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Hillcrest Funeral Home 95-01470
ST. LUCIE COUNTY - FT. PIERCE FIRE DISTRICT BUILDING PLAN REVIEW P.O. BOX 3030 _`- FT. PIERCE, FL. 34950-3030 TELEPHONE: ( 407 ) - 462.2312 FAX NO: ( 407 ) - 462-2325 JURISDICTION: St Lucie County F.P.B.NUMBER: 6463 PROJECT NAME: Hillcrest Memorial Gardens_ BLDG DEPT. NO: 50421 CONTRACTOR: Kellogg & Kinsey PHONE NO: ( 813 ) 954-0990 ARCHITECT: Architecture Plus PHONE NO: ( 813 ) 281-9299T BLDG. OWNER: Hillcrest Memorial Gardens REVIEW DATE: 3-14-95 BLDG, LOCATION: 6026 N Federal Hwy NO. OF STORIES: 1 OCCUPANCY TYPE: Mixed: Assembly C/Business_ BLDG. HEIGHT: GROSS SQ. FT. 11950 sq. ft. NET SQ. FT. _ sq. ft OCCUPANT LOAD: Assembly 148 BASED ON 18 Per Person CONSTRUCTION TYPE: N.F.P.A. # 220 _III_(200) S.B.C.C.I. �V ( un ) NEW CONSTRUCTION: _X— RENOVATION: ADDITION: _ SHELL ONLY: _ 1. Assembly seating is based on pews at 18 linear inches per pers n. With the pews shown the seating would be 148 persons. Seats (pews) served by i an aisle at one end only shall have 12" minimum clear width of aisle accessway betweenrows and shall be increased by a 0.6" for eve y seat over a total of 7. 1 Seating served by aisles at both ends shall have 12" minimum c ear width and shall be increased by 0.3" for every seat over 14. 2. Exit and exit access doors (#41, 44, 45, 46) may be equipped w'th locks or latches only if it is panic hardware. These doors serve an occupant load over 100 persons and therefore are required to be equippe with panic hardware. 3. Doors located in one (1) hour rated storage room walls shall be a listed Class C 3/4 hour rated door and jamb assembly equipped with self -closing devices. 4. Door #24 is shown as a 20 minute rating. This door from the garage shall be a Class B 1 hour rated assembly. 5. Insulation in concealed attic spaces shall have a Class A flame spread rating of 0 to 25 or the combustible facing shall be in contac with the ceiling materials. See Section A-2.4 6. See attached fire alarm requirements. A manual system will be permitted i4 lieu of a voice system. The fire alarm control panel or a xemote alarm control panel shall be located in a normally occupied room. The duct type smoke detectors shall indicate a supervisory and trouble s?gnal in the fire alarm control panel. REVIEWED BY: ,�_•--- DATE: J..� _ 10HN t{AYDEN SHEET NO. OF � _L ArchitecturePlus International Architecture Interior Design Retail Design Food Retailing Master Planning Packaging Graphics art•. Fax 8132819292 Architecture Plus International 2709 Rocky Point Drive, Suite 201, Tampa, Florida 3360? Tel. 8132819299 June 21,1995 Building Department St. Lucie County, Florida Re: Hillcrest Funeral Home 6207 N. US Hwy No. 1 Ft. Pierce, Florida 34946 API Project No.9350.00 Building Permit No.95-01470 USE OF FIBERMESH CONCRETE IN LIEU OF WELDED WIRE MESH To Whom It May Concern, The General Contractor, Kellogg & Kimsey, Inc. has requested approval to use fibermesh concrete in lieu of welded wire mesh for the concrete slab for the above project. API approves this change request. If you have any additional questions please do not hesitate to contact us at (813) 281-9299. Thank you for your attention to this matter. Sincerely, M Archite rePlus International, Inc. Juan Romero, President Project Architect c: Jon Orlando, Kellogg & Kimsey, Inc. -a STATE OF FLORI A - PERMIT # DEPARTMENT OF �EALTH AND REH7)B ILITATIVE SERVICES DATE PAID � P ONSITE SEWAGE ISPOSAL SYSTEM FEE PAID $ 2 0. 0 CONSTRUCTION P# As. , Authority: ChII RMIT RECEIPT apter 381,- FS & Chapter 1OD-6, FAC - 'CONSTRUCTION PERMIT FOR: - IX) New System [ ] Existing System [ ] Holding Tank ( j Temporary/Experimental [ ] Repair [ j Abandonment [ ] Other(Specify) -.APPLICANT: SCI Funeral Services of Florida Inc. AGENT: Craven Thompson & Associates, Inc. PROPLRTY STREET ADDRESS:` S. Highway #1, St. Lucie County, Florida LOT: BLOCK- SUBDIVISION: Hillcrest _ PROPERTY ID #: 14053300_002000JFnss)rma(j [ 14053300003000h� [OR TAX ID NUMBER] SYSTEM MUST BECONSTRUCTEDIN 4'.REPAIR PERMITS AND HOLDING TA EXPIRE ONE *PAR FROM THE DATE f!. PERFORMANCE FOR ANY SPECIFIC. -. BASIS FOR ISSUANCE OF THIS PE G' MODIFICATIONS MAY RESULT IN T SYSTEM DESIGN AND SPECIF T ( 1,900 ) [ GALLONS ADM] S1 A [ 450 j [ GALLONS /1C{3M ] I N ( N/A ] GALLONS GREASE K [ 225 ] GALLONS PER DOSE ----------------- LCCORDA'a7CE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER IOD-d, FAC PERMITS EXPIRE 90 DAYS FROM THE .DATE OF ISSUE. ALL OTHER PERMITS :F ISSUE. HRS APPROVAL OF SYSTEM DOES NOT GUARANTEE SATIStACTORY :RIOD OF TIME. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A [IT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCY :S PERMIT BEING -MADE NULL AND VOID. . covv ocvc _-c=cov= __-_ ccecx- _ec-ve=ceo co va=eeo-po______ 'TIC TANK/ MULTI-CHAMBERED/IN SERIES:[., sing Tank CAPACITY MULTI-CHAMBERED/IN SERIES:[ 4TERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS DOSING TANK CAPACITY DOSE RATE [ ] PER 24 HRS NO. OF PUMPS: (2 [ 9451 SQUARE FEET PRIMARY DRAINFIELD SYSTEM [ N/A j SQUARE FEET SYSTEM TYPE SYSTEM: ���� y ] X STANDARD T( ] FILLED CONFIGURATIO ( �_.TRENCH [ X] BED LOCATION OF BENCHMARK: Natural grade (refernee point) ELEVATION OF PROPOSED SYSTEM SITE ('0 j [INCHES/)Q]iS] C /BELOW] /REFERENCE POIN BOTTOM OF DRAINFIELD TO BE [not to exceed [.INCHES/]M( '/BELOW] /REFERENCE POIN FILL REQUIRED:.,,(. 0 j, 0 1.) Drain line invert T 2.) Must satisfy F.D. H 3.) Must obtain an an E 4.-Design (�Engineer t nt L..� YO,nn SPECIFICATIC"" �"• 24 inches INCHES EXCAVATION REQUIRED: [ 0 J INCHES to be not more than 18" below natural grade. TD TITLE: APPROVED BY: / TITLE? DATE ISSUED;.'`dl 1G 9 I MR4-N Form 4016, Mar 42 (Obso[etes previpus editions which may not be used) (dock Number: 5744-001-4016-0) Project Engineer for The Firm CPE EXPIRATION DATE:— [s 1 ge 1 o4 Pag FILLED LANDS AFFIDAVI' I, the undersigned, am the owner of the following described property, Tax ID 1406 444 000 2 0007, Legal Desc.-Attached, 6026 N. U.S. Highway 1 Fort Pierce, Florida 34946 (tax ID/legal descriptiorVaddre") for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number _ , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for -the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Earnest E. Poynter Property Owner Vice President Property rQvner Data Pri( 9 ) Georgia STATE OF R115WIYA„ COUNTY OF Gwinnett._ THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 2 DAY OF i' '4- O 19 WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED — AS IDENTIFICATION. _. r v ^� SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY ,. NOTARY PUBLIC TITLE '-"- — COMMISSION NUMBER 0 ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM' Name of Feepayer Address 60 A (O Date 3 //O /(%� Permit # 9� Road Benefit and Collection Zone # )x)a m1a1 nd 8 The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986, amended March 1, 1990. 9 -------------------------------------- =---------------------------- IMPACT FEE CALCULATIONS LAND USE FEE PER UNIT TOTAL TYPE UNIT IMPACT FEE # UNITS # SQ FT (1000) # PARKING SPACES # STUDENTS 11. 93o (X) / % / 8-- = s An S36,_/o CtYMPPhent Performance Methodlfor Commercial Buildings Form 40OB-94 ENERGY EFFICIENCYiCODE FOR BUILDING CONSTRUCTION Florida Depar ment of Community Affairs FLA/CIM-94 Version 2.1 PROJECT NAME_HILLCREST FUNERAL HOME ADDRESS: VERO BEACH OWNER: SERVICE CORPORATION INT. AGENT: ARCHTTF.CTTTRF.PLTTR:!.. TNTT4RNATTOM BUILDING TYPE: _Service Esta CONSTRUCTION CONDITION: New DESIGN COMPLETION: _Finished CONDITIONED FLOOR AREA: _825 MAX. TONNAGE OF EQUIPMENT PE COMPLIANCE CALCULATION: ishments nstruction uilding SYSTEM: 1 PERMITTING OFFICE: _ST. LUCIE COUNTY CLIMATE ZONE: 6 PERMIT NO: JURISDICTION NO: 661000 METHOD DESIGN, -B------_-- ENVELOPE PERFORMANCE 53.28 6THER ENVELOPE REQUIREMENTS LIGHTING INTERIOR LIGHTING 21356.00 EXTERIOR LIGHTING 0.00 LIGHTING CONTROL REQUIREMOTS HVAC EQUIPMENT `COOLING EQUIPMENT 1. EER 9.00 IPLV 7.50 2. SEER 10_50 3. SEER 10.60 4. SEER 10.00 5. SEER 10.50 6. SEER 10.10 HEATING EQUIPMENT AIR DISTRIBUTION SYSTEM INSULATION LEVEL 1. Unventilated 6.50 2. Unventilated 6.50 3. Unventilated 6.50 4. Unventilated 6.50 5. Unventilated 6.50 6. Unventilated 6.50 "!WATER HEATING EQUIPMENT 1. EF 0.85 2. EF 0.85 0. EF 0.85 4. EF 0.85 B. EF 0.85 PIPING INSULATION REQUIREMENTS $. Circulating 1.00 2. Circulating 1.00 33. Circulating 44.-Circulating 1.00 55 Circulating 1.00 ---- I- 00 __ COMPLMNCE CERTIFICATION: - S .4l ni NUMBER OF ZONES: 6 CRITERIA 73.62 25581.75 300.00 8.50 7.50 10.00 10.00 10.00 10.00 10.00 6.00 6.00 6.00' 6.00 6.00 6.00 0.82 0.82 0.82 0.82 0.82 0.57 0.57 0.60 0.57 0.60 RESULT PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES I hereby certify that the plans and ' specifications covered by this calcu- lation are ,in compliance with the Florida Energy Efficiency Code. PREPARED BY. �/, ,�-- DATE: 0 27*6" 5j I hereby certify that his building is in compliance w' Florida Energy Efficiency' Cod OWNER/AGENT: Review of the plans and specifidg- tions covered by this calculatidn 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 hereby certify'*) that the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE ARCHITECT F MECHANICAL: Mlchael urkan 8 6 L PLUMBING Michael Curkan $ L 'ELECTRICAL: Alan Wlnchell 26 L LIGHTING Alan Winchell 26 L (*) Signature is required where,Florida law requires design to be performed by 3�egiste�ed design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. ------------------------------------------------------ III :k 401.------GLAZING--ZONE 1- Elevation Type Northeast Commercial Southwest Commercial Southwest Commercial 401.------GLAZING--ZONE 2- Elevation Type Adjacent 401.------GLAZING--ZONE 3- INFORMATION U SC VLT Shading -- 1.1 - 1 1 - None 1.1 1 1 None 1.1 1 1 None Total Glass Area in Zone COMPLIANCE CHECK Area(Sgft) 12 42 8 1 = 62 U Sc VLT Shading Area(Sgft) 0 1 None 0 Total Glass Area in Zone 2 = 0 Elevation Type U Sc VLT Shading Area(Sgft) ------------------------ ---- ---- ---- ------------- ---------- Northeast Commercial 1.1 1 1 None 16 Total Glass Area in Zone 3 = 16 4'01.---- GLAZING --ZONE 4--------------------------------------------- Elevation Type U Sc VLT Shading Area(Sgft) --------- Southwest --------------- Commercial I---- ---- 1.1 ---- 1 -------------- 1 None -------- 112 Southwest Commercial 1.1 1 L None 56 Total Glass Area in Zone 4-'----------168 401.------GLAZING--ZONE 5- ----------------------------- --V- Elevation Type - -- U ---- ---- SC ---- VLT Shading -------------- Area(Sgft) - Southeast Commercial 1.1 1 1 None ---------- 16 Total Glass Area in Zone 5 = 16 401.------GLAZING--ZONE 6- r---------------------------------------------v- Elevation Type U Sc VLT Shading Area(Sgft) ---------- --------------- 7--- ---- ---- -------------- ---------- Adjacent i0 1 None 0 Total Glass Area in Zone 6 = 0 Total Glass Area = 262 402.------WALLS--ZONE 1---jL---------------------------------------------- Elevation --------- TypeU ------------------------------------ Added R Gross(Sgft) Northeast L & Hvywt. Concrto Block + 8 ------- H 0.402 0 ----------- 420 Northwest L & Hvywt. Concrto Block + 8" H 0.402 0 620 Southwest L & Hvywt. Concrete Block + 8" H 0.402 0 420 Southeast L & Hvywt. Concrete Block + 8" H 0.402 0 40 Total Wall Area in Zone 1 = 1500 402.------WALLS--ZONE 2------------------------------------------------ --- Elevation Type U Added R Gross(Sgft) Adjacent 4" STUD WALL ' Adjacent 4" STUD WALL Adjacent 4" STUD WALL Adjacent 4" STUD WALL 402.------WALLS--ZONE 3--- Elevation Type Northeast L & Hvywt. Concr Northwest Hvywt. Concrete Adjacent 4" STUD WALL Adjacent 4" STUD WALL .32 0 312 .32 0 312 .32 0 256 .32 0 320 Total Wall Area in Zone 2 = 1200 --------------------------------------------- U Added R Gross(Sgft) .te Block + 8" H 0.402 0 760'. all + 8" Concre 0.490 0 72 .32 0 760 .32 11 192 Total----- otal Wall ---- all Area in Zone 3- = 1784 402.------WALLS--ZONE 4----------------------------------------------- Elevation Type U Added R Gross(Sgft) Northeast Hvywt Concrete Wall + 8" Concre 0.490 0 T 152 Northwest Hvywt: Concrete Wall + 8" Concre 0.4900 232 Southwest Hvywt. Concrete, Wall + 8" Concre 0.490 0 1040 Southeast Hvywt.- Concret Wall + 811Concre 0.490 0 288 Total Wall Area in Zone 4 = 1712 402.------WALLS--ZONE 5- ---------------------------------------------- --- Elevation Type U Added R Gross(Sgft) --------------------------------��------- ----- ----------------- Northeast Hvywt. Concret Wall + $ Concre 0.490 0 152 Southeast Hvywt. Concret Wall + 8" Concre 0.490 0 384 Adjacent 4" STUD WALL .32 0 256 Adjacent 4" STUD WALL .32 0 256 Total Wall Area in Zone 5 = 1048 402------- WALLS --ZONE 6----------------------------------------------- --- Elevation Type U Added R Gross(Sgft) - Northwest Hvywt. Concret (Wall+ 8" Concre 0.490 0 104 Adjacent 4" STUD WALL .32 0 104 Adjacent 4" STUD WALL .32 0 160 Adj1acent 4" STUD WALL .32 0 104 Total Wall Area in Zone 6 = 472 1--------_Total-Gross-Wall-Area--------------- -- 7716 403-. ----DOORS--ZONE 1- - Elevation Type ----U Area(Sgft) Northwest 1-3/4 Steel Dodr-Solid Urethane foam co 0.20 42 Northeast 1/4" SINGLE PANE GLASS 1.1 42 Southwest 1/4" SINGLE PANE GLASS 1.1 42 Total Door Area in Zone 1 = 126 403.------DOORS--ZONE 2- ----------------------------------------- --- Elevation Type U Area(Sgft) - ---------------- --------------- i Adjacent 1-3/8 Wood Door -Hollow core flush 0.47 147 Total Door Area in Zone 2 = 147 403---- DOORS --ZONE 3----------------------------------------------- --- Elevation Type I U Area(Sgft) Northeast 1-3/4 Steel Do r-Solid Urethane foam co 0.20 42 Total Door Area in Zone 3 = 42 403------- DOORS --ZONE 4-+--------------------------------------------- --- Elevation Type U Area(Sgft) - ------------------------ ----- --------- Southwest 1/4" SINGLE PANE GLASS 1.1 42 Total Door Area in Zone 4 = 42 403.------DOORS--ZONE 5- 1--------------------------------------------- --- Elevation Type U Area(Sgft) -------------------- +-------------------------- --------------- SOUtheast 1-3/4 Steel Do r-Solid Urethane foam co 0.20 42 Total Door Area in Zone 5 = 42 403.------DOORS--ZONE 6---------------------------------^-------------- ^-- EleVation Type ----------U Area(Sgft)--------------------- ----- -------- Adjacent 1-3/8 Wood Door Hollow core flush 0.47 21 Total Door Area in Zone 6 = 21 _-----_---Total Door Area = 420 E 404------- ROOFS--ZON1-- ------------------------------ - Type ------------------------- 1." WOOD W/R-30 INSULATIO 404.- ---ROOFS--ZONE 2- J Type ---------- --------------- 11' WOOD W/ R-30 INSULATIO 404- -----ROOFS--ZONE 3- Type -------------------------- 1" WOOD W/ R-30 INSULATIO 404------- ROOFS --ZONE 4- Type -------------------------- ..1" WOOD W/.R-30 INSULATIO 404 --- ROOFS --ZONE 5- Color U Added R Area(Sgft) Medium .03 0 2013 Total Roof Area in Zone 1 = 2013 •-------------------- ---- - Color U Added R Area(Sgft) Medium .03 0 2464 Total Roof Area in Zone 2 = 2464 ------------- -- - Color U Added R Area(Sgft) Medium .03 0 1380 Total Roof Area in Zone 3 = 1380 •------------ -- - - Color U Added R Area(Sgft) Medium .03 0 512 Total Roof Area in Zone 4 = 512 Type ------------------------- t--------- Color ------ ----- U Added R ------- Area(Sgft) ---------- 1" WOOD W/ R-30 INSULATIO Medium .03 0 1394 Total Roof Area in Zone 5 = 1394 404.------ROOFS--ZONE 6--:---------------------------------------------- --- Type ------------------------- ---------- Color ------ ----- U Added R ------- Area(Sgft) ---------- 1" WOOD W/ R-30 INSULATIO Medium .03 0 396 Total Roof Area in Zone 6 = 396 Total Roof Area = 8159 405.------FLOORS-ZONE 1- --------------------------------------------^-- --- Type i R Area(Sgft) ------------------------- --------------------- ------- Slab on Grade/Uninsulated 0 2013 Total Floor Area in Zone 1 = 2013 405.------FLOORS-ZONE 2----------------------------------------------- --- Type R Area(Sgft) Slab on Grade/Uninsulated 0 2464 Total Floor Area in Zone 2 = 2464 405.------FLOORS-ZONE 3- ---------------------------------------------- --- Type ----------------------- ---------------------- R ------- Area(Sgft) ---------- Slab on Grade/Uninsulated 0 1380 Total Floor Area in Zone 3 = 1380 405.------FLOORS-ZONE 4- ---------------------------------------------- --- ------------------------- Slab on Grade/Uninsulated 405------- FLOORS -ZONE 5-- Ty ---------------------- SlA on Grade/Uninsulated 405------- FLOORS -ZONE 6-- Type Slab on Grade/Uninsulated R Area(Sgft) -------------------------------------- 0 512 Total Floor Area in Zone 4 = 512 -- R Area(Sgft) 0 1394 Total Floor Area in Zone 5 = 1394 - R Area(Sgft) -- 0 --396 Total ,Floor Area in Zone 6 = 396 Total Floor Area = 8159 406.------INFILTRATION---- Infiltration Criteria 407.------COOLING SYSTEMS - Type ---------------------- 406.1.ABC.1 have been met. No Efficiency IPLV 1. Air Cooled (',>= 65,00 Btu/h 1 9.0 7.5 2. Split System', 1 1 10.5 0 3. Split System': 1 10.6 0 4. Split System 1 10.0 0 5. Split System' 6. Split System 408.------HEATING SYSTEMS - Type ---------------------- 1. No Heating System 2. No Heating System 3. No Heating System 4. No Heating System 5. No Heating System 6. No Heating System 409.------VENTILATION ----- Ventilation Criteria 410.-----AIR DISTRIBUTION AHU Type ---------------------- 1. Split / PTAC Air Cond. 2. Split / PTAC Air Cond. 3•. Split / PTAC Air Cond. 4. Split / PTAC Air Cond. `5. Split / PTAC Air Cond. 6. Split / PTAC Air Cond. 411.