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HomeMy WebLinkAboutSheriff Admin. Bldg. 94-02985BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 407-467-2312 FAX 407-467-2325 JURISDICTION:_ St. Lucie County PLAN NUMBER #6371 PROJECT NAME: SLC SHERIFF'S ADMIN BUILDING BUILDING DEPT, NO. CONTRACTOR: PHONE NUMBER ARCHITECT: — Stebbins & Scott PHONE NUMBER 464-3122 OWNER: St. Lucie County DATE RECEIVED 6-8-94 LOCATION: Midway Rd. 6-8-94 BUILDING SIZE: 49,640 sc. ft NUMBER OF STORIES I_ OCCUPANCY TYPE: Ruainecc BUILDING HEIGHT CONSTRUCTION TYPE: SBCCI. IV un. NFPA. II-(0003 FIRE PROTECT] NS Automatic Sprinkler Yes. No — Occupancy Hazard N.F.P.A. #13—_Lieht• Requirements: 1. Doors locat Hall f1161 f During its of the requ 2. Most of the a. A separ the aut in Hall #161 shall swing into Rooms #163, 159r 158, 152. Door openings into i Hall f#181 shall swing into Hall #181. NFPA 101, 5-2.1.4.3 mg, any door in a means of egress shall leave unobstructed at least one-half d width of an aisle, corridor, passageway, or landing. .anges asked for on the preliminary plan review were not revised. permit is required from the Fire Marshal's Office for the installation of .tic fire sprinkler system. b. The Fire Marshal requires a letter from the architect stating who the architect's engineer of record will be who will be designing the automatic sprinkler system. No under round works may commence before the Fire Marshal is in receipt of this letter. c. The engiieer of record shall submit two (2) sets of hydraulic calculations, signed and seal d by the engineer of record. d. Where an approved automatic sprinkler system is provided either as a requirement or as an alternative, the system shall be supervised by a central station facility approved by the Fire Marshal. (Resolution #271 adopted by the Board of Commissioners of the St. Lucie County -Ft. Pierce Fire District.) CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS REVIEWED BY: i HOUR NOTI,9E REQUIRED ON ALL INSPECTIONS DATE �o -1- e/-1 Sheet No. / of 3 ECK #6371 1. BUILDING PLAN CONTINUED: e. NOTE TO State F An indi Section the vat the pip more th Theref of the fire o f. The IVIL ENGINEER: e Marshal's Interpretation #93-020 dual licensed as a Fire Protection Systems Contractor I or II, pursuant to 33.521, Florida Statutes, is required to install any piping from the point is exclusively for fire protection, except that a Contractor V can install g from the point the water is exclusively for fire protection to within no 1' above the finished floor. , the Fire Marshal will require the point of service to be on the system side ck flow preventer. Thisepoi'nt is where the water becomes exclusively for ection. flow switch shall cause the building alarm to sound. The wall mounted fire department connection shall be connected to the system side of the chec valve. The shot gun valve located on the riser shall be listed for its specific use. No place in common corridors or hallways in which visible alarm signaling appliances are requ red shall be more than 50' from a signal. b. A distinctive trouble signal initiated by the closing of control valves shall be monitore by a central station facility. c. A duct detector trouble signal shall be indicated visually and audibly in the fire alarm control panel at a constantly attended location. Duct detector trouble signals are not required to indicate any alarm locally but shall be indicated both audibly and visually in the control panel. d. A separate permit is required by'the'St. Lucie County Fire Marshal's Office. Installation shall be by a certified alarm system contractor I (EF) or a certified unlimitel electrical contractor (EC or EF). e. The contractor shall furnish a copy of his State certification upon making application. f. No person shall install or operate a fire alarm system serving a building or portion thereof unless a fire alarm permit in the form of a decal has been issued. Applications for fire alarm permits shall be made to the St. Lucie County Tax Collector on forms provided by the Tax Collector. The application shall be signed by the alarm user. 4. The generator outside fuel tank shall be double lined steel or a containment area will be required. Th containment shall be capable of containing 110% of the total tank volume. REVIEWED BK:_ ST. LUCIE CO, ij 2400 Rhode Island Ft. Pierce, Florida RACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS N CG[ sicNnrt,r ;, DATE IERCE F.P.B. enue 50 Sheet No. :,9 of 3UILDING PLAN CHECK #63.___ ` CONTINUED: 5. A separate permit is required for the installation of the above ground storage tank. Submit three (3) set of plans. One (1) for DER approval. 6. A separate permit is required for the fuel dispensing island from the Fire Marslial's Office. 7. Provide a 2A - 10 BC rated fire extinguisher for each 75ft. of travel for the administration building. 8. Provide a 40 - BC rated fire extinguisher for the maintenance building and the fuel dispensing area. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTI E REQUIRED ON ALL INSPECTIONS REVIEWED BY: DATE ST. CUCIE C PIERCE F.P.B. 51 N E 2400 Rhode and Avenue Sheet No. - o1 Ft. Pierce, Florida 34950 Whole uilding Performance Method for Commercial Buildings Form 40OA-94 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-94 Version 2.1 PROJEC NAME —SHERIFF'S ADMIN. MAINT. BLD PERMITTING OFFICE: ADDRESS: ST LUCIE COUNTY ST. LUCIE COUNTY - CLIMATE ZONE: I OWNER: ST. LUCIE COUNTY -6 PERMIT NO: o�— .. AGENT: JURISDICTION NO:_661000 BUILDI TYPE: Business ( ffice) CONSTRIJCTION CONDITION: Ne construo— DESIGN COMPLETION: Finish d Building CONDITIONED FLOOR AREA: 3932 NUMBER OF ZONES: 3 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 1 COMPLIANCE CALCULATION: METHOD ------ A DESIGN CRITERIA RESULT ------ A. WHOLE ---------- BUILDING -------------- 89.91 100.00 PASSES J PRESCRIPTIVE REQUIREMENTS: LIGHTI G EXT RIOR LIGHTING 0.00 2225.00 PASSES LIG TING CONTROL REQUIREMENTS PASSES HVAC E UIPMENT COO ING EQUIPMENT 1 EER 9.80 8.88 PASSES 2 EER 9.50 8.66 PASSES HEA ING EQUIPMENT AIR DISTRIBUTION SYSTEM INSULATION LEVEL 1 Conditioned Space 0.50 0.00 N/A 2 Conditioned Space 0.50 0.00 N/A 3 No Ducts 0.00 0.00 N/A WATER EATING EQUIPMENT 1 EF 0.75 0.54 PASSES PIP NG INSULATION REQUIREMENTS 1 Non -Circulating 1.50 1.00 PASSES ----------------------------------------------------------------------------- COMPLI CE CERTIFICATION: I hereby ce6tifythat the plans and Review of the plans and specifica= spe0if cativered b is calcu- tions covered by this calculation latibn are w' h the indicates compliance with the Florid Enef' n de. Florida Energy Efficiency Code. PREpAR D BY Before construction i5 completed, DATE, 9 this building will be inspected for compliance in accordance with I hereby in certify that this building is Section 553.908, Florida Statutes Mm Eff"k fiance with the Florida Energy BUILDING OFFICIAL: ncy Code. DATE: OWNER AGENT• DATE: - I her by certify(*) that the system desi9 n is in co m liance with the Florida P Energy Efficiency Code. ARCHIECT SYSTEM DESIGNER REGISTRATION/STATE MECHANICAL: Q0 I PLUMB NG t ELECTRICAL: 14, ,SZM5 LIGHTING if (*) S gnature is required where Florida law requires design to be performe by re istered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 401.----- Elevation West 401.----- Elevation West 401.----- Elevation North 402.----- Elevation North West 402.----- Elevation West----- - South 402.------ Elevation West North East South Adjacent East 403------ Elevation North 403.----- Elevation North 403.----- Elevation West ,- North East West East BUILDING INFORMATION LAZING --ZONE 1 ------------------------------- Type U SC VLT Shading --------------- Commercial ---- ---- 1.31 ---- ----------- 7 1 None Total Glass Area in Zone 1 LAZING --ZONE 2 ------------------------------- Type U SC VLT Shading --------------- Commercial ----- ---- 1.31E ---- ----------- 7 1 None Total Glass Area in Zone 2 LAZING --ZONE 3 -------------------------------- Type --------------- U ----- ---- SC VLT Shading ---- ----------- Commercial 1.31E 7 1 None Total Glass Area in Zone 3 Total Glass Area ALLS--ZONE 1--------------------------------- COMPLIANCE CHECK ---------------- v- Area(Sgft)0 -- --------- - 0 120 120 ---------------- V- Area(Sgft)o ------------ 0 Type U Added R -------------------------------- ------------ L & Hvywt. Concrete Block + 8" L 0.294 0 L & Hvywt. Concrete Block + 8" L 0.294 0 Total Wall Area in Zone 1 = rALLS--ZONE 2 ----------------------------------- Type U Added R -------------------------------- ----- ------- L & Hvywt. Concrete Block + 8" L 0.294 0 L & Hvywt. Concrete Block + 8" L 0.294 0 Total Wall Area in Zone 2 = fALLS--ZONE 3 ----------------------------------- Type U Added R -------------------------------- ----- ------- 120 120 --------------- v- Area(Sgft)° - ---- ------ 0 00 00 240 -------- ----- 0 --- Gross(Sgft)o ------ ----- 0 1630 1520 3160 ------------- 0 --- Gross(Sgft)o ----------- 0 1520 2400 3920 ------------- 0 --- Gross(Sgft)0 - ---------- 0 Metal Curtain Wall + With Air Sp 0.230 0 9470 L & Hvywt. Concrete Block + 8" L 0.294 0 8170 Metal Curtain Wall + With Air Sp 0.230 0 9470 L & Hvywt. Concrete Block + 8" L 0.294 0 5550 L & Hvywt. Concrete Block + 8" L 0.294 0 3920 L & Hvywt. Concrete Block + 8" L 0.294 0 3270 Total Wall Area in Zone 3 = 39850 Total Gross Wall Area = 46920 i(1(1F C--7.(1NF ------------------------------------------------ 0--- Type ------------------------------------------ 1-3/8 Wood Door -Hollow core flush Total Door Area in Zone -DOORS--ZONE 2 ------------------------------ Type ------------------------------------------ 1-3/4 Steel Door-Fiberglass/Mineral woo Total Door Area in Zone DOORS --ZONE 3 ------------------------------ Type 1-3/4 Steel 1-3/4 Steel 1-3/4 Steel 1-3/4 Steel 1-3/4 Steel 404.-----ROOFS-- ZONE Type U Area(Sgft)0 ----- ---------- 0 0.47 00 1 = 00 ---- ----- -------- 0--- U Area(Sgft)o ----- ---------- 0 0.60 00 2 = 00 U ------------------------------- Door-Fiberglass/Mineral woo ----- 0.60 Door-Fiberglass/Mineral woo 0.60 Door-Fiberglass/Mineral woo 0.60 Door-Fiberglass/Mineral woo 0.60 Door-Fiberglass/Mineral woo 0.60 Total Door Area in Zone 3 = Door Area = 1-------------- ----Total - Color U Added R -------- - -- 0 --- Area(Sgft)° --------- - 0 5600 200 5600 200 200 11800 1800 -----------00--- Area(Sgft)o _____ ______________________________ ______ _____ _______ __________0 Steel Sheet with 1" Insulation Light 0.213 30 930 Total Roof Area in Zone 1 = 930 404.- ----ROOFS--ZONE 2------------------------------------------------ 0--- Type Color U Added R Area(Sgft)0 ----- --- --------------------------- ------ ----- ---- ------------- 0 Steel Sheet with 1" Insulation Light 0.213 30 1390 Total Roof Area in Zone 2 = 1390 404.- ----ROOFS--ZONE 3------------------------------------------------ 0--- Type Color U Added R Area(Sgft)O ----- ----- ------------------------- ------ ------------ ------ ---- 0 Steel Sheet with 1" Insulation Light 0.213 30 25000 Steel Sheet with 1" Insulation Light 0.213 30 12000 Total Roof Area in Zone 3 = 37000 Total Roof Area = 39320 405.- ----FLOORS-ZONE 1------------------------------------------------ 0--- Type R Area(Sgft)O --- -- ------------------ ------ ------------------------- --- ----- -- 0 Slab n Grade/Uninsulated 0 930 Total Floor Area in Zone 1 = 930 405.- ----FLOORS-ZONE 2------------------------------------------------ 0--- Type R Area(Sgft)O ----- - - -------------------------- - - --- - - - --- - -- --- -------------- 0 Slab n Grade/Uninsulated 0 1370 Total Floor Area in Zone 2 = 1370 405.- ----FLOORS-ZONE 3------------------------------------------------ 0--- Type R Area(Sgft)O ------- --- -------------------------- - ------ -- ---------- ---------- 0 Slab on Grade/Uninsulated 0 37020 Total Floor Area in Zone 3 = 37020 Total Floor Area = 39320 406.------INFILTRATION -------------------------------------------------- 0--- I OCHECKO Ipfiltration Criteria in 406.1.ABC.1 have been met. 0 0 407.-II--- ---- COOLING SYSTEMS ----------------------------------------------- 0--- rpe No Efficiency IPLV TonsO •-------------- ------- ----- --- ------ ---- ----- - ---- --- ------ 0 [ckaged Terminal Unit 1 9.8 10 0.570 ickaged Terminal Unit 1 9.5 10 0.700 Cooling System 0 0 0 0.000 •----HEATING SYSTEMS ----------------------------------------------- 0--- rpe No Efficiency BTU/hrO •------- -- ----- -------------- -- --- ---------- ----------- --- O ) Heating System 1 2.7 64000 )'Heating System 1 2.8 82000 i Heating System 0 0 00 •----VENTILATION--------------------------------------------------- 0--- OCHECKO :ntilation Criteria in 409.1.ABC.1 have been met. O O ---AIR DISTRIBUTION 'SYSTEM ---------------------------------------- 0--- SU Type Duct Location R-value° -------------- ---------------- ---- - ------------- -------- ------- 0 )lit / PTAC Air Conditioner Conditioned Space .50 )lit / PTAC Air Conditioner Conditioned Space .50 )ne (Unconditioned Zone) No Ducts 00 ----PUMPS AND PIPING -ZONE 1--------------------------------------- 0-=_ rpe R-value/in Diameter Thickness° •------ ---------------- ---------- -------- ----- ---- 0 .rculating 0 •---PUMPS AND PIPING -ZONE 2--------------------------------------- 0--- rpe R-value/in Diameter Thickness° •------- ------ ---- - - --- ---------- -- ------ -- ---- - -- 0 m-Circulating 0 • -PUMPS AND PIPING -ZONE 3--------------------------------------- 0--- Type R-value/in Diameter Thickness° ------------------------ ---------- -------- ---------0 1. Non -Circulating 3.7 1 1.50 41 .-----WATER HEATING SYSTEMS -ZONE 1---------------------------------- 0--- Type Efficiency StandbyLoss InputRate Gallons* ---------- ---------- ---------- ----------- 41 .-----WATER HEATING SYSTEMS -ZONE 2---------------------------------- 0___ Type Efficiency StandbyLoss InputRate Gallons° ---------------- -------- ---------- ------------------------------ 0 41 .-----WATER HEATING SYSTEMS -ZONE 3---------------------------------- 0--- Type Efficiency StandbyLoss InputRate Gallons° ---------------------------------------------------- -- -- ----- 0 1. <=75,000 Btuh .75 .01 4.5 400 41 .-----ELECTRICAL POWER DISTRIBUTION ---------------------------------- 0--- OCHECKO Metering criteria in 413.1.ABC.1 have been met. 0 0 Transformer criteria in 413.1.ABC.2 have been met. 0 0 41 .-----MOTORS --------------------------------------------------- 0----- 0--- Motor efficiencies in 414.1.ABC.1 have been met. 0 0 41 .-----LIGHTING SYSTEMS -ZONE 1--------------------------------------- 0_-_ Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)O ---------- --- -------------- --- -------------- --- ------ ----------o Reading, T 1 On/Off 2 None 0 165 930 Total Watts for Zone 1 = 1650 Total Area for Zone 1 = 930 41 .-----LIGHTING SYSTEMS -ZONE 2--------------------------------------- 0--- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)O --------- ----------------- --- -------------- --- ---- -- ------ --- 0 Accounting 1 On/Off 2 None 0 287 1370 Total Watts for Zone 2 = 2870 Total Area for Zone 2 = 1370 1 41 .-----LIGHTING SYSTEMS -ZONE 3--------------------------------------- 0--- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)O -- ------ --- -------------- --- ------------- - --- ----- - ------ ---- 0 Service St 1 On/Off 2 None 0 2900 29000 Bulky Acti 1 On/Off 2 None 0 154 5160 Toilet and 1 On/Off 2 None 0 119 1490 Total Watts for Zone 3 = 31730 Total Area for Zone 3 = 35650 Total Watts = 36250 Total Area = 37950 OCHECKO Lighting criteria in 415.1.ABC have been met. 0 0 ---------------------------------------------------------- ------- 0 ----- 0 --- 16. HVAC load sizing has been performed. (407.1.ABC.1) 0 0 --------------------- -------------------- - --- ------------------- ----- 0 - ---- 0 17. Duct sizing and design have been performed. (410.1.ABC.1.2) 0 0 -- ---------------------- - ------------------------------------ - -- 0 - ---- 0 --- 18. Testing and balancing will be performed. (410.1.ABC.4) 0 0 ------------------ ----- --------------------------- - - ------------ 0 -- - -- 0 -- - 19: Operation/maintenance manual will be provided to owner.(102.1)0 0 -------------------------------------------------------------------------- C:' t ' Whole Building Performance Method for Commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-94 Version 2.1 PROJE ADDRE OWNER AGENT BUILD CONST 'DESIG CONDI MAX. A. Form 40OA-94 T NAME_SHERIFF'S ADMIN. MAINT. BLD PERMITTING OFFICE: S: ST LUCIE COUNTY ST. LUCIE COUNTY CLIMATE ZONE: 6 ST. LUCIE COUNTY PERMIT NO: _?7 JURISDICTION NO: 661000 NG TYPE: Business (Office) UCTION CONDITION: New construction COMPLETION: Finished Building IONED FLOOR AREA: 3932 NUMBER OF ZONES: 3 ONNAGE OF EQUIPMENT PER SYSTEM: 1 L ANCE CALCULATION: DD A DESIGN ------ ROLE BUILDING 89.91 IPTIVE REQUIREMENTS: EX ERIOR LIGHTING 0.00 LI HTING CONTROL REQUIREMENTS HVAC QUIPMENT CO LING EQUIPMENT . EER 9.80 . EER 9.50 HE TING EQUIPMENT AI DISTRIBUTION SYSTEM INSULATION LEVEL Conditioned Space 0.50 Conditioned Space 0.50 No Ducts 0.00 WATER HEATING EQUIPMENT .' EF 0.75 PI ING INSULATION REQUIREMENTS . Non -Circulating i 1.50 ----- ------------------- ---------L--------- COMPLIANCE CER CATION: CRITERIA RESULT 100 00 PASSES 2225.00 PASSES PASSES 8.88 PASSES 8.66 PASSES 0.00 N/A 0.00 N/A 0.00 N/A 0.54 PASSES 1.00 --------------------------- PASSES I r by cent fy hat the plans and Review of the plans and ,specifica sp i icatio co e d b s calcu- Lions covered by this calculation F1 ° are c la i w't the indicates 'compliance with the PR 1 a Ene f is q o e. Florida Energy Efficiency Code. na A ED BY: I bel in cc certify that this building is iance with the Florida Energy cy Code. Before construction is completed; this building will be inspected h for compliance in accordance With, Section 553,908, Florida Statute BULL = OFFTCiAL: DATE: OWNER AGENT: DATE: I hereby certify(*) that the system design is in compliance with the Florida Energ Efficiency Code. E ARCHI ECT : MECH ICAL: PLUMBING ELECTRICAL: LIGHTING SYSTEM DESIGNER REGISTRATION/STAY F L -� u A It B 3! p1 BUILDING INFORMATION COMPLIANCE CHECK 401.------GLAZING--ZO E 1------------------------------------------------ v- levation Type iU SC VLT Shading Area(Sgft)° ----------------- ---- --- st Commercial 1..31 .7 1 None 120 Total Glass Area in Zone 1 = 120 401.------GLAZING--ZONE 2----------------------------------------------o-v- levation Type U SC VLT Shading Area(Sgft) -------- ---------1 --- --- st Commercial) 1.31 .7 1 None 12 Total Glass Area in Zone 2 120 401 ------GLAZING--ZO E 3---- ----- ---- ----- --- ---- --- -v- levation Type --U SC VLT Shading Area(Sgft)° --- ------ ---- ---- ----------------------------° North Commercial, 1.31 7 1 None 00 Total Glass Area in Zone 3 = 00 Total Glass Area = 24 4 2.------WALLS--ZONE 1------------------------------------------------ 0- Elevation Type U "Added R Gross(Sgft)° - -- - ---- ----- ---- - North L & Hv wt. Concrete Block + 8" L 0.294 0 1630 West L & Hv wt.!Concrete Block + 8" L 0.294 0 1520 Total Wall Area in Zone 1 = 3160 4 2.------WALLS--ZONED' 2-------------------------------------------- --0--- E evation Type U Added R Gross(Sgft)0 - ---- ---" ----- -- --- - ------------- - - - - - --- - - ------ - -- - --- --- - 0 West L & Hvywt. Concrete Block + 8" L 0.294 0 1520 South L & Hvywt. Concrete Block + 8" L 0.294 0 2400 Total Wall Area in Zone 2 = 3920 4 2.- ----WALLS--ZONE 3-------------------- ------------------------0--- iE evation Type U Added RGross(Sgft)0 ---------------------------------------- ----- ------ ---------- West Metal Curtain Wall + With Air Sp 0.230 0, 947 North L & Hvywt. Concrete Block + 8" L 0.294 0 8170 East Metal Curtain Wall + With Air Sp 0.230 0 947° S uth L & Hvywt.' Concrete Block + 8" L 0.294 0 555° :A jacent L & Hvywt: Concrete Block + 8" L 0.294 0 392 East L & Hvywt. Concrete Block + 8" L 0.294 0 3270 Total Wall Area in Zone -3 = 39850 Total Gross Wall Area = 46920 4 3.------DOORS--ZONE , 1------------------------------------------------ 0--- Elevation Type i U Area(Sgft) ----- -- - - - - -- - --- ---- - - ----- --- -------------- ----------- -- - ----- 0 N rth 1-3/8 Wood Door -Hollow core flush 0.47 00 Total Door Area in Zone 1 = 00 4 3.------DOORS--ZONED 2---------------------------------------------------- Elevation Type' U Area(Sgft)0 - ---------------- -------------------------- N rth 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 00 Total Door Area in Zone 2 = 00 4 3.------DOORS--ZONE 3------------------------------------------------ 0--- Elevation Type U Area(Sgft)° - - --- -- ----- ---- --- ---0 _Oo W st 1-3/4,Stee Door-Fiberglass/Mineral woo 0.60 -q 0- N rth 1-3/4 Stee Door-Fiberglass/Mineral woo 0.60 East 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 0000, W st 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 00 E st 1-3/4_ Steel Door-Fiberglass/Mineral woo 0.60 00 Total Door Area in Zone 3 = Total Door Area 1i 00 4 4.------ROOFS--'ZONE 1------------------ ----------------1X=-0--- T Pm color v Added R Area(sgft) ° ------ - -- -- ------------- -- -- _.- - - - -- --- --- ---- - ------ - --- -- ---- - O .:Steel Sheet with 111 Insulation Light 0.213 30 930 Total Roof Area in Zone 1 = 930 404. --ROOFS--ZONE 2------------------------------------------------ 0--- Type Color U Added R Area(Sgft)° -- -- - -- -- ---- ---- ---- --- - ° Steel Sheet with ill Insulation Light 0.213 30 1390 Total Roof Area in Zone 2 = 1390 404.--- --ROOFS--ZONE 3------------------------------------------------- °--- Type , Color U Added'R Area(Sgft)° ------- ----- -------------------- ----- - - ' ------ ----------0 Steel Sheet with'1° Insulation Light 0.213 30 25000 Steel Sheet with 1" Insulation Light 0.213 30 12000 Total Roof Area in Zone 3 = 37000 Total Roof Area = 39320 405.--- --FLOORS-ZONE 1------------------------------ -----------------°--- Type RArea(Sgft)° -- ------ ----------- ---- -- - - - -- - - - - - - -- - - - - - - - - -- ------ - - --------- 0 Slab on rade/Uninsulated 0 930 Total Floor Area in_ -- _ Zone1=-_--_-_----930_-- 405.---- -FLOORS-ZONE 2--------------------- Type --R Area(Sgft)° --- ---- - ----- ---- --- --- - -- - - - - - - - - - - - - - - --- - - - - - ----- --- -- ----- ° Slab on rade/Uninsulated 0 1370 Total Floor Area in Zone 2 = 1370 405.---- -FLOORS-ZONE 3------------------------------------------------ 0--- Type R Area(Sgft)° ----------------------------------------------- ------ ---------- Slab on rade/Uninsulated 0 37020 Total Floor Area in Zone 3 = 37020 Total Floor Area = 39320 406.---- -INFILTRATION--------------------------------------------- --0--- °CHECK° Infiltration Criteria 1n 406.1.ABC.1 have been met. 0 ° 407.---- -COOLING SYSTEMS ------------------------------------------0--- Type No EfficiencyIPLV Tons° --- -------------------'--- -- 1.- Packaged Terminal Unit 1 9.8 10 0.57 2 Packaged Terminal Unit 1 9.5 10 0.700 3. No C oling System 0 0 0 0.000 '408.---- HEATING SYSTEMS --- '------------------------------------------- 0--- Type No Efficiency BTU/hr -- -- - - -- - - - --- -- -- ---- 0 1. No H ating System 1 2.7 64000 2. No H ating System 1 2.8 82000 3. No H ating System 0 0 00 409.--- VENTILATION------- -------------------------------------------0--- °CHECK° Ventilation Criteria in 09.1.ABC.1 have been met. 0 ° 410.---- AIR DISTRIBUTION SY TEM---- ------------------------------ -°--- AHU rype' Duct Location R-value° - --- - -- -- --------- - ----- - -- - - ------------ - ----- - -- --- -- - ------ - ° 1. Split /-PTAC Air Conditioner Conditioned Space .50 2... split / PTAC Air Conditioner Conditioned Space .50: 3•-N®ne (Unconditioned Zone) No Ducts 00 411.-==- PUMPS AND PIPING -ZONE 1------------------------------------ --°--- Type R-value/in Diameter Thickness° -- --------- -- --- ------ -- -O. 1• oirc lating ---- ----- --- - 0 411.-=-- PUMPS AND PIPING -ZONE 2------------------------------- --------°--- Type R-value/in Diameter Thickness° ---- ------ ------ ----- ---------- ----- -------0. 1. Non- irculating - -- 0 411.---- PUMPS AND PIPING -ZONE 3:--------------~---------------- ----0--- Type R-value/in Diameter Thickness° M' O - 1.`Non-Circulating 3.7 1 1.50 412.- ---WATER HEATING SYSTEMS -ZONE 1-------------------------------------- Type Efficiency StandbyLoss InputRate Gallons° ----------- ----------------------- 412.- - -WATER HEATING SYSTEMS-ZONE2-------------- -------------------o,,— T pe ' Efficiency StandbyLoss InputRate Gallons° ---------------------- -- ------- 412- ---WATER HEATING SYSTEMS -ZONE 3-------------------------------------- Type Efficiency StandbyLoss InputRate Gallons° ------------- -------------------------------- --------------° 1. < 75,000 Btuh .75 .01 4.5 400 413.- ---ELECTRICAL POWER DISTRIBUTION— --------------------------------- o-- °CHECK° M tering criteria in 413.1.ABC.1 have been met. o 0 Transformer criteria in 413.1.ABC.2 have been met. 0 o 414.- --MOTORS---------------------------------------------------o-----o M for efficiencies in 414.1.ABC.1 have been met. 0 415.- ---LIGHTING SYSTEMS -ZONE 1------------------ --------------------- o�- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)°, ----- ---- -------------- --- - ------------ Readi g, T 1 On/Off 2 None 0 165 930 Total Watts for Zone 1 = 1650 Total Area for Zone 1 = 930 415. ---LIGHTING SYSTEMS -ZONE 2---------------------------------------o--- Space Type No `Control Type 1 No Control Type 2 No Watts Area(Sgft)° ----- ---- ----------------- ---------------- --- ---------------- Accounting 1 On/Off 2 None 0 287 137 Total Watts for Zone 2 = 2870 Total Area for Zone 2 = 1370 415.- ---LIGHTING SYSTEMS -ZONE 3-------------------------------------- —_ Space Type No Control Type l No Control Type 2 No Watts Area(Sgft)° ----- - --- - -- -- --- --- ----- - --- --------- - - - -- - ---- ° Service St I On/Off 2 None 0 2900 2900 Bulky Acti 1 On/Off 2 None 0' 154 5160 Toilel and 1 On/Off 2' None 0 119 1490 Total Watts for Zone 3 = 31730 Total Area for Zone 3 = 35650 Total Watts = 36250 Total Area 37950 °CHECK° L ghting criteria in 415.1.ABC have been met. ° ° — ---- ---- -- ---------------------------------- —------- --- --- --- -- — ° ----- ° --- 16. H AC load sizing has been performed. (407.1.ABC.1) o 0 ------------------- ~ --_-__-___ _—__ _—_—_—__ ____ —o_ _0-- 17. Duct sizing and design have been performed (410.1.ABC 1.2) ° ° ----- ----------------- ------- 18. Testing and ----- --- balanc--in—g'wll b— aie.. — -- --- --°- o_-- 19. o eration/maintenance manual will be provided to owner (102 1)° ° ----- ---------- ------ r------------------------------- ------------- C:\> II I Whole Building Performance Method for Commercial Buildings Form 40OA-94 OWNER AGENT MAX. A. HVAC F ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-94 Version 2.1 NAME_SHERIFF'S ADMINISTRATION BL PERMITTING OFFICE: _ST LUCIE COUNTY ST. LUCIE COUNTY CLIMATE ZONE: 6 ST LUCIE COUNTY PERMIT NO: JURISDICTION NO: 661000 G TYPE: Business (Office) CTION CONDITION: New construction COMPLETION: Finished Building ONED FLOOR AREA: 47090 NUMBER OF ZONES: 5 NNAGE OF EQUIPMENT PER SYSTEM: 115 NCE CALCULATION: A DESIGN CRITERIA RESULT ---------- ------ -------- ----- E BUILDING 71.74 100.00 PASSES REQUIREMENTS: 'ERIOR LIGHTING 370.00 6500.00 PASSES :HTING CONTROL REQUIREMENTS PASSES 3QUIPMENT )LING EQUIPMENT L. COP 2.80 2.70 PASSES IPLV 11.00 2.80 PASSES ,TING EQUIPMENT L. Ec 17.00 0.80 PASSES ?. Ec 17.00 0.80 PASSES S. Ec 17.00 0.80 PASSES S. Ec 17.00 0.80 PASSES i. Ec 17.00 0.80 PASSES d SYSTEM REQUIREMENTS L. Variable Air Volume ( 1.12 1.25 PASSES ?. Variable Air Volume ( 1.03 1.25 PASSES S. Variable Air Volume ( 1.14 1.25 PASSES t DISTRIBUTION SYSTEM INSULATION LEVEL L. With Insulated Roof 6.00 6.00 PASSES ?. With Insulated Roof 6.00 6.00 PASSES S. With Insulated Roof 6.00 6.00 PASSES S. With Insulated Roof 6.00 6.00 PASSES i. With Insulated Roof 6.00 6.00 PASSES HEATING EQUIPMENT L. Et 16.60 0.77 SL 0.01 0.03 PASSES >.. Et 16.60 0.77 SL 0.01 0.03 PASSES S. Et 16.60 0.77 SL 0.01 0.03 PASS$ Et 16.60 0.77 ES Et o.01 16.60 0.03 PASS, SL 0.77 ING INSULATION REQUIREMENTS 0.01 0.03 PASSE . Circulating . Circulating 2.00 1.00 PASS 2.00 1.00 PASSES 3. Circulating 4. circulating 5. Circulating ------- ----------------- COMPLIA CE CERTIFICATION: I hereb ceCif that the specifi atioverelation re 1 eFlorida Eneff' cyPREPARE BY DATE 7i s and calcu- the I hereb certify that this building is in comp fiance with the Florida Energy Efficie cy Code. OWNER/A ENT: DATE: 2.00 2.00 2.00 1.00 PASSES 1.00 PASSES 1.00 ------------------- PASSES Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Florida Statutes. BUILDING OFFICIAL: DATE: I hereb certify(*) that the system design is in compliance with the Florida Energy fficiency Code. SYSTEM DESIGNER REGISTRATION/STATE (*) by be L: ��67 N U tered design professionals. Typed names and registration numbers may l where all relevant information is contained on signed/sealed plans. BUILDING INFORMATION COMPLIANCE CHECK 401.--- --GLAZING--ZONE 1------------------------------------------------ v- Elevati n Type U SC VLT Shading Area(Sgft)0 ------- - --------------- ---- ---- ------------------ ----------0 West Commercial 0.92 1 1 None 1500 South Commercial 0.92 1 1 None 2000 Total Glass Area in Zone 1 = 3500 401.--- --GLAZING--ZONE 2------------------------------------------------ v- Elevati n Type U SC VLT Shading Area(Sgft)° ------- ---------------- ---- - --- ------------------ --- -- ---- ° West Commercial 0.92 1 1 None 750 North Commercial 0.92 1 1 None 1500 Total Glass Area in Zone 2 = 2250 401.--- GLAZING --ZONE 3------------------------------------------------ v- '.Elevati n Type U SC VLT Shading Area(Sgft)0 ------- - --------------- ---- ---- ---- - ------ ---- -- -- -------- 0 North Commercial 0.92 1 1 None 1250 South Commercial 0.92 1 1 None 1750 South Commercial 0.92 1 1 None 1350 ' West Commercial 0.92 1 1 None 610 Total Glass Area in Zone 3 4960 401.--- --GLAZING--ZONE 4------------------------------------------------ v- 'Elevati n Type U SC VLT Shading Area(Sgft)0 -- ----- - --------------- ---- ---- -------------- ---- ---------- ° North Commercial 0.92 1 1 None 1500 Total Glass Area in Zone 4 = 1500 401.--- --GLAZING--ZONE 5------------------------------------------------ v- " `Elevati n Type U SC VLT Shading Area(Sgft)0 --- ---- - - -------------- ---- ---- -------------- ---- ---------- 0 East Commercial 0.92 1 1 None 1750 South Commercial 0.92 1 1 None 1500 South Commercial 0.92 1 1 None 1350 Total Glass Area in Zone 5 = 4600 Total Glass Area = 16810 402.-----WALLS--ZONE 1------------------------------------------------ 0--- Elevati n Type U Added R Gross(Sgft)° '-- ----- ---------------------- --- ------ -- ----- ------- ---- ------ - 0 West 4" Face Brick + Air Space/Ins. + 0.112 0 17250 South 4" Face Brick + Air Space/Ins. + 0.112 0 14500 North 4" Face Brick + Air Space/Ins. + 0.112 0 5000 --Adjacen Frame Wall + 1" Ins. 0.178 0 25880 Total Wall Area in Zone 1 = 62630 402.--- --WALLS--ZONE 2------------------------------------------------ 0--- Elevati n Type U Added R Gross(Sgft)0 -- ----- - -------------------------------- ------------------- 0 `--West 4" Face Brick + Air Space/Ins. + 0.112 0 5630 North 4" Face Brick + Air Space/Ins. + 0.112 0 9000 ` Adjacen Frame Wall + 1" Ins. 0.178 0 25630 Total Wall Area in Zone 2 = 40250 402.-----WALLS--ZONE 3------------------------------------------------ 0--- Elevati n Type U Added R Gross(Sgft)° ------- --- --- ---- - --------------------- -- -- - -- ----- ----- ------ 0 North 4" Face Brick + Air Space/Ins. + 0.112 0 7130 South 4" Face Brick + Air Space/Ins. + 0.112 0 11750 'West 4" Face Brick + Air Space/Ins. + 0.112 0 2470 Adjacent Frame Wall + 1" Ins. 0.178 0 25250 Adjacent Frame Wall + 1" Ins. 0.178 0 4210 Total Wall Area in Zone 3 = 50800 402.--- --WALLS--ZONE 4------------------------------------------------°--- Elevati n Type U Added R Gross(Sgft)° North 4" Face Brick + Air Space/Ins. + 0.112 0 15000 East 4" Face Brick + Air Space/Ins. + 0.112 0 Adjacent Frame Wall + 1" Ins. 0.178 0 Total Wall Area in Zone 4 = 4 2.------WALLS--ZONE 5------------------------------------ E evation Type U Added R - East ------- -------------------------------- 4" Face Brick + Air Space/Ins. ----- ------- + 0.112 0 S uth 4" Face Brick + Air Space/Ins. + 0.112 0 A jacent Frame Wall + 1" Ins. 0.178 0 A iacent Frame Wall + 1" Ins. 0.178 0 ------DOORS--ZONE ation Type 1-3/4 Steel 1-3/4 Steel 1-3/4 Steel 3.------DOORS--ZONE evation Type ------- ------------------------------------------ W St 1-3/4 Steel Door-Fiberglass/Mineral woo Total Door Area in Zone 4 3.------DOORS--ZONE 3------------------------------ E evation Type 1-3/4 Steel Total Wall Area in Zone 5 = Total Gross Wall Area = 1------------------------------------ U 3750 2050 39500 ----------- 0--- Gross(Sgft)0 ---- - ---- - - 0 18500 11880 20500 4210 55080 248250 ----------- 0 --- Area(Sgft)° --- ------ - 0 Door-Fiberglass/Mineral woo 0.60 420 Door-Fiberglass/Mineral woo 0.60 420 Door-Fiberglass/Mineral woo 0.60 420 Total Door Area in Zone 1 = 1260 2------------------------------------------------ 0--- U Area(Sgft)° -- -- --- -- ---- 0 0.60 210 2 = 210 --- ------------- 0 --- U Area(Sgft)0 ---- ---------- 0 Door-Fiberglass/Mineral woo 0.60 420 Total Door Area in Zone 3 = 420 4 3.------DOORS--ZONE 4------------------------------------------------ 0--- Elevation Type U Area(Sgft)° - ------------------------------------------------- -- --- --- ------ - 0 North 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 630 Total Door Area in Zone 4 = 630 4 3.------DOORS--ZONE 5------------------------------------------------ 0--- Elevation Type U Area(Sgft)° ---------------- -------- - ---- -------------- ----- - - --------------- 0 East 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 420 East 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 210 Total Door Area in Zone 5 = 630 Total Door Area = 3150 4 4.------ROOFS--ZONE 1------------------------------------------------ 0--- Type Color U Added R Area(Sgft)0 - -------------------------- -------- - ----- - ---- ------- ------ - --- 0 Steel Sheet with 1" Insulation Medium 0.213 9 111850 Total Roof Area in Zone 1 = 111850 4 4.------ROOFS--ZONE 2------------------------------------------------ 0--- Type Color U Added R Area(Sgft)0 ------------- --------------- ------ ------------ ---- ------ 0 Steel Sheet with 1" Insulation Medium 0.213 9 50500 Total Roof Area in Zone 2 = 50500 4Q4.------ROOFS--ZONE 3------------------------------------------------ 0--- Tyjpe Color Steel Sheet with i" Insulation Medium Total Roof Area 4 4.------ROOFS--ZONE 4---------------------- Type Color ---------------------------- ------ Steel Sheet with 1" Insulation Medium Total Roof Area 40 .------ROOFS--ZONE 5---------------------- Typ e-------------------------------- -Color -- U Added R Area(Sgft)0 -------------------- -- 0.213 9 143a§0 in Zone 3 = 14300 -°--- U Added R Area(Sgff)0 -- -- ------- -------- -- 0.213 9 441g, in Zone 4-----------44 0 ----- ---U Added R Area(SgfCt, 'Steel Sheet with 1" Insulation Medium 0.213 9 120700 Total Roof Area in Zone 5 = 120700 Total Roof Area = 470900 405. -----FLOORS-ZONE 1------------------------------------------------ °--- Type R Area(Sgft)° -------------- -------------------- ------------- --- - - -- ---------- ° Slab on Grade/Uninsulated 0 111850 Total Floor Area in Zone 1 = 111850 405. -----FLOORS-ZONE 2 ---------------------------------------------------- Type R Area(Sgft)° -------------- -------------------- - - ----- --- - -- -- - - --- -- ---- ---- ° Slab on Grade/Uninsulated 0 50500 Total Floor Area in Zone 2 = 50500 405. -----FLOORS-ZONE 3------------------------------------------------ °--- Type R Area(Sgft)° ------------ ------------------ - - ------ --------- - ------ ---- ------ ° Slab on Grade/Uninsulated 0 143050 Total Floor Area in Zone 3 = 143050 405.-----FLOORS-ZONE 4------------------------------------------------ 0--- Type R Area(Sgft)° ------------ ------------ --- - - - -- --------------- ---- - -- --- ---- - -- ° Slab on Grade/Uninsulated 0 44800 Total Floor Area in Zone 4 = 44800 405. -----FLOORS-ZONE 5------------------------------------------------ °--- Type R Area(Sgft)° ----------------------- --- -- -- --- - - ---- - - ------ --- - --- -- ----- --- ° Slab on Grade/Uninsulated 0 120700 Total Floor Area in Zone 5 = 120700 Total Floor Area = 470900 406. -----INFILTRATION--------------------------------------------------°_�_ °CHECK° Infiltration Criteria in 406.1.ABC.1 have been met. ° ° 407. -----COOLING SYSTEMS ----------------------------------------------- °--- Type No Efficiency IPLV Tons° --------------------------- --- ---------- -------------- ----- ° 1, With Condenser 1 2.8 11 114.830 2. Served by Previous Zone Cool 0.000 3. Served by Previous Zone Cool 0.000 4. S rved by Previous Zone Cool 0.000 5. S rved by Previous Zone Cool 0.000 408.- ----HEATING SYSTEMS ----------------------------------------------- 0--- T pe No Efficiency BTU/hr° ------------------------------- ------------ - --- ----------- ° 1. G s Fired >= 300,000 Btu/h (S 1 17 7000000 2. G s Fired >= 300,000 Btu/h (S 1 17 7000000 3. G s Fired >= 300,000 Btu/h (S 1 17 7000000 4. Gas Fired >= 300,000 Btu/h (S 1 17 7000000 5. Gas Fired >= 300,000 Btu/h (S 1 17 7000000 409.- ----VENTILATION---------------------------------------------------0--- °CHECK° Ventilation Criteria in 409.1.ABC.1 have been met. ° ° 410. ---AIR DISTRIBUTION SYSTEM ---------------------------------------- °--- U Type Duct Location R-value --------------------------------------------------- ---- ------ I, V riable Air Volume (VAV) With Insulated Roof 6 22, V riable Air Volume (VAV) With Insulated Roof 60 3: V riable Air Volume (VAV) With Insulated Roof 60 4: V riable Air Volume (VAV) With Insulated Roof 60 5:-V riable Air Volume (VAV) With Insulated Roof 60 _ 41 PS AND PIPING.ZONE - -------------- - ---.ZONE 1-----------------------------° T-- p - R-value/in Diameter Thickness° - ------ - ----------- ----- ---- ° i, C rculating 3.7 2 20 411. ---PUMPS AND PIPING ZONE 2--------------------------------- --°-__ ,...,. Type R-value/in Diameter Thickness* ------------------ --------moo 1. Circulating 3.7 2 20 AND PIPING -ZONE 3--------------------------------------- 0--- _411.-----PUMPS Type R-value/in Diameter Thickness° -- ----------- ---------- ---- ---- ------- -- 0 1. Circulating 3.7 2 20 411.-----PUMPS AND PIPING -ZONE 4--------------------------------------- 0--- Type R-value/in Diameter Thickness° ------------------- ---------- -------- ---------0 1. Circulating 3.7 2 20 41 .-----PUMPS AND PIPING -ZONE 5--------------------------------------- 0--- Type R-value/in Diameter Thickness° --------- --------------- ------------------ --------- 0 1. Circulating 3.7 2 20 412.-----WATER HEATING SYSTEMS -ZONE 1---------------------------------- 0--- Type, Efficiency StandbyLoss InputRate Gallons° -------------------- - - -- --- ----------------- - --------- -- -------- 0 1. > 75,000 Btuh 16.6 .01 600000 1250 412.-----WATER HEATING SYSTEMS -ZONE 2---------------------------------- 0--- Type Efficiency StandbyLoss InputRate Gallons° --------- --------------- --------------------------- --- ---- ------ 6 1. > 75,000 Btuh 16.6 .01 600000 1250 -41 .-----WATER HEATING SYSTEMS -ZONE 3---------------------------------- 0--- Type Efficiency StandbyLoss InputRate Gallons* ------------------------ -------------------- ----- ----- -------- - - 0 1. > 75,000 Btuh 16.6 .01 600000 1250 41 .-----WATER HEATING SYSTEMS -ZONE 4---------------------------------- 0--- Type Efficiency StandbyLoss InputRate Gallons° --------------------- - - - -------------------- --------- - ------ ---- 0 1. > 75,000 Btuh 16.6 .01 600000 1250 41 .-----WATER HEATING SYSTEMS -ZONE 5---------------------------------- 0--- Type Efficiency StandbyLoss InputRate Gallons° --------- ---- ---- ------- ------------------------------ ---- ------ 6 1. > 75,000 Btuh 16.6 .01 600000 1250 ' 41 .-----ELECTRICAL POWER DISTRIBUTION ---------------------------------- 0___ OCHECKO Metering criteria in 413.1.ABC.1 have been met. 0 0 Transformer criteria in 413.1.ABC.2 have been met. 0 0 41 .-----MOTORS --------------------------------------------------- 0----- 0--- motor efficiencies in 414.1.ABC.1 have been met. 0 0 41 .-----LIGHTING SYSTEMS -ZONE 1--------------------------------------- 0--- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)0 -- ------- - -- ------------- - - -- -------------- --- ------ -- ---- ---- 0 Reading, T 1 On/Off 52 None 0 17500 111850 Total Watts for Zone 1 = 175000 Total Area for Zone 1 = 111850 41 .-----LIGHTING SYSTEMS -ZONE 2--------------------------------------- 0--- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)0 ------- ----------------- --- -------------- --- ------ ---------- 0 Reading, T 1 On/Off 31 None 8700 50500 Total Watts for Zone 2 = 87000 Total Area for Zone 2 = 50500 41 .-----LIGHTING SYSTEMS -ZONE 3--------------------------------------- 0--- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)0 -- ------- --- -------------- --- -------------- --- ------ ----------0 Reading, T 1 On/off 61 None 0 23000 143050 Total Watts for Zone 3 = 230098 Total Area for Zone 3 = 143058 41 .-----LIGHTING SYSTEMS -ZONE 4-------------------------------------- '8--- - Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)0 ---------- ----------------- ----------------- --- ------ ----------6 Re al ding, T 1 On/Off 16 None 0 8000 44806 Total Watts for Zone 4 = 80000 Total Area for Zone 4 = 44800 415.