BE RESPONSIBLE FOR ANY SYSTEM NOT INSTALLED ACCORDING TO PLANS. AIR BALANCE SCHEDULE AHU OUTSIDE AIR INTAKE CFM +63 Refrigerant lines metal-\ straps secured to SUPPLY AIR CFM +740 Building wall RETURN AIR CFM 677 BKR EXHAUST CFM -100 Protective metal jacket - TOTAL BUILDING PRESSURE "0" CFM Provide 4" pvc sleeve at pennetration and seal ends Neoprene vibration isolators - optionol Condensing Unit Mounting Detail I.0 CEILING EXHAUST FAN DETAIL ROOF CURB FLAT ROOF CAP ROOF CEILING/ROOF FLASHING 5Q!7; °�MIN.AMING HAUST FAN 4" EXHAUST DUCT P��~ CEILING CEILING GRILLE DUCT PLACEMENT DETAIL INLINE SUPPLY BRANCH 2• SUPPLY BRANCHES -MR FLOW PERPENDICULAR SUPPLY TRUNK NOTE: ALL SUPPLY DUCTS MUST HAVE A MIN. OF 2 DISTANCE BETWEEN EACH COLLAR WHEN APPLICABLE. EXCEPTION: WHEN BRANCHES ARE STRAIGHT AND PERPENDICULAR FROM EACH OTHER. (2) METER BAN ELECTRIC PLAN W/ REFLECTIVE CEILING PLAN PANEL "A" SCHEDULE (OFFICE & WAREHOUSE) SURFACE MOUNT 208/12OV, 3 PH/4W/200 AMP watertight Install as per 2017 FBCM Refrigerant lines metal-\ straps secured to Secure condensing unit to Building wall concrete pad with 1" wide BKR galvanized sheetmetal Protective metal jacket - straps min. 22 gauge, #10 paint to match Arch. screws 3/4" long with Condensing unit gasketed washers/ Ta[cpm DESCRIPTION 1/4" x 1 1/2" . GND. WIRE For units between 24" and H 36", three screws shall be ICIR.# used per side. _= 4" concrete Dad _ Neoprene vibration isolators - optionol Condensing Unit Mounting Detail I.0 CEILING EXHAUST FAN DETAIL ROOF CURB FLAT ROOF CAP ROOF CEILING/ROOF FLASHING 5Q!7; °�MIN.AMING HAUST FAN 4" EXHAUST DUCT P��~ CEILING CEILING GRILLE DUCT PLACEMENT DETAIL INLINE SUPPLY BRANCH 2• SUPPLY BRANCHES -MR FLOW PERPENDICULAR SUPPLY TRUNK NOTE: ALL SUPPLY DUCTS MUST HAVE A MIN. OF 2 DISTANCE BETWEEN EACH COLLAR WHEN APPLICABLE. EXCEPTION: WHEN BRANCHES ARE STRAIGHT AND PERPENDICULAR FROM EACH OTHER. (2) METER BAN ELECTRIC PLAN W/ REFLECTIVE CEILING PLAN PANEL "A" SCHEDULE (OFFICE & WAREHOUSE) SURFACE MOUNT 208/12OV, 3 PH/4W/200 AMP SCHEDULE BRANCH CIRCUIT SIEMANS TYPE "EQ" 10,000 A.I.C. INTEGRATED BRANCH CIRCUIT OF ELECTRICAL COMPONENTS CIR.# BKR H NEUT GND. WIRE COND DESCRIPTION LOAD KVA LOAD KVA DESCRIPTION COND GND. WIRE NEUT H BKR ICIR.