---- PUMPS AND PIPING Type CHECK Tons -------------- 12.22 3.88 2.82 4.98 1 10.5 0 3.23 1 1011 0 1.43 ^-------------- No Efficiency BTU/hr 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 CHECK n 409.1.ABC.1 have been met. SYSTEM---------------------------------------- Duct Location R-value tioner Unventilated 6.5 tioner Unventilated 6.5 tioner Unventilated 6.5 tioner Unventilated 6.5 tioner Unventilated 6.5 tioner Unventilated 6.5 .ZONE 1 --------------------------------------- ------------------------ 1. Circulating 411.-----PUMPS AND PIPING 'ZONE Type ------------------------ 411.-----PUMPS AND PI'PING41ZONE Type 1. Circulating 411.-- -PUMPS AND PIPING ZONE Type ------------------------ 1 Circulating 411 ------ PUMPS AND PIPINGLZONE Type ------------ 1.. Circulating 4JU------PUMPS AND PIPING ZONE R-value/in Diameter Thickness ---------------------^----- 6 .5 1 ------------------------------- R^value/in Diameter Thickness --------- 3 --------------------------------------- R-value/in Diameter Thickness 6 .5 1 4 --------------------------------------- R-value/in Diameter Thickness --------------------------- 6 .75 1 5 --------------------------------------- R-value/in Diameter Thickness TYPe ----- -_ -- 11 Circulating 412 ------ WATER HEATING SY ITEMS -ZONE 1- Type - Efficiency ------------4------- ------ 6 .5 1 R_value/in Diameter Thicknessi 6 .75 1 ------- StandbyLoss InputRate Gallons -1. <=12 kW 412.-----WATER HEAT Type --------------- 412.-----WATER HEAT Type ----------------- 1 <=12 kW '412.-----WATER HEATIN, Type ----------------- 1. <=12 kW 412.-----WATER HEATIN, Type 1. <=12 kW 412.-----WATER HEATIN Type .85 0 9000 82 SYSTEMS -ZONE 2------------------------------- Efficiency StandbyLoss InputRate Gallons SYSTEMS -ZONE 3 ---------------------------------- Efficiency StandbyLoss InputRate Gallons .85 0 9000 82 SYSTEMS -ZONE 4 ---------------------------------- Efficiency StandbyLoss InputRate Gallons .85 0 9000 82 SYSTEMS -ZONE 5 ---------------------------------- Efficiency StandbyLoss InputRate Gallons .85 0 9000 82 SYSTEMS -ZONE 6 ---------------------------------- Efficiency StandbyLoss InputRate Gallons - - - - ---------- 1. <=12 kW I .85 0-----9000- 82 413.-----ELECTRICAL P WER DISTRIBUTION-------------- ---------- Metering criteria Transformer crite 414.-----MOTORS------ Motor efficiencie '415.-----LIGHTING SYS Space Type No Contr > Preaching 1 Stepp 415.-----LIGHTING SYS Space Type No Contr ,Type B(Ser 1 On/Of "415.-----LIGHTING SYS ,Space Type No Contr Type C(Mix 1 On/Of 415------ LIGHTING SYS Space Type No Contr Accounting 1 On/Of 415.-----LIGHTING SYS Space Type No Contr Type C(Mix 1 On/Of 415.-----LIGHTING SYS' Space Type No Contri Laboratory 1 On/Of`. CHECK in 413.1.ABC.1 have been met. is in 413.1.ABC.2 have been met. in 414.1.ABC.1 have been met. EMS -ZONE 1 --------------------------------------- 1 Type 1 No Control Type 2 No Watts Area(Sgft) d-4 Leve 3 On/Off 2 4900 2013 Total Watts for Zone 1 = 4900 Total Area for Zone 1 = 2013 EMS -ZONE 2 --------------------------------------- 1 Type 1 No Control Type 2 No Watts Area(Sgft) 5 Continuous Dim 3 6510 2464 Total Watts for Zone 2 = 6510 Total Area for Zone 2 = 2464 EMS -ZONE 3 --------------------------------------- 1 Type 1 No Control Type 2 No Watts Area(Sgft) 5 None 0 2720 1380 Total Watts for Zone 3 = 2720 Total Area for Zone 3 = 1380 EMS -ZONE 4--------------------------------------- 1 Type 1 No Control Type 2 No Watts Area(Sgft) 4 On/Off 5 4470 512 Total Watts for Zone 4 = 4470 Total Area for Zone 4 =512 EMS -ZONE 5--------------------------- --------- 1 Type 1 No Control Type 2 No Watts Area(Sgft) -------- ----------------- --- ------ ------ --. 2 Continuous Dim 7 1940 1J94 Total Watts for Zone 5 = 114P Total Area for Zone 5 = 13.9.t MS -ZONE 6 ------------------------------------ ) L_Type _1 -No Control Type 2 No Watts Area(Sgf--L "' -----i---- ------- ------ 346 2 None 0 81639E Total Watts for Zone 6 = Total Area for Zone 6 = Total Watts = Total Area = Lighting criteria in 415.1.ABC have been met. --------------------------------------------------------------- 16 HVAC load sizing has been performed. (407.1.ABC.1) --------------------------------------------------------------- 17. Duct sizing and design have been performed. (410.1.ABC.1.2) I" 18. Testing and balancing will be performed. (410.1.ABC.4) 0l0 396 21356 CHECK PROJECT TITLE BUILDING TYPE BUILDING LOCATION BUILDING AREA(ft�): BUILDING ENVELOPE COMI H I l 25 N NE E WALL 1484 GL 28 SC 1.000 PF 0.00 VLT 1.00 Uof 1.100 W Uo 0.42 HC 10:22 IP 2 HEAT 0.900 COOL 13.047 SUM ,R 13.947 I OTHER ENVELOPE REQUIREME MAXIMUM PERCENTAGE OF'ROO] Percentage of Roof Area ii MAXIMUM ALLOWABLE Uo: Roof !REST FUNERAL HOME ce Establishments ,UCIE COUNTY PERFORMANCE ORIENTATION SE S 712 16 1.000 0.00 1.00 1.100 0.49 17.19 2 L O A D S SW W 1460 218 1.000 0.00 1.00 1.100 0.46 15.01 2 0.366 0.506 6.947 23.222 7.31.3 23.728 ****** PASSES ******* IN SKYLIGHTS: Skylights Wall Adjacent to''Unconditipn ** PROJECT TITLE HILL RE1 `-'BUILDING TYPE Service BUILDING LOCATION : ST. LUC BUILDING AREA(ft2): 8254 SYSTEM PERFORMANCE CRITER: BUILDING DESIGN : Interior Lighting Power Exterior Lighting Power INTERIOR LIGHTING CRITERI2 Space p Type Area Clg Ht Spa( 57 2013.0 10.0 1 99 2464.0 8.0 1 100 1380.0 8.0 1' 34 512.0 8.0 1 100 1394.0 8.0 1 66 396.0 8.0 1 ed Space ***** PASSES ******* T FUNERAL HOME Establishments E COUNTY 21356 W 0 W WEIGHTED NW AVER. CRITERIA 1028 0.06 0.254 0 WWR WWR 0.000 0.78 0.500 0.00 0.00 0.00 0.00 0.78 N/A 0.000 0.86 1.150 0.44 0.45 0.371 12.03 13.17 1 2 2 N/A TOTAL 0.641 2.413< 3.036 7.651 50.867< 70.586 8.292 53.281< 73.622 DESIGN LIMIT 11 0.000 = 0.0000 11 0.030 < 0.0990 0.304 < 0.7019 2.59 W/Gross ft2 :s AF UPD PB LPB Total LPB JI - 1.06 2.70 2.87 5771 5771 1.01 3.20 3.24 7973' 7973 1.04 3.30 3.45 4756 4756 1.00 2.70 2.70 1382 1382 1.04 3.30 3.44 4801 4801 1.17 1.90 2.22 880 880 IlAllowance 3.14 W/Gross ft2 Unit Power Density Interior Lighting Powe 25582 W ******** PASSES ******** EXTERIOR LIGHTING CRITER �REA A: AREA AREA OR ALLOWANCE CODE DESCRIPTION LENGTH WATTS 9 Other activity areas for casual use 0.00 0.00 1 Exit (with or without canopy) 6.00 150.00 1 Exit (with or without canopy) 6.00 150.00- 8 Storage and non -ma ufacturing work area 0.00 0.00 9 Other activity areas for casual use 0.00 0.00 4 Light Traffic 0.00 0.00 4 Light Traffic 0.00 0.00 9 Other activity areas for casual use 0.00 0.00 Exterior Lighting Powe Allowance 300.00 W ft******* PASSES ******** THE LIGHTING SYSTEM CONT pL REQUIREMENTS: TOTAL EQUIVALENT SPACE NO. CONTROLS CONTROL POINTS' NO. DESCRIPTION AREA TASKS TYPE 1 NO. TYPE 2 NO. INSTLD. READ. 57 Preaching 20130 i 1 Stepped-4 3 On/Off 2 11 > 3 99 Type B(Ser 2464.0 1 On/Off 5 Continuous 3 14 > 4 •100 Type C(Mix' 1380.0 1 On/Off 5 None 0 5 > 2 34 Accounting 512.0 1 On/Off 4 On/Off 5 9> 2 100 Type C(Mix 1394.0 1 On/Off 2 Continuous 7 23 > 2 66 Laboratory 396.0 1 On/Off 2 None 0 2= 2 ******** PASSES ******** PROJECT TITLE HIL CREST FUNERAL HOME BUILDING TYPE Service Establishments BUILDING LOCATION : ST. LUCIE COUNTY BUILDING AREA(ft2): _825 HVAC SYSTEMS PERFORMANCE, Cooling System Measure Minim. Minim. System System Result Result Type #1 #2 #1 #2 Eff.#1 Eff.#2 for #1 for #2 Air Cooled. EER, IPLV 8.50 7.50 9.00 7.50 PASSES PASSES Split Sys. SEER 10.00 0.00 10.50 0.00 PASSES Split Sys. SEER 10.00 0.00 10.60 0.00 PASSES Split Sys. SEER 10.00 0.00 10.00 0.00 PASSES Split Sys. SEER 10.00 0.00 10.50 0.00 PASSES Split Sys. ISEER 10.00 0.00 10`.10 1 0.00 PASSES Heating System Measure Minimum Req. Efficiency Result ******* PASSES ****zrx AIR DISTRIBUTION SYSTEM INSULATION LEVELS: Zone # Duct Location Minimum R-Value Design R-Value RASult 1. Unventilated 2. Unventilated 3. Unventilated 4. Unventilated 5. Unventilated 6. Unventilated 6.00 6.50 PASSES 6.00 - 6.50: PASSES 6.00 6.50 PASSES 6.00 6.50- PASSES 6.00 6.50 PASSES 6.00 6.50 PASSES ******* PASSES ******** PROJECT TITLE HILLCREST4UNERAL HOME ..`BUILDING TYPE Service Establishments BUILDING LOCATION : ST. LUCIE COUNTY BUILDING AREA(ft2): '8254 WATER HEATING SYSTEMS PRESCRIPTIVE CRITERIA System Measure Minimum Maximum Design Design Result Type EF / Et SL EF / Et SL `Electric <= 12kW EF 0.822 0.000 0.850 0.000 PASSES Electric <= 12kW EF 0.822 0.000 0.850 0.000 PASSES Electric <= 12kW EF 0.822 0.000 0.850 0.000 PASSES Electric <= 12kW EF 0.822 0.000 0.850 0.000 PASSES Electric <= 12kW EF 0.822 0.000 0.850 0.000 PASSES ******** PASSES ******** PIPING INSULATION REQUIREMENTS: Pipe Insulation Thickness(in)` System Type O.D.(in) Minimum Req. Design Result Circulating 0.50 i 0.57 1.00 PASSES Circulating 0.50 0.57 1.00 PASSES Circulating 0.75 0.60 1.00 PASSES Circulating 0.50 0.57'- 1.00 PASSES Circulating 0.75 0.60' 1.00 PASSES ********PASSES ******** tea. i 'OM OF DUCT SHALL BE ALLIED 13'-4" A.F.F. 2DINATE WITH DRAWING 5'-0" AD-3 4 -- - --- - --- -- - 430 CFM - -- TYP OF 3 FAMILY AD-1 10"0 NK �II 325 CFM ! I +a4r' OUTSIDE, AIR { ti ,',ER'_,, INSTALLED i TER DOOR STORAGE -3- _ --- � I I 6" 0 AD-1 100 CFM ®ELEC• ROOM 00 CFM {�1� L II f ! 4x8 COOLER N q P. ____ 4x2 4x8 AD-5 6x6 A -5 M GARAGE r n m �i 4 1' 150 CFM , 8x8 D 5 5'-0" AD-3 TOILET 1 Oxt - F_6 259 CFM ------------ --------- -- `\ -_ _ n 76x10 - DRESSING F-8 u TYP OF615 MS EF-4 LOUNGE 2 FLORA nn AD-5 ~ I — - -- - _ - - - -J TOx10 F_6 2x6 10"0 AD-1 MUSIC - u 1 300 CFM (TYP-4 AD-7 200 CFM 3 A - 290 CFM 1 T' 12"0 Q— 6" 0 A 8x4 ABV. CEI IN ( AL 11�► 4„0 CAP LOUVER � DRYWELL �_.. 12x1 I. F-y 8210 2 " CFM --� 8 0 AD-1/ L - YP OF12 8 nHu-s - 8..0 A 200 CF A - -� 100 CFM uw-a T 6 0 A - — - --- -- AD-5 200 C 6 0 AD-1 �_4 5 CFM 200 C 10 0 6"0 AD-1 AD-5 8 0 AD-1 --- — TYP-3) 100 CFM 16x14 SOUND 100 CFM 100 CFM 20x6 AD-5 160 CFM 2' 1Ox10 INTERNALLY `• LOCK - 12x1 360 CFM )P LINED EXHAUST 6x8 � 18x10 — ALL CD - --- — - -- --- 8x1 3 6'- 0AD-2 p 10x10 - STATEROOM #1 275 CFM !� rr�-�LARRANCEMENT #2 ALTERNATE 20x1 SELECTION ROOM . CONTAINER �� TYP OF 10 8"0 AD 1 �- 8x4 (� 1 x10 100 NK " 14x6 t50 CFM 6'0 AD-1�, 8"0 AD-i AD-1 6x12 8"0 AD-1 100 CFM ! 0 CFM 150 CFM 250 CFM AD 5 10x10 TOILET CHAPEL $80 CFM t 71"lrl4xlO �` 50 G I'� 25 CFM �_ 12x4 AD-5 12x4lm Ric i AHU-'`' TYP OF 6 150 FM 6'0 AD-1 ., x6 UP 100 CFM : 12x12: 10x620x10 10x6 12x6 r ..._ I r 8x10 r i"A 0 .` - -- uel I ua ,- ttYa 1 _ r f 10"4 TYP-10 DR - L .1 6'-0" AD-3 235 CFM - TYP OF 3 Jm CHAPEL MECHANICAL LEGEND SYMBOL DESCRIPTION 5-—�— NEW DUCTWORK, PIPING, OR EQUIPMENT �f FLEXIBLE DUCT ® SUPPLY OR OUTSIDE AIR DUCT SECTION RETURN OR EXHAUST DUCT SECTION 5----�--3 DUCTWORK TRANSITION ii MANUAL AIR VOLUME CONTROL DAMPER 5---� MOTORIZED DAMPER TOT Off NEW FIRE DAMPER ® SUPPLY AIR DEVICE. CLEAR TRIANGLE SIDES INDICATE AIR FLOW PATTERN RETURN OR EXHAUST AIR DEVICE C--1 SLOT DIFFUSER INSTALLED IN CEILING f--i SLOT DIFFUSER INSTALLED IN WALL -U UNDERCUT DOOR 3/4" AHU-# EQUIPMENT IDENTIFICATION MARK O WALL MOUNTED THERMOSTAT 0 SMOKE DETECTOR CONDENSATE DRAIN _CD CA OUTSIDE AIR S WALL SWITCH SECTION O PROVIDE PHENOLIC ABEL ABOVE WALL a SWITCH IN PREP ROOM TO READ: 'w J E -5 .0<OF OCCUPIED - ON <oo° UNOCCUPIED - OFF rcU<4 4 z„�" LABEL OVER EF-5 SPEED CONTROLLER TO READ: z9Wg "ADJUST SPEED FROM LOW TO I Fw HIGH DURING PROCEDURE" zfa� (SPEED CONTROLLER SHOULD HAVE rao� z HIGH/LOW INDICATOR) oZ O PROVIDE WALL SWITCH FOR AHU-8. ROVIDE w 02 c<rc� PHENOLIC LABEL ABOVE SWITCH TO AD: <2 Im wjzn — Sato U-8 amm wit w OCCUPIED - ON -�ww UNOCCUPIED - OFF 0 0 O RUN REFRIGERANT PIPING IN ATTIC PACE TO Z Hn 3o € a&Fm MECHANICAL ROOM. O,M< O ROUTE REFRIGERANT LINES DOWN IN 3 5/8" METAL "Two - STUD FURRED OUT WALL OF FLORAL OM 127 (REFER m�<� TO ARCHITECTURAL PLAN FOR EXACT LOCATION); THRUo�a WALL TO BELOW THE SIDEWALK. ALL REFRIGERANT oa$i PIPING BELOW SIDEWALK SHALL BE S EEVED IN 4" `"4O SCHEDULE 40 PVC. FILL VOID BETWEEN SLEEVE AND REFRIGERANT LINES WITH EXPANDED RETHANE FOAM., SEAL FOAM WATERTIGHT WITH MASTI DATE --- PI ARM i _4 F(ER1411'� 7e.0 i5ad ` N ()) N 0O O(.pNN N CD O) 00 00 <NN a j) C cn o 0o oo � O N Q) c: u Q_ O Al. C)- EOL� i U�� Q O ct O N c� � I P w ^o w 0 a w « e � ee as Imo,, .ti O � cc y d w m w r}` s F V b h X AA `�J w A v 0 N t\D N 7 Zz Q) O 0 0 5 w ix /110 I W 0 cr J W Li U M U O J_ {0:� 0 0 0 L a_ z O z IyZoZ 0 On w r9I O z 6 N w t M L IN J c 0 J zz 1 Q a H Z Q U U 1 w rLo I \ U a J 0- O C Q c 3 O C W Wta.1 N ~ '0 N U [L cn �-1 r MECHANICAL GENERAL NOTES: • IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. • INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL AND PLUMBING SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. • COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. • PROVIDE ADDITIONAL DUCTWORK AND PIPING SUPPORTS ON BOTH SIDES AND WITHIN 18" OF FIRE RATED WALL. DUCTWORK OR PIPING SHALL NOT BE SUPPORTED FROM ANY FIRE RATED WALL. • FOR DUCTWORK PENETRATING ONE HOUR FIRE RATED WALL, THE ENTIRE DUCT SYSTEM, TO BE CONSTRUCTED PER SMACNA STANDARDS WITH A MINIMUM OF 26 GA. STEEL DUCT AND SHALL CONTINUE IN THE HORIZONTAL DIRECTION WITHOUT ANY GRILLE OR OPENING FOR NOT LESS THAN 5'-0" FROM THE WALL AND DUCT SHALL NOT EXCEED SQUARE INCH REQUIREMENTS OF LOCAL CODE, OTHERWISE A FIRE DAMPER SHALL BE PROVIDED. • TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER FIG. 2-5 OF THE SMACNA MANUA • DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSION . • DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. • ALL SUPPLY AND RETURN DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET METAL. CONSTRUCT IN ACCORDANCE WITH LATEST SMACNA STANDARDS. • ALL WALL MOUNTED THERMOSTATS AND/OR TEMPERATURE SENSORS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS. OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT' SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE IN THE FIELD. • ALL SUPPLY AIR DIFFUSERS SHALL BE 4-WAY THROW UNLESS OTHERWISE NOTED. I • CONTRACTOR SHALL PROVIDE A COPY OF THE TEST AND BALANCE REPORT AT THE FINAL INSPECTION. CONTRACTOR SHALL ALSO PROVIDE ALL REPORTS AS REQUIRED BY THE SPECIFICATIONS. • ALL DUCTWORK MUST BE INSTALLED 6" AWAY FROM ANY FIRE RATED WALL TO FACILITATE INSPECTION. II II AH -3 WHEN AHU-i IS RU SHALL CLOSE. WHEN DAMPERS SHALL OPI 12X10 i • THE GEN SCHEDULES. 719rTi, 1wFwwT11wqF1pw7K�1N_STALLED PRIOR TO ANY I`RA°X Will OW 1- N 0 + O97FSET SUCH , , AS ELECTRICAL CONC:)l Akl'; as as • PENETRATIONS THRO GH SMOKE l* Ili y `,t VOL TES PENETRATION FOR PIPES, CONDUIT OR OTHER PUPPO-A ": 114f 0UGH ASSEMBLIES (FLOORS, ROOF, WALLS, PARTITIONS, ETC.) WITH A REQUIRED FIRE RESISTANCE RATING SHALL BE SEALED TO THE PENETRATING MEMBER IN AN APPROVED MANNER WHICH MAINTAINS THE REQUIRED FIRE RESISTANCE RATING OF THE ASSEMBLY AS FOLLOWS: o. WHERE HOLES F PENETRATIONS ARE FORMED CIRCULAR OR CORE -BORED, THE PENETRATION SHALL BE PROTECTED WITH FIRE -SEAL BRAND SMOKE AND FIRE STOP 171TTINGS MFG. BY O-Z GEDLEY, LINK SEAL BRAND BY THUNDER LINE OR AN EQUAL APPROVED BY ENGINEER. ��4 X b. WHERE HOLES FOR PENETRATIONS ARE IRREGULAR (NON -CIRCULAR) IN SHAPE, THE PENETRATION SHALL BE PROTECTED WITH DOW CORNING 3-6548, SILICONE RTV FOAM, 3M FIRE BARRIER PENETRATION SEAL_ SYSTEM OR AN EQUAL APPROVED BY THE ENGINEER. • UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT'. TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH WATER PIPIN h` SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. L; • CONTRACTOR SHALL FROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO INSTA MECHANICAL EQUIPMENT AND MATERIALS. • ,.:., All PROVIDE MANUAL DAMPERS IN ALL OUTSIDE AIR DUCTS. • MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 8'-0". Jt� • PROVIDE A TRAP IN kLL CONDENSATE PIPING LOCATED AT THE AIR HANDLING UNIT. INSULATE ALL PONDENSATE LINES WITH 1/2" THICK CLOSED CELL FOAM_. INSULATION.vim • ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE "STANDARD MECHANICAL CODE". SECTION 302 IS SPECIALLY NOTED. • LOCATIONS OF DUCT JOUNTED SMOKE DETECTORS SHOWN ON THE DRAWINGS ARE REFERENCE LOCATION ONLY. THE FINAL PLACEMENT OF THE DETECTOR IN THE DUCTWORK SHALL MEET THE REQUIREMENTS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE A PRESSURE DIFFERENTIAL TEST AND THE MANUFACTURER'S TEST KIT. A COPY 0 ALL TEST DATA WILL BE MADE AVAILABLE AT THE FINAL INSPECTION. PROVID READILY ACCESSIBLE DUCT ACCESS DOOR FOR INSPECTING AND SERVICING THE DETECTOR. DIVISION 16 SHALL PROVIDE ALL WORK ASSOCIATED WITH THE INSTALLATI N OF THIS DETECTOR. • ALL DUCTS TO INDIVI UAL DIFFUSERS ARE THE SAME SIZE AS THE DIFFUSER wrIr , THE MOTORIZED DAMPERS 7IIS NOT RUNNING THE MO REFER TO DWG M-1 FOR RI 30x'30 UP TO GRAVITY INTAI g " - ;HOOD '-I ------� V r -- l ' 1', I I li. ii i r------ I I �--- i 3 ¢ --- I j I W ____ x r ----q �� j x I. CD 16X16 N ii I i 12X10 y N )ill n l l 16X16 REFERIGERANT PIPING FROM CONDENSING UNITS. I 1OX8 r-- ---- �C AHU-8 \ 10x6 MOTORIZED 3 DAMPER (TYP) 16X16-DIFFERENTIAL i M PRESSURE 12X6 SENSOR (TYP) 1P/1 8X1D� (T__ - - 20 ---- - -- ------ 8X4 - _ - -- DROP DO L 3 32X16 I i 11 34X16 IN CEII F- - -- SPACE I I � 24X8- i 24X8 II On ------ 12X6i1 II I' I I I I 34X16 Rs l AHU-1 I I I i i t I 2" REFER TO DWG M-1 FOR CONTINUATION. 30x10 136x10 �I PLAN MECHANICAL SCALE: 1 /4"=1'-0" /94107-M21 /4"=1'-0" /94107-M2 i- I AHU-6 I I I A 16X10 � - I I � x I I I L-------------- ------ ---1 I - X12 WN\ / 12X6NG 1 I1= TYP) N a I 1f -- -- IOX8 N ___ / I " + I a i I' ¢ F1OX81 ® - - I I I ----� 20X14 -___-____---_ - �J: NOTES: 1. NO FLEXIBLE DUCTWORK ALLOWED IN MECHANICAL ROOM, INC UDING DROPS TO AIR DEVICES. 