-----LIGHTING SYSTEMS -ZONE 5------------------------------------ ---0--- Space Type No control_ - - - -- Type No Control No Watts Area(Sgft)o - Reading, T 1 On/Off 58 None 0 22900 120700 Total Watts for Zone 5 = 229000 Total Area for Zone 5 = 120700 Total Watts = 801000 Total Area = 470900 °CHECK° Lighting criteria in 415.1.ABC have been met. 0 0 ------------------------------------------------------------------0-----0--- 16. HVAC load sizing has been performed. (407.1.ABC.1) 0 0 ------------------------------------------------------------------0-----0--- 17. Duct sizing and design have been performed. (410.1.ABC.1.2) 0 0 ------------------------------------------------------------------0-----0--- 18. Testing and balancing will be performed. (410.1.ABC.4) 0 0 ----------------------------------- --------------------- --- ------ 0 - - -- - 0 -- - 19. Operation/maintenance manual will be provided to owner.(102.1)0 0 ---------------------------------------------------------------------------- C:\> C:\> e ` Whol GVNb DESI COND MAX. COMP METH A. W PRES LIGH E L HVAC C III Building Performance Method for Commercial Buildings Form 40OA-94 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-94 Version 2.1 ;T NAME_SHERIFF'S ADMINISTRATION BL PERMITTING OFFICE: 3S: ST LUCIE C07TY ST. LUCIE COUNTY CLIMATE ZONE: _6 ST LUCIE COUNTY PERMIT NO: JURISDICTION NO: 661000 CNG TYPE: Business (Office) ZUCTION CONDITION: N,ew oonstrucEion d COMPLETION: Finished Building PIONED FLOOR AREA: 47090 NUMBER OF ZONES: 5 CONNAGE OF EQUIPMENT PER SYSTEM: 115 f ANCE CALCULATION: ) A ------------- i LE BUILDING IPTIVE REQUIREMENTS: NG 'ERIOR LIGHTING IHTING CONTROL REQUIREMENTS :QUIPMENT ,LING EQUIPMENT COP IPLV ,TING EQUIPMENT DESIGN CRITERIA 71 74 100.00 370.00 6500.00 2.80 2.70 11.00 2.80 . Ec 17.00 . Ec 17.00 . Ec 17.00 . Ec 17.00 . Ec 17.00 FA4 SYSTEM REQUIREMENTS 1. Variable Air Volume ( 1.12 . Variable Air Volume ( 1.03 . Variable Air Volume ( 1.14 AIR DISTRIBUTION SYSTEM INSULATION LEVEL 1. With Insulated Roof 6.00 .,With Insulated Roof 6.00 . With Insulated Roof 6.00 .'With Insulated Roof 6.00 5 With Insulated Roof_ 6.00 WATER HEATING EQUIPMENT 1. Et 16.60 SL 0.01 2. Et 16.60 SL 0.01 . Et 16.60 SL 0.01. 1. Et 16.60 SL 0.01 5. Et 16.60 SL 0101 PIPING INSULATION REQUIREMENTS L. Circulating 2.00 a. Circulating 2.00 0.80 0.80 0.80 0.80 0.80 1.25 1.25 1.25 6.00 6.00 6.00 6.00 6.00 0.77 0.03 0.77 0.03 0.77 0.03 0.77 0.03 0.77 0.03 1.00 1.00 RESULT PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASPS PAS§jES PAS'§IES PA.95E5 PASSES PASSES I sp la F1 I: in Ef 3. Circulating 4. Circulating 5. circulating PLIANCE CERTIFICATION: areby ce&hat the plans and ificatired b t is calcu- ion are t the rida Ene c dePARED BY reby certify that this building is Dmpliance with the Florida Energy _iency Code. R/AGENT: PLU 4BING EL TRI LI TIN (*) Sign by egis be sed 2.00 1.00 PASSES 2.00 1.00 PASSES 2.00 1.00 PASSES Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Codd. Before construction is completed, this building will be inspectdd for compliance in accordance with Section 553.908, Florida Statutes. BUILDING OFFICIAL: DATE: certify(*) that the system design is in compliance with the Florida fficiency Code. SYSTEM DESIGNER REGISTRATION/STATE T : AL: CAL: ►4 40 bv�ig ��'�i�oI -1 t�L G x ature is required where Florida law requires design to be performed tered design professionals. Typed names and registration numbers may where all relevant information is contained on signed/sealed plans. 401.-- I Elevat y West-- I South Elevat West North BUILDING INFORMATION COMPLIANCE CHECK ---GLAZING--ZONE 1------------------------------------------------ V- on Type; U SC VLT Shading Area(Sgft)° -- --------------- ---- ---- ---- ----------° Commercial 0.92 1 1 None 150° Commercial 0.92 1 1 None 2000 Total Glass Area in Zone 1 = 3500 ---GLAZING--ZONE 2------------------------------------------------ V- on' Type U SC VLT Shading Area(Sgft)° ----------------- ---- ---- ---- -------------- ---------- Commercial 0.92 1 1 None 75 o Commercial 0.92 1 1 None 1500 Total Glass Area in Zone 2 = 2250 ---GLAZING--ZONE 3------------------------------------------------ v- on Type U SC VLT Shading Area(Sgft)° -- --- ----------- - •--- - --- - ---- ------ - --- ------------- ° Commercial 0.92 1 1 None 125° Commercial 0.92 1 1 None 175° Commercial 0.92 1 1 None 135° Commercial 0.92 1 1 None 610 Total Glass Area in Zone 3 = 4960 GLAZING --ZONE 4------------------------------------------------ v- on Type U SC VLT Shading Area(Sgft)° -- ---- - -- - - --- - - - ------- -- - -- -- - - ° Commercial 0.92 1_ 1 None 1500 Total Glass Area in Zone '4 = 1500 ---GLAZING--ZONE 5-1, -----------------------------------------------v- on Type I U SC VLT Shading Area(Sgft)° - ---- ------ --. - -- ---- ---- -- - -------- -- -- -- ------ ° Commercial 0.92 1 1 None 175° Commercial 0.92 1 1 None 1500 Commercial 10.92 1 1 None 1350 Total Glass Area in Zone' 5 = 4600 Total Glass Area = 16810 ---WALLS--ZONE 1-- ------------------------------------------------- on Type U Added R Gross(Sgft)° - --- --- --- - -- - - - - - - - -- - -- ----------- ° 411 Face Brick + Air Space/Ins. + 0.112 0 17250 411 Face Brick.+ Air Space/Ins.+ 0.112 0 14500 4" Face Brick + Air space/Ins. + 0.112 0. 5000 t Frame Wall + I" Ins. 0.178 0 25880 Total Wall Area in Zone 1 = 62630 ---WALLS--ZONE 2------------------------------------------------ 0--- on Type U, Added R Gross(Sgft)° -------------------- -------------- --- -- ------- ----- ------ °. 411 Face Brick +.'Air'Space/Ins. + 0.-112 0 5630 4" Face Brick + Air-Space/Ins. + 0.112 0 9000 t Frame Wall + 1" Ins. 0.178 0 25630 Total Wall Area in Zone 2 = 40250 ---WALLS--ZONE 3-------------------------- ------------------ °- on Type U Added R Gross(Sgft)° --'---------------�------ ---- ----- --------------° 4" Face Brick + Air Space/Ins. + 0.11.2 0 7130 4" Face Brick + Air Space/Ins. + 0.112 0 11750 4" Face Brick+ Air Space/Ins.. +. 0.112 0 2470 t Frame Wall + 1" Ins. 0.178 0 25250 t Frame Wall + 1" Ins. 0.178 0 4210 Total Wall Area in Zone 3 = 50800 ---WALLS--ZONE 4------------------------------------------------- 0--= on Type U Added R Gross(Sgft) a 411 Face Brick + Air Space/Ins. + 0.112 0 15000 - ---------------------------------- 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 21 Total Door Area in Zone 2 = 210 •--DOORS--ZONE 3------------------------------------------------ 0--- in Type U Area(Sgft)0 -- ------------------------------ 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 420 Total Door Area in Zone 3 420 --DOORS--ZONE 4---------------------------------------0--- in Type U Area(Sgft) -------------- -''------------------------- North 1-3/4 Steel DooriFiberglass/Mineral woo 0.60 630 Total Door Area in Zone 4 =630 '403.--- --DOORS--ZONE 5--- -------------------------- -- Elevati n Type U Area(Sgft) --- - - -- - -- ---- -- ---- -- -- ----- ------------ - ----- ---- -- ---- - - °. East 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 420 East 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 210 Total Door Area in Zone 5 = 630 Total Door Area = 3150 404.-----ROOFS--ZONE 1------------------------------------------------ 0--- Type Color U Added R Area(Sgft)° -- -- - -- ----- -- ---- --- -- -- -- - - - -- ------ -- --- ---- - -- --- --- ---- ° Steel S eet with 1" Insulation Medium 0.213 9 111850 Total Roof Area in Zone 1 = 111850 4'04.-----ROOFS--ZONE 2--- --------------------------------------------0--- Type Color U Added R Area(Sgft)0 ------- -- ---- ---- - -- - ---- - - - -- --- -- -------------- ° 'Steel S eet with 1" Insulation Medium 0.213 9 50500 I Total Roof Area in Zone 2 50500 404.--- --ROOFS--ZONE 3--,°--- (Type Color UAddedRAreaS ft° ----------------------------------- ---- - --- --- --------0 Steel Sheet with 1" Insulation Medium 0.213 9 143050 404 ROOFS --ZONE 4------- - Total Roof Area in Zone 3 = 143050 ----- steel East 4" Face Brick + Air Space/Ins. + 0.112 0 3750 Adjace t Frame Wall + 1" Ins. 0.178 0 20750 Total Wall Area in Zone 4 = 39500 402.-- ---WALLS- ZONE 5------------------------------------------------- 0--- Elevation Type U Added R Gross(Sgft)° - ----- -- - ----- -- - -- - - --- -- - - -- ---------- ----- - --- - -- - - -- - -- ---- ° East 4" Face Brick + Air Space/Ins. + 0.112 0 18500 South 4" Face Brick +'Air Space/Ins. + 0.112 0 11880 Adjacent Frame Wall -+ 1" Ins. 0.178 0 20500 Adjacent Frame Wall + 1" Ins.. 0.178 0 4210 Total Wall Area in Zone- 5 = 55080 Total Gross Wall Area = 24825 403.-- ---DOORS--ZONE 1-- -------------------=------------------------0--- Elevat'on Type U Area(Sgft)o ------ -- -- ---- --- ---- ---- -------------------- -- -- - ---- ----------- ° West 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 420 West 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 420 North 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 420 Total Door Area in Zone 1 = 126 403.- -DOORS--ZONE 2------------------------------------------------ °- Elevati n Type U Area(Sgft)0 West >'403 . -- Elevat North Elevat Color -------0--- __ __-_-- U Added R Area(Sgft)o got with 1" insula�t on Medium 0.213 --- - ---------° 404- Total Roof Area in Zone 4 =� 44809 T --RQQFS--�ZONF 5---�------ 44800 -------- Color U Added R Area(Sgft)R µ. ------ --- - - --------------- - 0 Steed. Sheet with 1" Insulation Medium 0,213 9 120700 Total Roof Area ift Zone 5 = 120706 Total Roof Area = 470900 -4-0.5. ----FLOORS-ZONE 1------------------------------------------------ 0--- Type R Area(Sgft)0 ---------------W------ww------------------------------ ----0 Slab on Grade/Uninsulated 0 111850 Total Floor Area in Zone 1 = 111850 405.- ----FLOORS-ZONE 2----------------------------------- -------------- 0--- Type R Area(Sgft)° ,.----------------- --- --- ----'- - - - - - ---- - - -- --- - - - ------ - ---- ---- - 0 Slab on Grade/Uninsulated 0 50500 Total Floor Area in Zone :2 = 50500 405------- FLOORS -ZONE 3---------------------------------- -------------- 0--- Type R Area(Sgft)0 ------------- ------------------- - - - ------------- --- ---- --------- - 0 Slab on Grade/Uninsulated 0 143050 Total Floor Area in Zone 3 = 143050 405.- --FLOORS-ZONE 4------------------------------------------------ 0--- Type R Area(Sgft)0 ---- - ----- -- --- ------ -------------- ---- - -- --- - ----- - - -- --- ---- ° Slab cn Grade/Uninsulated 0 44800 Total Floor Area in Zone 4 = 44800 405------- FLOORS -ZONE 5----------------------------------------- -----0--- Type R' Area(Sgft)° '----- ---------=--------- - - ----- - ------------ - - - -- --- -- ---------- ° Slab cn Grade/Uninsulated - 0 120700 Total Floor Area in Zone 5 = 120700 Total Floor Area = 470900 406.- ----INFILTRATION--------------------------------------------------0--- °CHECK° I' filtration Criteria in 406.1.ABC.1 have been met. 0 0 407 ------- COOLING SYSTEMS ----------- ------------------------------- ----- 0--- T pe No Efficiency IPLV Tons° - ---- -- ----- -- - ------ - ----- - - - - -- -- ---- - - ---- --- -- -- -- --- -- ° 1. With Condenser 1 2.8 11 114.830 2. Served by Previous Zone Cool 0.000 3. Served by Previous Zone Cool 0.000 4. Served by Previous Zone Cool 0.000 ' 5."S'rved by Previous Zone Cool 0.000 408:_ ----HEATING SYSTEMS ----------------------------------------------- 0--- T pe No Efficiency BTU/hr0 - --- ------------- -- ------ - ----- ' --- - ----- - -- - - ----- ------ 0 1. Gas Fired >= 300,000 Btu/h (S 1 17 7000000 2. Gas Fired >= 300,000 Btu/h (S 1 17 7000000 3. Gas Fired >= 300,000 Btu/h (S 1 17 7000000 4. Gas Fired >= 300,000 Btu/h (S 1 17 7000000 5. Gas Fired >= 300,000 Btu/h (S 1 17 7000000 '409.- ----VENTILATION---------------------------------------------------0--- °CHECK° V ntilation Criteria in 409.1.ABC.1 have been met. 0 410. ---AIR DISTRIBUTION SYSTEM ------------------------ -------------- --0— A U Type Duct Location R-value° ------------------------------------------------------------- Variable l,.Air Volume (VAV) With Insulated Roof 60 2 Variable Air Volume (VAV) With Insulated Roof 60 3. Variable Air Volume (VAV) With Insulated Roof 60 4. Variable Air Volume (VAV) With Insulated Roof 60 5. Variable Air Volume (VAV) With Insulated Roof 60 _ 411------ PUMPS AND PIPING -ZONE 1---------- ----------------------------- 0-- Type R-value/in Diameter Thickness° 1» Circulating -------3.7 ---------- ------ ---° -- 22 20 411...--`--PUMPS AND PIPING -ZONE 2------------- Type ------------------------ circulating .--- -PUMPS AND PIPING -ZONE Type ------------------------ Circulating -- -PUMPS AND PIPING -ZONE Type ------------------------ Circulating .-----PUMPS AND PIPING -ZONE Type I ------------------ Circulating -----WATER HEATING Type ------------------ > 75,000 Btuh -----WATER HEATING R-value/in Diameter Thickness ------ --- - ---- --------- ° 3.7 2 2° 3----------------- --- -----------------0--- R-value/in Diameter Thickness° ---------- --------------- 3.7 2 20 4--------------------------------------- 0 R-value/in Diameter Thickness° ----- ---- --------- ---- ---- - 0 3.7 2 2° 5--------------------------------------- 0--- R-value/in Diameter Thickness ---------------------------0 3.7 2 2° SYSTEMS -ZONE 1------------ -------------------0-- Efficiency StandbyLoss InputRate Gallons° ---- -- ---- - - - - - - -- - -- - - --- ------ ---- --- --- ---- °. 16.6 .01 600000 1250 SYSTEMS -ZONE 2---------------------------------- 0--- Efficienc Standb Loss InputRate Gallons° Type ----- -- ----- -- -- -------- y y ---------- ------ --- - -- -------- - --- -- - --- ° > 75,000 Btuh 16.6 .01 600000 1250 -----WATER HEATING SYSTEMS -ZONE 3---------------------------------- °--- Type Efficiency StandbyLoss InputRate Gallons° ------------------ ------ ---- -- ---- - --------- ------ --- - --------- - 0 > 75,000 Btuh 16.6 .01 600000 1250 .-----WATER HEATING SYSTEMS -ZONE 4---------------------------------- 0--- Type Efficiency StandbyLoss InputRate Gallons° -- --- -- -- ----- - - ---- -------------- ------ - - - - -- - ---- --- ---------- 0 > 75,000 Btuh 16.6 .01 600000 1250 -----WATER HEATING SYSTEMS -ZONE 5---------------------------------- 0--- Type Efficiency StandbyLoss InputRate Gallons° ---- -------------------- - - - - - -- --- - --------- ---- ---- -- - - -- --- --- ° > 75,000 Btuh 16.6 .01 600000 1250 -----ELECTRICAL POWER DISTRIBUTION ---------------------------------- 0--- °CHECK° Metering criteria in 413.1.ABC.1 have been meta 0 ° Transformer criteria in 413.1.ABC.2 have been met. 0 ° .-----MOTORS --------------------------------------------------- 0-----0--- Motor efficiencies in 414.1.ABC.1 have been met. ° ° .-----LIGHTING SYSTEMS -ZONE 1--------------------------------------- 0--- ce Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)0 ------- - -- -------------- --`------- - - - - -- - - - - ----- - -- --- ----- ° ding, T 1 On/Off 52 None 0 17500 111850 Total Watts for Zone I = 175000 Total Area for Zone 1 = 111850 41 .-----LIGHTING SYSTEMS -ZONE 2---------------------------------------0--- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)° -------------- -- ----- ----- ---- - -- ------ -- ------ -- ° Re ding, T 1 On/Off 31 None 8700 50500 Total Watts for Zone 2 = 87000 Total Area for Zone 2 = 50500 41 ------LIGHTING SYSTEMS -ZONE 3------------------------------------- s --- 6p ce Type No Control Type 1 No Control Type 2 No Watts Area(Sgft--)o �- ------ - ------ ---- - ---- ------- - ke ding, T 1 On/Off 61 None O'�23000 143d§0 Total Watts for Zone 3 = 23od80 Total Area for Zone 3 = 143d§o-_- 41 .-----LIGHTING SYSTEMS -ZONE 4--------------------------------- Gp ce Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)° �------'- -...T--...+�.-.-----'��._.� -- .-z t.a�asea��c.�� -a as ��a�a�. aam.aammmalQ �e ding,'T 1 On/Off 16 None 0 8000 440 Total Watts for Zone 4 - 80000 Total Area for Zone 4 = 44800 415.- ---LIGHTING SYSTEMS -ZONE 5--------------------------------------- 0--- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)O -- -- - ----- - --- - -- - -------- -- --- - - - ----- -- 0 Readi g, T 1 On/Off 58 None 0 229:00 120700 Total Watts for Zone 5 = 229000 Total Area for Zone 5 = 120700 Total Watts = 801000 Total Area = 470900 OCHECKO Lighting criteria in 415.1.ABC have been met. 0 0 ----- - - ----- ------------ ------ --- ----------- - - ------------------ 0 ----- 0 --- 16.. H AC load sizing has been performed. (407.1.ABC.1) 0 0 ----- ------- --- ---------------- -- - -- ---- ----------------------- 0 ----- 0 --- 17. D'ct sizing and design have been performed. (410.1.ABC.1.2) 0 0 --- -- --- ----- ----- --- ---------- - ---- -- ---------------------- - --- 0 ----- 0 --- 18. Testing and balancing will be performed. (410.1.ABC.4) --- -- ------- -- --- ------------- - - - - -- ----------------------- ----- 0 ----- 0 --- 19. 0 eration/maintenance manual will be provided to owner.(102.1)0 0 ------------------------------------------------------------------- ------ C:\> Whole OWNER: AGENT:. BUILDI CONSTR DESIGN CONDIT MAX. T CKe]Clja l METHOD uilding Performance Method for Commercial Buildings Form 40OA-94 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Depa tment of Community Affairs FLA/COM-94 Version 2.1 NAME SHERIFF'S ADMIN. MAINT. BLD PERMITTING OFFICE: --ST LUCIE COUNTY ST. LUCIE COUNTY CLIMATE ZONE: 6 ST. LUCIE COUNTY PERMIT NO: _?- JURISDICTION NO: 661000 3 TYPE: Business (Office) CTION CONDITION: New construction COMPLETION: Finished Building CNED FLOOR AREA: 3932 NUMBER OF ZONES: 3 9NAGE OF EQUIPMENT PER SYSTEM: 1 NCE CALCULATION: A.-WHOLV BUILDING DESIGN CRITERIA RESULT 89 91 100.00 PASSES PRESCRIPTIVE REQUIREMENTS: LIGHTIN EXTERIOR LIGHTING 0.00 2225.00 PASSES LIGH ING CONTROL REQUIREMENTS PASSES HVAC EQ IPMENT COOL LNG EQUIPMENT 1. EER 9.80 8.88 PASSES 2. EER 9.50 8.66 PASSES HEAT NG EQUIPMENT AIR ISTRIBUTION SYSTEM INSULATION LEVEL 1.. Conditioned Space 0.50 0.00 N/A 2. Conditioned Space 0.50 0.00 N/A 3. No Ducts 0.00 0.00_ N/A WATER H ATING EQUIPMENT 1. EF 0.75 0.54 PASSES PIPING INSULATION REQUIREMENTS 1. Non -Circulating --------------------------------------------------------------------- 1.50 1.00 PASSES COMPLIANCE CERTIFICATION: I hereb cert'fy t at the plans and specifi ation o eregby calcu- lation re i c athe Florida Ener ic'PREPARE BY•BATE: I helaby certify that this building is in CORP 2an06 with the Florida Energy Efficie y Code. Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be WpeCted for compliance in aCCordance with Section 553.608, Florida Statutes. - BUILDING OFFICIAL: DATE: ER/AGENT: I ereby certify(*) that the system design is in compliance with the Florida rgy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE HITECT HANICAL: RS00 14310 IEL MBING {i t CTRICAL J &- NlC 914 Al 1 PL HTING 1/ n..—_.;s.... — .,. ,......., +,--A ...1, ..,.... vI -.,-•.ice ln.o rorc..i rcc Accirn Yn hP nIP fn'ri ad registered design professionals. Typed names and registration numbers may used where all relevant information is contained on signed/sealed plans. 461 Ele Wes 401 Ele Wes 401 Ele 402 Ele 402 402 Ele ' Adj� 403 Ele, 403 Ele Nor 403 Ele tea_ Wes Nor Eas Wes Eas 404 BUILDING INFORMATION COMPLIANCE CLICK ------GLAZING--ZONE 1------------------------------------------------ v- ation Type U SC VLT Shading Area(Sgft)0 - ---- - ---- ------ --- ---- ---- --- ----- - ---- --- ----------- 0 Commercial 1.31 .7 1 None 120 Total Glass Area in Zone 1 = 120 ------GLAZING--ZONE 2------------ - ----------------------------v- ationType U SC VLT Shading Area(Sgft)0 ----- --------------- ---- ---- --- ----------------0 Commercial 1.31 .7 1 None 120 Total Glass Area in Zone 2 = 120 ------GLAZING--ZONE 3------------------------------------------------ v- ation Type U SC VLT Shading Area(Sgft)0 -------------------- ---- ---- ---- ------------------------0 h Commercial 1.31 .7 1 None 00 Total Glass Area in Zone 3 = 00 Total Glass Area = 240 ------WALLS--ZONE 1------------------------------------------------ 0--- ation Type U Added R Gross(Sgft)0 ----- ---- -- ----------- --------------- ' ----- --- ---- --- --- ----- 0 h L & Hvywt. Concrete Block + 8" L 0.294 O 1630 L & Hvywt. Concrete Block + 8" L 0.294 0 1520 Total Wall Area in Zone 1 = 3160 ------WALLS--ZONE 2------------------------------------------------ 0--- ation Type U Added R Gross(Sgft)0 --- -- - --- ----------- -- - ----- ------ - --- - - ----- --- ------ 0 L & Hvywt. Concrete Block + 8" L 0.294 0 1520 h L & Hvywt. Concrete Block + 811 Z 0.294 0 2400 Total Wall Area in Zone 2 = 3920 ------WALLS--ZONE 3------------------------------------------------ 0--- ation Type U Added R Gross(Sgft)0 ---- - - ---------- - --- - ---------------- -- -- - ------ - ----- --- --- 0 Metal Curtain Wall + With Air Sp 0.230 0 9470 h L & Hvywt. Concrete Block + 8" L 0.294 0 8170 Metal Curtain Wall + With Air Sp 0.230 0 9470 h L & Hvywt. Concrete Block + 8" L 0.294 0 5550 cent L & Hvywt. Concrete Block '+ 8" L 0.294 0 3920 L & Hvywt. Concrete Block + 8" L 0.294 0 3270 Total Wall Area in Zone 3 = 39850 Total Gross Wall Area = 46920 - ---DOORS--ZONE- 1------------------------------------------------ 0--- ation Type, U Area(Sgft)0 ------------------------------------- -------- ---------------0 h 1-3/8 Wood boor -Hollow core flush_ 0.47 00 Total Door Area in Zone 1 = 00 ------DOORS--ZONE '2------------------------------------------------0--- ation Type U Area(Sgft)0 ---- - -- -- -- - -- --- ---- - ---------------- -- -- - - - --- -- -- -- - ---- - 0 h 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 00 Total Door Area in Zone 2 = 00 ------DOORS--ZONE 3------------------------------------------------ 0--- ation Type U Area(Sgft)° _ _ _ _ --_ __ ---- _ ----_ - -- -- .......... O 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 56go h 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 20)8 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 560)0 1-3/4-Steel Door-Fiberglass/Mineral woo 0.60 20)m 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 20�9 Total Door Area in Zone 3 = �1Oo Total Door Area =_1180 ------ROOFS--ZONE 1---------------------------------- 0 0--- Color U Added R Area(Sgft)a ------- ----- --- ---- ----------•- ----- - ---------------------- ° Sheet with 1" Insulation Light0.213 30 930 Total Roof Area in Zone 1'= 930 ----ROOFS--ZONE 2------------------------ -------------0--- Color U Added R Area(Sgft) ------- ------------------- -- -- ----- ----- ----------------- ° Sheet with 1" Insulation Light 0.213 30 1390 Total Roof Area in Zone 2 = 1390 ----ROOFS--ZONE' 3------------------------------------------------ 0--- Color U Added R Area(Sgft)0 -------------------------- ---- ------ ----- ------ ---------- ° Sheet with 11' Insulation Light 0.213 30 25000 Sheet with 1" Insulation Light 0.213 30 12000 Total Roof Area in Zone 3 = 37000 Total Roof Area = 39320 ----FLOORS-ZONE 1------------------------------------------------ 0--- R Area(Sgft)° ------------------------------------------ ------- --------- ° n Grade/Uninsulated 0 930 Total Floor Area in Zone 1 = 930 ----FLOORS-ZONE 2------------------------------------------------ 0--- R Area(Sgft) -------- -- ------ ---- - --- --- - - - - - -- -- ----- --------- ---------- ° n Grade/Uninsulated 0 1370 Total Floor Area in Zone 2 137° ----FLOORS-ZONE 3------------------------------------------------ 0--- R Area(Sgft)0 -------- ------ --- ------------------------- ------- ----- ----- 0 n Grade/Uninsulated 0 37020 Total Floor Area in Zone 3 = 37020 Total Floor Area = 39320 ---- INFILTRATION -------------------------------------------------- 0--- °CHECK° filtration Criteria in 406.1.ABC.1 have been met. ° ° ---COOLING SYSTEMS ----------------------------------------------- 0--- pe No Efficiency IPLV' Tons -------------------------- ------------- - -° :*aged Terminal Unit 1 9.8' 10 0.570 --kaged Terminal Unit 1 9.5 10 0.700 Cooling System 0 0 0 0.000 ----HEATING SYSTEMS ----------------------------------------------- 0--- pe No Efficiency BTU/hr° -------------------- - --------- -- -- - - -------------------- ° Heating System 1 2.7 64000 Heating System 1 2.8 82000 Heating System 0 0 00 ---- VENTILATION --------------------------------------------------- 0--- °CHECK° ntilation Criteria in 409.1.ABC.1 have been met. 0 0 ---AIR DISTRIBUTION SYSTEM ---------------------------------------- 0--- J Type Duct Location R-value° ----- --- -- - - - - -- - -- --- -- - -- --- - ---- - 0 lit / PTAC Air Conditioner Conditioned Space .50 Lit / PTAC Air Conditioner Conditioned Space .50 ne (Unconditioned Zone) No Ducts 00 ---PUMPS AND PIPING -ZONE 1--------------------------------------- °-_- pe R-value/in Diameter Thickness° ---------- --- ---- -- --- ---------- - -- ---- - --------- ° rculating ° ---PUMPS AND PIPING-ZQX 2 _� -- R-value%in Diameter Thickness° ,-Circulating w_r�r....ww_ �nrww+win. •*--w�,.c --PUMP'S AND PIPING -ZONE 3 -- 412. 412. 412. C:\> ype R-value/in Diameter Thickness° ----- ----- ------ ------- ---------- -------- --------- 0 on -Circulating 3.7 1 1.50 ----WATER HEATING SYSTEMS -ZONE 1---------------------------------- 0--- ype; Efficiency StandbyLoss InputRate Gallons0 -- --------------------- -- -- -- -- ------------ --------- - ---------- ° ----WATER HEATING SYSTEMS -ZONE 2---------------------------------- 0 ype Efficiency StandbyLoss InputRate Gallons° --------------------------------- ---------- ---------- ----------0 ----WATER HEATING SYSTEMS -ZONE 3---------------------------------- 0-- ype Efficiency StandbyLoss InputRate Gallons° ----------------- --- -- ---------- - --- ------ ---------- -- ------- ° =75,000 Btuh .75 .01 4.5 400 ----ELECTRICAL POWER DISTRIBUTION----------------------------------0--- OCHECK° etering criteria in 413.1.ABC.1 have been meta ° ransformer criteria in 413.1.ABC.2 have been met. ° MOTORS--------------------------------------------------- 0----- 0-- otor efficiencies in 414.1.ABC.1 have been met. ° 0 ----LIGHTING SYSTEMS -ZONE 1--------------------------------------- 0-- Type No Control Type "1 No Control Type 2 No Watts Area(Sgft)0 ----- - -- ---------- ---- ----------------- - -- - --- -- --- --- ---- ° ng, T 1 On/Off 2r None 0 165 930 Total Watts for Zone 1 = 1650 Total Area for Zone 1 = 930 ----LIGHTING SYSTEMS -ZONE 2--------------------------------------- 0-- Type No Control Type I No Control Type 2 No Watts Area(Sgft)0 -- - ------------- -- --- --------- --- -- --- -------- 0 nting 1 On/Off 2 None 0 287 1370 Total Watts for Zone 2 = 2870 Total Area for Zone 2 = 1370 ----LIGHTING SYSTEMS -ZONE 3----- --------------------------°--- Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)0 -- --- --- ---------- --- ------------ -- -- - --- --- --- -------- -- ° ce St 1 On/Off 2 None 0 2900 29000 Acti 1 On/Off 2 None 0 154 5160 t and 1 On/Off 2 None 0 119 1490 Total Watts for Zone 3 = 31730 Total Area for Zone 3 = 35650 Total Watts = 36250 Total Area - 37950 °CHECK° ighting criteria in 415.1.ABC have been met. ° ° ------------------------------------------------------------- 0----- 0--- VAC load sizing has been performed. (407.1.ABC.1) 0 0 - -- ------ --- --- - -- - -- -- --- - ° - --- ° --- uct sizing and design have been performed. (410.1.ABC 1.2) ------- ---- --- ------- ------ --- --------- --------------- ----- 0 -- --- 0 --- esting and balancing will be performed. (410.1.ABC.4) 0 ° ----- ------ --- ------ - - ----- -- - -- - - ------ - -- - -- --- ° - peration/maintenance; manual will be provided to owner.(102.1)0 Oho MAX HV WA F4 Building Performance Method for Commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department, of Community Affairs FLA/COM-94 Version 2.1 CT NAME SHERIFFS ADMINISTRATION BL SS: ST LUCSE COUNTY ST-LUCIE COUNTY Form 40OA-94 PERMITTING OFFICE: ST. LUCIE COUNTY CLIMATE ZONE: 6 PERMIT NO: ?T JURISDICTION NO: 661000 ING TYPE: Business (Office) RUCTION CONDITION: New construction N COMPLETION: finished Building TIONED FLOOR AREA: 47090 NUMBER OF ZONES: TONNAGE OF EQUIPMENT PER SYSTEM: 115 IANCE CALCULATION: D A DESIGN CRITERIA ---- ------ -------------- OLE BUILDING 71.74 100.00 RIPTIVE REQUIREMENTS: ING TERIOR LIGHTING 370.00 6500.00 GHTING CONTROL REQUIREMENTS EQUIPMENT OLING EQUIPMENT 1. COP 2.80 2.70 IPLV 11.00 2.80 EATING EQUIPMENT 1. Ec 17.00 0.80 2. Ec 17.00 0.80 3. Ec 17.00 0.80 4. Ec 17.00 0.80 5, Ec 17.00 0.80 AN SYSTEM REQUIREMENTS 1. Variable Air Volume ( 1.12 1.25 2. Variable Air Volume 1.03 1.25 3. Variable Air Volume ( 1..14 1.25 IR DISTRIBUTION SYSTEM INSULATION LEVEL 1. With Insulated Roof 6.00 6.00 2. With Insulated 'Roof 6.00 6.00 3. With Insulated Roof 6.00 6.00 4. With Insulated Roof 6.00 6.00 5. With Insulated Roof 6.00 6.00 R HEATING EQUIPMENT 1. Et 16.60 0.77 SL 0.01 0.03 2. Et 16.60 0.77 SL 0.01 0.03 3. Et 16.60 0.77 SL 0.01 0.03 4. Et 16.60 0.77 5. SL Et 0.01 0.03 SL 16.60 0.77 IPING INSULATION REQUIREMENTS 0.01 0.03 I. Circulating 2.00 1.00 2. Circulating 2.00 1.00 5 RESULT PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES POSES PA§SES ,SSES PAS, ,SEES PAS£ PASSES PAkE ES 3 4 I her speci latio Flori PREPA DATE: I her in cc Effic Circulating 2.00 1.00 PASSES Circulating 2.00 1.00 PASSES Circulating 2,00 1100 PASSES ------------------------------------------------------- CE CERTIFICATION: y ceIf that the plans and catiovered b his calcu- arec the En certify that this building is fiance with the Florida Energy cv Code. Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Florida Statutes. BUILDING OFFICIAL: DATE: by certify(*) that the system design is in compliance with the Florida Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE ECT : CAL: !a. W vLe*{p <k nbbbZ ( JF-L G M, K CAL • , as WM S G u tered design professionals. Typed names and registration numbers may where all relevant information is contained on signed/sealed plans. 401.---- -GLAZING--ZONE Elevati ------- Type ------------ West Commercial South Commercial 401.--- --GLAZING--ZONE Elevati n Type West Commercial North Commercial 401.--- --GLAZING--ZONE Elevati n Type ------- North - ------------ Commercial South Commercial South Commercial West Commercial 401.--- - Elevati n North LAZING- -ZONE Type BUILDING INFORMATION COMPLIANCE CHECK 1------------------------------------------------ v- U SC VLT Shading Area(Sgft)° •- ---- ---- ------------------ ---------- 0 0.92 1 1 None 1500 0.92 1 1 None 2000 Total Glass Area in Zone 1 = 350° 2----------------------------------- U SC VLT Shading Area(Sgft)° •- ---- ---- ------------------ ---------- ° 0.92 1 1 None 750 0.92 1 1 None 1500 Total Glass Area in Zone 2 2250 3------------------------------------------------ V- U SC VLT Shading Area(Sgft)° - ---- ---- ---- -------------- 0.92 1 1 None 1250 0.92 1 1 None 1750 0.92 1 1 None 1350 0.92 1 1 None 610 Total Glass Area in Zone 3 = 4960 4------------------------------------------------ U Sc VLT Shading Area(Sgft)0 --------------- ---- ---- --- -------------- ----------0 Commercial 0.92 1 1 None 401.--- --GLAZING--ZONE Elevati n Type East Commercial South Commercial South Commercial 402.--- Elevati West South North Adjacen 402.--- Elevati West North Adjacen 402.--- Elevati, North South West Adjacen Adjacen 402.-- Elevati North Total Glass Area in Zone 4 = 1500 5------------------------------------------------ U -- SC VLT Shading Area(Sgft)° - - - ---- ------------------ ---------- ° 0.92 1 1 None 1750 0.92 1 1 None 1500 0.92 1 1 None 1350 Total Glass Area in Zone 5 = 4600 Total Glass Area = 1681° --WALLS--ZONE 1------------------------------------------------ 0--- n Type U Added R Gross(Sgft)° ------------------ - - - - ----------- -- --------------------- ° 4" Face Brick + Air Space/Ins. + 0.112 0 1725.0 4" Face Brick+ Air Space/Ins. + 0.112 0 14500 4" Face Brick + Air Space/Ins. + 0.112 0 5000 Frame Wall + 1" Ins. 0.178 0 25880 Total Wall Area in Zone 1 = 62630 --WALLS--ZONE 2------------------------------------------------ 0--- n Type U Added R Gross(Sgft)° - ------------------------------ ---- 4" Face Brick + Air Space/Ins. 4" Face Brick + Air Space/Ins. Frame Wall + 1" Ins. Total Wall --WALLS--ZONE 3 ----------------- n Type 4" Face Brick + Air Space/Ins. 4" Face Brick + Air Space/Ins. 4" Face Brick +. Air space/Ins. Frame Wall + 1" Ins. Frame Wall + 1" Ins. Total Wall --WALLS--ZONE 4 ----------------- Type ------------- 4" Face Brick + 0.112 0 5630 + 0.112 0 9000 0.178 0 25630 Area in Zone 2 = 4025° -------------------------------0 --- U Added R Gross(Sgft)° - ----- ------- ---------0 + 0.112 0 710 + 0.112 0 11750 + 0.112 0 2470 0.178 0 25250 0.178 0 4210 Area in Zone 3 = 50800 + Air Space/Ins. + - - - - - - - - - - - - - - - - - - - - - - - - 0 U Added R Gross(Sgft)° ----- ------------0 0.112 0 15000 East 4" Face Brick + Air Space/Ins. + 0.112 0 3750 Adjacent Frame Wall + 1" Ins. 0.178 0 20750 Total Wall Area in Zone 4 = 3950° 402.---- -WALLS--ZONE 5------------------------------------------------0--- Elevatioi Type U Added R Gross(Sgft)° — ---- --- ----- — — — --- — -- — -- ----- ----- ----- — ---- -- --- — --- ---- ° East 4" Face Brick + Air Space/Ins. + 0.112 0 18500 South 4" Face Brick + Air Space/Ins. + 0.112 0 11880 Adjacent Frame Wall + 1" Ins. 0.178 0 20500 Adjacent Frame Wall + 1" Ins. 0.178 0 4210 Total Wall Area in Zone 5 = 5508° Total Gross Wall Area = 24825° 403.---- -DOORS--ZONE 1 ------------------------------------------------ Elevatio Type U Area(Sgft)° -------- ------------------------------------------ ----- ---------- ° West 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 420 West 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 420 North 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 420 Total Door Area in Zone 1 = 126° 403.---- -DOORS--ZONE 2------------------------------------------------0--- Elevatioi Type U Area(Sgft)0 -------- ------------------------------------------ West 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 210 Total Door Area in Zone 2 = 210 403.---- -DOORS--ZONE 3------------------------------------------------0--- Elevatioi Type U Area(Sgft)° -------- ------------------------------------------ ----- ---------- North 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 420 Total Door Area in Zone 3 = 420 403.---- -DOORS--ZONE 4 ---------------------------------------------------- Elevation Type U Area(Sgft)° -------- ------------------------------------------ ----- ---------- ° North 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 630 Total Door Area in Zone 4 = 630 403.---- -DOORS--ZONE 5------------------------------------------------ 0--- Elevation Type U Area(Sgft)° -------- -------------- -- — — — — —--------------------- ----- ---------- ° East 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 420 East 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 210 Total Door Area in Zone 5 = 630 Total Door Area = 3150 404.--- --ROOFS--ZONE 1------------------------------------------------ 0--- Type Color U Added R Area(Sgft)° ------- ----------------- ----------- ------ ------------ ---------- ° Steel Sleet with 1" Insulation Medium 0.213 9 111850 Total Roof Area in Zone 1 = 11185° 404.--- --ROOFS--ZONE 2------------ ----- ----- -------- ------------------ 0--- Type Color U Added R Area(Sgft)° ------- -- — — --- ----- — — — — — — — — -- ------ ------ ------------ ---------- ° Steel Sleet with 1" Insulation Medium 0.213 9 50500 Total Roof Area in Zone 2 = 5050° 404.--- --ROOFS--ZONE 3------------------------------------------------0--- Type Color U Added R Area(Sgft)° ------- ---------------------------- ---- ------------ ----------0 Steel Sleet with 1" Insulation Medium 0.213 9 143050 Total Roof Area in Zone 3 = 143050 404.--- --ROOFS--ZONE 4------------------------------------------------ 0--- Type ----------------------- ---- Color U Added R Area(Sgft)° Steel Sleet �� with 1 Insulation M®dium 0.213 9 404.---.--R00FS--Z0NE Total Roof Area in Zone 4 = 44800 44800 Type ...... ��e_�e-_�e�_-----------0--- r e Color U Added R L.............. Y — re WWW4i .YIiY W4W Area(Sgft)o ®4—...1 �. Steal Sheet with 1" Insulation Medium 0.213 9 120700 Total Roof Area in Zone 5 = 12070e Total Roof Area = 47090" 405 ------FLOORS-ZONE 1--___--_-- ____________________o____Wo_`_ Typ------R Area(Sgft)e I ;-1-a 405 ■ --o-.G-Gr..-ade---------ulated -------------------------- on /Unins0 111850 Total Floor Area in Zone 1 = ------- 111850__- ------FLOORS-ZONE, 2---------------------------------- ------------------------------------------------ S1a on Grade/Uninsulated Total Floor Area in Y405.------FLOORS-ZONE 3 ------------------------- Type ------------------------------------------------ Sla on Grade/Uninsulated Total Floor Area in 405-------FLOORS-ZONE -4------------------------- Ty Cz A on Grade/Uninsulated Ste ' 40E 40 R Area(Sgft)0 ------- --- - -0 0 50500 Zone 2 = 50500 ---------------------- 0--- R Area(Sgft)° ------- ---------- 0 0 143050 Zone 3 = 143050 ---------------------- 0--- R Area(Sgft)0 ---- - - - -------- -- ° Total Floor Area in Zone ------FLOORS-ZONE 5------------------------------ 0 4 = R --------------------------------------- D on Grade/Uninsulated 0 Total Floor Area in Zone 5 = Total Floor Area = .------INFILTRATION ------------- ------------------ 44800 44800 ------------- 0--- Area(Sqft)o -- --- ----- ° 120700 120700 470900 -------------0--- OCHECK° Infiltration Criteria in 406.1.ABC.1 have been met. 00 ------COOLING SYSTEMS ----------------------------------------------- 0--- Type No Efficiency IPLV Tons° ---------- -------------------0 1 With Condenser 1 2.8 11 114.830 2 Served by Previous Zone Cool 0.000 " 3 Served by Previous Zone Cool 0.000 4 Served by Previous Zone Cool 0.000 5 Served by Previous Zone Cool 0.000 40 .------HEATING SYSTEMS-------------------------------y---------------0--- Type No Efficienc BTU/hr - --------- ---- -------- -- 0 1' Gas Fired >= 300,000 Btu/h (S 1 17 7000000 2 Gas Fired >= 300,000 Btu/h'(S 1 17 7000000 3 Gas Fired >= 300,000 Btu/h (S 1 17 7000000 4 Gas Fired >= 300,000 Btu/h (S 1 17 7000000 5 Gas Fired >= 300,000 Btu/h (S 1 17 7000000 40 VENTILATION ---------------------------------------------------0--- ------- °CHECK° Ventilation Criteria in 409.1.ABC.1 have been met. 0 ° 41 DISTRIBUTION SYSTEM --------------------------------------r-°--- .-----AIR AHU Type Duct Location R-vald@° ._° ------- 1 ----------------------------------- Variable Air Volume (VAV) ---------------------- With Insulated Roof @0 2 Variable Air Volume (VAV) With Insulated Roof 0 3 Variable Air Volume (VAV) With Insulated Roof 4 Variable Air Volume (VAV) With Insulated Roof 0 5 'Variable Air Volume (VAV) With Insulated Roof 41 .-----PUMPS AND PIPING -ZONE 1--------------------------------------- Type --------- R-value/in Diameter Thickness-0 1 --- ----- - - ---- - Circulating ---------- ---- --- - 3.7 2 - - - - - - - - 2 0 41 .-----PUMPS AND PIPING -ZONE 2----------------------------- .a.o___ Type R-value/in Diameter Thickness° ---------------------- ------- -------- ---------0 1. circulating 3.7 2 20 411. ----PUMPS AND PIPING -ZONE 3--------------------0--- ype R-value/in Diameter Thickness° ----------------------- -------------------------0 1. irculating 3.7 2 20 411_ -- PUMPSAND PIPING -ZONE 4--------------------------------------- 0--- ype R-value/in Diameter Thickness° -- ------ - - ------------ -------- --------- ° irculating 3.7 2 20 ----PUMPS AND PIPING -ZONE 5------------------ --------------------- 0--- ype R-value/in Diameter Thickness° ------------- ------------------ --------- ° irculating 3.7 2 2° ----WATER HEATING SYSTEMS -ZONE 1----------------------------------°-" ype Efficiency StandbyLoss InputRate Gallons° ------ ---- ----------- ------------ ---------- -- ---- - --- -------- - - ° 75,000 Btuh 16.6 .01 600000 1250 ----WATER HEATING SYSTEMS -ZONE 2---------------------------------- 0--- ype Efficiency StandbyLoss InputRate Gallons° ----------------------- ---------- ---------- ------ ---- ------.---- ° 75,000 Btuh 16.6 .01 600000 1250 ----WATER HEATING SYSTEMS -ZONE 3---------------------------------- 0--- ype Efficiency StandbyLoss InputRate Gallons° ---------- --- --- --- - --- -- -- --- - -- - --- -- - - - - --- ------- - --- ------ ° 75,000 Btuh 16.6 .01 600000 1250 ----WATER HEATING SYSTEMS -ZONE 4---------------------------------- °--- ype Efficiency StandbyLoss InputRate Gallons° ------------- - - --- -- -- ---------- ------------- ---- ------ 0 75,000 Btuh 16.6 .01 600000 1250 ----WATER HEATING SYSTEMS -ZONE 5 ---------------------------------- 0-'- ype Efficiency StandbyLoss InputRate Gallons° ----------------------- ------------------------------ ----------0 75,000 Btuh 16.6 .01 600000 1250 ----ELECTRICAL POWER DISTRIBUTION ---------------------------------- 0-'-' °CHECK° etering criteria in 413.1.ABC.1 have been met. 0° 'ransformer criteria in 413.1.ABC.2 have been met. 0 ° ---- MOTORS --------------------------------------------------- °----- 0--- [otor efficiencies in 414.1.ABC.1 have been met. 0 0 ----LIGHTING SYSTEMS -ZONE 1--------------------------------------- 0'-- Type No Control Type 1 No Control Type'2 No Watts Area(Sgft)0 ----- -- - - ------ ----- -- --- ----------- --- --- ------ - ------ --- ° .ng, T : 1 On/Off 52 None 0 17500 111850 Total Watts for Zone 1 , 175000 Total Area for Zone 1 = 111850 -----LIGHTING SYSTEMS -ZONE 2--------------------------------------- 0'-' : Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)° •----- --- -------------- --- -------------- --- ------ ----------° .ng, T 1 On/Off 31 None 8700 50500 Total Watts for Zone 2 = 87000 Total Area for Zone 2 = 50500 • --LIGHTING SYSTEMS -ZONE 3--------------------------------------- a=-- ° Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)g ---- - ----------- - ----- -- - ----- --- ------ - -- ---- -- -- -------- ° ° ng,'T 1 On/Off 61 None 0 23000 143050 Total Watts for Zone 3 = 230000 Total Area for Zone 3 = 1430500 ---LIGHTING SYSTEMS -ZONE 4--------------------------------------- 0- Type No Control Type 1 No Control Type 2 No Watts Area(Sq£t)8 -- -•-- -------------- ng,-1 On/Off --- --- ---~---....-.,.. 16 None - ��0 8000 ..