# 1 20 12 12 1 12 1 /2"MCOFFICE RECEPTICALS 1.5 1.5 WAREHOUSE LIGHTS 1 /2"MC 12 12 12 20 2 3 20 12 12 12 1 /2"MC OFFICE RECEPTICALS 1.5 1.5 WAREHOUSE LIGHTS 1 /2"MC 12 12 12 20 4 5 20 12 12 12 1 /2"MC OFFICE LIGHTS 1,5 1,5 WAREHOUSE RECEPTICALS 1 /2"MC 12 12 12 20 6 7 20 12 12 12 1 /2"MC OFFICE LIGHTS 1.5 1.5 WAREHOUSE RECEPTICALS 1 /2"MC 12 12 12 20 8 9 2012 12 12 1 /2"MC WALL PACKS 1.5 1.5 IRRIGATION 1 /2"MC 12 12 12 20 10 11 20 12 12 12 1 /2"MC WATER COOLER 1.5 1.5 OUTSIDE GFI & COND PUMP RECEPTICALS 1 /2"MC 12 12 12 20 12 33 SCHEDULE 1. ELECTRICAL CONTRACTOR AND GENERAL CONTRACTOR SHALL ENSURE THERE IS AMPLE POWER 8. FIELD COORDINATE EXACT ELECTRICAL CONNECTION POINTS TO EQUIPMENT PRIOR TO ROUGH IN AND CORRECT PHASING FROM EXISTING TRANSFORMERS PRIOR TO DOING ANY ELECTRICAL WORK OF ELECTRICAL COMPONENTS BLANK 9. THE CONTRACTOR SHALL PROVIDE ALL CHANNEL AND ANGLE SUPPORTING SYSTEMS, HANGERS, COMPLETE OPERATIONS OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND ANCHORS, SLEEVES, BRACKETS, FABRICATED ITEMS, AND HARDWARE AS REQUIRED TO PROVIDE TO COMPLY WITH ALL APPLICABLE CODES & REGULATIONS BLANK 3. LABOR FOR THE INSULATION OF MATERIALS AND EQUIPMENT FURNISHED UNDER THE ELECTRIC 10. IT IS THE INTENT OF THESE DRAWINGS TO CALL FOR FINISHED WORK, TESTED & READY FOR OPERATION CONTRACTOR'S SCOPE OF WORK SHALL BE PERFORMED BY EXPERIENCED MECHANIS OF THE W/ LIGHT SHETLD PROPER TRADE AND ALL WORKMANSHIP SHALL BE FIRST CLASS AND SHALL BE INCOMPLIANCE 11. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND INDICATE THE GENERAL 34 35 30 10 0 10 /4"MC ACU 2.5 5.0 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING WHERE EVER POSSIBLE, BUT SUBJECT APPROVAL BY DESIGNER AND OR OWNER. IT IS NOT WITHIN AHU THE SCOPE OF THESE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, BENDS, AND OBSTRUCTIONS. 3/4"MC 10 0 10 40 36 37 30 10 0 10 /4"MC 3/4"MC 10 0 10 40 38 EQUIPMENT SERVED vCNO LL1 CONN. LOAD N Y DF DEMAND 0 LIGHTING 0 10.5 KVA TOTAL 125-7 13.13 KVA a RECEPTACLES - OTHER .i 7.5 KVA DEMAND 100% 7.5 KVA AIR CONDITIONING ACU & AHU 2: 1 7.5 KVA AMPS 1007. 7.5 KVA Lb TOTAL EQUIPMENT SERVED 25.5 KVA 200 28.13 KVA TOTAL DEMAND LOAD 28.13 KVA(1000)/1.73 x 208v = 78.14 AMPS TOTAL CONNECTED LOAD GENERAL ELECTRIC NOTES SCHEDULE 1. ELECTRICAL CONTRACTOR AND GENERAL CONTRACTOR SHALL ENSURE THERE IS AMPLE POWER 8. FIELD COORDINATE EXACT ELECTRICAL CONNECTION POINTS TO EQUIPMENT PRIOR TO ROUGH IN AND CORRECT PHASING FROM EXISTING TRANSFORMERS PRIOR TO DOING ANY ELECTRICAL WORK OF ELECTRICAL COMPONENTS 2. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND 9. THE CONTRACTOR SHALL PROVIDE ALL CHANNEL AND ANGLE SUPPORTING SYSTEMS, HANGERS, COMPLETE OPERATIONS OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND ANCHORS, SLEEVES, BRACKETS, FABRICATED ITEMS, AND HARDWARE AS REQUIRED TO PROVIDE TO COMPLY WITH ALL APPLICABLE CODES & REGULATIONS SECURE SUPPORT, PER N.E.C. FOR ALL ELECTRICAL COMPONENTS 3. LABOR FOR THE INSULATION OF MATERIALS AND EQUIPMENT FURNISHED UNDER THE ELECTRIC 10. IT IS THE INTENT OF THESE DRAWINGS TO CALL FOR FINISHED WORK, TESTED & READY FOR OPERATION CONTRACTOR'S SCOPE OF WORK SHALL BE PERFORMED BY EXPERIENCED MECHANIS OF THE W/ LIGHT SHETLD PROPER TRADE AND ALL WORKMANSHIP SHALL BE FIRST CLASS AND SHALL BE INCOMPLIANCE 11. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND INDICATE THE GENERAL WITH THE SPECIFIC CONTRACT DRAWINGS LOCATION OF OUTLETS, EQUIPMENT, AND THE CIRCUIT ARRANGEMENT OF THE REQUIRED 4X11r WIRING. ALTHOUGH THE DRAWINGS DO NOT NECESSARILY INDICATE THE ACTUAL ROUTES OF 4. ALL DESCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER/ CONDUITS, WHERE INDICATED, THEY SHALL BE FOLLOWED AS CLOSELY AS PROPER COORDINATION ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION WITH THE WORK OF OTHER TRADES AND SPACES PERMIT. WHERE CONDUIT RUNS ARE NOT SHOWN 0120 ON THE DRAWINGS, COORDINATE CONDUIT RUNS WITH OTHER TRADES.SIMPLIFY INSTALLATION 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING WHERE EVER POSSIBLE, BUT SUBJECT APPROVAL BY DESIGNER AND OR OWNER. IT IS NOT WITHIN CODES AND STANDARDS: 2014 FLORIDA BUILDING CODE, 5TH ED., NATIONAL FIRE ASSOCIATION, THE SCOPE OF THESE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, BENDS, AND OBSTRUCTIONS. NATIONAL ELECTRIC CODE, 2011, NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION. THE DRAWINGS ARE NOT INTENDED TO BE SCALED REFER TO WRITTEN DIMENSIONS. NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION, AMERICAN NATIONAL STANDARDS 12, WHERE DISCREPANCIES OCCUR, THE DEIGNER/ENGINEER SHALL BE NOTIFIED PRIOR TO DOING INSTITUTE, UNDERWRITERS LABORATORIES, AND ALL LOCAL CODES AND ORDINANCES. THE WORK. 6. THE CONTRACT SHALL OBTAIN AND FURNISH ALL PERMITS, AND ARRANGE FOR ALL REQUIRED 13. SEAL ALL PENETRATIONS OF FIRE RATED WALLS WITH U.L. APPROVED FIRESTOPPING MATERIAL TO INSPECTIONS PROVIDE AN EQUAL RATING. 7. THE CONTRACT DRAWINGS INDICATE THE GENERAL ARRANGEMENTS OF CIRCUITS AND OUTLETS, 14. PROVIDE ALL LABOR, MATERIALS,EQUIPMENT, AND TOOLS TO PREFORM ALL WORK NECESSARY FOR M F N ON THE DRAWINGS EXECUTION O THE ELECTRICAL TRICAL WORK AS SHOW THE COMPLETE EXE T N SWITHCH LOCATIONS, PANEL BOARDS, CONDUITS AND OTHER WORK. FIELD VERIFY ALL DIMENSIONS 15. PANEL SCHEDULES AND RISERS ARE GENERIC. ELECTRICIAN TO ENSURE PANELS AND RISERS MEET PRIOR TO STARTING WORK. CURRENT CODES AND COMPLY WITH 2014 NEC. ELECTRICAL SCHEDULE DESCRIPTION ITEM REMARKS FLOURESCENT LIGHT CO E (4)FLUORESCENT 40w EA. LED CAN LIGHT TO BAY FUTURE TRANSFORMER 75 WATT WALL PACK G © W/ LIGHT SHETLD