2. MAINTAIN ACCESS AREA TO SERVICE AIR HANDLERS. �rl -20X1 O AIR DEVICE SCHEDULE TYPE MATERIAL FINISH ACCESSORIES MANUFACTURERAND REMARKS MODEL I CEILING DIFFUSER ALUMINUM WHITE O.B.D. TITUS TDC-AA O All ` SUPPLY DIFFUSER T ALUMINUM WHITE - - - TITUS 3 SLOT ML-38 AD-3 RETURN SLOT DIFFUSER ALUMINUM WHITE - -- TITUS MLR-38 3 SLOT 5 AD-4 RETURN EXHAUST ALUMINUM WHITE O.B.D. TITUS 350FS AD-5 RETURN EXHAUST TRANSFER ALUMINUM WHITE --- TITUS 0 350FS AD-6 SUPPLY SLOT ;DIFFUSER ALUMINUM WHITE --- TITUS 38 1 SLOT O3 AD-7 I CEILING SUPPLY ALUMINUM WHITE O.B.D. TITUS TDC-AA O1 PROVID 24"x24" FACE, REFER TO DRAWING FOR NECK SIZE (;)PROVIDE 24%24" FACE AND FULL SIZE INSULATED PLENUM. REFER 10 DRAWING FOR DUCT CONNECTION SIZE. �e O3 FULL 18 ' PATTERN CONTROLLER. (4)PROVIDE (4)PROVIDE 1202 FACE AND FULL SIZE INSULATED PLENUM. REFER 10 DRAWING FOR DUCT CONNECTION SIZE. "pI 05 PROVIDE FIELD FABRICATED, ACOUSTICALLY LINED, 12 IN. DEEP PLENUM. * _ `1 6 PROVIDE 12X12 FACE, REFER TO DWG FOR NECK SIZE. s•;1,;, 7 PROVID 4-SLOT MODEL IN CHAPEL. A. SPLIT SYSTEM A/C SCHEDULE .. g AIR HANDLING UNIT DATA ` MARK - AHU-1 AHU-2 AHU-3 AHU-4 AHU-5 AHU-6 AHU-7 AHU-8 AREA SERVED - CHAPEL SELECTION e CK OF HOUSE LOBBY STATE RMS. PREP. RM. AHU-6 AHU-1 TOTAL CAPACITY BTUH 146,600 46,500 33,800 82,400 44 900 17,200 43,400 98,000 SENSIBLE CAPACITY BTUH 89,500 27,800 26,000 55,200 27,700 13,000 22,900 56.300 SUPPLY AIR CFM 4000 3 1780 1100 2400 1100 575 575 1500 OUTSIDE AIR CFM 220/1500 0 300 150 300 200 75 575 2 575 1500 ENTERING AIR TEMP DB/WB 'F/'F 78/66 78/65 77.1/66.3 78/66 83/70 95/80 95/80 EXT. STATIC PRESSURE IN. H2O 1.0 1. 0.5 1.0 0.6 0.4 0.4 0.4 HEATER K.W. 31 9 CL7 17 8 1/2 0 0 MOTOR H.P. 3 1 1/2 1/4 1 1/2 1/2 1/2 ELECTRICAL V/O/Hz 208/3/60 8 208/3/60 8 08/3/60 8 208/3/60 8 208/3/60 8 208/1/60 8 208/1/60 208/1/60 FILTER TYPE - FARR - 30/30 FARR - 30/30'FARR - 30/30 FARR - 30/30 ARR - 30/30 FARR - 30/30 2" METAL 2" METAL WEIGHT - 750 210 100 260 150 100 150 450 MANUFACTURER - WEATHERKING WEATHERKING VEATHERKING WEATHERKING EATHERKING WEATHERKING WEATHERKING WEATHERKING MODEL NO. HCH154 © VCH064 5 WBEMA-17 5 VCH074 5 VCH044 5O WBEMA-14(D5 VCA051 5 VCA101 SO CONDENSING UNIT DATA MARK - CU-1 CU-2 CU-3 CU-4 CU-5 CU-6 CU-5 CU-6 OUTDOOR TEMP. 'F 95 95 95 90 95 95 95 95 LIQUID LINE (SIZE) 11 IN. O.D. (2) 1/2 3/8 1/4 (2) 3/8 3/8 1/4 3/8 1/2 r SUCTION LINE (SIZE) 11 IN. O.D. (2) 1-1/8 7/8 3/4 (2) 7/8 7/8 5/8 7/8 1 1/8 ELECTRICAL V/O/Hz 208/3/60 208/3/60 1 11208/3/60 208/3/60 208/3/60 208/1/60 208/3/60 208/3/60 _ EER/SEER - 9,0 10.7 10.4 9.3 10.5 10.5 10.7 10.1 MCA - 50 21 23 35 21 13 21 55 WEIGHT LBS 615 260 135 400 260 135 265 525 V ° MANUFACTURER - WEATHERKING WEATHERKING VlEATHERKING WEATHERKING WEATHERKING WEATHERKING WEATHERKING WEATHERKING MODEL NO. - RC134 RC044 WAKEA-036 RC74 RC044 WAKEA-0 RCA051 RCA101 NOTES ® 7 0 11 12 13 7 10 11 0@6@ 7 10 11 1 7 10 11 7 10 11 15 O3 7 11 14 ® 7 11 14 O1 PRECONDITIONED OUTSIDE AIR (AHU-8). ®PROVIDE SINGLE A POINT POWER CONNECTION. O2 PRECONDITIONED OUTSIDE AIR (AHU-7) 90 PROVIDE MULTI -STAGE HEATER (MINIMUM OF 4 STAGES). ( 1/2" HOT GAS BY-PASS. 10 PROVIDE FACTORY THERMOSTAT. ® 5/8" HOT GAS BY-PASS. 3 (5)VERIFY REFRIGERANT PIPE SIZES WITH UNIT MFG. x O5 VERTICES DISCHARGE UNIT - FLOOR MOUNTED.i PROVIDE INTERLOCK RELAY, FACTORY INSTALLED IN THE CONTROL PANEL. ©HORIZONTAL DISCHARGE UNIT - BASE MOUNTED, SEE DETAIL. 13 INTERLOCK WITH AHU-8. O7APPROVED EQUALS SHALL BE CARRIER AND TRANS. UNITS SHALL BE 14 PROVIDE DUCT MOUNTED THERMOSTAT IN INTAKE DUCTWORK. COMMERCIAL GRADE AND MEET DESIGN CRITERIA LISTED ABOVE. �' 15 INTERLOCK WITH AHU-7. 3 FAN SC HEDULE MARK - EF-1 EF-2 EF-3 EF-4 EF-5 EF-6 EF-7 EF-8 EF-9 SERVICE - TOILETS CHAPEL TOILET OILET P EP. RM. a PREP. RM. ELEC. RM. GARAGE LOUNGE AIR QUANTITY CFM 800 1290 100 100 4 rjp lop 150 150 2200 200 EXT. STATIC PRESS. IN. H 0 0.5 0.5 0.375 0.375 0,375 0.375 0.375 0.375 FAN TYPE - F.C. CENTRIF. F.C. F.C. CENTRIF. CENTRIF. CENT IF. PROP F.C. DRIVE - DIRECT BELT DIRECT I IRECT DIRECT DIRECT DIRECT DIRECT DIRECT SONES - 6.1 1&8 2.6 2.6 8.0 4.1 4.2 4.3 MOTOR H.P./WATTS 455 1/3 76 76 1/6 1/4 1/30 1/4 ;; "'120 MOTOR SPEED RPM 1085 1425 1030 1030 1140 1050 1550 1150 1000 ELECTRICAL V/O/HZ 120/1/60 12 1 60 120/1/60 1 0/1/60 120/1/60 120 /60 120/1/60 120/1/60 " 120/1/60 CONTROL - ® 13 3 7 10 O9 1Q 3 THERMOSTAT WALL SWITCH 5 MANUFACTURER - GREENHECK GREE ECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK MODEL - CSP-162A BSQ-120 SP-125 SP-125 CUE-120- G-70 G-70 SDE-20-24-B SP-150 NOTES ® OO 4 3 1 3 4 1(® 2 3 4© 1 2 3® 02 Q3 3 t1 1 3 4 T Q1gj2E STATE SPEED CONTROL AND INSTALL AT FAN 3 OR BALANCING. (2)PROVIDE PREFABRICATED INSULATED ROOF CURB (SUITABLE FOR PITCHED ROOF) AND BIRD SCREEN. O PROVIDE FACTORY MOUNTED DISCONNECT SWITCH. ®� PROVIDE BACKDRAFT DAMPER. '�.. ! C. \ TIAITCT TUA170 (D INTERLOCK WI, AHU-1. L3� ®INTERLOCK WI H AHU-4. O9 WALL SWITC ITH SPEED =CONOLLER)., 10 INTERLOCK WI AHU-3. 11 PROVIDE WAL4 MOUNTED HOUSING, BACKDRAFT DAMPER WITH(GUARD AND MOTOR SIDEGUARD. 12 INTERLOCK WI fH AHU-6. 3 13 INTERLOCK WITH AHU-8. i€sue COzzu °No2 �a ow '80ow wU<Q m iw49 Z9w a 2x z ao 0zz U , F Paz W ,W,2 Umow a �aa W,Z7 Fa°i_1 Wa0m UW}m o�rc� yak^ 7 �UH= 4 mza ooi"n a m UQC lw to r oN°au w O =Q Ol (D w _j z U n¢ w w �m oO J Of'- 0 s_- t N O 0) 0) O (0 CNN +� n (T) 9) < 00 00 C � cn 00000 L Q'� L i 0 N Q) U CL, 0 � U N Q � U � Y�ULL O Q CD M z z z z. Z N V) o 5! 5 Q K w M-2 C 4r/ Z- i S is nag !gin Sy�, 4'al „h v w& i", ;5,. ,•tv �.3✓. fig. - ,�.".., u, r �.. „vb ,,.$ �u''?" s P S':- 5;a ,.0 bw rlx„ . ' . u, . 3 'rs^,= ., e.. V�„:t a�.. }�v�i ..:: r.sx .> .:. :.;.,: Lf� 10), f K. Y, z +:. . ... r„M: a'.. u., vy u�'x., .5 .,, .:' r.y ]>r :.. ,.. ...> Y...„. c p ,�,.. x.r,,. a . ,�...er.4.>. 4.: ., rv. ( �, .0 Y y^,. ., .2 ., r., e.. .� .h. rl. 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( , .: . u� ,.., r . cs° +�,.:.+a x i r nr r% ^ >aa"'� m r^.>:.• . . � .. ., b „ .., :- .- m a I,. n ' -. . Y ,.. ti...,x r u '33 � 4Yi.,su r,M., .. r. �,>u� r< k „ux�, ..$sr, � 6 s r .._ .'�& �xi�... nn«, •s..a ,s. e...u...vm..ewx,...m ,,r r - .. , � a+, s s ,Mvi ti, t�...>� ..i � ..ts c,.. om. ,.. a Ww5 Z� °zz' U<<' Np0 UU WU< wU zZ' U W 3w WZ a m i <2x �zo U. E'2m J m W <U< Wj= �a< <W wZ U~4 W4W s5W yJa a� W � �U3 I'z UZY W,J mom WLLU Fwa ONm O N��N O 0000 +? �CnNN Cn L OO OO o N N oL-O-- � Q�U E Z ILL- NNO �L CD^ I ` N r U'� t0 Oa C N co M C� cc b � � R1 �= c0 ON i3v �I C 20 LE CO j\ F d CID 2 co �a Ihllll oc m w V y �y� ^� U Q N n N M O O O U Z Z C 7 2 in W N N 0 5 5 N O W W [Y a w Ix M M z �aa� O 0 d1 c 3 _ H C X U N L U I w ck� LLJ 0 3 o =¢ a_ o ¢ � I of z ,� z u- Q 0 w O Q Um 0 CD : z z cn Q o o 0 4 V) r iN LL H Br r# CKT. NO.*OF TRIP VOLT AC,. NO POLES AMPS AMPS 1 1� 20 1100 LTG. - GARAGE TuR',( 3 1 20 1000 LTG. - STA1F??0)M #1 u , 5 4 20 1300 LTG. - HALL 01, HAUL 42, LOUNGE N 7 11. 20 1 1200 LTG. - ATTIC, HALL #4 9 1 20 1300 LTG. - OFFICE 1, y qTnRAC VAULT 11 1 20 1300 LTG. - LOBBY, RECEPT., CLOSET 13 1 20 900 LTG. - CHAPEL 15 1 20 900 1 LTG. - CHAPEL 17 1 20 900 LTG. - CHAPEL 19 1 20 400 LTG. - CANOPY k 21 1 20 800 LTG. - CANOPY k 23 1 20 1 900 LTG. - CANOPY * 25 1 20 100 1 SIGN LIGHTING 27 1 20 500 SPARE 29 1 20 500 SPARE 31 1 20 500 SPARE 33 1 20 500 SPARE 35 1 20 500 SPARE 37 1 20 500 SPARE 39 2 30 1400 L G. - PARKING LOT 1400 ALL BREAKERS SHALL HAVE A MINIMUM OF 10,000 TIMECLOCK AND CONTACTOR RM /1, ALT. CONI yh 2. MAN AGER .MENT -MENS do WOMENS RM. 10 1 20 600 LTG. -HALL #6 2 1 20 1000 LTG. -VESTIBULE CHAPEL 14 1 1 20 700 1 LTG. -CHAPEL 1 20 1000 LTG. -FAMILY, TOILET #2, LNG 18 1 20 1400 LTG. -SELECTION 20 1 20 1400 LTG. -SELECTION 422 1 20 1100 LTG. -SELECTION 1 20 1 1100 LTG. -SELECTION 26 1 20 500 SPARE 2Et 1 20 500 SPARE 30 1 20 500 SPARE 1 20 500 SPARE 13 1 3 20 500 SPARE 36 1 20 500 SPARE 38 1 1 20 500 SPARE 4 2 30 2 007:7 LTG. -PARKING LOT 2300 A. I. C. SYMMETRICAL AT 240 VOLTS PANEL ' B r CIRCUIT BREAKER TYPE 120 208 V., 3 PH., 4 W. ddmmL = 225A. M.L.O. CKT. NO. OF TRIP VOLT LOAD CK � NO. OF TRIP VOLT LOAD NO. POLES AMPS AMPS NO POLES AMPS AMPS 1 1 20 800 RECEPT. -ELECT. RM.,STORAGE #3 I 2 1 20 800 RECEPT. -AH. CONTAINER, HALL #3 3 1, 20 800 RECEPT. -PREP RM. 4 1 20 800 RECEPT. -MANAGER 5 1 20 800 RECEPT. -DRESSING _ 6 1 20 800 RECEPT. -MANAGER 7 1 20 800 RECEPT. -GARAGE 8 1 20 800 RECEPT. -LOUNGE #1 9 1 20 800 RECEPT. -GARAGE DOOR OPENER 10 1 20 800 RECEPT. -LOUNGE #1, VAULT 11 1 20 800 RECEPT. -WASHER 121 1 20 800 RECEPT. -OFFICE #2 13 1 20 800 RECEPT. -STORAGE #2, HALL #2 14 1 20 800 RECEPT. -RECEPT 15 1 20 800 1 RECEPT. -STATEROOM #1 16 1 20 800 RECEPT. -OFFICE #1 17 1 20 800 RECEPT. -STATEROOM #2 18 1 20 800 RECEPT. -WORK RM., HALL #1 19 1 20 800 RECEPT. -ARRANEMENT #1 20 1 20 800 RECEPT. -FLORAL, SND. LCK., TOIL #1 21 1 20 800 RECEPT. -HALL #6 22 1 20 800 RECEPT. -LOUNGE #2 23 1 20 800 RECEPT. -MENS, WOMENS, LOBBY 24 1 20 800 RECEPT. -LOUNGE #2 25 1 20 800 RECEPT. -MUSIC 26 1 20 800 RECEPT. -ARRANGEMENT #2 27 1 20 800 RECEPT. -MUSIC 28 1 20 800 1 RECEPT. -CHAPEL, CHAPEL VESTIBULE 29 1 20 800 RECEPT. -CHAPEL 30 1 20 800 RECEPT. -CHAPEL VESTIBULE 31 1 20 800 FACP 32 1 20 800 RECEPT. -CHAPEL, LOUNGE #3 33 1 20 800 RECEPT. -SELECTION RM 34 1 20 800 RECEPT. -FAMILY, TOILET #2 35 1 20 800 RECEPT. -SELECTION RM 36 1 20 400 RECEPT. -ATTIC AHU'S 37 1 20 800 SPARE 38 1 20 800 SPARE 39 1 20 800 SPARE 40 1 20 800 SPARE 41 1 20 800 SPARE 42 1 20 800 SPARE ALL BREAKERS SHALL HAVE A MINIMUM OF 10,000 A.I.C.1 SYMMETRICAL AT 240 VOLTS T 1M 1 owty * '10/208 V., 3 PH., 4 W. 225A. M.L. AO CKT. NO. OF TRIP VOLT LOAD NO. POLES AMPS AMPS - - V It Ft*p 2 1 20 455 EF - 1 --� •...-�+ - 4 1 20 510 EF - 5 6 1 20 830 EF- 2 + 3 3 3 8 1 20 120 EF - 9 - - `�- 10 1 20 200 EF - 7 - - - 12 1 20 670 EF - 6 5 3 30 8500 AHU -3 14 1 20 100 EF - 4 - 777 - 16 1 20 800 SPARE - - 18 1 20 670 EF - 8 7 3 70 19000 AHU -4 20 1 20 SPACE - - - - 22: 1 20 SPACE - - - - 24 1 20 SPACE 9 3 35 9100 AHU -5 26 1 20 SPACE - - - - 28r 1 20 SPACE - V - 30 1 20 SPACE 11 2 50 4000 AHU -6 32 1 20 SPACE - - - 4000 34 1 20 SPACE 13 2 15 550 AHU -7 36 1 20 SPACE - - - 550 38 1 20 SPACE 15 2 15 550 AHU -8 40 2 30 2500 DRYER - - - 550 42 - - 2500 ALL BREAKERS SHALL HAVE A MINIMUM OF 10.000 A.I.C. SYMMETRICAL AT 240 VOLTS PANEL D ' CIRCUIT BREAKER TYPE 120 208 V., 3 PH., 4 W. CKT. NO. OF TRIP VOLT LOAD CKT. NO. OF TRIP VOLT NO. POLES AMPS AMPS NO. POLES AMPS AMPS 1 1 20 1000 WALK - IN COOLER FAN 2 3 60 12200 CU-8 3 1 20 1000 WALK - IN COOLER COND. - - - - 5 1 20 300 HOT WATER CIRC PUMP - - - - p. 7 1 20 800 1 SPARE 4 3 30 6300 CU-2 9 1 20 800 SPARE - - - - 11 1 20 800 SPARE - - - - 13 1 20 800 SPARE 6 3 25 4600 CU-3 15 1 20 800 SPARE - - - - 17 1 20 800 SPARE - - - - x 19 1 20 800 SPARE 8 3 45 8200 CU-4 21 1 20 800 SPARE - - - - 23 1 20 800 SPARE - - - - 25 1 20 800 SPARE 10 3 30 6300 CU-5 27 1 20 800 SPARE - - - - 29 1 20 800 SPARE - - - - 31 1 20 800 SPARE 12 3 30 6300 CU-7 33 2 15 1000 CU - 6 - - - - - - - 1000 35 3 35 9000 ELECTRIC WATER HEATER 14 1 - - SPACE - KW - - 9 16 1 - - SPACE M 18 1 - - SPACE ALL BREAKERS SHALL HAVE A MINIMUM OF 10,000 A.I.C. SYMMETRICAL AT 240 PANEL ` M D P ' CIRCUIT BREAKER TYPE 120/208 N 3 PH., 4 W. CKT. NO. OF TRIP VOLT LOAD CKT. NO. OF TRIP VOLT NO. POLES AMPS AMPS NO. POLES I AMPS I AMPS * 11 1 3 1 150 1294001 PANEL 'A' 11 2 1 3 1 100 12180C 1 3 1 3 1 225 1719501 PANEL 'C', 5 1 3 1 125 1349001 AHU-1 JJJU 7 3 225 SPACE ALL BREAKERS SHALL HAVE A MINIMUM OF 42,000 * CIRCUIT BREAKERS SHALL SERIES RATE WITH BRANCH CIRCUIT 4 1 3 1 225 225A. M.L.O. LOAD VOLTS I 600A. MAIN CIRCUIT LOAD PANEL 'B' PANEL 'D' 6 1 3 1 80 1161001 CU-1 8 3 225 SPACE A.I.C. SYMMETRICAL AT 240 VOLTS 3REAKFIRS OF PANEL BEING FED, 0 z J W aZZw 0<0 vi0vi 000 woo a U o „H. w Z.w° W�bw W 0zma rck a m'Zw w=aw IJ mO � 0m < a 0oa W JZ0 of I N0 o€}o, W F xtl a R V LLWS 0 Ww m 4VZa °0 CWN WuJ mum a wo.a waa al °0<0 A A m" Irl � 1l_ 0) CN n 00 00 N N a 00 00 � OQ)aj C Li p'c Q � U C1 � rQ .c� cc rn co cc rm M O`D 0 C [~s • cc � cO rn a7 CO F I rl eo M Y• j h w � III II b y A r9p l rn � I w N n I W O J ¢cl:� w 0 z w � H- U (n d W w cl::m U O J S > O L. 0 a W) z z z 6 o 6 I wz in V) O w w w N a a a W 0 0 y Q O L U r WOOD P-POLE GUY \ • -4J 54 " E JOO. 00 \ V A 1 0 0 \ \ \ \ rn 26 V A A \ coNc / \ \ \ P-POLE \� \ V A \ wOOD- \\ \� � P-POCE��, k \ \ \ \ W0001 \ \ P-POLEQn , V A o V A V o \ \ \ \ WOOD Potf- \ 1 \ \\ PROPOSED V GROUND SIGN \ \\\ \\ \\ CONC -/ P \ P-POLE V C 1 A \ \\ O Z \ \ 1 \ \ APPL/CANT/OWNER: i \\ i] r SERVICE CORPORA T%ON IN TERNA TIONA L (SC/) 1929 ALLEN PARKWAY \ P. O. BOX I J0548 \ I \ HOUSTON, TEXAS 77219-0545 \ (713) 522-5741 CRAVEN • THOMPSON & ASSOCIATES, INC. ENGINEERS PLANNERS a SURVEYORS 3563 N.1N. 53RD STREET FORT LAUDERDALE, FLORIDA 33309 (305) 739-6400 FAX: (305) 739-6409 MATERIAL SHOWN HEREON IS THE PROPERTY OF CRAVEN • THOMPSON & ASSOCIATES, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT PERMISSION OF CRAVEN • THOMPSON & ASSOCIATES, INC. IN WRITING i ti U o 16 30.0 / 0. (TYP i / 32.5 �� to./ / 35.0/ 8 50js / PR00E j0 � / / FUNSRAL pARKINO/ / „STACK E0 cov R / Pov ERt \ gD TWALK o \ ( YP)� ROOF Z \ OVERHANG \ \ (TYP.) \ \ Q \ 4" PVC SRIB-OUr(REFER TO Pt UWBING \� ` Pi AN FOR CON NUA ONE \V AV ROOF O (TYP.) { \\ \ nNIw fZ010t4' \.0 \ \ ELEV. "36.50 \ \ 84 1� o — ( 5•. ROOF A A OVERHANG \ \\ (TYP.) \ ; J o \ (TO / R , vv V A \ 1 POTABLE WATER & IRRIGAFION Supq Y WELL 4 •' DIAMETER W/ 4 " SUBMERSIBLE P PUMP CAPABLE OF SUPPL YIN 75 GPM Cl- STANT FLOW CONTRACTOR TO PROVIDE SHOP DR WINGS FOR 120 GAL. HYDRO -TANK AND CHLOR/ ATION SYSTEM 4'x4" WYE Q NV E Q 4 X4' WYE W/STUB-OUr INV EL.=J4.50 \ ks 4 a PVC i CO � c� /NV. EL.=J37j- \ ' 1900 GALLON SEPTIC 'v +B 2 L, 4."0 SCHEDULE PVC PIPE 450 GALLON (M/N J DOSING CHAMBER (SEE SCHEMA 77C ON SHEET 6 OF 6) \\ \ EXISTING o \ WELL POINT INFIELD \ BE ABA , - 71- T l..B-6 AVAILABLE UNOBS7PUCTED - SY57EM EXPANSION AREA +6-3 POLE NN `V -- �------ - -- - -- ------- — — — — — — — — — — — — — — — — — — -- -- Goroc. N 89 56 08" W 120.09' C. & M. N 89 44 33" W 979. 78' D. & C. 179.82' M. P-POLE \Q WOOD �/ P-POLE 1 CONC-1 P-POLE :V/NG & WELL PUMP SIZE DES CR/P TION DATE.- 0e-1cJ4 DESIGNED IS?),- R. M. /R. C. DRAWN B Y.- T. F. G. G M M 0210JI95 R F. M. B Y DA TT 7WD CHECKED B Y. R. M./R. C. APPROVED z3Kj R. C SL AL r, WAR Q 1 5 I COUN ITYi COON Y 0 i 'V 5 713 EVER S/TF 1 12 F � a L OCA T/ON MAP N. T. S. St. Lucie County Health Unit Environmental Health Site Plan Approved For Construction \� Supercedes All Previous Site Plans For OSDS# 3 7-I RevleWer LEGEND: 1 aB-6 - li- /ND/GATES AUGER BORING LOGA 77ON INDTCA TES SOIL PROFILE LOCA AON NOTE: SEE WATER AND SEWER DETAILS SHEET 6 OF 6 FOR "WATER USE AND SEPTIC TANK/DRA/NFIELD SIZING CAL CUL A TIONS " NU CREST MEMORIAL GARDENS S T L UCIE COUNTY FL OR/DA WA TER AM SE)V R PLAN JOB NO 9J— 0057 SCALE.- 1 " = J0' SHEET.— 4 OF 6 ""k F j. VII 6 �1, w PIMP, S J, g", %V-1 I"' R, 14* JZ 4 P 14 ks, 'M .-N U", 5 Z* Mmli vi R�, -k MIF-7 A FRI 91 1 il Al, lildiii lb, Ill 11 ji T� j, K, j r"MT, x1l J, �kX 4j; J ]j, 10 41Rf A I gg z RM 41 -tx? AN- -y 8 51,1-!