-------�� 44800 Total Watts for Zone 4 = 80000 Total Area for Zone 4 = 44800- `415 ------ LIGHTING SYSTEMS -ZONE 5 --------------------------------------- a a T N C t 1 T 1 N C t 1 T 2 N W tt A S f£ 0' pa a ype o on ro ype o on ro ype o a s rea( q ) -- ------ ----------------- ----------------- --- --- Rea ing, T 1 On/Off 58 None 0 22900 120700 Total Watts for Zone 5 = 229000 Total Area for Zone 5 = 120700 Total Watts = 801000 Total Area = 470900 °CHECK° Lighting criteria in 415.1.ABC have been met. 0 0 --- --------------------------------------------------------------0-----0--- 16. HVAC load sizing has been performed. (407.1.ABC.1) 0° ------------------------------ ---------------------- ------0-----0--- 17. Duct sizing and design have been performed. (410.1.ABC 1.2) --- ---------- ----- --- ----- ------------------ ------ 0 - 18. Testing and balancing will be performed. (410.1.ABC.4) 0 ° --- ----------------------------------------- 19. operation/maintenance manual will be provided to owner.(102.1)0 ° --- ------------------------------------------------------------------------ C:\ `C:\ ,M-mlpzc 1 ` , • , UPLAND130 14 gil 'r r s r ra ' r� . s �y Sir 'y"4 4p STABILIZED �k s+3 a1� zn r sVEHICLE �l AREA %Y J sr� u Pf • 2dPS Y 1z Y'� i Yfy"� A' .� Y% 'i'fr Z I i}h4. _ I re.''I.lil� f {•`.i .. U ITED STATES ARMY CORPS DF ENGINEERS GRAPHIC SCALE WETLANDS LIMITS (TYPICAL) --`� 17 _---------------- 4a 12a 22 23 30 0 15 30 80 1 1 _______N ____ _-__ _ _____________ _ o 18 15a ---- - ° - - ° 12„ ---= ---- 13a ° o o,- 15 ° a ° " IN FEET a o ° 13 16A--- ry--------= _ -- \ 1 Eh� 0 ' n _ 20 5' MIN. 12' o 14 2011 > ---- -------------17a - -- W---------- _ - -_ 20.0 20.0_ _ _ _ 21.40 22.02 21.90 20.0 2 a a 2 7 ' `- - / _ 21.0 21.52 21.40 �3--� r---------- N ---- Q 2rJa �12a// \ 150 ----- - 5 20.3 ---- - 19a -- 20.38 21.72 CONC. SLAB 21.72 20.42 --- o ---- a ------- 36 + 17:57 --'�_� ,'� 0 , B a - ° ,'25' AVG. ------ 15a UPLAND i - - - - - 15 � BUFFER 21.32 21.72 21.72. 21.32 \ 0 I o '� I 20.30 t9.0 19.0 CONC BLDG. , CONC 19.0 20.016.0------------------- - - - - - - = 2 --- / 20.80 I Y 0 z I H I SLAB F.F.= 21.80 SLAB 20.03 �, 21:32 21.32 1.72 �\ I' \ 21. I 21.72 21.72 \ 0. CONC. SLAB \ 21 CON T. 78 L.F. 21.04 \ 20.82 15".M.P. ® 0.51 20.96 \ 21.22 20.96 20.72 20.72 20.72 I 21.26 SID-6 zo.76 zo.,s 1a 20_88 21.03 21.50 1 0 20.38 20.53 21.00 to 1a 21.08 I- - - I \qR nn 20.80 1.3 20.80 se CONST. 128 L.F. 30 C.M.P. 0 0.16% f21CURB (TYP.) 21.18 .20 20.68 - 20.70 I 21.102 250.60 \ 20.72 o.ss 2Li1 20.45 20.65 76 MECH. BLDG. - -2-'i- /J CONST. 35 L.F. 15" C.M.P. ® 1.00% NST. 1" L.F. C.M.P. ® 0.12% zo.a SD-5 n AIPT , GG I ---}-' \ \ \ N0 C 3 1.03 FT P.0 0.53 10_1- \\ 8" PVC ROOF TRAIN CURBY(TYP.�- \- DRAIN - - - 46.9+ - -PROP. 8" SAN. SEWER _ - 19 18" C.M.P. ® 0.32% - -- -- SD-3 - -- ---- - -en s° - CON 7 � 54 L.F. PROP. 4" � + T � 47 _ - - - - - - - 20.52_1 --21.35----21Tt---2143------- --- 111 1 -- - 20.85 20.94 20.85 20.1 1 S - 20.64 2080 21.20 21.1 1.15 ^1 720.70 21.12 0.65 121.23 1 1 20.73 -4 2t_2 0.6 1 z� - 2 ELEV.=1CO'ME as' 92 pt` \\ I� 'I I CONST. 38 L.F. -30" C.M.P. ®1. % T P' CONST. 1'18 L.F. -30" C.M.P. ® 1.00% CONST. 173 L.F. -24" C.M.P. ® 0.32% SD-13 21.50 I CONST. 113 L.F. 2• t1 I 2,.,2 18 C.M.P. ® o.181% 2i �� 21.30 21.20 1.59 22.26 21. .49 21 40 1.64 1 21.45 211.95 .02 s• I z176 21. .as zo so 1.0 1 I N, i fn h m 0, W � �M (7 O} y o N z W z 1n <_ w F ZC3 z TWO to Q J U roo U Li / 1 1 a- Z LL Ld Lu � a U Fw- STORM DRAIN CHART SD-1 SD-9 TYPE "C" INLET TYPE "C" INLET RIM = 19.50' RIM = 19.50' INV. = 17.15' INV. = 16.02' SD-2 SD-10 4' DIA. MANHOLE TYPE "C" INLET GRATE: U.S.F. #125 RIM = 19.90' RIM = 20 5?' INV. = 15.82' NE I- / 22.42 21.84 -' _ z,. s ( ILL I LEGEND 21.9 21.321,8 11.50 I I i i 1 i iI t " CONST. 39 L.F. -15 C.M.P. 0.64% 20.88 21.03 21.34 21.49 20.8a s 1.80 '� 22.02 22.18 21.80 21.37 21.30 �� CONST. 116 L.F. TYPE "D" 1. 00 21.36 20. 21.53 0.88 ° a . 19.24 EXISTING ELEVATION 1 i i l 1 I �I p11 -'-___ ----- ----------------- INV. OUT zo.3a 20.53 21.52 1 88 21 i 24C.M.P.® % " C.M.P 0.3� CURB (TYP.) 2134 ---19---- u EXISTING CONTOUR I I � 18 ELEV.=14.25' c �1.06 21.04 k 20.98 zo.ae 21.z4 1 2 84 I N = _ _ PROPOSED STORM DRAIN I I 1 I i \ 21.15 21.41 "D" , 21.96 21.60� i i 20.7a I J I I I I 1 1 I CO + �' INY. OUT 20.65 20.91 CU ') ` 21.46 - ti 0.93 - - - I SD-1 O - --12'WM- - - EXISTING WATER MAIN 20.82 , 27.80 .43 21.05 20. 2 20. I I 20.30 I; ELEV,=13.50' 20.3 21.30 21.33 i 1.06 20.78 2' 1 1.20 26.18 12• EXISTING TREE I I I 2 so 20.28 20.55 20.86 20.70 � h I i I I 2 .40 ` CONST. 92 L.F. I I 20.30 �- PROP. PAVEMENT ELEV. 1 i li 20.20 SD-12 18" C.M.P. ® 0.18% I 1 I 121.21 \-- 0.30 I I 16.5 SD 6 221.90 20.71 --,\ 1 I I 20_80. 20.30. PROP. TOP OF CURB ELEV. PROP. PAVEMENT ELEV. ' 1 2 J I t ' " CONST. 30 L.F.-24 C.M.P. ® 0.00% o.a2 20.32 21.15 20.65 21.41 20.91 . I " - CONST. 22 L.F. 18 C.M.P. ® 0.22% 2osz 20.30 20.42 0.85 2o.3s I I I I 1 1 - --- o - Z�- PROPOSED CONTOUR = i =16"RCP=� CONTROL I I , 20.0 21.34 21.60 1 21.05 21.18 1 1 SEE DETAIL ! / t0. CONST. 140 L.F.-24' R.C.P. O 0.00% it I 15 1 I -_ ----- I � I ------ -- 1 I m 1 I _r- 19 I � ----------------T-^---- , I 1 + Io'� 2� t 1 p� ; WOVEN WIRE FENCE �� ,----` ----- > x ----- - ---_ - 2 ,_� I�------------17--__ 1 ------ --- -------------- + E------39"RCP=-�r7-'°7� }^�+ (/ �� ��� A , ------------------- % .� ��X�J I JC.�X�x� _ J \%V / \ V Y Y r1 FENCE �_ ---- -- ----� ��-----_----------------------r--------- ------ --- __ _ X C� C9 FOR - - o_ _ _ - - --_ -- ------ - - ----------- --------------------------------- - -- �- I SF�E SHEETS --------------------- - - N� \ ---GUARD RAIL----------- -� -- _ - - - - - -_---===I= - - Wi T IVI LJ VV I--1��.lIJ-= -- --- �� _-------- tom- -- -- ---12" 2'WNr==----_-- ��'i2 wM--------_ = - -------------- - ------ FFSITE FORCE MQI ti - -- -- - -_ - - -- ----- --- -__-_----------------- uc s ---- )---- �----- a c Q a O al " So W � � M O W C a u 0 (N cd 1- W m m r c 0 mN W y M K h I 0 N V Z MD W 7 Z p D O Q U Ld V I U Z J F N V/ LL- LLJ V SHEET NUMBER Cl OF 14 J 92-12 I I 1 I I I I I w 0 Z w i Li + 20 O — 13 —0 HELIPAD w SLAB _Zof _ of J - Z a " w 6"x6" TEE- 6"x4" RED. 6" PLUG MH#1 RIM=21.30' INV.=16.98'S INV.=17.08'NN OVER W.M. = 17.00 S.D. = 15.50 116' - 8" SAN. 0 0,40% & POST INDIC TOR (BY SPRINKLE CONTRACTOR) F.H. ASSE ABLY B.Q.P. # mr-1 z 93' — 2" WATER SERVICE MECH. BLDG. 1r 6' PVC, SANITARY 1 INV LATERAL 0 1/8"/FT. MIN. W.M. OVER \ BOT. W.M. = 17.60' TOP S.D. = 16.10 MH#2 RIM=20.48' INV.=16.52' INV.=16.42' 6 x6 TEE 2-6" G.V. W.M. OVER; CONST. 137A 6" W.M 6'x4' TEE 4" .V. 4" LUG 157 WALL MOUNTED FIRE DEPT. CONNECTION (BY SPRINKLER CONTRACTOR) POST INDICATING VALVE 34'— 4" D.I.P FIRE SERVCIE —37' — 2" WA SERVICE r.V TEE 2- 2' G.V. 4'a2' RED. I 45' 1 s' 5' BOV S0=115.15Y TOP W.M.=14.10' -__-__ W.M. NDE MH#3 -- / OT. SD=1 .70RIM=20.70' Y TOP .M.= 5.2 INV.=15.43'W r 12' AINV.=15,33'S W.M. UNDER BOT. SD=17 TOP W.M.=1: W.M. UNDER— BOT. SD=17.05' TOP W.M.=15.5° 6" PVC. SANITARY -- LATERAL ® 1/8"/FT. MIN. ❑ INV. 19.50' CONST. 56 L.F. 3" PV.C. WATER SERVICE W.M. OVE ADMINISTRATION BUILDING FIN. FLOOR, V. 2 2.5 0' CLEANOUT (C.O.) TYPICAL DP.d'r rd 5, a) Where specified= Polyvinyl Chloride, ,Mains 6" PVC. SANITARY) A C-900, Pressure Class 200, LATERAL 6 1/8"/FT. MIN. a ass 52 INV. 17.80' b) Fire Pn System shall constitute all mains, valve Y' hydrants, etc., on the customer side of the Doubt• Detector Check Valve. c) Pressure Testing of the fire mains shall be at 200 ,0) psi and conform to NFPA 24 (latest revision) C 0 r %; • . g, 21 -- 24' OVER 0 MH#4 0 RIM=20. 7' =14 53' UNDER SD=17 0' W.M.=1 6( 4"x3" TEE 4" G.V. 3" G.V. W.M. UN ER TOP W.M = 15.00' BOT. S. = 16.50 U) N U' O} 5 O - M c��� aoto Z (n ¢ ui 't ZU r D Z W o (n Q 5 a �' Z --1 v O mo v � � U Z r ^ 0- Z 1. - Z ^W LL.I a- 0- L1J U F-- - 8"x6"TEE o 0 LEGEND 8"x6"O a2a EXISTING ELEVATION RED. _--------- „....---19---- EXISTING CONTOUR --_ _ - F.H. ASSEMBLY w.M. UNDER 18 i b B.S.P. # 2 BOT. SD=15.90' PROPOSED STORM DRAIN 90 CIDTOP W.M.=14.10' II ti t —12"NY— _ _ EXISTING WATER MAIN W.M. UNDER XISTIN TREE BOT. SD-15.90' 12 E G Q2CONST. 42— 8" W.M. TOP W.M.=14.10 ONST. 50' 1" PVC WATER SERVICE �. I i , 8" W.M. PROPOSED LIFT STATION �1 t CONST. METER p SEE DETAIL •.= I'=16"RCP=�' � `� \ & BACKFLOW PREVENTER �SHEET 9 OF 9 J 16"w - 19.5 F)i. A5SEM8Lr ASSEMBLY (SEE DETAIL). `I I I B.S.P ,4 34 - 8 SAN ®0 40% MH#6 H#7 I a MH 5 15 CONST. 45 LF. RIM ' {4 00' - RIM=19.00' 25' INV,=5.5- 3 N 8'-8"SAN -_RIM# 19.00' I I j RIM-19.00' INV l.2 W ----- - MH 8 _ - � INV.-5.57'W I 2 I V INV.-8.40'E N 7.1 1` o ° 282' SAN. ®0.40% # _ 400` - 8' SAN ® 0.40% -_ INV.=5.47'E 0.40% INV.=5.24'W 6 D.I.P _.�� . _ , _ WOVEN WIRE FENCE qqw �6 - ..__..., �, T__%_ __..— - - _ x. '. - --- .—�2�1N_ENCE ---X—K` �--x INVx 5.14'N x 16�6_3-- TON&T. 12"x6" /__���_; •�_� T-�f ------ -- - --- - - --- -_ _ +F=-----34'RCP==�_?_� - --- _ - -- _ -----_ - -- -- -- --- -V. �. x1// lt.f 1�" R" zTSl� v t.°"Sr�so SE,� SHEETS 1 -- - ---- - - - - - t1(- -- - _ _ --- - _ - - - - 1 A --T-�- --- --------------- ---#-� ------ - --- - -- - C6—C9 FOR YY I i V EM --- — — ----- — — — GUARD RAIL —�--_----------- ��----- + a 'I 2 ti ___-� ( ___ - _ _ -- -- ti FFSITE FORCE IN B.S.B.S.P. X�j+----------------------I----___- - - - - T - M Y -- ----- OAfi --- --__CGS -------------------------- - "•'Ai. a " 0 � � M O '. ^ Q- a 0 W W _ mM IM / ) V mN W N �v Zo N 4. o^o a V Z m� W f-- Z Z _0 0/� < t✓ ry W (n U Z ZD V • V I LL- 77 V J SHEET NUMBER 02 92 12 'a. k v 'a, r;r a u.1.r. SEWER O' 8+ 0 �� �� i m In Y� } Idle L C L AMR, �t r nW #K , r,"1k�M 3 y p � t I 4 ■ F J S w NORTH PM x .. r ,:r�� � .. 4 :,:. l ,,zS k..n. t � 6 C' ? "ll 446 J BUX CULVER I I 1 0, U&NW1116. Ai� a 4 ;s S3,as.rc;v �x.i .aa a tt �Y am r.,.c'�Yr�n �" i, �. � �� "` 'r , � 8+ � k '15 § � i x '"�`� �' III 5' 0' 1 � 0'-s. (SEE NoTE)� F�, LINE 01PE 1 , �sOE 1 4, �PERFOOT� NOTE.' ­r-t* AT DRIVEWAYS �2 0/1 0 RE 6" — 10/10 WIRE I (�!W/7QE'A r 2- L AR FROM BOTTOM.) 0 O_ OM.) SECTION A -A SIDEWALK JOINTS TABLE OF SIDEWALK JOINTS TYPE LOCATION 'A' AT P.C. AND P.T. OF CURVES AND AT JUNCTION OF EXISTING AND NEW SIDEWALKS. .B. 5'-0' CENTER TO CENTER ON NEW SIDEWALKS. MERE NEW SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS AND SIMILAR STRUCTURES TOP OF CURB 6. BACK OF SIDEWALK 6' FRONT OF 1 EDGE OF PAVEMENT--Z 6' CURB TRANSITION PROFILE SLOPE VARIES: 0.04 NORMAL SIDEWALK - 5' OR 0.02 MIN. SLOPE VARIES: AS SHOWN ON PLANS 0.08 MAX. 0.02 NORMAL 0.01 MIN. 0.04 MAX. 1/2* JOINT SLOPE FROM GLITTER TO EDGE OF PAVEMENT BACK OF SIDEWALK, 4" CONC. SIDEWALK D CURB SECTION BB SIDEWALK PAVEMENT SECTIONS FINISH MAXIMUM TRENCH WIDTH GRADE 2 x PIPE DEPTH + W 17� PLACE AND COMPACT w IN 6* LIFTS z 0z 01"WIARN641=1 WO z L) z 0 0 W < F= OW 00 Z< OM �z U1 Y ow Z< < PIPE O.D. + 24 IN. z 0 00 0 > > MAX. WIDTH C) < < 0 < I.- M U- F= 0 U_ 0 V) z x 12" 12" ;i wx U.1 MAX.AX. I ICi�� < < MAX. I z z < (a ZI•y. Cn0 < Of V) Ir w 0 INVERT 0 < 1/2 PIPE *O.D.*-�/ HAND FLACED 8. SELECT MATERIAL LOWER QUADRANT TO BE 6" -1 SHAPED TO RECEIVE PIPE BELL AND BARREL NOTES: D2Z'R 1. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 00 2. INITIAL BACKFILL SHALL BE HAND PLACED TO 12" - ABOVE THE PIPE. BACKFILL SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD T-99. T ICAL TRENCH DETAILS TYPE "D" CURB TRENCH P (j OF ROADWAY L" EXIST. -EXIST. PAVEMENT SHALL BE TRIMMED----� PAVEMENT NOTE: PAVEMENT RESTORAT10N FOR ALONG A NEAT, STRAIGHT LINE I LONGITUDINAL CUTS IN ARTERIAL STREET. STREEFY-Sr11 FULL LANE WIDTH R tg F•R ACH LANE W11 THE CUT EXTENDS . .... .. P, TYPICAL PAVEMEN In 1/4- SAW �UT 1/40 T I LOW MO ULUS 15 T T_ SILICONE CONSTRUCTION JOINT NOTE: CONTRACTOR SHALL PROVIDE A COMPLETE JOINTING PLAN TO BE APPROVED PRIOR TO CONSTRUCTION -nlqG DETAILS E PAVEMENT JOIN 6" LIMEROCK OR CEMENTED COQUINA SHELLROCK COMPACTED TO 98% OF MAXIMUM DENSITY AS PER A.A.S.H.T.O. T-180, PRIMED 3" Or 5}" la Deepen Around Outside Edge Of Pipe For 51 C, Paid For As Pipe M Or Round Comers LO 1 1/2" TYPE S-3 ASPHALTIC CONCRETE Concrete Pipe Connector = Saddle ------!de Ditch Grad Joy u) C� A 77777'777 _77=111111V1111 iNot Leo Thor No Pipe Joint Permitted #4 Bar 5' Sod roved By The En sneer F i 3.56' 7' (Pipe To Be included Under Unit Price For Mitered End Section) SECTION SINGLE 24" R.C.P. MITERED END SECTIC),N, C-4 OD Ld W 0' -t 0 Enos z x LL1 >0 to CO z V) 5 Lj I— Z C-) 5 w w 0* Ul to z < 5 ZL 0 —J tr) 0 0 OD 0 CD LLJ 0— Z CL z L.Li Lj a_ a_ LLI 0 W z rr) 0) I 00 N 1, V w Li in CL 4 0 L) Z ij SHEET NUMBER C 10 OF 14 ' 2 ; ^ TYPE "E" GRATES ARE 9TED '' 11' IN TWO SECTIONS MAX. TYPE DIMENSION INLET SIZE' A B C 411 E R.C.P. C 2'-0" 3'-1" 2'-4" 3'- 11" 18"/24" E 3'-0" 4'-6" 3'-4" 4'- 1'-5" 24"/42" NOTE: (1) FOR MORE INFORMATI �r 1984 STANDARDS IN .. GRATE Lr4 GENERAL NOTES F s • • w #4 BARS BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO BE CH A ERED 3/4" K �a > 12" D.C. FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY FOR F 3UNDATION IS ENCOUNTERED AT FLOW LINE, OMIT FLOOR AND C Y WALLS DOWN 1 SATISFACTORY FOUNDATION. BACKFILL TO FLOW LINE TH CLEAN SAND. \ GRATES: CAST IRON GRATES TO BE U.S.F. NO. 6208 IN ACCORD WITH FLA. D.O.T. FOR NON _ SPECS. -TRAFFIC BEARING GRATES. A I,�la7 ., _ . ,� .�n:� :�."� ..,.: e^ era ;1!ts.,-:': • � Or Round Corners in uO 3" Or 51 0 Deepen Around Outslde ` Edge Of Pipe For 51 Slab dConcrete N Pipe Paid For As Pipe Soddle�* io N 2' Not Lees Than 24" r." No Pipe Joint Permitted #4 Bar Unless Approved B The En sneer 6" 5 3.56' 7' Pie To Be Included Under Unit Price For Mitered End Section SECTION DOUBLE 24" R.C.P. MITERED IP ,HQ�-,CTION Ditch R 20 MAINTENANCE 4 MAXG r,"� 1 2' CONTROL ELEV. 16.50 10,2 SOD z 1 � TYPICAL LAKE SECTION ASPH. PVMT.(0.0) 6x6 W.W.F. -0 -0. �L -0.50' 6" SECTION AA 4'-3^ 2'-11n 1 2'-1 A7I B s a r • • • SLOPE 1 8 THE SLOPE -13 AH V I � • z'x 4ja� 13 b "Nr QR Y l e(ie n0.� % Vr�` C p R S � �Pu w ,�i 5 w, �"idei`vK 'iw''k:�"F �'.'v, y��`dYrc f f � • r � • • ■ ' 1 ,_. �� t����� a& sil,7.� "z 2Q r '�1"'� rFl�d� 1��; 'I ' `iF a f 4"� �a� far � �, �Fr„� f - - • -. .Vr F6 �. ic:r f � � k af2 J> yt. yt'�.' 65. {`Tr h y6Y d�. � 6 i.����TI �' 1rC ,lt ' r- • • ^ • ,yet, �"' ��^.. �i'„ :.u�. ,>�:5 �' s� tvA im ,�`ieukpir• I MR- r' i ", R y.` { }� � � '+ • % � S V "I i K a� f e" p C G i d ?9 . i,al • • d el u n . i r I • '�'r� ■ p� ° r 5 �%q k 5 5 F F "�4.�°'y'�k 2W{5. f: k.rH"°� ^ Hag ti� .1 ���•,� `,ki R+�f .v.'^r"1Ar s i� r15'rf -• • • •• 5 • S�.q�}Ni>K� I _ • � CANAL #103 a F qvR v S� • GENERAL NOTES 1. The Contractor and/or construction surveyor shall verify` the elevation of the benchmark shown on construction plans. Verify all elevations of existing pavement, stubouts, and structures before starting construction and notify the Engineer if any discrepancy in elevations exist. 2. The Contractor is herein advised that "as -built" drawings will be performed on the project which will reflect the elevation and location of all structures and improvements on the project. These "as -built" drawings will be utilized by the Engineer to determine conformance of the project to required tolerances as set forth by permitting and/or approving public agencies. Tolerances established by these agencies must by met in order for the project to be accepted for final certification and approval. 3. Pipe lengths shown on the plan are approximate, and the governing criteria is the intended location of the drainage structure. 4. All construction to be in accordance with the Florida Department of Transportation and/or St Lucie Count Y requirements and specifications, as applicable. 5. Roadwork within the Midway Road right-of-way is subject to permitting and approval by the governmental authority having jurisdiction. 6. Disturbed areas shall be restored to their original condition. All unpaved and unsodded areas disturbed during the construction shall be seeded and mulched in accordance with Section 570 of the Florida Department of Transportation Specifications. Sod shall meet the requirements of Section 578 and Section 981 of the Florida Department of Transportation Specifications. 7. Materials for roadway paving & drainage construction shall meet applicable requirements for roadway construction as outlined in the Florida Department of Transportation (FDOT) Standard Specifications, latest edition. 8. On -site striping shall be 4" white traffic paint (Type T-1) in accordance with the Florida Department of Transportation Standard Specifications for Reflective Traffic Paint (Section 971-12). Off -site striping shall be in accordance with the Florida Department of Transportation Standard Specifications for Reflective Traffic Paint, the Florida Department of Transportation Traffic Operations Standards, and the Manual on Uniform Traffic Control Devices, unless otherwise specified on the permits. All striping and markings shall be thermoplastic in County right-of-ways. 9. Signing shall be "engineer grade", in accordance with the Florida Department of Transportation Standard Specifications, Manual on Uniform Traffic Control Devices and St. Lucie County requirements. Stop signs shall be 30" x 30". 10. Concrete for structures, curbs, wheel stops, parking, loading areas, and sidewalks shall have minimum 28 day compressive strength of 3000 psi. 11. The contractor shall notify the Florida Department of Transportation at least 48 hours prior to working in their right-of-way. Permits (to be obtained by the Engineer) will be required from agency prior to construction. 12. All areas of fill, limerock, stabilization, subgrade, etc., shall be Compacted to a minimum of 98% of maximum density, in accordance with AASHTO T-180. 13. The Engineer and St. Lucie County shall be notified for inspection of subgrade, base and asphalt, at least 24 hours in advance of subsequent construction. 14. Concrete pipe shall meet the requirements of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition, Section 430 and Section 941. 15. Upright handicapped signs to be provided at all handicapped parking spaces, in accordance with the Manual on Uniform Traffic Control Devices and St. Lucie County and the ADA Manual. 16. The Florida Department of Transportation approved local cemented coquina shellrock is an approved alternative to limerock. 17. The Contractor is to verify all existing stubout elevations prior to construdtion of on-sibe improvements. Coordination with building contractor is required of the site work contractor. 18. Aluminum corrugated metal pipe shall meet the requirements Of AASHTO M-196 and the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 1983 Edition, Section 945. Field joints shall meet the Florida Department of Transportation Standard Specifications Section 430-9. 19. Reference architectural drawings for sidewalk and handicapped ramp construction. 20. Erosion and Sediment Control. Contractor is responsible for providing erosion and sediment control using the latest FDOT standards. Baled hay, straw, and siltation barriers will be installed where needed to .prevent siltation of adjacent property, public right-of-way, wetlands, and - waterways. These will remain in place until grassing or sodding has been completed or until siltation and erosion are no longer a threat to adjacent property and waterway. 117 Hc o Q4 N Wm • � M ® W a a z U O M C Ai o N m N on a •� j Y Q O ®Y N N SHEET CM R 11 OF 14 9212DET4.DWG 4'x4'x6" CONC. PAD POURED FINISHED GRADE SEE NOTE 1 TO GRADE IN UNPAVED AREAS OR WHEN D.O.T. SPECIFICATIONS APPLY a ' : •' 3/8" GROUT ON INSIDE v -- & OUTSIDE OF PRECAST RINGS 2'-O"MIN. SEE NOTE 2 FLEXIBLE PLASTIC RAMNECK GASKET OR APPROVED EQUAL 4'-0' 8» PACK WITH NON -SHRINKING GROUT GROUT & ASBESTOS CEMENT M.H. COUPLING FOR FIELD INSTALLATION 10L NOTES: 76" NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES OR APPROVED EQUAL SHALL BE USED FOR PRECAST MANHOLES 1. MANHOLE FRAME & COVER WITH THE WORDS SANITARY SEWER" CAST IN THE COVER. U.S. FOUNDRY 170 OR APPROVED EQUAL. 2. ALL CONCRETE MANHOLES TO BE 4000 P.S.I. TO MEET OR EXCEED ASTM C478 ALL CEMENT TO BE TYPE II ACID RESISTANT. REINFORCING AREA OF 0.02 SO.IN/FT FOR WALL SECTION MIN. TO MEET OR EXEED ASTM A 185, 3. MANHOLES SHALL HAVE TWO COATS OF COAL TAR EPDXY COATING OR APPROVED EQUAL, APPLIED TO THE INTERIOR AND EXTERIOR SURFACE. THE FIRST COAT SHALL BE RED; THE SECOND COAT SHALL BE BLACK. MINIMUM COAT THICKNESS SHALL BE 8 MILS. 4. A MAXIMUM OF 2 LAYERS OF PRECAST CONCRETE RINGS, IF REQUIRED. SHALLOW MANHOLE DEPTH OF LESS THAN 5'-0" TIE DOWN WITH #5 BAR & THRUST BLOCK DUCTILE IRON PRESSURE PIPE 22 1/2" (PREFERRED) OR 45' ELBOWS CENTER A FULL LENGTH OF PIPE AT POINT OF CROSSING SEE NOTE 4 FOR ACCEPTABLE DEFLECTION FINISHED GRADE CONFLICT PIPE 8'-0' NO JOINTS BETWEEN FITTINGS FITTING TYPE CONFLICT PIPE z I D.I.P. D.I.P. DEFLECTION TYPE 5/8" TIE RODS (TYP.) NOTES: 1. THESE METHODS ARE TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW PRESSURE PIPE TO CROSS ABOVE CONFLICT PIPE WITH 6" VERTICAL SEPARATION AND MAINTAIN 30" COVER TO FINISHED GRADE. 2. FITTINGS SHALL BE RESTRAINED WITH RETAINER GLANDS AND EITHER THRUST BLOCKS OR TIE RODS. (SEE APPLICABLE UTILITY STANDARDS) 3. THE DEFLECTION TYPE CROSSING IS PREFERRED. 4. DO NOT EXCEED 75% OF MANUFACTURES RECOMMENDED MAXIMUM JOINT DEFLECTION. PRESSURE PIPE CONFLICT FINISHED GRADE IN UNPAVED AREAS OR WHEN D.O.T. SPECIFICATIONS APPLY SEE NOTE 1 4'x4'x6 CONC. PAD POURED TO GRADE 3/8" G OUT ON PRECAST CONC. RINGS IPISIDE & OUT SEE NOTE 2 8" ANDARD MAN DEPTH 5'-0" AND GREA 2'x2'x12" SLAB POURED TO GRADE IN UNPAVED AREAS al 6"-45' P.V.C. ELBOW a18"x6"-45' P.V.C. WYE TERMINAL C 2'-0" PACK WITH NON -SHRINKING GROUT GROUT & ASBESTOS CEMENT M.H. COUPLING FOR FIELD INSTALLATION NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES OR APPROVED EQUAL SHALL BE USED FOR PRECAST MANHOLES CLEANOUT FRAME & COVER U.S. FOUNDRY 32-C OR APPROVED EQUAL. , P�6" P.V.C. SECTION PLAN NOTES: 1. SEWER RAIN GUARDS SHALL BE INSTALLED ON ALL MAP 2. SEWER RAIN GUARDS SHALL BE AS MANUFACTURED BY INC., OR SOUTH WEST PACKING AND SEALS, INC., OR I WASTEWATER RAIN GUA PLUG 'AIL 4'x4'x6" CONC. PAD POURED TO GRADE IN UNPAVED AREAS OR WHEN D.O.T. SPECS. APPLY HOLES 2" LARGER THAN PIPE O.D. PACK WITH NON SHRINK GROUT. NON -SHRINKING GROUT AND ASBESTOS CEMENT M.H. COUPLING FOR FIELD INSTALLATION. NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES OR APPROVED EQUAL FOR PRECAST HOLES 8" ENCASEMENT INFLUENT PIPE 1 4" ENCASEMENT PLUG (SEE SEE NO MIN. , N L000 o- SEWER COLLECTION NOTES UJ W U) M 0 o Now SEE NOTE 1 1. The Contractor is herein advised that record drawings will be required on Z w •ZE to GRADE the project which will reflect the elevation and location of all w � a o structures and improvements on the project. These "record drawings" will U =) < v be utilized by the Engineer to determine conformance of the project to Z N z �•-• - required tolerances as set forth by permitting and/or approving public ? a w o agencies. Tolerances established by these agencies must be met in order Z Q 5 d d. for the project to be accepted for final certification and approval. Z � 0- 3/8" GROUT ON PRECAST p CONC. RINGS INSIDE & OUT - 2. All construction shall be in accordance with applicable Florida U cO Department of Environmental Regulation and the Fort Pierce Utilities 8" D1 D2 8„ 8" 10" 8" 12" 10" 15" 12" 18" 15" 24 & UP 18" Authority requirements and specifications. 46 U Z 3. No field changes or deviations from design shall be made without prior approval of the Engineer. L1J z 4. The contractor shall coordinate service grade and location for existing a z services at the limits of construction. LJ W 5. The contractor shall contact the Engineer, the appropriate Governmental (I- a_ Jurisdictionalagency and all Utility Companies, at least 48 hours prior J to commencement of construction. D LlJ 6. Sewer force main shall be Polyvinyl Chloride conforming to AWWA C-900-75 and shall 1 be Class 150, DR-18. polyvinyl 7. Gravitysewer mains shall be chloride conformingto ASTM-D 3034-74, SDR-35. 6 \ 8. Sewer Mains, where specified to Ductile Iron Pipe shall be class 50, i ,0 double thickness, F04)' lined and seal coated. I_ 70" -I 9. Sewer force main shall be brown in color or white in color, both shall (- have the words "sewer" printed permanently in brown on three sides for the length of the pipe. OUTSIDE DROP MANHOLE 10. Fittings shall be cast or ductile iron, conforming to AWWA C-110 and ANSI A21.11, Class 250, double thickness: POLY- lined, and seal coated. 11. Sewer lines shall be laid on undisturbed ground, or ground compacted to 98% of maximum density in accordance with AASHTO T-180. Backfill shall be compacted to 98% of maximum density in accordance with AASFITO T-180. The contractor shall submit certified density tests on each 12" lift if deemed necessary by the Engineer. 12. Traffic control, barricades, etc., shall be in accordance with the Florida Department of Transportation standards or the city of Fort Pierce requirements if Florida Department of Transportation Standards are not TEE-WYE applicable and a Maintenance of Traffic Plan shall be approved by the City of Fort Pierce prior to commencement of construction. 13. Minimum cover shall be 3611, pipes with cover less than 36" shall be constructed of ductile iron pipe. 14. Disturbed areas shall be restored to their original condition. All unpaved and unsodde& areas disturbed during the construction shall be seeded and mulched in accordance with section 570 of the Florida Department of Transportation specifications. 15. Existing utilities shall be field verified and protected by the contractor. 16. All force mains shall be pressure tested for a minimum of 2 hours. Force main pressure test shall conform to AWWA C-600 and be at 100 psi. Allowable leakage formula: L = SDP1/Z PLUG- 133200 i Where L = Leakage in GPH S = Length in Feet P = Pressure in psi D = Diameter in inches SEE NOTE 1- 17. Gravity Sewer Mains need to be constructed with great care. For all gravity sewer slopes the construction tolerance shall be +/- 10%. -SEE NOTE 2 18. Main line slopes are from structure to structure, not averaged for the system. Any segment with slopes exceeding the tolerance specified above shall be corrected. As -built survey data from a Florida licensed land SERVICE CONNECTION surveyor shall be required before final Sanitary Sewer Certification. 19. Main lines between structures are to be true and straight, free of sags or rises. NOTES: 1. BALL TYPE WASTEWATER LOCATOR BY 3M CORP. OR APPROVED EQUAL. 2. MINIMUM SLOPE OF 1/8" PER FOOT, USE GREATER SLOPE WHERE POSSIBLE. PLUG NOTES: 1. INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIONS. PRECO INDUSTRIES, 2. SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT D EQUAL. INVERT ELEVATIONS PROVIDING FOR SMOOTH FLOWS. DETAIL 3 FIiLLEDELS WTHOSANDTURE AND COVEREDONS WITH 1" OF)SHALL MORTARBE CONSTRUCTED, FLOW PATTERNS FOR INVERT CHANNELS STANDARD SEPARATION STATEMENT FOR WATER/SEWER CONFLICTS 1. Sanitary sewers, force mains, and storm sewers should cross under water mains whenever possible. Sanitary sewers, force mains and storm sewers crossing water mains shall be laid to provide a minimum vertical distance of 18 inches between the invert of the upper pipe and the crown of the lower pipe whenever possible. Where sanitary sewers, force mains and storm sewers must cross a water main with less than 18 inches vertical distance, both the sewer and the water main shall be constructed of ductile iron pipe (DIP) at the crossing. (DIP is not required for storm sewers.) Sufficient lengths of DIP must be used to provide a minimum separation of 10 feet between any two joints. All joints on the water train within 20 feet of the crossing must be mechanically restrained. A minimum vertical clearance of 6 inches must be maintained at all crossings. All crossings shall be arranged so that the sewer pipe joints and the water main pipe joints are equidistant from the point of crossing (pipes centered on the crossing). Where a new pipe conflicts with an existing pipe with less than 18 inches vertical clearance, the new pipe shall be constructed of DIP (except storm sewers) and the new pipe shall be arranged to meet the requirements above. 2. A minimum 10-foot horizontal separation shall be maintained between anY type of sewer and water main in parallel installations whenever possible. In cases where it is not possible to maintain a 10-foot horizontal separation, the water main must be laid in a separate trench or on an undisturbed earth shelf located on one side of the sewer or force main at such an elevation that the bottom of the water main is at least 18 inches above the top of the sewer. Where it is not possible to maintain a vertical distance of 18 inches in parallel installations, the water main shall be constructed of DIP and the sewer or the force main shall be constructed of DIP (except storm sewers) with a minimum vertical distance of 6 inches. The water main should always be above the sewer. Joints on the water main shall be located as far apart as possible from joints on the sewer or force main (staggered joints). 3. All DIP shall be class 50 or higher. Adequate protective measures against corrosion shall be used. 4. Maximum obtainable separation of reclaimed water lines and domestic water lines shall be practiced. A minimum horizontal separation of five feet (center to center) or a three feet (outside to outside), shall be maintained between reclaimed water lines and either potable water mains or sewage collection lines. A minimum vertical clearance of 18 inches must be maintained between reclaimed water lines and potable water mains or sewage collection lines. At crossings provisions of FAC Rule 17-604 and 10 States Standards apply. c ■■ Q z o W N " W K M ® a 0 U 0 N N Z� W M c r' V mN N O rc Za N I Q 0 c< N SHEET G NUMBER12 OF 14 9212DET1.DWG [> Pr4r-c k�i, y u b � • art .'. Ih I .�: % ,» : .�ae .tr °`�"*���� �' f Y s, r � YtR.Y kP: � Sy A ky Y - ..,VV "M • • '."�'e�„ ,m P PE R . +�„ h y • • WIDTH I . as II • • t iCP�I. :�k Y< u • • T �x IDD • .sx�k; o wh. sk aP 5.1wt • ''P '. v� oYs 3T'b ds *,^ r, :'•t "4•uI.N ,ir �w P�f 'W't4i�rvi5.,� hi • • • p Yy+ • • • • • h $d a1 '� I , I ij '. i • •1 •4Yr �4E =,wn�:��1 r�xh„m:n3.''� , s.,. `,.. � 'T*-a`tt uk"�IWIM +i,'�. '�., �, Pam., .... -40m, � � , _,m.� • • z � 12•MIN. 16"MAX. TER METER BYACKFLOW PRE, ENTER ASSE BL x: °Y ESILIENT SEAT"' GATE VALVE NON -RISING STEM MECHANICAL JOINT TEE / 3 4" TIE RODS J • • w r V'r � yV' z r,yFACING ACCESS e SQUARE BLUE CONCRETE , , i. A =.pSjht a1 aP `Fg LVE :• • ,e, a Yrtl RESILIENT SEAT 6" GATE VALVE �_. NON -RISING STEM A • ../f;.nimi PIPE1• ,u �i�� "� SOIL 0• CY OF • I iy M x' i (BITUMINOUS• • 7 •I i 3.a . PLUMB & TRUE. 9=�4YDRANT ASSEMBLY MUST 8, 1' .•TED• CARNIVAL • • • • • TO BE MECHANICA • •- • MECHANICAL� BE Ij . • CENTURION, , �S tic '�g w Y t f' l 1k [ i '"1 ' d1 � I IsIs kn'a" 1 �,Ty r p # Q I,P 4� f �1 �� r� kF h PAn. . , rsr 5l VMB-3 s WATER MAIN CORPORATION STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE --- IEE BEQliGE311 12" x 8" TAPPING SLEEVE }`' 11.25'. 22.5, \ i 43" OR 90• BEND DESQENQ THRUST BLOCK BEARIN IREMENTS PIPE FIRE DOIEIIIt DFMQO2 {C .6 3.8 4.4 6.3 32..a45" ] 1a S.1 11.4 3..1 11.517 16.2 4.5 f 15' 1 202 28.5 7.5 J < .0 Z L W �Wo Z Q Sam I- 00 O Z N CD W LL Z (f4 BAR #4 BAR EPDXY COATED EPDXY COATED i 8" TAPPING VALLE FLANGEFLANGEMECHANICAL OR :-:'i D JOINTS >t • .. c:: ONLY \ �.ANCHO VALVE ANCHOR R" UVATCA kAAIKI C.V. OF CONCRETE ANCHOR FOR VERTICAL BENDS PWE DIIIIII 43 BENDS zz 1/2' BENDS 11 1/4' BENDS e-K 0.7 0.4 0.2 B'-ta' 1.1 0.6 0.3 12 2.4 1.3 0.7 Is' 4.2 2.3 1.2 L^iJ LL ^W^ LL I of D LJ n0 THRUST BLOCK REQUIREMENTS WATER- DISTRIBUTION NOTES GATE VALVE 1. The Contractor is herein advised that "record drawings" W/ BOX I will be required on the project which will reflect the PLUG, elevation and location of all structures and improvements on the project. These "record drawings" will be utilized by the Engineer to determine conformance of the project to required tolerances as set forth by permitting and/or approving public agencies. Tolerances established by these agencies must be met in order for the project to be t" POLYETHYLENE accepted for final certification and approval. TUBING SERVICE 2. All construction shall be in accordance with applicable Florida Department Of Environmental Regulation and the Fort Pierce Utilities Authority requirements and specifications. = 3. No field changes or deviations from design to be made without prior approval of the Engineer and the Fort Pierce Utilities Authority. 4. Water main where specified as Polyvinyl Chloride, shall conform to AWWA C-900, pressure Class 150, DR(18). - - --- • •- • _ - -- z 5. Water main, where specified as Ductile Iron Pipe, shall conform to ANSI A-21.51 or AWWA C-151, and shall be Class WATER MAIN Do50 unless otherwise specified by the utility having z - jurisdiction or the Engineer. 6. Water main shall be blue in color or white In color, both `n PLUG shall have the words "water main" printed permanently in GATE VALVE CONNECTION blue on three sides for the length of the pipe. • W/ BOX FOR PLUMBER FORD MODEL F1102 7. Fittings shall be cast or ductile iron, standard body, CORPORATION STOP conforming to AWWA C-110 and ANSI A21:11, Class 250, OR APPROVED EQU ` cement lined, and seal coated. S. Gate valves shall be Mueller Resilient Seat, Kennedy Ken -Seal, American or approved equal. Valves shall conform to AWWA C-509. STAINLESS STEEL DOUF. STRAP SERVICE SADD 9. Water lines sholl be laid on undisturbed ground, or ground WITH LP. THREAD^ density to 98% of maximum acted corn in accordance with III P Y AASH TO T-180. Backfiil shall be compacted to 98% of maximum density in accordance with AASHTO T-180, The TYPICAL WATERS contractor shall submit certified density tests in accordance with the frequency set forth in the TEE USED AS specifications. 10. The contractor shall contact the Engineer, the appropriate Governmental Jurisdictional agency and all utility companies at least 48 hours prior to commencement of construction for coordination of any utilities. 11. Traffic control, barricades, etc., shall be in accordance with the Florida Deportment of Transportation standards gyres and a Maintenance of Traffic Plan shall be approved by the City of Fort Pierce prior to commencement of construction. t 12. Minimum cover shall be 36", pipes with cover less than 36" shall be concrete encased or be Ductile Iron Pipe, unless 1 L otherwise approved by the Fort Pierce Utilities Authority. 13, Disturbed areas shall be restored to their original condition. All unpaved and unsodded areas disturbed 1 1 4 22 1 2� duringthe construction shall be seeded and mulched in J / 1 1 accordance with Section 570 of the Florida Department of CROSS AS TEE 45% OR 90' BEND Transportation specifications. 14, Existing utilities shall be field verified and protected by the contractor. 15- The contractor shall furnish record drawing information to i the Engineer, including locations of tees, valves, fittings, service connections, clearances and any other information necessary to locate the water main appurtenances constructed by the Contractor. - L 16. The contractor shall tap existing lines under the supervision of Fort Pierce Utilities Authority only after REDUCER preliminary testing and disinfection has been completed and approved. 17. Water main shall be marked by the use of continuous Blue 90' BEND CROSS USED AS multi -strand insulated 12 gauge THHN copper wire. 900 BEND 18. Service taps (Bacteria Sample Points BSP) shall be placed approximately ten feet away from gate valves, as shown, for testing. Following testing and sterilization of waterline, contractor shall place a brass plug in oil corporation stops which were used as BSP's and remove the tubing and curb stops. i 19. Mechanical restraints b used on all fittings except those on Dedicated Fire Line installation. See fire Line notes LVEfor construction specfificotions. ' 20. Where a water main is to be installed near a storm drain OFFSET pipe a minimum of 6 inches of vertical clearance between pipes shall be maintained unless otherwise directed by the WY Engineer. 21. All water mains shall be tested at 150 psi for two hours. Testing methods shall conform to AWWA C-600 requirements. Allowable leakage formula: L = SD 133200 ,200 ` dddRRRIIIfff � \ L = Leakage in GPH �• - ^ S = Length of pipe in feet D = Diameter in I .. .. ...,._:. Inches P = Pressure in psi m m 0 W O L) UJ ,UJ v / Id UJ Q 7 J r .o 0 $ Q 4 O W � � rn « M W CL a a 0 N NW M M � mN W wn V I z O 5+ rn 1 n Qo o� N Z Dmm W Z 0 O Q U ry LAJ r�n V U Z_ • M V / In j� LI1 r� V SHEET NUMBER C 13 OF 14 ALUMINUM COVER, COMPLETE WITH STAINLESS STEEL ACCESSORIES F '' • ALUMINUM COVER " �" (MIN. 36"x60) SAFETY CABLE `" 0 12" EACH WAY ALUMINUM CABLE HOLDER t5 SEE "TOP SLAB REIN- a 7 FORCING PLAN" FOR STAINLESS STEEL GUIDE ADDITIONAL INFORMATION) BAR BRACKET �YF FINISHED GRADE ELEV. A ;I. i, ELECTRICAL ': 1 -0" CONDUIT 2" MIN. ° 6' I.D. PRECAST WET 2" 90' a B. WELL SECTION, ASTM BEND WALL CONNECTION C-478 W/ AMERON "T-LOCK LINING. STAINLESS 4 SENSOR CABLES STEEL CABLE, -. POWER CABLE ° 2" PIPE 0 0.02 ° SLOPE TO CHECK -. INFLUENT & VALVE PIT -�--- a ----- --- 6" MIN. D.I. .° DISCHARGE LAG PUMP ON _ _ _ _ - - - - PIPING . ELEV. C - STAINLESS STEEL -, LEAD PUMP ON GUIDE BAR WITH ELEV. D - _ _ _ _ _ INTERMEDIATE „, - ' SUPPORT ° PUMP OFF_ 6"W REDUCER AT _ _ _ _ _ _ _ ELEV. E ° •o ° PUMP DISCHARGE GROUT FILLET Q 1.75 7 DISCHARGE HEAD ELEV. F ELEV.- 6" MIN. 7"CLR. ELEV. H e 3"CUR . 9'-4" SQ. #5 0 12" EACH WAY TOP & BOTTOM .IF 4" PUMPS ARE USED INSTALL 6"x4" REDUCER AT PUMP DISCHARGE SECTION LIFT STATION DETAILS UNAFLEX — STYLE 3150 FLEXIBLE COUPLING MINIMUM 6" D.I. FLG. PIPE FLOW —y — 9212—LS.DWG EARTH SIDE P D. 2'-0" MAX. o D 1M COVER, COMPLETE STAINLESS STEEL ACCESSORIES I I I I I I I I I I I I I I 2 - (TOP & BOTT ) EACH SIDE OPENIN( #5 (TOP & BOTTOM) x 5' LONG r 15 s r � '�s 951 a AN � .1 uk �' III■III �II:111�11 �; ..IIIO.1111� I�,I III■II■ �II10111••111�11� UNAFLEX 3150 COL A 44d 1 d0 t ��� t! ZYmT'� 3 � r • I i(�A i4-w1 �i, �ffiQ'rv. £ a£9 �'#. �. x di# I�A•. �R �:1 •:.�9 � i'�1.:. �'�flX� .• •. k s ". ••1 • •• •�sC • •• I.. I ,,. All M WA , MAL K CO .:, . Z f •. _ �iCORPORATION _ • . W/ PRESSURE GAUGE III■III /~ �III�II1�1I ��II�C� 1 q4ft 0 02 afi I d '®• 11 nA 4 �A A #5 12" EACH WAY • •• a +m i4Awl�v, ELBOW• •- �3nI4 dA u't a fl S WE 1 SECTION' N3 t Y Yjgi 4 k A 9 y Y .,,VVALVEPIT Y4 ° �n tau tit I d r as t. • EVATION DESCRIPTION A 21.00 TOP SLAB FINISHED GRADE B 5.00 INFLUENT & ALARM ON C 3.00 LAG PUMP ON D 2.50 LEAD PUMP ON E 2.00 PUMP OFF F —0.83 TOP OF GROUT G —1.00 TOP OF BOTTOM SLAB H —2.33 BOTTOM I 15.50 TOP OF BOTTOM SLAB — VALVE PIT EVATION .SCHEDU 6' I.D. WET WELL GUIDE BARS T POWER CABLE - PUMP #2 - . -INSULATED THROAT 2" SCHEDULE PVC BUSHING • •CONFIRM T LEADS. NTH PUMP MFGR.PROTECTIVE JUNCTION CONTROL PANEL SEALED �UM" OR LIFT STATION ENCLOSURE CONTROL PANEL TELEMETRY PANEL - • • • •• y"63 Y +2e '' _ • • • ��k aykt :• taFa �, Ax I r `Y r I l • I a. . ,—ALARM LIGHT (SIDE • '� 1. $ ,�, ' MOUNTED FOR BEST i, VISIBILITY) r f VENT HOLES WITH SCREEN •`�: FUTURE TELEMETRY 0 ��'�-' FRONT DOOR CABINET (AT REAR ii (PUMP CONTROL DOOR) i� p� PANEL ACCESS) e.B POWER CO, 1 1 METER z i 1 NEOPRENE GASKET DOOR EQUIPPED WITH ALARM HORN 1 PAD LOCK TYPE HANDLE 40• h� LOUVERS BOTTOM OF M�,1, MAN• DOOR WITH SCREEN FLANGE INSIDE NOTE: ATTACH ENCLOSURE TO STEM WALL WITH A MINIMUM F.,EIGHT STAIN ESS STEEL,DRILLED ANCHO. .. ENCLOSURE FOR CONTROL PANEL 10 SERVICE ENTRANCE �- GROUND ROD AND CLAMP AND ALARM LIGHT NOTE: ALL FEEDER CONDUIT ENTRANCES SHALL BE STAGGERED '.FITTINGS FOR EASY REMOVAL. FOR SERVICE ENTRANCE AND ALARM LIGHT ONLY, A NEMA 4X HUB IS REQUIRED. (NO SEAL ?OR UNION.) CONTROL PANEL ELEVATION EQUIPMENTFRONT VIEW MOUNTING RACK 8" WM B" SAN r 8" SAN /- M.H.#7 x 25'X30' LIFT STATION EASEMENT 1" WATER P SERVICE CONTROL PANEL VALVE PIT i 1 1 � WETWELL 8" SAN - 8" WM M.H.#8 8" SAN - x —._- ---- x - SCALE: 1 "=20' LOCATION PLAN NOTES: 6" FM N Lo N � W W �M W A � O Z W rM W > j0 I 0�� a z n Zo F— Z U n Z �Wo N Q 5a„ Z u� aoo 0 U Z LIJ L/ 0 0- 7z Z W LL.► a � W U F- 1. Piping from wetwell through valve pit shall be 6" Class 50, Ductile Iron Pipe. All fittings shall be cast iron or ductile iron with stainless steel bolts. 2. Float controls shall be Peabody Barnes (or approved equal) mercury level controls #73612 (suspended) with 40 feet of cord length provided. 3. All exposed surfaces shall be painted with two coats of forest green. 4. Shopdrawing s for n control panel o the wetwell valve it pumps and co t g , shall be submitted to the Engineer and approved by the Engneer and the Ft. Pierce Utilities Authority prior to any construction or ordering of materials. 5. The Contractor t actor shall supply all labor, equipment and materials necessary to install all electrical work and service runs to the power company transformer and provide a completely functional lift station. 6. The contractor shall provide two (2) identical explosion -proof pumps as follows (or approved equal from Myers or Hydromatic): Make......................................Peabody Barnes Model...............................................4XSE Impeller...........................................7.00" Capacity.........................................240 GPM TDH..................................................35' MotorSize..........................................5 HP RPM.................................................1750 Volts................................................230 Phase..................................................3 Discharge ................. " 7. A fully operational control panel shall be provided for a duplex pumping station and shall contain all of the components listed in Section C.3.7 of the Ft. Pierce Standard Specifications. I , Lj ■ Lo LLI ri> \_ V Z W i- Z Z 0 F_ 0 Q U af �F_ L.L. V J 0 Z_ _ � / C1 / ,J/ ) L 11^- 1 I..L TW V / SHEET C M14 OF 14 SfE�AL �r30o1�D �il-fc»,l-III I 31 I I i1 I I I 1 I Z I 20' 'd671PN ; Lii Ir S (TYPi Acll CArZ,u" v'k5 h Uo tJ KLU` %z ° L A U p�IZ t I IN1M l t�l V 1126441AIl VFW-00.fi STORAGrE COf'lF`OL l "i i—M 16' :20' DLD6{ uT 22' 14' 12' — \ / r 23' 111 EXISTING TREES TO REMAIN (TYPICAL) 17141 ,< _ / N Ei$"15X' 26- E'-744b (E?USTING VEGETATION TO REMAIN (TYPICAL 15' 01 t 16' LIT r i ' • "i / ' % �� "/,�/ �/ ,' i r i fin. _ .