EMERGENCY LIGHTS 200 A 3 PH. FUSIBLE DISCONNECT BATTERY BACK UP EMERGENCY LIGHTS 4X11r BATTERY BACK UP EXHAUST FAN® CONDUIT W/ THHN 75C INSULATION TO EXT. BLDG. 50 CFM DUPLEX OUTLET 0120 VOLTS GFI OUTLETS RG 120 VOLTS WALL SWITCH (2 -WAY) 3 3 POLE WALL SWITCH (1 -WAY) SINGLE POLE 4' LONG 6 BULB LED ELECTRIC RISER WAREHOUSE ONLY CAT 5 OUTLET co OWNER TO LOCATE SINGLE OUTLET ® 220 VOLTS 1 -- VTR i2" VTR T Lr i I i(y <9 ozj 1 L O /' PLUMBING RISER PLUMBING FIXTURE CALCS BUSINESS (1) PERSON PER 100 S.F. 1220/100 = 12 PEOPLE STORAGE (S-2) WAREHOUSE 5,410 S.F./500 = 11 PEOPLE OCCUPANCY LOAD = 23 PEOPLE PER TABLE 2902.1 (MIN) OCCUPANY B (1) HC WATER CLOSET, LAVATORY & DRINKING FOUNTAIN FOR FIRST 25 PEOPLE. WAREHOUSE - UTILITY SINK �0`0AST/ �l 525 E]' w , TATE F ..�- rr � o t r t ERMOCRATES E. 6ASTILLO, P.E. FL. REG. # 52590 MAY, 03 2018 DATE ao ❑ o Q o ❑ Z O W ❑ J W W = J (' Z w 1= � W W W a of U_ U_ rn CO H W W p O FF- U U W W C6 Uj W 0 0 0 O U Q Q m � � 00 cc) W V -V - ED Q C) O ❑ C o d < a M to 18x18 WIRE WAY TROUGH N31? H O O F 0 CO E FROM Z Q a J v Z _ U 2 TO BAY FUTURE TRANSFORMER Q 2.5" CONDUIT W/(4) 250 ALUM. G © METER BASE, 200 AMP, 3 PH © 200 A 3 PH. FUSIBLE DISCONNECT OD 2.5' CONDUIT W/(4) 250 ALUM. W/#4 Cu GROUND O(2) 3.5" CONDUITS W/(4) 250 MCM ALUM. PER CONDUIT W/ THHN 75C INSULATION (D 2/0 Cu TO NEUTRAL AND GROUND. BLOCK o IN WIRE WAY �00 G 2) 5/8" x 10' GROUND RODS 6' APART 0 2/0 Cu GROUND WIRE TO METAL BLDG. MAIN FRAM STEEL 2 U) ELECTRIC RISER 1 -- VTR i2" VTR T Lr i I i(y <9 ozj 1 L O /' PLUMBING RISER PLUMBING FIXTURE CALCS BUSINESS (1) PERSON PER 100 S.F. 1220/100 = 12 PEOPLE STORAGE (S-2) WAREHOUSE 5,410 S.F./500 = 11 PEOPLE OCCUPANCY LOAD = 23 PEOPLE PER TABLE 2902.1 (MIN) OCCUPANY B (1) HC WATER CLOSET, LAVATORY & DRINKING FOUNTAIN FOR FIRST 25 PEOPLE. WAREHOUSE - UTILITY SINK �0`0AST/ �l 525 E]' w , TATE F ..�- rr � o t r t ERMOCRATES E. 6ASTILLO, P.E. FL. REG. # 52590 MAY, 03 2018 DATE ao ❑ o Q o ❑ Z O W ❑ J W W = J (' Z w 1= � W W W a of U_ U_ rn CO H W W p O FF- U U W W C6 Uj W 0 0 0 O U Q Q m � � 00 cc) W V -V - ED Q C) O ❑ C o d < a M to DATE: 01/07/18 SCALE: 1/811 = 1' DRAWN: JHR APPROVED: RC SHEET NAME: MECH SHEET: 5 OF 5 W 0 CO Z Q a J v Z _ U 2 0 O W QQ 5 W0pLL U) 0 W 0 oo W CO 00-i � 0U_ O �' M d OC Q 0 E U) M J C7 o - c� U DATE: 01/07/18 SCALE: 1/811 = 1' DRAWN: JHR APPROVED: RC SHEET NAME: MECH SHEET: 5 OF 5 0 o N E M J o - c� U U- rn E U) Z N O co QLid > O- O CF)O Q� ~ W vCNO LL1 N N Y Z W 0 Z 0 0 •CU 0 U 0 a d `� .i 2 W � J W 2: 1 M Q F-- LL Lb DATE: 01/07/18 SCALE: 1/811 = 1' DRAWN: JHR APPROVED: RC SHEET NAME: MECH SHEET: 5 OF 5