�� , 1, 1 V 1. I�Ap t gqV Ilk _5 Al lk Rk" V f M Wl,: al P A XI,-42, J 1 T4�1 -wFjti Li I - 'O""M IF A NAM, j CLEAN CRAN0ZAR---,,, MA FIL L �j 1q,"ll :: jl�l 4 'T, -10 p�, RN, SIF �Xr— "Y x & m mom 'ilk All J CIS It l s 1 H1 API PROJECT NO. 9350.00 AN WMI 4p nE An eY 0 AN" 54t. A.................. in FOE MAI WE S tu "MIA, --flame Spread KOM. tl 2 I�4 Ways Class elk- 'p'�� ill �Iql " . box Wo MAI, I= Z M Qqq 1 P� wmkftm gym pd, x4' 4 _TT�Tl I P 112W ski a 3 WMTC�I' I tltl gv x. - — 1 1 Areas Class 4 11911 S' 01 NEVE111 "�y AT ev EPA UMN in A lit? gg 11ii YN SHEET INDEX Ai. KF r,r,.l AFF AHU ALT ALUM ANOD AP APPROX ARCH ASPH AUTO AUX AN AVG AWT BE OFF Brr/BrTUM BLD BLDG BLK(G) BLW BM BN BMRK BRD BRKT BS BTM OTW BUR BVL CAB CAP CB C/C CEM CER CG CI CJ CLG CLR CLST CMU COL COMB COMPR CONC CONN CONT CONTR CONST CPT CT CTR cw DBL DEMO DEPT DET/DTL OF DIA DWG DIM DISP DISTR DIV ON DPTH DR DS DWG EA E EJ EL ELEC ELEV EMER ENCL EO EOUIP/EOPT EWC EXH EXP EXST EXT FA FB FOR PC FD FDN FE FEC FF FHC FIN FIXT FLMTD FLUOR EG PCs FP FRM FS FT FTG FUT FWC GA GALV GB GC GL GRIN GRNO- GET GYP BD HB HC HOWMDWE HDWD HEX HGT/NMT Him HORITZ HR HTG HVAC HW D NCAND INCL INFO INSUL NIT INS IPS JAN JB JST ITT KIT KO KPL Abdva rtk:.. Alr Handling ARemate Aluminum Anodized Access Penal Y -- Approximate--- Arcrstad(urs) twec 040 Wsoriry Asphalt lam eA•.imum Automatic MC" Me I e �ca Auxiliary 6" liana purer Audio Visual Use Man Hole Average we Middle Acoustical Wall Traar•rr• MN Minimum Mac Miscellaneous I& Match Una MLDO Moulding MD Masonry Opening MOD Module Board Feel MRB Marble Below Finished Floor MTD Mount (ad) (Irg) Bituminous MTG Mounting Bollard MTL Material Building MULL Mullion Blocking) Mw Millwork Below Bearrvaenchmark Bench Brick N _ Board Bracket N North Both Sides NA Not Ap i cable Bottom NIC Not In Contrail Between NO Number Buie -Up Poor NOM Nominal Beveled NBC Noise Reduction Coefficerl NTS Not To Scale 0 Cabinet CapacityOA Overall Calm BeBase OC On Censer Comer too Center OD Outside Diameter Cement OF outside Face Ceramic OH Overhead Comer Guard OPHO Opposite Hand' Cast Iron DENG Opening Construction JoinVContml Joint OPP Opposite Ceiling Clear Closet Concrete Masonry Una P Column Combination PED (PetlestV t and Compress/Compressible PL Property ne Concrele/oncealetl PLAM Plastc laniinate Connection) hp PLAS Piaster r Continuous PLWD Plywood I Contractor PNL Panel Construction PNT Paint Carpet POL Polished Ceramic Tile PR Pair Counter PRT Partition Cold Water PSI Pounds Per Square Inch PT Point PTD/D Paper Towel Dispenser/Disposal PVC Poly Virryl Chloride Double Demo In on Department Detail OT Ouarry Tole Dronlung Fountain TV O Ouanlity Diameter Diagonal Dimension Dispenser Distribution RCPAD RaduvHiser ts) Division RA Returned Air Down Be Resimmi Base Depth RCP Reinforced Conerele Pape Door RCVG Receiving Down Spout RE'REF RefooFtelerence Drawing RECPT Receptacle REEL Renected REFR Refngerauon REG Register HEINE Reinforce (d) (ing) REDD Required RES Resilient Each .REV Revision East RH Right Hand Expansion Joint RHR Right Hand Reverse Elevation RO Rough Opening Electric(al) Film Room Elevator RNO Round Emergency FIT Rt ieenl The Enclosure RTD Rated Equal RUB Rubber Equipment RWC Ran Water Conductor EleGnic Water Cooler Exhaust S ExposedCExpansion Existing S South Exterior SA -Supply Air SAB Sound Attenuation Blanket SC ScsierSoocl Care SCHED Schedule (d) SD Smoke Damper Fire Alarm SECT Section Fabrication - SERV Service Face of Back SF Square FeeVFoat File Cabnet SHT Sherd Floor Drain Sim Similar Foundation SLNT Sealant Pro ExtinguisherSND Sennary Napkin Dispenser Extin guisher nguisher Cabinet SNR Sanitary Napkin Receptacle 'SOH Similar - Opposite Hand Fire Exti Floor SPEC Fire Hose Cabinet Suon Finish (edl so Suupportpporta Fixture SO Square Floor SST Sunless Steel Floor Mounted STD Sound Trensmisvon Class STD Standard Fluorescent STG Seating Finished Opening STL Steel Face of Stud STN Stone Fire Proofing)STRG Storage Frame STRUC Surface VSinxYure Full Size SURF Surface FeeVToot SUSP Suspended Footing SW Switch Future SYM Symmetrical Fabric: Wall Covering T Gage/Gouge T Thread (a) Galvanized TBA To Be Assigned Grab Bar TBL Table General Connector TC - Top of Curb Glass TO Top of Drain Grain (Wood) TEUIP Telephone Ground TEMP Temperature Grout TER Terrazzo Gypsum Wallboard or GWB T & G Tongue A Groove THK Thick (new) THRES Threshold TOJ Top of Jost TOS Top of Slab TOW Top of Steel !low Bibb TPD Toilet Paper Dispenser Hollow Cora Tn' Typical Hardware Hardwood Hexagon(a) Height U - Hollow Metal UC Undercut Hour onto UL Undervinlers Laboratory Heating UNFN Unfinished Hearing, Ventilepng & Nr Conditioning UNIF Uniform Fist Water UON Union Otherwise Noted LITIL Utility (nixie OiameterInskle Dimension VAR Vare Incande-nit e, () (d) Included) (ing) VB Vapor BamerMrryl Base Information VCT Vinyl Composaon Tile Insulation VERT \ Vertical interior VEST Vestibule kwed VF Verily In Field Iron Pile Size VNR Von", VT Vlr O Tile VWC Vinyl Wall Covering Janitor W - - Junction Box W wkfUvw" JOIN WWith Join, WB Wood Be" WC water Clonal NO wood'Wooci Veneer WGT,WF Wei WH Water Hoaternlydrere lelchen VJI WragN Irani WIN Window Knockout WM Win Mesh Kick Plate Wdo Nth" No Waterprool WSCT WHruaAdng WT Weighs wrw Wall to Wed NOW WatlM Veka Fabric Y YO Yard Y Q--��� ►-�Fa uNe �N'YsL11NG TTTLI� 1'J}Ph11 Hri Y-10- �T F1rJH6eJrl � L 14UH0,e94 NUHMeLy L MuL-nn.-e rev Ott atl:x _ � e- r-a-IH-16F1rL -__---gft+t4W �T �1P`6TIuL ii SNIT rya-rta� 'pi ICE�-47IFYf41G14 F'LLtz N••+-E 1 � 12LR Irk-r11FICYij1cF! i ��f=�PYj-jtGr1 MATERIAL LEGEND Glef'l�E L.MiM�G�T LI E�.-Nai G��� GOH-i w/'rG FIIJ- - (A>•.V�1_ I LGt}'.:£ E � Pa°'1-:f't'>i GGFr FzE-T1= �'�fc �' 1 It-4 PL/C45 I--�-�1 PM{�'f•�T Go1'C-FL1� , G1J7' <=�NE z.-k:.A..•k.G� eriGlx- r'IG4dY1" uasY4y C-EPv^l-JIG. Cf'- n1 1" %,LU"IfJUH l�11b I�P'1'rTr-rlGf�! 1°471Y�J Wl--✓l�pJ4 � t1J L10LK>� r® �� I�Lij�CLZ7 C LAri'.E r LYt"r<T� Cam+-r+i lOrta�1-1H t'iPi-1- ® va,GOIY�fICI.I_ rPe.l� TIL2 la-IfiIYJ 11�12iL1LNTor-1 w ri ivation/St. Lucif Faddina Code (1991) ird Plumbing Code(1991) ,lard Mechanical Col(1991) lard Gas Code (1991 _ LP Gas) National Electrical Codgi11993) Life Safety/Fire (1991) FlQrida Eneray Efficiency Code ee Chapter M M • • 1 • . 1 • / • 1 Implementation e(19931 LEGAL DESCRIPTION CL$'OeENC I ('i A' *l-F : •r---: ; - -' .:ar ;F -�F E1." ">''T 77 vr• r l] HF_ r_rF U.S. HIGHWAr •r'.- AS 4ry •r�r�.+cy, aa.r - ram.. -, ,ncfwr LUF- CIE SECTION 5:...7C. :6Nln 34 SF,/,TH„ PxWGE 4: 7PIEJt NC4RTH'rE5'ER1-Y AC74r, SAID E167 RIGHT P a[• G. '. A DISTANCE OF 26.43 FEET TO THE. PIDIN POINT OF BEGINN;NG CCWTIIiUE !'CicTfNE_" .. .s VAY LIFE OF U.S. HIGHWAY NC. 1 P TO A PrItM11 THENCE RUN EAS' PAPALLEL TO THE S. Z CTICN 8. A DiST�t•ir� C'F 1=vO FEET TO A ".rTe E i -I..N .. : ERLY PARALLEL TO T _ i'" OF MAY SAI '�WAY, 'AmCE OF 200 FEET f ^ -, THENCE Pl i s PAPAL L=L TO THE. =1 LINE_ OF SAID SECTION nit DISTANCE OF 150 T TO THE POINT OF-,INNINOe .SAID TRACT 1_(t IQ IN AND BEING A Po,[- OF THE SI/4 OF THE ./2 OF THE SEI/4 OF SECTION G. TOWNSHIP 34 SOUTH RANGE 40 EAST, PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA. - NOTES- 1. THE LEGAL DESCRIPTION SHOWN HEREON IS BASED ON •EXHIBIT A AS CONTAINED IN WARRANTY Of-ED DATED MARCH 19, 1990.'.AS RECORDED IN OFFICIAL RECORDS BOOK 683. PAGES 1832 AND 1833 OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. 2. .THE( BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED MERIDIAN. THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY NO. I. BEARS NORTH 18' 41' 001 WEST. VICINITY MAP 77 605 '}��"4 2w �(��x� � �1. I•.II S { i ,� ((((((tg P Y; is T R O Wilcox �iGntltll 9 3 9 It trnrcr fMeRIAt ARREN i INHr I(4 l,�O M6V10eo � I 614 s l fi -I I`: Uri Sx iI' i"'... I i1 �- n n I al I I jm • 4. t_4 Indrle' Del 1 1 - Indno d I @ft -_. -• `_c ' 'lei I - a I' +naFa 1 5T LUCIECOUNTY i INTE�jN TIONA,I, 349 6 1RP01,T - illonR SITE PLAN I, a r �•, � In i � pr n I ✓V n I I we ofix, Ax a• Fe daft• 2,175 Square Feet I yta Fuotage/S.B.C., Table 400 8,000 Square Feet Business Area Provided 9775 Square Feet Allowable Square Footage/S.B.C., Table 400 CONSTRUCTION TYPE 14,000 Square Feet • TYPE V, UNPROTECTED, ONE STORY FIRE PROTECTION REQUIREMENTS • Two Hour separation between assembly and business occupancy. • One Hour rated walls in corridors. • One Hour rated walls around storage rooms. • One. Hour rated wall at HVAC area. REQUIREMENTS MEANS OF EGRESS_ • Assembly number of exits required we • Assembly number of exits provided Three (Doors N41, 44 41.) • Business number of exits required 7we • Business number of exits provided Two (Do( A13 38) MEASUREMENT OF TRAVEL DISTANCE TO EXITS -' TRAVEL DISTANCE TO EXIT (TAB A-5-6 T. L S.C1 Maximum travel distance to exits does not exceed 150 It for Assembly Oct for Business Occupancy. DEADEND CORRIDOR (TABLE 1104 S B.C.) Maximum deadend corridor lengths do not exceed 20 ft. -- MINIMUM EXIT SEPARATION (1104.1.2 S.B.C.) Minimum exit separations comply with'one-half rule' of the overall dia..gor building or area to be served. TOTAL TOILET L (not included as per $.P.C. Table 922id s square feet for toilet rooms, Mechanical/ TOTAL OCCUPANT COUNT: ASSEMBLY: 2,464 Sq. Ft. Net divided by 70 Sq. Ft./Person = 35 Persons. Required Womens Lays - 1, Required Womens Toilets 1 Required Mons Lays - 1, Required Mons Toilets - 1 BUSINESS: 5,183 Sq. Ft. Net divided by 100 Sq. Ft./Person = 52 Person; Required Womens Lairs - 2, Required Womens Toilets - 2 Required Mons Lays - 2, Required Mans Toilets - 2 TOTAL REQUIRED PLUMBING FIXTURES Lavatory Toilets WOMEN 3 3 MEN 3 3 Potty parity requires 4 Womens Toilets TOTAL PLUMBING FIXTURES PROVIDED: Lavatory TOIIeta WOMEN 4 4 MEN 4 4 One Drinking Fountain and 200feet nension of the Rooms) Cover Sheet Index Sheet CIVIL C-1 Site Plan C-2 Sketch of Survey C-3 Water & Sewer Plan C-4 Paving, Grading & Drainage Plan C-5 Sections & Details C-6 General Notes & Specs L-1 Landscape Plan L-2 Enlarged Landscape Plan L-3 Landscape Specifications 1-1 Irrigation Plan 1-2 Irrigation Specs & Details ARCHITECTURAL A-1.1 Floor Plan A-1.2 Reflected Ceiling Plan A-2.1 Exterior Elevations A-2.2 Building Sections A-2.3 Wall Sections A-2.4 Wall Sections A-3.1 Roof Plan A-3.2 Roof Details A-4.1 Wall Types/Wood Molding A-4.2 Finish /Door Schedule A-4.3 Window Types/Window Details A-4.4 Door/Window Details A-4.5 Sections/Plans Details A-4.6 Sections/Details A-5.1 Flooring Plan A-5.2 Toilet Plans/Elevations A-5.3 Interior Elevations/Sections A-5.4 Interior Sections A-5.5 Interior Sections A-5.6 Exterior Details A-6.1 Interior Elevations A-6.2 Interior Elevations A-6.3 Interior Elevations A-6.4 Interior Elevations S-1 Foundation Plan S-2 Roof Framing Plan & Mechanical Mezzanine Plan S-3 Foundation Details S-4 Framing Details S-4.1 Framing Details S-5 Specifications MECHANICAL M-1 Floor Plan - Mechanical M-2 General Notes, Schedules & Attic Plan M-3 Mechanical Details ;7S1Il�it71►T P-1 Floor Plan - Plumbing P-2 Partial Floor Plans - Plumbing P-3 Plumbing Legend, Schedules & Details P-4 Riser Diagram ELECTRICAL E-1 Symbol Legend, Fixture Schedule, One Line Diagram E-2 Floor Plan - Lighting E-3 Floor Plan - Power E-4 Fire Alarm Plan E-5 Panel Board Schedules E-6 Area Plan - Electrical CONSULTANTS OWNER MECHANICAUPLUMBING ENGINEER SCI Funeral Services of Florida, Inc. Pyramid Engineering P.O. Box 130548 P.O. Box 18262 1929 Allen Parkway Tampa, Florida 33679 Houston, Texas 77219-0548 813/832-6619(Phone) 713/525-9712(Phone) 813/832-6521(Faxl 713/525-5220 (Fax) Contact: Michael Curkan (Mechanical) Contact: Jeff Delisle (Project Architectl Mark Penoyar (Plumbing) Mark Smith (Construction Manager) Mike Womack (Electrical) ARCHITECT WA ArchitecturePlusInternational, Inc. Craven- Thompson & Associates 2709 Rocky Point Drive, Suite201 3563 N.W.53rd Street Tampa, Florida 33607 Fort Lauderdale, Florida 33309 813/281-9299(phone) 3051739-6400(phone) 813/281-9292(fax) 305/739-6409(fax) Contact: Richard Hartmann Contact: Doug Cowan Ron Harden LANDSCAPE ARCHITECT: STRUCTURAL Kilday & Associates SCA Consulting Engineers 1551 Forum Place 11104 W. Airport Boulevard Building 100 Suite 222 West Palm Beach, Florida 33401 Stafford, Texas 77477 407/689-5522(Phone) 713/879-7252(Phone) 407/689-2592(Fax) 1-800-422-7252 (Toll Free) /� Contact: KpRYM ��j( fy & 713/879-7739(Fax) 813/884-4224 (Tampa Ph. No.) Contact: Mark Shepard I FuIIK oC p W J Z LL. LLL Z F- � Q I.1.1 LU cc m UO J rr J LI d U 4 Y-1`11o)N O O M Q N N Q) :7� M r 4 co co tea. •o�� E c Q 10 Q N to T N WIC O �� L Vill to Q �% Lu CY) Z 0' CID d m a h C H �, i a' � S u 'y3'g,�gt i�"=I,'w pbyY re� r i fii Fw I� uF i 'wA �I,�yyy�ppt�i - � w 4 as 4 J ' q 4 Pf= ' A .4. h x .wx a n yP: f v, � i rN � 1.�r 2 r" x ivy. F' Ati i it 4 Y +gs 1 i i y k i I I A. u 0 II. A a 9 C. 19 V. A. VI. B. f; Ai PLILABLE CI ALL CONSTRUCT ..0N AA,; Er v+, f.rt STANDARDS AND SPEC1 JUN, (SLC), THE FLORIDA DL.- c (FDOT), SOUTH FLORIDA 01C' (SFWMD), AND ALL ❑THE +h. ONA_ CODES WHERE APPLICAR ALL CONSTRUCTION SHALL. f: !CONE iN A SAFL MvWNER AND IN STRICT COMPLIANCE W1 H ALL THE REQUIREMENTS OF FEDERAL ❑CCUPATIONAL SAFETY AND HEALTH ACT OF 1970, AND ALL STATE AND LOCAL SAFETY AND HEALTH REGULATIONS. ALL ELEVATIONS SHOWN ON THE CONSTRUCTION DRAWINGS ARE BASED ON THE NATIONAL GEODETICAL VERTICAL DATUM OF 1929, (N.G.V.D.), UNLESS OTHERWISE NOTED. ALL WORK WITHIN OR ADJACENT TO THE FDOT RIGHT-OF- WAY SHALL NEED A PERMIT THROUGH FDOT ENGINEERING DEPARTMENT. ALL MATERIALS, INSTALLATION, TESTING AND SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SLC CURRENT MINIMUM STANDARDS WHERE APPLICABLE. WHERE DISCREPANCIES, OMISSIONS OR MODIFICATIONS EXIST BETWEEN THE PLANS AND THE COUNTY'S MINIMUM CONSTRUCTION SPECIFICATIONS, THE COUNTY'S SPECIFICATIONS SHALL GOVERN. WHERE CONFLICTS EXIST IN THE REQUIREMENTS OF A REFERENCE MATERIAL OR INSTALLATION STANDARD, THE REQUIREMENTS OF SLC SHALL PREVAIL. WHERE REQUIREMENTS OF A STATE OR LOCAL AGENCY HAVING JURISDICTION ARE MORE STRINGENT, THOSE REQUIREMENTS SHALL PREVAIL. PRECONSTRUCTION RESPONSIBILITIES UPON THE RECEIPT OF THE 'NOTICE TO PROCEED', THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD AND ARRANGE A PRECONSTRUCTION CONFERENCE TO INCLUDE ALL INVOLVED GOVERNMENTAL AGENCIES, UTILITY OWNERS, THE OWNER AND THE ENGINEER OF RECORD. THE CONTRACTOR SHALL OBTAIN AN U.N.C.L.E. CERTIFICATION NUMBER AT LEAST 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION, CALL 1-800-432-4770, ALL UTILITY EASEMENTS TO BE SECURED PRIOR TO CONSTRUCTION (IF REQUIRED). LOCATION OF EXISTING FACILITIES AS SHOWN ON .CONSTRUCTION DRAWINGS ARE DRAWN FROM AVAILABLE RECORDS, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE FACILITIES SHOWN OR FOR ANY FACILITY NOT SHOWN, VERIFY, IF POSSIBLE, THE ELEVATIONS AND LOCATIONS OF EXISTING FACILITIES PRIOR TO CONSTRUCTION. IF AN EXISTING FACILITY IS FOUND TO CONFLICT WITH THE PROPOSED CONSTRUCTION UPON EXCAVATION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD S❑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❑BTAIN ALL OTHER AGENCY APPROVALS IF REQUIRED. TEMPORARY FACILITIES TEMPORARY FACILITIES: 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR OR SUPPLY TEMPORARY WATER SERVICE, SANITARY FACILITIES AND ELECTRICITY, TRAFFIC REGULATION: 1. MAINTENANCE OF TRAFFIC IN THE PUBLIC RIGHTS- ❑F-WAY SHALL BE IN ACCORDANCE WITH M.U.T.C,D., FDOT, AND ST. LUCIE COUNTY, 2. ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS OR WALKWAYS SHALL BE PROPERLY MARKED AND BARRICADED TO ASSURE THE SAFETY OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. 3. NO TRENCHES OR HOLES NEAR WALKWAYS, IN ROADWAYS OR THEIR SHOULDERS ARE TO BE LEFT OPEN DURING NIGHTTIME HOURS WITHOUT EXPRESS PERMISSION OF ST, LUCIE COUNTY. PROJECT CLOSEOUT CLEANING UP: 1, DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER, AND UPON FINAL CLEAN-UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM CLEAN, GENERAL 2. THEAND *�� M 1 NOT POSSIBLE TO MAINTAIN A PROPEL STANCE OF 18 INCHES IN PARALLEL EMPLO�� NS, THE WATER MAIN SHALL BE THAT EXI INEi ;'" LD OF DIP AND THE SANITARY SEWER OR BEGINNING OF UPCR.' °' URCE MAIN SHALL BE CONSTRUCTED OF DIP CONTRACTOR SHALL ' H A MINIMUM VERTICAL DISTANCE OF 6 INCHES. NECESSARY HIGHWAY "L WATER MAIN SHOULD ALWAYS BE ABOVE THE LANDSCAPING WORK. ;EWER. JOINTS ON THE WATER! MAIN SHALL BE METHODS SHALL BE USE! 4 LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 3. WHERE MATERIAL OR DEBRIS HAS WA;,- 3, ALL DIP SHALL BE CLASS 51 ❑R' HIGHER. ADEQUATE INT❑ OR HAS BEEN PLACED IN WATER a.. PROTECTIVE MEASURES AGAINST CORROSION SHALL BE DITCHES, DRAINS, CATCH BASINS, OR ELSEWHERE AS USED AS DETERMINED BY THE DESIGN. A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND C. MATERIALS: SATISFACTORILY DISPOSED OF DURING THE PROGRESS OF THE WORK, AND THE AREA KEPT IN A CLEAN AND 1. DUCTILE IRON PIPE (DIP) SHALL BE CLASS 51 FOR NEAT CONDITION. 8' AND ABOVE, AND CLASS 52 FOR 4' AND 6', WITH B. ALL PROPERTY MONUMENTS OR PERMANENT REFERENCES, INTERIOR CEMENT LINING AND BITUMINOUS COATED REMOVED OR DESTROYED BY THE CONTRACTOR DURING OUTSIDE, MANUFACTURED IN ACCORDANCE WITH CONSTRUCTION SHALL BE RESTORED BY A STATE OF ANSI/AWWA C151/A21.51-91 OR LATEST REVISION. FLORIDA REGISTERED LAND SURVEYOR AT THE THE PIPE SHALL WITHSTAND A WORKING PRESSURE OF CONTRACTOR'S EXPENSE. 250 PSI. THE JOINTS SHALL BE BELL AND SPIGOT PUSH -ON TYPE UNLESS OTHERWISE NOTED ON THE C. ALL UNPAVED SURFACES SHALL BE RESTORED TO A PLANS. CONDITION EQUAL TO OR BETTER THAN THAT WHICH 2, ALL PVC MAINS SHALL BE SERIES 1120, CLASS 150 EXISTED BEFORE THE CONSTRUCTION. (DR 18) PRESSURE PIPE CONFORMING TO ANSI/AWWA D. PROJECT RECORD DOCUMENTS: C900-89 OR LATEST REVISION, AND SHALL HAVE PUSH -ON JOINTS, AND IRON PIPE O.D. 1. DURING THE DAILY PROGRESS OF THE JOB, HE 3. FITTINGS FOR MAINS 4' AND LARGER SHALL BE C.I. CONTRACTOR SHALL RECORD ON HIS SET OF MECHANICAL JOINT CONFORMING TO ANSI/AWWA CONSTRUCTION DRAWINGS THE EXACT LOCATION, C110/A21.10-87 OR LATEST REVISION, COMPLETE LENGTH AND ELEVATION OF ANY FACILITY 'NOT BUILT WITH GLANDS, GASKETS, BOLTS AND NUTS. ALL EXACTLY ACCORDING TO PLANS. FITTINGS SHALL BE CEMENT LINED AND SEAL COATED 2. UPON COMPLETION OF DRAINAGE IMPROVEMENTS AND WITH THE SAME AS PIPE. LIMEROCK BASE CONSTRUCTION (AND BEFORE PLACING 4, VALVES SHALL BE GATE VALVES, IRON BODY, FULLY ASPHALT PAVEMENT) THE CONTRACTOR SHALL FURNISH RESILIENT SEAT BRONZED MOUNTED NON -RISING THE ENGINEER OF RECORD 'AS -BUILT' PLANS FOR STEM, RATED AT 200 PSI AND CONFORMING TO THESE IMPROVEMENTS, SHOWING THE LOCATIONS AND ANSI/AWWA C509-87 OR LATEST REVISION, AND PERTINENT GRADES OF ALL DRAINAGE INSTALLATIONS SHALL HAVE MECHANICAL JOINTS. AND THE FINISHED ROCK GRADES OF THE ROAD CROWN AND EDGES OF PAVEMENT AT 50 FOOT INTERVALS, Q. GATE VALVES 4' AND LARGER SHALL BE INCLUDING LOCATIONS AND ELEVATIONS OF ALL HIGH MUELLER A-2380-20, RESILIENT SEATED GATE AND LOW POINTS. VALVES SHALL BE AMERICAN 80 LINE OR CLOW 3. UPON COMPLETION OF CONSTRUCTION, AND P IOR TO F-6100, CONFORMING TO ANSI/AWWA C500-86. FINAL PAYMENT, THE CONTRACTOR SHALL SUBMIT TO b, TAPPING VALVES SHALL BE MUELLER H667 OR THE ENGINEER OF RECORD ONE COMPLETE ET OF ALL APPROVED EQUAL. 'AS -BUILT' CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE MARKED TO SHOW 'AS -BUILT' C. GATE VALVES 3' OR LESS SHALL BE NIBC❑ T- CONSTRUCTION CHANGES AND DIMENSIONS, 133 OR T-136 WITH MALLEABLE HAND WHEELS, LOCATIONS, AND ELEVATIONS OF ALL IMPR VEMENTS. NO SUBSTITUTIONS ALLOWED. 4. 'AS -BUILT' INFORMATION OF GRAVITY SEWERS MUST 5. TAPPING SLEEVES SHALL BE MUELLER H615 OR CONTAIN LOCATION OF SERVICE LATERALS. APPROVED EQUAL. STATIONING OF BOTH THE WYE, CLEAN -OUTS, AND THE SERVICE END MUST ALSO BE INCLUDED. 