• ` )i'C AZ IXl•'IPSTER O � � �� i�/�i � � //��/� / v i 5 PII.LU�i �LUottll ; '° I Id' x S' f /zn C �r • IU I I SAn�aL PAL1-1�1-rr� b Srb 0 / 'o / /' p / o o 0 0 5 oD 24. R sP�AC£5 � n�oc D) oR i-i"� i, T �9 sPT � T , 64; 1 �1 ' IT NG A5 sItUWIJ /:. 8 QUlGIY 2 uFtZ �IrU� PN f 1�X v5 VIfZ�I 17>JJ/< Io',<'9' 1%z11(-,1r 0Zio Igo 11� o o 5� / I'/Z" CAUr'�, , 30 ���t ' • ast Ill j • ,� P t i 14 Ill • • 3 I� FOR • • A • ill' �. • �i►: . ■ - - ■ • 11 I, A ,_ 16' f5ULDING Will I / ♦ ' fl U ' T , • MIMI &IIAri-J:s_—_!lrrir ��rY��I�� I � �E . 1 r • �� 1 0 YAti 17 S�YSaL I'AI.M�fity (130�� '� UI-rf, fb' z^ y' d � • 24' 20' b 4' IV 4� i�cu • � / ���1 I�I ��i / X STING VEGETATION O Aly TYPICA ° 1 20' / EXISTING TREES TO REMAIN (TYPICAL) ------- ------ G'1�AA0 RAL --- I<^1Y -- ------------------------- Iztrc-- EXISTING VEGE ATION TO REMAIN '.I (TYPIC Al i' i cl,A H-r. 1 -5140 t l (�Isl1 r��i�1� I � • Pr (I���Qi.T ����I 1 ♦ 1 i ✓; s P r ', �t SCALD � 1� 1 • — 40 QUAN NAME I PART MAT iiiiii LEGEND NAME ONAMH' SIZE BOERRUBRUM ROOT RED MAPLE ( CALIPER MIN.) W 10' X 5' B. B 63 ILEX ATENUATA'SAVANNAH' SAVANNAH HOLLY 6' HT., FULL B.S. 7 ' LAGERSTROEMIA INDIA'POTOMAC' PINK CREPE MYRTLE (1 12" CALIPER MIN.) 10' X 5' B. B. ' 21 PINUS ELLIOTTI SLASH PINE (1 1/2".CALIPER MIN.) 10' X 5' B B. .` 37 OUERCUS VIRGINIANA' LIVE OAK (1 1!2" CALIPER MIN.) 10' X 5' #30 57 SABAL PALMETTO (BOOTED) BOOTED SABAL PALM (SEE PLAN FOR HEIGHTS) 12'- 24' OA HT B. B. ACOELORRHAPHE WRIGHTII PAUROTIS PALM 12' X 8' B.B. QUAN I BOTANICAL NAME COMMON NAME ; SIZE ROOT 213 � ILEX VOMITORIA'NANA SCHILLINGS' DWARF YAUPON HOLLY ' 13" X 13" #3 250 JUNIPERUS PARSONII PARSONS JUNIPER 12" X 18" #3 1914 LIRIOPE EXILIFLORA EVERGREEN GIANT LIRIOPE {, 12" X 12" #t 198 MYRICA CERIFERA WAX MYRTLE 30" X 18" #3 373 PITTOSPORUM TOBIRA 'VARIEGATA' VARIGATED PITTOSPORUM � 14" X 14" #3 184 � RAPHIOLEPIS INDICA PINK INDIAN HAWTHORN 13" X 13" #3 > 6 SERONA REPENS SAW PALMETTO 5' X 5' #45 ' 83 TRIPSACUM DACTYLOIDES FAXAHATCHEE GRASS, 30" HT., FULL ie3 247 I TRIPSACUM FLORIDANUM DWARF FAXAHATCHEE GRASS 18" HT., FULL #3 281 ZAMIA PUMILA COONTIE 10" HT., FULL 41 .F^ QUAN MATERIAL UNIT •� 196,000 ' BAHIA SOD (ESTIMATED) SQUARE FEET 30 CYPRESS MULCH (ESTIMATED) CUBIC YARD AGRfORM FEATx ricR TABLETS ' KACED A {4L)(•.RI{I {- FRON ,.'> RooTBALL E ••x BELOW GRADE , . , " .. ' ,• :.,: �FNISN F TABIETi PER TREE r x {' x r P.T. PYiE STAKES ' (l 11EOLwED. EQUALLY SPAGED) ' .11" \ RE•FORCED BV.LK p I i GARDEN HOSE IRS f.--�Ro°TSAII D \ TREE PR • 2-STRANDS T1VrSTED 1 yu GAi,cE ANNEAIEI) ' c ALv ANIIED WIRE WrtN GALY. STEEL TURNBUCKLE RExY-ORCED BLACK GAFiDFJI NOSE T % P %!' P.T. PYiE STAKE wIaYFA3 eLaLAP STEEL •Arorw SAI10EA f011 '.. PLAHiYK3 _ _. LA+pSCAPE TMBER z DEPTH. OF SNRELOED TOP DP BOOT BALL TO BE , sAAGE w, t x • CYPRESS NACH START 1' IaoER THAN F•L GRADE PAD.) REO. APPROY` {' FRON TRU.( DEPTH in cvrREs• "ART.r AGRFORY FERTP ncR TABLETS tAxC,1 {' TREE / t� INSH GRAM WELL jRy� � ' t�wy� yv� _ Ki.NTYMi 30E W%TURF: Y.!%1 STAKE REMOVEBURLBURL"lPAHri MATM�p33 1• PEA FROM UPPER 1/] — t ).:,• rY'� fI t•LOAOANITE "III. J'.� ] KANTHG BRACE S Of AOOTBALL .:� — I I 'f PEA YN]I CALiER � E PARTS TCPL SO WELL I III 11= I ill mil `EXKTNO SLg30E TAMPED BEFrF.LTM q pfN(h W.Io-j'tl _ EXISTING VEGETATION TO REMAIN (TYPICAL) I� PLIFT JAT10N --------------------------------------------------------- uEST wu IJNE NOTES: All plant material shall be Florida #1 or better. Plants will be inspected by the Landscape Architect. Those plants that do not meet speccations in size or grade will be rejected. The landscape contractor shall have a competent foreman identified at the beginning of the job who will be on the job throughout the installation of planting. This person shall be responsible for directing the crew and any subcontractors working for the landscape contractor and shall act as the landscape contractors { representative to the owner and LandscapA Architect., ' Landscape and irrigation contractors, shall be responsible for locating all utility lines including cable prior to digging any holes for the installation of planting and irrigation. Landscape and irrigation contractors shall be responsible for providing a string line connecting. the side lot line corner markers prior to installation of planting and irrigation. The landscape contractor shall be'responsible for finish grading. The landscape contractor shall lay out areas to be planted and arrange a meeting with the Landscape Ar chltect for approval before planting. The landscape contractor shall be responsible for the preparation of all areas to receive plants. All plants, grasses and weeds shall be removed by hand, rototilling or by scraping. Ground is to be leveled and watered if dry. Plant holes are to be backfilled with a homogeneous soil mix consisting of 2 parts sandy topsoil, 2 parts peat moss and 1 part cow manure or milorganite as shown on detail. Agriform 20-10-15 planting tablets shall be added to'eaCh plant hole according to the manufacturers recommended application rates or as shown in the planting details. Backfill halfway up the rootball, place the tablets beside the rootball aboutl inch from the root tips. Do not place tablets) in bottom of the hole. Areas to receive sod shall be raked immediately prior to the laying of sod to remove any imperfections in the surface. Sod shall be watered immediately following installation and shall be rolled within24 hours. The contractor shall provide the specified mulch. Apply 2" depth of shredded cypress mulch to all planted areas. The mulch shall be installed as shown on the details to ensure That it is not installed too close to the plant trunk or stem. The landscape contractor shall guarantee that all container plant material shall be alive and thriving for a period of 90 days following planting. All trees and palms shall be guaranteed to be alive and thriving for a period of 180 days following installation. The landscape contractor shall replace all dead or sick plants at no additional cost to the owner. NOTE: AN AUTOMATIC IRRIGATION SYSTEM WILL BE INSTALLED TO PROVIDE ADEQUATE COVERAGE TO ALL PLANTED AREAS F- LU Lt a u F■ vg W U Er Q Hti F��q1 R C L SHEET NUMBER L-10F 1 I I I I I I I I I I II I I I I I I I u S p� `Yht� t t 4S w h t sk dd''WW a� tuA d Y 3.f •a.--AGG''k5� 1 h'•N'� Y Jn gm V 'P6�`6`d:;S ° � '..i r' >, x -. ^f � J ... . ]'vl• .. 43,' W .>j .. •,.. ,{ � �'rtl"i 9i • • ' ;.. n15 sal=-'`s"" • _. PAC) WRIMI s xct I ,� Nz awax}sa s. a wi'• Pump STATION ZONE • STATION • • WELL z pp�■ _,. a, ,w ,n ..ti • i7 • �I a �,n • � t N i z. " Y r ., STC)RMWATERYxLo4sYx z 5� N " Xy "a ZONE 11 • N F 2" 12-CS 2" mainline _I Iq SPIq 1 '., 15 I 1 2 2" -- - I ff m l �� S A I 7 �5P � I� � 7 5P I I I I ZONE 2 �II ZONE 17 1700 FT. 4 - 1Z Q OF TECHLINE 8 12H FOR 2 - 12' F Q JCE STO. 9-SS — _ N ZONE 9 2-12'Q �I 6-12'H 11 - 12' F 2' s rl 1 2" mainline X 2' 2 8 ZONE 10 W 3-12'Q 9 9-12'H 2 - F 7-SS 8-CS ZONE 8 2-12'Q 12-12'H 1 - 12' 270° 4-12'F 1-SB 5 139 54' 26' u 744.62' sIGN SHERIFF'S RDMINISTRRTION & OPERRTIONS BUILDING x 16' DUILDING IJEIGI-1T II •yJ ZONE 6 I I - 7 12 Q ZONE 5 - 13 - H 1300 FT �I 5.12'F -�}- OF TECHLINE Q o---< 2" III I I I I L 11SP i I i ZONE 7 2-12'Q 11-12'H /J 2 - 12' 270° �,y>1 �k �u k _ , Y^_ f I� +r z to I ♦ • A r - ,�^ 6kr�.a. wa .Y IA�IP•; `t �x >� Ek. a K." j A IRRIGATION LEGEND: ' SYMBOL QUAN. DESCRIPTION ca 3 TORO 570-P 6" POP UP WITH 4'EST END STRIP SPRAY NOZZLE c 32 TORO 570-P 6" POP UP WITH 9'SST SIDE STRIP SPRAY NOZZLE c 48 TORO 570-P 6" POP UP WITH 4'CST CENTER STRIP SPRAY NOZZLE L, 41 TORO 570-P 6" POP UP WITH 12' SERIES (QUARTER) SPRAY NOZZLE 0 116 TORO 570-P 6" POP UP WITH 12 SERIES (HALF) SPRAY NOZZLE �j 3 TORO 570-P 6" POP UP WITH 12' SERIES (270°) SPRAY NOZZLE 28 TORO 570-P 6" POP UP WITH 12 SERIES (FULL) SPRAY NOZZLE 85 TORO #512-30 STREAM BUBBLER a 17 1 1/2" TORO VALVE 252 SERIES WITH VALVE BOX v 1 TORO VISION I # 188-06-02 (ZONES 1-1.2)12 STATION CONTROLLER 1 TORO VISION I # 188-66-02 (ZONES 13-17) 6 STATION CONTROLLER 1 STA-RITE #DHG 2 HP, SINGLE PHASE, 240 VOLT WITH HIGH HEAD 1 K-RAIN #KPSR5 PUMP START 1 2" CHECK VALVE 1 VIEW FLOW FILTER ♦ 3 TORO/NETAFIM #TLFV TECHFLUSH VALVE - 4,000 LIN. FT.TORO/NETAFIMTECHLINE'DRIPLINE ■ 3 TORO/NETAFIM # PRV075HF35 3/4" REGULATING VALVES 0 1 TORO RAIN SWITCH 1 3" GALVANIZED OPEN END WELL WITH A DRIVE SHOE TO A DEPTH OF 84'. THE WELL MUST PRODUCE A MINIMUM OF 50 GPM WITH NO SAND RECTANGULAR HEAVY DUTY FINISH VALVE BOX WITH - POP UP SPRAY CR-kDE LOMNO LID HEAD FINISH GRADE rr WL Pe• SLACK WIRE LATERAL LINE VALVE BOX EXTENSION ..''SCH. 40 PVC SCHEDULE -.:.. ' s. •- ` AS R_pIRED W4" LATERAL IT' DEEP MIN. Bo PVC • ..: ;:: < <. : • _ ' CONCRETE CURB ZONE 3 65✓D . 0PLEAN GRAVEL wTO LATERAL LINE A GUTTER OR 1- 12' Q TAPE WIRE SIDE OF MAIN (3) 90• MOW STRIP 2-12'H SCH..40 PVC MAIN LINE AT /S'-0' O.C. SWING ELLS 13' DEEP MIN. 1-12'F AUTOMATIC VALVE POP-UP HEAD 9-CS ' SCALE: NONE 8-SB AUTOMATIC SPRINKLER g CONTROLLER U - N NOTE: PIPE UNDER W PARKING LOTS SHALL, BE SLEEVED KI 2„ FROM - FINISH GRADE S WALL § N FLOOR _ '- LATERAL PVC LANE FINISH GRADE _ 2' RIGID STEEL PIPE - ! 2" SAND OR ROCK FREE T' RIGID STEEL PIPE SOIL AROUND ALL -PIPE - ELBOW, IT' RAD.16 - - _ MINIMUM 7>r r YA1N PVC LINE TAPE WIRES TO SIDE OF MAIN LINE AT 10`-0" O.C. SPRINKLER CONTROLLER TRENCH SECTION - SCALE: NONE SCALE: NONE CCICNETE WALK PAVEMENT -- CHAINLINK FENCE CoMPAcreD BASE COMPACTED S AM 'III III =��ll III _ S EEYE EXTENDS IS' BEYOND _ — n EDtE Of PAVEMENT. •LEEVE M TO BE 3CPE13lLE u PVC. ME SO:Ef MOTEO ON PLAN 2" mainline SLEELVE DETAIL r-¢ ZONE 3-12'H 1 - ES 2-SS 5-CS 21-SB NOTES: Beginning after the valves the irrigation installer shall size pipe to maintain velocity •— LIFT ATION below 5' per second. — The location of the irrigation heads shown on the drawings is approximate. Actual placement may vary slightly as is required to achieve full, even coverage without spraying onto buildings, sidewalks, fences, etc. A one year guarantee shall include filling and repairing depressions and replacing plantings due to settlement of irrigation trenches for one year following acceptance. s� `_-- -- " ---- All pipe (pressure lines, lateral lines & sleeves) shall be schedule 40 PVC. The sleeve diameter shall be two times larger than the pipe installed in the sleeve. -------------- --- ---------------------------- -- Install pipe and wires under driveways or parking areas in sleeves 18" minimum below finish grade. All wire to be 14 gauge and taped every 10' layed below mainline. _ ----------- --------------------------- Set valve boxes over valves so all parts of valve can be reached for service. Set cover uE5T l UN— of valve box even Vith finish grade. Place 6" minimum of gravel below valve for drainage. Maintain 4" minimum between bottom of valve and top of gravel. Adjust heads to proper grade when turf is sufficiently established to allow walking on it without appreciable harm. Such lowering or raising of heads shall be part of the original contract with no additional cost to the Owner. Adjust watering time of valves to provide proper amounts of water to all plants. After system is installed and approved, instruct Building Custodian in complete operation and maintenance. C :e e 'w E� U Qv r W U E"^ Q y> ror 6 Y�, w SHEET NUMBER L-2 O F 2 , m a ° 20' 0 IN'l f t0 F f r f FF +Ri 1y 1-OR O'r �fd-,R`IEEFII`, ° W II-PNOS L11 li-IS eI YP1f=R i. 22" 23' rr --1- :-------------- N 89 54' 26' E 744.62' ° 16' '`- 20' 20 _ — — — —— — — —— ------- 12" 30 1r' 15' WETLAND ° _� •_ 0 a o o 0 0 0 0 o I 12" 19• 13• 25' '^ '/ / o ° 36' / a o ° / C 15 1 15' Q ° b O 1<9 O MAINTENANCE 35' 4 • GOPWER TORTOISE c o t20' BLDG W •F- m "T LLrER o - M PIAD ;-I VELUQE STORAGE COMP X-"D A • • , POLE ICIM- W • • • L� 27 • �- , • w P �w. xx- w , uEUPAD DellsER oNLAM O AN LW FENCE ------------------------------------------------------- II C C m C� CJ 0 1 L DLJMPSTER IT E LEI 1• FOR JCE STO. t 161 uT l — o ' ITS^ )15 4 7 U SHERIFF'S ROMINISTRRTION & OPERRTIONS BUILDING t 16' ®UILDING NEIGUT raEE F�h��6E RBI k b fL t' WEST M 1I D W A Y ROAD 7 FIVE HE ilL WE I2 I z J rt .1. -. m,.. -... G55' 1244.a2' 1 1 70 I 1 I 1 I 24.16 44. 1 I 1 I 1 o� I I 1 I I I �oe14 000/4) (So 1-10014-020/7) ( I I 17a59 Ac. I I I 15 16 -tl V n i 12 sl - \j \ �` AR o i P/F i i IRS goi (O©t5- 000� M 1 ! 1 f 0. 00 ^C- I 1 70' 330.17' 's to 2• t _° •n �. 744.`•1' 499.19 ._ _,m_.... I 330. 30' ti v, NA t1 1O .v 4.,, � -T a ZONING & LAND $ aR n°Fl• 11 a; " is ° 00 y M � — ' L I. is J f I• a O I _. 1 _ . ; �•• 1 _ r /T.• w 8 WEST R/W UNE LL i ICI i sr 37 � sp•T h2•C[ W v FORT14 7W s N °'_'✓•-.y-�". �- TO. 23 24 29 w '' '26 • _ 1 ti. Z 2K _ I • f . 1° `6 31 — 1 e 2 ' x � .. Ems,. �, 6 +\ �4''S tl .� i I, 1.16- 5 !f 19 13 It �R 11 '..• ' .. 10 I) ,I 15 \ -_ .-- I e =. -.- .may • ol,s ` �' � 1 'T 2f •''. • 22 ) 2 I 25 It 20 21(4 2N Y� 20 "` 21+ x _a w .J / �--r LOCATION MAP �._ p ^2 f xx' �I�� )o '�-,...�% ��' f 26 I zs- 9 2e N � '4 LAND DEVELOPMENT TABLE =- SCHEDULE CONSTRUCTION DATES: START CONSTRUCI70N: Feb-94 Z "* COMPLETION: Feb-95 DESCRIPTION S.F. ACRES PERCENTAGE k Srm: 435,602.70 10.000 100.00% BUILDINGS: Sheriffs Administration/Operation Center 49,640.75 1.140 11.40% Maintenance Building 6,004.00 0.138 1.38% $ Mechanical Building 1,507.00 0.035 0.35% ` Totals: 57,151.75 1.312 13.12% IMPERVIOUS SURFACES: W ------------------------------ Heliport & Walk 1,880.00 0.043 0.43% x rt, Mechanical/Duntpstet'/FuelPads 1,344.60 0.031 0.31%' ------------------------------- Sidewalks 8,412.70 0.193 1.93% �, ^ Parking Spaces 39,258.00 0.901 9.01% Driveways 59,090.60 1.357 13.57% Totals: 109,985.90 2.525 25.25% UNDEVELOPED LANDSCAPED & RETENTION AREAS: 268,465.05 6.163 61,63% SHEET NUMBER Al OF 35 a 4WW FI-7-4-1 rV-CW/Fj-ECT 5-6-9:1 '70 EVIDENCE STORAGE LEE F16 -1� WALL !711- y -4, FE�73 Fi-211 Fo—pol ld24 T. SECRETARY/LT. CAPTAIN OREAK ROOM Fi--i9-1 TRAFFIC, UNIT Fiii-21 5 F7 ROAD PATROL WALL Fl -3-81 T-ETT77 Fl -40� ROLL CALL Li )AD PATROL WV CA� OUST.061 135 -1 FL 3-71 Fl-4 1-1 SWIFT SUPERVISORS T-TTT�7 STORAGE W47FLL MT. RECORDS WVAC S t Fme� TRAINING ROOM F1-42� RE$CRTS, Fite] FLE-SASTORAGE 14-71 L] FIZ91 lo�l Fo�2 r6�3 WVAC TEL. TRAININ(- tK. LASER OFFICER soft CGO S.C.T. WAI I L.00XERS 144 :21� --- EV ROOM L Fils] Q 1-4---9 P.ANCW/GFZOVE 1 VIDEO FI-4-3-1 ROOM 145 i i 155 1-5-61 WALL DRytjr. K-9 STORAGE ROOM F-571 FCsfl F-141 IDENTIFICATION T. a u WOUSE CWECK SAMOR F164-1 F-10-81 A"XLIARY SGT. SECRETARY LT. 152 SECRETARY FIELD SUPPORT WALL LIC 2:1 rl-OSl FIO-71 QiZiTl OUST SGT. SGT. D-Aj;?.EJclp.U. 156 09-el DEPUTIES Ill SWOCAP ECU ct_ejRfCs EXERS ri 10 PLOR COST. I -jL 1-1011 f�07 SrORA;F- F0-8-91 STORAGE TRANS. LT. ow [-1661 C WORK AREA ECU DETECTIVE ECU DETECTIVE F(5�7 O567 ./F ME:;WELECT 7 LT. OFFICER SECRETARY WORK AREA SG .T. CRIME STOPPERS L-Omy Fo—B -41 WAIJ- ADMIN. SUPPORT MEN WOMEN FO-7-21 J11 M4 _rolu�T FO-7-11 Wcx-l5N,S LOCI. FO-70-1 VEST. F6E4-1 SUPPLY FO-75-1 OUST. FQ-7 47 Qr'INASIL.M Fo-776 VEST. 1595-1 AkCWIVI5S VON IMTT F56-71 ELECTRICAL F69F-1 rlECWANICAI- P(.RCWASING 03 037043 1 PLANNING/ FACILITIES COPY/plSOr.RApW --W� SECRETARY RESEARCW PESEARC44 F042 WALL 039 F6Z51 F6Z7 CUSTODIAL MAL ROOM OFFICE FO-351 FO-3-61 SECRETARY DIRECTOR WALL FO-32 WALL SAFE FINANCE roZ91 FO-3-1� PAYROLL Fa F7 F -33 Q FO-34 i SECRETARY DIRECTOR MEN r5E0� r0--3 1-1 CADrlPTPJOU-EFZ CLERKS FO-1-2-1 Fo 1-4-1 OFFICE OFFICE WOMEN PCX-YCwkAPW PROFESSIONAL STANDARDS WALL WUMAN RESOURCES c r55EI Fo- -io-1 RECEPTION r ATTENDANCE CLEW Fo—, 7� CONFERENCE r0279 11 0301 SECRETARY DIRECTaR, ® 11 F62771 ASSISTANTP.I.O. 11 P.I.O. 024 SECRETARY II UWDEFRIE41ERIFF Fo 1-61 7�A r62-21 WAITING AREA U 'VEST. FC56-71 WORK APP-A/FK E TOR Fo—,-S� F5:�70 FcRi7l I M DIRECTOR SECRETARY SECRETARY S-E IFF OENIEFITS CZZW SUPERVISOR 11 H ADMIN. 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Y/ -, w'`'a [OWN" .:'� '� T� a.�.�; k i ■ FILLER JOINT- 12 1,141 ROOF SLOPE a FIELD MEMBRANE---- ADWERED FLASWING SWEET TERMINATION GAR FASTENED 0 4'-0- O.G. TWRU FIELD MEMBRANE 6 BUTYL STRIP SINGLE PLY ROOFI G. MEMBRANE ON 2' 111J. . LT. WT. GONC. 3 1/ ' RIG1D 00ARD.INSLJLATION . AND 22 GA- GALV. TI-..DECK —> TB-3 • B' x 16' GONG TIE BEAM CONT" BUTYL STRIPG 4' BRICK VEN SOLDIER COURSE PROVIDE SOLI UNITS ® CORNERS 4 ENDS OF SES. TYP. 'W' BLOCK 0LACES AM W/2-•5 BARS CONT. BITUMENOUSROOFING ON ALL EXTERIOR CONT. BUTYL IP 4' MODULAR F E BRICK VENEER IN RUNNING B W/ 1' AIR SPACE WOT DIPPED G V MASONRY TIES 0 16' O.C.VERT. 8' x 8' x 16' ONC MASONRY UNITS IN RUNNING D SINGLE PLY ROOFING MEMBRANE ON 2' MIN. LT. WT. CONC, 3 1/2' RIGID BOARD INSULATION AND 22 GA. GALV. MTU DECK -- 12 114 F ROOF SLOPE ELEVATION - 1 6`u GALV FLASWII`- ,4z fx�jt�v�3k`iV III WOLESI • •- • • L-- • —TERMINATION • • • 12 a r �T �6 • • • j—TERMINATIONn. • • •$ it - -•• :-• • 0157 IN k TOP OF PARAPET w, th TOP OF A1-UM. FASCIA it 4'- 16 GA- CONImr-QEZRACK— GRADE P••• Ilk STL. JOIST bEARING VEEVATION +12'-B' w in 0 .125• THICK FORMED ALUMINUM FA W/CONT.TOP PANEL 5/8- EXT. GRADE PLYWOOD ON 4 IB GA. MTL STUD FRAMING ® 6' K SERIES STL OAR X DWGS. FOR SIZE AND • O.C.M. r f�•• _—�� 0 a • • �11 TOP OF SOLDIER COURSE W/I-PS 5AR CONT. Ar 4" I!5RICK VENEER SOLDIER PROVIDE SOLID UNITS 0 C4 11 F ENDS OF COURSES FURRING AND -SUSPENDED MTL CWANN! PROVIDE • SCREEP 0 ALL 50, r•INr. �-_� GRID. SEE FINISW SI - FACE 5RICK VENEER C)EYON� - �.=I ACOUSTIC ■ A ' 'W' BLOCK BOND BEAM 11/2-•5 BARS CONT. W/2 5 BARS TOP 4 0 CONC BLACK BOND 1-.a nec •. Ifr544L- FINISW ON P.T. FURRING STRIA 1 j 5OND. TOOL ALL JOINTS WIA- COMPACTED . •- it Ii7FILLER MATERIAL TIC III ��F`ILL AIR SPACE W1 • • OUT • I • •• • • 3/4'- V-O' 0 °0 01 - O - 0 - o - 'e •'0 0 0 160 1. Hot Air Weld - 2. FTR Flashing I I 2-2• x 8' P.T. NAILFRS EA SIDE 3. Approved Fastener il OF 1EXPANSION JOINT 4. Galvanized Anular 7Tubing JILJ} 5. Vapor Retarder' 6. Closed Cell Polyeth7. Galvanized Anular ail 8. Buffer Strip 9. 18 Ga. Hot Dipper G-90 Galvanized Plate 10. FTR #201 11. Separation Layer' 12. FTR Perimeter Sheet 13. Deck 14. Approved Fastener 15. Sling 16. Approved Fastener 17. Wolmanized Wood Nail 4 18. Insulation WICKMAN'S PC 1300 PERMASNAP COPING SYSTEM OR APPROVED EQUAL TB-1 - B' x 15 1/2• C0NC TIE BEAM W/2-5 BARS TOP C. BOTTOM CONT.—�, OP OF PARAPET ELEVATION + 16'-O' TOP OF ALU 1. FASCIA ELEVATION + 15'-6' ' 2' x P.T. NAILER �4--16 GA. CONT. TOP TRACK �-3/4' EXT. GRADE PLYWOOD —2-2' x 8' P.T. BLOCKING STL JOIST GEARING EIJ=NATION + 13'-1 1 I /2' 4' CRICK VENEER SOLDIER E. PROVIDE SOLID UNITS ® CORNER 6 ENDS OF COURSES, TYP. TOP OF SOLDIER COURSE ELEVATION +12'-B• B' x 8' x 16' CONG MASONRY UNITS IN RUNNING BOND. —5/8' EXT. GRADE PLYWOOD ON 4' 18 GA. MTL STUD FRAMING 0 16' O.C. —.125' THICK FORMED ALUMINUM FASCIA W/CONT" TOP PANEL 141, — 3' x3' x 14 GA. L Q 5'-0' O.C. MAX. -,1)TOP OF SOLDIER COURSE ELEVATION + 1 O'-0' — 5/B' STUCCO f, MTL LATW ON 3/4' RELILIENT FURRING AND SUSPENDED MTL CWANN -'W BLOCK BOND BEAM W/2-•5 GARS CONT. WOT DIPPED GALV. MASONRY TIES 0 16' O.C. VERT. 4' MODULAR FACE BRICK VENEER RUNNING BOND W/ 1' AIR SPACE- BITUMENOUS DAMPPROOFING ON EXT. CONG BLOCK SURFACES UP WEEP WOLES m 16' O.C. IN VERT"- MORTAR JOINTS. FILL AIR SPACE' W/GROUT UP TO WEEP WOLFS 4' x 8' x 16' CONC. BLOCK C I GC TOP gr CONC FOOTING ° ELEVATION -1'-4' F40.12- 4'-0' x V-O' CONC FOOT W/6-•5 GARS OONT. 4 •4 0 12' c O.C. TRANSVERSE 1f0 /2'a x 6' STUD ANCWOR` D (�-1 • 8' x 15 1/2' CONIC 0o LJ 05 BARS TOP d GOTT 4' x 4 1/4' CONT. L L o K SERI TL DAR TS DWGS. F IM AN Y( ACOUSTIC CEILING TILE IN GRID. SEE FINISW SCWEDUL ACOUSTIC TILE £ MTL GRID 'W' BLOCK BOND BEAM W/2-5 BARS CONT. a �. j In v rlirJe P , 1 /xlzL, oLATIO 4'x O' x 8' PLATE W/2— 1/2' x 6' TUD ANGWORS JCTUF AL TB-1 8' x IS 1/2' CONG TIE BEAM/ 11/2- 5 G TOP 4 00TTON CONT. K SE41ES STL BAR JOISTS -SEE STRUCTURAL DWG-9- FOR SIZE AND LAYOUT .. 8' YPSUM DRYWALL W/WARDCOTE AS FINISW ON FURRING STRIPS 16• .C- TYP. an — WICKMAN'S PC 1300 PERMASNAP COPING SYSTEM OR APP. EQUAL TOP OF OF PARAPET ELEVATION + 16'-0' 4' GRIGK SOLDIER COURSE, CONT. PROVIDE SOLID WITS V CORNERS OF COURSES 8• x 16' CONC TIE BEAM W/2-•5 BARS TOP E BOTTOM CONT. 4' x 4' x 1/4- CONT. L _/ I ISTL JOIST BEARING ELEVATION + 13'-1 t 1 /2' TOP OF SOLDIER COLP, ELEVATION + 12'-B' _ .-- ._iN�iffL F.4itK 4nLoif�� Cn�P48 ; PAT 1'40 5/8" GYPSUM DRYWALL. WIWARLF� FINI-SW ON P.T. FURRING STRIPSF-, 'd a4' CONG SLAb W/6 NIL VAPOR €�'1 i • • • • •. r • • ' • •• •• • • • • ■ • '• .. .• ••. .• •• r \+/ELEVATION +10'-0' - 4' BRICK SOLDIER COURSE. PROVIDE SOLID UI\IITS CORNERS 4 ENDS OF COURSES - B' x 8' x 16' CONC. BLOCK IN RUNNING BOND. TOOT- ALL JOINTS WWERE EXPOSED WOT DIPPED GALV. MASONRY TIES 0 16' O.C. VERT. - 4' MOD. FACE BRICK VENEER IN RUNNING BOND W/ 1' AIR SPACE - BITUMENOUS DAMPPROOFING ON ALL EXT. GONG. BLACK SURFACES UP TO MTL DECK k INISW FLOOR FINISW Qk/ . o WEEP WOLF-' 4 16' O.C. IN 1 VERTICAL MORTAR JOINTS 4l- x B' x 16' GONG BLOCK {' (I \ TOP OF CONC FOOTING ELEVATION -V-4• o i Q � U p W U F z� Q ®x i � Q r x t� 7_r ss SHEET NUMBER A14 OF 35 0 u 4' ORICK VENEER SOLDIER COURSE. PROVIDE SOLID L.NITS 0 CORNERS 6 ENDS OF COURSES. TYPI TD-2. 8' x 16' CONIC TIE REAM W/2-«5 DARS TOP 4 DOTTOM CONT•- DITUMENOUS DAMPPROOFING ON ALL EXTERIOR SURFACES BUTYL STRIP 4,/ELEVATION + 12'-S' 6' x 4' x 1 /4' CONT. L STL. JOIST REARING ELEVATION +13-1I 1/2' B' x 8' x 16' CONIC MASONRY UNITS IN RUNNING DOND. t•IOT DIPPED GALV MASONRY TIES 0 16' O.C. VERT. ELEVATION + 16'-(T TOP OF ALLrA FASCIA ELEVATION + 15'-6' 2' x P.T. NAILER 4'-16 GA CONT. TOP TRACK 3/4' EXT. GRADE PLYWOOD 2-2' x 8' P.T: DL-CXC7CKNG — 6' x 4' x 1 /4' GONT. L (IIllSTL JOIST REARING ELEVATION + 13'-1 1 1/2' lJ ELEVATION + 12'-6- T in 125' TUICK FORMED ALU NINU'I A W/CONlf. TOP PANEL 5/8' EXT. GRADE PLYWOOD 4' 16 GA MTL STUD FRAMING 0 1 ' ( 3'x 3'x 14GA. L05'-O'O.C. OP OF CONG LINTEL ELEVATION + 10'-0' _ t 5/8' STUCCO B MTL LATW ON 3/4' 1 FURRING AND SUSPENDED MTL CWA PROVIDE 2' VENTED SCREED 0 ALL 4' FACE CRICK VENEER DEYOND — u • 7- l 7• • • �C M M.. +.� • T . • • ili� ,� i!r • / II DETAIL SCALE:-. 1 1 /2'-1 '-0' A 15 15 OP OF PARAPET ELEVATION + 18'- ' 4' ORICK VENEER SOLDIER PROVIDE SOLID UNITS 0 CORNERS b ENDS OF COURSES. TYP 'LI' DLOCK BOND REAM W/2 «5 DARS CONT• m, lilms, • awmIIIIIIIIIIIIIIiw�w�w mmm1 I IWl MINIMUM 4'-16 GA. CONE. MTL STUD TRe ALUMINUM WINDOW ROLLING SW PROVIDE SERVICE OPENINGS II SOFFIT AS REQ'D 8' x 12' GONG DOND REAM W/ TOP 4 DOTTOM CONT. EXTERIC DE RUDDED SMOOTW 4 PAINTEE ACOUSTIC CEILING TILE IN SU` GRID. SEE FINISW SOLEDLI E F ACOUSTIC TILE 8 MTL GRID 5/8' GYPSUM DRYWALL W/WARI FINISW ON P.T. FURRING STRIPS y/ ELEVATION + 12'- DITU"EIJOL.IS DAMPPROOFI ON ALL EXTERIOR SURFACES UP TO MTL DE( 4- MODULAR FACE CRICK VE 1,IEER IN RUNNING RONID W/ 1' AIR SPACE — I l TOP OF GONG CIE, M ELEVATION + 1 I'-�' 114 5ARS T ELEVATION + 10% E SWALL WEEP WOLFS 0 16' O.G. IN MORTAR JOINTS L4'x6'x 3/8'LL CGO 4 MTL L-ATU ON 3/4' AND SUSPENDED MTL CU ALLS-t CASEMENT/FIXED WI I r W/ 1 4• SOLAR DRONZE TINTED GLASS. PROVIC: TEMPEPED GLASS IN OPERADLE VENTS. EXPOSED HAVE GREE POWDER COAT FINISW TO MAT IPE I FASCIA SOLID POLYMER WINDOW S7 "00� ' COLOR TO DE SELECTED • •• . ra'�.Lil FINISW ON P.T. FURRING STRIPS 16 O.0 TYP 8' x 8' x 16' CONC MASONRY IT IN _IN"I DOND. TOOL- ALL JOINTS volimil •. -•• • W_60100im1110 ���I�% N • -•- 1I ^• .. INN — — --- — 1I • • • • • •• 91 NO SCALE-, 3/4'-1 '-O' F20 12 BEYOND — W/ LE PLY ROOFING hEMDRANE ON 2' MIN T. CONIC, 3 1/2' RIGID DOARD INSULATION 22 GA GALV. MTL DECK-- �_ • •- -• IN 15 1 . 10' x 27 5/8' CONIC REAM W/3-«6 DARS °o °o TOP. 3-«8 BARS DOTTOM CONT, 4-06 DARS Q ` I T. AND «3 TIES 0 4' O.G. C ° all .I o G V FLASWNG SET IN REGLET CAST o ' O , I O C.CXJG REAM C 94 ioi__ Y/ FOOT GRILLE W/VINYL TO DE SELEG DETAILS TEAS VINYL/ARRASIVE TREAD (TYP.) 1/ U VINYL C SEE FLOOR PLANS FOR FOOT GRILLE SIZES DETAIL n SCALE. HALF FULL SIZE \A l5 ALUMINUM M FLAGPOLE ol _ ISOLATION DARRIER Z/2' CONCRETE GROUT 4-1'X36' ANGtJOR DOLTS O Q Q . - Q TWREADED AT ONE END • ,OQ ` Q `� `�Q 1 DARS EA WAY D E T A I L 3 p p' o'' 10' OTTO D ROD. SECURE TO DOTroM STEEL SCALE. HALF FULL SIZE A l5 ,� Q Q • - " ,O" 10 O - O_ - O - O" - O WICKMAN'S PERMASNAP 1S00 COPING 2' S Y SYSTEM OR APPROVED EQUAL 12 TOP OF PARAPET 1 /4 ROOF SLOPE o ELEVATION + I S'-8' D E T R L 4 a o 'LI' DLOCK DOND REAM W/2-•5 SCALE. 3/4'= V-O' A 15 0 ees. o♦ APPI ,04AL NA4PrJ igt ♦ '°�? 1 f�P pf '- --� o DARS CONT. 0KI61[ Lv!l�iL--=_----_-- 4' CRICK VENEER SOLDIER COURSE m ' (V v WICCIAN'S 1300 PERMASNAP COPING d ^� 4' x 4' x 1/4' GONT• L SYSTEM OR APPROVED EQUAL ST_L DAP JOIST BEARING 12 a+ 4' x 10' B TEE W/2-I/2'®x 6' ITT + ELEVATION l6'-7 1/2' ROOF SLOPE ROOF I/4 s` STUD S TIN REAM POCKET i T15-1 . 0 x 16' TIE REAM 9 OP PARAPET 60 W/2-«5 ARS TOP b TTOM G o ELEVATION + 16'-0' AE'" 'fit K SERE STL DAR JOI -SEE UCTURAL p - O — DWGS. FOR SIZE AND LA T o ' 'W' DLOC.K BOND REAM W/2-•5 o SINGLE PLY ROOFING MEMRRA ON U W 12 x 19 ST_ REAM SEE STRUCT. DRAWING FOR SPACING 8' x 8' x 16' CC NG M SONRY ITS IN RUINING DOND. TOOL- ALL JOINS WI -ERE SED ACOUSTIC CEILING TILE GRID. SEE FINISW ACOUSTIC TILE 4 MTL 5/8' GYPSUM DRY IN EUS GRID W/145,RDCOTE For. CEILING SPECIFIED PLASTER FINISW ON P.T. FURRING STRI S 0 16' O.C. TYP. 5-4. B' x 27 5/8' G G 5EAM /2-«6 DARS TOP 4 DOTTOM CONT. 4-« f5ARS INTERMEDIATE AND «3 TIES 0 B' O.G. ALUMINUIST E TEIMPEPED. TINTED ( WAVE POWDER COAT RECESS CONCRETE CERAMIC TILE SEE T READS SWT. A-26 AAAA o • o o- o o o- o- o- o- - o h o- o o- o- o- o- o- O O O gp • a`O' O` O•-O•-O 4` Co QQ6 LLD 2'°. I 1 4• 4® PVC DRAIN 4 GRAVEL DED _� 0� EAGLJ FOOT GRILLE. TYP. I ACTION SCALE, 3/4'-1 '-O' A l 5 • • i • . Q = = • .tic�3 = 11 ��. .�.�7♦�♦M �♦�.�.�Mrs IIIIIIIIIIIIIIIwo I _ =,� I �- - • • • • - �, - N� i r-1-■_ MAN r ................. ................ .. �1 2'° SECTION SCALE. 3/4'- P-O' A l5 ACOUSTIC CEILING TILE IN CEILING GRID. SEE FINISW FOR SPECIFIED ACOUSTIC 1— E •- .• • _I. SCALE. 3/4'-1 '-O' SHEET NUMBER A15 OF 35 WICKMAN'S PERMASNAP 1300 COPING SYSTEM OR APPROVED EQUAL 12 TOP OF PARAPET 1/4 1 ROOF SLOPE o ELEVATION + 1 H'-0' - o °o1:7-4-DARS 'W* 5LOGK BEAM W/2-05 00 SINGLE PLY ROOFING MEMBRANE ON 2' MIN. GONTB.OND LT. WT. GONG., 3 1/2' RIGID BOARD INSULATION 4' BRICK VENEER $ IER COURSE, AND 22 GA K GALV. MTL DEC_ CONT. PROVIDES ID UNITS V ENDS O f CORNERS OF C SES -4' MODULAR FAGS ICK VENEER IN RUNNING BOND I/ ' AIR SPACE .- 4' x 4' x 1/4' GONT. L _ - STL BAR JOIST NEARING 4' x 10' x 3/H' PLATE W/2-1/2"o 6' ELEVATION +l6'- , !2 °p STUD ANCWORS SET IN BEAM PC KETS g BITUMENOUS DAMPFROOFING ON ALL. c0 s TB-3 - 8' x IL ' GONG TIE BEAM EXTERIOR SURFACES UP TO MTL. DECK - p W/2-«5 BARS TOP. BOTTOM- oo' --- v--6' x 4' x 1/4- CONT. L 12 12 N `°�°-o ROOF SLOPE 1/4 1/4 ROOF SLOPE W� K SERIES STL BAR JOISTS -SEE STRUCTURAL DWGS. FOR SIZE AND LAYOUT 6' x 4' x 1/4' L W/ 5/8'0 J-COLTS V 4'-0' O.C. = tp. o El.R.Li_ a - 2' MIN. SINGLE PLY ROOFIN MEN RAMS LT. WT. CONG.. 3 1/ RIGID BOARD INSULATION ° gql AND 22 GA GALV. M DECK 'W' BLOCK BOND BEA W/ BARS CONT. -«5 ' °0 �I K SERIES TL BAR ISTS STRUGT L DUGS. FOR SIZE ANF LAY 0' x 42' 0Y,,IC WAU GW BEYOND ACOUSTIC CEILING TILE IN SUSPENDED CEILING SEE STR TURAL D GS GRID. SEE FINISW SCWED F SPECIFIED - AOUSTIC TILE f MTL _. _.l JJVJI 5C0' GYPSUM DRYWALLGRID ARD OTE PLASTER III FINISW ON P.T. FURRING STRIPS 01 16- O.C_ TYP ACOUSTIC ACOUSTIC TILE 1M S MTL; E L IN USfF ND D CEILING GRID. SEE FINISW SC EDU F GIFIED LS -- WOT DIPPED GALV. MA DNRY TIES 16- O.G. VERT. 5/0' GYPSUM DRYWA'` W/14ARD:;OTE PLASTER FINISW ON P.T. FURRINC STRIPS 10 16' O.C. TYP. TWI RE ON K-S ES CLEAN, T CERAMIC TILE ON 4- CONIC SLAG 1 1/2' W/6 MIL VAPOR BARRIER COMPACTED SAND FILL REINFORCE ---- B' x 8' x 16' GONG M BOND. TOOL- ALI-EXP55SE11JOINTS. 5014pzy ITE IN RUNNING S B W ' x 6' W lA x W to W.WJ'1. 4' GONG SLAB W/6 NIL VAPOR ARRI R ON CLEAN, COMPACTED SAND FILL RE NFOF GE SLAE5 W/6' x 6' iv W IA x W LA W.WJ-I.--- -. FINISW FLOOR O- < - O- -o O- ELEVATION +0'-0- ... .... . .:. _ No, .....� - - - O O O O- O O - O- O- O- O- O ,. O' 1/2' EXPANSION JOINT W/ASPWALTIG FILIER MAT'L� \� F20.12, 2'-0' x C-O' GONG FOOTING W/3-«5 BARS CONT. - O - G° - O - - O - O° - _ - a "o d'o 60 - o - o - o - - o - o - o 'bo - SECTION I 2'0c ECTION 2'0 SCALE, 3/4'= I'-O' A 16 3/4'= V-0' A 16 WIGKMAN'S 1300 PERMASNAP COPING SYSTEM OR APPROVED EQUAL-, /Il \TOP OF PARAPET ELEVATION + 18'-B' - 4' BRICK VENEER SOLDIER COURSE C iC= �0 4' MODULAR FACE BRICK VENEER IN RUNNING BND OW/1' AIR SPACE �L / l i \STL BAR JOIST 15EARING (101515Y) F___ �0 ELEVATION + 16'-8' C 6' x 4' x 1/4' CONT. L ---- L 12 1/4 ROOF SLOPE SINGLE PLY ROOFI G MEMBRANE ON 2' MIN. LT. WT. GONG, 3 1 2- RIGID BOARD INSULATION - 1 - - _ AND 22 GA GALV. TL DECK I 'x4'x 1/4'G T.L 0' x 0' x 3/8' x 6' STUDS — SINGLE PLY ROOFING MEMBRANE ON 2' LT. WT. GONG. 3 1/2' RIGID BOARD INSU AND 22 GA. GALV. MTL DECK--- 12 -I ROOF SLOPE II/4 6' x 4' x 1/4' L W/ 5/6'0 J-BOLTS 9P 4'-0' O.G. 2 COURSES 'W' BLOCK BOND BEAM W/2-«5 BARS CONT. WEEP WOLFS V 16' O.G. IN VERT. MORTAR JOINTS -6' x 4' x 1/4' L W/ 5/B'0 J-DOLTS G 4'-0' O.G. r \STL BAR JOIST BEARING yJELEVATION +13'-11 1/2' -4' x 10' x 3/6' PLATE W/2- 1 /2'0 x 6' STUD ANCWORS -TB- 4. 6' x 16' GONG TIE BEAM W/2-«5 BARS TOP 4 BOTTOM C T ACOUSTIC CEILING TILE IN SL GRID. SEE FINISW SGWEDULE ACOUSTIC TILE E MTL GRID SIN PLY ROOFING MEMBf LT. T. CONIC_ 3 I/2' RIGID L AwT 22 GA. GALV. MTL DECK 6' 4' x 1/4' GONT. L STL BAR JOIST BEARING ATE W/2- 1/2'0 TI I ELEVATION + 13'- 1 1 1/2' 40' JOIST GIRDER� �RDER TRUSS BEARING ' l - W 12 x 22 -11 BE ELSTLEVAGITION + 13'-6 1/2" H' c 8' x 16' CONIC BLOCK 16' CONIC BLOCK WALL IN RUNNING BOND, BE.YONL �• I IN RUNNING BOND BEYOND ION I tO (-L—[-- I (V I ---- CONCRETE COLUM W/WAUNCW SEE STRUCTURAL WGS. I i m CO(CRETE COLUMN W/WAU I SECTION SCALE- 3/4*-1'-0' A 16 SECTION M SINGLE PLY ROOFING MEMBRANE ON 2- MIN. SCALE- 3/4'= 1'-O' A 16 LT. WT. GONC, 3 1/2' RIGID BOARD INSULATION AND 22 GA GALV. MTL DECK SLOPE LT. WT. CONCRETE AS SWOWN ON ROOF PLANS WIGKMAN'S PERMASNAP COPING BEYOND 4' BRICK VENEER SOLDIER COURSE. CONT. PROVIDE SOLID UNITS @ CORNERS OF COURSES TOP OF PARAPET ELEVATION + 16'-O' -- K SERIESXARISTS- STRUCTURAL DWGS. FOLAY01111 Tor' OF ALUM, FASCIA ELEVATION + 15'-6' 2' x P.T. NAILER _ING 4'-16 C.A. CONT. TOP TRACK 3/4' EXT. GRADE PLYWOOD 2-2' x 8' P.T. BLOCKING-- --- ---- :TE SLAB ROOF OVER ARMORY b SOT LOCKERS %TURAL DRAWINGS FOR REINFORCEMENT- ' CONIC ROOF SLAB 6' x 4' x 1/4' CONT. L -ION +10•-0' - o - o - O - O - O - O - o - o -)o - o - 0 Q Q` Q` Q` Q` O` O` O` a` Q` o` O_ o _ o , (t)STL JOIST BEARING iv ELEVATION +l3'-1 l 1/2' °o --ACOUSTIC CEILING TILE IN S SPENDED CEILING `- GRID. SEE FINISW SCWEDULE FOR SPECIFIED ACOUSTIC TILE 6 MTL GRID oo «5 BARS ® 4'-O' O.G. TYP. 6J MATCWING � DOWELS. LOCKERS CGONCRE ND ARMORY o 6 SO W I TOP of SOLDIER CouzsE I ELEVATION + 12'-B' .125- TWICK FORMED ALUMINUM W/GONT. TOP PANEL— ------ 5/B* EXT. GRADE PLYWOOD ON 18 GA. MTL STUD FRAMING G 1� 3' x 3' x 14 GA. L G 5'-0' O.G. WOT DIPPED GALV. MASONRY TIES Q 16- O.G. VERT. GYPSUM DRYWALL W/W RDCOTE PLASTER - FINISW ON P.T. FURRING STRI S V 16- O.C. TYP. TWICK-SET CERAMIC, TILE ON 4' GONC SLA - _--� 0' x B' x 16' GONG MASONRY UNITS IN RUNNING RECESSED l 1/2' W/6 MIL VAPCP BARRIER BOND. FILL ALL BLOCK CE AROUND ARMORY 6 ON CLEAN. COMPACTED SAND FL.L. R INF CE ' o SOT LOCKERS W/CONGRETE SLAB W/6' x 6' W IA x W 1.4 WI . - ,° 4' CONIC SLAB W/6 MIL VAPCR BARRIER ON GLEAN, 1 li °o COMPACTED SAND FILL REINFORCE SLAB W/6- x 6' N W 1.4 x W 1.4 W.W.M.-� 5/B' STUCCO 4 MTL LATW ON 3/4' o FURRING AND SUSPENDED MTL CWo _ PROVIDE 2' VENTED SCREED V ALL ' " L' v-• 4- FACE BRICK VENEER BEYOND- - O- O- O �° O O- O- O- O- O- O- O- O- O O - O - O 0 - 0 ' O ° rF/ EXPANSION JOINTS �� SPWALTIC FIIIER MAT'L �° W/ASPWA�CIFILLER MT T'L o F20.L2- 2'-O' x 1'-0- GONG FOOTING o0 °0 ooi F20.12, 2'-0' x 1'-0' GONG FOOTING W/3-«5 BARS CONT. `- Q `- Q - Q ` W/3-«5 BARS GONT. - SECTION K SCALE, 3/4'= I'-O• A 12 -_--W DETAIL 1 SCALE, 1 1 /2'= l'-O' A 16 WIGKMAN'S 1300 PERMASNAP COPING SYSTEM OR APPROVED EQUAL TOP OF PARAPET YELEVATION +18'-B' 4' BRICK VENEER SOLDIER COURSE 4' MODULAR FACE BRICK VENEER IN RUNNING BOND W/ 1' AIR SPACE 12' x 12' x 3/4' SEAT PLATE STL BAR JOIST BEARING (LOBBY) ELEVATION + 16'-B' 6' x 4' x 1/4' CONT. L 12 ROOF SLOPE 11/4 I I I I I I I Lj 12 x 12' x 3/4' SEAT I ' x 16' x 1/2' PLATE S S x 6' LEG 2-1/ LE"' —g' x B' x 1/2' PLA PLATE W/6-3/4'0 W/4-1/2'0 STUDS x 6' LEG SINGLE PLY ROOFING MEMBRANE ON 2' MIN. LT. WT. CONIC., 3 1/2' RIGID BOARD INSULATION AND 22 GA. GALV. MTL. DECK SLOPE LT. WT. CONCRETE AS SWC ON ROOF PLANS N= J O NO W J E"' Q J Q ' 5 =' Ill s z o 4' x x 3/8' W/2- 1 /2'o STUD AN WO RS CC z �J\ TB-1 - 8 15 1/2' W/2-«5 CA TOP GONG TIE BEAM BOTTOM GONT. W U O z� O H Q W O O N ~V WOT DIPPED GALV MCXSONRY TIES 0 16' O.G. VIER r. , . ■ H' GONG BLOCK B W/1-«5 BAR CONT. D BEAM W 4--16 GA. GONT. M STUD TRACK Q� \ 4' BRICK VENEER SDLDIEP COURSE. .I. PROVIDE SOLID UNI S V CORNERS r--� 4 ENDS OF COUPSES ACOUSTIC TILE IN SJSPENDED W CEILING GRID. SEE FINISW SCWEDULE FORS TILE E MTL GRID IFIED ACOUSTICryi Cf] cn S HE E T 1 NUMBER A16 F � � 4 .,,, I , � .. -.. - DESCRIPTION . , - ��: -� - �.� m.- . , ..: DESK - .. t�a�IIla��1�0� mpg Imp pop •._ - • _- :: - ,c r __• mil■�--/��— ... -- .. - :_ .__ _• III■� ��®� •� - �- _ ' III■�%©� row. -IS -- -- - :G /_:.__• mil■� ��©_ �:�■ :: - :_ r__ _• mil■ - R ��a■■ .. 191 roc • - . !m����s Ills . - :. - - .._ �_- �il■ ii�a� M pop" - ONO _ �mz - P:G r __- ■ Mil■�—_1�a_ ... - - .. - - : - : • mil ■�r�.—i�a� - -- - •• - - •:c r __- �1l■ -- - :_ r_:_• �II■ /�i�e� W-10.1m - . - -- - :. - - :, r __- III■�II�®� . • - -f.-.�=', - .:_ _ - mil ■����®� -•. M-- fin-' - :- : • �il■����a� . , . - _ :. - - : _ ._ _ - III ■�/I�O��■ �■ .. - -.:_ �_• �il■��� : - ate■ - • - - :. - .:_ . _ - mil ■�/�1�©� ,_ ,! 11 NEW wpm I ©�z ►ii a - �'ii I ■ram -. - .:_ r :_• �il■��i�a� lin - • .� P: r __ mil■ P- r___ �,��� 10l■��i�a ::- .: - :_ : • III■��I • • ©� �3■ � . • III■ .- � ���©� :.. -. .. �114 • -arm -- - .- 11m����ma■■�■�■■ .. : - : �®� -- � it ■����a■■ -v NO ���/��ii��imi�0® �iiI a 0 ,- H �. . ����,�'� DESCRIPTION r . �,• :.I a ■ �. I; �� I Ii i I � ® � I� � ® ��, - m�m�s WON 0 , I - m--6 p- mpg mpg 0 mm"- NE WON I =A EMU wpm WE 00- wpm dodo mpg woo -- ONe � wgm _-LEUTENANT gym■ • • �■ _- - .:_ .: _- �� ��® •' •.G 1 G._•��� "IIIIIIINF-09, MR moo IMMUNE � •-. - - .. -:_ : • �� ice® �� �-- PSG r S._.• ®� ��© IIIIIIIIN � `-• -.. -. -:- : • �■���--moo (—SHEET NUMBER A18 OF 35 ll� 0 IS WE 1 0- pill OF p �ow pw woo 0 mew, l I q I "a-lill IM IM • IM ■ IM MISIM11my 4 w-mme P, R 1_710� 1--dwil m_ EN P FEW ill Ill R_ wo WN ME MEN P'N AWES RINI 11 m-M, �� Hb poloal �9_ 'A W4'1 Ar K" Vv Wm- ri JU1,40 ON Mill FIED AND AS -OR SCWENES 7,IFIEE) ANC) AS NOTEDqlj 4ENES. SIZE AND GRID FLECTEC) CEILING PLAN SPECIFIED AND AS NOTE 4ENEa SECTION 09 665 AND AS -Op. SCWEN;=S. i HAM "FLOOR: CARP" R BOOK: ifzzr NO: 667-091 COLOR: ANNIDARSI BASE: WOOD TO BE PAINTED SIZE: 4" MFTR: BENJAMIN MOORS" NO: 679 FINISH: SATIN 1) BELOW CHAIR RAIL: VINYL WALLCOVE] MFTR: KOROSEAL WALLCOVERING STYLEt AMBROSIA COLOR: MIDNIGHT NO: G321-96 , CHAIR RAIL: WOOD TO BE PAINTED SIZE: 4" MFTR: BENJAMIN MOORE No* NO: 679 �ow FINISH: SATIN 1 )RI 3) ABOVE CHAIR RAIL: VINYL WALLCOVE: MFTR". KOROSEAL WALLCOVERING STYLE: ARABESQUE COLOR: TAPESTRY NO: C32 1-37 DESK: PLASTIC LAMINATE MFTR: NEVAMAR COLOR: PORCELAIN, somiam NO: S-2-50T FLOOR: CARPET TILT MFTR: PATCRAFT IJ 4 4 Ij r*4!4 BOOK: 0 'go,� ARAZZO 499 ;mw NO: 667-091 am COLOR: ANVID WE: RUBBER MFTR: MERCER STYLE: RUBBEIRMYTE COLOR: 607 WALLS: VINYL WALLCOVERING MFTR: KOROSEAL WALLCOVERING STYLE: RIDGEMONT R: SPUN GOLD mmo w, F221-98 CEILING: ACOUSTIC MFTR: USG INTERIORS i. NATURAL FISSURED II 1704 VX 2'X 5/8" AIL: SLT, .50 -.60 WHITE (050) DONN DX 15/15" FACE CAP.USG WHITE (050) S' RAKED ENAMEL FINISH.GRID SHALL MEET C635 REQUIREMENTS. FLOOR: W RRICAN OLEAN', TYPE: PORCELAIN PAVEA STYLE: QUARTZ CRYSTAL FINISH: UNPOLISHED 'COLOR: ARARAT NO: QC67 SIZE. 16"X 16" NOTE: INSTALLATION - CONTINUATION OF 45 DEGREE ANGLE FROM LOBBY FLOOR TILE. OMNI (BULLNOSE) MFTR: AMERICAN OLEAN TYPE: PORCELAIN PAVER STYLE: QUARTZ CRYSTAL FINISH: POLISHED COLOR: ARARAT NO: 543C9 11 SIZE: 3" W X 12" L' WALLS: TILE MFTR: AMERICAN OLEAN STYLE: SU DETON:Sl,, NO; 609 SIZE: 4 114" X CEILING: PAINT MFTR: BENJAMIN MOORE is NO: 968 FLOOR: CARPET MFTR: iw BOOK: ARAZZO NO: 667-091 COLOR- ANNIDARSI RASE: RUBBER MFTR: MERCER TYPE: RUBBERMYTE COLOR: 306 WALLS: PAINT MFTR: BENJAMIN MOO NO: 1079 FINISH: SATIN CEILING: ACOUSTIC MFTR: USG INTERIORS STYLE: NATURAL FISSURED II NO: 52704 SIZE: 2'X 2'X 5/8", EDGE DETAIL: SIT'' NRC: .50 X.60 STC: 35 -39 COLOR: WHITE (050) GRID: DONN DX 15/16" FACE CAP. USG WHITE (050) STANDARD RAKED ENAMEL FINISH. GRID SHALT MEET C635 REQUIREMENTS. LE if Aa i:Lnor r Le Z 3: yW 2 ca w 11"of Tax u 1" wc ) raw"". z oz�: 0 W44N 0_0 SHEET NUMBER A19 OF 35 a FLOOR: CARPET COLOR SCIMO TF FLOOR: COLOR:' NO: 3 'CARPET BORDER: 1) MFTR: PA + BOOK: LEG DS j COLOR: P ID NO: 694-0 8 SIZE: 12":'. IDE BORDER 2) MFTR: PATCRAFT BOOK: JAZ ;. COLOR: DIO IELAND ,• NO: 048 SIZE: 3" IDE BORDER s, EASE & CHAIR RAIL: WOOD TO BE PAINTED MFTR: BENJAMIN MOORE NO: 1267 FINISH: S TIN WALLS: VINYL WAL OVERING J I BELOW CHAII RAIL: MFTR: KO 'SEAL WALLCOVERING BOOK: AMH.OSIA COLOR: GIB RALTAR ..� . NO: G321I. 2 2 ) OVE C RAIL: MFTR: KO SEAL WALL STYLE: G(!) SANER STEE PATTERN: ABOODLE ' NO: 6708 1 CEILING: ACOUSTI MFTR: US INTERIORS PE: AC STINE:t;: p YLE: L EAR EXPRESSIONS435ZE: 2'>'! 2'X 3/4" C: .55 IC: .65 40 �+�, 44 JrGRID: TTERN: DOMLOR: US INTERIORS MANILLA (246) SUR AC2 FINISH TO MATCH E MATTE IN COLOR. U INTERIORS DONN DXFF FINEL NE GRID WITH 1/8'• AL. LOR: U INTERIORS MANILLA (246).MANUFACTURERS STANDARD ED ENAMEL FINISH. GRID WILL MEET ASTM C635 FLOOR: CARPET �4 �.. MFTR: BOOK: LE COLOR: CS . NO: 334- CARPET BORDER: 1) MFTR: PA BOOK: COLOR: P S t! N0: 6 SIZE: 2) MFTR: BOOK: J COLOR: D NO: 048 SIZE: 3" RDER BASE & CHAIR RAIL i WOOD TO BE PAINTED MFTR: BEN_JAMIN MOORE NO: 1267 FINISH: SATIN WALLS: COMERCIAL�ABRIC WALLCOVERING 1) BELOW CHATRAIL: MFTR: RO SEAL WALLCOVERING BOOK: OSIA COLOR: G RALTAR NO: G321 ' 2 2) O I MFTR: SEAL WALLCOVERING STYLE:= SANER STEEL PA CEILING: ACOUST ' MFTR: US INTERIORS TYPE: ACC STINE"`• STYLE: L EAR EXPRESSIONS - NO: 435 SIZE: 2' 2'X 3/4•• NRC: .551 .65 STC: 40 ! 44 PATTERN. LzLNDOM COLOR: U INTERIORS MANILLA (246) CH BASE MATTE IN COLOR. GRID: U'. INTERIORS DONN DXFF FIN COLOR: U$j INTERIORS MANILLA (246). ED ENAMEL FINISH. GRID W R#pUlRMSNTS. FLOOR: CARPET MFTR: P RAFT... BOOK: VA IABLE COLOR: 0 AMICS NO: 334= 94 BASE: WOOD TO BE�',PAINTED MFTR: BE IN MOORE COLOR: 12. 7 FINISH: IN WALLS: VINYL WAL VERING MFTR: K HAL WALL STYLE: ONT COLOR: GOLD NO: F22 CEILING: PAINT MFTR: B NO: 968 FACE FINISH TO E GRID WITH 1/8" IFACTURERS STANDARD MEET ASTM C635 FLOOR: TILE MFTR: AMERICAN OLEAN TYPE: PORCELAIN PAVERS STYLE: QUARTZ CRYSTAL FINISH: UNPOLISHED COLOR: ARARAT NO: QC67 ON SIZE: 8" X 8" EASE: TILE MFTR: AMERICAN OLEAN TYPE: PORCELAINJPASTYLE: QUARTZ CFINISH: POLISHECOLOR: ARARAT NO: 543C9 SIZE: 3" W X 12WALLS: TILE MFTR: AMERICAN TYPE: SUEDETONE COLOR: MAUVE MIST NO: 609 SIZE: 4 1/4" X -4 1/4" CEILING: PAINT MFTR: BENJAMIN I40ORE NO: 9 6 8 .,,, FLOOR: TILE * SEE PAGE AZ ;FLOOR TILE PATTERN 1) MFTR: AMERI qmmmlr TYPE: QUARRY COLOR: DESERT NO: Q50 SIZE: 6" PENTAGON 2) MFTR: AMERICAN OLEAN TYPE: CERAMIC MOSAIC STYLE: DECORATIVE DOTS COLOR: MARINE NO: R18 SIZE: 1 7/8" X 1 7/8" X 1/2" 3) MFTR: AMERICAN OLEAN TYPE: CERAMIC MOSAIC STYLE: DECORATIVE DOTS COLOR: AEGEAN NO: R19 SIZE: 1 7/8" X 1 7/8" X 1/2" BASE: TILE - r. MFTR: AMERICAN OLEAN TYPE: QUARRY QUEST COLOR: DESERT PEACE NO: Q3565 SIZE: 5" W X 6" L VINYL WALLCOVERING (HEAVEY C MFTR: KOROSEAL WALLCOVERING BOOK: RIDGEMONT COLOR: SPUN GOLD NO: F221-98 ILING. PAINT MFTR: BENJAMIN MOORE NO: 968 FLOOR: CARPET ` MFTR: PA y... BOOK: ARAZZO NO: 667-091 COLOR: ANNI BASE: RUBBER MFTR: MERC NO: 607 TYPE: RUBBERMYTE WALLS: PAINT MFTR: BENJAMIN MOORE NO: 1079 FINISH: SATIN CEILING: ACOUSTIC MFTR: USG IORS STYLE: NA SSU NO: 04 7MG IR D D (TYp FLOOR: CARPET MFTR: PATCRAFT BOOK: ARRAZZO NO: 667-091 COLOR: ANNIDARSI BASE: RUBBER MFTR: MERCER TYPE: RUBBERMYTE COLOR: 306 WALLS: PAINT MFTR: BENJAMIN MOORE NO: 1079 FINISH: SATIN RECEPTION DESK: PLASTIC: LAMINATE MFTR: LAMINART COLOR: CRYSTAL JADEITE TEXTURED FINISH: PEARLESENCE NO: 1600-T CEILING: ACOUSTIC MFTR: USG INTERIORS STYLE: NATURAL FISSURED II NO: 52704 (TYPICAL) GRID: DONN DX (TYPICAL) 1) sm Q50 S 6" PENTAGON L32) t AMERICAN OLEANTYPE: CERAMIC MOSAIC STYLE: DECORATIVE DOTSCOLOR: JEWEL GREEN NO: R23 SIZE: 1 7/8" X 1 7/8"X) MFTR: AMERICAN OLEAN TYPE: CERAMIC MOSAIC STYLE: DECORATIVE DOTS COLOR: SEA CORAL NO: R24 SIZE: 1 7/8" X 1 7/8" X 1/2" EASE: TILE MFTR: AMERICAN OLEAN TYPE: QUARRY/QUEST COLOR: DESERT PEACH NO: Q3565 SIZE: 5" HIGH X 6" LONG WALLS: VINYL WALLCOVERING MFTR: KOROSEAL WALLCOVERING BOOK: RIDGEMONT COLOR: SPUN GOLD NO: F221-98 CEILING: PAINT MFTR: BENJAMIN MOORE NO: 968 FLOOR: TILE SEE PAGE A•?G.FOR.'T=TA , * P TT$RN. 1) MFTR: AMERICAN OLEAN t TYPE: QUARRY/QUEST COLOR: DESERT PEACH NO: Q50 SIZE: 6" PENTAGON 2) MFTR: AMERICAN OLEAN TYPE: CERAMIC MOS STYLE: DECORATIVE COLOR: JEWEL GREEN NO: R23 SIZE: 1 7/8" X 1 7/8" X 1/2"`' 3) MFTR: AMERICAN OLEAN TYPE: CERAMIC MOSAIC STYLE: DECORATIVE DOTS,. COLOR: SEA CORAL NO: R24 SIZE: 1 7/8" X 1 7/8" X 1/2 BASE: TILE MFTR: AMERICAN OLEAN i!I TYPE: QUARRY/QUEST COLOR: DESERT PEACH NO: Q3565 NG SIZE: PATTERN TO BE i NALL.4: TILE " * 4' 45 TNO REPEAT. 1) MFTR: AMERICAN OLEAN TYPE: CERAMIC MOSAIC COLOR: SEA CORAL NO: R24 PERCENTAGE OF PATTERN 24Ea SIZE: 1" X 1" >,2) MFTR: AMERICAN OLEAN TYPE: CERAMIC. MOSAIC COLOR: BEIGE NO: A82 PERCENTAGE OF PATTERN: 76% ,. SIZE: 1" X 1" ...:" .. _ * NOTE. WALL TILE PATTERN TO REPEAT FLOOR TO CHILI PARTITIONSt PLASTIC LAMINATE MPTR: NEVAMAR _ NO: PT-5-ISM COLOR: VERDE PETINA FINISH: SUPER MATTE CEILING: PAINT MFTR; BENJAMIN MOORE ,. NO: 968 k FLOOR: TILffi',, * S Aft FOR FLOOR TILE P3 1) MFTR ,-AMERICAN OLEAN TYPE: QUARRY/QUEST COLOR: DESERT PEACH NO: Q50 SIZE: 6" PENTAGON 2) MFTR: AMERICAN OLEAN TYPE: CERAMIC MOSAIC STYLE: DECORATIVE DOTS COLOR: MARINE NO: R18 SIZE: 1 7/8" 3) MPTR: AMER TYPE: CERAMff STYLE: DECORATIVE DOTS COLOR: AEGEAN NO: R19 SIZE: 1 7/8" X 1 7/8" X 1/2' BASE: TILE MFTR: AMERICAN OLEAN TYPE. QUARRY/QUEST 'g COLOR: DESERT PEACH NO: Q3565 SIZE: 5" HIGH X 6" LONG WALLS: TILE * TILE PATTERN TO BE AMERICAN 01 REPEAT. 1) MFTR: AMERICAN OLEAN TYPE: CERAMIC MOSAIC COLOR: SEA CORAL NO: R24 PERCENTAGE OF PATTERN: 24% ; SIZE: 1" X 1•' 2) MFTR: AMERICAN OLEAN TYPE: CERAMIC MOSAIC COLOR: MARINE NO: R18 PERCENTAGE OF PATTERN: 76% "; SIZE: 1" X 1" * NOTE: WALL TILE PATTERN 1 PARTITIONS: PLASTIC LAMINATE MFTR: NEVAMAR NO: PT-5-2T COLOR: JADE PETINk" FINISH: TEXTURED CEILING: PAINT MFTR: BENJAMIN MOORE NO: 968 �' PATCRAFT ARAZZO _. N •091 C IDARSI BASE: R MFTR: MERCER,- TYPE: RUBBE NO: 607 WALLS: VINYL WALLCO G 1) ACCE MFTR: BOOK. COLOR: BURGUNDY NO: F221-68 2) OTHER WALLS: MFTR: KOROSEAL WALLCOVER BOOK: RIDGEMONT COLOR: SPUN GOLD , NO: F221-98 'ACOUSTIC ,MFTR: USG INTERIORS NATURAL FISH 52704 (TYPICAL) -- GRID: DONN DX (TYPICAL) FLOOR: CARPET • " ' `" R: PATCRAFT R: ARRAZZO NO: 667-091 „ COLOR: ANNIDARSI` EASE: RUBBER MFTR: MERCER TYPE: RUBBERMYTE ` COLOR: 607 WALLS: VINYL WALLCOVERING 1) BELOW CHAIR RAIL• MFTR: KOROSEAL WALLCC BONA RIDGEMONT . TEAL lb 2) NFTR: BENJAMIN M00 „ NO: 1267 FINISH: SATIN".;. 3) ABOVE CHAIR RAIL: MFTR: KOROSEAL COVERING BOOK: BRECKENRI , " COLOR: MAUVE BE: N0: N221 32 , CEILING: ACOUSTIC MFTR: USG INTERIORS STYLE: ACOUSTONE LTYPE: PEDESTALS IV ` NO: 404 COLOR: MANILA (246) GRID: DONN DXT CENTRICITEE' FLOOR: TILE. ,_,.....: 1, "R _,„... _..„ ..._.. ..:. * SEE FLOOR TILE PATTERN. 1) MFTR: OLEAN TYPE: QUARRY/QUEST COLOR: DESERT PEACH NO: Q50 SIZE: 6" PENTAGON 2) MFTR: AMERICAN OLEAN TYPE: CERAMIC MOSAIC STYLE: DECORATIVE DOTS a. COLOR: MARINE R18 1 7/8" X 1 7/8" X 1/2 : AMERICAN OLEAN TYPE: CERAMIC MOSAIC STYLE: DECORATIVE DOTS COLOR: AEGEAN NO: R19 ' SIZE: 1 7/8" X 1 7/8" X 1/2. BASE: TILE _ MFTR: AMERICAN OLEAN TYPE: QUARRY/QUEST COLOR: DESERT PEACH NO: Q3565 --- SIZE: 5" HIGH X 6" LONG WALLS: EPDXY MFTR: BENJAMIN MOORE a. NO: 1079 CEILING: PAINT `s MFTR: BENJAMIN MOORE r NO: 968 LC LAMI TP' MAR G �tCELAIN , . Or PAINTED: L :-:tACTLY TO DOOR PLASTIC LAMINATE COLOR: PORCELAIN. L: EXTERIOR WALLS ONLY. ,r. °:'PO.HE....PERFORATED. EOTICE TO CONVItACTOR: CARPET & WALLCOVERING WERE SELECTED AT: 145 TWO SHEET 135 COLLECTION r'Ip 101 N.E. 40TH STREET I, FLORIDA 33137 ENT ION: HAROLD SAFRIN PLEASE CONTACT THIS OFFICE AT (305) 576-5122. THEY ARE FAMILIAR WITH THIS PROJECT. 1901 TO ;NG IM NANCY DOKE-HARRISON - (8001, 535-3978 EXT. 5239 ED GLAZER -(305) 940-1409 �F = s � y a z� O • Q z :a C;tC H �c U .-I c yW� F" Q z ~ � Q x W z z_ wD v .3 W H Qc V O z .j 0 L a �w 0 zZ Q `s �flr y G� w x (-SHE ET NUMBER A20 OF 35 FLOOR: TILE * SEE PAGE 414 FOR FLOOR TILE PATTERN 1) MFTR: AMERICAN OLEAN TYPE: QUARRY/QUEST COLOR: DESERT PEACH NO: Q50 SIZE: 6" PENTAGON 2) MFTR: AMERICAN OLEAN TYPE: CERAMIC MOSAIC STYLE: DECORATIVE DOTS COLOR: MARINE NO: R18 SIZE: 1 7/8" X 1 7/8" X 1/2" 3) MFTR: AMERICAN OLEAN TYPE: CERAMIC MOSAIC STYLE: DECORATIVE DOTS COLOR: AEGEAN NO: R19 SIZE: 1 7/8" X 1 7/8" X 1/2" BASE: TILE MFTR: AMERICAN OLEAN TYPE: QUARRY/QUEST COLOR: DESERT PEACH NO: Q3565 SIZE: 5" HIGH X 6" LONG WALLS: TILE 1) BELOW ACCENT -STRIPE: - MFTR: AMERICAN OLEAN TYPE: COMBINATIONS COLOR: TEAL NO: S19 SIZE: 4" X 4" 2) ACCENT STRIPE: PATTERN NO: SB-1112 A) MFTR: AMERICAN OLEAN TYPE: CERAMIC MOSAIC - COLOR: MARINE NO: R18 SIZE: 1" X 1" COLOR PERCENTAGE: 50% B) MFTR: AMERICAN OLEAN TYPE: CERAMIC MOSAIC COLOR: AEGEAN NO: R19 SIZE: I" X 1" COLOR PERCENTAGE: 50% * NOTE: ACCENT STRIPE TO BE LOCATED @ 4'- 0" FROM FINISHED FLOOR. 3) ABOVE ACCENT STRIPE: MFTR: AMERICAN OLEAN TYPE: COMBINATIONS COLOR: GLOSS MARINE NO: V07 SIZE: 4" X 4" CEILING: PAINT EPDXY MFTR: BENJAMIN MOORE NO: 968 FLOOR: RUBBER MFTR: TUFLEX COLOR: 686 SIZE: 27" X 27" GAUGE: 3/8" THICK BASE: RUBBER MFTR: MERCER TYPE: RUBBERMYTE NO: 306 M1CK0:[a f * SEE PAGE A3P FOR ELEVATION. ALL OTHER WALLS: PAINT 1) MFTR: BENJAMIN MOORE NO: 679 FINISH: SATIN * NOTE: PAINT COLOR NO. 679 FROM FINISHED FLOOR UP 36". ABOVE 36" PAINT NO. 968. 2) MFTR: BENJAMIN MOORE NO: 968 FINISH: SATIN APPLY: ABOVE 36" CEILING: ACOUSTIC MFTR: USG INTERIORS STYLE: NATURAL FISSURED II NO: 52704 (TYPICAL) GRID: DONN DX, WHITE (TYPICAL) X X MOOR: TILL+.. 1) MFTR: TYPE: QU i T COLOR: D 'ERT PEACH NO: Q50 SIZE: 6 ':TAGON 2) MFTR: AMF +N OLEAN TYPE: CER MOSAIC STYLE: DE aATIVE DOTS COLOR: JE,'•:. i, GREEN NO: R23 SIZE: 1 X 1 7/8" X 1/20 3) MFTR: AM:. ::AN OLEAN TYPE: CEF. MOSAIC STYLE: DE. •:E DOTS COLOR: SE,_ NO: R24 SIZE: 1 7/8" X 1 7/8' X 1/2" BASE: TILE MFTR: AMERICAN OLEAN' TYPE: QUY QUEST COLOR: DESERT PEACH NO: Q3565` SIZE: 5"B) X 6"L EAST AND SOUTH WALLS. TILE 1) BELOW ACCENT STRIPE: MFTR: AMERICAN OLEAN TYPE: CO INATIONS COLOR: NO: S19 SIZE: 4'� 2 ) ACCENT ST PATTERN N SB-1112 A) MFTR: AMERICAN 0LEA1i TYPE:ICERAMIC MOSAI COLOR' JEWEL GREEN NO 3 SIZE '�.I 1" X 1 CBE OLO: R. NTAGE: 50% AMERICAN OLEAN ' TYPE.II1, CERAMIC MOSAIC COLORS SEA CORAL NO: R 4 COLOR PERK ,'AGE: 50% * NOTE: ACCENT S 'E TO BE LOCATED @ 4'-0" FROM FIN S:D FLOOR. 3) ABOVE ACCI STRIPE: MFTR: AMI "AN OLEAN TYPE: COS. '4ATIONS COLOR: PEI--d NO: S22 SIZE: 4" X 4" NORTH AND WEST W : PAINT EPDXY MFTR: BE JAMIN MOORE NO: 1079!, FINISH: TIN CEILING: PAINT EjDXY MFTR: BED IN MOORE NO: 968 '! FLOOR: TILE * SEE PAGE FOR FLOOR TILE PATTERN. 1) MFTR: AME ICAN OLEAN TYPE: QUARRY/QUEST COLOR: D ERTPEACH NO: Q50 SIZE: 64IC ENTAGON 2) MFTR: MEICAN OLEAN TYPE: CE MOSAIC STYLE: DECORATIVE DOTS COLOR: JE}`7EL GREEN NO: R23 SIZE: 1 7V8 X 1 7/8 X 1/2 3) MFTR: AMERICAN OLEAN TYPE: CERkMIC MOSAIC STYLE: D ORATIVE DOTS COLOR: Sll CORAL NO: R24 BASE: TILE MFTR: AMEO. CAN OLEAN TYPE: QU Y / QUEST COLOR: DESERT PEACH NO: Q3565 I SIZE: 5"H.C{ 6"L WALLS: TILE 1) BELOW ACC E T STRIPE: MFTR: AME CAN OLEAN TYPE: CO' INATIONS COLOR: TO LL NO: S19 SIZE: 4 X 4 2) ACCENT ST PE: TILE MFTR: AMMICAN OLEAN PATTERN NO; SB-1112 A) MFTR: RICAN OLEAN TYPE: +iCERAMIC MOSAIC COLOR, JEWEL GREEN NO: P23 SIZE: 1 X 1 COLOR'. PERCENTAGE: 50% B) MFTR:. AMERICAN OLEAN TYPE:. CERAMIC MOSAIC COLOR;I SEA CORAL NO: 4 COLOR:': ERCENTAGE: 50% * NOTE: ACCENT ST PE TO BE LOCATED @ 4'-0" FROM FINI ED FLOOR. 3) ABOVE ACC T STRIPE: TILE MFTR: ICAN OLEAN TYPE: CO INATIONS COLOR: P CH NO: S22.'.. - PARTITIONS: PLAST,: LAMINATE MFTR: NE COLOR B E WING TEAL NO: S'.',3- CEILING: PAINT EP Y MFTR: B, JAMIN MOORE NO: 968 FLOOR: CARPET 6 HEET VINYL * SEE PAGE A4 FOt CARPET/VINYL LAYOUT. M�Tp • onm'FAFT 4" 1) CARPET _z MFTR: RAPT COL011 ,1NNIDARSI BOOK:ZO NO: _-091a6I NO: 661 BASE: RUBBER COLOR:IDARSX iJA MFTR: MERCER 2) SHEET V NO: 607 " MFTR:TRONG WALLS: VINYL '..,. STYLE: SIBILITIHS * SEE .. . , :a�S v,n '> FOR B TYPE: UARD WEAVE ... EXPLAN.� ,.. f . COLOR: R SE QUARTZ >' NO: 8625 1) -BELOW BUM2t:�;�. L' MFTR: KOROS'E WALLCOVERINGS BASE: RUBBER BOOK: RIDGEM,.'7T MFTR: MERCER ,, COLOR: TEAL NO: 306 w..• NO: F221-85 WALLS: VINYL WAL OVERING 2.) ABOVE BUMPER RAIL:". MFTR: KOR SEAL MFTR: KOROSEAL WALLCOVERINGS BOOK: EMP SS STRIPE ' " BOOK: RIDGEMONT WWII' COLOR: T ESTRY ;:. COLOR: SPUN GOLD NO: E221- 7 NO: F221-98 CABINET AND COUNTER: PLASTIC LAMINATE CEILING: ACOUSTIC ' MFTR: NEV MFTR: USG INTERIORS'.,, - I 3 _ . COLOR: PE COCK GREEN MATRIX STYLE: NATURAL FISSURED II• NO: 52704 -...". • "�� - NO: MR-5- T SIZE: 2 X 2 X 5/8" CEILING: ACOUSTI COLOR: WHITE MFTR: USG INTERIORS. � GRID: DONN DX, WHITE 3 TYPE: ACO STONE i (TYPICAL) STYLE: PEDESTALS , IVNO; 404 SIZE: 2 X 2 X 3/4"`- .` PEDESTALS ME, CLASS A'", - NAC: .70 .80 COLOHSCHEAW GG' STC: 35 - 39 FLOOR: VCT COLOR: MAgILLA (246); SURFACE FINISH MFTR: ARMSTRONG' ' TO MATCH BkSE MATTE IN COLOR ",P TYPE: MEDINTECH` :.' GRID: DON4 DXT, 9/16" FACE CAP , NO: 86472 STYLE: CE4TRICITEE COLOR: BOUVARDIA� COLOR: KAgILLA (246) BASE: RUBBER .. _,.. ,. MFTR: MERCER NO: 306 WALLS: PAINT P'snvt pe rLe JAU r* AT wm )44 - P:r"r-JR MFTR: BENJAMIN MOORE COLOR amm NO: 968 CABINETS AND COUNTERS: PLASTIC LAMINATE FLOOR: SHEET VINY MFTR: LAMINART MFTR: ARM TRONG COLOR: SMOKEY GREEN TEXTURED STYLE: POSSIBILITIES NO: 9036-T TYPE: JACQ ARD WEAVE t CEILING: ACOUSTIC COLOR: OCEAN MFTR: USG INTERIORS NO: 86258 STYLE: NATURAL FISSURED I1, NO: 52704 BASE: RUBBER SIZE: 2 X 2 X 5/8" MFTR: MER ER COLOR: WHITE N0: 306 GRID: DONN DX, WHITE WALLS: PAINT' MFTR: BENJAMIN MOORS NO: 968 ,..: FINISH: SfkTIN CEILING: PAINT -: H .' F lur MFTR: BEN AMIN MOORt - NO\ i 968 . , a .. ....,,,. " FLOM CARPET MFTR: PATCRAFT BOOR: ARAZZO - COLOR: ANNIDARSI COLOR CC NO: 667-091 BASE: RUBBER , FLOOR: EXPOSED CO CRETE MFTR: MERCER NO: 607 BASE: NONE ACCENT EAST AND Nt7R_TH WALL: VINYL WALLCOVERING' MFTR: KC Al WALLCOVERINGS WALLS: PAINT EPDXV BOOK: RI '4ONT , MFTR: BENJAMIN MOORE COLOR: B JNDY NO: 968 NO: F221 CEILING: PAINT EP XY ALL OTHER WALLS :i .'L, MFTR: BBM AMIN MOORE MFTR: KG F 'WALLCOVERINGS NO: 968 BOOK: RIDGEMUNT COLOR: .SPUN GOLD NO: F221. 3 ACOUSTIC: ACOUSTIC MFTR: USG INTERIORS STYLE: NATURAL FISSURED Ih�-1 NO: 52704 SIZE: 2 X 2 X 5/8" COLOR: WHITE FLOOR: CARPET y GRID: DONN DX, WHITE MFTR: PAT RAFT BOOK: ARAZZO COLOR: ANNIDARSI NO: 667-091 BASE: RUBBER MFTR: MER ERME NO: 607 WALLS: PAINT MFTR: BENJAMIN MOORE FLOOR: SHEET VINYL - I, NO: 1079 MFTR: ARMSTRONG FINISH: SATIN STYLE: POSSIBILITIES ROOM 183 ONLY - ACCENT NORTH WALL - VINYL WALLCOVERING TYPE: JACQUARD WEAVE MFTR: KO SEAL COLOR: OCEAN BOOK: RZ EMONT NO: 86258, COLOR: THIAL BASE: RUBBER NO: F221-185 MFTR: MERCER , ROOM 125 ONLY - ACCENT SOUTH WALL VINYL WALLCOVERING NO: 607 MFTR: KO SEAL WALLS: PAINT_-,-_ BOOK: RIDGEMONT MFTR: BENJAMIN MOORE : TEAL LORF221 NO: 1079 "I N 85 FINISH: SATIN CEILING: ACOUSTIC .,., ..•-.-�.:.:.. CABINET: PLASTIC LAMINATE MFTR: USG INTERIORS MFTR: NEVAMAR COLOR: PORCELAIN e STYLE: mAruRAL FISSURED.11 NO: S-2-50T NO: 52704 - CEILING: PAINT SIZE: 2 X 2 X 5/8" MFTR: BENJAMIN MOORE COLOR: WHITE NO: 968 GRID: DONN DX COLOR: WHITE (TYPICAL) OF I FLOOR: SHEET VI MFTR: TRONG STYLE: PO SIBILITIES TYPE: JAC UARD WEAVE NO: 86257 COLOR: ROSE QUARTZ BASE: RUBBER MFTR: MERCER _ NO: 607 WALLS: PAINT M MFTR: BEN AMIN MOORE NO : 1079 079 -" FINISA: STIN COUNTER AND CABINB : PLASTIC LAMINATE MFTR: NEVRMAR COLOR: PEACOCK GREEN MATRIX r NO: MR-5- T CEILING: ACOUSTIC MFTR: USG INTERIORS STYLE: NArURAL FISSURED II NO: 52704 SIZE: 2 X 2 X 5/8" COLOR: WA TE '.`. GRID: DON DX , WHITE FLOOR: EXPOSED CONCRETE;-` BASE: NONE WALLS: PAINT MFTR: BENJAMIN MOORE NO; 1079 FINISH: SATIN CEILING: ACOUSTIC MFTR: USG INTERIORS STYLE: NATURAL FISSURED NO: 52704 SIZE: 2 X 2 X 5/8" COLOR: WHITE QRID; DONN DX, WHITE MFTR: PATCRAFT BOOK: ARAZZO NO: 667-091 COLOR: ANNIDARSI BASE: RUBBER MFTR: MERCER NO: 306 LWALLS:PAINT MFTR: BENJAMIN MOORE., NO. 1079 FINISH: PLASTIC LAMINAMFTR: NEVAMARCOLOR: PORCELAINNO: S-2-50T: ACOUSTIC _MFTR: USG INTERISTYLE: NATURAL FINO: 52704 SIZE: 2 X 2 X 5/8COLOR• GRID: , WHITE.:. 7+�sG3i,lO '`FnR'fs airilfa H � v J P O w' • � x U NW J 2 r * = U W¢ r4 zy z^ r� N S ET NUMBER A21 OF 35 q 1 D O O R S C H E O U L E NO. DOOR I FRRME FIRE- RRTING HOW. GROUP REMRRKS SIZE MRT' L. TYPE GLRSS LOUVER MRT' L. TYPE DE ILS WIDTH HT. THK. W H HERD7JI MB SILL HR LRB GRP KEY 1 PR 3'-0' T-0' 1 3/4' ALUM A 1/4" TEMP. I ALUM W1 /A24 /A24 1 2 3'-0' 7'-0' 1 3/4' W.M. O 1/4' TEMP. W.M. b B/A23 7423 11/A23 6 3 31-0' T-0' 1 3/4' Will. O 1/4' TEMP. WM. b B/A23 7 3 I I/A23 3 4 PR 3'-0' T-0' 1 3/4' W.M. b Will. A IO/A23 9 3 I I/A23 7 5 3'-0' T-0' 1 3/4' WM. b I.I.M. b 10/A23 9 3 II/A23 B 6 PR 3'-0' T-0' 1 3/4' W.M. O 1/4' TEMP. I.I.M. A B/A23 7 3 1 I/A23 2 7 PR 3'-0' T-0' 1 3/4' W.M. O 1/4' TEMP. W.M. A B/A23 74123 11/A23 2 B 3'-0' T-0' 1 3/4' WI'I. O 1/4' TEMP. WM. D B/A23 7423 1I/A23 3 9 PR 3'-0' T-0' 1 3/4' WM. b W.M. b B/A23 7 3 1 I/A23 5 10 PR 3'-0' T-0' 1 3/4' W.M. b I.I.M. b IO/A23 9423 1 I/A23 7 11 3'-0' 7'-0' 1 3/4' W.M. O 1/4' TEMP. W.M. b 0/A23 7 3 11/A23 3 12 3'-0' 7'-0' 1 3/4' W.M. G 1/4' TEMP. I.I.M. b B/A23 7423 11/A23 3 13 3'-0' T-0' 1 3/4' PL LAM D W.M. b 2/A23 3 36 N,JO�►11!sNr +" 14 3'-0. T-0' 1 3/4' PL LAM E 1/4' TEMP. W.M. b 1/A23 1 3 30 Hnle6tsMT 1' 15 3'-0' T-0' 1 3/4' PL LAM D W.M. b 2/A23 2,123 36 I.rJc69!om T 1` 16 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP. W.M. b 4/A23 4 3 9 17 3'-0' T-0' 1 3/4' PL LAM E 1/4' TEMP. WM. b 4/A23 4 28 18 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP. W.M. b 4/A23 44 k23 10 19 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP. W.M. b 1/A23 1 k23 14 20 3'-0' T-0' 1 3/4' PL LAM D Will. b 1/A23 1 k,23 17 21 3'-0' 7'-0' 1 3/4' PL LAM D WP1. b 1/A23 1 k23 17 22 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP. W.M. b 1/A23 14,23 17 23 3'-0' T-0' 13/4' PL LAM D I.I.M. b 1/A23 i 3 14 24 3'-0' T-0' 1 3/4' PL LAM D WP'I. b 1/A23 1 3 15 25 3'-0' 7'-0' 1 3/4' PL LAM E I/4' TEMP. WM. b 1/A23 1 3 17 26 31-01 T-0' 1 3/4' PL LAM D WM. b 1/A23 I 3 17 27 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP. W.M. D 1/A23 i 3 17 28 3'-0' T-0' 1 3/4' PL LAM D I.I.M. b 1/A23 1 3 17 29 3'-0' T-0' 1 3/4' PL LAM D I.I.M. b 1/A23 q 3 16 fArID6k'<N` 1` 30 3'-0' 7'-0' L 3/4' PL LAM D W.M. b 1/A23 1 3 37 N�v6�sriT 1" 31 3'-0' 7'-0' 1 3/4' PL LAM D WM. b I/A23 4 3 16 pa6f APi.+� i' 32 3'-0' 7'-0' 1 3/4' PL LAM D W.M. b I/A23 1 3 17 33 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP. WM. b 1/A23 Ij t23 17 34 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP. Will. b 1/A23 1 3 16 35 3'-0' 7'-0' 1 3/4' PL LAM D W.M. b 1/A23 1 3 17 36 3'-0' T-0' 13/4' PL LAM E 1/4' TEMP. WM. b 1/A23 Lo 23 16 37 3'-0` T-0' 13/4' PL LAM D WM. b 1/A23 L, Q3 17 38 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP. WM. b 1/A23 14,23 16 39 31-0' T-0' 1 3/4" PL LAN D WP1. b I/A23 1 t23 17 40 3'-0' T-0' 1 3/4' PL LAM E 1/4' TEMP. um. b I/A23 1,4123 16 41 3'-0' T-0' 1 3/4' PL LAM D W.t"W. b I/A23 1,423 17 42 3'-0' T-0' 1 3/4' PL LAM D Will. b 1/A23 1 3 l6 43 3'-0' T-0' 1 3/4' PL LAM D I.I.M. b I/A23 l 3 16 44 3'-0' T-0' l 3/4' PL LAM D I.I.M. b 1/A23 1123 17 45 3'-0' T-0' 1 3/4' PL LAM D W.M. b 1/A23 D 123 17 46 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP. W.M. b 1/A23 1 3 16 47 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP. W.M. C) 1/A23 1 16 48 3'-0' T-0' 1 3/4' PL LAM D Will. b 1/A23 1 3 17 riJv6K'aNT I' 49 3'-0' T-0' 1 3/4" PL LAM D Will. b 1/A23 1 3 16 50 3'-0' T-0' 1 3/4' PL LAM D ?P' 6' WM. b 1/A23 1 3 30 51 3'-0' T-0' 1 3/4" PL LAM E 1/4' TEMP. W.M. b 1/A23 1 3 22 52 3'-0' T-0' 1 3/4" PL LAM D W.M. b 1/A23 1 3 16 53 X-C)" T-0' 1 3/4' PL LAM D I.I.M.b 1/A23 1 3 24 54 3'-0' 7'-0' 1 3/4' PL LAM D M W. b 1/A23 1423 16 55 31-0' T-0' 1 3/4' PL LAM D W.M. b I/A23 1 3 16 56 31-0' T-0' 1 3/4' PL LAM D 74' V W.M. b 1/A23 423 40 57 3'-0' T-0' 1 3/4' PL LAM D 'a4' b' WM. b 2/A23 2,1423 42 58 31-0' T-0' 1 3/4' PL LAM D ?4" 0' W.M. b 1/A23 423 40 59 3'-0' T-0' 1 3/4' PL LAM D '04" 6' WM. b 2/A23 2.1423 42 60 3'-0' T-0' 13/4' PL LAM E 1/4' TEMP. W.M. b 1/A23 1 3 1B 61 31-0' 7'-0' 1 3/4' PL LAM D W.M. b 1/A23 1 3 17 62 3'-0' T-0' 1 3/4' PL LAM D Will. b 1/A23 1 3 17 63 3'-0' T-0' 1 3/4' PL LAM D WM. b 1/A23 1 3 17 64 3'-0' 7'-0' 1 3/4' PL LAM D WM. b 1/A23 Ij 123 32 65 3'-0' T-0' 1 3/4' PL LAM E 1/4' TEMP. W.M. b 4/A23 4 3 IB 66 3'-0' 71-0' 1 3/4' PL LAN D W.M. b 1/A23 1 3 17 67 4'-0' T-0' 1 3/4" PL LAM G W.M. b 4/A23 4 3 33 DUTOW DOOR 68 3'-0' 7'-0' 1 3/4' PL LAM D W.M. b 4/A23 4 3 32 69 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP. WM. b 1/A23 q 3 40 70 3'-0' T-0' 1 3/4' PL LAM D To. 19' WM, b 1/A23 1,1123 42 71 3'-0. 7'-0' t 3/4' PL LAM D 120' 1b' W.M. b 1/A23 1 3 42 72 3'-0' 7'-0' 1 3/4' PL LAM E 1/4" TEMP. WM. b 4/A23 4 3 42 73 3'-0' T-0' 1 3/4' PL LAM D I.I.M. b 4/A23 4A 23 32 1' 74 3'-0' 7'-0' 1 3/4' PL LAM D 70, IF WM. b 4/A23 4A 23 42 75 31-0' T-0' 1 3/4' PL LAM D ?R' lb' I.I.M. b I/A23 IA 23 42 76 3'-0' T-0' 1 3/4' PL LAM F 1/4' TEMP. W.M. b I/A23 1 3 41 77 3'-0' T-O' 1 3/4' PL LAN E 1/4' TEMP. I.I.M.b 1/A23 1 3 23 78 31-0' T-0' 1 3/4' PL LAM E 1/4' TEMP. WM. b 1/A23 1 3 23 79 3'-0' T-0' t 3/4' PL LAM D Will. b 1/A23 1 3 16 00 3'-0' T-0' 1 3/4' PL LAM E 1/4' TEMP. WA b 1/A23 1 3 32 81 3'-0' T-0' l 3/4' PL LAM F 1/4' TEMP. WM. b 1/A23 1 3 17 82 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP. W.M. b 1/A23 1 3 22 83 3'-0' 7'-0' 1 3/4` PL LAM D W.M. b 1/A23 1 3 17 84 3'-0' T-0' 1 3/4' PL LAM D W.M.LILJ b 1/A23 I 3 16 85 3'-0' T-0' 1 3/4' PL LAM D WM. b 1/A23 1 3 17 D O O R S C H E O U L E NO. DOOR FRRHE FIRE- RRTING HDW_ GROUP REHRRKS SIZE MRT' L. TYPE GLRSS LOUVER MRT' L. TYPE DETRILS WIDTH HT. THK. W H HERD JRMB SILL HR LRB GRP KEY 86 3'-0. 7'-0' 1 3/4' PL LAM E 1/4' TEMP I.I.M. b 1/A23 I/A23 16 87 3'-O' T-0' t 3/4' PL LAM D WM.. b I/A23 1/A23 32 HJvfarocLK1 1' Be 3'-0' 7'-0' 13/4' PL LAM D W.M. b 1/A23 1/A23 17 89 31-0' 7'-0' 1 3/4' PL LAM D W.M. b 1/A23 1/A23 17 90 3.-0. 7'-0' 1 3/4' PL LAM D WM. b I/A23 1/A23 34 91 3'-0' 7'-0' 1 3/4' PL LAM D 'IG' 4" W.M. b 1/A23 I/A23 30 92 3'-0' T-0` 1 3/4' PL LAM D WM D 1/A23 I/A23 32 93 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP WMj, b 1/A23 1/A23 38 94 3'-0' T-0' 1 3/4' PL LAM D W.M. b 1/A23 1/A23 16 95 31-O' T-O' 1 3/4' PL LAM D W.M. b 1/A23 I/A23 16 96 3'-0' 7'-0' 1 3/4' PL LAM D WM.!, b 1/A23 1/A23 16 97 3'-0' 7'-0' 1 3/4' PL LAM D WM.I, b 1/A23 1/A23 16 98 3'-0' T-O' 1 3/4' PL LAM D WM.!, b I/A23 1/A23 16 99 3'-0' T-0' 1 3/4' PL LAM D um.' b 1/A23 1/A23 16 100 3'-0' 7'-0' t 3/4' PL LAM D I.I.M.b I/A23 1/A23 32 HniVECSH f 1' 101 3'-0' 7'-0' 1 3/4' PL LAM D WM.I b 1/A23 1/A23 16 102 3'-0. 7'-0' 1 3/4' PL LAM D WM.! b 1/A23 I/A23 35 ri�of<srYr 1` 103 3'-0' T-0' 1 3/4' PL LAM D W.M.I b 1/A23 I/A23 16 104 3'-0' 7'-0' 1 3/4' PL LAM D WM.! b 1/A23 I/A23 16 105 3'-0' T-0' 1 3/4' PL LAM D WM.I b 1/A23 1/A23 16 106 3'-0' 7'-0' 1 3/4' PL LAM E. 1/4' TEMP WMj D I/A23 1/A23 32 107 3'-0' 7'-�' 1 3/4' PL LAM D um.' b 1/A23 1/A23 32 hlJvfl wwr I' 108 PC ;i' no 7'-0' 1 3/4' PL LAM D WM.I A I/A23 1/A23 3 b 27 32 109 3'-0' T-0' 1 3/4" PL LAM b WM.' b 1/A23 1/A23 110 3'-0' T-0' 1 3/4' PL LAM D W.M. b 1/A23 I/A23 111 3'-0' T-0' 1 3/4' PL LAM E 1/4' TEMP W.M.! D I 1/A23 1/A23 21 ri ff'sHj +" 112 3'-0' T-0' 1 3/4' PL LAM D W.M. b 1/A23 1/A23 35 113 3'-0' 7'-0' 1 3/4' PL LAM D WM.' b 1/A23 1/A23 16 114 3'-0' T-0' 1 3/4' PL LAM D um. b I/A23 1/A23 17 115 3'-0' T-0' 1 3/4' PL LAM D W.M. b I/A23 1/A23 16 116 3'-0' 7'-0' 1 3/4' PL LAM D WM. 1 b I/A23 I/A23 16 117 3'-0. 7'-0' 1 3/4' PL LAM E 1/4' TEMP Will. b 1/A23 1/A23 23 118 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP I.I.M. b l/A23 I/A23 41 119 3'-0. T-0' 1 3/4' PL LAM E 1/4' TEMP WM. b I/A23 1/A23 38 120 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP WM. b 1/A23 1/A23 41 121 3'-0' 6'-8' 1 3/4' PL LAM D WM. b I/A23 1/A23 24 39 122 3'-0' T-0' 1 3/4" PL LAM D W.M. b I/A23 1/A23 123 3'-0' 7'-0' 1 3/4' PL LAM D W.M. b 1/A23 1/A23 19 124 3'-0' 7'-0' 1 3/4. PL IAf1 D I.I.M. b 5/A23 5/A23 27 125 3'-0' T-0' 1 3/4" PL LAM D W.M.! b I/A23 I/A23 16 126 3'-0' 7'-0' 1 3/4' PL LAM D WM. b 1/A23 1/A23 35 I. 127 3'-0' T-0' 1 3/4' PL LAM E 1/4' TEMP I WM. b I/A23 1/A23 12 12B 3'-0' T-0' 1 3/4' PL LAM E 1/4' TEMP I.I.M. b I/A23 1/A23 11 129 3'-0' 7'-0' ! 3/4' PL LAM D WM. b I/A23 1/A23 17 130 3'-0' T-0' 1 3/4' PL LAM E 1/4' TEMP W.M. b 1/A23 1/A23 17 131 3'-0' 7'-0' 1 3/4' PL LAM D wil. b 1/A23 I/A23 17 132 3'-0' T-0' 1 3/4' PL LAM D WI-1. b 2/A23 2/A23 37 rirlvsrsH ( 10 133 3'-0' 7'-0' 1 3/4" PL LAM D I.I.M. b 1/A23 1/A23 I' 134 3'-0' T-0' 1 3/4' PL LAM D I.IM.'I b 1/A23 1/A23 30 135 31-04 T-0' 1 3/4' PL LAM D W.M. b I/A23 1/A23 l7 136 3'-0. 7'-0' 1 3/4' PL LAM D W.M. b I/A23 1/A23 17 137 3'-0. 7'-0' 1 3/4' PL LAM D I.I.M. b 1/A23 I/A23 35 138 3'-0' 71-0' 1 3/4' PL LAM E 1/4' TEMP I.I.M. b 1/A23 I/A23 32 139 3'-0' T-0' 1 3/4' PL LAM D W.M. b 1/A23 I/A23 32 1" 140 PR 3'-0' T-0' 1 3/4. PL LAM D W.N. A 1/A23 1/A23 34 141 3'-0' 7'-0' 1 3/4" PL LAM E 1/4" TEMP WM. D 1/A23 I/A23 142 3'-0' 7'-0' 1 3/4' PL LAM D WM. b 1/A23 1/A23 YL�DE�iH I" — 143 3'-0' T-0' 1 3/4' PL LAM D W.M. b I/A23 1/A23 g43 N�1 rJE tr 1' 144 3'-0' 7'-0' 1 3/4' PL LAM D W.M.' b 1/A23 I/A23 /nJDfUui' I. 145 3'-0. 7'-0' 1 3/4' PL LAM D I.I.M. b 1/A23 1/A23 25 Mojorv4,AT 1' 146 3'-0' T-0' 1 3/4' PL LAM D WM.I b 1/A23 1/A23 24 'w4ccreck'( 1" 147 3'-0' T-0' 1 3/4' PL LAM D 'IY?" /.' WM.', b 1/A23 1/A23 19 148 3'-0' 7'-0' 1 3/4' PL LAM D W.M. b 1/A23 1/A23 19 1' 149 3'-0' 7'-0' 1 3/4' PL LAM D WM. b 1/A23 1/A23 17 150 3'-0' T-0' 1 3/4' PL LAM D W.M. b 1/A23 1/A23 17 151 31-0' 7'-0' 1 3/4' PL LAM D W.M.' b 1/A23 I/A23 17 152 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' P TEMP I-LM. b 1/A23 I/A23 15 153 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP W.M. D I/A23 I/A23 14 154 3'-0' T-0' 1 3/4' PL LAM E 1/4' TEMP I.I.M. b 1/A23 1/A23 15 155 3'-0' T-0' 1 3/4' PL LAM D Will. D 1/A23 1/A23 24 I56 3'-0' T-0' 1 3/4' PL LAM D WM. D 4/A23 4/A23 19 157 3'-0' 7'-0' 1 3/4" PL LAM D WM. b 4/A23 4/A23 13 158 3'-0' T-0' 1 3/4' PL LAM b WM. D 4/A23 4/A23 13 159 3'-0' 7'-0" 1 3/4' PL LAM b W.M. D 4/A23 4/A23 31 160 3'-O' T-0' 1 3/4' PL LAM b W.M. b 4/A23 4/A23 29 161 3'-0' 7'-0' 1 3/4' PL LAM b W.M. b 4/A23 4/A23 26 162 3'-0' T-0' 1 3/4' PL LAM b W.M. b 4/A23 4/A23 32 163 3'-0. T-0' l 3/4' PL LAM E 1/4' TEMP UM. ! b 1/A23 I/A23 12 164 3'-0' 7'-0' 1 3/4' PL LAM D Wt b 1/A23 1/A23 17 165 3'-0- 7'-0' 1 3/4' PL LAM D WM b 1/A23 1/A23 H+JO6F'sl�b I' 166 3'-0' T-0' 1 3/4' PL LAM E 1/4' TEMP LWM. b I/A23 1/A23 167 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TFE IP U.N.b I/A23 1/A23 tag 168 3'-0' 7'-0' 1 3/4" PL LAM E 1/4' TEMP W.M.b 1/A23 1/A23 169 3'-0' 7'-0' t 3/4' PL LAM D WM. b 1/A23 1/A23 17 170 3'-0' T-0' 1 3/4' PL LAM E I/4' TEMP WM. 1 15 1/A23 I/A23 17 I® , a c �v ' vz. Na H � Uo ..1 yW� H � x M� W U ma Q ' Y z� i I. .T �l SHEET NUMBER A22 OF 35 ® 0 0 R S C HI E D U L E NO. DOOR FRRME I FIRE- RRTING HOW, GROUP REMRRKS SIZE MRT' L. TYPE GLRSS LOUVER MRT' L. TYPE ITAILS WIDTH HT. THK. W H HERD RMB SILL HR LR GRP KEY 171 3'-0' 7'-0' 1 3/4' PL LAM E 1/4" TEMP. W.M. B I/A23 /A23 39 172 3'-0' 7'-0' 1 3/4' PL LAM D Will. B I/A23 /A23 17 173 3'-0' 7'-0' 1 3/4' PL LAM E 1/4" TEMP. W.M. 5 1/A23 17 174 3'-0' 7'-0' 1 3/4' PL LAM D WM. 5 I/A23 L 17 175 3'-0'7'-0' 1 3/4' PL LAM D WM. B 1/A23 17 176 3'-0' 7'-0' 13/4" PL LAM D W.M. 15 1 I/A23 /A23 17 177 3'-0' 7'-0- 1 3/4' PL LAM D WM. D I/A23 /A23 17 178 3'-0' 7'-0' 1 3/4" PL LAM E 1/4' TEMP. W.M. 5 I/A23 /A23 17 MJcPIFtsN I' 179 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP. W.M. B I/A23 /A23 16 NI�bl6tsN1 p' 180 3'-0. 7'-0' 1 3/4' PL LAM D W.M. 5 1/A23 /A23 17 101 3'-0' 7'-0' 1 3/4' PL LAM. F 1/4' TEMP. W.M. 5 1/A23 /A23 -;. 17 - 182 3'-0' 7'-0' 13/4' PL LAM F 1/4' TEMP. Will. B 1/A23 /A23 17 183 2'-4- 7'-0' 1 3/4' PL LAM D W.M. 5 2/A23 VA23 37 NaDERch 1' 184 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP. '.. W.M. 5 I/A23 /A23 23 185 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP. W.M. 5 1/A23 / 17 186 31-0' 7`-0' 1 3/4' PL LAM E 1/4' TEMP. WM. 5 1/A23 /A23 28 187 3'-0' 7'-0' 1 3/4' PL LAM D WM. 5 1/A23 / / / / /A23 /A23 ' 32 ml- r,*1 40T I- 1188 3'-0' 7'-0' 1 3/4" PL LAM D WM. B I/A23 32 Nr-:aEp!Lar I" 189 3'-0' 7'-0' 13/4' PL LAM E 1/4' TEMP. W.M. B I/A23 16 I90 3'-0' 7'-0' 1 3/4' PL LAM D W.M. 5 I/A23 17 191 3'-0' 7'-0' 1 3/4' PL LAM D W.M. 5 I/A23 17 192 3'-0' 7'-0' 1 3/4' PL LAM E 1/4' TEMP. W.M. (5 1/A23 14 3'-0' 7'-0' 1 3/4' PL LAM E 1/4" TEMP. W.M.WW B I/A23 /A23 16 r195194 3'-0' 7'-0' 1 3/4' PL LAM 1) W. B 1/A23 /A23 17 3'-0' 7'-0' 1 3/4' PL LAM 1) W.M. B 1/A23 A23 24 hr�cECtN I- 196 3'-0. 7'-0' l 3/4' PL LAM E 1/4' TEMP. W.M. B 1/A23 A23 14 197 3'-0. 7'-0' 1 3/4- PL LAM D W.M. 5 I/A23 A23 17 198 3'-0- 7'-0' 1 3/4' PL LAM E 1/4' TEMP. W.M. B 1/A23 A23 14 199 3'-0' 7'-0' 1 3/4- PL LAM F 1/4' TEMP. Will. 5 1/A23 A23 24 200 3'-0' 7'-0' 1 3/4' PL LAM D W.M. 5 I/A23 A23 17 201 3'-0' 7'-0' 1 3/4' PL LAM E I/4- TEMP. WM. 5 I/A23 A23 14 202 3'-0' 7'-0' 1 3/4' W.M. B I.I.M. B 10/A23 A23 4 203 3'-0' 7'-0' 1 3/4' W.M. 5 W.M. B 1./A?a A?$ 32 204 PR 3'-0" 7'-0' 1 3/4' W.M. 5 I.I.M. A 101A73 /A23 i 205 3'-0' 7'-0' 1 3/4' W.M. 3 a Io/A71 10& 3'• P, j' O' 1 a/4' I'I• b {J rp. 3 C./A?$ IAIA 16 II I I • 0 0 ZTLE ALUM. •••- • • • • • . •- WOOD• • 0 ••• • • I•- ••. TINTED • • TOP FLLL:�W. CLOSED Top IIDOOR TXPES lec 1 11 5/8' GYPSUM DRYWALL ON 3 5/8' —TWIN -SET CERAMIC TILE ON 5/8' 5 8' MTL STUDS ID 16' O.G. 2 5 8, GYPSUM DRYWALL ON 3 5/8' MTL. STUDS 0 16, O.C. (V T_� WOLLOW METAL DOOR FRAME WOLLOW METAL DOOR FRAME W/3 W/3 MTL STUDS ANCWORS - MTL STUDS ANCLIORS PER JAM® PER JAMS 3' TWERMAFIBEJR CREASED SOUND 3' TWERMAFIBER CREASED ; E, ATTENUATION BLANKET WWERE RE4 SOUND ATTENUATION BLANKET \ i/ \ .f \ ,I t PLASTIC LAMINATE ON 1 3/4- STA WWERE REQ'D. „ „ /LJLJMbER CORE DOOR zu I/ NOTE' LPLASTIC LAMINATE ON 1 3/4' NOTE- I 5/8' GYPSUM DRYWALL ON 3 5/8' WEAD DETAIL SIMILAR STAVED LUMBER CORE DOOR WEAD DETAIL SIMILAR MTL STUDS ® 16, O.G. DETAIL• i DEVIL 2 SCALE, 3'-1'-O' 23 SCALE, 3'-O' 23 o CIO- 5/8' TYPE 'X' GYPSUM DRYWALL ON P.T. FURRING STRIPS 0 16' O.C. EAGW SIDE OF 8' GONG BLOCK WALL. WOLL.OW METAL DOOR FRAME W/3 T ANCWORS PER JAMS. FILL WITW 00 00 GROUT (JAMBS ONLY). PLASTIC LAMINATE ON STAVED 0,lZ,�' 0 LUMBER CORE DOOR - 0 - a-. NOTE.- WEAD DETAIL SIMILAR DETAIL 4 SCALE - 3'-1'-0' A23 8' EXPOSED GONG OLOCK W/ALL JOINTS TOOLED. PAINTED WOLLOW MTL DOOR FRAME W/3 'T' ANGWORS PER JAMS. FILL JAMBS WITW GROUT. CENTER DOOR FRAME IN OPENING. PLASTIC LAMINATE ON STAVEDLn (� LUMBER CORE DOOR _ J l NOTE, WEAD DETAIL SIMILAR DETAIL s SCALE - 3'- V-0' A23 HOWE 0 I j �CONT. CAULK 5EAD ' 4' MODULAR 5RICK VENEER W/ 1' AIR SPACE BITUMENOUS DAMPPROOFING ON ALL SURFACES TO RECEIVE 4' 5RICK VENEER DETAIL SCALE- 3'- l'-O' A23 U16 - 1- r fir_ � • - .••- •- i I CONT. CAULK BEAD ' 4' MODULAR BRICK VENEER W/ I' AIR SPACE BITU'IENOUS DAMPPROOFING ON ALL SURFACES TO RECEIVE 4' BRICK VENEER DETAIL SCALE, 3'-1'-0' A23 a ,- :: p a'p<� O 0 - O - O - O 5/8' GYPSUM DRYWALL ON 5!9 3 5/8' f1TL STUDS ® 16- O.G. WOLLOW MET DOOR FRAME W/3 MTL STUD ANCWORS \; PER JAMB „ > Z Y 3 � Q W N 3' TWERMAFIBER GREASED o v NOTE, SOUND ATTENUATION DLANI ET WEAD DETAIL SIMILAR WWERE REQ'D. DETAIL SCALE - 3'- l'-O' 23 — 8' EXPOSED GONG 5LOCK W/ALL. o JOINTS TOOLED. PAINTED W W N WOLLOW MTL DOOR FRAME W/3 'T a W ANCWORS PER JAMS. FILL JAMBS WITW GROUT. CENTER DOOR FRAM IN OPENING. PLASTIC LAMINATE ON STAVED ' LUMBER CORE DOOR NOTE- WEAD DETAIL SIMILAR DETAIL s SC -ALE, 3'-1'-0* 423 GYPSUM DRYWALL ON P.T. NG STRIPS ® 16- O.C. TYP. =_SEAM -REINFORCE AS NOTED FILL VOID W/GF UP TO FLASWINI WOLLOW METAL DOOR FRAf W/3 'T- ANCWORS PER JAM FILL WITH GROUT (JAMBS OP WOLLOW METAL DOOR DETAIL s SCALE, 3'- 1'-0* A23 DETAIL SCALE, 3'= I '-O' EXPOSED `W/ALL JOINTSCTOOOLED, PAINTED. O 0 FILL VOID W/GROUT UP TO FLASWING CONCRETE SEAM W/ 3/4- R. 0 , 1/4 RND V ALL EXP. CORNERS O O O TYP. 0 ALL COLUMNS E SEAMS WOLLOW METAL DOOR FRAME W/3 T' ANCWORS PER JAMB. FILL WITW GROUT (JAMBS ONLY). WOLLOW METAL DOOR DETAIL io SCALE - 3'=1'-0' A23 5HEET NUMBER A23 F A0 s �- r' ' 'T ALUM. STOREFRONT FRAMING ALUM. STOREFRONT FRAMING ALUM. STOREFRONT DOOR W/ 1/4' TEMPERED GLASS DETAIL 2 SCALE • 3'= P-O' 1 3/4' ALUM. STOREFRONT DOOR W/ 1/4' TEMPERED ® __� -___ .- -• •.III.. 0 ETAIL ' 3'-1 0. •e T 3/4'. v m � (V co v N� 21 co (V 3mYf � �Ty M olalk, 8' X DOP 18 �36.00' } g $� yyM�1k flF 1 1/4' TEMPERED, TINTED GLASS o ! io CONT. ALUM. STOREFRONT CAULK FRAMING WANDICAPPED ACCESSIBLE 5EA ALUM. TURESWOLD IN LL41 - FULL CAULK B IE O O POURED GONG. Slab DETAIL 3 DETAIL 6 SCALE - 3'=1 '-O' A24 SCALE - 3'=1'-0' A24 DETHi SCALE • 3'-1'-0' V m ® J � J ALUMINUM CASEMENT/FIXED WINDOW WOLL.OW METAL WINDOW FRAME W/ 1/4' TINTED GLASS. ALL EXPOSED W/ 1/4' CLEAR GLASS, SURFACES SLIALL 5E BLACK ANODIZED �ienvaE 0-IF bJp i• �[F ! �cTW E aLaaa (TEMPERED GLASS IN OPERABLE VENT) p,E�w6fa epnMc ols A�+w rn9 W/2-5 DARS OR FACE SLIALL i8' GYPSUM DRYWALL ON T. FURRING STRIPS '4' SOLAR bRONZE TEMPS -ASS IN ALUM. FRAME FEZ TEMPERED GLASS MUNTIN ALUMINUM WINDOW ROLLING SLIUTTER TRACK — BRICK 5EYOND 15' mk ROLLING SLJUTTER TRACK CONT. CAULK 5EAD AT PERIMITER OF WINDOW DETAIL' io SCALE - 3'= 1 '-O' 24 ROWLOCK BRICK SILL DETAIL 11 SCALE � 3'-1'-0' 24 Ed- W4 � STAINLESS STEEL FR E W/ 1 3/ 16' Bl1 LET RESISTANT GLASS 5/8'GYPSUM DRYWALL W/LIARDCOTE PLASTER FINISW ON P.T. FURRING STRIPS ALUMINUM CASEMENT/FIXE[ WINDOW UNIT W/ 1/4' SOLO PROVIDE TEMPERED GLASS IN OPERAE VENTS. EXPOS BLED ALUM. SWALL WAVE GREEN POWDER COAT FINISW TO MATCLI STRIPE IN FASCIA 3/4' SOLID POLYMER WINDOW STOOL 5/8'GYPSUM DRYWALL W/LIARDCOTE PLASTER FINISLI ON P.T. FURRING STRIPS J GREEN ALUMINUM CASEMENT/FIXED WINDOW UNIT W/ 1/4' SOLAR BRONZE TINTED GLASS. PROVIDE TEMPERED GLASS,IN OPERABLE VENTS. EXPOSED ALUM. SWALL LIAVE GREEN POWDER COAT FINISLI TO MATCLI STRIPE IN FASCIA 3/4' SOLID POLYMER WINDOW STOOL_ !, ' CONCRETE WINDOW SILL W/1--5 5AR CONT. - 5/8'GYPSUM DRYWALL p W/WARDCOTE PLASTER FINI5W ON STL STUDS 0 .� DETAIL 12 SCALE • 3'-1'-0' 24 v STAINLESS STEEL FRAME W/ 1 3/ 16' 51 111 ET RESISTANT GLASS PLASTIC 002 COUNTE PLY ® 4 DESK SGT./ SWITCw BD. F-- PLASTIC LAMINATE DESKTOP CAI MARINE PLY ® 2'6' A.F.F. --� r�1 1575' SCALE • 1 /4'-1'-O' 1 3/ 16' BULLET RESISTANT GLASS IN ST. STL FRAME - CUSTOM ST. STL FILLER FRAME PIECE ' CUSTOM ST. STL _---- FILLER FRAME PIECE DETAIL Q DETAIL 14 SCALE, 3'-1'-0' 24 SCALE 3'=V-0' 24 5/8'GYPSUM DRYWALL-- / W/WARDCOTE PLASTER FINISLI ON STL STUDS P.T. DUCKING AS READ.--/ 1 3/ 16' bULIET RESISTANT GLASS IN ST. STL FRAME DETAIL is SCALE - 3'-1'-0' 24 1 3/ 16' 5ULET RESISTANT GLASS IN ST. STL FRAME ST.STL DEAL TRAY PLASTIC LAMINATE ON 3/4' MARINE PLY 1 3/ 16' 5ULET RESISTANT GLASS IN ST. STL FRAME PLASTIC LAMINATE ON 3/4' MARINE PLY DE SCALE, SHEET NUMBER •A24 OF 35 v 5 M� 3 �5� $ ^3 F 'a { �` Y • II II ��., �n zap � , � w4...—��* �.�: (14) 1/2 LOCKERS 71 l 4'x4' GERAMIC TILE A 26 E SEE OPEN zOPEN 4'x4' ACCENT STRIPE SEE DETAIL SLEET CERAMIC TILE e' 26� �4'x4' c •.w�• iv wnnv IG TLEV7, 5'X6' QUARRY TILE BASE MENNEN INN am ■■N Ism we MEN I■■■ i ■■ ■■■■N I■■■ ■■ ■■■■N I■■■ i I■■ ■■■N was INN �,■■■ ■■, I■■■■I lmmoi HE I■■■ I INC-as ■� I■■■■ 11■■1 - � I■■■■■n i■■■ _� Ism IN I n 30 DOOR I !AT \ _ 7r LUG TOILET BEYOND 4'x4 1/4' TILE E� 4 l CERAMIC ® ® 7 (20) 1 /2 LOCKERS W/SLOPING TOP \ DOOR 13 15 36 SIMILAR REVERSED l6 MR J. ' ---4 1/4 X 4 1/4 CERAMIC TILE SEE DETAIL SLEET A 26- / 005 SIMILAR REVERSED 17 0 1'x 1' CERAMIC TILE SEE DETAIL SLEET A 26 --) 2A' x 30' MIRROR IN ST. STL- FRAME ��Z 4 1/4'x4 1/4' I CERAMIC TILE 9I SLOPE FLOOR TO DOOR i PAPER TOWEL DISPENSER/ WASTE RECEPTACLE DETTA LTS1��ET A 26IPE SEF� L4'x4' R SCREEN-LAM.URINAL — — — IC WG 51-TOWER W/SEAT F1 I — --- � ��� in 12' TILE LASE 006 SIMILAR. REVERSED j 005 SIMILAR REVERSED iH I 19 2 - I'x 1' CERAMIC TILE ��SEE DETAIL SLEET A 26 - - �\ N Uhl 1'x1' GERAf'II TILE USEE DETAIL T A 26 --- 24 IN x 5 MIRROR IN ST. ST1 FRA� � n \ WC TOILET BEYOND � I i �� 4 1 /4'x4 1/4' CERAMIC TIC 0o IFr E l'x l' CERAMIC, TILE SEE DETAIL SLEET A 26 ----> DOOR S9 20 DOOR' DOOR /\30 II \ I I \ I \ II \ 5'X6' Ali TILE B SE ® 21 4 2 1'x 1' CERAMIC TILE DETAIL SLEET A 26 - 24 x 30' MI OR IN T. STL I E] E I RECESSED PAPER TOI-IEL DISP. - £ WASTE RECEP. E---------1'xI' GERAMIG TILE SEE DETAIL SLEET A 26 --------- - -1 PL. LAM URINAL -- SCIR ZE Tr it � it U TILE BASE TILE BASE ® INTERIOR ELEVRTIONS SCALE. 3/8 •=1-O' \ LUG TOILET DEYOND -.._ T l EPDXY PAINT -- --.... __ -------------� (22) 1 /2 LOCKERS W/SL OPING TOP I'x 1' CERAMIC TILE SEE DETAIL SLEET A 26 24' x 30" MIRROR IN ST. STL FRAME � I II �II 5'X6' QUARRY TILE EASE RECESSED PAPER TOWEL DISP. £ WASTE REGEP. ter► 24' x 30' MIRROR IN ST. STL FRAME-- zope"z AGCENT"'� STRIPE SEE DETAIL SLEET A 26 OVERLEAD BRACED TOILET PARTITIONS, DOOR 30 DOOR \ I i \ 5'X6' QUARRY' TILE BASE �m 4' MOP RACK ZWARDCOTE PLASTER ON 5/6' GYP. DRYWALL. PAINTED FLOOR SINK 4' RUDDER BASE, TYP. CUSTODIRL RM. uzo N� i oc V O yw� F Q J a d ' w" W I z> z_ r� N2 SHE E T NUMBER A28 OF 35 II IVA ,.8 U �;�I Ali — VI II L _00 J _ iiiii0010000i _ x� �c RUBBER 1 BASE 52 2'0' 29 NONNI LI LI' i/II� IPA I I I1 Masao WrOWN %�iii%ii i •'IV � 1►�i oil CJ% NAME,! i� A I 14 �m III bill ,ate l �� 4' 7-0- 2. 0 38 M 39 E — Y M —DROPPED SOFFIT \ \ \ \ TIC LAMINATE WALL CABINS PLASTIC LAMINATE L co4 PLASTIC LAMI iE COUNTERTOP CABINETS W/ 1 W/4' BA W CONT. /I f\ 2'82.8' 2'8' a� 44 ERIOR ELE 3/8'- 1'-O' 1 Mal 1!I/I! `I III ii i WARDCOTE PLASTER ON 5/8' GYP. DRYWALL PAINTED ® CWARE)COTE PLASTER ON /8' GYP. ® DRYWALL PAIN rED PLASTIC !LAMIN TE COUNTERTC W/4' BA CONT. I — 4' DROPPED DROPPED SOFFIT SOFFIT 4' UTILITY FUME WOOD CWARL')C-OTF_ PLASTER ON 5/8' GYP. DRYWALL. PAINTED 4' RUBDFJ2 BASE \ 2'8' 54 CWAkDCOTE PLASTER ON 5/8' GYP, DRYWALL. PAINTED -�% E- 4' RUBBER EASE 4'0' 2'8' DROPED SOFFIT --> PROVIDE 4'X9 3/4'X3/4' MARINE GRADE PLYWOOD MOUNTING PAD . ALL EDGES SWALL. BE FINISWED W/ PIASTIG LAMINATE TO MATGW COUNTERTOP PLASTIC LAMINATE COUNTERTOP NATE O 0 3'0. 3'0' 3'0' 2'C 31 m [)ROPED SOFFIT Y� 2'8. 2'8. 2'8' 2'8' 2'8' 1.6 1' 1IL PLASTIC LAMINATE WALL CAB NE UNDER CAB, PLASTIC LAMINATE COCJVTERTOP W/4' DACKSPLASLI GONT. LIGWTING CONT/ PLASTIC LAMI TE GA ETS W/ 1 ADU SLJELF SPACE SPACE 10' 2'8' 2'8• 2'8' 2'8' 2'B' 2'8' 2'8' _Q UQ 35 ZARDCOTE PLASTER ON 5/8' GYP. DRYWALL. PAINTED "- — — — — — — — — I PLASTIC LAMINA CAMERA PLASTIC LAMINATE COUNTERTOPI AG BINETS W/ L ADU W/4' BA T. SJEL.F ® E-BRACES _ _ I I KNEE L3'0' 1 e'e, L 310' �WARDCOTE PLASTER ON 5/8' GYP. PAYWALL INTED 2'0' 5.0. 2'0' m PLASTIC LAMINATE PLASTIC LAMINATE CABINETS W/1 ADJ. COUNTERTOP W/4' SWELF BACKSPLASJ CONT. i � ��E•L 41l�K DROPPED SOFFIT PLASTERNino 4' UTILITY ON 5/6, GYP. FUME WOOD ED F LR' RBL-E Y 0 STTOORAM GGE� CABINET 4' 0 ' 3' 7 L T 55 DROPPED SOFFIT PLASTERNino 4' UTILITY ON 5/6, GYP. FUME WOOD ED F LR' RBL-E Y 0 STTOORAM GGE� CABINET 4' 0 ' 3' 7 L T 55 MEMEM 0 ON M mom RM. 195 SIMILAR 56 DCOR 142 DOOR 13 18 RM. 195 SIMILAR 57 ■■■■■■■■■■■■■ ■■■■■■■■■■■■ �I ■ii■iioi ■i■■iiiiiii u � fr7 C dig ij /i OFC Itil�k` � m r 7-2- k w, I" 1 „�:`" ti T K 4 ry z p SY C — g pfisy i CAROC PLASTER ON 5/8, GYP. DRYWALL. PAINTEDD 4' RUDDER BASE 2'0 . 43 29 I RM. 195 SIMILAR RM. 195 SIMILAR Se ss 24' x 30' MIRROR IN STAINLESS ST _ FRAME SHEET NUMBER A29 OF 35 3 0 H LUMINOUS ALUMINUM STOREFRONT W5 WWDOWS (SEE. SWEET A24) 0 4' WOOD GWAIR 3' x 12' CER. TILE DASE WARDGOTE PLASTER ON WARDGOTE PLASTER ON GYP. DRYWAU— PAINTED 5/8' GYP. DRYWALL PAINTED PLASTIC LAMINATE COUNTERTOP W/4• DAGKSPLASW CONT. PLASTIC LAMINATE COUNTI PLASTIC LAMINATE W/4' DACKSPLASW CONT. CADINETS STL T. STL ST. PLASTIC LAMINATE W/ I ADU 7, SINK SINK CADINETS W/ 1 ADU SWELF FRIDGE 2' 10' 2 10' 11 2'6' 6' ANT OIN CEILING WEIGWT 10' WALLCOVERING COLOR SCWEME SWEE A 19) 4' WOOIP GWAIR RAIL PAINTED SWEET A19) DUJ ET RE S ISTANT W4 GLASS PANEL IN STNL STEEL FRAME (SEE SWEETS A24 E A—) PLASTER ON DRYWALL, PAINTED LUMINOUS CEILING (SE E. SPECS.) 1 ADU SWELF i f I moll IN WARDr-bTE PLASTER 5/8' GYP. DRYWALL. 4-0- 4-0- L 4'(11' 4' 0 ' NOTE. WEST WAL SIMILAR 72 3 ME 4' 0 ' INS SCALE . . \ 4' TOE KICK PLASTIC LAMINATE COUNTERTOP PLASTIC LAMINATE FACING 4' TOE KICK 74 67 3 EVIDENCE LOCKERS ATIONS 3 VINYL WALLCOVERING (SEE COLOR SCWEME SWEET A19)—� 4' WOOD GWAIR RAIL PAINTED - 3' x 12' CER TILE DASE IN LUMINOUS CEILING (SEE SPECS.) COLOR " IE f A19) 1/4• TEMPERED SOLAR DRONZE GLASS IN ALUMINUM STOREFRONT W 63 FRAMING (SEE SWEET A24) 3 2'6' PLASTIC LAMINATE COUNTERTOP PLASTIC O LAMINATE FACING / L3'2' 3'0' 69 \613Y ul m 0 m N 70 71 3 3 ST. STL MULLIONS PROVIDE WIRE ACCESS DETWEEN STANDARD DR PANELS GROMMIN EE�TSCEVERY DILLET RESISTANT GLASS ONLY PANELS IN STNL STL FRAMES Hit PLASTIC LAMINATE GANNETS / I AD,I SWELF PLASTIC INATE TERTOP \ COUNTERTOP DRACES—> / \ - \ / FILE DRAWERS RUDDER RASE — \ — — - — 4' \ / PLASTIC LAMINATE OVER 2' o ' 1' I/ ' 1/4' DULLET RESISTANT 3 1/4 2' 0 ' FIDRE PANELS 03 7K 0 (0) 3 1/2' 8 1/2' 1 1/2' 2' 0 1/2' 4' r �i J P ' 4 F� U c ;WU F Q r. x cJ . 4 4-4 x� X ✓ O $ n t k€ z Lzz U F z N a �h s ✓ xw Sxkty�� r1) z r-- (-SHEET NUMBER A30 OF 35 u MARINE PLY DE51- LAYER 3/- - ®eNDING PLY 3/4' MARINE PLY ff216: P.T. 2X4 STEM WALL DIRECTLTY 15EL.OW DU -LET RESISTANT GLASS PANELS HORIZONTAL GRADE PLASTIC LAMINATE ON 3/8' 5ENDING PL HORIZONTAL GRADE I PLASTIC LAMINATE OVER 1/4'®LLLET RESISTANT FIDREGLASS PANFI (ARMORTEX OR EQUIV.) CONT. ON 3/4 MARINE PL' z PLASTIC LAMINATE ON 3/4' PLYWOOD CCl1NTERTOP =;i! • --------------------- 1/4' PLYWOOO 6ACKING CON SECTION PROVIDE 2 1/2' WIRE ACCESS ZGROMETS EVERY 24' 8- r T-7•� � •'r SECTION N SCALE- 1 1/2'=1'-O' A31 DDL_ LAYER 3 8' ®FNE)ING PL -- 3/4" MARINE >LY P.T. 2X4 S WA MiUT 1 r- 7 m Migril!t m fw0 1/4' PLYWOOD SACKING SECTION SCALE= • 1 i 2'=1 -O' 2' 8 3/4' 1 , PLASTIC LAMINATE 3/4' PLYWOOD COUJTERT 1 3/ 16' 5N ET I5TANT GLASS IN ST. STL FRAME STSTL DEAL TRA HORIZONTAL GRACE PLASTIC LAMINATE ON 3/4' MARINE PLY PROVIDE 2 1/2' WIPE ACCESS GROMETS EVERY 2'5' SECTION OR EQUIV.) MINATE• �COLNPLASTIC ' PLYWOODPLASTIC T5RTOp LAMINATE ON 3/4' PLYWOCO PLASTIC LAMINATE ON 3/4' PLYWOOD DOOR 1/4' PLYWOOD BACKING x y�TM'i 2' 0 3/4• 1' PLASTIC LAMINATE ON 3/4' PLYWOOD COUNTERTOP LAMINATE SINK PLASTIC LAMINATE ON 32 4' PLYWOOD 1/4' PLYWOOD 6ACKING-- �c1 SECTION SECTION E A31 SCALE- 1 1/2'-V-0' Ail SCALE- 1 1/2'=1'-0' A31 2' 2 3/4' 11 n SECTION SCALE. - 1 1 /2'=1 '-O' A3 1 PLASTIC LAMINATE ON 3/4 PLYWOOD COL.NTERTOP PLYWOOD SECTION P SCALE} 1 1/2'=1'-O' A31 m PLASTIC LAMINATE °0 c 1' 8' 0 l l t/4' ON 3/4' PLYWOOD W --------- 1 FALSE DRW. FRONT 3 FOR HORIZ MOf1NTED ELECTRICAL OUTLETS_ O v N i PLIf'161NG CHA5E (SEE PLL1" IL'SIN(:;i PLANS FOR DETAILS) 0 W N PLASTIC LAMINATE - ��/4' PLYWOOD Q W O o n. CONT. BASE FRAME A O iil� 4 SECTION r a SCALE. 1 -_ 9 x SHEET MTL DACKING STRIP_�� ELASTIC LAMINATE ON 3 4' 'LYWCOD SELVES 61 4 O _ Q � z LLj5w MTL STAND 5 J/S14F_L.F SCPPORT R C' .. li v 3' EASE Da Qs SECTION SECTION, SCALE I 1/2'=1'- A7,i AL.E, 1 1/2'=1'-0' f r NUL, k A31 OF 35L TOP OF FASCIA ELEVATION + 17'-1 1/2' TOP OF SOLDIER COURSE ELEVATION + 12'-B' TOP OF SOLDIER COURSE ELEVATION + 10'-0' 26 GA. DRIP EDGE 4' DRICK VENEER SOLDIER COURSE. PROVIDE SOLID UNITS 0 CORNERS 8 ENDS OF COURSES, TYP. 4' MODULAR FACE DRICK VENEER IN RUNNING DOND W/ V AIR SPACE 12 ROOF SLOPE 1 /4 I I11111 F illllli SINGLE PLY ROOFING MEMBRANE ON 2' MIN. 4' MODULAR FACE DRICK VEIs IN LT. WT. CONC, 3 1/2' RIGID DOARD INSULATION RUNNING DOND W/ 1' AIR SP AND 22 GA GALV. MTL DECK 12 ROOF SL-OPE 1114 bd WOLLOW METAL DOOR AND FRAME W/SOLID TRANSOM PANEL — 6' CWAIN LINK FENCE - - - - - - - - - - - - -EF20.12- - - - - - - - - - FINISI-I FLOOR Q m ELEVATION +00'-0' 2'-0' x CONT. CA W/3-M5 OARS CONT• EAST ELEVRTION 26 GA DRIP EDGE 4' DRICK VENEER SOLDIER C.CJlx2SE PROVIDE SOLID UNITS 0 CORNERS E ENDS OF COURSES. TYR 4- MODULAR FACE DRICK VENEER IN �RINNING DONCSLOPE D 11'AIR SPACE 12 �E1�VAIIUN +1 /"-1 1/"L- _I_ I -,TOP OF SOLDIER COURSE ELEVATION + 1 O'-0' TC- - - - - - - - - - - - - - - - - - - 01 F20.12 - 2'-0' x Y'-O' CONC. FOOTING W/3-M5 OARS CONT. WEST ELEVATION e 26 GA DRIP EDGE 4' CRICK VENEER SOLDIER COURSE PROVIDE SOLID UNITS ® CORNERS E ENDS OF COURSES, TYP. SINGLE PLY ROOFING MEMDRANE ON 2' MIN. 4' MODULAR FACE CRICK VENEER IN LT. WT. CONC, 3 1/2' RIGID DOARD INSULATION RUNNING DOND W/ I' AIR SPACE AND 22 GA GALV. MTL DECK 12 ROOF SLOPE 1 /4 TOP OF SOLDIER COURSE ELEVATION + 1 '-0' 6' CWAIN LINK FENCE W/ 6' O' GATES --I +ELEVATION +00'-0*d7-7 • • • WNC. FOOTING 15ARS CONT., NORTH ELEVRTION n I I I I ROOM ?041 I '26 GA GALV DRIP EDGE W/WOLD-DOWN CLIPS PAINT TO MATCW FASCIA ON MAIN 3-2' x 8' P.T. OLOC.KIN l 6' x 4' x 1/4' CONT. (I ISTL JOIST DF-ARING 1 ELEVATION +16'-3 1/2' (I )TOP OF SOLDIER COURSE ELEVATION + 16'-O' OP OF SOLDIER COURSE *ELEVATION +12'-8' WOT DIPPED GALV. MASONRY TIES 0 16' O.G. VEF 4' MODULAR FACE DRICK VENEER IN RUNNING DOND W/ I' AIR SPACE G-IILLER PAD o�( DITUMFNOUS DAMPPROOFING ON ALL EXTERIOR CONCRETE DLOGK SURFACES UP TO DECK— _LlETAL INISW OR ELEVATION +0'-0' o - WEEP WOLFS 0 16' O.G. N VERTICAL MORTAR JOINTS FINISW GRADE 4' x 8' x 16' CONC. BLOCK (I COURSE)—" co OP OF CONC FOOTING — ELEVATION -1'-4' F20.12. 2'-0' x 1'-O' CONC FOOTING 1-1/3-05 OARS GONT• i ' 0 J ' o ' o0 SECTION 2'0' SCALE, 3/4'-1'-0' 11t3y ® K . IES STL GAR JOISTS- STRUCTURAL Dl-I FOR SIZE AND LAYOUT W ! 4 x 22 TL- DEAM E- B' x 12' G C OLUMN W/4- 05 OARS VERT. E • TIES 0 6' O.C. OPEN DEYOND E-- 8' x 8' x 16' CONG DLOCK IN 1/2 RUNNING OND DEY D. PROVIDE MASONRY I IES 0 16' O.C. VERT. SECTION SCALE 3/4'- V-0' 12 1/ ROOF SLOPE 12 ROOF SLOPE 1/4 SINGLE PLY ROOFING MEMDRANE ON 2' MIN. SINGLE PLY ROOFING MEMbPANE ON 2' MIN. LT. WT. CONG, 3 1/2- RIGID DOARD INSULATION LT. WT. CONC, 3 1/2' RIGID DOAPZ INSULATION AND 22 GA GALV. MTL DECK AND 22 GA GALV. MTL DECK K SERIES STL DAR JOI: DWGS. FOR SIZE AND L , 4' x 10' x 3/8' PLATE STLD ANCWORS SET IN B' x I 1 1/2' CONG TIE TOP & DOTTOM CONT. 4' DRICK VENEER SOLDIER PROVIDE SOLID UNITS m C( 6 ENDS OF COURSES 'W' DLO(--K DOND REAM W/2-•5 OARS CONT. WOT DIPPED GALV. M RY Till a 16' O.C. VERT-. 8' x 8' x 1.6' GONG MAA4500NF Y UNITS I RUNNINGDOND. TOOL ALL JOINTS WWi BED 4' CONG SLAD W/6 MIL VAPOR bARRIEIZ ON CLEAN, COMPACTED SAND FILL. REIN ORCE SL&f5 W/6- x 6- W 1 A x W 1.4 LJ.W.M 0 0 0 o O.o 0 0 0- o 0 0 / I/2' EXPANSION JOINT W/ASPWALTIC - FILLER MATERIAL - FILL AIR SPACE W/GROU.IT UP TO WEEP WOLFS , F20.12, 2'-0' x V-O' CON FOOTING 0 1-1/3-•5 CARS CONT. 0 SECTION SCALE- 3/4'-1'-0' 2y 0 N 01OIND JO 5 TWEENDECK CONC W OUT. TTTTTT K SERIES 511L DAR JOISTS- UCTURAL DWGS. FOR SIZE AND LAYOUF 4' x 10' x 3/B' PLATE W/2- t /2"o x 6' STUD ANC 40R.S SET IN T5 TD-1 , 8' x 15 1 /2' CONC TI W/2--5 OARS TOP E DOTT T- B' x 8' x 16' CONG MASONRY UIIIIT5 IN RUNNING DOND. TOOL ALL JOINTS WEXPOSED 4' CONC SLAD W/6 MIL VAPOR 154PRIER ON CLEAN. COMPACTED SAND FILL. REIN OR SLAD W/6- x 6- W IA x W IA W.WM ISI I OR 0 0 0 0 0 0 0 0 0- o- o ELEVATION +O'-O' 1/2' EXPANSION JOINT W/ASPWALTIG — FIWJ=R MATERIAL — �TOP�GONG F�� ELEVATION -1'-4- O C• O �00' ' OO" 00' 60 S HE E T NUMBER A32 O F' 35 NORTH WALL EAST WALL INTERIOR ELEVATIONS - RO( c�G ALE 8/b I'-O" 21.40 - --------------- --- — _0 —f ---- - -_ --- _7( F G -' SirSO' AT Ila- F;_II OI' 2t•12 N F-lo N rJ I In r o�F- -!