6. VALVE BOXES SHALL BE OPELIKA FOUNDRY OR 5. ALL 'AS -BUILT' INFORMATION ON ELEVATIONS SHALL APPROVED EQUAL. BE CERTIFIED BY A FLORIDA REGISTERED LAND 7, RETAINER GLANDS SHALL CONFORM TO ANSI/AWWA SURVEYOR. Clll/A21.11-90 OR LATEST REVISION. ALL GLANDS VII. WATER DISTRIBUTION AND/OR SEWAGE FORCE MAIN SYSTEM SHALL BE MANUFACTURED FROM DUCTILE IRON AS LISTED BY UNDERWRITERS LABORATORIES FOR 250 A. GENERAL PSI MINIMUM WATER PRESSURE RATING. CLOW CORPORATION MODEL F-1058 OR STANDARD FIRE 1. NO CONNECTIONS TO THE EXISTING LINES SHALL BE PROTECTION EQUIPMENT COMPANY OR APPROVED MADE UNTIL PRESSURE TESTS, FOR THE WATER AND EQUAL. SEWER FORCE MAINS, AND BACTERIOLOGICAL TESTS 8, DRESSER COUPLINGS SHALL BE REGULAR BLACK HAVE BEEN PERFORMED AND THE SYSTEM IS COUPLINGS WITH PLAIN GASKETS FOR GALVANIZED ACCEPTABLE TO THE ST. LUCIE COUNTY UTILITIES STEEL PIPE. THEY SHALL BE DRESSER STYLE 90. DEPARTMENT AND THE FLORIDA DEPARTMENT OF NO SUBSTITUTIONS ALLOWED. ENVIRONMENTAL PROTECTION (FDER). 2. BEDDING AND INITIAL BACKFILL FOR MAINS HALL 9. FIRE HYDRANTS SHALL HAVE A 5 1/4' MAIN VALVE BE SAND WITH N❑ ROCKS LARGER THAN 1' N OPENING. PUMPER NOZZLE TO BE 18' FROM FINISH DIAMETER. GRADE. AL HYDRANTS TO BE INSTALLED WITH ANCHORING TEE AND CONTROL VALVE. FIRE HYDRANT 3. USE 'DETECTO' TAPE ❑N ALL MAINS, SHALL COMPLY WITH ANSI/AWWA C502-85 (OR LATEST REVISION). HYDRANTS SHALL BE MUELLER A-423, B. SEPARATION OF WATER AND SEWER MAINS CLOW MEDALLION 2500, AMERICAN DARLING B-84B, WATEROUS W-B-67 OR KENNEDY GUARDIAN K-81-A, OR 1. SANITARY SEWERS AND FORCE MAINS SHOULD CROSS AS REQUIRED BY ST. LUCIE COU14TY UTILITIES UNDER WATER MAINS WHENEVER POSSIBLE. SANITARY DEPARTMENT, SEWERS AND FORCE MAINS CROSSING WATER MAINS D. SERVICE CONNECTION: SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF 1. ALL SERVICE LINES SHALL BE POLYETHYLENE TUBING THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE (ASTM D-2737, SDR 9 AND PE 3408) SERVICE WHENEVER POSSIBLE, CONNECTION SHALL BE MARKED WITH 2' x 2' x IS' WHERE SANITARY SEWERS ❑R FORCE MAINS N UST MUST (ABOVE GRADE) STAKE PAINTED BLUE, AND SERVICES CROSS A WATER MAIN WITH LESS THAN SHALL BE ELECTRONICALLY MARKED WITH AUTOMATION VERTICAL DISTANCE, BOTH THE SEWER AND THE PRODUCT NO. 1252, 4' ABOVE SERVICE AT PROPERTY WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE LINE, IRON PIPE (DIP) AT THE CROSSING, SUFFICIENT 2, SERVICE SADDLES SHALL BE STAINLESS STEEL LENGTHS OF DIP MUST BE USED TO PROVID A STRAPS, SADDLES SHALL BE DOUIBLE STRAP TYPE. MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO ALL SERVICE SADDLES SHALL CONFORM TO ANSI/AWWA JOINTS. ALL JOINTS ON THE WATER MAIN ITHIN C111/A21.11-90 AND ASTM A-588. 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 3. CORPORATION STOPS SHALL BE MANUFACTURED OF INCHES MUST BE MAINTAINED AT ALL CROSSINGS. BRASS ALLOY IN ACCORDANCE WITH ASTM B-62 WITH ALL CROSSING SHALL BE ARRANGED SO THAT THE THREADED ENDS, AS MANUFACTURED BY MUELLER SEWER PIPE JOINTS AND THE WATER MAIN PIPE H10046 OR APPROVED EQUAL, JOINTS ARE EQUIDISTANT FROM THE POINT F 4, CURB STOPS SHALL BE MUELLER H10203 OR APPROVED CROSSING (PIPES CENTERED ON THE CROSSING). EQUAL. WHERE A NEW PIPE CONFLICTS WITH AN EXISTING 5. METER STOPS SHALL BE 90? LOCKWING TYPE AND PIPE WITH LESS THAN 18 INCHES VERTICAL SHALL BE OF BRONZE CONSTRUCTION IN ACCORDANCE CLEARANCE, THE NEW PIPE SHALL BE ARRANGED TO WITH ASTM B-62. METER STOPS SHALL BE CLOSED MEET THE CROSSING REQUIREMENTS ABOVE. BOTTOM DESIGN AND RESILIENT "0' RING SEALED AGAINST EXTERNAL LEAKAGE AT THE TOP. STOPS A MINIMUM 10-FOOT HORIZONTAL SEPARATIO SHALL SHALL BE EQUIPPED WITH A METER COUPLING NUT ❑N BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND THE OUTLET SIDES, AS MANUFACTURED BY MUELLER WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER OR APPROVED EQUAL. POSSIBLE. E. INSTALLATION: IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN 1, ALL PVC PIPE SHALL BE INSTALLED IN ACCORDANCE A 10 FOOT HORIZONTAL SEPARATION, THE WATER WITH THE UNI-BELL PLASTIC PIPE ASSOCIATIONS MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON 'GUIDE FOR INSTALLATION OF PVC PRESSURE PIPE AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE FOR MUNICIPAL WATER DISTRIBUTION SYSTEM.' OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER IS AT 2. ALL DIP SHALL BE INSTALLE➢ IN ACCORDANCE WITH LEAST 18 INCHES ABOVE THE TOP OF THE EWER. ANSI/AWWA 0600-87 OR LATEST REVISION. ` H P' N 0"CJ rylA "'TE,%S; ICI . ENGINEERS 0 PLANNERS 0 SURVEYORS 3563 N.W. 53RD STREET FORT LAUDERDALE, FLORIDA 33309 (305) 739-6400 FAX: (305) 739-6409 MATERIAL SHOWN HEREON IS THE PROPERTY OF CRAVEN ' THOMPSON & ASSOCIATES, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT PERMISSION OF CRAVEN • THOMPSON & ASSOCIATES, INC. IN WRITING DESCI?110 TION s m F VIII 4. N -:N 5. A CON''No,.,; AND N "Vm BEDDING SHALL BE PROVIDED. BACKFILL °4ATERIAL SHALL BE TAMPED IN LAYERS AROUND TH1 PIPE AS SHOWN ON THE PLANS. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST 6' BELOW THE BOTTOM OF THE PIPE. 6. ALL VALVES SHALL BE INSTALLED WITH ADJUSTABLE CAST IRON VALVE BOXES WITH THE WORD 'WATER' CAST IN THE COVER. U.S.F. OR APPROVED EQUAL, TESTING 1. BEFORE ANY PHYSICAL CONNECTIONS TO THE EXISTING WATER MAINS ARE MADE, THE COMPLETE WATER SYSTEM SHALL BE PRESSURE TESTED AND DISINFECTED. HYDROSTATIC TESTING OF NEW MAINS SHALL BE PERFORMED AT A MINIMUM STARTING PRESSURE OF 150 PSI FOR TWO HOURS IN ACCORDANCE WITH ANSI/AWWA C600-87 OR LATEST REVISION, THE PRESSURE TEST SHALL NOT VARY MORE THAN +5 DURING THE TEST, 2. THE PRESSURE TEST SHALL BE WITNESSED BY A REPRESENTATIVE OF ST, LUCIE COUNTY UTILITIES DEPARTMENT AND THE ENGINEER OF RECORD. 3. BEFORE ACCEPTANCE FOR OPERATION, THE WATER SYSTEM SHALL BE DISINFECTED IN ACCORDANCE WITH THE ANSI/AWWA C651-921 150 PSI MINIMUM STARTING TEST PRESSURE, WITH BACTERIOLOGICAL SAMPLES APPROVED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. 4. SAMPLING POINTS SHALL BE PROVIDED AT THE LOCATIONS SHOWN ON THE PLANS. IF NOT SPECIFIED, SAMPLING POINTS SHALL BE PROVIDED AT INTERVALS OF 1500' MAXIMUM FOR LINES GREATER THAN 1500' IN LENGTH. PROVIDE A MINIMUM OF TWO SAMPLING POINTS FOR ALL OTHER TEST SEGMENTS. 5. THE ALLOWABLE LEAKAGE SHALL BE LESS THAN THE NUMBER OF GALLONS PER HOUR AS DETERMINED BY THE FORMULA: L = S D Po.5 133200 IN WHICH L EQUALS THE ALLOWABLE LEAKAGE IN GALLONS PER HOUR. S EQUALS LENGTH OF PIPE (LINEAR FEET), D EQUALS NOMINAL DIAMETER OF PIPE (INCHES) AND P EQUALS THE MINIMUM TEST PRESSURE (POUNDS PER SQUARE INCH). GRAVITY SEWER COLLECTION SYSTEM, A. GENERAL: 1. MANHOLE RIM ELEVATIONS AS SHOWN ON PLANS MAY BE ADJUSTED TO CONFORM TO NEW OR EXISTING GRADES. 2. DISTANCE AND LENGTHS SHOWN ON PLANS AND PROFILE DRAWINGS ARE REFERENCED TO THE CENTER OF STRUCTURES, B. MATERIALS, 1, ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON -PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 35, WITH PUSH -ON RUBBER GASKET JOINTS. 2. DUCTILE IRON PIPE (DIP) SHALL BE DOUBLE OR CEMENT OR POLYLINED INSIDE AND SHALL HAVE A COAL TAR EPDXY COATING, MANUFACTURED IN ACCORDANCE WITH ANSI/AWWA C151/A21.51-86 OR LATEST REVISION, MINIMUM WALL THICKNESS CLASS 51 (UNLESS ❑THERWISE SPECIFIED). 3. ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFACTURED OR SUPPLIED BY THE PIPE MANUFACTURER OR APPROVED EQUAL, 4. MANHOLES SHALL BE PRECAST PER ASTM C 478 WITH 4,000 PSI CONCRETE AND GRADE 60 STEEL. MONOLITHICALLY POURED BASES ONLY. 5. MANHOLES ARE TO BE SEALED WITH ANTI-HYDR❑ CEMENT OR APPROVED EQUAL - NO MOULDING PLASTER. C. INSTALLATION, 1. PVC SEWER PIPE SHALL BE LAID IN ACCORDANCE WITH ASTM D 2321 AND THE UNI- BELL PLASTIC PIPE ASSOCIATION'S 'RECOMMENDED PRACTICE FOR THE INSTALLATION OF PVC SEWER PIPE,' 2, DIP SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA C-600-87 OR LATEST REVISION. 3. ASBESTOS CEMENT MANHOLE COUPLINGS SHALL BE GROUTED IN PLACE AT EACH PIPE CONNECTION INT❑ A MANHOLE WALL. 4. MANHOLES SHALL BE SET PLUMB TO LINE AND GRADE ON FIRM SUBGRADE PROVIDING UNIFORM BEARING UNDER THE BASE, 5, ALL OPENINGS AND JOINTS SHALL BE SEALED WATERTIGHT. i DA TE.• DESIGNED B Y.- DRAWN BY.• p CHECKED B Y.- APPPO VED B ) IX. X. r � 6. THE ENTIRE INSIDE OF THE MANHOLES SHALL BE PAINTED WITH TWO COATS OF DIFFERENT COLORS (8 MILS EACH) OF KOPPERS 300-M BITUMASTIC PAINT OR ENGINEER'S APPROVED - EQUAL. THE OUTSIDE OF EACH MANHOLE REQUIRES ONLY ONE COAT (8 MIL) OF THE SAME TYPE OF PAINT. ALL COATINGS SHAL; BE SUPPLIED AFTER THE PRELIMINARY INSPECTION D. TESTING: 1. AFTER CONSTRUCTION OF THE SEWER SYSTEM, THE ENGINEER MAY REQUIRE A VISUAL INFILTRATION AND/OR EXFILTRATION TEST TO BE PERFORMED ON THE ENTIRE SYSTEM OR ANY PART THEREOF, 2. AN AIR TEST MAY BE SUBSTITUTED FOR THE WATER EXFILTRATION TEST, UPON APPROVAL OF THE ENGINEER. 3, MANHOLE LEAKAGE TEST SHALL NOT EXCEED FOUR GALLONS PER DAY PER UNIT. NO VISIBLE LEAKAGE ALLOWED, 4. SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EXCEED 150 GALLONS PER DAY PER INCH DIAMETER PER MILE IN A TWO HOUR TEST PERIOD FOR ANY SECTION TESTED. NO VISIBLE LEAKAGE SHALL BE ALLOWED AND ALL LINES SHALL BE T.V. INSPECTED. STORM DRAINAGE: A. GENERAL: 1, CATCH BASIN GRATES AND RIM ELEVATIONS AS SHOWN ON PLANS MAY BE ADJUSTED TO CONFORM TO NEW OR EXISTING GRADES. 2. DISTANCES AND LENGTHS SHOWN ON PLANS AND PROFILE DRAWINGS ARE REFERENCED TO THE CENTER OF STRUCTURES, B. MATERIALS: 1. REINFORCED CONCRETE PIPE (R.C.P.) SHALL MEET THE REQUIREMENTS OF ASTM C-76, LATEST REVISION. RUBBER GASKETS OR OTHER MANUFACTURER SUPPLIED JOINT SEALER SHALL BE USED. 2. CORRUGATED ALUMINUM PIPE (C.A.P.) SHALL BE HELICAL TYPE, CONFORMING TO ASTM B209 AND AASHTO M196, AS MANUFACTURED BY KAISER ALUMINUM, INC., OR APPROVED EQUAL, THE CORRUGATION PATTERN AND GAUGE SHALL BE AS FOLLOWS: DIA. CORRUGATION GAUGE 12' to 21' 2 2/3' x 1/2' 16 24' to 27' 2 2/3' x 1/2' 16 30, 2 2/3' x 1/2' 14 36' to 54' 3' x V 14 60' to 78' 3' x V 12 3. PIPE COUPLINGS FOR C.A.P. SHALL BE 12' WIDE (MINIMUM) 24' FOR 60' DIAMETER OR LARGER. SPLIT BANDS OF THE SAME ALLOY AS THE PIPE MAY BE ONE GAUGE LIGHTER THAN THE PIPE. POLYURETHANE OR OTHER MANUFACTURER SUPPLIED SEALANT SHALL BE USED WITH THE COUPLINGS. 4. THE RIPRAP HEADWALLS SHALL BE CONSTRUCTED OF SAND/CEMENT WITH A MINIMUM 2000 PSI COMPRESSIVE STRENGTH TO MEET FLORIDA D.O.T. STANDARDS, THE BAGS SHALL BE PERMEABLE BURLAP, CLOTH OR PAPER, A CONCRETE CAP SHALL BE POURED ON TOP OF THE SAND/CEMENT RIPRAP BAGS WITH A MINIMUM 3000 PSI COMPRESSION STRENGTH. 5. ALL DRAINAGE CATCH BASINS AND STRUCTURES SHALL BE PRECAST CONCRETE AS MANUFACTURED BY U.S. PRECAST CORPORATION. BLOCK CATCH BASINS WILL BE ALLOWED ONLY WITH APPROVAL OF THE ENGINEER. THE MINIMUM WALL AND SLAB THICKNESS SHALL BE 8 INCHES AND THE MINIMUM REINFORCING SHALL BE NO. 4 BARS AT 12 INCHES EACH WAY UNLESS OTHERWISE INDICATED. CONCRETE SHALL BE MINIMUM OF fc=3750 PSI AT 28 DAYS. C. INSTALLATION 1. PIPE SHALL BE PLACED ON A MINIMUM OF 8' STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND OTHER FOREIGN FORMATIONS, AND CONSTRUCTED TO A UNIFORM GRADE AND LINE. 2. BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL, WELL TAMPED IN LAYERS NOT TO EXCEED 6 INCHES TO A HEIGHT OF 12 INCHES ABOVE PIPE AS SHOWN ON THE PLANS. 3. PROVIDE A MINIMUM PROTECTIVE COVER OF 18 INCHES OVER STORM SEWER AND AVOID UNNECESSARY CROSSING BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL NOTIFY THE LOCAL DRAINAGE DISTRICT AND THE ST, LUCIE COUNTY AT LEAST 24 HOURS PRIOR TO THE START OF THE CONSTRUCTION AND INSPECTION, 5. CERTIFIED AS -BUILT DRAWINGS SHALL BE FURNISHED TO THE LOCAL DRAINAGE DISTRICT AND THE ST. LUCIE COUNTY, PAVING A. GENERAL, 1. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIIIR TO CONSTRUCTION OF LIMEPOCK BASE. 2. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE, WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT. 4. ALL MUCK AND YIELDING MATERIAL WITHIN THE LIMIT OF CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH CLEAN FILL MATERIAL WITH MINIMUM L.B.R. 40 WHICH SHALL BE COMPACTED AND SHAPED TO CONFORM TO THE REQUIRED SECTION. COMPACTED AREAS, AS SHOWN ON THE PLANS AND/OR AS DETERMINED BY THE ENGINEER, SHALL BE COMPACTED IN 6' LIFTS TO NO LESS THAN 100% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE, AS DETERMINED BY AASHTO T-99 (C), LATEST REVISION. AREAS TO BE STABILIZED, AS DETERMINED BY THE ENGINEER, SHALL MEET THE REQUIRED LBR-40, COMPACTED IN 8' LIFTS. B. MATERIALS, 1. BASE COURSE SHALL BE CRUSHED LIMEROCK WITH A MINIMUM OF 70% CARBONATES OF CALCIUM AND MAGNESIUM, FREE OF ROOTS, DEBRIS AND SAND, OR FDOT APPROVED LOCAL CEMENTED COQUINA SHELLROCK. 2. SURFACE COURSE SHALL BE 1 1/2' TYPE S ASPHALTIC CONCRETE CONFORMING TO FDOT STANDARDS, UNLESS OTHERWISE SPECIFIED ON THE PLANS. 3. REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 6' x 6' NO. 6 GAUGE WIRE MESH. 4, CURBING SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE CONSISTENT WITH F,D.O.T. INDEX 300 AND F.D.O.T. SECTIONS 345 AND 520, WHERE APPLICABLE. 5, TACK COAT SHALL BE A.C. PENETRATION GRADE 85- 100 OR EMULSIFIED ASPHALT, GRADE RS-2. C. INSTALLATIONt 1. SUBGRADE FOR ROADWAY SHALL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY (AASHTO T-180), AND SHALL HAVE A MINIMUM LBR 40. 2. BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM THICKNESS OF 8-INCHES, PLACED IN A SINGLE LIFT, BASE COURSE MATERIAL SHALL HAVE A MINIMUM LBR 125, UNLESS ❑THERWISE INDICATED. ALL BASE SHALL BE PRIMED PER F.D,O.T. STANDARDS. BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. INSTALLATION OF THE WEARING SURFACE SHALL CONFORM WITH THE REQUIREMENTS OF THE D.O.T. STANDARD SPECIFICATIONS FOR TYPE S ASPHALTIC CONCRETE, D. TESTING 1. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4' FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. 2. DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF FLORIDA, WHERE DIRECTED BY THE ENGINEER. 3. ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE OWNER EXCEPT THOSE TESTS FAILING TO MEET THE SPECIFIED REQUIREMENTS WHICH ARE TO BE PAID BY THE CONTRACTOR, 4. DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED TO THE ST, LUCIE COUNTY ENGINEERING DEPARTMENT AND THE ENGINEER OF RECORD, AND APPROVED BEFORE ANY LIMEROCK BASE IS CONSTRUCTED. 5. DENSITY TESTS AND AS-BUILTS ON THE FINISHED LIMEROCK BASE SHALL BE SUPPLIED TO THE ST. LUCIE COUNTY ENGINEERING DEPARTMENT AND THE ENGINEER OF RECORD, AND APPROVED BEFORE ANY ASPHALT PAVEMENT IF CONSTRUCTED. XI. PAVEMENT MARKING AND SIGNAGE 1. ALL PAVEMENT MARKINGS AND SIGNING SHALL CONFORM TO FDOT STANDARD SPECIFICATIONS, M.U.T.C.D., AND ST. LUCIE COUNTY MINIMUM STANDARDS. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. • I � Yd.iRi F �� -9J-0057 /IM COUNTY ° NIA � 4 67EYERAL )VOTES ,w A wr ulo t �p v"� ' rill \ v \ \ \ \ \ \ '\ \\ \ ' \ r \ \ TYPE 27. \ \ � \ \ \ \ \ \ �� \ \ CONCRETE CURB \ \ \ EXISTING WDDD _.� \ \ \ \ \ \ \ WLL PG9NT \ \ h (TO SE CUT-OFF \ \ J' BELOW RI SH �\ EMOVED) \ \ 4 WI AND GAPED. FILL n �\ \ \� PC. And O� O a P ENCH C.A.P. !—P(OLE / S-1 O Td Bl Y 4 L.F. CAP. 500v 4 RIM 34. 00 \ LOW C 10' C \ \ - — — — — — OPLASIIC — — — \ TYPE D' CURB — — — — — — — — — 0 � 4 1' CURB 7RANS/71 .y "1 '•1 `'\ , J s.00 TO GRADE GRAVEN BI &OCIA Tlr'�.S W [ NGiNE El R S 0 PLANNERS S'JR` EYORS 3563 N.W. 53RD STREET FORT LAUDERDALE, FLORIDA 33309 (305) 739-6400 FAX: (305) 739-6409 MATERIAL SHOWN HEREON IS THE PROPERTY OF CRAVEN • THOMPSON & ASSOCIATES, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT PERMISSION OF CRAVEN • THOMPSON & ASSOCIATES, INC. IN WRITING DA TE• 6194 DESIGNED B Y.' R. M. C. 2 V Pt—R DATE O7 4 95UN Y C MM NTS G.M.M. 1/11/9 RMC REV D A. & K/N CON /G. ORA WN B Y.' T F. G. & ADD EXFIL IRA RON TRENCH T F. G. 10111194 R. M. C. DeSCR/PTION BY IDA TZ-1 CK D CHECKED BY.' R C. APPROVED B Y. r 33 S_ LN,91AN RIVER COUNTN r 34 S I ST LUCIE COON r I 0 LQ � � N 6 ' 5 I 713 605 TJ�tlS`� - - R 9nr 1 12 {E 7 8 L OCA TION N. T.S. SITE DA TA IMPERVIOUS AREA: BUILDING COVERAGE ....................... 11,950 FTZ = 0.2743 AC PAVEMENT & WALKS . ....................... 52,039 FT1 = 1.4242 AC PREWOUS AREA.- LANDSCAPE/CRASS AREA ..................... 70,32297 FT1 = 1.6144 AC TOTAL SIZE AREat, 144 JI 1. 97 FT1 = d3119 AC LEGEND: ,j INDICATES EXISTING GRADE +so INDICATES PROPOSED GRADE /ND/CA TES SURFACE FLOW D/REC77ON C A•P, INDICATES CORRUGA7E0 ALUMINUM PIPE P.CA.P. INDICA TES PERFORATED CORRUGA7E0 ALUMINUM PIPE ■ INDICA7ES PROPOSED STORM DRAINAGE INLET STM /ND/CA7ES EXF/L 7RA TION TRENCH W/15" P. C.A.P. 4 IND/CA TES DRAINAGE STRUCTURE NUMBER C-4Ci IND/CA TES TYPE OF STRUCTURE OEN07ES REMOVAL OF ASPHALT PAVEMENT AND TOP 6" OF LIMEROCK BASE. REPLACE WITH 6" OF SUITABLE FILL AND SOLID SOD PER DOT SPECIFICA 770N5. DEN07ES GRASS AND UNSUITABLE MA7ERIAL REMOVAL. REPLACE WITH 2" TYPE 5-1 ASPHAL77C CONCRETE 12" LIMEROCK BASE, AND 12" COMPACTED SUBGRADE, PER DOT SPECIFICA77ONS 22' 22' h 0 g n n W W — �.OX W 6� BVC ' 44' VERTICAL CURVE UMA �r fx% �' % sti " is OA AA VIY6* 6RANY6 J- BRAIYAcrt n I g 0. 63% EVC W� 60' VERTICAL CURVE JOB NO: 93- 0057 SCALE.• 1 " = 30' SHr" ,_-T.' OF 6 y I �nl r , �f v A e vA w7 c . S9iN A µ( L»' vYyY'` {X{. 1' f"e I I , ,f IS 34 �i4 h b+fa 4HKI} ,a�1 ! A I ww. w�wwwl/ ' /wI © D 4 PARKING r O AP Ar 1 ON. PA �� I 6' EXTPI.