-- 'o F s F-11 F•l _ in LL l • � 24'-8 I:SfSf SffAifiii C tiiifil 207 G -- :I - o N N I T. t'-•} i li•�„ Ail- fMt10 LGA.R LEARf SC JTH WALL ROOII IZO& SI/NILdR WEST WALL F•S J -- ! PeaVIPe $o" Lair Al SPLIC I j ---- •� GnrJG. 5LA?+ tVQ % \V l.4 Otis C. 1i�IL VAPo2 5ARRiLoM cverL F-IO F'II GLEAN , conPAGTED' T2.E TEV 5.v5 SOIL rl ° FIN. FLOOR EL. 2 80• N ! m to 6-0 3-4 b, b.. 4-D 5' 4" G o 8'•0 8'. g N-- ----- f— t I -. - - - - -- I rv. ll ( N i u , 8n J , , i , \l. d b 4•0 4i'•b g" N F•l0 .; (Ty? i WALLS) ' 8,1 8" � t4'•b' � �� `:o' j -- — i -- — - -- It i 2 N �- ff •0 d• _ 4I to• �� _ - 131 21,04 F•1 �! 1A(o 1 F 1 �_Jj F- 4 F- 4 1 -i Gail INTO SLEQ> --- ------ - ! li oo M. AEouNp L_RF AlJc !Z 8oLT5 -� L - ------------ — qo'- o" FOOTING SCHEDULE FOUNDATION PLAN F-1 31-611 x 31-6" x 41-0" deep with 5 #5 each way botto F-2 4'-31' x 4'-3" x 41-0" deep with 6 #5 each way botto _ ScaLE = 'fig"=1-o" F-3 5'-61' x 51-611 x 4'-0" deep with 8 #5 each way botto F-4 6'-01, x 6'-0" x 4'-0" deep with 9 #5 each way bottodn F-5 51-011 x 51-0" x 4'-0" deep with 7 #5 each way bottom F-6 41-01' x 4'-0" x 41-0" deep with 6 #5 each way bottom F-7 31-311 x 31-3" x 31-0" deep with 5 #5 each way bottom F-8 31-911 x 31-9" x 31-011 deep with 5 #5 each way bottom F-9 21-311 x 2'-311 x 31-0" deep with 3 #5 each way bottom F-10 1211/16" x 11-6" deep with 3 #5 continuous F-11 811/12" x 1'-611 deep with 3 #5 continuous F-12 12t1/20" x 8" deep with 2 #5 continuous F•y � -0 i A - 0 _ ROOM FINISH SCHEDULE WALL ceILINy CEil lNq ,YI--r- ijoo� t-- LEGEND SPACE SPecE NA/AE° FLooR pASE 1VALL3 W61N5. CFJLI►1Gj REMA¢K� f IN14H PINIGH Fi EKOT 'ST0/1. 2ov GAR \VASH EXP, NONE STOGGO LA No NE EXP• NoNG- VARiAR E4 NONE D2oolr. FIN14N oN coNc. SL49 ExP. - ExP05ED 2oI SGGDrZE DAY 5%P• NONE EXP' EN NONE �E1P• VARIES NINE STEEL T2o�VEL FINISH oa Ger3G. SL&e. VL - VINYL Zo2_ 48C.L)a," 9b•'1 E%P. NONE Is 0, 1=N "ONE EYP• VARIf S waoc I do. G7 - GERAInIG Titl Zo3 Serz4lGE oz.-IS ExP. NoNF r=xP, EN NONE EXP, vARIE4 NoNfi da. LA - L47E1A PaIr4T -Z 51s G2ET6 RY VL VL• E•-1 P, EN NONE A R'-O" C0a34- EN - DNA//t6L PAINT 2oS OFFICE VL VL EXP, Ell NiNE A6 9'-v" Go JG. i At- - Aanus ; IG Zola lAEN CT GT ExP• Ell GT 44 G'-o NONE ma\/Ir�(E ill" HIGH IAA-il, /AAt2gfLE THaESH01.0 AT POW12. '4vl WOI&OO G-T CT ExP, EN GT AG o1'.v" N00 d•, Zo6 P'A5544E I EXP, W0Nh G1i P. EN No Ne AG 4'-01, MOPE 5TEEL T(ZokvEL FINISH Old GONG. SLAG ; -- - ---- ------- --- - - 'Zog ITORAyIGO a-4P. NONCx E%P. EN NONE EvP• YAIt,ES NONE ------ -_.- --_-._-- de. 2l0E4vICE %aY G-vP, NONE STOGLO LA NO1aE ExP• vAlaIEs NONE 012-rOln pINIfH oN gmNG. SLAB IZII GovEREO AR G1 ExP NONE METAL NONE NONE ev P• NONI- S 11Z GoveRSO AREA E%P. ►ScNk ll\ETAL NONE NONE IE%P• Nome VARIES NONE - -- •, d 0 0 LRP Scll - i v- + 200_ I Iii1 _. - 10 Ric; Gi LIG GU2F� 172077— r7 0 to T DT02Y. —�, 202 0 14' � o 1 /0 I F SO11 - 0 I A x 0 g 4 \v x------ C�qQ A 35 a 35 oro2bH, :N 209 94 { 30 i — , - _ OS i \4 0 /'' LRP Sol-? 203 o L;I=T oro28H WY, LIFT 17"102.$H Ifl LIFT A C lob8 ! ' I �►r=_. peek ! _ {-"i 3i I i 211 i Iop''To ITV' ! It'-o ; 212 • NI t (1�_ I -- - i 22 4 L ` LIFT 0 o 2 11 ` rr. 5 4., 3. 4'♦ 8, 8„ �4-0 5.4 -- in 1 in or __ _ _ _1•.� ' I i i 240) ,QIZ f 208f a 21 8 aI lobo„ `,o.. It 204 8.. - - — - i -oo 141 -o `r A-3s a01 213,j N 205 209 i207 -w _ - - -- --Q - l� LeF Soil - — -- - -- I - 0 - - - - - -- - - • _ I OA p 1n rq IQj 210 p I !, o r I 1 r 20'. o" I 10' PUlnP' LiLaNO :o V c(\ 20'• O' FLOOR PLAN SGI+LE i/8„ p It_ 0.1 o O a �a z N� y 00 U W c J E" Q �x m a W z- i 1 Y LOY SHEET NUMBER A-33 OF 35 t i Su-r-rm + Powki 1; Fours - - /Vrr/1c K TV COLU1045 VM 'SIOC- W&I-Li -5Ee FLCOiL ?LAtA RE L.oc&TWW; Z: A I PLF 0 15 TA. L AT EL r.,/, 2 1- 1; 0 A-[ \,4 1. Po s I S CIAIVSKICV. I-V-P POSTS OUTLERL \14 'A, F-0 ST r PUfZ1-%0 CLUSumm p4k,r464. L" eiaowt, I w-1 4 -rvqjc&i-) *� 4TUC4 5U'TLEV- LPP- r all P"INKS JP,,E T A L 5101048 5146Lt. r6l! bU*TLLr 2& 44, \41 KYNtct L Aft S PO *f1%%br14 IL 'i, t4 r - lt4v. V% iTueco WES1 ELEVATION A Pi u OR 0 LATH 5T'JC4V kT FWof of 102F IF L46 m, al; Lp: 01-1 Frz&j)\e,,? Aaous-rtC. CeIL, AT WI + q'-o- Aeove r-nI.F-L. r 4-ru EL4" STEEL ewL. OP- C To K-OL0614 SPIN Ty P1 r-,% L) --V4 VVtNoekV 40 w wAot- FVCLLI05 (over-ge&D pogpt?- KOD-T 5'-DC-W- It TOOL- ALL. 1WTFQ1C(e- Efppsfo 13 \J 0 PEA LT F-j('rEtZi&fL WtALLIS PiLt, 5ETWEet4 FURLIPf W/ S" c�&je,, eL a 4 ir- Ar (J)YA" aPUT e$,.PU(4LW V. so-k#, FF go so 1-0 vo T7, v- w 5w,- W1 -7 CA Y %L r __ I rF (A35) A35 A3 �5 A WA' L L S E C T 10 SGkLE SHEET NUMBER A-35 OF L L3; S e m -4" MC-3 I C 40.12 SIM. 5-6 L---N.-- F2 .12 I C-2 C-1 I I S-4 S-5 I I CJ. u u f SC -I -I rF6o F 5 - - I 11 C.) I I CJ. A I I GJ. IF--- -----------.---I- i G-I F50 III MC-1 MC4 - - - - F2- -J I __- ---- ---------w1a - — ---- --- ----F2o.la---- I I----- 1 r ---- 1 C-I N 5l5 1 i _I II 1� C 5 18 5C-2 LJILL F50 Flo _ L: L J L- l L F20.12� I I 1 1 G 5C 5-5 MC -I SC I MCI MC -I MC-i 1 -2 2 I 1 F40 F55 1 F50 U -� _�_'- W6 - W& ---1 r-------1 r-7F23,712L-_ L J F2c.12 I I IL 11-SIM,LLMcL—_ u� ---J L__W5 L__ w5 I rl __________ F.o.12 F20.12 C-1 SG-2 MC-i C-2 �_IFlo FS FloGJ. r- I CJ. J,I F-40 i I 1 III nl FILL GONER CELLS WITH REINF. TYP. I I , I 111 G-2 SG -I Sr -_I I I F6o _ F75 IF Flo L I) J L— -J I 1 - ---- - - - --- � 1 I G 2 4" CONC SLAB ON GRADE w/ bx6, WIA x WI.4 WWF ! 1 ! 1 ON 6 MIL VAPOR BARRIER ON COMPACTED TREATED SUB -SOIL (TYPICAL) N 0 LL r I U U U C r-'I1 s-b LLI 1 C-I 6-4 -1 I I I SIM. S-4 1 WI _------------ ---- _ __J ( �W2--------F20.1 -------- L_o_2 MC-3 •:. � 1 6-5 1 I I ' I I I I I 1 S_ �------------------J------------� i i ill EXP- JOINT ---- --- F20.12 1 rn F20.12 1� 6 u G ! IJ LLL F65 NI � 10 5-5 ILL S-4 ell I I LLI ----- — - ----L� - c---- -� FA� br, h4l 1i a i 1 I r—• I 1 \MC-1 1 _______ _ _ ---7 F20.12 C-1 MG-2 M U 1 GJ. CJ. G.J. CJ. 3l' - GJ. L 11/2" RECESS 7 U t2 a SC_I S-5 Slh F65 I L-__--_ - CJ, . 1 I� �1 le I 1 , MC-1 MC-21 1 j MC-1 `I 1 --J------2m.12 ------ 1 - - 1 I 9C-I 2 e T.OFTra Flo S-5 2._0i, u u i I CJ. I I I SC -I SC-! 5C-I i SC -I -I Flo Flo . F70 I /ro z U GJ. 4" CONC SLAB ON GRADE w/ bx6, WIA x WIA WWF ON 6 MIL VAPOR BARRIER ON COMPACTED TREATED 51.115-50I1- (TYPICAL) CJ I I I 1 I I --, L L_ T.OFTG. - C .2'-0" - U U u � u I IR^ I I!2^ u GJ. GJ C SC -I SG-1 C-4 C-4 F65 Flo Flo I----- —--------r _J L_ _J = , ---- �z0-i2 -- 1IJ n" r I 1 1 I I 1 I NO RECESS AT 1 1 TP15 AREA , 1 u cJ. 0 ILL c ' ILL cJ. 1 I I 1 11 I!2" 1 IR" 5S AT 112 LO Y A A wt i ------------ ----_ 1 F20.1: I G I 1 1 1� 1 C"i ill i I I I 1 6C-4 SG-4 I -___-_-______ F25 1 1 GC- ' ', r' C-3 '7 / EXP. C-1 ` LJ JOINT ♦�_ ,ice 14" FOUNDATION 5GALE: 3/32" • 1'-0" PLAN NOTE: 1) ALL EXTERIOR WALL OPENINGS (INCLUDING LOBBY INTERIOR WALL OPENINGS) SHALL HAVE 2 CELLS (WITH SPECIFIED REINFORCING) FILLED WITH CONCRETE AT EA. SIDE OF OPENINGS. SEE REBAR PLACEMENT DET. AROUND WINDOW AND DOORS ON 6-4 2) TOP OF FTG. EL. -I'-4" TYP. (UN.O.) 3) TYPICAL TOP OF SLAB ELEV. 0'-0" • 225' z U MC-3 1 I j F20.12 I. ILL 1 1 0 I LL 1 1 MC-1 1 1 r— I 1 I C^i 1 I Mc }/ G-2 rJ j CJ. N 9 LL STRUCTURAL ENGINEERS 1665 i9ALM BEACH LAKES BLVD. SUITE 600 WiFST P44-M BEACH, FLORIDA 33401 L% (40-1) 411 - 5166 JOB # 436.019 - ��-G •9' cam_____ q W4 F z O z 0-4 a z O Q H En En *Q^i 44 VL 4 w • v 1 SHEET 1 NUMBER S-1 OF TB-1 I I III , I 25V51 OUTRGGER5 III II AT 5'-0" c/c MAX, (TYP.)- I� I "R" TYPE TOP CH EXTENSION. TYP AT ALL SOFFIT AREAS. q EXP. I' - - --- (TYPJ TBI ----- - - - - . - ---- JOIN - ----- --- --- - ITTB- 5-3 I ! ! 15-3 TYP.) TBI I f ! TBI ! I 90 co I I u sr14 W NI a). In In � � �i �i a$ � In in in i I °,i ,ni � � � �! m{ In 4nl M YI Y IY y (� YI YI Y 0 Y y Y Yi Vi V Y Y jyj Y c0 k c01 03 I I c0 Io w a w c0 -' IA ' LQ • W • ��� � • I I • � • I I •sp •I tu a pET*IL 40G-SN-10.k IN -HI[ ®( 5 5 ! AT I j I 5 OTTED ECTI ( 5n5 I II;= 0,! iJ I I I I I I I 7B-1 ; I B-1 ! i I TBI 5-3 (TYP.) + ! FT 5-1 I II I I j II � I III I,I i- Y! YI Y Q Y Yi �� Y 0 Y Y YIII y 0 YI I m 9 _i II • lI _ III 40Cs�------ ! i I I ( I I i t lii : _ B-3 o ! 1 ;r 1 !i \ i! Y I I I 4 i i i I I I I I �-- �_ II f a a� a al ai a' a i i - -�==III a a a a a al aI a) a a a I I al aI Y° Y Y Y Y Y{ Y. Y Y Y Y 0 II I YI YI TB4 T I Y Y Y e Y; Y• Y Y ! I I II mj • 0 YI Y; YI Y 9 Y Yi YI Yi Y Y Y: Y II - aI mi m `° '') iq! `° --w m mI wI m W -' w w I _.. ! m oI o a o I I a� I I I I II •-- -- _ — — — — — - — — — i ® i ----�=—1, • • I II�i I I I �I �I III �I ®�I' � I I I 'I l i I • I I zmi ! I III - ----- - -- Y - --..----- - ---y a--.-.- -- --- Y' ! 4�i-8N-9. I I I I QI QI Y Y _ 1L Y 0 40J-9.41� I — - _� —so �fi ffifi i �t— I I I I 40G-6N-9.4K ! N 6 I I I I I I I I —i - I I _ - ! IM. I-. _ - — l 14e3-.9.4ad 5 6 5 — i ! i i ! o I F _ Y I Y ! Y I Y • •. � I � I •9 I � - � � .9 S .D { S ; S _' � .9 _A , � N i YI Y \iY 0 Yi YI Y B Y Y Y Y i Y i Y 0 y� Yi y __—__�,-, �_ ._..- Y 'I ( y l Y I N I I I _— _•- \ I I 1�1 I • N I N I r r N• �, I N I N° N + N N N I fV N N N LN I N �, ; I i I, N TB4 J L _— —� q14 ~ S I i TBI-�'"i`./- — I S55 '� 0I p 0 S�6 I w121 x 22 • I I I 25V5T OJTRKfsERS- r----- AT 5'-O" c/c MAX. (TYP.)I+I ! BOTT. CHORD h} -' -.._._•.- UR.ET BRACING (TYP. ALL BAYS) I I I I �•`�- --�- Y I Y e Y I YI YI i I I I I; DETAIL rl r Yi Y N' z 'I I ! ! INTERIOR WALL I I I I I L3x3 ! i L3 LOC TICN5 ONLY') II� 9-5 ON_ -- -- ---- I 1----- -� -- •8N�S.4K ' ---- _.. i ----- I I I- IFI iL3 I i 9 1 I I I I i L �-.ILM�I r 0 r r 0 rl rI r! r O r r r 01 rI rl r 0 rl II ! INi N CA� N= II I • I ® •! ! I iIr� , I I !/ i DEf,41L 40G-�N-I ; Tyr- OPN'G IN I' ! { ' ' JOI T GIRZDER i TYP. OPN'G. IN ! I ! 5 �' I TYP. OPN'G. IN I TYP. OPN'G. IN I TYP. OPN'G. IN I TYP. OPN'G. IN g54 I TRU 5, SEE JOIST GIRDER _ __. __ JOIST GIRDER I JOIST GIRDER j I I JOIST GIRDER ! JDIST GIRDER I ! TRUSS, SEE { ( ! i' TRUSS, SEE I i TRU55, SEE ! I j I TRUSS, SEE i I I TRUSS, SEE NO 2. NOTE 2. \ NOTE 2. 1 I NOTE 2. NOTE 2. ° NOTE 2. - - I I ! I I I' i j i I I i i V 1­ 6-I r! rl rl rI y! r r 0 r, r, r 0 r, Y Y Y Y Y Y Y' Yi Y 0 Y. j I I I I I II I �I �, --ij=: 1 I ' I • YI Y' YI YI YI �___ .fl ' HI .01 ' .9� NI �� rl HI .9' .�� .9� �I .pi H e yti 9 .9I .p 0 �j 9. �. N r • • • • ° I LA NI NI N NI ! A DETAIL i 8-4 i ! i! i ::- - I I j ( ---- I j_---------- -- J24x94 e -I--- m -} — - - --- - — - — - — +- - - , ----1- - -- -�-- - --- U72 94 40c�-1N-9.DK I j 4EIrs-1N-`d1K I. WI2 22 1 I TB 4 I I I x,...: _ 1, ,,,. 1 I 1. 1 III I __ l 5 6 51M. ! I ! ! I 19 BCB d 5-5 -4 iiI e• e� ® e: e: 0• e• e' a o e I � ` �I YI YI Yf YI YI YI N/ Yi Y YI Bx BCB \I rl 'o 0 r I.-' L--_�_! I2" 4'-2" 4'-2"..,.. —A _ I I 5-3 (TYP)) TE'II-1 5-5 8-4 I. I' Z 5EE MECH. DUJG'S, FOR OPENING SIZES AND LOCATIONS. i I I 4 r r 0 m I m l m l 9A In In 0 s YI YI YI YI Y Y@ Y Y 1 i it TB -IL JOI T T15-1 = 1 I -1 - I I. " TYPE TOP CHORD E EXTENSION. TYP AT --ALL SOFFIT AREAS. TB-1 I 35' _0" I, JOIST 4 BEAM ELEVATIONS TOP OF JOIST ELEV, 14'-2`(UN.O,) TOP OF T15-1 ELEv. 14'-2" TOP OF TE3-2 ELEv. 14'-2" TOP OF T5-3 ELEV. IFi'-8" TOP OF TB-4 ELEV. 14'-0" TOP OF T5-5 ELEV, II'-4" TOP OF TB-6 ELEV. TOP OF TB-1 ELEV. 4) I ' m j S i d� YYI YY ROOF FRAMING PLAN SCALE: 3/31" I'-0" NOTES: U MAXIMUM JOIST SPACING 15 5'-0" 2) PROVIDE OPENINGS IN ALL JOIST GIRDER5. SEE SECTION 618-6. 3) TOP OF J015T AT SAME ELEV. A5 TIE BM. 1, 2 4 (P. 4) BCB DENOTES BOTT. GIHORD BRACE. SEE DTL. ON 6-4 5) LIhIE UP JOIST WEB5 IN BAYS MARKED THUS: (� ) I COL. FL i�I --- — II I I I I I � I I I !— Ali f ;;I I I i l l l i i l i �' z 5-5 ,8K5 III I I I I I ! I I I m l i,\ 4 mI 4 ~II r 0 rl rl rI rI rI r r 0 rl rI r! rl �•- - Y Y Y Y Y Y Y Y 5-5 5-5 e NI I I I ( N Lo I NI �( CA CAC• CI Nl "'h NI �i NI "I 1 •III R STOP OFJOISTI • I I I I { ' j r j �' +I II Er L.Ib'-10'— III ! ! ! v! 25V51 OUTRIGGERS AT 9' " �1 MAX. W N IG I 02 x 19 - I _I TB-1 I I _ I _ I i TB -I + T$. 2112 x 21/2 x Iq W 2 (TYP.) L4 x 4 BI I 40 -C" I. 3 5-5 6> PROVIDE 8" x 10" x 2'/2" DEEP OR 8" x 6" x 21Y DEEP POCKETS (TYP. U.ONJ AT EACH JOIST OR OUTRIGGER CONNECTION TO WALL RESPECTIVELY. ADJUST CORNER PLATES AS REQUIRED. 'I) ALL POCKETS (PROVIDED FOR JOISTS, CUTRYGERS, 4 GIRDERS) TO BE FILLED WITH GROUT (FLUSH WITH TOP/TIEBEAM) AFTER ERECTION, PRIOR TO PLACING METAL DECK 8) FOR METAL ROOF TYPE 4 THIOQ4ES$ SEE STRUCTURAL NOTE 31 ON 5-3. ATTACH METAL DECK AT EXTERIOR ZONE TO STRUCTURAL SUPPORTS WITH 1.5/8"♦ PUDDLE WELDS (36/1 PATTERN) 4 FASTEN 51DELAPS WITH 6-10 5CREW5 (TYP. ALL AROUND PERIMETER CF BUILDIWj FOR INTERIOR ZONE, SEE STRUCTURAL NOTE 34 ON DWG 5-3). m i w Z m J m IL l.: Z Y 3 V aw Z LL �, LLm w G a oc 0 W N w _ o A a 0 O mg a ♦ , � v it w Na I w cnm to H G.7 .01._ � F Z~ m� m� Wmgi N ; TRUCTURAL ENGINEERS 1665 BEACH LAKES BLVD. SUITE 800 lJEB"T PALM BEACH, FLORIDA 33401 401) 411 - 5166 JOB # 436.019 CODES AND STANDARDS 23. ALL SHOP AND FIELD WELDING: ALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN 'i MERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" ( 1 LIS DI.I), TO PERFORM THE TYPE OF 1. WIND LOADS AS PER STANDARD BUILDING CODE ISSI EDITION., 110 MPH WOW REQUIRED. WIND VELOCITY AND 28 pee WIND VELOCITY PRESSURE. 24. ALL STEEL WELDING RODS SHALL BE ETOXX ELECTRODES. 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE STANDARD JOISTS BUILDING CODE 1991 EDITION. BUILDING CODE REQUIREMENTS FOR 25. ALL JOISTS SHALL HAVE A COAT OF RUST MHIBITIVE NON REINFORCED CONCRETE (ACI 318 83), MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315). MANUAL BITUMINOUS PAINT. OF STANDARD PRACTICE FOR WELDING REINFORCING STEEL, INSERTS 4 CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION. AWS. DIA 26. JOIST FABRICATOR SHALL HAN I E AN ENGINEER REGISTERED IN THE STATE 18 (AWS). SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS, OF FLORIDA CERTIFY IN WRIT( THAT THE STEEL JOISTS CAN SAFELY ACI 301 84. RESIST THE WIND UPLIFT FOR AS SPECIFIED N DESIGN LOAD SCHEDULE THIS SHEET AND A ER THE 1991 STANDARD BUILDING 3. ARCHITECTURAL AND MECHANICAL DRAWINGS: THE STRUCTURAL DRAWINGS CODE AT 110 MPH AND A USE TOR OF 1.15. ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES 21 STEEL JOISTS SHALL BE DESI D, FABRICATED AND ERECTED TO THE PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE REQUIREMENTS THE SPECIE ATOMS OF THE STEEL JOIST INSTITUTE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE FOR SERIES K JOISTS AND SE 5 LH JOISTS. MANUFACTURER SHALL ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND BE A MEMBER OF THE STEEL IST INSTITUTE. ALL BRIDGING TOSE O CORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE IN ACCORDANCE WITH SJI ST ARDS UNLESS NOTED OTNERWiSq STRUCTURAL DRAWINGS TO PROPERLY CONSTRICT THE PROJECT. REFER ON THE DRAWINGS. TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS 25EXTEND AND CONNECT MOTTOCHORDS OF JOISTS t J016T GIRDERS AT SETTINGS, DRAINS, REGLETS, ETC. DISCREPANCIES SHALL BE BROUGHT ALL COLUMNS AND WHERE NO D ON DRAWINGS ONLY AFTER A" DEAD TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH THE WORK. LOADS ARE APPLIED. A. SECTIONS AND DETAILS: ALL DETAILS, SECTIONS AND NOTES SHOWN ON 2S. JOIST MANUFACTURER MUST D IGN BRIDGING ASSUMING NO BRACING 15 THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO GIVEN BY THE ROOF DECK SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 30. ALL JOIST TOP CHORD EXTEN IONS TO BE TYPE "R" FOUNDATION DECK 5, ALL SITE PREPARATION AND EXCAVATION WORK 15 TO BE PERFORMED IN 31. STEEL ROOF DECK SHALL BE 1 " 22 GA. TYPE B METAL DECK STRICT ACCORDANCE WITH THE REPORT ON SOILS AND FOUNDATION GALVANIZED AS SHOWN ON RWC PLAN AND AS MANUFACTURED BY VULCRAFT INVESTIGATION PREPARED BY FRASER ENGINEERING t TESTING, INC, STEEL DECK, INC. OR APPROV EQUAL. MANUFACTURER SHALL A DATED AUGUST 31, ISS3. MEMBER OF THE STEEL DECK $TITUTE. ROOF DECK MUST COMPLY WITH 6. THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT STEEL DECK INSTITUTE STANDS. ALL ROOF DECK SHALL:BE INDICATED IN THE SOIL$ REPORT. ALL SUBGRADES SHALL BE APPROVED CONTINUOUS OVER A MINIMUM THREE SPAN$. IN WRITING BY THE SOILS ENGINEER PRIOR TO BACKFILLING. 32, ALL ROOF DECK TO BE DEShG ED, MANUFACTURED, AND INSTALLED IN EXISTING COMPACTION: EXISTING SOIL SHALL BE COMPACTED TO ACCORDANCE WITH LATEST F TORY MUTUAL STANDARDS. W% MODIFIED PROCTOR (A5TM DI551 18) WITHIN A DISTANCE OF 5 FEET BEYOND ALL BUILDING EDGES. THIS COMPACTION SHALL BE 33, IN AREAS OF WARPED ROOF CK, SELF DRILLING 5CREW6 ARE TO BE EFFECTIVE 24 INCHES UNDER THE STRIPPED SUBGRADE OR USED ON CONNECTIONS OF ST L ROOF DECK TO STRUCTURAL STEEL FOOTING BOTTOM WHICHEVER 16 LOWER AT LEAST ONE FIELD DENSITY SUPPORTS, SCREW SIZES TO PLY WITH MANUFACTURER'S AN TEST SHALL BE PERFORMED FOR EACH 3,000 SQUARE FEET OF AREA. FACTORY MUTUAL REQUIREME 6. ATTACH DECK TO ALL SUPPORTING ROOF DENSITY TESTS ARE TO BE MADE 24 INCHES BELOW THE COMPACTED JOISTS, 4-3/4"+ SURFACE. RESULTS OF PROCTOR TEST(S) AND FIELD DENSITY TEST(S) ANCHOR BOLTS SHALL BE FURNISHED TO THE ENGINEER 34. 1 1/2" METAL ROOF DECK IS TC BE ATTACHED TO STRUCTURAL S111jEEL SUPPORT$ WITH 5/8" DIAMETE PUDDLE MELDS (4 WELDS PER 3�a" WIDE SHEET PER JOIST). SIDE JOIN SHALL BE FASTENED TOGETHER(( WITH 4-M0 SELF FILL COMPACTION: FILL SHALL BE CLEAN, WELL GRADED SAND, v CLASSIFICATION SW PER A5TM 02481 65 WITH LESS THAN 12% PASSING DRILLING $CREWS AT MID SP BETWEEN SUPPORTS. TIN.O.) WB 4200 SIEVE, TO BE VERIFIED BY $[EVE ANALYSIS. COMPACTION SHALL METAL DECK UNITS SHALL ( CHOKED TO SUPPORTING ANGLES INCLUDING BE ACCOMPLISHED BY USING A STATIC ROLLER HAVING A MINIMUM TOTAL EMBEDDED STEEL PLATES ( R THE EXTERIOR WALLS) BY 5/ 'DIA. WEIGHT OF 23,000 POUNDS. REMAINING FILL SHALL BE BROUGHT UP IN PUDDLE WELDS SPACED NOT IRE THAN 12 INCHES oz. LIFTS OF NOT MORE THAN 12" AND COMPACTED TO W% MODIFIED MASONRY PROCTOR (A57M DI551 18) AT LEAST ONE DENSITY TEST SHALL BE MADE 24" BELOW SURFACE PER 3,000 SQ. FT. OF BUILDING AREA. THIS 35, MA50NRY UNITS SHALL BE A C SO GRADE N WITH MINIMUM COMPACTION EFFORT SHALL BE EFFECTIVE 2411 UNDER STRIPPED COMPRESSIVE STRENGTH OF 2 TOO PSI ON NET AREA OF INDIVIDUAL SUBGRADE OR FOOTING BOTTOM WHICHEVER IS LOWER UNITS. ALL CMU SHALL BE LAI IN A FULL BED OF MORTAR 1, BOTTOM OF FOOTINGS ASSUMED TO BEAR ON $OIL CAPABLE OF SAFELY 36. FOLLOWING ARE THE BLOCK NGTH6 REQUIRED: ASTM C S0 21000 PSI SUPPORTING 2500 PSF. ON NET AREA OF INDIVIDUAL ITS. 8, $OILS SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY 31. ALL MORTAR FOR REINFORCE CONCRETE MASONRY SHALL BE TYPE M A REGISTERED $OIL$ ENGNEER BEFORE COMMENCING WORK APPROVAL WI MINIMUM COMPRESSIVE TRENGTH OF 2,500 PSI AT 28 DAYS. IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN AT T ONE QUALITY CONT L TEST SHALL BE PERFORMED FOR SPECIFIED SOIL BEARING PRESSURE. E SOOO 50, FT. OF WALL ITN 3 TEST PRISMS IN ACCORDANCE W TM C210. S. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE MINIMUM 233 FEET BELOW EXTERIOR FINISH GRADE. (UN-0.) CRETE MASONRY BE ING AND, SHEAR WALLS SHALL ME TED IN AcCORDANC i WITH THE "SPECIFICATION FOR THE 10. CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF g D " AND CONSTRUCTION LOAD BEARING CONCRETE MASONRY" COLUMN$ UNLESS OTHERWISE NOTED ON DRAWINGS, 1 ED BY NATIONAL COI, CRETE MASONRY ASSOCIATION. It. DIMENSIONS: ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE 1,E 140T DIPPED GALVA 41ZED TRUSS TYPE HORIZONTAL JOINT STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THL EMENT (MIN. S 6AdA 1611 ON CENTER VERTICAL IN ALL ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH M WALLS. THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER BEFORE PROCEEDING WITH 40. INSPECTION AND CLEAN -OUT LES AT THE BOTTOM OF THE REINFORCED THE WORK VERTICAL CELLS SHALL BE F I OVIDED, IF HIGH LIFT (OVER 5 FT_) GROUTING 15 USED. CONCRETE 12. ALL CONCRETE SHALL BE READY MIX, HAVE A MINIMUM COMPRESSIVE SEE PL SLAB THICKNESS SEE PLAN FOR RECESS STRENGTH OF 3000 PSI * 28 DAYS AND HAVE A MINIMUM OF 511 LES. (TYPICAL OF CEMENT PER OU81C YARD FOR SLAB ON GRADE AND FOUNDATION. 1_"4 3000 PSI * 26 DAYS AND HAVE A MINIMUM OF 581 LES, OF CEMENT PER SEE PLAN _ CUBIC YARD FOR COLUMN$, BEAMS AND REINFORCED MASONRY, SLUMP$ • - SEE PLAN 6 SHALL BE 3" MINIMUM AND 6" MAXIMUM. CONCRETE SHALL HAVE 4 PERCENT AIR ENTRAINMENT. _I I I I �I i rI 13. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI 0" BUILDING CODE (ACI 318), THE ACI DETAILING MANUAL (ACI 315), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS TVIDI r L L (ZI A B PP-r S (ACI 301). 14. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI SPECIFICATIONS. SLAB ONSTRUCTION $LAB CONSTRUCTION OR C NTROL JOINT OR CONTROL JOINT 15. WELDED WIRE FABRIC: SHALL COMPLY WITH ABTM A 165, UNLESS SEE ICAL DETAIL SEE TYPICAL DETAIL OTWERUJ15E SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE AND SUPPORT ON SLAB 5OL67ERS SPACED AT 3101, O.C. I6. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH ti h BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. i + WIW.F SHALL COMPLY WITH ASTM A ++ "I, LAP ALL BARS MINIMUM 40 DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. LAP ALL WI F A MINIMUM OF 6 INCHES. 1/2" PIEMOULPED 1/2" PREMOULDED I8. REINFORCING BARS: AT OUTSIDE FACE OF CORNERS OF CONCRETE WALLS, JOINT ILLER JOINT FILLER BEAMS AND CONT. WALL FOOTINGS, PROVIDE 105 X 40" BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT THAT FACE. ALL HOOKS SHOUAN IN 1-04 T t B REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS UNLESS OTHERWISE (TYP.) NOTED. IS. CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND GRADE BEAMS SHALL TYPICAL I 0 ATION JOINTS BE AT MID $PAN AND KEY JOINTED WITH REINFORCING CONTINUOUS AJOINT. CONCR E AND STEEL 20,CONCRETE L NTEL$, DROP BOTTOM OF BEAM AT WINDOWS, DOORS AND MASONRY OPENINGS AS REQUIRED TO PROVIDE A CONCRETE CLOSURE BETWEEN THE BOTTOM OF THE BEAM AND WINDOWS AND DOORS HEAD. I CENTERLINE MAXIMUM DROP SHALL BE 16" (TWO BLOCK COURSES) AND SPAN EQUAL TO COLUMN FOOTING TTOM OTTOM OF DROP MASONRY OPENING WIDTH. PROVIDE 2 5 BO INCLUDING 03 TYPE S 6 TIES + 24" O.C. EXTENDING TO TOP OF BEAM REINFORCING. IF THE LINTEL EXCEED ABOVE LIMIT OF DROP, A 3/4"+ ANCHOR BOLTS SEPARATED LINTEL SHALL BE PROVIDED AS FOLLOWS: i ISOLATION JOINT LI. OPENING LE55 THAN 6'0" WIDE 8" X 8" W/2 5 SOT. BARB. FIN FLR EL. L2. OPENING BETWEEN &'0" AND 12'0" 8" X 12" W/2 % MOT BARS SEE PLAN LINTELS TO HAVE 8" MINIMUM BEARING AT EACH END, IF THE MASONRY OPENING HAVE AN END ADJACENT TO A CONCRETE COLUMN PROVIDE TWO SEE PLAN _' 1/4" LEVELING PL. 5 OR 06 DOWELS, AS THE CASE MAY BE, IN THE CONCRETE COLUMN - 3/4" GROUT WITH SHEAR KEY 1 1/2 INCH DEEP BY LINTEL'S DEPTH AND WIDTH FOR 1" TO BOTTOM OF - ITS SUBSEQUENT CONSTRUCTION. BABE PLATE TOP REINFORCING 21. ALL POCKETS IN CONCRETE TIE -BEAMS TO BE FILLED WITH GROUT AFTER SEE FOOTING 6CHI LEAR ERECTION, PROIR TO PLACING METAL DECK 3" CLEAR 4" I S SCHEDULE FOR FOOTING STE L PROVIDE ANCHOR PL4 E SIZE AND REINFORCING 1/2" x 4" x 14" WI -ERE N AL 22, ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN EMBEDMENT IS NOT PC I SIBLE ACCORDANCE WITH THE LATEST AI5C CODE. STRUCTURAL STEEL SHALL AND FOOTINGS MARKEJ THUS (r) CONFORM TO 46TM SPECIFICATION A 36. BEAM SCHEDULE BEAM REINFORCING STIRRUPS REMARKS No. SIZE BOTTOM TOP CONT, C D INT TIES SPACING 5-1 10" x 21 4b" 308 3 % 4 fro (2 EF., 3 2 + 4"o.cEA. ENE REMAIN * S"oa. CONT. 2 TOP 2 SOT. * INT. PARS INTO 85. 50 BAR DIA 5-2 8"x12 2% 25 3 *5"oc, 5-3 S11 x 12" 2 05 2 5 - 3 + 5" oz. 5-4 8" x 21 2 % - (2 Ej.) 3 + 8" oc. TB -I 8" x IS" 2 5 2 5 - 3 + 24" o.c. T5-2 8" x 26" 2 5 2 5 - 2 5 3 + 24" o.c. T15-3 8" x 161. 2 5 2 5 3 + 24" o.c. SEE SECTION T5-4 8" x 16" 2 5 2 5 - - 3 * 24" oz. T5-5 10" x 21%" 2 5 2 5 - - 445 (2 EF.) 3 • 121, o.c. LAP SPLICE W/ BI BARS (5 R CIA OF LA R) T5-6 8" x 181. 2 5 2 5 - 3 + 24" o.c. T5-1 8" x 161, 2 "5 2 5 - 3 + 24" o.c. NOTE; ALL MA80NRY PARAPET WALLS SHALL HAVE A MIN. 8"x8" CONCRETE CAP BEAM W/ 2- 5 STEEL COLUMN SCHEDULE MARK SIZE BASE f'L A.B. REM SC_ -I WS x 31 10"xl0"xi" 4 -3/4"0 BP-i SC-2 WS x 28 10"xIC"x3/4" 4 -3/4"+ 5P-2 $C-3 bx4xl/2 T.S. 10"x10"x1" 4 -3/4"+ 510-3 6C-4 3x3xV4 T.S. S"x9"xiR" 4 -3/4"+ BP-4 1 V2 BP-1 \ 1�/4 TIP. c. ll ��l, 10., 6x4 T.S.- I i i I MASONRY COLUMN SCHEDULE MARK SIZE REINFORCING REMARKS MC-1 5" x ib" CMU 2 - 5 IiL MC-2 8" x 24" CMU 3 - 5 MC-3 8" x 24" CMU 3 - "6 '_EZ 4-3/4"+ ANCHOR BO 3 x 3 T BP-4 CONCRETE COLUMN SCHEDULE MARK SIZE VERT REINF TIES REMARKS C-1 all x12" 6-% 5*811 C-2 * # 8" x 12",13",14" 4 - "6 '3 + 8" II C-3 8"x18" 6-"1 03*8" 11 C-4 .all x12"/8"x 12" 8-5 "3 a8" IV C_5 9::xt2 4.05 13*81, 11 * * COLUMN DEPTH VARIES, SEE ARCH'T. DWG'$, DESIGN LOAD SCHEDULE (ALL LOADS SWOLLN ARE IN POUNDS PER SQ. FT.) • NOTE: NET ACTING UPLIFT ON FLATROOF FRAMING MEMBERS - 25 pz.f, JOIST ENGINEER TO CERTIFY JOIST AND JOIST GIRDER BOTTOM CHORDS CAPABLE OF SAFELY RESISTING COMPRESSION DUE TO UPLIFT NOTED, AND SATIFY ALL REQUIREMENTS OF S.J.I. 5.11 UPLIFT NET ACTING UPLIFT ON ROOF DECK t IT'S FASTENERS: INTERIOR ZONE 33 pcf. EXTERIOR ZONE 45 p a.f. z FIN. FLR EL. 0'-0" 4-- N I L 3" MIN. CLEAR TO REINF 3" MIN. CLEAR TO RENF SEE PLAN AND FOOTING SCHEDULE FOR SIZE AND REINFORCING TYPICAL INTERIOR WALL FOOTING -3/411+ NCHOR BOLTS TYPE I TYPE ff TYPE TIT TYP E ,� V COLUMN TYPES MASONRY WALL SCHEDULE MARK THICKNESS REINFORCING WI, WIA 8" 06 * 3211 o.c. W2, W2A V. % * 40110,c. W3 8" 01 * 24"oc. W4 all #5* 48"o4. FILL ALL CELLS W/ GROUT all SEE TO BE FILLED GROUT W6 8" I UNREINFORCED CMU TOP CONT 0.25 LI -- l "' GLA55'MI * 025 L1 * SPLICE AT r- 1Vf VViYI 025 L2 * „ 21, I 025 LI "DNBAR or L2 * I or L2 * MID5PAN : or L3 NT At 50TT 1 1/2" BOTT - 1 1/21, Cl- CL STIRRUPS 3' I SEE SCHEDULE 6:1 61 SEE SCHEIDULE 6: �O ( r L1 (END SPAN) O L2 (INTERIOR SPAN) - l O WIA ALL CELLS TO BE W2A FILLED W/ GROUT NOTES: I. UNMARKED WALL SEGMENTS BETWEEN COLUMNS ARE REINFORCED w/ 9 GA. GALVANIZED LATERAL REINFORCING * 16" O.G. HORIZ. EXTEND REINFORCING THRU POURED ELEMENTS. 2. WHERE NO POURED ELEMENT OCCURS ADJACENT TO ANY EXTERIOR WALL OPENING, PLACE 2 46 VERTICAL IN CELL GROUTED SOLID, FULL HEIGHT. B. WHERE NO POURED ELEMENT OCCURS ADJACENT TO ANY INTERIOR DOOR OPENING, PLACE 1-5 VERTICAL IN CELL GROUTED SOLID FULL HEIGHT. FOOTING SCHEDULE MARK SIZE REINFORCING F20.12 2'-0" x 12" x CONT. 3 5 CONT. F40.12 4'-0" x 12" x CONT. & 5 CONT,(2T, 415) 04+12115 TRANS F25 2'-6" x 2'-6" x 12" 3 5 MEW. F30 3'-0" x 3'-011 x 121, 4 5 B.E.W. F35 3'-6" x 3,-6" x 12" 5 5 B.E.W. F40 4'-0" x 4'-0" x 12" 6 5 B.E.W. F45 4'-6" x 4'-6" x 12". 6 5 SEW. FSO 5'-0" x 5'-0" x t2" 1 5 BE.W.,'3 * 12" TEIU. (A) P55 5'-6" x 5'-6" x 12" 1 5 5.EAJJ, 13 * 1211 T.E.W. (A) F&O 0) 6'-0" x 6'-0" x 12" F65 (+) 6 -6" x x 12" 6 5 BEIU., 04 Is 1211 TEW F10 O 1 -0" x 1'-0'"" x 12" S 5 BEIU, 04 Is 1211 TE W. x 1'-&" x 12" 10 5 B.E.W., 04 + 1211 TEA), NOTES: *) ANCHOR BOLTS SHALL HAVE ANCHOR 1E'S FOR FOOTINGS MARKED ABOVE. SEE TYP. STEEL COLUMN FOOTING DETAIL. (A) OMIT TOP BARS + EXTERIOR WALL FOOTINGS. BAR "C" BAR: TOP BAR AT INTERIOR SUPPORT (IN ADDITION TO TOP CONT BARS) PLACE IN SAME LAYER AS TOP CONT BARS (LION.). LOCATE AT RIGHT SUPPORT OF SPAN INDICATED IN SCHEDULE. "D" BAR: TOP BAR AT EXTERIOR SUPPORT (IN ADDITION TO TOP CONT 15AR5) PLACE IN SAME LAYER AS TOP CONT BARS (U.ONJ. "INT" BARS: NTERMEDIATE BARS LOCATED AT A SPACING EQUAL TO TYPE WIDTH OF THE BEAM BUT NOT GREATER THAN 12" ABOVE BOTT BAR5, IF MORE THAN ONE PAIR, PLACE IN LAYERS OF TWO CLASS "B" *4 22" "1 48" TENSION SPLICE 5 2S" 08 63" Ya 35" "9 80" * UJWIC 4EVER 16 GREATER. DIAGRAM A C I I2" 2 Y 11/2" GL CL INTERIOR BEAM SPANDREL BEAM NOTES : WHEN ADJACENT BEAMS OR TIE BEAMS HAVE TOP CONT BARS OF DIFFERENT SIZE, THE TRANSITION SHOULD BE MADE AT MIDSPAN OF THE BEAM WITH SMALLER SCHEDULED BARS, USE LAP SPLICE LENGTH OF SMALLER SIZE BAR ( 2L ) - INDICATES BARS PLACE IN TWO LAYERS. WHERE BARS ARE PLACED IN TWO LAYERS, THE SECOND LAYER BARS MUST BE PLACED DIRECTLY UNDER BARS IN THE FIRST LAYER (IF TOP BAR) OR DIRECTLY OVER BAR IN THE FIRST LAYER (IF BOTT BAR). PROVIDE I" CLEAR DISTANCE BETWEEN LAYERS OR ONE BAR DIAMETER, WHICHEVER 15 THE GREATER DISTANCE, SCHEDULED BEAM SIZES: SEE DIAGRAM A "B" INDICATES BEAM WIDTH DIMENSION. WHEN BEAM IS OVER A BLOCK WALL, USE ACTUAL BLOCK WIDTH ( 1 5/8" or 11 5/6" ). "H" INDICATES BEAM DEPTH DIMENSICN. LESS 1.1/2" FOR RECESS FOR BLOCK WALL DEDUCTED WHERE APPLICABLE, OR MINIMUM DEPTH IN A VARIABLE DEPTH BEAM. COORDINATE BEAM CONFIGURATION WITH ARCHITECTURAL DRAWINGS. TYPICAL BEAM BAR PLACEMENT DIAGRAM NOTE: CONTROL JOINT6/CONSTRUCTION JOINTS. SHALL CREATE PANELS OF 800 SQ. FEET (MAXIMUM) 2" DEEP SAWCUT (OR 1/3 x SLAB THICKNESS) WITHIN 24 HOURS O° POUR (DO NOT INTERRUPT MESH)7 =METAL KEY -FORM BY KEYHOLD INC. OR EQUAL (STOP MESH) CONSTRUCTION JOINT CONTROL JOINT TYPICAL SLAB -ON -GRADE TIE BEAt OR BEAt STANDARD HOOK TIE SIZE (SEE SCHEDULE) VERT STL TIE SPACING (SEE SCHEDULE) DOWELS TO MATCH COL REINF SIZE AND NUMBER FIN. FL. EL. SEE FOOTING SCHEDULE NOTE: FOR SIZE AND REINF 1. IF ADD'L LAP SPLICE fk-fN"IG THE COLUMN IS REQUIRED, LAP BARS 40 BAR DIAMETER TYPICAL CONCRETE COLUMN AND FOOTING SEE PLAN FOR SLAB DESIGNATION ADJACENT SLAB OR FILL _ Y 12" �- 1 5 CONT THICKENED EDGE (T.E ) - 09IDDONNELL9 MACCARATO AND MONCONA STRUCTURAL ENGINEERS 166I•r PALM BEACH LAKES BLVD. SUITE 800 WEST PALM BEACH, FLORIDA 33401 (401)4'11-5166 JOB # 436.019 r 0 ag 0 i • � �ti11r V O U I � In j o N i m r_ id 11 2 ®i 2-45 CONT. T, 45 2 • (2 ADD'L. 2 • 5 T. CONT. _ 2-« 5 /16 TYP. ALL 1.5 OUTRIGGERS IN FILLED CELL AT COL C-3 SEE SECT. 4/3-5 N FILLED CELL i� GONT. IN FILLED CELL L 6x4x /e" G EL. 14'-2° O EL. IV-$" / 2 • 5 BOTT. EL. IS'-8" E� � T.O. TIE BM. 0. PARAPET Y - -- -_ �- � j� --- � � T.O. PARAPET T.O. PARAPET i � I I t t T.O. STEEL BEAM l • 5 AT 4'-C" oc. 05 AT 4'-O" or-, -- FILLED CELLS I I r 114 r EL.16'-1 1/2" EL. 14 -0" 2S Sl • 9 I ' 1 J013T �' '-- --- -- _ -- _T -- _ EL EL SEEPLAN T.O. TIE BM ra ? TB-2- -- --- -- --- _ — --- --- -- T.C.TO. TIE BEAM EL. 16 1 I/2' - - --- TY OJOfgT EL. 13'-il/2" ---� - - - -- ---- r T53 4 JOIST JOIST BEAR( JOIST BEARING \ > m IF-L 4"x6"x3/8" GONT. I- - W12 L 6x4x3/8 W/ \\\ (2) I/2"m x 6" STUDS 4 T.S. 2 1/2"x2 1/2" f 1r J-BOLT a 4'-20" O.G. 1 5 z m 8'xl0" POCKET IN CONC. TIE BEAM -- T56 tB3 METAL DECK TB3� a u FOR DETAIL SE SECT, 14/5-5 PL d"xl0"x3/ < w W/ l2) 1/2"m x W, STUDS EL. 14_-2'__� _ PL 4"xl0"x3/8" o - FILLED CELL I 2) /2"0 6" STUDS W/ l2) I!2"a x 6" STUDS CONT. 7. Ti'�4 � L 6x4X3/8" W/ CONT. FILLED CELL Q - lll 2 jj �... UJ4 5/S'Y WEDGE - WIA m (ABOVE BI LJY) (ABOVE 4 ONL ) ANC+IOR$ __ — W2 ® 4'-0" P.C. Z ',. SEE SECT. 1/9-5 FOR BOTTOM SECT.` G I "WIDE BEAM _ OF UJALL, SIMILAR. MASONRY BOND BEAM EL. 11'-4" o W/ 2-5 CONT. TYP, mil} T,O. BeAM 7 ; - 4 5ECTION SECTION I USE W-BLOCKS AS SHOWN. l > FOR LOCATION, SEE REBAR11. !2°° 1 Q PLACEMENT DETAIL A OPENINGS ON $-d B-4 TBE W-2 L 6x x3/8 W/ 5/8"0 4 6 •4 a 8" O.C. TOP 5A $-S q a YENT. WALL REIW J-BO T a 4'-0" O.C. --' 1 i 5-$ • 4 a 6" O.C. BOTT. SEE MASONRY WALL 8 4 I I 11 • 4 a 8" o4. SOWEDULE 2 I/4" 5" GONG BOTT. B-1 CAPIPLAT SLAB 3x3 T.S. COL. ICI W/ 1-3/4"e r, 3T= CENT COL. C-I --_--- IT ------ I -I jl ON PLATE (BEYOND) SONRY WALL (BEYOND) �i SC4EDULE `f" •4a8"O'c , TOP Q �_E_L__. m,-�„ L.IcA5 3 SECTION Q —x —x T� . --- I I I i I I \ I I � I •4a8"oc. TOP O� a 6 -4" CON(. fti SLAB to -03010"o4. rA co BOTT. i rYP. ALL POCKETS. UCTURAL ENGINEERS - SHEET M BEACH LAKE$ BLVD. SUITE 600 (12 c) 12 SECTION 13 SECTION 1�4' SECTION 1 I 1 fl w a _ 5 SEC710N - D N.T.$. 3/4". I'-0" 3/4". 1'-0" PALM BEACH, FLORIDA 33401 Cj-rj g�l� 3/4". 1'-01' (401) 411 - 5166 S-5 OF J0B # 436.019 SECTI "t"" 'i a �'�� " � yja t t �$"it � � ry, ?. i „:F• Y3r` 4 4 'd', 'il 5i" I.f i�' �� i, '+t .r•.SP^. a } s...' 'PAS Tr�u. >;1'�u�.'� .&. r`�c§,k -ay a'al,'� A n "� � �. i:zs sit .{.X .'" y q.. .yy ➢./ 'F :.'? ♦ .- w A Y y lt' hI fAi X' (/. i � J .n�if �� J' h • a .Syy� x� �� c � ggk ��t�,.�4�,..x .j $ � r t �$.:'l�xi I PPS ".Ell T w L 3x3x1/4 —/ JOIST GIRDER L bx4 2'5T.4B.- T (TYP) �— 5 w 12" LG. ANCHOR BAR, U.ELOED TO ANGLE 45 SHOLN Aw 9 5-6 / 5/8" 0 x 6" LONG WEDGE ANCHORS • 4'-0" (PLACED TE -3 r -- TYp. TIE BEAM REINF, \AT EA. FILLED CELL) I I I 8" x 8" x 3/8" PL. W/ I (2) 1/2"0 x 6" STUDS I I I \ I I I I I ( --_ _ 2 • 5 CONT.---- CELL A tu 2 06 I I 1 I I i I I T.O. TIE BM. --- EL. 14'-0" N 1 I I I I i I i I I � I u I co I i it Wt2 i - - - - - -- PLAN VIEW �- TYP. COLUMN T REINF. 8,l 121, 1 SECTION cj-(p 3/4"- 1'-0" L 6"x6"x3/V' —� ! 1 /TYIo r F U/S SEAT AND TOP OF 1 EARIING PLATE TO BE W11 LON COATED. 6" x 2" SLOTTED HOLES IN JOIST GIRDER SEATS. %N STEEL JOISM1 , UPLIFT BRACING STOP AT GIRDER OPENINGS (TYPJ � 48" CLR. JOIST GIRDER 6 SECT ION 3-6 In", 1,_01 /TYP. _- 1 /4" V I I I r--a----, 8" x 8" x 1/2" PL. W/ $ i � (4) 1/2"0 x 6" STUDS I 7 I I i I -TYP. FTG. IIIEW ADD 2 5 8" 1 -4 1 1'-4� { �—BOTT. BARS TO MATCH ^� FOOTMG BOTT. 5AR5 TYP FO NCB STEP AT DRAIN PIPE 1/2'. •1'-0" 096 dd9 WACCARATO AND W Qa -STRUCTURAL ENGINEERS _ 1665 PALM BEACH LAKES BLVD. SUITE 80C 4ST PALM BEACH, FLORIDA 33401 (401),411 - 6166 JOB # 436.019 0 Z /0 V W M 0 a� � Co C!J E-" CD U � .1-1 O Ca E-� z r-r mU /h C� 0 w r " L 1 r vi .� � as �.� �� .� �,�' u � e "ram° , �. c Is. _ ✓ ' r� z ms v8s ' gf, A s'r'.t s '�''='k - u ~IMF! .. d. «£a r y E v. a it � ! '4 �`' >s 7hS �; h. za �»✓ rx R r � 4 �� � � r»`✓ �$ a e �� . "` ug t� an*.��, y' � s >t � `� �+ s w < � ✓ :+ f a �'�. ✓eP � �, 'a+1' t4`tf'T 9ca, % ,+�" k '. q �� ., � • F ARxp- S r`+ }x ., s°e"' Y�rv'a a, £ t ;ti��ri+s2y �5.: 5�rg vy '�f' y ^�, d^. rt � t+ud gy i, r �n gg # ✓nm *,+a S � ro i r. -Y. 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'£,`^e: St}A e-' �t ✓ �, -'"s .3. k`�" "W""' °'y �' {r a'.$# s "y fi t r* z"y`.��iz r �n £ aw.'''s a" s` a, a'2` fi A�ifi`a s"�k� t✓ "� °f e x � +..tea n ✓ 4� t � PMwt'' d y `a �£ i h a. s ,`. aAf� �t.,5w•.q,y }���tNrt��.Rk `�`T.� r 3 ^*�'ib'f�✓���3#'� rr _ a'+ti.M.+.`���.A�r� �w�s�,..�✓.: � , �m�✓ t#'g `' � f � CONTINUATIONSEE SHEET P-1 FOR ir 1 6" S " RWL UP —6" RWL UP PLUMBING REFERENCE NOTES: Q1 8" PRIMARY BUILDING STORM DRAIN, BELOW FINISHED FLOOR. 05 6" PRIMARY BUILDING STORM DRAIN, BELOW FINISHED FLOOR. REFER TO CIVIL PLANS FOR CONTINUATION. REFER TO CIVIL PLANS FOR CONTINUATION. (-3.0' B.F.F.) (-2.5' B.F.F.) 2Q 10" SECONDARY BUILDING STORM DRAIN, BELOW FINISHED FLOOR. © 8" SECONDARY BUILDING STORM DRAIN, BELOW FINISHED FLOOR. REFER TO CIVIL PLANS FOR CONTINUATION. REFER TO CIVIL PLANS FOR CONTINUATION. (-3.7' B.F.F.) (-3.2' B.F.F.) 3 8" PRIMARY BUILDING STORMS DRAIN, BELOW FINISHED FLOOR. 07 6" PRIMARY BUILDING STORM DRAIN, BELOW FINISHED FLOOR. REFER TO CIVIL PLANS FOR CONTINUATION. REFER TO CIVIL PLANS FOR CONTINUATION. (-3.0' B.F.F.) (-2.6' B.F.F.) 4 10" SECONDARY BUILDING STORM DRAIN, BELOW FINISHED FLOOR. ® 8" SECONDARY BUILDING STORM DRAIN, BELOW FINISHED FLOOR, REFER TO CIVIL PLANS FOR ONTINUATION. REFER TO CIVIL PLANS FOR CONTINUATION. (-3.7' B.F.F.) (-3.2' B.F.F.) Q ROUGH-IFJ VERTICAL STORM DRAIM RISE TO MAID�TA!ki A M11J. 16" CLEARANCE. FROM DOOR FOR LIGHT SWITCH, FIRE EXTINGUISHER AND RECEPTACLE. SAN. UP KD N 6" 8" 4" _ 6^ 3" 1 r 1 /2" V. U( �x 6" RWL UP 4" RWL LIP I 0 �. li tlFo . _ II rS__C/S 0. - UP UP SST—�� PST--{{ I„ ra SE C- CK Alit. IAR" 4" RWL 4„ 'v.•' IRP: AitE. -6" 4" RWL U 6" RWL U 4" " ECO-2 REFER TO RISER DIAGRAMS . 1 7, SHEET P-15 41� RWL UP 5, SHEET P-15 v, SHEET P-15 --4" RWL UP SST ' Ei SG . 0.80 CFS) 0 O 0 O Q n L U W a U Q.. F- o co U W Z�_ a J N m N M Lu W N� irco zy Q N� 0 a N V Z 0 M Zo O� • Q Z :2§ Q J _V, LL m L cr TW i SHEET NUMBER Inc. 0 3 Sims Wilkerson 800 South Orlando Avenue Maitland, Florida 32751-51 (407)645-1558 FAX(407)645-2399 PLUMBING REFERENCE NOTES: �R\N '­ �F�SHED mono (D 4" SANITARY BUILDING DRAIN, BELOW F11 ;HED 'M �D M STORM E NDA R BUILDING R DRA Y BU 1 0. SECONDARY BELOW FINISHED e PRIM BUILDING RAIN 1 H 4" PRIMARY BUILDING STORM DRAIN, BELOW IN S ED 'A FLOOR. REFER TO CIVIL PLANS FOR CON I A 0 TI0 FLOOR. REFER TO CIVIL PLANS FOR C NTINUATION. FLOOR. REFER TO CIVIL PLANS F OR CONTINUATION. (INVERT ELEV.: -2.5' B.F.F.) 8 B (INVERT ELEV.: -3.8' B.F.F.) T ELEV.: (INVERT ELEV.: -2.5' B.F.F.) PRIMARY BUILDING STORM 8 - W FINISHED 3" DOMESTIC COLD WATER BELOW FINISHED GRADE. REFER 6- SECONDARY BUILDING STORM DRAIN, BELOW FINISHED FLOOR. REFER TO CIVIL PLANS FOR CONT1j`,JUATION. TO CIVIL PLANS FOR CONTINUATION. FLOOR. REFER TO CIVIL PLANS FOR CONTINUATION. (INVERT ELEV.: -3.0' B.F.F.) 4" SANITARY BUILDING DRAIN, BELOW -_INISHED (INVERT ELEV.: -3.2' B.F.F.) 10" SECONDARY BUILDING STORM DRAIN, BELOW FINISHED FLOOR. REFER TO CIVIL PLANS FOR CONTINUATION. FLOOR. REFER TO CIVIL PLANS FOR CONTI UATION. (INVERT ELEV.: -2.5' B.F.F.) (INVERT ELEV.: -3.8' B.F.F.) I 4" SANITARY BUILDING DRAIN, BELOW Fl HED Q 6- PRIMARY BUILDING STORM DRAIN, ELOW FINISHED FLOOR. REFER TO CIVIL PLANS FOR CON UATION. FLOOR. REFER TO CIVIL PLANS FOR C)NTINUATION. (INVERT ELEV.: -4.7' B.F.F.) (INVERT ELEV.: -2.5' B.F.F.) 8- PRIMARY BUILDING STORM DRAIN BE L - W FINISHED 6" SECONDARY BUILDING STORM DRAIN, BELOW FINISHED FLOOR. REFER TO CIVIL PLAINS FOR CON UATION. FLOOR. REFER TO CIVIL PLANS FOR C)NTINUATION.,, (INVERT ELEV.: -3.0' B.F.F.) (INVERT ELEV.: -3.2' B.F.F.) 4" E (FLOW: 0.19 .. . ............ 63 ............ 6" RWL 4" E 4 i- 6"-/ 4" ECO-2 7 4" EC821 2- 1.1 CFS) c! :4FLOW: 6 4 10" 4�" ECO-1 r2-WAY 4" 6" RWL UP ECO-2 Y 6- wV - 4 4" RWL U P it Up 6" RWL i 3 'AR 1-1/2" V. UP 6-A RLSE RESEARC 040 �aY ,I 1�1 jil. 4"-J _j 4" RWL UP 3 SP—RETAPY SECRE-7ARY H V. 1-1/2- VUP '14 '2 . .......... 8- A�: _3-t 5-y __­6" RWL UP -4" RWL UP ,4 1 0 =41 D; ii is it i i ............ sA F NA' qCF 4' Pt_UP 11 MAL R"MM. r4"..' 4- 6" RWL UP HA:.: 0 =3c D I R E C T D R t. 6" RWL UP 4 RWL UP S ECIR T AR Y AS 'l-S I AN I P I U �6" RWL UP 4"U ED POLYGRAPH (FLOW: 1.17 CFS) 2 1 8 A" ECO-1 4 ECO-10" .I WAY P-11 4------ " 10 u SFF U it i HER- 6 -7— . ... . .. .... 4" 6" RWL UP 4- :1 4" RWL UP H c SE RE'f'R CKT ARI( 6' COPIPTREI LER 4" RAVE' UP L T� 9 HALL IIEI WL =h RWL UP V 011,111 3 .......... I MEN 'SHEET P-3 WORK AREA PLAN BELOW SLAB PLUMBING - EAST 1 1/8' it V-0, ORSINI, 1111111 1111111, =%� f/ Z*" RWL UP If 4- SECRE RY b RWL UP 6 �7 r V) 01.7 3N RE CL 6- -1 R F CT IR ATTENDAN'A �srRK E RWL UP WORK ARF /F71 6" RWL UP p E_ SUPERVISOR R "VITCH REFER TO P3 !AGRA"--, , RISER 5, SHEET P-15. LOBBY Sims Wilkerson E 800 South Orlando Avenue, Maitland, Florida 3275J.-56 (407)645-1566 FAX(407)645-2399 SHEET NUMBER r4F FL9 R PLAW D-5 'c", p SCALE: ij 8 so SHEET P-7 6 ........... ARE:.�'/F LES SU ER Is- li is REC, 1-1/12" VTR-----,? 1-1 /V ....... ..... EWC-t 5 t in P-11 ............tit 3" RD-1 ll 840 3" RD-1 725 .......... .............. Iffec.: i4" O, jw - --n 3" RD-2--/e 725 T 4" RWL L DN 190 : I I 6" RWL /-4n DN /-4- iR9 H-1 NOTES: 1. ALL HORIZONTAL RAINWATER LEADERS SHALL BE ROUTED WITHIN JOIST SPACE. Sims Wilkerson 1 800 South Orlando A,7enu( Maitland, Florida 32751-51 (407)645-1568 FAX(407)645-2399 : :-I LINE 0 Ln Lj L) Of Ld CL F- co W z 9 C-4 C-4 WMII Ln 0C D V) U) 01 mar T LL fir g z ie SHEET NUMBER Inc. P-6 OF 92052 = I Fri Ad 1-1/4- PIPING DRIP LEG 6" PS VENT. REFER TO MECHANICAL PLANS ASME T&P — RELIEF VALVE PIPE FULL SIZE TO 6" A.F.G. 1-1/4" GAS SHOP VALVE WATTS NO. N36 VACUUM RELIEF VALVE WATER - HEATER (WH-1) DRAIN _ r .... �...�w. 2 WATER HEATER P-10 NOT TO SCALE " HOT WATER IRC. PUMP RECIRC. PUMP (HWRP-1) CHECK VALVE 1:1 :III Q ALL VALVE IN A HORIZONTAL •• • HOT WATER RECIRC. PUMP P-10 NOT TO SCALE - VE WALL - 3/4" TEE TO RECIRC. PUMP 2" BALL VALVE ^� TEWETED WATER MAN NOT SUPPLY TO SYSTEM HOT ,�--- . WATER ` i .. TAN(. I ��+ VALVE i-/ TW TER WATER x iEMPCONTROL THERMOSTATIC ETC -yam WATER CONTROLLER t:� -7CRCULATNG PUW y cWcx 1 YHER44OWYER T +'.--L —T,; -� TEMPERED j WATER RE1 VALVE BALL VALVE _ {x}---..w-COLD SUPPLY STAT I C VALVE P-1 ,- GAS STO VALVE (TYP) REGULATOR BY FT. PIERCE UTILITY AUTH. / 3 luuion I 1-1 /4" 1-1/2" 600,000 BTUH DIELECTRIC UNION (TYP) 700,000 BTUH GAS RISER DIAGRAM P-10 NO SCALE UTILITY BUILDING r I 0 �"' LN -- PLUMBING P-10 SCALE: 1 /8" = 1'-0" NOTES: 1. PROVIDE DEEP SEAL TRAPS AND TRAP PRIMERS FOR ALL FLOOR DRAINS. 2. PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO PLUMBING WORK. TO ME MAKE - TO WATER HEATER BALL VALVE 1" REDUCED PRESSURE BACKFLOW PREVENTER WATTS NO. 009 PROVIDE WATTS AIR GAP AND PIPE TO EXTERIOR 6" AFG DOMES I ` L _ , T ER RISER P-10 NO SCALE _ - -- ----- ---- -- O cU w vi = o a 0 0 p 0 a m L � n U w ( CL o co a 77 =n , LTµ N J Q] _N M N L � -- :a < a N f Sims Wilkerson 800 South Orlando Avenue Maitland, Florida 32751-5 (407)645-1568 FAX(407)845-2399 SHEET NUMBER Inc. P 10 OF 92052 r„� r �'_" .� ; �s` } �'� e <� � x 3 �F $''ik' �, � -. ��,. ,.er'at uX ��„ .