(m 16 6' cum B O1%F7 O.H. PA4£M£NT 1 6" EXTRUDED CURB 0.15%FT. 6' EXTRUDED CURB 6"6" q /NC SPAa i 16, 2' 133 PAVEMENT OH ILANDSCAPE -- EVSRNG GRADE I 6" I r1 nc•�r //� WTU /H 2 TOP OF PAVING LEGEND AO 1 1/2" TYPE S-/// ASPHALT/C CONCRETE © 1' TYPE S-111 ASPHAL AC CONCRETE ©8'L/MEROCK BASE COMPACTED TO 98X OF MAX DRY DENSITY PER AASHTO T-180 DO 6"L/MEROCK BASE COMPAC7ED TO 98X OF MAX. DRY DENSITY PER AASHTO T-180 (FOR PARKING SPACES ONLY) EO 12" SUBGRADE COMPAC7ED TO 98X OF MAX DRY DENSITY PER AASHTO T-180 MINIMUM LBR 40, STABILIZE AS NECESSARY. ?6 TB I? Ai A. 3� �i �� TYPACAC O c oSPACE c ESa 2'-6" IN PARKNG SPACE RE7NFORCMl NOTES -�.i 1-F'F 1. W1AEL STOP FOPv S'ZES MAY VARY DEPENDING ON A. C.S.C. y Ai2m UI+u s r4C+._ w FLW Au MANUFACTURER 12" 6' v e CA P - u o� I- ItE 51MAC71AWS I I 1 TO. > 2 MHNT SRU SHALL BE mIt .O F1h'WA ee PAINTED BLUE AT D AP iMC.YLY S ° • E ° sEGULA S-ACES. AT L/MEROCK AS£ 2wE MALLS eG ' • REGULAR SPACES ° e "0 7 ! " e o0 PLAN _ 6- STABILIZED SUBCRADE OC'�S�oQQ pGCi' O -_ - -- F RTA ROIL SAW CONCRETE ONE£L STOP X trAk �C ill 4' NLS DR,,�/VAGEESS7RUUCIURE BOTTOM DETAIL 8 ' „ TYPE A" $" C' D" C-4 4"—O"0 8" IF /4 ®12" C.C.EW. T :""r CC.E.W. 6'-4"0 C-5 5"-0"0 B" 10" A5 012' CC. EW. oK5 A'.:' C.C.EW. 7'-4"0 C-6 6'-0'0 8" 10 115 012" C.C.E.W. /5 v " C.C.E.W. 8'-4"0 C-7 7'-0"0 8" 10" /5 012' C.CEW. 45 9 CC.E.W. 9"-4"0 C-8 8'-0'0 — 10" — WWM.w I/5 0 ?" CC.EW. 18'-8"0 REFER TO FDOT INDEX 300 , EPDXY ADHESIVE 2R I., ASPHAL T --� 6" L/MEROLK BASE SUBGRADE (SEE NOTE) SAFE TRENCH ANGLE PER OSHA R£OU/REMEN7S -BACKRILL PLACED AND COMPACTED TQ IOOX MAX. DENSITY 3-1/2" MAX. SIZE 6" MAX. LAYERS OR APPROVED / METHOD TO ACHIEVE 98X COMPACAON M£LIYANICAL COMPAC770N NOT ALLOWED BELOW THIS POINT '-6" MAX. LAYERS APPROVED MEAlOD TO ACHIEVE 980 COMPAC77ON 4" MAX. LAYERS AT 95X BEDDING MATERIAL ND/SIURBED SOIL NOTE; 1, WHERE SOIL CO&Dfi ZOAS CAN NOT BE MAINTAINED AS SHOWN ABOVE" PROVIDE A ROVED MEANS OF C01vS7RUC77ON 2 UNLESS 07HERW7 NOTED" BEDDING MA 7FR/AL SHALL CL?VS/ST OF WASHED AND GRA ROCK 3. SHEEANG WILL B£ £OU/RED AS DETERMINED /At THE FELD. 4. REFER TO SP£CIR 77ONS FOR EXCA VA AON /N MUCK OR OTHER UNSUITABLE M47E 1AL. 5. COMPACAON PERCENTAGES SHOWN REFER TO AASHTO 7--780. ON CiRAVEN'" THOMPSON 4 ASSOCATE3, INC. 7NGll',4EERc3 PLANNERS SURVEYORS 3563 N.W. 53RD STREET FORT LAUDERDALE, FLORIDA 33309 (305) 739-6400 FAX: (305) 739-6409 MATERIAL SHOWN HEREON IS THE PROPERTY OF CRAVEN " THOMPSON & ASSOCIATES, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT PERMISSION OF CRAVEN • THOMPSON & ASSOCIATES, INC. IN WRITING DESCRIPTION I— SYLPE 0 T-12 NAA01CAP RAMP DETAIL p"fifi5 t{,pity dM� f�qi �Pu • 3 va a ` 7 .T�6 I+' gk 1, �) I,, � • I - DA TE- 6194 DESIGNED B Y.- R. M. C. -- DRAWN BY T.F. G. BY DA TE CK D CHECKED B Y." R. M. C. APPROVED BY] e` e. ��. .. TYPE A' /O/NT SECTION B-B SEAL r L__ err, i. I6 dR a �I �e ■ PLAN " w , w TYPE 6' 5' TYPICAL JOINT ELEVA IN T/ONMOP ' PT IN DR/VSWA YS WHERE THETH/CKNESS SHALL BE 6'. x A "W I a V An rlWPAY.`TF7) TY) 9BX OF MAX R ALF WADED PEAROCK TRENGN UND? M/RAFI 140 f$ 7E7P FABRIC C1R EOUAL 1/2" PR£MOLDED EXPANSION JOINT MATERIAL -r 11. '1I I/1I/ I r TABLE OF SIDEWALK JOINTS TYPE LOCAT70N 20 FEET CENTER TO CEN7FR ON SIDEWALKS P.0 AND P.T. OF CURVES A' XNC77ON OF EXISANG AND NEW SIDEWALKS WHERE SJD£WALK ABUTS CONCRETE CURBS, DRIVEWAYS AND SIMILAR STRUCTURES V' 5 FEET CENTER TO CENTER ON SIDEWALKS. EL£VAT/ON AtC FINISH GPAAE £L-34.40 7� C.AP. LE-M..00 0 BALLAST ROCK EL.-27..25 HOOP PARKING SIGN (TYP.) (SYE SIGN DETAIL) i REFER TO DETAIL OF CURB i—� RAMP AT HANDICAP PARKING 3/4R�� " V PLAN NOMPES SHALL IERMINA7E 2 FEET FROM END OF 7RENCH OR CONNECT TO ADDINNAL CATCH BASNS AS R£OLHRED. 2. BALLAST ROCK SHALL BE FROM fIRESH WATER WASHED FREE OF DEL£TERICY/S MA TIER. S. PEAROCK SHALL BE USED ON THE TOP 6. NT5: A a S CT 1111-)F /.YJ//A/TY i 1 PA VIY6,7 ' , i , IL S JOB NO: 93- 005 SALE. NTS SHEET 5 OF F. J OHL ORINA TOR MR n# 11 a a'rv<f i^ aA �'2 � • • / • ! 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Cs, U] LIMITS OF BUILDING DETAIL PLANTING -- . �p TRANSFORMER PAD777e --, PUMP STATION'5 14.P./4' WELL' O 1PD — O O D ;? \ O LIR , � a 6 v16 5 _F 22 —TYPE "F' CURB TYP. 0 RR_IZ f( J UNITS PAD IA' SOD I rs BEDS TO BE LAID OUTI TO FORM A SMOOTH CONT"X)US LINE AS. SHOWN I t, t �,JCC3 7`1 EXISTING LIVE OAK TO BE PRESERVED IN PLACE PROTECTIVE BARRIERS TO BE ERECTED AROUND DRIP LINE OF TREE TO INSURE PROTECTION V'- JCT m 7so�() 7�. 7 IN"= w .. j� COOLER .. _ • �` COMPRESSOR . I' 3MULCH RING TYP. EN?RY l�lb Vlb � i 3UL D,%',ti'G SOD ROTATE HEADS OF ROBELLN .. PALMS. A$ SHOWN. I • • IL �n =cli5 ' SOD I i I Ir i I �- BUILDING OVERHANG TYP. z�x A, wiz iZ2 CYA - 1 V1� VINE TO BE ESMLLIE RED 1 •. a 'x, -. _.. ._-. __ I TO ATTACHED TRELLIS 7 BE PAINTED TO �.°' E �J?R DV -ACT MATCH WALL PRIOR To " .� INSTALLATION OF VNiE - ,'4CH AS SELECTED 4 12 TOROLUSA JUNIPER TO BE CENTEKF L> OTHERS BETWEEN WINDOWS TYP. x C F 1. 417 I Cc o 00 � I • SOD • 111 SIDEWALK EMN .itn.'� .... 2 NOPTN 0 10 20 a SCALE: V=10' �x CD C -v i1 r; T" U L r u i Q Q m v; k �^ rs s-- C in•� O C, i ` V) 3 �. rr a hssCrw", �� wx $test, Y2��g ta -v Iv O � cS7 U Q) U ,, pw.a 7 C � O z pq u o °0 E Az 0�; U) Cl ca G.. ca a. LL. M I I 1 "I ShI , rid IAt :V Grade .l 1 even surface w:tn loose, - uolfnrm )li ar! take d:i.l remote ridgeS aM w,rx :;i✓I ..r! [ it ..IA W .. ,....:, ±n� w,sin N «+. + ..:.. •w� '{'. y°'*' w e e . e • • awxv.waamxsrmm tl'MXt1AM ' e1�r " swam"^ "lmae'm '�. gEow Ili A Ext... ..• ;f pia^t'v.-1 work :s sbr w.... -. r. iT ,w ., ly SC^.r 'J�eti.'e 1' :. �nf {ralr> _- , fMJ.I $t P.n p r,}rIa [Pe i14I. ;Jl attt lTtg 11 9011 -. :. .. at Ndt.,t ,,, <[:.: 1' i :,1524r t• t,. .1rV B. ',1'Jhgr,i .. EIQvat .n s: f¢ 1V ]•., �.. � .. '. „ 1 :' ] 1 , r:. ,..' S^ If )1..< .[ an„w. { t... '� .r It ri .rem '. r r .. 4a, ,n 1. if �, 1 !y to s 1hlisn vatr'. 4 L 'we na .. ,, h ,.r ]W:. ,1 II. 51 ,. .. .. i',it 4.a1, .her, r'sr;:s .ill:, rti e 4 I ": a fIs, , n lr. t: )rwa s ifs. :l»snrmrl �l lak freer 1 Herr•, .w a+, m [ {y ,. YI 1•' +:� 1 1. .Ili` !.,, si.,.r„i:. 'eel w'. S•' if t p n ,"Jpf"' ' st SrylYirr]p fa"'4.. ,. '+Mix""yes g'k'h' 1ATINtIfrq 'I', f:,.iI,h Gr.li.. E1-, 1• nti_ ,. - , .•• . , 1ii :' sti nxrIarlous time, plant rt tS and •her t- , I ^,nt•er Ii[er ".an li" in finmet„r .. shall not 9II, Ious ):ant orowrh (such as bermuda ,=r 1) grass I IFf rA6A"; N iF..A N'I Nil (f EI ' It s'a, test i:: reutra: Ph rang, of ' to 6.'11 'ont.u- , m 'I ` in tl Mi suDltat,r'e that 'an be 'iP med. t,. impede'*pl it V-79-'tH to A '.< sP, tiJh'j:I ',.1 '. 1'•:be it S iY' a minimum depth of 10 The , n•r.)cIo: shall be prepared tc have Boll lab - tested It is: I t lar l'I: pm•,nt. Remove stones over 1.02 QUALITY ASSIAANr'E his expense by the landscape Arch It ec'. Topsoil sha:l ny ! �, + I St 1.'x e, stones, rubbish and other comply with the followrnq quantitive analysis: exr a-,eo.:s ms e.. >;teed pia 'iI sort mixture to minimma depth n:q-,:red '< meet ..^.es, IIaAes Ind elevations shown, after light A. Subcontract landscape work to :r:r. ape, Ializl:.q .. rn'!ling ant oar al settlement. Place approximately I, of total landscape work. COMPt1WENTS VOLUME MEASURE PARTICLE SIZE -it amount of planting soil required. Work into top of loosenad B. Source Quality Control: 7 - `;i subgrede to create a transition layer, then place remainder Organic Matter KM of the planting soil. Add soil amendment. Silt 10 - 1Ji -,'5 to .002 1. General: Ship landscape materials with certificates Sam! 25 - "` i ! to 1)5 MM beds trenched of inspection required by governing authorities. Comply 5 - 2St o02 KM and below B. Excavation for Trees and Shrubs: Excavate pits, and Clay with vertical sides and with bottom of excavation slightly raised with regulations applicable to landscape materials. at center to provide proper drainage. Loosen hard subsoil in 2. Do not make substitutions. If specified landscape material bottom of excavation. is not obtainable, submit to Landscape Architect proof of non -availability and proposal for use equivalent BOIL AMENDMENTS 1. For balled and burlapped (B&B trees and shrubs), make ucava- -of material. When authorized, adjustment of contract amount 2.9i bona at least half again as wide as the ball diameter and will be made b 1 i,to abov specified himits: equal to the bail depth, 3. Analysis and Standards: Package standard products with manufacturer's certified analysis. For other material, provide analysis by recognized laboratory made in accord- ance with methods established by the Association of Official Agricultural Chemists, wherever applicable. 4. Trees, Palms and Shrubs: Provide trees, palms and shrubs grown in a recognized nursery in accordance with good horticultural practice. Provide healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as decay, knots, sun -scald, injuries, abrasions disfigurement. Provide trees, palms and shrubs for grade needed as outlined under Grades and Standards for Nursery Plants, State Plant Board of Florida, unless otherwise noted. a. Sizes: Provide trees and shrubs of sizes shown or specified. Trees, palms and shrubs of larger size may be used if acceptable to Landscape Architect, and if sizes of roots or balls are Increased propor- tionately. C Inspection: Landscape Architect reservrs r:ght to inspect trees, palms and shrubs either at plain-, 7rowtl: cr at site before planting, fcr compliance wirh r q:i mrr r•rts for name, variety, size and quality. 1.03 SUBMITTALS. A. Certif n'arlon: Submit err.;, rates )tip Is regitr,�.l by governmc„sal au [�:r r i^' war-ei rr r' of van,(.•.. certifin,i analysis for snli Imo^:Invents InI ere:limar materials. Submit other Mari suhs'actlar lni •hit materia:, comply with specified requ uemetts. B. Submit seed vendor's -�rrlt tea statnme:.- f,-.r each grass sne.+, mixture required, stating br,ta',i<ll ari nmmor. name, per-.-._. 'age by weight, and percentage of purity, ;ermine[i n, I,.! weed seed for each grass see.) spe,Ies. C. Planting Schedule: Submit planting schedule showing scheduled dates for each type of planting in each area of site, D. Maintenance instructions: Submit typewritten procedures for maintenance of landscape work. 0 1.04 DELIVERY, STORAGE AND HANDLING A. Packaged Materials: Deliver packaged materials in original containers showing weight analysis and name of manufacturer. Protect materials from deterioration during delivery, and while stored at site. B. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against drying and breaking of rolled strips. C. Trees, palms and shrubs: Provide freshly dug trees, palms and shrubs. Do not prune prior to delivery. Do not bend or bind -tie trees or shrubs in such a manner as to damage bark, break branches or destroy natural shape. Provide protective covering during delivery. D. Deliver trees, palms and shrubs after preparations for planting have been completed and plant immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mech- anical damage, and keep roots moist. E. Do not remove container grown stock from containers until planting time. F. Label at least one tree, one palm anal one shrub of each variety with a securely attached waterproof tag bearinq legible Qekrgnatzon of botanical and common name. 1.05. JOB CONDITIONS A. Proceed with and complete landscape work as rapidly as portions of site become available. B. Utilities: Determine locatibn of underground utilities and perform work in a manner which will avoid possible damage. Hand excavate, as required. Maintain grade stakes set by others until removal is mutually agreed upon by parties concerned. C. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or obstructions, notify Landscape Architect before planting. D. Planting Schedule: Where applicable, prepare a proposed planting schedule. Schedule dates to establish a logical sequence for completing each type of landscape work to avoid damage to other landscape work and work performed by other disciplines. Correlate with specified maintenance periods to provide maintenance from date of substantial completion. once accepted, revise dates only as approved in writing, after documentation of reasons for delays. 1. Coordination with Lawns: Plant trees, palms and shrubs after final grades are established and prior to planting of lawns, unless otherwise acceptable to Landscape Architect. If planting of trees, palms and shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawn* resulting from planting operations. 1.06 SPECIAL PROJECT WARRANTY A. Warrant lawns through specified maintenance period, and until final acceptance. The required period is one full growth &*&*on following installation of lawn araas. S. Warrant trees for a period of one year after date of substantial completion against defects including death and satisfactory growth, except for defects resulting from neglect by Owner, abuse or damage by others, or unusual phenomena or incidents which. are beyond Land- scape Contractor's control. C. Warrant shrubs for I full growing season after datT of substantial completion. D. Remove and replace trees, shrubs or other plants and to be dead�.V�}j in unhealthy condition during warranty riod. Make ri�lacements during growth season followin d of warranty period. Replace trees and shrubs whi are in doubtful condition at and of warranty period; missal in opinion of the Landscape Architect, it is ad Sabi* to extend warranty period for a full growing so on. 1. Another inspection will be conducted At4Vtd of extended warranty period, to dote rains acceptance r rejection. Only on* replacement will. be required at end of warranty period, except for losses or replacements due to failure to comply with specified requirements. If necessary to ring sow .. A. Lime: Natural limestone 'Dolomite). c' taming not less than s 851 of total carbonate, ground so t )t not less than 904 passes a 10-mesh sieve and not less than 50% passes a 100- mesh sieve. S. Peat Humus or Peat Moss: Texture, moisture and pH range suitable for intended use. C. Commercial Fertilizer: Complete fertilizer of neutral character, with 40% - 501 of the total nitrogen'. in a water insoluble form. It shall be uniform in composition, dry and free flowing. 1. For trees, palms and shrubs, provide fertilizer with not less than 64 available phosphoric acid, 61 nitrogen and 61 soluble potash. 2. For lawns, provide fertilizer with not less than 61 phosphoric acid, and 61 potassi, m, and percentage of nitrogen, required to provide not less than 1 lb. of 'iactual nitrogen per 1000 square feet of lawn area. Provide nitrogen in a form that will be available to lawn d,,rin❑ Initi.hl period of growth. 2 .01 PLANT MATERIALS A Plant .:s' is part ,'t ':Is s l.•...,I, Iii rn se"Ile B. Quality: Trees, palms, s".: •.,bs ,nr I'�ct plants sha l.. conform. to the standards for Florida No, i o1i, better as given in inn latest edition of Grades in! Standards for Nursery Plants, state Plant Board of Florida. Ueciiuous Trees: Provide trees of he�pghtand caliper listed or shown and with branching conf:quratl-on for No. I graded trees in Grades and _Standards tot Nu sery Plants for type and species required. Pr -'vide single stem trees ex,'ept where special forms are shown or [Is-ei. Tall condition, variable. rn:t.•t =s a Broadleafel Evergreenb Provide evergreens ..f sizes show: r ;Is. 0,1 imensionl Indicate minimum he ry ht and sp'"ad. Provide specille quality evergreens with well-balanced form romplyrn9 with requirements for other size relationships to the pri ary ,limension shown. 2.04 GRASS MATERIALS A. Grass Seed: Provide fresh, clean, new -crop seed complying with established tolerance for purity and germination. Provide seed of grass species, proportions and minimum percentages of purity , yerminacion, and maximum Rercentage of weed seed, as IPA lifts, Attach a schedule o[ requirements. B. Sod: Provide strongly rooted sod free of weeds and undesirable native grasses, capable of growth and development when planted. 2.05 MISCELLANEOUS LANDSCAPE MATERIALS A. Ground Cover: Provide plants established and well -rooted in removable containers or integral peat pots and with not less than minimum number and length of ruiners specified. B. Anti -Erosion Mulch: Provide clean, dry, mulching hay or straw of coastal bermuda, pergola or bahia grass. Only und*ter- ,orated mulch which can be readily Cut into the soil wall be used. C. Mulch: Varies by region and availabij lity. D, Stakes and Guys: When required prov de stakes and deaden of sound new hardwood; treated sot[�ovide Cod, or redwood, free of knot holes and other defects. P wire ties Sed guys of )-strand, twisted, pliable galvanized iron wire not lighter then 12 ga. with zinc -coated turnbuckles. Provide not less than M" hose, cut to required lengths to protect tree trunks from damage by wires. PART 3 EXECUTION 3.01 LAYOUT A. Layout individual tree and shrub locations and areas for multiple plantings. Stake locations and outline areas and secure Landscape Architect's acceptance before start of planting work. Make adjustments as,may be requested. 3.02 PREPARATION OF PLANTING SOIL A. Before mixing, clean topsoil of roots, plants, soda, stones, clay lumps, and other extraneous materials harmful or toxic to plant growth. B. Mix specified •oil amendments and t}rtilizers with topsoil at rates specified. Delay mixing of fertilizer if plsnttng will not follow placing of plantinq,!soil within a few days. C. For planting bode, six planting soil either prior to planting or apply on surface of topsoil and Nix thoroughly before planting. 1. Mix It" with dry soil prior to mixing of fertilizer. 