�� � rr. yS �. p v .. �vm _ h � TMµ A c :. .; a � c a a � Ii we � Ir „kJHI I TURpp CONNECTION SCHEDULE E i .vow- -. „esy a:^ari¢a.r�s;:aarreL^tirnt,x+u,va�srtem»>tvxwuuv�a' ITEM DESCRIPTION WASTE TRA VENT C.W. FI `k,+. REMARKS WC-1 WATER CLOS 4" INTE 2" 1" WC-2 WATER CLOSE 4" INTE 2" 1" HANDICAP UR-1 UR-1 2" INET 1-1/2" 1" L-1 LAVATORY''' 2" 1-1 4" 1-1/2" 1/2" /2" - L-2 LAVATORY 2" 1-1 4" 1-1/2" 1/2" 1/2" HANDICAP - 1 S-1 SINK 2" 1-1/2- 1-1/2" 1/2" 1/2" g S-2 SINK 2" 1-1/2" 1-1/2" 1/2" 1/2" S-3 SINK 2" 1-1/2- 1-1/2" 1/2" 1/2" is-1 JANITORS SIN, 3" 3" 1-1/2" 1/2" 1/2" SHA-1 SHOWER ASSEN 3LY 2" 2" 1-1/2" 1/2" 1/2" " SHA-2 SHOWER ASSE LY 2" 2" 1-1/2" 1/2" 1/2" HANDICAP EWC-1 ELECTRIC WATER OLER 2" 2" 1-1/2" 1/2" HANDICAP GA$ WATER HEATER SCE ULE MARK WH-1 - MANU CTURER PM MODE NO. 750 N 125A-TF TYPE NAT. GAS TURBOPOWER BTU INPUT 500,000 BTUH STOR E CAPACITY 125 GAL. MOTOf HP 1/3 MOTOf VOLTAGE 120 RECO RY ® 80' TEMP. RISE 750 GPH EFFICI CY 83 % SIZE IIJWM I 34"Ox55"H REC CULATING PUMP SCHEDULE MARK HWRP-1 MANUFACTURER TACO MODEL NO. 006-8 TYPE BRONZE MOTOR SIZE HP 1/35 GALLONS PER MINUTE (GPM) 1.2 TOTAL HEAD (FEET) 7.5 VOLT E/PHASE/HERTZ 120/1/60 WATER CLOSETS URINALS LAVATORIES SINKS HOSE REEL CUP SINK HOT WATER FAUCET WC-1 WC-2 UR-1 L_1 L-2 S-1 S=2 S=3 HR-1 CS-1 HWS-1 COLD WATER FAUCET CWF-1 JANITORS SINK is-1 F LU4RI� FIXTURE SCHEDULE AMERICAN STANDARD 'MADERA' 2221.018, WHITE VITREOUS CHINA, 14-1/4" HIGH, TOP SPUD, SIPHON -JET ACTION, ELONGATED BOWL, FLOOR MOUNTED. SLOAN ROYAL FLUSH VALVE NO.110-YB-3, C.P. BRASS NON -HOLD OPEN, ANGLE STOP, VACUUM BREAKER. OLSONITE NO. 95-SS, WHITE, ELONGATED, OPEN FRONT, LESS SEAT WITH SELF-SUSTAINING CHECK HINGE. AMERICAN STANDARD 'CADET ELONGATED' 9468.018, WHITE VITREOUS CHINA, 18" HIGH, TOP SPUD, SIPHON -JET ACTION, ELONGATED BOWL, FLOOR MOUNTED. SLOAN ROYAL FLUSH VALVE NO. 115-YB-3, C.P. BRASS NON -HOLD OPEN, ANGLE STOP, VACUUM BREAKER. OLSONITE NO. 95-SS, WHITE, ELONGATED, OPEN FRONT, LESS SEAT WITH SELF- SUSTAINING CHECK HINGE. AMERICAN STANDARD 'LYNBROOK' 6531.019, WHITE VITREOUS CHINA, WALL HUNG, BLOWOUT, INTEGRAL SHIELDS. SLOAN ROYAL FLUSH VALVE NO. 180-YB-3, C.P. BRASS NON -HOLD OPEN, ANGLE STOP, VACUUM BREAKER. JOSAM FLOOR BEARING URINAL CARRIER NO. 17800. AMERICAN STANDARD 'LUCERNE' 0356.015, 20" x 18", WHITE VITREOUS CHINA, WALL HUNG, 8" FAUCET CENTERS, FRONT OVERFLOW, CONTOURED BACK AND SIDE SPLASH SHIELDS. CHICAGO NO. 408A-665- E12VP, C.P. BRASS, 8" CENTERS, SELF - CLOSING, VANDAL -RESISTANT AERATOR. McGUIRE NO. 8872 1-1/4" SEMI -CAST P- TRAP/NIPPLE WITH ESCUTCHEON. McGUIRE NO. 155-WC C.P. BRASS OFFSET GRID STRAINER/TAILPIECE. BRASSCRAFT NO. SR1920A LOOSE KEY ANGLE STOPS RISERS AND ESCUTCHEONS. JOSAM FLOOR BEARING LAVATORY CARRIER NO. 17100. AMERICAN STANDARD 'LUCERNE' 0356.037, 20" x 18", WHITE VITREOUS CHINA, WALL HUNG, 8" FAUCET CENTERS, FRONT OVERFLOW, CONTOURED BACK AND SIDE SPLASH SHIELDS. AMERICAN STANDARD NO. 6832.372V.002, C.P. BRASS, 8" CENTERS, WRIST BLADE HANDLES, SOAP DISPENSER HOLE, CERAMIC DISC VALVING, GOOSENECK SPOUT, VANDAL -RESISTANT AERATOR. McGUIRE NO. 8872 1-1/4" SEMI - CAST P-TRAP/NIPPLE WITH ESCUTCHEON. NO. 4503.015 SOAP DISPENSER. McGUIRE NO. 155-WC C.P. BRASS OFFSET GRID STRAINER/TAILPIECE. BRASSCRAFT NO. SR1920A LOOSE KEY ANGLE STOPS RISERS AND ESCUTCHEONS.JOSAM FLOOR BEARING LAVATORY CARRIER NO. 17100. DRAIN & SUPPLIES SHALL BE COVERED WITH LAV-GUARD KIT NO. 102W WITH NO. 105 BY TRUEBRO. JUST 'STYLIST' SL-2122-A-GR, 21" x 22" x 7.5", TYPE 304 (18-8) STAINLESS STEEL, SINGLE BOWL, SOUND DEADENED, 3- FAUCET HOLES, PUNCHED FOR GRID STRAINER. JUST NO. J-35-FS C.P. BRASS FLAT STRAINER. AMERICAN STANDARD NO. 6270.172V.004, C.P. BRASS, 8" COMBINATION, CERAMIC DISC VALUING, SWING SPOUT, TWO HANDLE, WRIST BLADE HANDLES. BRASSCRAFT NO. SR1920A LOOSE KEY ANGLE STOPS RISERS AND ESCUTCHEONS. McGUIRE NO. 8089 1-1/2" CAST BRASS P-TRAP, ADJUSTABLE WITH CLEANOUT PLUG. COPPER NIPPLE WITH MCGUIRE NO .127 C.P. BRASS SET SCREW ESCUTCHEON. SAME AS S-1 ABOVE EXCEPT, PROVIDE JUST 'STYLIST' DL-2133-A-GR, 21" x 33" x 8", TYPE 304 (18-8) STAINLESS STEEL, DOUBLE BOWL, SOUND DEADENED, 3-FAUCET HOLES. PUNCHED FOR CUP STRAINERS. (2) JUST NO. J-35 CUP STRAINERS. PROVIDE WITH McGUIRE NO. 111, 17 GAUGE C.P. BRASS CONTINUOUS WASTE. LEEDAL, INC. (312-842-6588) PHOTO SINK NO. 136-MS, RED GEL COATED REINFORCED FIBERGLASS SINK. 26" x 66" x 36" HIGH, GALVANIZED STEEL STAND. SINK SHALL BE ORDERED LESS SHELF WITH ADDITIONAL SUPPORT ON SIDES AND REAR (ACCESS TO BELOW SINK FROM FRONT SHALL BE CLEAR). CHICAGO NO. 445-DJ13, 13" DOUBLE JOINT SPOUT, E3 AERATOR, C.P. BRASS. CHICAGO NO. 834-EP DOUBLE LONG PEDAL VALVES, ANGLE STOPS. 1-1/2- C.P. BRASS P-TRAP, NIPPLE & ESCUTCHEON. CHICAGO NO. 549, SPRING DRIVEN HOSE REEL, 3/8" I.D. HOSE WITH MODIFIED HOSE LENGTH OF 10 FEET SPRAY HEAD AND FLANGE BASE. REFER TO DETAILS SHEET P-12. PRIME INDUSTRIES (708-833-6821) NO. WPC5- 4 3" x 6" OVAL CUP SINK, EPDXY RESIN COLOR TO BE WHITE. REFER TO DETAILS SHEET P-12. CHICAGO NO. 980-937-WS TURRENT, ONE OUTLET, WATER VALVE, SERRATED NOZZLE MARKED FOR HOT WATER. SAME AS (HWF-1) ABOVE EXCEPT MARK FOR COLD WATER. STERN-WILLIAMS 'CORLOW SBC-1700-BP, 24" x 24" x 12", 3000 PSI TERRAZZO, INTEGRAL STAINLESS STEEL CAP AND DRAIN, 12" HIGH STAINLESS STEEL WALL BOARD PROTECTOR. CHICAGO NO. 897, C.P. BRASS, VACUUM BREAKER SPOUT, HOSE OUTLET, PAIL HOOK, WALL SUPPORT, INTEGRAL STOP ARMS. PROVIDE WITH P- TRAP. SHOWER ASSEMBLY WALL HYDRANTS ELECTRIC WATER COOLER EMERGENCY EYE WASH SHOCK ARRESTERS ROOF DRAINS FLOOR CLEANOUTS SHA-1 SYMMONS 'TEMPTROL' 96-1-295-X-A, C.P BRASS, PRESSURE BALANCED MIXING VALVE, ADJUSTABLE STOP SCREW, '2.5 INSTITUTIONAL ADJUSTABLE SPRAY HEA;IRON, GPM FLOW, INTEGRAL SERVICE STOPCERAMIC TILE MOUNTING BRACKET. JOSAM NO. 30002-S-Y, COATED CAST TWO PIECE BODY, DOUBLE DRAINAGE FLANGE, WEEPHOLES, FLASHING COLLAR BOTTOM OUTLET AND NICKEL PLATED SQUARE STRAINER. SHA-2 SYMMONS 'TEMPTROL' S-96-500-830-295A-X- V-L, C.P. BRASS, PRESSURE BALANCED MIXING VALVE, ADJUSTABLE STOP SCREW, INSTITUTIONAL ADJUSTABLE SPRAY HEAD, DIVERTER VALVE, WALL/HAND SHOWER WITH 60" FLEXIBLE METAL HOSE AND 30" SLIDE BAR, 2.5 GPM FLOW, INTEGRAL SERVICE STOPS, CERAMIC TILE MOUNTING BRACKET. JOSAM NO. 30002-S-Y, COATED CAST IRON, TWO PIECE BODY, DOUBLE DRAINAGE FLANGE, WEEPHOLES, FLASHING COLLAR, BOTTOM OUTLET AND NICKEL PLATED SQUARE STRAINER. H-1 WOODFORD NO. 65, FREEZELESS WALL HYDRANT, C.P. BRASS, VACUUM BREAKER, LOOSE KEY. H-2 WOODFORD NO. 75, CLOSE COUPLER, WALL HYDRANT, C.P. BRASS, VACUUM BREAKER, LOOSE KEY. EWC-1 HALSEY TAYLOR NO. HAC-BF-BL, BI-LEVEL COMPLIES WITH ADA REQUIREMENTS, SUPPLIES 8 GALLONS OF 50 DEGREE WATER PER HOUR, PROVIDE WITH OPTIONAL STAINLESS STEEL APRONS. 1/5 HP 120 VOLT. PROVIDE WITH McGUIRE NO. 8088 C.P. BRASS P-TRAP AND COPPER NIPPLE. BRASSCRAFT NO. SS1812A SCREWDRIVER ANGLE STOP. JOSAM FLOOR BEARING COOLER CARRIER NO. 17900. EEWS-1 BRADLEY NO. S19-260 DECK MOUNTED STAINLESS STEEL BOWL EYEWASH WITH PUSH DOWN HANDLE AND 1/2" BALL VALVE. BRADLEY NO. S19-120FM STAINLESS STEEL DRENCH SHOWER HEAD, 1" BALL VALVE, INTEGRAL FLUSH CEILING FLAME PROVIDE WITH LONG PULL ROD. REFER TO DETAIL. SA JOSAM NO. 75000-5, SPUN CLOSED, ONE- PIECE COPPER CHAMBER, DELRIN PISTON, HYDRO -PNEUMATIC AIR CUSHION. RD-1 JOSAM 21000-3-26-2, COATED CAST IRON, ALUMINUM DOME, CLAMP RING, INTEGRAL GRAVEL STOP, SUPPORT RING, ADJUSTABLE TOP, DECK CLAMP ASSEMBLY, DRAIN RECEIVER. RD-2 JOSAM 26000-3-26-2, COATED CAST IRON, ALUMINUM DOME, INTERNAL WATER GUARD, CLAMP RING, INTEGRAL GRAVEL STOP, SUPPORT RING, ADJ. TOP, DECK CLAMP ASSEMBLY, DRAIN RECEIVER. FD-1 JOSAM 30003-S-50-Y, COATED CAST IRON, TWO PIECE BODY, DOUBLE DRAINAGE FLANGE, WEEPHOLES, FLASHING COLLAR, BOTTOM OUTLET AND NICKEL PLATED SQUARE STRAINER. FD-2 JOSAM 3000-E1-Y, COATED CAST IRON, TWO PIECE BODY, DOUBLE DRAINAGE FLANGE, WEEPHOLES, FLASHING COLLAR, BOTTOM OUTLET AND NICKEL PLATED ROUND STRAINER WITH EXTENDED RIM MOUNT SO RIM IS FLUSH WITH FINISHED FLOOR. PROVIDE WITH JOSAM NO. 6710OA-2 CAST IRON BACKWATER VALVE ON ALL MECHANICAL RUOM DRAINS. FD-3 JOSAM 30000-E2-Y, COATED CAST IRON, TWO PIECE BODY, DOUBLE DRAINAGE FLANGE, WEEP HOLES, FLASHING COLLAR, BOTTOM OUTLET AND NICKEL PLATED ROUND STRAINER WITH ROUND FUNNEL. FD-4 JOSAM 38250-2. COATED CAST IRON COMBINATION FLOOR DRAIN AND INTEGRAL DEEP SEAL TRAP, SIDE OUTLET, ROUND TOP, MEDIUM -DUTY LOOSE SET GRATE, CLEANOUT PLUG AND BALL TYPE BACKWATER VALVE. FCO-1 JOSAM 56000-Y, COATED CAST IRON, INTERNAL GASKETED ABS PLUG, SCORIATED ROUND SATIN NICKALOY TOP. EXTERIOR CLEANOUTS ECO-1 JOSAM 58850-Y, COATED CAST IRON ACCESS FRAME, HEAVY-DUTY SCORIATED SECURED COVER, COATED CAST IRON CLEANOUT FERRULE AND ABS PLUG. WALL CLEANOUTS WCO-1 JOSAM 58600, ROUND STAINLESS STEEL WALL ACCESS COVER WITH CENTER SCREW. JOSAM 58910-19 COATED CAST IRON CLEANOUT TEE AND BRONZE PLUG. UTILITY BOX U6-1 PLASTIC ODDITIES NO.IB-20 BOX, FRAME,VALVE. AND ADAPTER TEMPERING VALVE Tll-1 SYMMONS NO, 5-500A-`N,THERMOSTATIC MIXNG VALVE WITH THERMOMETER, WALL BRACKET, U N N 0 1-1 N m ko yo .,.4 N CO'5 af� N W�00, I � al ion dN p o' q pw0 F b d F-4 3: o p b i t�o:ml� 00 r m m o w Y U 0 U a 0 OLi M U w w a r o P .m N J N m ' mto z�I N I ' N i SHEE1 NUMBER P-17 OF dJ P:- vc Wi' .. R D i- L z�iiNNNN C-4 C-4 3" a -CIL DETE"C"vp 11 W1. ...................... 4 PDr, 11 Di IM, IF, C14 .......... ......... ..... ... ............. I T--1 /2" —_7 3 I � 1 3- - - ----- C14 k a N F-r- N T STCR; R DEIF EC, i VE .......... ... ........ H D� T 3 D C AT. .............. .... -7 tN 1-1/2' N .......... .. ... 3" 1 —1 /2' 1-1 /2" 1 —1 /2" 1-1/2- 3 1-1/2- 3" 3 iv. 13 3- 04 3" z 3 3 3tt N IN . . ........ . ........ T. ........... ... ................ .... 04 D "R ........... ..... ........... ............. ............ . ................ . . . . . ... .................. ...... 71 7 1z �SE ....... 1w N TER F. W II A, 'JD 1 :1 R Inc. 92052 0 0 Lo 0, Li to L) LiIx EL 0 I)TN u R w Cli C'4 w W; x jo z It D V) —0 0,r 00 04 0 .77 aft. z <J F-� (0 CC [.'U W 7— SHEET NUMBER FP-2 OF S3T. Sims WilkersongInc. 800 South Orlando Av nu Ui Maitland, Florida 32751-5 7 1� (407)645-1566 FAX(407)645-239go 92052 SHEET NUMBER FP-3 OF WiDRK SCAT ,7 : 1/8' = V 0' N5 Af, P 0 , I's I I 2" H 3" C-4 C14 ................... D, RK N ffTl - -rim. yw�, Sims Wilkerson j 800 South Orlando Avenuo Maitland, Florida 32751-51 (407)645-1566 FAX(407)645-2399 N Uj a. < oto to C) 0 ni LL 0 if 10 Fla Co Z F- 'C'44 IL Id O C14 (1FF 14 �'J 4 Lk. LL Co SHEET NUMBER Inc. FP- OF4 I 92052 k ;�< I I ( II II ti t� NOTES: ........................ ............ ....I ............................................................................................................... ..... ................... ... . j 1. INV. REFERENCE ADMINISTRATION BUILDING FINISHED FLOOR. -1 NOT USED 2. PH WATER HEATER FLUE 3. ALL INVERT ELEVATIONS ARE APPROXIMATE AND PROVIDED BOILER FLUE TO INDICATE RELATIVE ELEVATIONS AND MINIMUM DEPTHS. UTILITY 9 BUILDING M-12 1 I 4.. NV. (-2'-9") r'\ d t HWS 5 M-] r M CHWS & CHWR HWS & HWR HW HR L HR HW HWR CHWS & CHWR PH-4 0 a HWR CHWS & CHWR 2 M-12, (TYPICAL) EF-10 ram, 0 O5 pJJJ 0 HVAC LEGEND SYMBOL ABBREVIATION DESCRIPTION INV. INVERT ELEVATION MARKER PIPING CONTINUES A.P. ANCHOR POINT I I P.G. PIPE GUIDE v ELBOW DOWN ELBOW UP E.C. EXPANSION COMPENSATOR BALL VALVE (SHOWN WITH OR WITHOUT HANDLE) BALANCING PLUG VALVE WITH PRESSURE TAPS 3-WAY 3 WAY AUTOMATIC CONTROL VALVE IN HORIZONTAL 3 WAY CONTROL VALVE IN VERTICAL FM FLOW METER (ORIFICE TYPE) THERMOMETER IN WELL PRESSURE GAGE W/STOP COCK P/T PRESSURE/TEMPERATURE TAP I UNION FLEXIBLE PIPING CAPPED END CONICAL OR BELL MOUTH TAP W/MVD MVD HAS REMOTE CONTROL IN RIGID CEILING DUCT CONTINUES MVD MANUAL VOLUME DAMPERS FD NEW FIRE DAMPER AD DUCT ACCESS DOOR R DUCT RISE IN DIRECTION OF FLOW $ D DUCT DROP IN DIRECTION OF FLOW 0 RECTANGULAR TO ROUND TRANSITION FLEX FLEXIBLE DUCT >- VARIABLE AIR VOLUME TERMINAL x UNIT WITH HEATING COIL X AIR HANDLING UNIT SERVING UNIT Y UNIT NUMBER F.O.B. FLAT ON BOTTOM Q H-STAT HUMIDISTAT Q T-STAT THERMOSTAT QG THERMOSTAT WITH GUARD QT TEMPERATURE SENSOR AB AIR DEVICE TYPE AB-X YYY X AIR DEVICE DESIGNATION YYY AIR QUANTITY IN CFM Q FAN SPEED CONTROL �- SO DUCT SMOKE DETECTOR WITH SAMPLING TUBES — CD— CD CONDENSATE DRAIN CHWS CHILLED WATER SUPPLY - - - - CHHWR CHILLED WATER RETURN UjC DOOR UNDER CUT HrrWS HEATING WATER SUPPLY - - - - HWR HEATING WATER RETURN XO X REFERENCED (KEYED) NOTE ® AD ACCESS DOOR EX. EXISTING X SECTION WITH VIEW IN DIRECTION M-Y OF ARROW AND DOUBLE LINE X REFERENCE NUMBER M-Y Y SHEET NUMBER --- HR DOMESTIC HOT WATER RECIRCULATION - HW DOMESTIC HOT WATER ® SA SUPPLY AIR z RA,EA RETURN OR EXHAUST AIR t ® CA OUTSIDE AIR 0 RND,FO ROUND OR FLAT OVAL DUCTWORK M-1 SCALE : 1/16" 1 Q" v� ^ Sims Wilkerson 800 South Orlando Avenu Maitland, Florida 32751-5 (407)645-1566 FAX(407)645-2399 a o 0 O aLO spy, 1F f # M V w F CL � o IV m N Uj M Ln't � to Nn oa N w, YA5.1P^ ry S pry � LL i I� 1 hi I r I I � I , I cD s� AI t ~ h SHEET NUMBER Inc. OF 92052 INK i .T....c !. < W AXIMIZE DUCT YMTH|N AVAILABLE OPENING zlu i� TF9 i 7777�9 Al\ I L---- --U-- k HALL --l— 280 �� 250 PURCzY{]O~ i ' | \-15x12 Tff 4.5 210 ` 16x12 1 ��` O / � - ERL 75 |/ � |�` U8' �[— �`�A 4�|��!| 15- L / u I� � — Yr z � � � ��� --_ ___ _ _~���~__ � � � � zc� M WORK AREA 0 SWITCH 270 NOTES: 1� ALL SUPPLY AIR DIFFUSERS SHALL BE TYPE CD-1 ' UNLESS OTHERYNSE NOTED. 2. ALL RETURN AIR DIFFUSERS SHALL BE TYPE CR—i UNLESS OTHERYMSE NOTED. 3. ALL EXHAUST AIR DIFFUSERS SHALL BE TYPE <3E� 260 UNLESS OTHERWISE NOTED. 4. SEE AIR DEVICE SCHEDULES ON SHEET M-14. 5. SEE DUCT SIZING SCHEDULES ON SHEET xx-14. B. FOR PIPE SIZES SEE SHEET m~11. r/ 7 ALL HFAllNQ �ATER P|P|N(� �HA[� �UN ABOVE BOTTOM OF JOISTS. %UP[ SEE SHEET M-3 FOR WORK IN THIS AREA LOBBY Sims Wilkerson 800 S,)uth Orlando Aver Maitland, Florida 32751- LJ UJ LIJ 04 Ln Zt �� �. s�:� MITER CUT OR FLIP TOP —� 0 3 wi d =d CW � I \, T --------------- #5 t O 7 2 M-11 m ' s a: trjp 9 I XFMR MCC BFMS PANEL EA OVERY ILLE -------------- WALL THIMBLE ADJUSTABLE LENGTH — 8 IN EMERGENCY GENERATOR HC WP-2 #1 T 1!_7 10'-0"X12'-0" LOUVER SHEET METAL TRANSITIC FROM FULL SIZEOF LOUVER TO GENERATOR CONNECTION FLEX DAY CONNECTION TANK 7 1 IN. FIBER INSULATED POSITIVE PRESSURE PIPING SYSTEM I; I I' MUFFLERS FURNISHED BY DIV. 16 INSTALLED BY DIV. 15 i it i I O v FILL W/7 GALLOW SPILL CONTAINMEWT FUEL TANK C P�0-aMERGEWCY VEWr O LEAK DETECTION y f �-1 IN. FOS & FOR CHAIN LINK �-2 IN X 8 FT VENT RISER FENCE --------------------- ----- 0 o T /j TO CHILLER --------------------------------------------" 1 o I I I I I I U L.. F I AIR COOLED CHILLER FROM CHILLER 8'-0" GATE X X -- /- - . . Sims Wilkerson ��a`���iaC�`` fita I $�n� ne ht� y i r�C.l&ei�2Fi�fi �+�^.+ Y..:.E+F[ w�.4RY#sk'.].XP. t ,'Y•Se••n; m } m m o w Y 0 m 6 N N \ N o w a w i I , i I Lu i liii �' ad x � P4n!tid W'±y.�J64'tiiPk 3 a' Wh@,v1Nae"f nco I Nl t: I \ 's, 1 � naR i S � t N SFiELT� NUMBER inc. 0 6 92052 roe vm, M U w • a E- M �Nq " kRti3'R$ ppp� �_ mcwv.. yy�� Q aL J m N �t N Qo oa N ROOF BOTTOM OF STEEL JOIST FLEX CONNECTION (TYPICAL) REQUIRED EVEN ON INTERNALLY ISOLATED UNITS Y.Y �4 ia VIBRATION ISOLATION .w FLOOR —\ I I I I I I I i 1 II I I I I I I I I I I I I I I I I I I I I r1 I I I CHWS & R x im r�rrrrrrr+ Il Ej a Y:I'® .e IT—� Lill DETECTORS 36x12 J 0 U 0 Z 0 0 U MEC:HAN C:AL ROOM NO.__ M-7 SCALE : 1/2" = V-0" 11 I I / \ I I I I I I I I I I I I I — — m 1 19 0 PH-1 HEATING WATER PIPING SHALL RUN WITHIN OPEN WEBB OF JOISTS, TYPICAL. —�---- ---- HWS & R —AIR FLOW i it MONITOR i 4 SUPP RT DUCTWORK INDEPENDANT OF AIR HANDLING UNIT ROOF BOTTOM OF - STEEL JOIST FLEX CONNECTION (TYPICAL) REQUIRED EVEN ON INTERNALLY INSULATED UNITS VIBRATION ISOLATION 4" CONCRETE PAD FLOOR —� RAINWATER LEADERS HEATING WATER PIPING SHALL REMAIN WITHIN OPEN WEBB OF JOISTS (TYPICAL Z 0 J O J O C7 Z F U U X_ 0 VI Z F Z J W m < W 0 2 U Li SECTION THRU MECH. ROOM M-7 SCALE : 1 /2" = 1'-0" MECHANICAL, R00V No I 9SCALE : 1 2' = 1'-0" / ' `T...?R mIlllllllllllllll� JJ J J J AIR FLOW MONITOR i! SUPPORT L DUCTWORK INDEPENDANT OF AIR HANDLING UNIT (TYPICAL) PRINKLER (TYPICAL) a o o0 �a M U w • a CIO- �L 0 �auA `� p G > N m� �� M 1xc' `u". � Y N F " , �:RixkB� a!Gu II�� ximi nr,0[i O �111� i PA�k SVyy� I kNMTi3 E 4 9WII8M AIRY ^.6� 4 V� J J., S�'A�S55W%] qT L 'reF.4 SHEET NUMBER M-7 OF � I 5 ROOF BOTTOM OF - STEEL JOISTS CHWS & R FLEX CONNECT (TYPICAL) REQUIRED EVE ON INTERNALL INSULATED UN VIBRATION — ISOLATION 4" CONCRETE - PAD FLOOR OOF) HWS HWR IiV[901Cf1:7 �I 0 Z _X �O cWr M J SECTION THRU MECH. RM. NO. 4 3 M-8 SCALE : 1/2" = 1'-0"^' F � 3 �sG 3-111 AHU-4 M-12 I I Ib I _J —— I f—--_ � ----------------- ' J N -------------- ------ - .n-. I I I � I I —i---------- ------ CHWS MECHANICAL M-8 SCALE : 1/2" = V-0" PH-4 E J I I I � I I 0 I J x fi ROOF BOTTOM OF - STEEL JOIST VIBRATION — ISOLATION 4" CONCRETE PAD FLOOR - DETECTORS O O 0 ? F U U X_ z z �O (W/I F D cr M w 0 S U li SECTION THRU MECH. RM. NO. 3 2 8 SCALE : 1/2" = V-0" MECHANICAL ROOM NO. 3 M-8 SCALE : 1/2" = 1'-0" C-7 f rn- AIRFLOW MONITOR SUPPORT DUCTWORK INDEPENDANT OF AIR HANDLING UNIT (TYPICAL) J 0 3 w m in o w Y w a U a 0 o v�i M Lj U W %s a rL w o Y w 'edy sx 51- u p M N N'n tt (E ca v z rn l 0 N �kSS1K�liLnW: "k E t { sawh^ays%v }a.�� s aL ¢n VJ 1 LL .., I "- , 1. 4 x ,=r '`i'f,=•r'a , is x , � >v Sims WilkersoA 800 South Orlando Avei Maitland, Florida 32751 (407)645-1566 FAX(407)645-2 SHEET NUMBER Inc. M-8 OF 0 22 i F aerw 2-1/2" i I i -CHWS--, WR - ---� -HWR mil' ------- Ib BUILDING F"IP111ING SCHEMA CH SHOT HWS— END EXPANSION I M-12 COMPENSATION & FILL (TYPICAL) � �--�3/4" CW 9 AIR I M-12 ELIMINATION (TYPICAL) l I I I I I I I I I I I 1 1 I II I I i I I i I i I 10 I IHWP-2 I IHWP-1 I I I I I I I HEATING WATER i PUMPS I 4^ I b 1 I I I Ti f 3b 1 ED `1Tf� I I I I I I I I I I I �- PRESSURE — RELIEF VALVE PIPE TO DRAIN 3" r-------T-- •7 -� -►--- T-- I ! I I 1 I I I I 111 HRP-1 ISBP-1 BFP-1 T I I I -- I- - - - - ------------ HEAT STAND-BY BOILER I RECOVERY PUMP FEED PUMP PUMP 4" CW 1 I I I I I I I I h • I U CHWP 21 ------ �CHWP_ 1 -i 3I I I U I 1� L JCTION PIPrAII M-12 I------•-1------------y--- --� CHILLED WATER 3- PUMP 4" -7) u :Tou UTILITY BUILDING PIPING SCHEMATIC ( NOT TO SCALE NOTES: 1. ALL BRANCH PIPING TO TERMINAL UNITS SHALL BE 3/4". THERMOMETER (TYPICAL) BALL DRAIN VALVE (TYPICAL) 0 3 w r c� BURIED PIPE COVERING. S SPECIFICA11C CONTINUOUSLY WELDED —� INSULATION SULATION OR PLATE BURIED PIPE COVERING CONTINUOUS AROUND ANCHOR 1 NCHOR PLATE DETAIL N-12 NOT TO SCALE 6" a 1,-0" ,.10. SEE ANCHOR CONCRETE PLATE ANCHOR DETAIL 1/M-12 1CONCBETE ANCHOR DETAI-, TO SCALE CARRIER — PIPE BURIED PIPE - COVER STEEL SLEEVE CAST IN PLACE I $_ WATERTIGHT FLOOR SLAB -12 PIPE PENETRATION NOT TO SCALE PLUG VALVE WITH BALANCING TAPS. SPRING LOADED WAFER CHECK VALVE. FLANGED INCREASER. PRESSURE GAUGE (TYPICAL). MOTOR BOLTED MODULAR INERTIA BASE AND SPRING ISOLATORS i-1" MIN. CHAMFER 4" THICK CONCRETE HOUSEKEEPING PAD 0 AUTOMATIC AIR ELIMINATION VALVE AMTROL 720 PRESSURE GAGE INSULATION (WHEN SPECIFIED) DISCHARGE HEADER t Ls� BALL VAL 3 AIR ELIMINATION N-12 NOT TO SCALE PIPE TO FLOOR DRAIN UNION �1" AIR SCOOP / BALL VALVE (TYP.) — SUCTION HEADER `PRESSURE REGULATION VALVE SET AT 12 PSI " INECT TO PUMP ;TION PIPING DN (TYP.) AGM TYPE HYDRO- ATIC COMPRESSION XPAN'SION G(DWE NSX-PON AND FILL NOT .TO SC AI E CAP WITH CHAIN 3/8" MANUAL AIR VENT WITH STOP VALVE BALL VALVE (TYPICAL) TO PUMP SUCTION 3/4" 5 GALLON POT FEEDER FROM PUMP DISCHARGE 3/4" [SBEACSURE TANK TO BASE WITH REMOVABLE CLIP ANGLES PIPE INDIRECT 4 IN. HOUSEKEEPING TO FLOOR EDGESW/CHAMFERED DRAIN 10 CHEMICA'�. SHOT OT FEFDFI 12 NOT TO SCALE 1 5,+,513 AHU PLUGGED TEE OPEN TEE VIB. ISOLATOR �r n—� 2-1/2" CONC. BASE FAN SECTION 2-1/2" MIN 4 CONDEi� _i ne ,k1 -AT AP _12J NOT TO SCALE — — 7 7 HEATING COOLING SECTION I SECTION REFER TO PLUMBING PLANS FOR CONTINUATION MAINTAIN v I ACCESS TO FILTERS FILTER SECTION III BALANCING VALVE PRESSURE/TEMPERATURE TAP III THERMOMETER III ELECTRIC VALVE ACTUATOR u REDUCING ELBOW 3—WAY CONTROL VALVE REDUCER I I I BALL VALVE IN BY—PASS �_T II II I I I I I I II II EE LEV \e A COIL PIPING D Tq$ ., NOT TO SCALE MANUAL AIR VE DOUBLE SPHERE FUEL INJECTION BALL DRAIN VA VE CONDENSATE D AIP CONNECTION 0 Sims Wilkerson 800 South Orlando Aver Maitland, Florida 32751 (407)645-1566 FAX(407)645-2: SHEE1 NUMBER pc. M-1,2 92052 ADJUSTABLE PIT MOTOR SHEAVE Q I B, T DRIVE UNITS MOTOR & DRIVE UT OF AIR STREAM MOTOR DOME RUBBER ISOLAT ALL ALUMINUM V EEL - HUB & HOUSING DISCHARGE DOM W/ - BIRDSCREEN STATIC PRESSURE -� PROBE 1/8" DIA. TUBE RUBBER GASKET BETWEEN CURB & FAN HOUSING ANCHOR FAN TO CURB SEAL ALL CURB PENETRATIONS RUN FLASHING UF UNDER FAN BASE C�M 'e,,FT DAMPER c XF?,i!`.:;-I AIR DUCT TYPICAL 13 NOT TO SCALE PLATE — SUPPORT ABLE PROVIDE SOLID STATE SPEED CONTROL WITH DIRECT DRIVE FAN 158706 INSULATED EXIT CONE VENTILATED THIMBLE SUPPORT FROMTOP CHORD OF JOIST VERIFY LENGTHIAND OFFSET IN FIELD TO GAS FIF EQUIPMENT PLATE — SUPPORT FROM DRAIN TRAPPED DRAIN FLOOR ROUTE TO DRAIN U.L. APPROVED DISCONNECT SWITCH UNDER HOOD MOTOR VENTILATION OPENING PRE-FAB ALUM. ROOF CURB W/2" RIGID INSULATION AND BUILT-IN CANT PROVIDE RAISED ANT AS REQ'D) SET CURB IN ROOFING CEMENT AND FASTEN TO ROOF DECK. ROOF STRUCTURE - SEE ARCH. & STRUCTURAL PLANS FOR DETAILS M 31 3 SINGLE DIFFUSER TAPS M-13 NOT TO SCALE I5890A NOTES: Q1 HANG FROM STRUCTURE ABOVE. TOP CHORD OF JOIST. 2Q PROVIDE FULL PERIMETER SUPPORT ON OUTSIDE OF INSULATION OF ALL ROUND DUCTWORK. Q3 SUPPORT RIGID DUCTWORK ON EACH SIDE OF FLEXIBLE CONNECTION, ® MINIMUM 1.5 TIMES THE DIAMETER FOR ALL ELBOWS. SQ 2 INCH BATT INSULATION OVERLAPPING EDGES OF CEILING DIFFUSERS BY 2 INCHES. © DRAW -TIGHT OR SCREW TIGHT BANDS OF NON -CORROSIVE MATERIALS TO ATTACH INNER LINER OF FLEXIBLE DUCT TO RIGID DUCTWORK. 7Q RECTANGULAR TO ROUND TRANSITION. ® INSULATED RIGID ROUND DUCTWORK. 71/ A VD MITERED ELBOW WITH TURNING VANES fir. -- ----- U 15• MAX. VD LOCKING QUADRANT C = A+B MANUAL VOLUME DAMPER TYP. i�� B s MAJOR IRANC[I M-1 V NOT TO SCALE 10 FILTERED RETURN GRILLE M-13 NOT TO SCALE )UCT :CTI ON METAL BACKPA'w MEDIA RETURN Y-IN CEILING 9Q INSULATED RECTANGULAR DUCTWORK. ® VOLUME DAMPER WITH STAND-OFF FOR INSULATION AND LOCKING QUADRANT PLATE. 11 RECTANGULAR TAP WITH 45 DEGREE TRANSITION. © BELL MOUTH ROUND TAP, © INSULATED SUPPLY AIR DUCTWORK. BALANCING DAMPER FOR SUPPLY AIR RETURN AIR, OR EXHAUST AIR BEARING BRANCH DUCT QUADRANT LOCKING LEVER —� VOLUME DAMPER TRUNK DUCT 45' TAP COLLAR MINOR BRANCH DUCT TAKE —OFF - NOT TO SCALE 11 \Z:�;/ NOT TO SCALE 1593OX NOTES: O 1 INSULATED SUPPLY AIR DUCT. 2 MAXIMUN 3'-0" FLEX CONNECTOR REQUIRED. 3 DRAW -TIGHT OR SCREW TIGHT BAND OF NON -CORROSIVE MATERIAL TO ATTACH INNER LINER OF FLEXIBLE DUCT. 4 SUPPORT EACH CORNER OF VAV BOX FROM STRUCTURE ABOVE, TOP CHORD OF JOIST. 5 VARIABLE AIR VOLUME TERMINAL UNIT (VAV BOX) SEE DUCT HEATING COIL DETAIL ON DRAWING M-13 FOR ADDITIONAL INFORMATION ON VAV BOXES WITH WATER COILS. 6 DAMPER ACTUATOR SUPPLIED AND INSTALLED BY VAV BOX MANUFAC- TURER. 7 CONTROL TRANSFORMER (MIN. 50 VA) SUPPLIED AND INSTALLED BY VAV BOX MANUFACTURER. 8 TRANSITION TO FULL SIZE OF UNIT CONNECTION. 0 3 U Q = c� p a o 1 O jLO mr � rn n W 5q U w a. 5 eax''' aL C- o CA ..A I y� € N a rx!p � d _+L N O o< N P_ xn. Q 0 ".;RSK34R'F 5yy�5yy{� "x'#a1M'�Sl 9 41111 (11Tm gy s� � rem �ry { LA J T F, eTYPICAL FLUE M-13 NOT TO SCALE Sims Wilkerson ] 800 South Orlando Avenue Maitland, Florida 32751-5 (407)645-1588 FAX(407)645-2399 SHEET NUMBER ,Inc. M-13 92052 EXHAUST FAN SCHEDULE MARK EF-1 EF-2 EF-3 EF-4 EF-5 EF-6 EF-7 "IfF-8 EF-9 EF-10 EF-11 EF-12 EF-13 EF-14 EF-15 MANUFACTURER ACME ACME ACME ACME ACME ACME ACME ME ACME ACME ACME ACME ACME ACME ACME MODEL PRN-145G PRN-100 PRN-100 PU-135E PU-135E PNN-135G PRN-135E N-110 PRN-118E PRN-118E RN-118E PRN 80-2 PRN-126E RN 80-1 LQ-16F4 FAN TYPE CENTRIF. CENTRIF. CENTRIF. CENTRIF. CENTRIF. CENTRIF. CENTRIF. NTRIF. CENTRIF. CENTRIF. ENTRIF. CENTRIF. CENTRIF. CENTRIF. PROP. HOOD/HOUSING ROOF ROOF ROOF UPBLAST UPBLAST UPBLAST ROOF OOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF AIR FLOW CAPACITY 1780 300 425 1010 780 7801 1440 600 920 1050 1225 200 1425 150 1800 STATIC PRESSURE 0.3 0.125 0.125 0.375 0.25 0.25 .25 0.25 0.25 0.25 0.125 0.25 0.125 0.375 DRIVE DIRECT DIRECT DIRECT BELT BELT BELT DIR rRECT DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT FAN TIP SPEED 5000 2300 2800 4300 3400 3400 5 700 4000 4100 5000 3000 5280 3019 7200 RPM 1380 900 1100 1200 965 965 1 250 1250 1350 1600 1500 1600 1550 1760 MAX. SONES 12 2.0 3.2 - - - IE 7.5 7.5 8 10 8 11 9.1 18 MOTOR HP 1/2 1/12 1/12 1/4 1/4 1/4 1 /12 1/4 1/4 1/4 1/12 1/4 1/12 1/3 VOLTAGE 115 115 115 115 115 115 1 115 115 115 115 115 115 115 115 PHASE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SI INGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE ACCESSORIES 1, 2 1, 2 1, 2 2 2 2 1 1, 2 1, 2 1, 2 1, 2 1, 2 1, 2 1, 2 1, 2 CURB SIZE C19.5 C14.5 C14.5 CR22.5 CR22.5 CR22.5 C19.5 14.5 C19.5 C19.5 C19.5 C12 C19.5 C12 C26.5 DAMPER AR16 AR11 AR11 16 11 z' 16 -� 2' 116 �1 2' AR11 AR11 AR16 AR16 AR16 AR8.75 AR16 AR8.75 AR22 ACCESSORIES:1. SOLID STATE SPEED CONTROLLER. 2. MANUFACTURER'S ROOF CURB WITH BACKDRAFT DAMPER. AIR HANDLING UNIT SCHEDULE MARK AHU-1 AHU-2 AHU-3 AHU-4 AHU-5 LOCATION MER 174 MER 141 MER 097 MER 061 MER 066 SIZE 1 1 21 10 21 10 21 FAN AIR FLOW 10,000 5,100 10,900 4,680 9,800 OUTSIDE AIR FLOW 3,000 2,500 2,700 3,350 2,000 TOTAL STATIC PRESSURE 4.85 3.75 4.05 3.20 4.35 FAN TYPE 3 FC FC FC FC FC MOTOR 15 7.5 15 5.0 15 VOLTAGE 460 460 460 460 460 PHASE 3 3 3 3 3 W P'ATIAIC rnu MIN. AREA S.F. 20.8 9.64 20.8 9.64 20.3 MIN. ROWS 2 2 2 2 2 MAX. FINS 95 153 100 146 94 TOTAL HEAT 4 271 138 295 127 266 AIR SP DROP 0.13 0.24 0.15 0.19 0.12 WATER FLOW 27.0 14.0 30.0 13.0 27.0 MAX. PRESS. DROP 0.7 0.2 0.8 0.2 0.7 rAN ING rnu AREA SF 20.8 9.64 20.8 9.64 20.8 ROWS 8 10 8 8 8 FINS 105 111 109 160 93 AIR PRESSURE DROP 0.68 1.05 0.79 1.05 0.66 TOTAL COOLING 1 478 1 278 494 373 397, AIR ENTERING DRY BULB 81.4 85.0 80.4 92.1 79.4 WET BULB 67.7 69.9 67.0 1 76.0 1 66.0 AIR LEAVING DRY BULB 52.5 53.2 52.5 52.5 52.5 WET BULB 52.0 52.5 52.0 52.5 52.0 WATER FLOW 5 68.3 39.8 70.5 54.0 56.6 MAX. WATER PRESS. DROP 10.7 2.8 11.3 4.0 7.7 GII TGRC MIN. FACE AREA (SF) 31 14 31 14 31 THICKNESS 202" 202" 202" 202" 202" FIRST MEDIA MEDIA MEDIA MEDIA MEDIA SECOND CATALYST CATALYST CATALYST CATALYST CATALYST NOTES: 1. BASED ON TRANE CLCH. 2. ASSUMES DIRTY FILTER PRESSURE DROP OF 0.6 IN. WG. 3. PROVIDE INLET GUIDE VANES ON ALL VARIABLE AIR VOLUME UNITS. 4. BASED ON 40' F. ENTERING AIR AND 65' F. LEAVING AIR. 5. BASED ON 43' F. ENTERING WATER AND 57' F. LEAVING WATER TEMPERATURES. SUPPLY AIR DUCTWORK SIZES MAX. AIR QUANTITY CFM OPTIONAL SIZES 140 4xl2 5x10 6x8 8x6 12x4 240 6x12 7x10 9x8 12x6 400 8x12 10x10 12x8 560 10x12 12x10 16x8 720 12xl2 14x10 880 14x12 17x10 1100 16x12 1300 18xl2 1500 20xl2 1650 22x12 1800 24x12 CHILLER SCHEDULE TRANE MOD. N0. CGWD 0 NOMINAL SIZE 30 TO EVAPORATOR MIN. WATER FLOW 39 GP MAX. WATER PRESS. DROP 5 FT TOTAL COOLING (1) 3111,000 3TUH COMPRESSORS QUANTITY MIN. RUN CAPACITY CnNnFNSFR MIN. WATER F OW 42 GPH MAX. WATER RESS. DROP 5 F TOTAL HEATI G (2) 416,000 OTUH ELECTRIC VOLTAGE 460 PHASE 3 MAX. POWER INPUT 35 KIV EER 9.1 NOTES: (1) BASED ON 58' F. ENTERING WATER 42-F LEAVING (2.) BASED ON 25' F. LEAVING WATER., 1057 I_IEAVING PENTHOUSE SC H' DULE MARK PH-2 PH-3 PH-4 PH-5 AIR QUANTITY (cfm) 2500 2700 3350 2000 MAX. AIR P.D. 0.04 0.05 0.05 0.03 LENGTH 25" 25" 40" 25" WIDTH 25" 25" 20" 25" HEIGHT 18" 18" 18" 18" ACCESSORIES 1.,2. 1.,2. 1.,2. 1.,2. GROSS LOUVER AREA (Sf) 12 I 12 i 14 12 i ACCESSORIES: 1. MANUFACTURERS ROOF CURB. 2. INSECT SCREEN. AIR COOLED IF CHILLER SCHEDULE TRANE MOD. NO. RTAA 125 NOMINAL SIZE 125 TON EVAPORATOR MIN. WATER FLOW 300 GPM MAX. WATER PRESS. DROP 23 FT TOTAL COOLING (1) 1,378 MBH COMPRESSORS MIN. N0. OF CIRCUITS 2 RLA (EACH) 101 MIN. RUN CAPACITY 15% CONDENSER MIN. AMBIENT 957 MAX. FAN POWER -� 10 KW ELECTRIC VOLTAGE 460 PHASE 3 MAX. POWER INPUT 135 KW EER 9.5 NOTES: (1.) BASED ON 58' F. ENTERING WATER AND 42' F. LEAVING WATER. PUMP SCHEDULE MARK CHWP-1 CHWP- I HWP-1 HWP-2 I HRP-1(2) SBP-1 BFP-1 SERVICE CHILLED WTR CHILLED tTRI HTNG WTR I HTNG WTR' EAT RECOV. STAND-BY I BOILER TYPE END SUCTION END SUC IONEND SUCTION ND SUCTION ND SUCTION END SUCTION END SUCTIO SIZE (1) 2-1 /2x3xl 1 2-1 /2x,3 11 1 2x2-1/24-1/2 2x2-1/24-1/2 2-1/2x2-1/2x5 I 2-1/2x2-1/2x5 I 2-1/2x2-1/2x5 PUMP WATER FLOW 300 300 230 1 230 60 120 120 TOTAL HEAD 100 100 70 70 15 18 18 MIN. EFFICIENCY 65% 65% 70% 70% 65% 75% 25% MnTnR I SIZE 15 15 7-1/2 7-1/2 3/4 3/4 3/4 VOLTAGE 460 460 460 460 460 460 460 PHASE 3 3 1. 1 3 3 1 3 1 3 3 NOTES: (1) BASED ON PgCO TYPE LF 0 1750 RPM. (2) PUMP IS O RSIZED TO ALLOW STAND-BY EXI14,UST AIR DUCTW RK SIZES MAX. AIR QUANTITY CFM OPTIONAL SI 50 6x4 100 6x6 150 8x6 200 10x6 8x8 250 12x6 9x8 300 14x6 tOx8 400 16x6 12x8 9x10 500 18x6 13x8 10x10 600 20x6 14x8 llx10 700 24x6 17x8 13x10 11x12 800 20x8 1500 12x12 900 22x8 16x10 14xl2 1000 24x8 18x10 15xl2 1200 28x8 20x10 18x12 1400 32x8 24x101 20xl2 1600 36x8 26x10 22x12 1800 30x10 24x12 20x14 2000 32x10 26x12 22x14 TION. DIFFUSER SCHEDULE MARK NECK RANGE CD-1 8" 0-250 10" 251-325 12" j 326-475 14" 476-640 15" 641-735 CR-1 12"xl2" 0-425 22"x22" 426-1400 CE-1 12"x12" 0-425 14"xl4" 426-590 16"x16" 591-800 18"x18" 801-1050 SR-1 8"x6" 0-100 SR-2 16"x6" 101-200 ER-1 8"x6" 0-100 ER-2 14"x6" 101-200 TERMINAL UNIT SCHEDULE AIR SIDE WATER SIDE NOISE CRITERIA 4 HZ MARK SIZE MAX. AIR FLOW MIN. AIR FLOW STATIC PRESS. DROP MIN. ROWS TOTAL HEAT 3 MAX. WATER FLOW MAX. PRESS. DROP DISCHARGE RADIATED 125 250 500 1000 2000 12 250 500 1000 2000 1.1 10 1000 350 .068 2 13.23 2.0 0.22 68 62 59 54 50 63 53 47 41 40 1.2 8 510 179 .04 2 6.77 1.0 0.15 64 59 54 50 47 59 49 42 36 35 1.3 6 350 123 .073 2 4.65 0.5 0.03 64 60 54 50 46 60 50 42 37 35 1.4 7 425 149 .082 2 5.63 1.0 0.15 65 60 55 51 47 60 51 43 38 36 1.5 7 400 140 .072 2 5.29 1.0 0.15 64 59 54 50 46 59 50 42 37 35 1.6 7 500 175 .112 2 6.62 1.0 0.15 64 62 57 53 48 62 52 1 44 39 38 1.7 7 450 158 .092 2 5.97 1.0 0.15 66 61 1 56 52 47 60 51 1 43 38 36 1.8 9 805 282 .082 2 10.66 2.0 0.22 67 61 57 53 49 62 52 45 40 38 1.9 8 550 193 .059 2 7.29 1.0 0.15 64 59 54 50 47 60 50 43 37 36 1.10 8 550 193 .050 2 7.29 1.0 0.15 64 59 54 50 47 60 50 43 37 36 1.11 10 1000 350 .068 2 13.23 2.0 0.22 68 62 59 54 50 63 53 47 41 40 1.12 7 500 175 .112I 2 6.62 1.0 0.15 67 62 57 53 48 62 52 44 39 38 1.13 10 935 327 .059 2 12.36 2.0 0.22 66 61 57 53 49 62 51 46 40 38 1.14 10 999 350 .068 2 13.23 2.0 0.22 68 62 59 54. 50 63 53 47 41 40 f kf * k2.1 10 1050 368 .074 2 13.91 2.0 0.22 F68 62 59 54 50 63 53 47 41 40 2.2 8 600 210 .060 2 7.94 1.0 0.15 60 55.5 51 47.5 61 51 44 38 37 2.3 10 845 296 .049 2 11.19 2.0 0.22 60 56 52 48 61 50 44 39 37 2.4 8 625 219 .064 2 8.28 1.0 0.06 66 61 57 52 48 61 51 44 38 37 2.5 10 950 333 .062 2 12.59 2.0 0.22 67 61 58 53 49 62 52 46 40 39 2.6 5 200 70 .022 1 2.65 1.0 0.15 61 57 50 46 43 57 47 38 33 32 2.7 10 950 333 .062 2 12.59 2.0 0.22 67 61 58 53 49 62 52 46 40 39 2.8 5 200 70 .022 1 2.65 1.0 0.15 61 57 50 46 43 57 47 38 33 32 2.9 12 1450 508 .071 2 19.20 2.5 0.45 61 63 60 60 55 56 53 48 47 45 2.10 9 650 228 .054 2 8.62 1.0 0.06 64 59 54 50 47 60 49 43 38 36 t * # # # # t t s r # s k k # k s k t 3.1 7 385 135 .025 2 5.10 1.0 0.15 60 55 49 45 44 58 49 41 36 34 3.2 9 700 245 .063 2 9.26 1.0 0.06 65 60 55 51 48 60 50 43 38 36 3.3 5 260 91 .038 1 3.44 2.0 1.27 63 60 53 49 45 59 49 40 35 34 3.4 7 440 154 .091 2 5.82 1.0 0.15 66 61 56 52 47 61 51 43 35 33 3.5 9 660 231 .056 2 8.73 1.0 0.06 64 59 54 50 47 60 49 43 38 36 3.6 10 1000 350 .068 2 13.23 2.0 0.22 68 62 59 54 50 63 53 47 41 40 3.7 7 400 140 .072 2 5.29 1.0 0.15 64 59 54 50 46 59 50 42 37 35 3.8 7 500 175 .112 2 6.62 1.0 0.15 67 62 57 53 48 62 52 44 39 38 3.9 7 400 140 .072 2 5.29 1.0 0.15 64 59 54 50 46 59 50 42 37 35 3.10 6 280 98 .047 2 3.7 0.5 0.03 61 57 51 47 44 57 47 39 34 32 3.11 5 200 70 .022 1 2.65 1.0 0.15 61 57 50 46 43 57 47 38 33 32 3.12 4 120 42 .005 1 1.59 0.5 0.11 59 55 47 43 42 55 45 35 30 29 3.13 7 500 175 .112 2 6.62 1.0 0.15 67 62 57 53 48 62 52 44 39 38 3.14 6 360 126 .073 2 4.76 0.5 0.03 64 60 54 50 46 60 50 42 37 35 3.15 7 400 140 .072 2 5.29 1.0 0.15 64 59 54 50 46 59 50 42 37 35 3.16 8 590 207 .058 2 7.82 1.0 0.15 65 60 55 51 47 61 51 44 38 37 3.17 5 200 70 .022 1 2.65 1.0 0.15 61 57 50 46 43 57 47 38 33 32 3.18 7 500 175 .112 2 6.62 1.0 0.15 67 62 57 53 48 62 52 44 39 38 3.19 7 400 140 .072 2 5.29 1.0 0.15 64 59 54 50 46 50 42 37 35 3.20 4 150 53 .007 1 2.00 1.0 0.37 61 58 51 46 44 48 38 33 32 3.21 7 430 151 .084 2 5.71 1.0 0.15 65 60 55 51 47 F60 51 43 38 36 3.22 6 360 126 .073 2 4.76 0.5 0.03 64 60 54 50 46 50 42 37 35 3.23 10 930 326 .059 2 12.32 2.0 0.22 67 61 57 53 49 51 46 40 38 5.1 7 400 140 .072 2 5.29 1.0 0.15 64 59 54 50 46 59 50 42 37 35 5.2 6 350 123 .073 2 4.65 0.5 0.03 64 60 54 50 46 60 50 42 37 35 5.3 8 630 221 .065 2 8.35 1.0 0.06 61 51 44 38 37 61 51 44 38 37 5.4 7 500 175 .112 2 6.62 1.0 0.15 67 62 57 53 48 62 52 44 39 38 5.5 12 1100 385 .037 2 14.55 2.0 0.29 53 50 44 44 41 53 50 45 44 42 5.6 7 460 161 .096 2 6.09 1.0 0.15 66 61 56 52 47 60 51 43 38 36 5.7 8 595 208 .060 2 7.86 1.0 0.15 65 60 56 51 48 61 51 44 38 37 5.8 5 225 79 .029 2 2.99 0.5 0.03 62 58 51 47 44 58 48 39 34 33 5.9 7 395 138 .071 2 5.22 1.0 0.15 64 59 54 50 46 59 50 42 37 35 5.10 7 420 .081 2 5.56 1.0 0.15 65 60 55 51 47 60 51 43 38 36 5.11 5 280 .044 2 3.7 0.5 0.03 64 61 55 50 46 60 50 41 36 35 5.12 9 800 V282 .082 2 10.66 2.0 0.22 67 61 57 53 49 62 52 45 40 38 5.13 10 940 .061 2 12.44 2.0 0.22 67 61 57 53 49 62 51 46 40 38 5.14 8 600 .068 2 7.94 1.0 0.15 65 60 56 51 48 59 48 42 37 35 5.15 10 1000 350 .068 2 13.23 2.0 0.22 68 62 59 54 50 63 53 47 41 40 HOT WATER COIL SCHED 'L-E TAG MANUFACTURER TYPE WIDTH HEIGHT FACE AREA ROWS FINS /FT FLOW RATE (CFM) MAX PRESS DROP CAPACITY MBH ENTERING D.B. TEMP LEAVING D.B. TEMP FLOW RATE (GPM) HEAD LOSS ENT WATER TEMP LV WATER TEMP 4.1 TRANE ST 6" 12" 0.5 2 150 330 .47 9.2 55 81 1 .23 125 105 4.2 TRANE ST 6" 18" .75 1 2 150 600 .64 18 1 55 82 1.8 .75 125 105 4.3 TRANE ST 6" 18" .75 1 2 150 600 .64 18 55 82 1.8 .75 125 105 4.4 TRANE ST 6" 18" .75 2 150 600 .64 18 55 82 1.8 .75 125 105 4.5 TRANE ST 6" 18" .75 2 150 550 .56 17 55 83 1.7 .69 125 105 4.6 TRANE ST 6" 24" 1 2 150 900 .78 27 55 83 2.7 1 1.8 125 105 4.7 TRANE ST 6" 18" .75 2 150 600 .64 18 55 82 1.8 .75 125 105 4.8 TRANE ST 6" 18" .75 2 110 500 .38 14 55 1 80 1.4 .47 125 105 Sims wilkersonjEn i , Inc. 800 South Orlando AvenS ' e 0 Maitland, Florida 32751-7(407)645-1568 FAX(407)645-23�.0� 92052 0 3 1,.i d a O �C: Ld U yyr W °• o Y N kv u.= >N 3 04 m 'i wn N I � V' K 't � I � P i SHEET NUMBER M-14 OF w SCHEDULE OF HELIPORT LIGHTING EQUIPMENT " ND LAMPS TYPE MANUFACTURER CATALOG NUMBER ANTI Y DESCRIP dON MOUNTING I NOTE PL CROUSE-HINDS 40943-Y-116-14 116A21/TS (1) TYPE ER HELIPOR IN -GROUND 1,4 WC CROUSE-HINDS WC-18-44481-D-S- 120V. 150A. CL 4 116A21/TS (1) LIGHTED W OBSTFWCTION jnND CONE LT ANCHOR BASE 2,4 GENERAL NOTES: 1. PVC CONDUITS FOR FPL PRIMARY CABLE ARE FURNISHED BY FPL AND INSTALLED UNDER THIS CONTRACT. INSTALL PER FPL REQUIREMENTS. 2. FPL TRANSFORMER PAD IS FURNISHED BY FPL AND INSTALLED UNDER THIS CONTRACT. 3. SITE LIGHTING CRITERIA IS 2.0 FC AVG. MAINTAINED, 6/1 AVG.-MIN. UNIFORMITY RATIO. 4. PROVIDE OWNER WITH TWELVE (12) SPARE LAMPS OF EACH TYPE FOR HELIPORT LIGHTING AT COMPLETION OF PROJECT. SCHEDULE NOTES: 5. CONDUIT AND RING FOR GASOLINE OISPENSIN AND CONICROLPROVIDE JUNCTI N BOX WITH (2) 1 IN. CONDUIT HUBS ON BOTTOM. AND FOR FUEL':'I ONITORING SYSTEMS SHALL B PROVIDED LIND83OX N0. 7609, OVER NO. 7805. PROVIDE REDUCING BUSHINGS DIVISION 15 AN SHALL COMPLY WITH DIVISION 16 REQUIREMENTER 3/4 IN. PV CONDUIT. POWER CIRCUIT TO THE FUEL TANK EQUIPMENT AND TO J211E FVIDE (4) 3/ IN. x 28 IN. GALVINIZED ANCHOR BOLTS. DISPENSER SH BE PROVIDED UNDER DIVISION 16. SLA I TO FACP SLA "ML \)%,TO FACP NOTES: 01 (2) #10, (1) #10 GND. IN 1" C. 02 (7) #12, (1) #12 GND. IN 1" C. TO DESK SERGEANTS CONSOLE FOR GATE CONTROL AND STATUS. COOR- DINATE EXACT QUANTITY OF WIRES WITH GATE CONTRACTOR. Q3 FOREWARD THROW OPTICS ® TYPE III OPTICS 03 PROVIDE IN GROUND PULL BOX © PROVIDE 1 INCH CONDUIT SPARE. STUB NEXT TO DESK SERGENTS SWITCH BOARD. CAP AND STAKE LOCATION NEXT TO CARD READER. Q7 DRIVE 10 FOOT GROUND ROD AND BOND BOTH LIGHTING FIXTURES. ® PROVIDE GROUND AND BOND GATE POST BOTH SIDES OF POWER GATE OPENING. (TYPICAL) Q PROVIDE GROUND ROD AND BOND TO EQUIPMENT GROUNDING CONDUCTOR. —c C H/1-11,13 VIA �r CONTACTOR "a"/ H/1-7,9 VIA — CONTACTOR "o" TO TELEPHONE ROOM. II M a, Q1 ........I FPL TRANSFORMER =3,5 VIA TACTOR SLAP" Ic l CA j z 1 r; I .............I 11 PROVIDE CONCRETE FOUNDATION (TYP) I° SEE DETAIL SLA E-13 - �............. . . II 1 I / FOR LOCATION, SEE 4 4t yy t ti K� ° • . "�• • ••" •� ••" a.c'`gfi;td, ,..: r�'m�yi"i,,ei;mlk�l r. 6 • •' • ' • ELECT D i(CDAIL SITE —_PLAN - -- T.l._.._._:._.'.J.._.._.._.._.._.._..:_.._.._.._.._.l_.J- ELECTRICAL SYMBOL LIST NOTE: NOT ALL SYMBOLS MAY BE USED FA✓ -DENOTES FIXTURE TYPE O FLUORESCENT LIGHTING FIXTURE (SEE FIXTURE SCHEDULE) OINCAN, FLUOR. OR HID LIGHTING FIXTURE CEILING RECESSED (SEE FIXTURE SCHEDULE) OFLUORESCENT OR HID LIGHTING FIXTURE WALL MOUNTED (SEE FIXTURE SCHEDULE) ® FLUORESCENT LIGHTING FIXTURE W/ EMERG. BATTERY PACK PL DOWN LIGHT / WALL WASH ®EXIT LIGHT, CEILING MTD SOLID QUADRANT INDICATES FACE e GND. TYPE SIMPLEX RECEPT. 120V-20A (18 IN. AFF) GND. TYPE DUPLEX RECEPT. 120V-20A (18 IN. AFF) D - DEDICATED PHASE AND NEUTRAL CONDUCTOR BACK TO PANEL GFI - GROUND FAULT TYPE IG - ISOLATED GROUND TYPE WP - WEATHERPROOF ENCLOSURE GND. TYPE DUPLEX RECEPT. 120V-20A MOUNTED ABOVE COUNTER SEE ARCH. DWGS. FOR EXACT LOCATION. GND. TYPE QUADPLEX RECEPT. 120V-20A (18 IN. AFF) 00 DIMMER SWITCH (48 IN. AFF) LUTRON MODEL No. NT600P a - LUTRON MODEL No. NT-600 b - LUTRON MODEL No. NT-1000 c - LUTRON MODEL No. NT-1500 S S.P.S.T. SWITCH (48 IN. AFF) MRS MOTOR RATED SWITCH S3 S4 SWITCH, 3,4 - WAY (48 IN. AFF) SaSb S.P.S.T. SWITCHES, SUBSCRIPT INDICATES SEPARATE SWITCHING SEQUENCE Sm MANUAL STARTER (48 IN. AFF) Sp S.P.S.T. SWITCH WITH PILOT LIGHT HASH MARKS INDICATE NUMBER OF CONDUCTORS (#12 AWG UNLESS OTHERWISE NOTED) 2 LINE, 1 NEUTRAL. ALL CONDUITS SHALL HAVE A #12 GND. WIRE UNLESS OTHERWISE NOTED ALL CONDUIT NOT SHOWN WITH HASH MARKS SHALL BE ASSUMED TO HAVE #12 AWG CONDUCTORS. CONDUIT ROUTED UNDERGROUND ®I COMBINATION MOTOR STARTER/DISC. (601N. TO TOP) 15❑J DISCONNECT SWITCH, SIZE NOTED IN.NFIN. - NON FUSED (601N. TO TOP) MAGNETIC MOTOR STARTER moo (SIZE NOTED) (601N. TO TOP) © ENCLOSED CIRCUIT BREAKER ELECTRICAL PANEL BOARD ELECTRIC METER 3O REFERENCE NOTE NOTATION O JUNCTION BOX © PHOTOCELL MOTOR - SEE MOTOR CONNECTION SCHEDULE p TELEPHONE OUTLET (18 IN. AFF) TELEPHONE/DATA CABLE JUNCTION BOX WITH 1 INCH CONDUIT STUBBED TO CEILING SPACE W = WALL MTD (54 IN. AFF) CAN OUTLET (18 IN. AFF) [fl F/A PULL STATION (48 IN. AFF) F/A STROBE & SPEAKER. WALL MOUNTED 6 FT.-8 IN. AFF OR 0 FT.-6 IN. BELOW CEILING, WHICHEVER IS LOWER © F/A STROBE. WALL MOUNTED 6 FT.-8 IN. AFF OR 0 FT.-6 IN. BELOW CEILING WHICHEVER IS LOWER. Q HEAT DETECTOR SMOKE DETECTOR D� DUCT SMOKE DETECTOR RO REMOTE INDICATOR & TEST SWITCH FAN SHUT DOWN RELAY FIRE ALARM CONTROL PANEL b FLOW SWITCH b TAMPER SWITCH @H KEY PAD -OUTLET BOX WITH 3/4" C. TO CEILING SPACE CR CARD READER -OUTLET BOX WITH 3/4" C. TO CEILING SPACE OL I LAW ENFORCEMENT TV OUTLET lS CABLE TRAY - �II GROUND ROD -I1 Sims Wilkerson Engine cri g� �ac. 44 r� 800 South Orlando Avenue, Suite I" ��� 6 Maitland, Florida 32751-5827 (407)845-1588 FAX(407)645-2999 920 22 J W o . Of o� cr w a (sue w m N_ fill 10 I N< D a NI n 0 N " me�awFr:.s�i, msa 0 "' IJ aN� O E CO 01 4 Wv �'^SfiR Ir.v a SHEET 1 NUMBER 1 OF Z� } f 4" •. ` di`'+�3"�} ta(," Y*�T'S3 eaC xrsG... ,'da . .e (1t5'rsa{ „re � `�i 4 �. s- ..l'rC Y iVN'i b y:I �, ]YV;W rs2° F �C1 F. µ. 5 I' L• SSR I , WN A F-k-I a M EL] I Me LLJ LLJ U a 'I v 44 �4*1� X1 c V 'P-;?3 ; ^ :6" SECRE11R',"NT X1 X1 30 —i X1 11.39 -10 T.1 DEIEC'TIVES T, HVAC I 1; X1 X2 i H-r-f.. 5 - --.KE I -, i I I il�. CH CK H/3-3 C -, -5 H/3-11 FK J LbJ' u ul FH Xt PAf H/3-113 H/3 ; 1 AZ- EWr- F X-4 F—,.! I X1 tas S RYINU L"M ERVISOR a R.71 M ECU CLERKS FS—HE—E-T—E---21 FLOOR PLAN CENTER - LIGHTING FG (4) GANG COVER PLATE S1 SWITCH QUAIL NOT TO SCALE ,jFAffgjKW LUMINOUS CEILING DETAIL NOT TO SCALE H/1-15 VIA CONTACTOR FL ; ' Swb Sw, FL PANEL "L/5-- ............ ...... . FL/ :F FP SW P i 7 ............ - .... .................................. SW "d" FIR FIR 2 R1 FR 2 FR1 E-3 .............................. .............. H/3-19 GENERAL NOTES: r 77 1. ALL LIGHTING FIXTURES ON THIS SHEET ARE TYPE "I'A" AND "FB" (BATTERY PACK) UNLESS NOTED OTHERWISE. ----- --- 2. ALL EXIT LIGHTS SHALL BE CIRCUITED TO UNSWITCHED LEG OF THE CIRCUIT SHOWN. JJr 3. FOR EXACT FIXTURE LOCATION, SEE ARCH- ITECTURAL REFLECTED CEILING PLAN. 4. CONTRACTOR SHALL RUN ALL RIGID CONDUIT LOCATED IN THE CEILING SPACE ON THE TOP i-2 H SIDE OF THE BOTTOM CHORD OF THE JOIST. 3 FX-1 5. AT THE CONTRACTOR'S OPTION, HOMERUNS FROM LIGHTING CIRCUITS MAY BE GROUPED AS MULTI -WIRE BRANCH CIRCUITS WITH A COMMON NEUTRAL. &R wo R" IS FC FC w! P. LL PLAN NOTES: 3-GANG JUNCTION BOX WITH FACEPLATE FOR (2) DIMMERS. FINS SHALL NOT BE BROKEN. 3-WAY LIGHT SWITCH SHALL BE IN SEPERATE SINGLE GANG JUNCTION BOX. Jai MIECHJELECT FG (DOUBLE Jill IiKl il ECU I r n7l M:r.- 1�.VILM H/3-5 I X1 TX1111\ 121 LDB3Y I SC")T: S G L --1 - CH L:X' M V) 0 Li tn C) ul 0 0 A,+ LL, Pq w U) z D U) 0 N Sims Wilkerson Engineering, Inc. 800 South Orlando Avenue, Suite 150 Maitland, Florida 32751-5627 (407)645-1566 FAX(407)645-2399 92052 SHEET NUMBER E-3 OF l 1 .4 ✓ , . ^1"a Via'€-.. oR. � r #rv� �aadGA e'� ,._ .,. a J!> m �WE I '0210 1 W.All"aIrm, M M it 4 Ai�"`.e ��vv xFy`R kw fix° # 'i :oll r f: s. I r� i „ry s im r� p L/6-37 j 114W BR'EAX T. & M f S� Y.Y. SET ....W T ....... POWER & SYSTEMS REFERENCE NOTES: 01 THERMOWELD #2 COPPER TO FOOTING REBAR AND RUN THROUGH PVC SLEEVE INTO IN -GROUND PLASTIC BROOK' BOX FOR ANTENNA STRUCTURE GROUNDING. COIL 6 FT. OF GROUNDING CONDUCTOR IN BOX FOR FUTURE CON- NECTION BY OWNER. Q2 RUN 1-1/2" RIGID STEEL CONDUIT ABOVE CEILING AND STUB -OUT THROUGH WALL 12-16 IN. FOR ANTENNA CABLE. KICK STUB -OUT DOWNWARD 20't TO PROVIDE DRIP PROTECTION. INSTALL INSULATED BUSHING ON EACF END OF CONDUIT. BOND CONDUIT TO STRUCTURAL STEEL AT INSIDE OF WALL PENETRATION. 03 NOT APPLICABLE ON THIS SHEET. ®COORDINATE RECEPTACLE LOCATION WITH PLUMBING CONTRACTOR SO THAT RECEPTACLE IS ACCESSIBLE AND LOCATED BEHIND ELECTRIC WATER COOLER. 05 (6) #10, (1) #12 GND. - 1" C. WP GFI K_9 r j DEO ` RDDM 1 ....... ... PR CL'S. ... �K[;a -DYES L/4-38 EVIDENCE STORAGE /(J EF-1 L/4-45 L/4-43 STARTER-- � L/4-34 L AHU-1 i= "dARGGTICS GFI 60 c 85 6 CLERKS (; r' L/4-2 S �- .....� L/4-4 l N IT (TYP) TELE-POWER POLE (TIP) V TERMINAL I5 H N' tN L/4-is� L/4-8 L/4-6, _ SEE NOTE 8> L/4-1Q_ 2 L vA . S' ❑:d FYIRE CRIS S ;'RF:G= L/4-16 10R CASE RIE rl� RDOM C::LE" L/4-20 L/4-18 li�7] tN?..RV:E�,,r . _94 BR --"AK 4-22 31,33,45 - 12 L/4-25,27,29 11 L/4-19,21,23 76 �p ! i 8 II LT. I AOIAJ.0 : ESP, FLOOR II4 WE1 VIE SYSTEMS x SCALE: 0%8 = 11'--13°` - 0 z go ' T, P _._ .IrS L/4 27,9,11 L/4-13,15,1 39 --P� GFI P WER & SYSTEMS PLAN GENERAL NOTES: AT CONTRACTOR'S OPTION, HOMERUNS FROM GENERAL PURPOSE RECEPTACLES MAY BE GROUPED AS MULTI -WIRE BRANCH CIRCUITS WITH COMMON NEUTRAL. CIRCUITS SHOWN GROUPED ON THE PLANS, SHALL BE INSTALLED AS SHOWN. DEDICATED OUTLETS IDENTIFIED BE "D" SHALL NOT BE CIRCUITED WITH OTHER OUTLETS. 