2. Prevent lime from contacting roots of acid -loving plants. D, Remove all shollrock encountered' and backfill with clean send or sand/soil mix. 3.03 PREPARATION FOR PLANTING LAWNS A. Preparation of Unchanged Grades: Where lawns are to be planted in arts• that have not been altered or disturbed by excavating, grading, or stripping operations, prepare soil for Sawn planting as follows, Till to a depth of not less than 6"; apply soil amendments and initial fertilizers; remove high areas and fill in depressions; till soil to a homogenous mixture of fine texture, free of lumps, cl�ds, stones, roots and other extraneous matter. 1. Prior to preparation of unchanged areas, remove existing gross, vegetation and turf. Dispose of such material outside of owner's proportyi do not turn over into toll being prepared for lawns. s. Elsewhere) Loosen subgrad• of lawn areas to a minimum depth of 4". Remove stones over IN" in any dimension and sticks, roots, rubbish and other extraneous matter. Limit prSParrStlon to areas which will be planted promptly after preparation. 1. spread planting nail mixture to minimum depth required to meat lines, grades and elevations shown, after light 1 went. e n • rolling an rural et[ • 2. Place opproximataly i of total amount of planting *nit requtrad. Work into top of loosened subgrade to create a transition layer and then place remainder of planting *oil. 3. Allow for sod thickness in areas to be sodded. 2. For container grown stock, excavate as specified for belled and burlapped stock, adjusted to size of container width and depth. C. Dispose of subsoil removed from landscape excavations. no not mix with planting soil or use as backfill. Fill excavations for trees and shrubs with water and allow to percolate out before planting. 1.05 PLANTING TREES, PALMS AND SHRUBS A. Lay out individual tree, palm and shrub locations and areas for multiple plantings where required. Stake locations and outline areas and secure Landscape Architect's acceptance before start of planting work. Make adjustments as may be requested. B. Set balled and burlapped (BCB) stock on layer of compacted planting soil mixture, plumb and in center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. When excavation is approximately 211 full, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing final layer ofbackfill. Set container grown stock as specified forballed and burlapped stock, except cut cans on 2 sides with an approved car. cutter: remove bottoms of wooden boxes .after partial backfillinq so as not to damage root balls. ,.. Dish top of hacktill to allow for mulching. E. Mulch pits, trenches and plantinq areas. Provide not less than following thickness of mulch and work into top of backfill and finish level with adjacent finish grades: Provide 3" thickness. of mulch G. Guy and stake trees immediately after planting, as indicated. 3.06 PRUNING A. All pruning shall be done an the site before planting as directed by Landscape Architect. Pruning shall follw, modern horticultural practices )Grades and Standards for Nursery Plants) and shall he done with approved tools designed for the purpose intended. Lopping, topping, or Shearing of trees or shrubs rill be grounds for rejecting the pplants as unsuitable and not meeting the requirements. =9•d, scarred, frayed, split, or skinned branches, limbs or roots shall be pruned back to live wood near"t to the next sound outside lateral bud, branch, limb or root. The terminal leader or bud in all trees or shrubs shall be left intact and not removed unless damaged. B. Prune, thin out and shape trees and shrubs. Prune trees to retain required height and spread. Unless otherwise directed by Landscape Architect, do not cut tree m leaders, and reove only injured or dead branch** from flow ring trees, if any. Prune shrubs to retain natural character. 3,07 SODDING NEW LAWNS A. Lay sod within 14 hours from time of stripping. B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod strips: do not overlap. Stopper strips to offset joints in adjacent courses. Work from boards to avoid damage to ■ubgrade, or sod. Tamp or roll tightly to ensure contact with subgrad*. Work sifted soil Into minor cracks between pieces to sod; remove excess to avoid smothering of adjacent grass. C. Water sod thoroughly with a.fine spray immediately after planting. " )i.01 MAINTENANCE AL Begin maintenance immediately after planting_ B. Maintain trees, palms, shrubs and other plants until final acceptance but In no case lose than following period: 30 days after substantial completion of planting. C. maintain trots, Palms, shrubs and other plants by pruning, cultivating and weeding as required for healthy growth. Restore planting saucers. Tighten and repair stake and guy supports and reset trots and shrubs to proper grades or vertical positron as required. Restore or replace damaged wrappings. Spray, as required to keep trees and shrubs free of insects and diSosse. D. Remove and replace excessively pruned or sisformod stock resulting from improper pruning. E. maintain lawns for not loss than the period stated below, and longer asrequiredto establish an acceptable lawn. 1. sodded lawns, not 1*49 than 30 days after substantial completion. 2. Seeded lawns, not lose than 60 days after substantial completion. F. maintain lawns by watering, fertilizing, weeding, ekzwing, trimming, and other operations such as rolling, regrading and replanting as required to establish a Smooth, acceptable lawn, free of eroded or bare anus. 0. tsndoospe Contractor is responsible for Watering oil sod and plant materials from day c.P installation through final accept- s aa" semen if irrigation is s^plot 1, 1„nn*, unless this rospon- sisility is &"Umd In Writ milt t, antiPFev party. 3.09 CLEANUP AND PROTECTION A. During landscape .Work, keep pavement clean and work cram in an orderly condition. B. Protect landscape work and materiels from damage due to land - scope operations, operations by other contractors and tresses and trespassers. Maintain protection during installation and maintenonce poriods. Treat, repair or replace damaged landscape ro rk se di cited. 1.10 INs►EC?ION AND ACCEPTANCE A. Whom Iandmcop* work is completed, including maintenance, Landscape Architect will, upon request, ask* An Inspection Co- determine acceptability. LandsCape work may be inspected for acceptance in pa'rto agroe&ble to Landscape Architect, provided work offered for`ttispoction to complete, including As interstate. B. Eoodod lawns will be Acceptable provided roquirements, /nciuding ma int ►nanco, have been complied with, and healthy, uniform close stood of specified grasr is established, free of woods, bare spots and surface irregularities (959 coverage required for acceptance). C. sodd*4 lawn* will be acceptable provided requirements, including maintenonco, have been complied with, and healthy, well-rootod, even -colored, viable lawn is established, free of weeds, open joints and bare areas (9S1 coverage required for acc*ptanc*). what* inspected landscape work does not comply with require- ments, replace rejected work and .-=. .r .la specified main•thAnc* until reinspected by Landscape Ar„ :Teri :and found to be xccopt- Able. Remove rejected plants and murex 51a promptly fzou, project site. essmx .. •aeaseaw-: Plac on ite: Fot Saba Is, ranches tagethel t II rag. -2"x 4'x 16' wood batten= wire x inetal bands w•ap u,la�dt betwe en een atten & tree trunk blocked braces of ew, clear lumber to upport all clear trunk alms (nail to battens f/20d nails) ermed Saucer with I" layer of mulch extended beyond 'erm) , inished grade lood stake in suitaf:.e ize i length to holA )races. ,pproved Boll In!x see specs) 2 -4'X 2 - 4' X H' LATTICE TRELLICE TO BE MOUNTED 3" OFF WALL. ALL HARDWARE TO BE HOTDIPPED GALVANIZED. LATTICE TO BE PAINTED TO MATCH COLOR OF COORDINATE WITH ARCHITECTURAL PLANS FOR PAINT COLOR ESPALLIEA VINE TO LATTICE, TIE RUNNERS WITH NYLON STRING IN FIGURE "8" PATTERN. !! 3" MULCH LAYER MIN. FRSSH GRADE BASE OF LATTICE TO BE 6" ABOVE GRADE. APPROVED BACKALL SOIL MIX SEE SPECIFICATIONS III Ii--i1111 :k v, w4f TAIL ."ANT LIST OTTY, COMMON/BOTANICAL NAME SPPCIFICATION Place safe on all guy and stake! s Yl,'y J : 1. „r :�.i".xm'v .,m+"t.C.F.^.wtt•.<. yn ,'vv .s.,, ..N..:krmN>M;w, .r+yYS+Ervatk,+:.AR`t ,F',t to^ea SPACING *D* ROW "A" p OF PLANTS 6" O.C. 5.2" 4.61 8" O.C. 6.93" 2.6 100 O.C. 8.66" 1.66 12e O.C. 10.4" 1.15 •-1 Sq. Ft. PLANT SPACING CHART -_.__ -. A / LD ..11 f11, it a GROUNDCOVER D"_1:w. JCB 492 BLUE PACIFIC MIN.1 GAL., :IN, 4-5 RUNNERS, SHORE JUNIPER M N. 12" RUN.ERI,FULL Juniperus conferta FOLIAGE, 18" O.C. Blue Pacific" 14 CREPE MYRTLE (RED) MIN. 20'HT. x 6'SPR, FULL JCT 4 TOROLUSA JUNIPER MIN. 6-7'IIT., MATCHEDHEIGHTS, TO BASE, LI Lagerstsoemia indices ROUNDI'D FOLIAGE, MULTI -TRUNK Juniperus chinensis "Toroluea" FULL ROUNDED FOLIAGE SINGLE TERMINAL LEADER ONLY "Country Red" MIN. 5 TRUNKS, 5'CT I,I. 2 TREE -FORM LIGUSTal MIN. CAST.% B'SPR.,TRUNFULL LIR 6�o EVERGREEN GIANT LIRIOPE Lirio a muecari MIN.1 GAL., 'FULL TO EDGE OF POT, MIN.12"HT. x 12"SPR., Liguetrum lucidum EVEN CSIECI, MULTI -TRUNK, -Evergreen Giant" 18" O.C. 4 'CT, SPECIMEN QUALITY 47 LIVE OAK MIN. 12'HT.x 6'SPR.,MIN.3"CAL. ND 2 HEAVENLY BAMBOO MIN. 7 GAL., 4'IIT. x 2 1/2'SPR. QV Quercue. virgirliana SINGLE ;TRAIGHTTRUNK, FULL Nandina domestic& FULL TO MIN. 5 CANES TCH, EVEN CANOPY, LOW FULL FOLIAGE, 45 GAL" MIN. OJ 112 MONDO GRASS MIN. 1 GAL., FULL TO EDGE Ophiopogon japonicus OF POT, 9"0.0 PC 3 FIRETHORN VINE MIN. 7 GAL., MIN. 4 MAIN RUNNERS UPD 1b DRAKE ELM MIN.12'IIT. x-6'SPR.,MIN.3"CAL. Pyracantha coccinea 40" LONG, ESPALLIER TO TRELLIS Dimas parvifolia MIN.S'CT,SINGLE STRAIGHT (LANDSCAPE CONTRACTOR TO PROVIDE "Drake" TRUNK, FULL EVEN CANOPY, 2-4'x8 "TRELLIS SECTIONS, NO LOW CROTCH, B&B MOUNTED SIDE BY SIDE, CENTERED ON WALL) SR 29 QUEEN PALM HEIGHTS AS NOTED ON PLAN, Syagru8 ronienzofflanUm HEIGHTS DENOTE CLEAR TRUNK, PR-3 4 PYGMY DATE PALM TRIPLE, HIN. 5-6111T. OR. FULL HEADS MIN. lo" DOH Phoenix roebelenii MIN. 2-3'CT EACH TRUNK, GREENWOOD FULL EVEN HEADS, SPECIMEN QUALITY $HRUBS PTV 50 VARIEGATED PITTOSPORUM MIN.7 GAL., MIN.24 "IIT.x1D"SPR. ATV 13 VARIEGATED GINGER MIN. 3 GAL., FULL FOLIAGE, Pittosporum tobira FULL EVEN FOLIAGE, 18"O.C. Alpinia zerumbet MIN. 24"HT. x24" SPR., "Variegate" "Variegate" STRONG VARIEGATION, 3'0.C. RE-1 2 LADY PALM 'MIN. 5-6111T. x 4'SPR., CF 63 HOLLY FERN MIN. 1 GAL., 12"IIT. x 12"SPR. Rhatis excelea .MIN. 25 GAL., FULL FOLIAGE cyrtomium falcatum FULL FOLAIGE, 21O.C. MIN. 7 CANES PER POT RE-2 7 LADY PALM MIN. 4-5'HT. x 4'SFR., CYA 1 UMBRELLA SEDGE MIN. 3 GAL., 3-4'IIT., Rhapia excelea MIN. 15 GAL., FULL FOLIAGE Cyperus alternifoliue MIN. 5PPP, FUL-, FOLIAGE MIN. 7 CANES PER POT CRA 5rr5 CRINUM LILY MIN. 30"OA,LERIO OR BETTER, RI f35 INDIA HAWTHORN MIN.3 GAL.,MIN.12"IIT.xl8"SPR= Crinum nsiaticum FULL EVEN F..LIAGE Rhaphiolepie indices PULL EVEN FOLIAGE, 24" O.C. CR 1 XING SAGO MIN. 7 CAL. 36"OA, 6" CT, SA 15 DWARF SCHEFFLERA M-N.3 GAL.,MIN.24"HT.x24"SPR. Cycae revoluta EPECIr1EN t.-ALITY, FULL Schefflera arboricola FULL EVEN FOLIAGE, 210.C. ROUNDED FOLIAGE VIll 3qI SANDANKWA VIBUPJIJX MIN. 3 GAL., 24"HT.x10"SPR. Viburnum suspens,.w FULL FOLIAGE, 2' O.C. DV 104 AFRICAN IRIS MIN. 1 GAL., MIN 4 PPP ANN 70 ANNUALS MIN. 4" POTS, FULL,, FLOWERING Dieter vegeta MIN. 18"IIT. x 12"SPR. IMPATIENS (FALL/WINTER) WHEN INSTALLED, 12" O.C. 18"O.C. Impatiens walleriare MARIGOLDS (YELLOW) FP 4 CREEPING FIG 1 GAL., MIN.4 PPP, Tagetee split Ficus pumila MIN. 12" RUNNERS SOD ST. AUGUSTINE "FLORATAM" SOD ONLY, LAID TIGHT, ICD 5 DURFORDII HOLLY MIN. 5'1{T x 3-4'SPR., FULL Stenotaphrum secundatum STAGGERED PANELS Ilex cornuta ROUNDED FOLIAGE TO BASE, PRUNE "Floratam" "Burfordii" TO MAINTAIN ROUNDED FORM IVD 150 DWARF YAUPON HOLLY MIN. 3 GAL., l5"IIT.xlS"SPA- Ilex vomitories FULL EVEN FOLIAGE, TRIM INTO "Shelling"" BALLS, 24" O.C. I Dever cut terminal Leader. gote: Thin branches l .foliage as directed ^y 'andscape Architect.. 6 strand galv.wire en- cased ir'.i:'4" round rubber hose. Locate above first lateral branch. 4" Galy. turnbuckle with 6 s^,fa^d qa'.v, guy wire. i3 quys per tree.' 3" Shredded Mulch 3" tree well ',earth. berm!. Remove burlap from top of luothall. 2"x2"x30" hardwood stake Approved Soil mix I sf:f, 51,,.'( a ) Note: remove existing vegetation at direc- tion of Landscape Architect. See Plant Schedule for plant type, size and spacing. 3" of Shredded Mulch placed between plants. above existing soil level. C,(tttn,h T;II app-oved SO" 'n x t� d mn. Irtu rn ribpin of n W •'a S ,l Snl eV i. I e Existing soil. NOTES: i. All liropnsecl ma Lerial shall be Fioridn No.i or b0t.ter. 2. All. truss to be planted with tetra sorb or approved equal in throe moire Bandy blank. Cornpo:.ed of synt.hetir acrylanrlde copolymer, potassium, aerylate. Pal'Li,:lc :;i zo of 1.0 Inm to 3.0 non and absorption rate.' of thrr"e baud rrr rl Limas its weight in water, apply dry. 3. A 100% automatic: irrigation system to be Prnviderl. •1. All Me Ial enra. BrazIIlan Pepper, Aus Li al tan Pi no, and I:nrleaf Acacia to be eradicated and remover) from site. 5. No substito Llons will be Ircc {pte(l without prior written approval and ar:roptance by the Landscape Architect. 6. Materials to he hand-selectr_ci at the discretion of tho Landscape Arrhitoo.L. 7. All work shall proceed in a professional manner rn accordance with standard nursery and lnstallation Practice. 8. Quantities on plant list are for convenience only. Landscape contractor- is responsible for all plants shown oil planting plans. When discrepancies occur between plant list and planting plans, the plans are to override the plant list in all rases. b. Contras Lor is responsible for Incatinp tell underground utilities prior to digging. to. Ground cover and shruhs to be laid nut in a consistent manner as specifier) in details. I1. All trees and pBlnls to be, staked and guyed as detailed. 12. No double or multi Lrink trees unless otherwise specifier). 13. Minimum 5.' clear trunk on all 12' trees. 14. Contractor is responsible for calculating final sod quantities and CLrtifying such to owner. 15. All planting bed to receive 2" deep shreddccl MoblewO mulch. 16. All trees and palms falling within grassed areas to have a 3'_ mulch ring_. L7. Landscape Arehitfict to be immediately notified 0` dry .*r discrepancies foyhd In field. / C �7 2�74 CCD C � f,rl M CL ...V) Q 4•0 U M (1) LL • V O to .L � U fO U H Q d Q w> M YM a M V) C E `C LL In `r'cn� Q M ccN E t9 a to to tD O r7 1 'r' v°l �* r: K xwe" A" Wi r� �rw4 at. o rs, 06 Law ' O C O f� V f .: its � y T .n L / V / x- U Cn m J ��ss alnalml • • W = cn a. r ID TCh r• O O Z d) cc O Z i" Q! 00 I � ACr(L I " XF WOOD P—POLE Quy �EXISTING HIZICRESi V,"7,WAL GARDENS CEVFTLH'Y) I PUMP STATION: 4) (Z) rsc-E£ /e5 5 H.P./ 4' WELL EC (SEE DETAIL) f Z 5 1-ce �c- 4 + �9 7v T 1�+' 4 # )+ r:WRY ry *f C, 97 Al <1 ry AI "! &4T9Y I 1 '� PUMP CONTROLS/ A/ To (SEE DETAIL) K PROPOSED BOIL DING (71, '947.46 SO. FT. r ENTRY y 3 49 arRY y A ENTRY Wool)— P--POLE TO Lo �4' WELL. POINT 4f t 7'-IF-16 A e-_-�1. - WOOL) J/ ��43 v 61 =,:r VAE...e- /Z P-Poi-c- (TO 5e REMOVE-0) At; ARM m am mms Raw Rom m ma mom m mw no *a w Am Im 100 som asm %Rf ask 008 w M MOR 000 1101 RON RON NOR ONS m g,, 'p* now foom wor m MR �VA 4F Woo[)_J/ CONC. woov ki WOOo-j- CONC� P-POLE P--Pme P-POLE P-POLE: P-POLE (To m lzpmove W P- (TO BE -------------------- -------------------------------------------------------------------------- ----- — - --------- ------------------------------------------------------ — — — — — — — — — — — — — — — — — — --- A �1 0 CONC. --WOOD 0 e?o 40 60 P-P E P-POLE SCALE I it =20F I , " " I " I 1,-OL I ------ ---- - r ---------------- - ----------------------- l/ A Y, /Vo. I S TA 7L ROA Z) NO. 5 ------------------------------------------------------ ------------------------------------------------------------- ----------------- ------- -------- -- - - ------- -------- ------- -------------- CN 0) Ln C) cn 00 0 "t ul CL LL- )*K' o -c 0 0 !E a u 0 CN N to 0 IL- CL a) Lo < m Ln E< I Q) DE u: 0- a L-c) — 00 o g�,� 0 Ll- CL c a Lo Ln 0 Rr� - 4" POP UP SPRAY 6" OR 12" POP UP <.t"RAY INSTALL HEADS ON RAINBIRD SWING PIPE X APPROX. 18" LONG WITH 112" OR 3/4" SWING FITTING BARBED ELS. 2l 3/4" POP UP ROTOR 10" rectangular valve br,o, Ametek or Carson. 1" — Fnrsh erode. dofmff� Epoxy sore Correctors !. UL-1f Cwtrol Tres e eaati r ou Exponsnn cods PVC Female Adaptor) and Sch. 80 nipple PK lateral - Agle to Spec,fed Beth girth $' E1Das. _ Rainbird PEB series 1 24 VAC valve 11" or 2" as note Sch. 8O PVC cut off nipple K Ibn Lm W Flom SHRUB SPRAY OR BUBBLER SPRINKLER HEADS 4o av QQ7/�A V' ZONE' VALVE' ALI CONTROLS 20 B ,.C'C ilt=i AT A.C.F.krl MOTOR C NTh 'jLi z1,RIER r+IN J(;7T_. , "AINI CL-K, ttolTh LIGHTNING/ r„LTAGE INS ALI_ POLE OR 10 PROTECTION MATCH TO McTOR ET.FC''P,C :i GI ,FF VAl_ E 1y„ Pc,c FEG1;_ATI ;G CALF t � ('— jJ'j 1' PRESS.— RELIEF s y �� : '':pL t ''»IRLV., IN C,\, ,i UNION ,�\ ' TO ".AIN. 2" CHECK •"* _ — .. ... , . i c VALVE —�• I ..\ GA_ FF iL)BA rLOW 2" GAL 4 x 2 WELL SECURE iPlhl-E i:LE T(' 5 h.P. =UBME IBLr_ Pl'-. OULD� s70EG. ' E- PL1NP AT DEPTH IC SC"R1 SLPPLY (60' MIN.1 EI' 1'C PR lI _ Ph E 1 E t F flA r• ' il� r n BSI PUMP STATION / WELL. / CONTROLS I Fit �. ;R 26, 160 PSI ,cue iEw t /2" - SDR 13.5, 315 PSI: 3/4" and 1' - 0 PSI: ik " and greater,- SDR 26, 160 PSI. eves: SCH. 40 PVC .Fittings: SCH. 40 PVC Fabrication: Square cut, clean and prime all joints. Use Blue or grey PVC cement. Fully engage all joints. All fabrication shall be to manufacturers specs. Allow all main lines to cure for 24 hours before pressuring. All pipe, fittings, and solvents to conform to latest ASTM specs.. 