2. LOCATIONS OF CONTROL EQUIPMENT AND OUTLETS IN MECHANI- CAL ROOMS AS SHOWN ARE APPROXIMATE. COORDINATE WITH DIV. 15 FOR REQUIRED LOCATION PRIOR TO ROUGH -IN. MAINTAIN CLEARANCES REQUIRED BY NEC 110-16. THE 5 FOOT RULE IN NOTE 4 BELOW DOES NOT APPLY IN THIS CASE. 3. LOCATIONS AND ELEVATIONS OF OUTLETS AT CASEWORK, LAVA- TORIES AND COUNTER AS SHOWN ARE APPROXIMATE. COORDINATE WITH ARCHITECTURAL PLANS AND OTHER TRADES PRIOR TO ROUGHING -IN. 4. THE OWNER OR ARCHITECT SHALL HAVE THE RIGHT TO REQUIRE THAT ANY RECEPTACLE OR OTHER POWER OUTLET SHOWN ON THE DRAWINGS BE LOCATED WITHIN 5 FT. OF THE LOCATION SHOWN, WITHOUT ADDITIONAL COST TO THE OWNER, IF SUCH DIRECTION IS GIVEN PRIOR TO ROUGH -IN OF THE OUTLET. 5. UNLESS OTHERWISE NOTED, TELEPHONE/DATA AND T.V. OUTLETS SHALL BE STUBBED TO ABOVE THE CEILING WITH 1 IN. CONDUIT. NO OUTLET BOX PLATES ARE REQUIRED. JACKS, PLATES AND WIRING PROVIDED BY OWNER. 6. THE OWNER OR ARCHITECT SHALL HAVE THE RIGHT TO REQUIRE THAT AND TELEPHONE/DATA OUTLET OR T.V. OUTLET SHOWN ON THE DRAWINGS BE LOCATED ANYWHERE IN THE SPACE WITHOUT ADDITIONAL COST TO THE OWNER IF SUCH DIRECTION IS GIVEN PRIOR TO ROUGH -IN OF THE OUTLETS. 7. OUTLET BOXES FOR THERMOSTATS AND HUMIDISTAT5 SHOWN ON MECHANICAL PLANS SHALL BE INSTALLED UNDER DIV. 16. PROVIDE 3/4 IN. CONDUIT STUBBED TO CEILING SPACE FOR EACH BOX. SEPARATE BOXES ARE REQUIRED FOR THERMOSTAT AND HUMI- DISTAT WHERE BOTH ARE SHOWN IN SAME LOCATION. COORDINATE WITH DIV. 15. FOR EXACT LOCATION PRIOR TO ROUGH -IN. 8. PROVIDE "TELE-POWER" POLE FOR POWER, TELEPHONE AND DATA CONNECTIONS TO MODULAR OFFICE PARTITIONS. POLE SHALL BE WIREMOLD SIMILAR TO 30TD-4 EXCEPT BLANK. PROVIDE (2) TWO G3010C JUNCTION BOXES AT TOP FOR POWER WIRING AND TELE- PHONE/DATA CABLES. PROVIDE (2) TWO G3046GF JUNCTION BOXES AND MAKE FLEXIBLE METAL CONDUIT CONNECTION TO MOD- ULAR FURNITURE. COORDINATE LOCATION OF POLES WITH FURNI- TURE REQUIREMENTS AND CEILING OBSTRUCTIONS. VERIFY FINISHED CEILING HEIGHT WITH LENGTH OF POLE REQUIRED. 9, CONTRACTOR SHALL RUN ALL RIGID CONDUIT LOCATED IN THE CEILING SPACE ON THE TOP SIDE OF BOTTOM CHORD OF THE JOISTS. 10.BOTTOM OF CABLE TRAY SHALL BE MOUNTED AT +9'-6" AFF, EYCEPT R001k,15 125° 4 183 (DETECTIVES) SHALL 5E vC)UN T GD AT +I D'-tc i 0 oU) O W � r� U K W_ �a U rn V+ W �N m U W Ln Ir Qo oa N SHEET NUMBER Sims Wilkerson Engineering, Inc. E-7 800 South Orlando Avenue, Suite 150 OF Maitland, Florida 32751-5627 (407)845-1568 FAX(407)845-2399 92052 1 Y -2"; Off, ag .. L/MNINC H 2 .. �00td` i 3 i J C-C© U T ;STUBBED OUT 11 )tRCRfl FQfZ LETV CABLE. �I RISER RAM SHEET E-15. ,3-13 H L (In OFX-1 7 EI ESLESfS"N�Ay` ' DET'EC'fI'✓ES IDENTIFICATION TARTER L/3-43 L/3-4t 15 11 1 SR JE HIDUSE CHECK AUXii..1AR` SCALE 1 1/8' = F-0' GENERATOR ANN.UNI!ATOR 055 STDR. CABLE TRAY (TYPICAL) L/5- L/5-41 9E] HAIL =96 I RE L/5-4 L — ... , ;.; . �ov� BOLLARD WITCH BD TAc.Y ' S 77 /5-31 E -12 L/5-37 1 R t R S 09+ WARRANTS 189 j S-OT, 0192 1 L/5-6 rs,q Li JUNCTION BOX FOR INTERCOM SPEAKER AND CALL. BUTTON. POWER & SYSTEMS PLAN GENERAL NOTES: WP 1. AT CONTRACTOR'S OPTION, HOMERUNS FROM GENERAL PURPOSE GFI RECEPTACLES MAY BE GROUPED AS MULTI -WIRE BRANCH CIRCUITS WITH COMMON NEUTRAL. CIRCUITS SHOWN GROUPED ON THE PLANS, SHALL BE INSTALLED AS SHOWN. DEDICATED OUTLETS j IDENTIFIED BE "D" SHALL NOT BE CIRCUITED WITH OTHER OUTLETS. 2. LOCATIONS OF CONTROL EQUIPMENT AND OUTLETS IN MECHANI- CAL ROOMS AS SHOWN ARE APPROXIMATE. COORDINATE WITH DIV. 15 FOR REQUIRED LOCATION PRIOR TO ROUGH -IN. MAINTAIN CLEARANCES REQUIRED BY NEC 110-16. THE 5 FOOT RULE IN 7 NOTE 4 BELOW DOES NOT APPLY IN THIS CASE. 3. LOCATIONS AND ELEVATIONS OF OUTLETS AT CASEWORK, LAVA- TORIES AND COUNTER AS SHOWN ARE APPROXIMATE. COORDINATE WITH ARCHITECTURAL PLANS AND OTHER TRADES PRIOR TO ROUGHING -IN. 4. THE OWNER OR ARCHITECT SHALL HAVE THE RIGHT TO REQUIRE THAT ANY RECEPTACLE OR OTHER POWER OUTLET SHOWN ON THE ( DRAWINGS BE LOCATED WITHIN 5 FT. OF THE LOCATION SHOWN, WITHOUT ADDITIONAL COST TO THE OWNER, IF SUCH DIRECTION IS GIVEN PRIOR TO ROUGH -IN OF THE OUTLET. 5. UNLESS OTHERWISE NOTED, TELEPHONE/DATA AND T.V. OUTLETS SHALL BE STUBBED TO ABOVE THE CEILING WITH 1 IN. CONDUIT. NO OUTLET BOX PLATES ARE REQUIRED. JACKS, PLATES AND WIRING PROVIDED BY OWNER. i 6. THE OWNER OR ARCHITECT SHALL HAVE THE RIGHT TO REQUIRE THAT AND TELEPHONE/DATA OUTLET OR T.V. OUTLET SHOWN ON THE DRAWINGS BE LOCATED ANYWHERE IN THE SPACE WITHOUT ADDITIONAL COST TO THE OWNER IF SUCH DIRECTION IS GIVEN PRIOR TO ROUGH -IN OF THE OUTLETS. 7. OUTLET BOXES FOR THERMOSTATS AND HUMIDISTAT5 SHOWN ON MECHANICAL PLANS SHALL BE INSTALLED UNDER DIV. 16. PROVIDE 3/4 IN. CONDUIT STUBBED TO CEILING SPACE FOR EACH BOX. SEPARATE BOXES ARE REQUIRED FOR THERMOSTAT AND HUMI- DISTAT WHERE BOTH ARE SHOWN IN SAME LOCATION. COORDINATE WITH DIV. 15. FOR EXACT LOCATIONS PRIOR TO ROUGH -IN.. b 8. PROVIDE "TELE-POWER" POLE FOR POWER, TELEPHONE AND DATA CONNECTIONS TO MODULAR OFFICE PARTITIONS. POLE SHALL BE WIREMOLD SIMILAR TO 3OTD-4 EXCEPT BLANK. PROVIDE (2) TWO G3010C JUNCTION BOXES AT TOP FOR POWER WIRING AND TELE- PHONE/DATA CABLES. PROVIDE (2) TWO G3046GF JUNCTION BOXES AND MAKE FLEXIBLE METAL CONDUIT CONNECTION TO MOD- ULAR FURNITURE. COORDINATE LOCATION OF POLES WITH FURNI- TURE REQUIREMENTS AND CEILING OBSTRUCTIONS. VERIFY FINISHED CEILING HEIGHT WITH LENGTH OF POLE REQUIRED. 9. CONTRACTOR SHALL RUN ALL RIGID CONDUIT LOCATED IN THE j CEILING SPACE ON THE TOP SIDE OF BOTTOM CHORD OF JOISTS. 10.80TTOM OF CABLE TRAY SHALL BE MOUNTED AT +9'-6" AFF. WP GFI Ma �::9 vi:hE 'A_.A` O N w 3 x x i m m w z w 3 Y U K 2 0 U N w N W' 5 w 0 Q 0_ 0 N 0 M W ir W a U Q_ 0 '^ W F, U W Z� �N ULaM W N� N �a0 N V Z Q J m� W Q In ZO O� mQ I 1 Cn 5Z L OLD Q Cn LL m L fr W CO 1 SHEET NUMBER y' '{� r,� Sims Wilkerson Engineering, Inc. E-8 i� t I 800 South Orlando Avenue, Suite 150 OF � Maitland, Florida 32751-5627 (407)545-1566 FA%(407)645-2999 92052 f WP GFI d vS i,i 3 x x co m w Y Q W 0 U 'T N CV W Q W 0 K O(L' 6. 1- POWER & SYSTEMS PLAN GENERAL NO 'A 1. AT CONTRACTOR'S OPTION, HOMERUNS FROM GENERAL PURPOSE u, RECEPTACLES MAY BE GROUPED AS MULTI -WIRE BRANCH CIRCUITS WITH COMMON NEUTRAL. CIRCUITS SHOWN GROUPED ON THE ca PLANS, SHALL BE INSTALLED AS SHOWN. DEDICATED OUTLETS IDENTIFIED BE "D" SHALL NOT BE CIRCUITED WITH OTHER OUTLETS. 2. LOCATIONS OF CONTROL EQUIPMENT AND OUTLETS IN MECHANI- CAL ROOMS AS SHOWN ARE APPROXIMATE. COORDINATE WITH V, W DIV. 15 FOR REQUIRED LOCATION PRIOR TO ROUGH -IN. MAINTAIN v, CLEARANCES REQUIRED BY NEC 110-16. THE 5 FOOT RULE IN NOTE 4 BELOW DOES NOT APPLY IN THIS CASE. 3. LOCATIONS AND ELEVATIONS OF OUTLETS AT CASEWORK, LAVA- TORIES AND COUNTER AS SHOWN ARE APPROXIMATE. COORDINATE N WITH ARCHITECTURAL PLANS AND OTHER TRADES PRIOR TO m m a ROUGHING -IN. W V w"q o ir 4. THE OWNER OR ARCHITECT SHALL HAVE THE RIGHT TO REQUIRE THAT ANY RECEPTACLE OR OTHER POWER OUTLET SHOWN ON THE i'^ DRAWINGS BE LOCATED WITHIN 5 FT. OF THE LOCATION SHOWN, Q o WITHOUT ADDITIONAL COST TO THE OWNER, IF SUCH DIRECTION C11 IS GIVEN PRIOR TO ROUGH -IN OF THE OUTLET. u, 5. UNLESS OTHERWISE NOTED, TELEPHONE/DATA AND T.V. OUTLETS SHALL BE STUBBED TO ABOVE THE CEILING WITH 1 IN. CONDUIT. NO OUTLET BOX PLATES ARE REQUIRED. JACKS, PLATES AND WIRING PROVIDED BY OWNER. 6. THE OWNER OR ARCHITECT SHALL HAVE THE RIGHT TO REQUIRE THAT AND TELEPHONE/DATA OUTLET OR T.V. OUTLET SHOWN ON THE DRAWINGS BE LOCATED ANYWHERE IN THE SPACE WITHOUT ADDITIONAL COST TO THE OWNER IF SUCH DIRECTION IS GIVEN PRIOR TO ROUGH -IN OF THE OUTLETS. 7. OUTLET BOXES FOR THERMOSTATS AND HUMIDIS77A75 SHOWN ON MECHANICAL PLANS SHALL BE INSTALLED UNDER DIV. 16. PROVIDE 3/4 IN. CONDUIT STUBBED TO CEILING SPACE FOR EACH BOX. SEPARATE BOXES ARE REQUIRED FOR THERMOSTAT AND HUMI- DISTAT WHERE BOTH ARE SHOWN IN SAME LOCATION. COORDINATE WITH DIV. 15. FOR EXACT LOCATIONS PRIOR TO ROUGH -IN.. 8. PROVIDE "TELE-POWER" POLE FOR POWER, TELEPHONE AND DATA Q CONNECTIONS TO MODULAR OFFICE PARTITIONS. POLE SHALL BE WIREMOLD SIMILAR TO 30TD-4 EXCEPT BLANK. PROVIDE (2) TWO G3010C JUNCTION BOXES AT TOP FOR POWER WIRING AND TELE- PHONE/DATA CABLES. PROVIDE (2) TWO G3046GF JUNCTION BOXES AND MAKE FLEXIBLE METAL CONDUIT CONNECTION TO MOD- ULAR FURNITURE. COORDINATE LOCATION OF POLES WITH FURNI- TURE REQUIREMENTS AND CEILING OBSTRUCTIONS. VERIFY w FINISHED CEILING HEIGHT WITH LENGTH OF POLE REQUIRED. 1 Q 9. CONTRACTOR SHALL RUN ALL RIGID CONDUIT LOCATED IN THE 0 CEILING SPACE ON THE TOP SIDE OF BOTTOM CHORD OF JOIS, rS. Z Orr BOTTOM OF CABLE TRAY SHALL BE MOUNTED AT +9'-6" AFF. O 0 WP � GFI MATCH LINE "B-B" �r 1 7� � w Q J LL LL CE T� V , SHEET i NUMBER Sims Wilkerson Engineering, Inc. E-g l \ 800 South Orlando Avenue, Suite 150 OF Maitland, Florida 32751-5627 (407)645-1566 FAX(407)645-2399 92052 i1 WP GFI U /L-10 HWRP-1 _,,#" U/L-17 U /L-10 .......:.. #7 z'" p MCC-B4 MCC-B5 — MCC �-B6 �__ -(8) T04Z4II I u PANEL U/L FXFMR U /L-- 22 U/L-21 MCC-1 CH-2 11 EMERGENCY ENGINE GENERATOR O GENERATOR EMERGENCY BREAK GLASS STOP STATION. 6'-6'" A.F.G. DAY UfL� CONNECT POWER—� TO FUEL. TAN K MONITORING PAWEL X_ VtI F UA-12 UTILITY BLDG. POWER PLAN NOTES: 11 GENERATOR POWER LEADS TO TRANSFER SWITCH. SEE POWER RISER DIAGRAM. 2O ALARty� LEADS FROM DAY TANK. SEE GENERATOR ALARM AND CONTROL RISER. O3 ALARA LEADS TO REMOTE ANNUNCIATOR. SEE GENERATOR ALARM RISER. START CIRCUIT LEADS TO TRANSFER SWITCH. SEE GENERATOR ALARM AND CONTROL RISER. 5O BLOCK HEATER CIRCUIT TO PANEL U/L, CIRCUIT 6 & 8, (2) #10, (1) #10 GND. IN 3/4" C. © EMERGENCY STOP CIRCUIT TO OUTSIDE EMERGENCY STOP STATION. (2) #14 IN 1/2" C. 70 VERIFY WITH GENERATOR SUPPLIER THE EXACT LOCATION OF ELECTRICAL STUB -UPS FOR ENGINE GENERATOR SET AND DAY TANK PRIOR TO ROUGH -IN. ® MOTOR FEEDER$ AND CIRCUITS TO PUMP MOTOR DISCONNECTS AND CHILLERS SHALL BE RUN UNDER SLAB IN RIGID STEEL CONDUIT, UNLESS OTHERWISE IKNDICATED. TRANSFORMER "T- Y. SEE TRANSFORMER SCHEDULE. 10 PROVIDE 4 INCH HOUSEKEEPING PAD. 11 INSTALL 5/8 IN. X 20 FT. GROUND ROD. BOND TO MCC GROUND BUS AND BUILDING STEEL WITH #1 AWG. BOND TO TRANSFORMER WITH #6 AWG. 12 INSTALL 1/4"x2"x24" COPPER GROUND BAR ON INSULATED STANDOFFS AT 18 IN. A.F.F. THERMOWELD ALL CONNECTIONS. 13 #3/0 TO BUILDING STEEL STRUCTURE. 14 INSTALL 5/8 IN. x 20 FT. GROUND ROD. 15 BOND GROUND ROD TO GROUND BUS WITH #3/0. 16 #3/0 FROM GENERATOR BREAKER GROUND BUS TO GROUND BAR. RUN IN PVC CONDUIT UNDER SLAB. 17 BOND GROUND ROD TO GENERATOR FRAME AND BREAKER GROUND BUS WITH #3/0. 18 BOND TO GENERATOR FRAME WITH #3/0. 19 #6 AWG FROM GROUND BAR TO TELEPHONE TERMINAL CABINET. RUN IN PVC UNDER SLAB. �0 TELEPHONE/DATA TERMINAL CABINET. 12 IN. W x 18 IN. HIGH X 6 IN. DEEP WITH BACKBOARD AND HINGED COVER AND FRICTION CATCH. MOUNT BELOW BFMS PANEL. 21 BOND GROUND BAR TO MCC GROUND BUS WITH #1 AWG. RUN IN PVC. Q (1) 1-1/4 IN. RIGID STEEL CONDUIT TO TELEPHONE ROOM #069 IN ADMIN. BUILDING. Q3 SAFETY SWITCH, 3 POLE, 60A., NON -FUSED, 600V., NEMA 1 WITH GROUND KIT. ® CH-1 SAFETY SWITCH, 3 POLE, 400A., 600V., WITH REJECTION FUSE CLIPS, NEMA 4X STAINLESS STEEL WITH GROUND KIT. PROVIDE DUAL -ELEMENT FUSES AS RECOMMENDED BY THE CHILLER MANUFACTURER. �5 CONNECT CHILLER CH-1. SEE MECHANICAL PLANS FOR LOCATION. COORDINATE STUB -UP LOCATION WITH DIVISION 15. 26 CONNECT CHILLER EVAPORATOR HEAT TAPE. COORDINATE WITH DIVISION 15 FOR STUB -UP LOCATION AND CONNECTION DETAILS. Q7 CONDUIT AND WIRING BETWEEN BATTERY CHARGER AND GENERATOR. SEE EMERGENCY GENERATOR ALARM AND CONTROL RISER. BOND TO FUEL OIL PIPING FROM STORAGE TANK WITH APPROVED GROUND CLAMP AND RUN #2 IN PVC UNDER SLAB TO GROUND ROD AT GENERATOR. v Q9 GENERATOR EMERGENCY STOP STATION, PILLA MODEL ST120SN3RSL WITH LEGEND z "GENERATOR EMERGENCY STOP". SEE EMERGENCY GENERATOR ALARM RISER. 30 CHILLER CH-2 FEEDER RUN OVERHEAD. COORDINATE WITH DIVISION 15. 0 31 SAFETY SWITCH. 3 WIRE S/N, 30A., NEMA 1, WITH GROUND KIT. PROVIDE DUAL j ELEMENT FUSES RECOMMENDED BY DAT TANK MANUFACTURER. 32 BFMS PANEL INSTALLED UNDER DIVISION 15. MOUNT OUTLET BOX FOR BFMS Z CONTROL PANEL AND XFMR POWER J STUB -UP FIBER OPTICS CONNECTIONS WITHIN 5 FEET OF O �- RACEWAYS 12 IN. AFF.A BFMS PANEL. FINAL CONNECTIONS — TO PANEL UNDER DIVISION 15. BFMS PANEL fr FIBER OPTICS RACEWAYS. (2) 1 IN. PVC TO MEBL RM. #154 IN ADMIN. BLDG. U/L-14,16 coV WP, GFI BENDS SHALL HAVE 18 IN. I = U/L-12 MINIMUM RADIUS. SEE BFMS 1i `/ CONDUIT RISER. 5 ........................................ U /L-13 UTILITY BUILDING - SCALE : 1 /2" = V-0" W 1 DETAIL Q S E-11 NO SCALE r n V, H U. cc W EMS PLAN SHEET NUMBER Sims Wilkerson Engineering, Inc. E-11 III 800 South Orlando Avenue, Suite 150 OF b L' Maitland, Florida 32751-5627 (407)545-1555 FAX(407)U5-2399 92052 Ell me I 11 p Y yn a A I 3 SETS OF e4)"400 KCMIL---- 34 3 IN, CONDUITS EACH 3/4" C. TO ATS-1 7 3/4" C. 480Y 277V TELEPHONE PAD MOUNTED UTILITY XFMR ATS-1 3/4" C W/CT'S INSIDE N 1000A FPL Q LOADF7 9 CONTROL O ,R FPL UNDERGROUND PRIMARY LINE E 6'-0" (4) #3/0, (1) #6 ,G. - 2-1/2 C. 3 SETS OF (4) #400- KCMIL, (1) #2/0 G. - 3-1/2" C. EACH MOTES FAULT CURREI•)T AT FPL TRANSFORNIE.R SECONDAR`( s' IS 29,674o AMPS, VAIN >„ ��,i 1 L JOM � r<<T, ,�.^ . w:�.e�i Pvt . 1'T3 _ 3 #1 /0, 1 #2/0 N,1 #6 G - 2" C. �3 #4/0, 1 #4 G. - 2-1/2" C. S #1 /0, 1 #2/0 N,1 #6 G - 2" C. 3 #3, 1 # JIN, 1 #8 G.- 1-1/2" C. '3 �,1 "LN,1^f5G-1'/4'G. 3 #3, 1 /8 1-1/4' C. j 3 #1 /0, 1 q /0 N, - _1 #6 G- C. MAIN PANEL 3 P PANEL DIST. SS SS „L/1" H/1" PANEL 120/208V Q2 C 120/208V MDP" 11 SS 45_q .a 2 SETS OF (1) #1 G. - ENGINE CONTROLLER GENERATOR AND ALARM PANEL EMERGENCY 0 BATTERY DAY TANK STOP STATION CHARGER ALARM EMERGENCY CONTACTS AUTO GENERATOR TRANSFER (3%2 #Cfl-j- SWITCH 1312#C 132#C RM O50 (6) #10, (1) #12 GND. 1" RIGID STEEL CONDU NOT TO SCALE AWG i KCMIL C. PANEL PANEL PANEL 12o/2osv 277/a8gv 1zo/zosv SS EMERGENCY GENERATOR ALARM ANNUNCIATOR IN DESK SERGEANT'S OFFICE, ROOM 076 �22) #14, (1) #12 COMMON, 1) #12 GND, 1" CONDUIT. RUN IN RIGID STEEL BELOW SLAB & GRADE, EMT ALLOWED IN BUILDINGS MOTOR CONTROL CENTER ■ ■ PANEL H/3" 277/48( #3, 1 #2 N., 1 #8 G. - 1-1/4' C. 3 #4/0, 1 #250KCMIL N, 1 44 G. - 2-1/2" C. aks UTILITY BUILDING XFM R T3" POWER RISER DIAGRAM PANEL U/L" 120/208 PS CH I PANEL 11 PANEL VI L/L" 'L/6" 20/208VI20/208 EMERGENCY GENERATOR B SS G SS PANEL H/4" PANEL MH" 77/480' "T4 PANEL ML" 120 /208 �. �• :• •MUIR CIRCUIT BREAKER SURGE SUPPRESSORSERVES © P' ©. •• © •• ©-H/4- TRANSFORMER •• •' • -BUILDING.•• UTILITY MAINTENANCE BUILDING •• Ik „� ••• • e.yk #h N k r Y if i� p Y J MSIF� C�%�^ • • i F xz� i �> g ,• • �� ten` y i i Y A� a.k� v o. •.. t x4.`KK 36 �.. \ � • \I � � • • • • �. i•.o .,,, n5+y �..,, .^... Fd. ."-�.rv� IY5 POWER RISER DIAGRAM NOTES: 01 STUB (3) 3/4 INCH, AND (1) 1 INCH CONDUIT SPARE TO CEILING SPACE. Q2 CONTACTOR "o" - 10 POLE, 20A. 480V., ELECTRICALLY HELD, 120V. COIL, H-O-A SWITCH WITH LEGEND PLATE. WITH 300 VA. 277V. PRIMARY, 120V SECONDARY FUSED CONTROL TRANSFORMER FOR COIL POWER. TRANSFORMER SHALL BE LOCATED WITHIN CONTACTOR ENCLO- SURE. gPHOTOCELL - TORK MODEL NO. 2101. MOUNT 12 INCHES ABOVE ROOF ON 1/2 INCH GRS CONDUIT STEM AT LOCATION AS DIRECTED BY ARCHITECT. ®PRIMARY CONDUIT WILL BE PROVIDED BY FPL TRENCHING, INSTALL',TION OF CONDUIT, WITH MINIMUM OF 36 INCHES COVER, AND BACKFILL SHALL BE UNDER DIV. 16. CONDUIT ROUTING SHALL BE AS PER FPL'S REQUIREMENTS. 45 TRANSFORMER PAD - FURNISHED AND INSTALLED BY FPL. ',©STUB (2) 1 INCH SPARE CONDUITS TO OUTSIDE BLDG. 24 INCHES BELOW FINISHED GRADE. CAP CONDUITS AND STAKE LOCATION. l'Q7 1 /2 INCH CONDUIT FROM METER LOCATION TO BFMS LOCATION IN MECH. ROOM. 48 225 AMP, 3 POLE ENCLOSED CIRCUIT BREAKER. SURFACE MOUNT IN NEMA 1R ENCLOSURE. 944 POLE SERVICE ENTRANCE CIRCUIT BREAKER/AUTOMATIC TRANSFER SWITCH. &IC F ATI!k43 SHAL 5k Za E,000 F>vh1F . ® SURGE SUPPRESSOR - APT MODEL NO. TE/4000HP OR ENGINEER APPROVED EQUIVALENT. CLOSE NIPPLE TO PANEL. 11 SURGE SUPPRESSOR - APT MODEL NO. TE/4000P OR ENGINEER APPROVED EQUIVALENT. CLOSE NIPPLE TO PANEL. © SURGE SUPPRESSOR - APT MODEL NO. TE/2000 OR ENGINEER APPROVED EQUIVALENT. CLOSE NIPPLE TO PANEL. © SURGE SUPPRESSOR - APT MODEL NO. TE/1100 OR ENGINEER APPROVED EQUIVALENT. CLOSE NIPPLE TO CONTACTOR. ®CONTACTOR "b" - 3 POLE, 20A., 480V., ELECTRICALLY HELD, 120V. COIL, H-O-A SWITCH WITH LEGEND PLATE. ms Wilkerson Engineering, In D South Orlando Avenue, Suite 150 itland, Florida 32751-5627 7)545-1568 FAX(407)545-2399 920 cc Q cc fA cr J U_ J W r � a g . 0 n cn QM U of .0 U 0 o '^ w •(./ F_ U W ZF_ m U m N M W cc z� �m Z �. N Q n 0 a � N J SHEET NUMBER Eo-15 PANEL "H 1" 480Y/277 VOLTS !PHASE, 4 WIRE OPTIONS: AMP LUGS ONLY 225 AMP BUS A.I.C. SURFACE MTG. NEMA-1R TYPE NEHB KVA IPHASE I KVA OTHER REC LTG LOAD BK IPL 1A B C PL BK LOAD LTG REC OTHER 690 SIGN LAG LIGHTING 20/1 1 1 30/3 SURGE SUPPRESSOR 1860 PARKING LOT LIGHTING 20 2 1 3 4 -- -- 1860 ---- -- 5 -- - 2170 PARKING LOT LIGHTING 20 2 7 20/1 _ SPARE 2170 ---- 9 1 20/1 SPARE 2325 PARKING LOT LIGHTING 20 2 11 20/1 SPARE 2325 - - - - -- 13 1 1 14 ISPACE 525 BLDG, DOWN LIGHTS 20 1 15 1 SPACE SPARE 20 1 17 0 18 1SPACE SPARE 20/1 19 SPACE 500 GATE MOTOR 15 3 21 22 SPACE 500 -- - 23 7T SPACE 500 - 25 6 2B SPACE 500 GATE MOTOR 15 3 27 ZbI SPACE- 500 --- - 29 30 SPACE 500 31 SPACE 5817 AHU-5 40 3 3,31 4 SPACE 5817 ---- 35111 5b ISPACE 5817 37 38 ISPACE SPACE 3949 ISPACE SPACE 41 4 SUB TOTALS SPACE 20451 13965 KVA 3a376 TOTAL CONNECTED TOTAL DEMAND KVA 37857 CONN. KVA 13925 2D451 VOLTAGE aeo DEM. FACTOR 1.25 1.0 DEMAND AMPS 45.6 DEMAND KVA 17406 z0a51 PANEL "H 2" 480Y/277 VOLTS 3 PHASE, 4 WIRE OPTIONS: AMP 100A/3P MAIN BRKR 225 AMP BUS A.I.C. SURFACE MTG. NEMA-1R TYPE NEHB KVA IPHASE1 KVA 01-HER REC I LTG I LOAD BK JPL IA B C PL BK I LOAD LTG I REC OTHER 1875 LIGHTING - CORRIDOR 20/1 1 11 1 2 20/3 AHU-4 2106 2928 LIGHTING - EAST 20/1 3 4 -- ---- 2106 3196 LIGHTING - EAST 20 1 5 b -- ---- 2106 3450 LIGHTING - EAST 20 1 7 a SPACE 3220 LIGHTING - EAST 20/1 9 SPACE 3157 LIGHTING - EAST 20/1 11 12 SPACE 3448 LIGHTING - EAST 20/1 13 114 SPACE 3130 ILIGHTTING - EAST 20/1 115 SPACE 3470 LIGHTING - EAST 20 1 17 1 18 SPACE SPARE 20/1 19 4 1 20 SPACE SPARE 20/1 21 SPACE SPARE 20/1 23 1 w124 SPACE SPARE 20 1 25 SPACE SPARE 20 1 27 SPACE SPARE 20/1 29 SPACE _ SPACE 31 1 T TTK SPACE SPACE 33 SPACE SPACE 35 SPACE - SPACE 37 SPACE SPACE 39 SPACE SPACE ¢1 SPACE 27e 34202 SUB TOTALS 6318 TOTAL CONNECTED KVA K TOTAL DEMAND KVA 41173 CONN. KVA 27884 6318 VOLTAGE 480 DEM. FACTOR 1.25 1.0 DEMAND AMPS 49.5 DEMAND KVA 1 34885 6318 PANEL "H 3" 480Y/277 VOLTS 3 PHASE, 4 WIRE OPTIONS: AMP 150A/3P MAIN BRKR/ 225 AMP BUS A.I.C. SURFACE MTG. NEMA-1R TYPE NEHB KVA IPHASE I KVA OTHER REC I LTG LOAD BK PL A B CIPLI BK LOAD LTG I REC I OTHER 2785 LIGHTING - CORRIDOR 20/1 1 1 1p I 1 1 2 T40/3 AHU-3 5817 1900 _,e: IMING CORRIDOR 20 1 20 1 3 5 -- -- ---- ---- 5817 5817 2835 _ LIGHTING - CENTER 3215 LIGHTING - CENTER 20/1 7 20/3 AHU-2 3047 2378 LIGHTING - CENTER 20/1 9 10 -- ---- 3047 2360 ILIGHTING - IDENT. 20/1 11 1 -- --- 3047 3486 LIGHTING - CENTER 20/1 13 SPACE 317E LIGHTING - CENTER 20/1 15 lb SPACE 2461 LIGHTING - CENTER 20/1 17 18 SPACE 3294 LIGHTING - LOBBY 20 1 19 20 SPACE 1186 LIGHTING - CENTER 20 1 21 SPACE SPARE 20 1 23 4 SPACE SPARE 20 1 25 SPACE SPARE 2U 1 27 SPACE SPA,'F 1 29 SPACE SPARE 31 SPACE SPARE 33 4 SPACE SPACE 35 SPACE SPACE 37 SPACE SPACE 39 SPACE SPACE .11,1 SPACE TO AL CONIJEi:TM^. 29078 KVA 55570 SUB TOTALS 26592 TOTAL DEMAND KVA 62940 CONN. KVA 29078 26592 VOLTAGE 480 DEM. FACTOR 1.25 1.0 DEMAND AMPS 756 DEMAND KVA 36348 zss9z PANEL "H 4" 480Y/277 VOLTS 3 PHASE, 4 WIRE OPTIONS: AMP 150A/3P MAIN BRKR 225 AMP BUS A.I.C. SURFACE MTG. NEMA-1R TYPE NEHB KVA OTHER REC LTG 1_ LOAD BK PL PHASE IA B C PLI BK LOAD KVA LTG I REC OTHER 3200 UGHRNG - DETECTIVES 20/1 1 14P I 1 2 Iloo/3 XFMR T-5 13274 526 3135 LIGHTING - DETECTIVES 20/1 3 4 -- ---- 13274 526 1270 ILIGHTING - CORRIDOR 20 1 5 -- ---- 13274 526 2519 LIGHTING - WEST 20 1 7 40 3 AHU-1 5817 1848 LIGHTING - WEST 20/1 9 1 -- ---- 5817 2965 UGHTING - WEST 20/1 11 5817 3376 LIGHTING - ELECT. STOR. 20/1 13 SPACE 3450 LIGHTING - LAB 20 1. 15 SPACE 470 LIGHTING - CORRIDOR 20/1 17 SPACE 2712 LIGHTING - DETECTIVES 20/1 19 SPACE 26G0 JUGHTING - DETECTIVES 20 1 21 SPACE SPARE 20 1 23 SPACE SPARE _ 20 1 25 4 1 1126 SPACE SPARE 20/1 27 _ SPACE SPARE 20 1 29 SPACE SPARE 20 1 31 SPACE SPARE 20 t 33 SPACE SPACE 35 �36 SPACE SPACE 37 SPACE SPACE 39 SPACE _ SPACE 414142 SPACE TI T'I- TL ",�A ---- T( y".4A vc ; , _ 86396 SUB TOTALS 39822 19029 78372 CONN. KVA _ 27545 39822 19029 480 DEM. FACTOR 1.25 1.0 94.3 DEMAND KVA 34437 24911 19029 PANEL "L 1" 208Y/120 VOLTS !PHASE, OPTIONS: AMP 150 225 AMP BUS SURFACE MTG. NEMA-1R SE, 4 WIRE /3P MAIN BRKR A.I.C. TYPE NQOD KVA OTHER REC LTG LOAD BK IPL PHASE A B C PL BK LOAD KVA LTG I REC OTHER SPARE 20/1 11 9 1 1100/3 PANEL "L/2" 1 8640P299 500 CARD READER LOOP DETECT. 20/1 3 4 -- --- 8640 500 CARD READER/LOOP DETECT. 20/1 5 -- --- 8640 200 CONTROL 20/1 ] 100/3 ANEL "L/5" 650 7260 200 CONTROL 20/1 9 1 -- --- 650 7260 360 RECEPT.-ELECT/ME H. 20/1 11 -- --- 650 7260 SURGE SUPPRESSOR 30 3 1 3 jPACE ---- -- 15 IbI ISPACE ---- -- 17 1 f Ibi ISPACE SPARE 20/1 19 SPACE SPARE 20 1 21 221 SPACE SPARE 20/1 23 SPACE SPACE 25 26 SPACE SPACE 27 28 SPACE SPACE 29 SPACE SPACE 31 SPACE SPACE 33 $PACE SPACE 35 SPACE SPACE 37 39 PACE SPACE I SPACE SPACE 41 PACE TOTAL CONNECTED nso 1 1500 1 KVA SUB TOTALS 1950 47700 3882 55292 TOTAL DEMAND KVA 36050 CONN. KVA 1950 49460 3882 VOLTAGE z08 DEM. F CTOR 1.25 1.0 DEMAND AMPS 1o0.z DEMAN KVA 243e 29730 3882 PANEL "L 2" OPTIONS: 208Y/120 VOLTS 2-PHASE, AMP 1O0A 100 AMP BUS SURF MTG. NEMA 4 WIRE 3P MAIN BRKR A.I.C. 1R TYPE NQOD KVA PHASE KVA OTHER REC LTG LOAD BK PL ABC PL BK LOAD LTG I REC I OTHER 696 1080 REC-EWC 20/1 1 1 2 20/1 REC-GYM 1260 1080 REC-OFFICE 20/1 3 4 20/1 REC-GYM 1260 1080 REC-POLY 20/1 5 6 2O/1 REC-SUPPLY 1080 1080 REC-CLERKS' 20/1 7 $ 20/1 REC-SUPPLY 1260 900 REC-PAYROLL 20/1 9 10 20/1 REC-COPY 180 900 REC-FINANCE 20/1 11 12 26/1 REC-COPY 180 540 REC-COMPTROLLER 20/1 13 14 20/1 REC-COPY 900 720 REC-FINANC 20/1 15 16 20/1 REC-SECRETARY 10BO 720 RE OFFICE 20/1 17 1$ 20/1 REC-PLANNING 72U 900 REC -FILES 20/1 j 9 20 20/1 EF-12 200 1080 REC-PID 2011 21 22 20/1 1 EF-13 696 1260 REC-SECRETARY 20/1 23 24 20/1 1 SPARE 1080 REC-SECRETARY 20/1 25 26 20/1 SPARE 1080 REC-DIRECTOR 20/1 27 28 20/1 SPARE 900 REC-SECRETARY 20/1 129 30 20/1 SPARE 1080 REC-DIRECTOR ­20M 31 32 SPACE 1260 REC-PLANNING 20/1 33 4 34 SPACE 1080 REC-LOCKERS 20/1 35 36 SPACE 696 EF-10 20/1 37 38 SPACE 696 EF-11 20/1 39 40 SPACE 1440 REC-ARCHIVES 20/1 41 42 SPACE 2088 TOTAL CONNECTED 1926o KVA 28904 SUB TOTALS sssD ass TOTAL DEMAND KVA 20944 CONN. KVA 25920 2984 VOLTAGE 208 DEM. FA TOR 1.25 1.0 DEMAND AMPS 9B.2 DEMAN KVA 17s6p 2984 PANEL "L/3"(TUB #1) 208Y/120 VOLTS !PHASE, OPTIONS: WITH SUB FEED AMP 225A LUGS 225 AMP BUS 10.00 SURF MTG. NEMA E, 4 WIRE 3P MAIN BREAKER A.I.C. 1R TYPE NQOD KVA IPHASE KVA OTHER REC LTG LOAD SK PL A B C PL BK LOAD LTG REC OTHER 1000 LTG -TRAINING 20/1 j 14P I 1 2 100/ PANEL "L/6" 6060 67 1080 REC-BREAK 20/1 3 4 -- ---- 6060 67 1080 REC-TRAINING 20/1 5 1 1 6 -- ---- 6060 67 720 REC-TRAINING 20/1 7 8 loo/2 PANEL -LA" 4320 1215 696 900 REC-TRAINING 20/1 9 10 -- ---- 4320 1216 360 REC-TELE 20/1 11 12 -- ---- 4320 1216 1080 REC-TRAININ 20/1 13 14 20/1 REC-SECRETARY 720 1080 REC-FILES 20/1 1 5 16 20/1 REC-SARGEANT 900 900 REC-TRAFFIC 20/1 17 18 20/1 REC-SARCEANT 1080 1080 REC-CAPTAIN 20/1 1 9 20 20/1 REC-UEUTENANT 900 1080 REC-SECRETARY 20/1 21 22 20/1 REC-OFFICER 1080 720 REC-SARCEANT 20/1 23 24 20/1 EF-9 696 1176 EF-7 20/1 25 '26 20/1 EF-15 864 200 EF-8 20/1 27 1 1 128 20/1 1 REC-LIEUTENANT 1080 1440 REC-ROLL CALL 20/1 129 30 20/1 1 REC-DARE 1080 1440 REC-SUPER ' 20/1 131 1132 20/1 REC-OFFICER 1080 1080 REC-REPORT 1 20/1 33 o 1134 20/1 REC-LIEUTENANT 108D 1440 REC-ARMORY 20/1 35 36 20/1 REC-WORK 900 1080 REC-K-9 20/1 37 38 20/1 REC-EXPLORERS lggp 1080 REC-LOCKERS 20/1 39 H40 20/1 REC-SARGEANT 1080 1080 REC-LIEUTENANT 20/1 41 6142 20/1 REC-IDENTIFICATION 1080 2072 18720 1000 SUB TOTALS 44640 5409 OTAL CONNECTED KVA 7a6D1 TOTAL DEMAND KVA aseat >< CONN. VA 1000 66320 7481 VOLTAGE 208 DEM. FAC OR 1.25 T. DEMAND AMPS 130.3 DEMAND !KVA 12so 38160 7481 PANEL "L/3"(TUB #2) 208Y/120 VOLTS 3 PHA OPTIONS: AMP 225A/ 225 AMP BUS 10,000 SURF MTG. NEMA E, 4 WIRE P MAIN BREAKER A.I.C. 1R TYPE NQOD KVA IPHASE KVA OTHER REC LTG LOAD 8K PL A B C PL BK I LOAD LTG REC OTHER 1080 REC-IDENTIFICATION 20/1 43 4p 1 1 44 20/1 SPARE 1080 REC-RANCH/HOUSE 20/1 45 1 46 20/1 SPARE 200 CONTROL 1 20/1 47 1 48 20/1 SPARE 200 CONTROL 20/1 49 50 20/1 SPARE 200 CONTROL 20/1 51 52 20/1 SPARE 200 CONTROL 20/1 53 54 20/1 SPARE SPACE 55 21 156 20/1 SPARE SPACE 57 & 158 20/1 1 SPARE SPACE 59 1160 20/1 SPARE SPACE 61 1, 62 SPACE SPACE 63 64 !SPACE SPACE 65 66 ',SPACE SPACE 67 68 'SPACE SPACE 69 70 'iSPACE SPACE 71 72 ',SPACE SPACE 73 74 ,SPACE SPACE 75 ]6 SPACE SPACE 77 178 SPACE SPACE 79 8O SPACE SPACE $1 $2 SPACE SPACE $3 84 SPACE TOTAL CONNECTED zs50 KVA SUB TOTALS TOTAL DEMAND KVA CONN. K VA zsso VOLTAGE 208 DEM. FAC OR 1.25 11.0 DEMAND AMPS ->< DEMAND VA zsso PANEL "L/4"(TUB #1) 208Y/120MP VOLTS jRE 50A/3P MAIN OPTIONS: WITH SUB FEED 225 AMP BUS A.I.C. LUGS SURFACE MTG. NEMA- 1R TYPE NQOD KVA PHASE KVA OTHER REC LTG LOAD BK PL A B C PL I BK I LOAD LTG REC I OTHER 720 REC-DETECTIVE 20/1 j 12 1 20/1 REC-SARG2 iNT 1080 720 REC-DETECTIVE 20/1 3 4 20/1 REC-RECEPTION 1080 720 REC-DETECTIVE 20/1 5 p 6 20/1 REC-SARGEANT 1260 720 REC-DETECTIVE 20/1 ] a 1 $ 20/1 REC-DETECTIVE 1250 720 REC-DETECTIVE 20/1 9 & 10 20/1 REC-TRANSPORTATION 900 720 REC-DETECTIVE 20/1 11 0 12 20/1 REC-SHOCAP 1260 720 REC-DETECTIVE 20/1 j 3 j 4 20/1 REC-SHOCAP 900 720 REC-DETECTIVE 20/1 15 16 20/1 REC-CRIME 900 720 REC DETECTIVE 20/1 17 1 $ 20/1 REC-CASE 1080 720 REC-DETECTIVE 20/1 19 20 20/1 REC-BRIEF 900 720 REC-DETECTIVE 20/1 21 22 20/1 REC-BREAK 720 720 REC-0ETECTIVE 20/1 23 24 20/1 REC-COPY 1260 720 REC-DETECTIVE 20/1 25 26 20/1 REC-AUDIO 1080 720 REC-DETECTIVE 20/1 27 2$ 20/1 REC-LIEUTENANT 1080 72 REC-DETECTIVE 20/1 29 30 20/1 REC-ABUSE 1080 720 REC-DETECTIVE 20/1 31 32 20/1 REC-LIEUTENANT 720 720 REC-DETECTIVE 20/1 33 34 20/1 REC-EVIDENCE 1260 720 REC-DETECTIVE - 20/1 35 36 26/1 REC-EVIDENCE 1440 1260 REC-CAPTAIN 20/1 37 3$ 20/1 REC-EVIDENCE 1080 1OBO REC-SECRETARY 20/1 39 ¢0 20/1 REC-OECTECTIVE 1080 1260 REC-LIEUTENANT 20/1 41 42 20/1 REC 1440 16560 SUB TOTALS 22860 TOTAL CONNEC D KVA at39s TOTAL DEMAND KVA 26486 >< CONN. KVA 39820 1576 VOLTAGE 208 DEM. FACTOR 1.25 1,0 DEMAND AMPS 73.6 DEMAND KVA zaslo t576 PANEL "L/4"(TUB #2) 208Y/120 VOLTS !PHASE, 4 WIRE OPTIONS: AMP LUGS ONLY 225 AMP BUS 10000 A.I.C. SURF MTG. NEMA- 1R TYPE NQOD p]1" KVA IPHASE KVA OTHER REC I LTG I LOAD BK IPL A B C PL I BK I LOAD LTG REC I OTHER 200 CONTROL 20/1 14311 1 44 SPACE 200 CONTROL 20/1 45 461 1 SPACE 1176 EF-1 20/1 47 481 SPACE 400 EF-3 20/1 49 0 50 SPACE 1000 HELIPAD LTG 20/1 51 SZ SPACE SPARE 20/1 53 S4 SPACE SPARE 20/1 55 1 56 SPACE SPARE 20/1 57 58 SPACE SPARE 20/1- 59 1 60 SPACE SPARE 20/1 61 62 SPACE SPARE 20/1 63 64 SPACE SPACE 65 661 SPACE SPACE 67 681 1 SPACE SPACE 69 a 70 SPACE SPACE 71 1, 721 1 SPACE SPACE 73 741 1 SPACE SPACE 75 1 76 1 SPACE SPACE ]] f 7$ 1 SPACE SPACE 79 180 SPACE SPACE 81 $2 SPACE SPACE $3 84 SPACE 1576 TO AL CONNECTED 400 1 1000 1 KVA SUB TOTALS TOTAL DEMAND KVA CONN. KVA VOLTAGE 208 DEM. FACTOR 1.25 1.0 DEMAND AMPS DEMAND KVA PANEL "L 5" 208Y/120 VOLTS !-PHASE, 4 WIRE OPTIONS: AMP 100A/3P MAIN BRKR 100 AMP BUS 100 0 A.I.C. RECESSED MTG. NEMA-1R TYPE NQOD KVA IPHASE KVA OTHER I REC I LTG LOAD BK JPL ABC PLi BK LOAD LTG I REC OTHER 1350 LIGHTING- CONFERENCE 20/1 1 2 20/1 RECEPT--WARRANTS 1260 600 LIGHTING - SHERIFF 20 1 3 4 2L/1 RECEPT-SECRETARY 540 1260 RECEPT- SHERIFF 20 1 5 6 20/1 RECEPT-11-0-TENANT 1080 1260 RECEPT- SHERIFF 20 1 7 8 20/1 EF-14 200 1080 RECEPT- UNDER SHERIFF 20/1 9 1 10 20/1 SPARE 1080 RECEPT- SECRETARY 20/1 11 12 20/1 SPARE 1080 RECEPT- CONFERENCE 20/1 13 14 20/1 SPARE 720 RECEPT- CONFERENCE 20/1 15 16. 20'1 SPARE 1080 RECEPT- SECRETARY 20/1 17 1 181 20/1 ISPARE 1080 RECEPT- DIRECTOR 2011 19 20/1 SPARE 900 RECEPT- CLERK 20 1 21 f 221 1 SPACE 900 RECEPT- FILES 20/1 23 241 ISPACE 1080 RECEPT- RECORDS 20 1 25 2611 ISPACE 1080 RECEPT- SUPERVISOR 20 1 27 SPACE 696 360 EWC- LOBBY 20/1 29 SPACE 720 RECEPT- FRONT DESK 20 1 31 SPACE 720 RECEPT- DESK SERGEANT 20 1 33 4 SPACE 1080 RECEPT- RECORDS 20/1 35 SPACE 1080 RECEPT- RECORDS 20/1 37 SPACE 1260 RECEPT- SUPERVISOR 20/1 39 SPACE 1080 RECEPT- FILES 20 1 41 42 SPACE 696 16900 1950 1 SUB TOTALS 2880 200 TOTAL CONNECTED KVA 24626 TOTAL DEMAND KVA 19224 >< CONN. KVA lsso znao ass VOLTAGE 208 DEM. FACTOR 1.25 1.0 DEMAND AMPS 53.a DEMAND KVA 2438 1 15890 1 896 PANEL "L 6" 208Y 120 VOLTS 3 PHASE, 4 WIRE OPTIONS: AMP LUGS ONLY 100 AMP BUS 10,000 A.I.C. SURFACE MTG. NEMA-1R TYPE NQOD KVA IPHASE KVA OTHER REC I LTG LOAD BK IPL IABC PLI BK I LOAD LTG REC OTHER 900 RECEPT-DETECTIVES 20 1 1 1 1 1 21 20/1 1 CONT 01 200 200 900 RECEPT-DETECTIVES 20 1 3 4 20/1 _ _ CONTROL 900 RECEPT-DETECTIVES 20 1 5 20/1 SPARE 900 RECEPT-DETECTIVES 20 1 7 20 1 SPARE 900 RECEPT-DETECTIVES 20 "i 9 20/1 SPARE 900 RECEPT-DETECTIVES 20 1 11 20/1 SPARE 900 RECEPT-DETECTIVES 20 1 13 1 14 20/1 ISPARE 900 RECEPT-DETECTIVES 20/1 15 16 20/1 SPARE 900 RECEPT-DETECTIVES 20/1 17 18 SPACE 900 RECEPT-DETECTIVES 20/1 19 20 SPACE 1080 RECEPT-RECORDS 20 1 21 ZZ SPACE 1080 RECEPT-INTERVIEW 20 1 23 24 SPACE 900 RECEPT-INTEL 20 1 25 126 SPACE 90D COPY 20 1 27 1 4 1 2ts SPACE 900 COPY 20/1 291 1 1301 SPACE 900 COPY 20 1 311f 1321 SPACE 1080 RECEPT-INTERVIEW 20/1 33 164 SPACE 1080IDKVA ECEPT-SERGEANT 20 1 35 SPACE 1260ECEPT-UEUTENANT °; 20 1 37 SPACE 200 F-2 1 2G/l 39 SPACE PACE 41 SPAC' 200 TOTAL CONNEC 18180 1e38o SUB TOTALS - 9140901 TOTAL DEMAND KVA 1429p CONN. NvA 161ao 200 VOLTAGE DEM. FACTOR 1.0 DEMAND AMPS 3s.7 DEMAND KVA 200 0 0 0 PANEL /L" 2081° 120 VOLTS 2-PHASE, 4 WIRE OPTIONS: __ AMP LUGS ONLY 100 AMP BUS 10,000 A.I.C. Q1 INDICATES GFI BREAKER RECESSED MTG. NEMA-1R TYPE NQOD KVA PHASEI KVA OTHER REC I LTG LOAD BK PL A B C PL SK LOAD LTG REC OTHER 1080 LASER _ 20 1 1 20/1 SPARE 360 LASER- i- FUMING ; p p 341 2Qh SPARE 540 5 ] 8 20/1 20/1 SPARE SPAHE 360 _. FUMING _. 20/1 DARKROOM 20/1 DARKROOM 1260 9 1 4 111020/1 SPARE 1800 11 20/1 SPARE 540 __20/1 DARKROOM _ _ _ 20/1 13 10 1 1114 SPACE 360 DARKROOM 20/1 20 1 20/1 2p 1 15 17 19 21 111 SPACE SPACE ISPACE SPACE 900 _ PROCESSING 540 PROCESSING 540 PROCESSING 900 VIDEO 20 1 23 SPACE 1620 VADEO 20 1 25 SPACE 1260 EVID DRYING 20 1 27 SPACE 864 REFRIGERATOR 20 1 29 SPACE 696 EWC 20 1 31 SPACE 696 EF-4 20 1 33 SPACE 696 EF-5 20 1 35 SPACE 696 EF-6. 20 1 37 SPACE 200 UNDER CABINET LTG 2D 1 39 SPACE SPACE 41 SPACE 3648 TOTAL CONNECTED 12s6o zoo KVA 16608 SUB TOTALS TOTAL DEMAND KVA 15126 CONN. KVA 12960 3648 VOLTAGE 208 DEM. FACTOR 1.25 1.0 DEMAND AMPS 42.0 DEMAND KVA r4eD 3649 U ' LLJ J Ld U U) _J LLJ z Q U LLJ _J W O 0 O N Q M 0 U w • U Of r^ w crj F- U W Z� m U - N m M y� W Y Q N � O N SHEET ) NUMBER I ��%',} Sims Wilkerson Engineering, Inc. F--16 I 800 South Orlando Avenue, Suite 150 OF P Maitland, Florida 32751-5027 I j 1407 845-1586 FA`:407 845-2�^S J MOTOR CONTROL OPTIONS: SEMI -DUST LIGHTS, (2) CENTER: MCC TIGHT W/RODENT BARRIER. N.O., (2) N.C. INTERLOCKS, 480 V. 3 PH. 3 WIRE NEMA CLASS 600 A. 25.000 A.I.C. NEMA-I.L - STARTERS W/120V. CONTROL, RED & GREEN LEO PILOT HOA SELECTOR SWITCHES, ELAPSED TIME METER. 1 TYPE B UNIT EQUIPMENT HP STARTER CB/FUSE SPACE UNITS* LOAD AMPS CONDUCTORS TYPE THWN ONDUIT NOTES PHASE GND B2 BFP-1 1.5 1 FVNR MCP 1 3 #12 #12 1 3/4 - B3 SBP-1 2.5 1 FVNR MCP 1 5 #12 #12 1 3/4 - B4 HRP-1 2.51 1 FVNR MCP 1 5 #12 #12 11 3/4 - 65 HWP-1 15 2 FVNR MCP 1 21 #10 #12 3/4 - B6 HWP-2 15 2 FVNR MCP 1 21 #10 #12 3/4 - Al CWP-1 15 2 FVNR MCP 1 21 #10 #12 3/4 - A2 CWP-2 15 2 FVNR MCP 1 21 #10 #12 3/4 CH-1 - - 300A CB 2 218 250KCMIL #4 2-1/2 - CH-2 - - 60A FUSE 1 46 #6 #8 1 1, 2 TRANS. "T-3" - - 90A CB 1/2 52 (2) #4 #8 1 - P SPARE EF-16 3/4 1 FVNR MCP 1 2 12 #12 3/4 - MAIN BRKR - 1600A CB 2 X I 5 KC L #2 2-1/2 3 A5 SURGE PROT. - - - - X = - - 4 NOTES: 1. FUSIBLE SWITCH UNITS SHALL HAVE REJECTION FUSE CLIPS. 2. PROVIDE CURRENT LIMITING FUSES PER CHILLER MANUFACTGURER'S RECOMMENDATIONS. 3. NON -AUTOMATIC TO MATCH UPSTREAM DEVICE. 4. TRANQUELL ARRESTER AND PROTECTIVE CAPACITOR, WITH CURRENT LIMITING FUSES. PANEL ML 120/208 !PHASE, PHASE, 4 WIRE OPTIONS: 150 AMP MAIN BRKR OP OPTS BRKRS W/SHUNT TRIP 225 AMP BUS 10,000 A.I.C. SURFACE AND SWITCHED NEUTRAL MTG. NEMA-1 TYPE BOLT -IN KVA PHASE KVA OTHER I REC I LTG LOAD BK PL A B C PL BK LOAD LTG REC THER ,9 FUEL PUMP 2 20 1 1/20 FUEL DISPENSER •5 208V.. 10 - 3 -- ('SWITCHED NEUTRAL) -- r5 1/20 SHUNT TRIP •1 RECEPTACLE 1 20 7 1/20 RECEPTACLES 1.1 1.1 RECEPTACLE 1 20 9 1/20 RECEPTACLES 1.1 1.1 RECEPTACLE 1 20 11 1/20 RECEPTACLES 1.1 1.1 RECEPTACLE 1 20 13 1/20 RECEPTACLES 1.1 1.1 RECEPTACLE 1 20 15 1 20 SPARE -- 4.5 WATER HEATER 2 30 17 1/20 TOILET EXHAUST FAN 1.3 2 20 PUMP - SEC •7 _19 1 CONTROL -DR. LTS SHUNT TRIP CONTROL 1/20 1 20 21 23 24 -- ---- 2/20 HEAT PUMP - OFFICE 9 .1 EFM-1 SHOP 1 5 25 -- ---- ,9 .7 EFM-2A SECURE 1 5 27 2 50 WELDER OUTLETS 10 EFM-28 SECURE 1 15 29 __ .7 .7 EFM-3 STORAGE 1 5 31 - 2 YIELDER OUTLETS 10 .1 FUEL MONITORS 1 20 33 -- -1/20 ---- SPARE 120 35 SPARE .1 CARD CONTROL 1 20 37 SPACE ONLY SPACE ONLY 39 SPACE ONLY SPACE ONLY Al SPACE ONLY 8.8 5.5 42.2 SUB TOTALS 4.4V23.5 CONN. KVA 9.9 TOTAL DEMAND KVA 42.2 DEM. FACTOR 1.25 1.0 It 1.0 VOLTAGE 208 DEMAND KVA 9.9 323 DEMAND AMPS 117 SIZE 60A. 1 F S I / FVNR T [FVNRrj- 70A.ZE SIZE ZE BRKR2 1SP FVNR2 NR 2 SIZE SIZE 1 1 S.O. S.O. a FVNR 3 3 SIZE SP 1 s FVNR a CB A SIZE 2 400A FVNRs a BRKR SIZE S RGE 2 P OT 6 FVNR s s C B A 20" 20" 20" NOT TO SCALE PANEL U L 120/240 VOLTS 1 PHASE, 3 WIRE OPTIONS: 125 AMP MAIN BRKR GROUND BUS 100 AMP BUS 10.000 A.I.C. SURFACE MTG. NEMA-1 TYPE BOLT -ON KVA IPHASE KVA REC TG LOAD BK PL A B PL BK LOAD LTG REC OTHER 1.7 UGHTS-PUMP RM 1 20 1 1 20 SPARE0.6 UGHTS- GEN. ROOM 1 20 3 1/2o EXTERIOR LIGHT$ 1.5 DAY TANK 1 20 5 2/30 ENGINE BLOCK HTR 2.0 POTHER- DOMESTIC W.H. 1 20 7 -- BOILER 1 20 9 1/20 RECEPTACLES 0.8 0.6 RECEPTACLES i 20 11 1 20 RECEPTACLES 0.5 CH-1 EVAP HEAT TAPE 1/20 13 1/20 BFMS CONTROL PNL 0.3 0.2 ENGINE BATT. CHARGER 1/20 15 1 1 20 BFMS CONTROL TRANS. 0.3 0.1 HWRP-1 1 20 17 1/20 SPARE SPARE 1 LZO 19 1 20 1/20 SPARE 0.4 jBFMS 21 1/20 BFMS 0.5 SPACE ONLY - 23 24 1/20 FUEL TANK MONITOR 0.5 SPACE ONLY 25 26 SPACE ONLY SPACE ONLY 27 28 SPACE ONLY SPACE ONLY 29 30 SPACE ONLY SPACE ONLY 31 SPACE ONLY SPACE ONLY 33 134 SPACE ONLY SPACE ONLY 35 7W SPACE ONLY SPACE ONLY 37 138 SPACE ONLY SPACE ONLY 39 SPACE ONLY SPACE ONLY 41 4 1 142 SPACE ONLY 5.15 0.8 1 2.3 1 KVA 14.6 SUB TOTALS 1,5 1.3 3.1 TOTAL TONNECTED CONN. KVA 3.8 2.1 8.7 TOTAL DEMAND KVA DEM. FACTOR 1.25 1.0 1.0 VOLTAGE 240 195 DEMA14D AMPS 1 63 DEMAND KVA 4.75 2.1 1 8.7 PANEL MH 277/480 OPTIONS: 200 AMP 225 AMP SURFACE ATG. OLTS !PHASE, 4 WIRE AIN BRKR 3LIS 14,000 A.I.C. NEMA-1 TYPE NEHB KVA IPHASE KVA OTHER REC IjLTG LOAD BK 1PLIA B C PLI BK I LOAD LTG REC I OTHER 1.5 LTS-OFFICE OILET STORAGE 1/20 1 1/20 LTS. - SERVICE BAY - 1.2 .8 LTS-WEST CANOPY 1 20 3 1 20 LTS, - SERVICE BAY 1.2 - .6 LTS-NEST CANOPY 1 20 5 1/20 LTS. - SERVICE BAY 1.2 .6 LTS-EAST CANOPY 1/20 7 1/20 LTS - SECURE BAYS 1 .6 LTS-EAST CANOPY 1 20 9 1/20 LTS - SECURE BAYS " 1 3 LTS - D(TERIOR 1 20 11 1/20 LTS - NORTH EXT. .9. SPARE 1 20 1 1 20 LTS - GAS PUMP - •9 SPARE 1/20 15 1 SPACE ONLY .. SPARE 1 20 17 SPACE ONLY 6 AIR COMPRESSOR .SHP 3 15 19 SPACE ONLY __ __ 21. SPACE ONLY - 23 SPACE ONLY " 6 AIR COMPRESSOR 2,5HP 3 15 25 SPACE ONLY _ 27 SPACE ONLY .. 29 SPACE ONLY 6 HYDRAULIC OFT PUMP 3715 3 11321 SPACE ONLY 5 HP -- 331 341 ISPACE ONLY ___ _ 35 SPACE ONLY ;. . SURGE SUPPRESSION 3 30 37 3 100 TRANSFORMER T-4 45 - -- 39 - - - -- 4 4 -- ---- -- 18 1 1 6.9 1-- 70 SUB TOTALS 7.4 1-45 TOTAL CONNECTED KVA CONN. KVA 74 ,.63 = TOTAL DEMAND KVA 72 DEM. FACTOR 1.25 1.0 1.>-. VOLTAGE 480 DEMAND KVA - -9.3 63 DEMAND AMPS 87 PROVIDE LOCK ON DEVICE SHUNT TRIP COILS RATED 120V. F. MOTOR SCHEDULE LOCATION LOAD (HP)VOLTAGE/ DISCONNECT STARTER PANEL WIRE SIZE NOTE RM 174 15 480/3 60/3 2 H/4-8,10,121 3#10.1#10G-3/4"C 3 RM 141 7-1/2 480/3 30/3 1 H/3-8,10,12', 3#12,1 #1 2G-3/4"c. 3 FAHU-3 RM 185 15 480/3 60/3 2 H/3-2,4,6 3#10.1#1OG-3/4"C 3 RM 061 5 480/3 30/3 0 H/2-2,4,6 3#12,1#12G-3/4"c. 3 RM 066 15 480/3 60/3 2 H/1-33,35,37' 3#10.1#10G-3/4"C 3 6 EF- 1 ROOF 1/2 120/1 MRS 0 L/4-47 12#12,1#12G-3/4"C. 41 6 7 EF- 2 ROOF 1/12 120/1 MRS 0 L/6-39 2#12,1 #1 2G-3/4"C. 4, 6 8 EF- 3 ROOF 1/12 120/1 MRS 0 L/4-49 2#12,1 #12G-3/4"C. 4, 6 9 EF- 4 ROOF 1/4 120/1 MRS 0 L/L-33 2#12,1#12G-3/4"C. 5, 6 10 EF- 5 ROOF 1/4 120/1 MRS 0 L/L-35 2#12,1#12G-3/4"C. 5, 6 1 EF- 6 ROOF 1/4 120/1 MRS 0 L/L-37 2#12.1#12G-3/4"C. 5, 6 1 EF- 7 ROOF 1/2 120/1 MRS 0 L/3-25 2#12,1#12G-3/4"C. 4, 6 1 EF- 15 ROOF 1/3 120/1 MRS 0 L/3-26 2#12,1#12G-3/4"C. 4, 6 1 EF- 8 ROOF 1/12 120/1 MRS 0 L/3-27 2#12,1#12G-3/4"C. 4, 6 1 EF- 9 ROOF 1/4 120/1 MRS 0 L/3-26 2#12,1#12G-3/4"C. 4, 6 16 EF- 10 ROOF 1/4 120/1 MRS 0 L/2-37 2#12,1#12G-3/4"C. 4, 6 u: 1 EF- 11 ROOF 1/4 120/1 MRS 0 L/2-39 2#12,1 #12G-3/4"C. 4, 6 18 EF- 12 ROOF 1/12 120/1 MRS 0 L/2-20 2#12,1 12G-3/4"C. 4, 6 19 EF- 13 ROOF 1/4 120/1 MRS 0 L/2-22 2#12,1 #1 2G-3/4"C. 4, 6 O EF- 14 ROOF 1/12 120/1 MRS 0 L/5-8 2#12,1#12G-3/4"C. 4, 6 2 GATE OUTSIDE 1 480/3 30/3 H 1-27,29,3 3 12,1 12G-1"C. 1, 2 2 GATE OUTSIDE 1 480/3 30/3 H/1-21,23,2 3#12,1#12G-1"C. 1 1, 2 NOTES: f r 1. NEMA 3R ENCLOSURE 2. CONNECT DISCONNECT TO GATE OPERATOR AS REQUIRED BY GATE INSTALLER. e'v " 3. SEE DETAIL -5/E-13.- y 1110101 1 �� 4. SEE DETAIL "6/E-13." 1 SAME AS DETAIL "6/E-13" EXCEPT PROVIDE AND INSTALL ON/OFF SWITCH IN ,5. EXHAUST HOOD. f 6. PROVIDE CONTACTOR AS SHOWN IN DETAIL "6/E-13" IN LIEU OF STARTER I ... v .•,. .�., m, x. �..>w. >. •.:,: nm. xaw,..: ... ;.a., ..�,;n:�-. mv"m .....asx asw"r.a rmsiaxiazxr xv�m-a'sr 'nw TRANSFORMER SCHE Lai ' PHASE TAPS TEMP. RISE 'C. MOUNTING LOCATION-, .. ; MARK KVA VOLTAGE 45 4 0-208Y/120V 3 1:6) 2-1/2% 115 FLOOR MAIN ELECT RM T-1 T-2 75 4 0-208Y/120V 3 (6) 2-1/2% "115 FLOOR ELECT. RM #17 T-3 25 0-120/240V 1 (6) 2-1/2%1 115 FLOOR UTILITY BLDG. T-4 45 0-208Y/120V 3 (6) 2-1/2% 115 FLOOR MAINTENANCE SHOP T-5 45 0-208Y/120V 3 (6) 2-1/2% 115 FLOOR, ELECT. RM 102 4 w "., SCHEDULE OF GENERAL LIGHTING EQUIPMENT AND LAMPS TYPE MANUFACTURER(8) CATALOG NUMBER AN Y DESCRIPTION MOUNTING NOTES A LITHONIA RB3 LP 150W/R40(l) DOWNLIGHT RECESSED 1 8 SWIVELIER L-21551 --- SWIVEL LAMPHOLDER SURFACE 3 FA LITHONIA 2SP*34OAl2-SSB-277-GLR F32T8 (3) 2x4 TROFFER CEILING 1, 4 FB LITHONIA 2SP*34OAl2-SSB-277-GLR-EL F32T8 3 () 2x4 TROFFER W BATT. PACK CEILING 1, 2, 4 FC LITHONIA 2SP*44OAl2-SSB-277-GLR F32T8 (4) 2x4 TROFFER CEILING 1, 4 FD LITHONIA 2SP*44OAl2-SSB-277-GL-EL F32T8 4) (W 2x4 TROFFER BATT. PACK CEILING 1, 2, 4 FE LITHONIA 2SP*240-RWA12-277-SSB-GLR F32T8 (2) 2x4 GASK. TROFF. CEILING 1. 4 FF LITHONIA 2SP*240-RWA12-277-SSB-GLR-EL F32T8 O 2 2x4 GASK. TROFF. W BATT. PACK CEILING 1, 2, 4 FG LITHONIA WC240A-277-GL F32T8 (2) WALL BRACKET SURFACE 4, 6 FH LITHONIA WC240A-277-GL F32T8 2 () WALL BRACKET W BATT. PACK SURFACE 2, 4, 6 FI LITHONIA EJA248-120-ES-GLR F32T8 (2) INDUSTRIAL SUSP. 4 FJ LITHONIA EJA248-120-ES-EL-GLR F32T8 (2) INDUIAL W BATT. PACK SUSP. 2, 4 FK LITHONIA RLISLQI3QT-277-HPF-GLR F13DTT/27K(1) WET LOCATIONDROP DIFFUSER RECESSED 1 FL LITHONIA RL2SLQ130T-277-HPF-EB-GLR F13DTT/27K(1) FLUSH DFFON RECESSED 1 FM LITHONIA C1ALQ13QT-277-HPF-EB-GLR F13DTT/27K(1) OPEN ALZAK CONE RECESSED 7 FN LITHONIA SP240RWA12-277-SSB-GLR F32T8 (2) 1x4 GASK. TROFFER CEILING 1, 4 FP LITHONIA 8TC132-GEBI/2-SM F32T8 (2) 8' STRIP SURFACE 4 FQ LITHONIA C132-GEB-SM F32T8 (1) 4' STRIP SURFACE 4 FIR STAFF 710/927-CL-HP2 F26 E QUAD TUB2 WALL WASH RECESSED X FR1 STAFF 710/927-CL-HP2 F26 QUAD TUBE 2 WALL WASH W/ BATTERY PACK RECESSED 12 FS STAFF DMID3245-05-2X-3065- 277-ER-3097-1 F32T8 (6) WALL BRACKET WALL 4,10,11, 13 FT LITHONIA 2UC132-120-GEB F32T8 (1) UNDER CABINET SURFACE HA LITHONIA TWH250-S-277-SF 250HPS (1) WALL PACK SURF. 14 HB LITHONIA TWH250-S-277-SF-PE 250HPS(1) WALL PACK SURF. HC LITHONIA TXL250M-277-SF-CF 250MH(1) LOW BAY PENDANT 14,16,17 HD LITHONIA TXL250M-277-SF-QRS-CIF 250MH(1) 250 1 LOW BAY W QUARTZ RESTRIKE PENDANT 14,16,17 HE LITHONIA TWH250-S-120-SF- )0HPS(1) 835-SW-13-BLRW-1 -=, H-277-C a MH '(1) 835-SW-EC-B-SP 277-C 5MH (1) F2ESWIRELN-z ,' -" D(2) F2ESW2R277E!-N i 5TT5(2) WALL PACK SURF. X HF STERNER SIGN LIGHT GROUND 14,15 HG STERNER FLAGPOLE LT.GROUND 14 X1 LITHONIA EXIT SIGN SINGLE FACE UNIVER. X2 L'1140NIA EXIT SIGN DOUBLE FACE UNIVER. SLA STERNER EX25 A-f0=3H 25 :1-- 250HPS(1)' C-SSS19--_---- EX25-A-28-3M %' SOHPS(2) G SS. , ar l EX25-A *180 O OHPS 2 EX25->' ?0-F `� ' S0- �,5(1) -- C=SSS EX °.'-A 29-3f�(2) SS.` - - SHOEBOX TYPE III 1 25 FT. POLE 9,14 SLp, STERNER SHOEBOX TYPE III (2) 25 FT. POLE 9 SLC STERNER SHOEBOX-TYPE 111 (1) /FWD._ THROW (1) 25 FT. POLE 9 SLD STERNER SHOEBOX FWD THROW 25 FT. POLE _ 9 SLE STERNER SHOEBOX TYPE III j2) 25 FT. POLE 9 SIT - STERNER SHOEBOX 25 FT. POLE 9 FIXTURE FOR PLASTER TH I 7 Lri :' IT' R'y' PA,C K,OUN kN iv ". ., a F:. `: "R'S SAFELIGHT. TH " 6 WALL Otr. <"J1_ F G, )Id Ft 6bi,1.i Lid, I''ACK 4 YE LIGH r;r =. r.A 3 FOR PRO AL SHA.LL I C;LvuL . M Lr 2LjiiNG ELE&F , SY ,^-^, HITECT A. : , 0�OUNT�FIXTUR 2. 'WITH i I ONIA PSL ,, FRY PAC, 1 13 PROVIDE UNSWITCF` C:= l RC I,^ -nR CONTINUOUS', CLOCK "OPERATION A PROVIDE i VNER WI I ti4)'SPARi- _,, - ' =--I ON OF PROJECT. (5. CONTRAtfOR*SHALL' VERIFY FIXTURF SIGN WITH ENGINEER ,P,RIOR TO RIOUGH-11V. PENDANT MOUNT?L'. AT 14'-0" AFF. PROVIDE RI '17. LAMP SHAt ;U,. RAT A) 1 I. �.. . J ;� '.CLOSED LUMINAIRE. NOTL: SEE SHEET HELIPORT LILT'„v Mk SHEET NUMBER Sims Wilkerson Engineering, Inc. E-17 800 South Orlando Avenue, Suite 150 , ~ OF-, Maitland, Florida 32751-5627 (407)645-1566 FAX(407)645-2399 (.._