2. DEPTH OF LINES: Main Line and wiring = 18" deep, min.. Sleeving under pavement - 24" deep, min.. Zone lines 2" and larger - 15��deep, min.. Zone lines 1'" and smaller = 10" deep, min.. 3. CONTROL WIRES: .AWG 1.4 for all hot wires and AWG 12 for common. Solid copper type OF UL listed for direct burial. Run wires under main and taped every 20 feet. Run .spares as indicated on plans, two (2) minimum. Splice wires only in a valve box. All splices shall be moisture proof using Snap tite or DBY UL connectors. Common shall be white, hot wires shall be red, spares shall be black. 4. Backfill all trenches free of debris, compact to original density, flush all lines, use screens in all heads, adjust heads for proper coverage avoiding excess water on walls, walks, paving, etc.. 5. All details are graphically shown only. All quantities shall be verified by contractor prior to installation. It shall be the contractors re- sponsibility to assure complete overlapping coverage.. Any discrepancies shall be reported to the owner and landscape architect before proceeding. Codes and local regulations shall take presidence,over these plans, it is the contractors responsibility to comply. The landscape architect re- serves the right to make minor field chadgeg, the contractor may field adjust spray nozzle selection to provide proper coverage. 6. Provide owner with an accurate "AS INSTALLED" plan at completion showing main lines, wiring, valves, crosssings, etc. using dimensions from fixed datums. 7. Contractor shall, verify all underground utilities prior to commencement of work. SYMBOLS slat MAIN LANE: 2'41" CLASS 160 PVC W/ VALVE WIKINt, ....E ®, �...... MAIN LINE: 2" CLASS 160 PVC W/ VALVE WIRING SLEEVES: SCH. 40 PVC AS NOTED LATERAL LINES: SDR PVC AS NOTED l=1 PUMP STATION/ WELL PER DETAIL. iiw Lc7 PUMP CONTROLS/ CONTROLLERS PER 1 TALL. ZONE VALVES: lt�" W/ 10" VALVE BOX PER DETAIL `— sTA.# G.P.M. 1 MODEL HUNTER #PGP-ADV-07 " #PGP ADV-08 " #PGP-360-10 "41(LOW ANGLE) #PGP-ADV-OGLA t' "11it " #PGP-360-09LA 4" POP UP SPRAY u n rr n n rr n n n u n n n n n n n rr n rr n n n n n rr rr n n n n rr HUNTER #PX-04-NOZZLE BELOW If it -1.5'H. to Of -I5'T of it -15'Q itIt-4'SST It -VEST it n -12' F of n -12'H It " -12'T it -12'Q 4" POP UP BUBBLERS HUNTER #PX-04-NOZZLE BELOW u it to n of if -BF-2 " - �•- it to it it to n -BS-6A n it n if it " -BS-2A (-' ADJUST FLOOD BUBBLERS FOR APPROX. 1 G.P.M.) 6" POP UP SPRAYS HUNTER #PX-06-NOZZLE BELOW of it if to it 11-10'FLA n to it -.....'r of it -IO' HLA n n It It of It -10'T (ADJ) of of It it It It -10'Q 12" POP UP SPRAYS HUNTER #PX-12-NOZZLE BELOW of rr it of If " -12'H Q n It to to tr if -12'T (ADJ) © of It if to it of -12'Q it to of n 't of -10'QLA SHRUB RISER SPRAY HUNTER #PX-00-NOZZLE BELOW CeJ If If of n it -12'F It it it of n -12' H © n to to of n -12'Q QUA C�4 I 0) in 32 (V 7 4 i O -tot EA 00 cfl 30 (D M �. 22 p p .D 0 O N CL tD X rn t ° +(D- 0 U t p U N d!9 U i 0 (D N to Q a m In (D i CL 7a L_O_ 0 0 ao U U L�—d W 0 £3 C: <n h � O J In LU ,V) �1 27 25 NOTES: USE SCRELPIS 1N ALL HEADS.... RAINBIRD #R50 OR TORO 5700 SERIES ROTORS AND RA1NbIRD A1600 OR TORO 570Z SERIES SPRAYS MAY BE SUBSTITUTED. DO' NOf MIX PRODUCT WITHIN A CATEGORY. r� co elf, N l `v Notb V) o 0 -4 co � 0 U a, U N � 0 co ' tw I I I Z U 0 aZ• 0 0' GD N ,a U U U (U S-f �nr�QwQa.wv� 1'-4- COLLARDS C (TYP) 5 C. -ALA--& 4Ru 25 PROVIDED I INb, AL. BY Lr -, I] L r % -4 --------- -- I I STORAGE rj� --- I Q>C� 1. I' THK. v Q L LINE 0 %TR Oill-) CONC SLAB _i I� I CONC 8'-3 1/2' 0 uj zo -CONC MUST BE LEVEL SEE LANDSCAPE PLAN-- 4 1/8' AT COOLER DOOR 0 cu CU Fn < I L ----------- IL F- LU O U.1 5" CONC. SLAB (L llu 3000 PSI IT- tdn 24'-1 3/8' 5/8, ORGAN CU z10 r - - - - - - - - - - - - - - - - - - - - - (N.I.C. -7- 4"' W&*- - - - - - - - - - GLASS BLK. 121, PREP.ROOM I FEIt2 JANITOR m Sir 2 0 LU (D I I pt� 3 r% 4 CONC. SIDEWALK FLORAL SINK I F- FLUSH W/ ASPHALT TRANST rl I L G.C.0 LINE CONC Uj (L d) U :2 A" < #A REF Lo (NIC) )L LOUNGE r-� " '-4 z C-cr -8. . 10 5/8 2'-0* A C-01 s 71 __Aq 12' 3" GU Y Li 4 1/ L 1 4-- 1 5/8- 5/8" 1 I Mliw .7, - I �')�NilI 36 REF.(N.I.C.) Q3) El LOUVERED ..'. ,♦ll� CG WALL CHAPEL ;D ,—) FE#2 CG 3' x 41 SLOPE 1 '31 ; I D 2 128) LOUNGE s2 FOLDING W/ TOILET s2 ;D WINE, 132 + 2HCCG A�3 SOUND LOCK A5.2 STAIR ABOVE 130 _�G_ --- ir ------- t ------ Cl -1 1 92 111, — — — — — — i k z IL T-0 1 20'-0' Lq I I, I I I _ \ . I r�51 - 1 L--------- 5'-2" .0 3/8' 10 3/1 11/81 LOUNGE x ARRANGEMENT x2 ALTERNATEI�v —11" CONC.SIDEWALK L ---- In ------ i 1 11 W/ TURN DOWN EDGE 61 L CONTAINER T.S. T.S� IkDpI MR 3 is nw, I Fr ---- i 7�D-T-(T ?GEIL 22 no ------i ,- I in A) uj 1,, 1771 CHAPEL J NIC) ------- I L ----------- i ...... Go) Z. N bc f ---------- I --------- A2.4 GARDEN I L --------- j 45' 5 �S:-zZ A ---------- --------- 1 1 COVERED DRIVE T.S. I � ;t � r., (ASPHALT) OPEN L --------- j -------- T.5 19 A4.5 -CONC. SLAB ABOVE 1, 1 1 o ---------- --------- Tl P I Typ 3'-0' 13' L -4' 'U !D516 ARRANGEMENT 41 GDtlA L --SLOPF ----- =, L ED - — — — — — — — — - — — — w HALL :4 j n Lf 196, TP 9 CONC. SIDEWALK UhELL uU FEW FLUSH UYASPHALT t A LINE OF HVAC (D BIX8"Xl" < 2 1 ±jALL III 0 (A5.5 L3 6 C138D AREA ABOVE GLASS BILK CONC. CURB SLOPE A1.5 CHAPEL VESTIBULE A5 . 2 ALIGN LOUNGE III 2 A jj-�� , . -. __I I N A LAI 0 (D � LA> 2 ;o — — — — — — — — - — — — - WORKROOM LI SIM 7L 101 LOBBY ChIl U, 4 uj 51-11 1, 5'-5' 5'-5* 1.5,-; 1/1' 1 3/ ;-\_RECEPT 1�fi CIO �D SI 2'X2' OFFICE 91 =To ACCESS MEN i 2 1 I p it IOl PAUL ^-) J O— -- ui I m O PANEL 1 0 I L 0 5/8" WOMEN le-d. 91-0. CD f CONC. 4 FFICE 92 9 3/8' SLAB SIR 20 2X,q WOOD RAILING 9 12' A.F.F. M. "lpe» n m lr5l _lm 91 3 2 WALLSHR 4`C :A2 3 [L ZD _r --- --- — — — — — — — — — — — -------- Ql A— — — — — — — — -- — — — — — - cl jg n. 0� NO E F. EXT. III -SEE DETAILAND 8/Al FN AND N F. 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S_ , • .... .. n,.8 d a r ,;, aw e. i s N a. .. 71 r Y�f i v , ra " wf rye +'4 xQ W M � w.,z ^ P 5 k � i 4 ypl 1 � wvv hwir 4 1 J 1. RL Fv ' A 8 + V'X C p1W �q, i"fiq f l.^ Hit jif aY + I I 0— 4 All" l h3 �dR IN Cam,% 4 OR tf�r•�IS 2 iry� v Aw ri 3 M 1 Wyy NOW 7 7 y % rry IN MIX ¢ £'AC< r k � �s^'44^� -4h�v€ "t '� .w^��'�+ � x r �xdya Y ,, n �n RYA" �,}�a p. a { 41m'� .. " v�a:�'mf �a m 0;�.'o'I-all - G G oFToILET#2 2- i -0 Z FIHIf ti-r��c,-ulz,eo>J �Mu _ a , T , HEAX/Y TEXTUFl>E SCALE: 1/2" 1'-0" � I� 2/A2.3 FORS AYJYJITIOI�AL_ t-bT�S "FI2JY'I DETAIL LE: Full Scale DETAIL ALE: Full Scale STU{ Z_o ,f74-I c'�4-I u E,&-A1fw) Fi"ISHTEXTUI2,E ON GMU , SCALE: 1/2" = 1'-0" cEe Ie4C./AZ.S FoRAk�AOITIO"--J- "CT �eA 3 -3 II I I I /le " _ -. �-oj'/PIS'(•-GvLuP-11-I r'I�Yau <�I-uv�s I I - � �415�G�a e+-I I..I�-� • O" _ 2 _q 3gJl Ey.I- GiRAI7lij'I i' WD.!SAND FIN15ii, (A o� n I I f�1-1- G6 M I� c ' Co II I ul T 2� I � LJ I o ' ? EvHF E' i"7 PE- :SZ7 ' III I 1 I (Dom ? o'15 . � G•oP �o'I �••> , v !o I I CGoLUMNSTa L-,E "-,L-VFS in , FCC-c�lolcu.T>✓ sTR��LI-l1R,Al., G401..UMtiIS. SF�E S-2Z �. I � I FR, 6-CP�f GOI-IG. GAP CSLOPFJO � �-) I 1 VY2i1L.LI-� Ir)GrgE-- CTYF'•) tit pLty-PrE.P� �tJvZ-o ( I I to"VJI bE x I S" tyJE:EP C.o�. G�IR-,p +iE/��C TEXTt1RE i y I& q I V�/ 2 # S Tcl..8. v�/ak• 3 1-I Es -o"O.G. I t coWMtJ CSEE ST1z1�T e�W« < I I I SLOPE >...o, SECTION °TGO I REY� bRIVE SCALE: 1/2" = 1'-0" SEE I fj 2L �,A Z.3 FoR, A1OJITIOI� i SECTION TG �Lv���uL>= �r�• SCALE: 112" SEE I /A2.3 F,�R A}�blTlot--IaJ-_ t`IoT� A } f".. t� " I r✓� z. "�'J ILL-z-Ca'�i i-oR- 1IZJ�i<i sl k P �r t ��l y q• LPtH , PpP�fi w,RRIER, ���„ �<< 3� J% ON 3�'ye, Mil_.6TIJt�S "1RUGTURIsC.. OP/F'P-E-G47 �oLIJMhI ` s ",I 3j4.j1 �,-C�GGo oN t RiCa1D FOPM �A(iD I nI g_< GOH1-F-Ii Gol-rUMt�S � —� �U• O%g'I II I. -SOP/6ot-IGP-E1E (exf�lorz) 6' J e ' fScr 4-" SCALE: 1/2" = 1'-0" SEE I ': P, FoP /4,10Lor 7`(f? 401-4 *�/9O n IMP r owN I HLj*,jW,,2" �1H I-zr- 8 l 21-Co°�itUv r� �ioFFIt65ANDFINISH) f z� � I TYP P�o-I- / L•IF-�-j-�L- '' ' U,1a ca ifs Nrr L. JRRI+-��t-�aHNELS@ ' EE ELE�IPTio115 Ut-I� C. I I I h3 I I ua T-H col �.s c� l ! 5f'�' a*I 8n Gr-IuCHFt�vYrexTur�E) C U! M ITE TREfq•Et) I �MPf T b FILL V/ S'IGMU W(EKPAHP)F>F3LE Fc,A 1 1 1pX to/Io WWMSF-fEETS �''�i: ice, I T C, _3 . I �P�-1�-i�l-T I M �'RiEC�. BCC. � — fit` -�-o st p-u�u �-o•I- i �. T. i LAk -ifl S E C T I 0 Nd�- TYPIL�L W I NI^J ,� SCALE: 1/2" = 1'-0" „I�rnN O �3 � N N j v Co Co ' O o�-c E .i� cts Q 41 ��QQ) C3 C T V1 o N N m all U- Q- tt'> rn r N co W V c> Z y— �t W H � �o UJI Q J LA. L O (ice �W - i w I CAc� CE oF0 Pr_- .TJ2/&TI OW LL V-�X I� 6 40 euo c�.s �i.l w/ dFtOiT l-"IODP 1"p-J55g5 SCALE: 1/2" = 1'-(1" 1'70 /h-�Jcco'�oFpl-� i 2.3 GD�F�R-F�J l7R-ICE 1a — --- - OL--CPtlsiai ��P`P-I r-:Iq " �i'-• 17'-4° - 3.2 a 1 PO(1- Dur� PErt�.fi�<•tlorl LNO-r. / LI I•MCEL �- , I (p•6PER to +-•iE'Lli. DI^1G5.) -- -- — -- ---- *aP/GMJ T'/�II sYb- E.M�, ED CEILI��• -foP/ P�pt✓1 L-i l' 4- q - 4 STTUPbI- EIS a' an SE SCAI G�+?iP•L- h j�l�-L1�i�i P�F�1ZIt1Ca -- ��. 17 q ALUM. 61U-rfF_ i (l-1NiT )-` VA hf lKf_w ifI- 1=ERRuLE Ca 3'_ o I' 0. G• �r�p.x . orl MoDI FI Ep FG�iGi p pa WII t-I�Pout I I 71 12 4 1- I lnwEr� - sF.-E H�/taL DMC�s G GJ GJ o rt �j �•r'I L]� I - I I " F•IXEb V�II-Ik7Cl�l � � .. -M LI . f�T GOI-Yi. SILL - ��12Y EF-1 SCALE: 1/2" - v 3S�2i1 (zs (III) t4-TL, ga7pm %211&;-(P. ? -----� 4r�Y PP fw - - F-L- mil'- 91 G,•HA I'�L 17�u ,9 b G v PIPE SEE U V I L 1=oR R oLM rl -I a SCALE. 1 1/2" = 1 °-0— \\ 12 TYP ¢ �/ V-7` Sc E.A.TT 106L1LATl6)0 7-.(f At-L- GEILJW-.S 1—ir J sYsTeM IJM,;r-I wM�• 4 Ha-p�L m *-3 SCAI F: 1/2" SEE 1 912/P 2.3P� fI�iTIOF t 10TEb I - - I 17 411 Y Films � Q7 � 4'I �E `_TP,LL--T FCC cal.-l_1M+J Lcr�.Tlal-� S APE s� Li�S q 21,.8 11 I r S/�' <i'tJGGO (HEA�h' TEKTu �,e) I J[A {I I ZLL AL LL �0 U)a W W cc In VO J W X �r Tr�rnN s C N co N N O � co rn rn CO co e co co �o d rL a- .� ti CD wEi CJ cc O w t � N v L Q r ►,L T N W U) z O U D H U z U W a O7j Y - L' cz c m I� I uNY 'k3n1 � L i3 ell ir 12 �.1`.r4 r� ,ti„ �.. A.:. r :`R i�","s �*�d¢� d"'T �4Y' 4A �✓r z �, is y k �.cx. 4�r,r y, y,P:•�'w. � �� � • • y'.,.. E I N i�I ..A�.':. r } i^ >'a A� h 1 � r�l { '�„ a,vue1�§�li� n x r� TY r'S�1y�,f,1 f� y vlh,+E I�R `,�7 �a� lo- M,� t� h9B' k� Fri y� �E T �'sY" • r • i i [ Yp spn., s,. ,'.�5 4; S ':[ 4.i>+r�y `.. l£' k§�'H (ai ": F>� 5 � INdI"{irt�T:.4�}dJ"�d, �s'+r�'"l:;*x a•.. p 4',. l h�d9'm�fli�&b.���,r:�r Ax •I .ri' c", �mn '"`r+,. x a�' r - ii�" r i,rrb Pw'�-�''a•'k"t "a' A ha1�1' ."'.`a y�',� rK^ ,I�+�`� Lx ;I��, � _e.,{"9S.*13 � ^a r r r rc; c I ti1{r? t y • �' �" T'{'x rTi. • i i� r T • • r n5 S • a • lie I j 4.. �d qp x i p 9 1 Ma TMEtt r { '.Wut „•.,gyp,. .�w.��;. ,.... ,. § '�� S S. N r`: s�v�T-+;p n+ r �;, .v t I a x a aka a 1 °I tP dtSv n i,a s•"Y,fu �,r1M,q,+N �} [9d.,5�Y iln 4'r „4:y;Mrc Y C 'f+s 9 AI 1 ih #�t ,M1 k.3 U y,? to Y 3a 4 f fi'�R 7 n fi r�.i li'Y 'f' 9 ia4 2 t r S r P x 4 to w *^ t I i P f .. 1 ,. RIDGE VENT , :S s It it L 3 A? $.'. rA 4� s tir a ,r i 4 myyr rr�.�� a r 3+"y t"1%y,r Peit'i 4, y, n}� a / v f8 ,�, a d g" "A, rSRsr l' a .N ^>T s 4` "C�_ � it `d `V.•. 7 r"`;r l a FIELD CLIP NAILED INTO BACK OF BATTEN SAVE CQP NAIILE BEHIND FASCIA SOLID DECK X Metal or d frn r-IIr' i rubberclosur. I r Note 1: Tiles should not be Installed too tl fitly at the Note 2 When repl cernent of broken tiles is side Interlock. A minimum of 'fin" gap necessary on a roof which requires tiles to should be allowed. Independent be fastened, the replacement should be movement of flies Is necessary. Thts Is secured by using good quality construction especially true when roof tiles are ciipp$d adhesive. and/or nailed. i t, TILE FASTENING LbiO ?9�%"^�• — taeaea-r+ h-fJGGv t'""�s� -A rAL� or (ir 1U or- rtY rra `hHv-P,r NU rG ammillisitillilli Gt Valley ? ' Piasllc cement and n I," , covering all nailpenerutlOnS N x NOTE: Those pieces f ��^ „^ �W= r NOTEEliminate plastic cement l of fife lot) small when using o small to nail In the hip n hot mop system and/or valley areas should be set in ? °ytsfi Asa yy approved construction adhesive/mastic �w ✓1 ,1 �� y� ;, and/or wired g/ TM � P N, \. e� / r SNbS{IIUIr, "` A rr/` valley metal In the sealed or q si m rli„r .NOTE: 1, When using rollvalley for 30/90 hot fJo Halls are to mop system ,a��;t), r)en-trnte the sandwiched between No. 30 felt and mineral surface roll rooting. Insure weave pattern of mineral surfaced roll j •,roofing. When using , eformed valley metal, trim top I fell 9° Hall f 241 t penetrati se with x )plasticc ' and rar /r v skigtlsopttrI r 1MONIER field the 2ya NOTE: AA"x12", 21/2Ib. o t lead soaker to be no In the hip Installed at gable end an for voile areas ' `� G ' y )unction. Lead to be sh uld be set in 4" i y �3 dressed to cover ap roved" junction under apex co structior_ r �;'� }} �I: the to ensure ad esivelrrxrsli` y r'r f� p ;'� �+ "T watertightness* an /or wlrr'r i A-, I trier y`.v�,'I�n tl�Inlile 1 ..{ ,rr.; {� '�''J �`: DETAIL(, Mortar, Add Lead soaker . coloring to match MONIER Tile color when matching MON IER field tile- a z ✓ color is desired. / hkgxc rj Underiayment Carried over ridg p elhl arerl to ensure miry Ile uscdl watertightness '•t.E, l—�c,...�' '\�`�1.zlU 'i.e�:..1'.u..�'a.n:%'..`'lya +'� �`t NOT ease note that weatherproofing can be accomplished utilizing any Weep holes othr a cepted trade practice, with the approval of the building official of apex DETAIL A TOP VIEW DETAIL B FRONT VIEW DETAIL C SIDE VIEW VRidge tile, Mortar I vi (Barrel ridge may be used) Mortar Lr finish ro a `'Y top e' yr, ,a � Mortar finish �� �12r� �� Batten rr ! r I'f' ir+ r.y Underlayment n v r;r ` x' t carried over '/a" Weep hole through mortar �_ apex of roof In every water course* Tiles at he ridge and h �i be �p roximaiely 2" opal I RIDGE AND HIP WITH MORTAR ALL ROOF PENETRATIONS ARE TO BE PAINTED TO MATCH ROOF TILES 00 EP 2 or single ply sealed underloyment Apply lead stack %� v6V ar � rr > t„ �� over pipe and securewith a T 'r a w • roofing nails. EP J ' MOP OR TWO PLY SEALED SYSTEM 30/90 NOT r r Ii )I aSi �i Mrur,lsnrr^ { FUlly adhere muteralsurfaced - �- ` i strl - bU asphalt ur plastic roof e° � r it STEP 4 TOP VIEW r 9 - Lead tulle. �s Cut tits Inside the e €!� close toslackonif Plumbing pipe ,I"" r"^^� •� rn r I - afterflln-,}rn stacl" t , r 41, 40 �'�'� �,��`,°� Ih •h71�r�rnenl } VENT JACKS W Z 0 �.N Q .D CL t-- U) 9S t CC Cl ..J 00 VU F9 r W. 0 o rn rn N Kn N N N co o �.Q) a�� E CL QL U O rZ W C0 Z 0 U t` N Z O r W a O O 6 L0 O z M WOOD P101OLD NG SCALE: N.T.S. IIIIIIIIIIIIII WM F30FILES ZZZ�rR-v 55 t3�AF 1t�� (IJ.o ra.) WALL TYPE (P I SCALE: 1 1/2"-1'-0" WM WM 4� Al_.L, f N10LrIhk-,c Tr PO I u I, # u - �(05 ^7- v/FIU-T Y ETE GN I N���IoF� 12AZF_D �Va3T. ID I � III /g fi rT 2 II I ���2 I. I 12 I ALL TYPE Gil = 2 HF, �-t- UCALE:1 1/2"-1'-0" WM F �. -V;I� PI 2 Houfz- PIFLr-- F-rj•�D ayh�MPl-`T U L'fi U 403 I, I i I --- WALL TYPE @ MCI-, 'Via, WM Z WALL T Y-PE A AI 4 i/�pA �1 -G SCALE-1 girl wy. I.O✓>�Y 101 I'7�p, a -I ♦ala I-NR PIS P-�'iFa a�i>i�•�16�Y %21 u�sf:U-42h WALL TYPE SCALE:1 1 /2"-1 I-0" I PF Im �-"—tF-Ljl;7 6�Afzl �Cq 1 c�oti') DESCRIPTION 8" CMU (8"'X 8" X 16") 3/4" Stucco Expandable Foam Insulation 5/8" Gypsum Wall Board 7/8" Metal Furring @ 16" O.C. Concrete Slab 3-5/8" Metal Studs Base as specified. Refer to Schedule. 9 Blanket Insulation (R-11) 10 5/8" Fire Code Type "C" 11 Bottom of Roof Deck 12 Flooring as specified. Refer to Schedule. 13 Bottom Chord of Truss. 14 Fire Safing/Seal 15 1/2" Gypsum Wall Board 16 5/8" Moisture Resistant Gypsum Wall Board 17 5/8" Moisture Resistant Fire Code Type "C" 18 Fire Blocking 19 R-5 Foil Insulation 20 1/2" Moisture Resistant Gypsum Wall Board 21 Blanket Insulation (R-30) 22 Hardwood Cap 23 Metal J-Molding 24 Blanket Insulation (R-19) 25 6" Metal Studs 26 Ceramic Tile GENERAL NOTES 1. Provide firestops at all intersections of walls and ceiling liO '7/81' I�If;1ot,%,�fLF�l�C7 m Imo" o.�. -lo GF'lU iIzE�F� fo Iz*'I•�'If hLN�R). 9; e { / / Plot F15wr ;75�G k W 14 I I U 10 2Co ao{� -7IDE 17 flora) -j"dl��'� hl(7E �tll•Y I �dt.J. Y�A�-IFICa h��ll4� yl r,��ll hi U.L �t- LJ - 4"�ci IQ �. U1, U z— I I :�OVP ? Ls I f PL . v�LL t _ <A1_L (SEE21 vALE, l2 1 0 -h< �g<y w=.< a «w <yy w='_m wt2� ol;2P. n rn N N N N ��rnrn a �QNN a Co 00 Cl- c4 4 Rid N it o CIL:� o u�� N Q L0 N W z 0 U Iz I- Cn z w IL CO) W C> U W H LLA MR C 3Z m _1 Od- U o Q rn 'U(1 a �e � Z A a, 1p- KIN - 102 RECEPTION 103 CLOSET -- 104 OFFICE Al--- 4 105 OFFICE 42 GYP. BD. PAIN' 106 WORKROOM - _ � i• .*. PAINT GYP. BD. PAINT ,.. 101 VAULT VCT PAINT CMU PAINT CMU PAINT CMU PAINT 108 LOUNGE al VCT . QiM. BD. PAINT GYP. BD, PAINT GYP. BD. PAINT GYP 'D. PAINT ACT 41 109 HALL al CARPET CHAIR RAIL / CROWN / GYP. BD. - .. ` 4 p. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP "DACT al /. PAINT GYP.BD. FURR DOWN W/ CROWN 110 HALL 42 CARPET WOOD GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP. 13D. PAINT ACT 41 / '/�'-8' CHAIR RAIL / CROWN / GYP. BD. GYP.BD. FURR DOWN W/ CROWN III STORAGE al VCT VINYL GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT ACT a2 9'-0' 112 STATEROOM al CARPET WOOD GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT ACT al 8'-8'/9'-e' CHAIR RAIL / CROWN / GYP. BD. FURR DOWN W/ CROWN 113 STATEROOM 42 CARPET WOOD GYP. BD. PAINT GYP. BD. PAINT GYP. BD, PAINT GYP. BD. PAINT ACT al 8'-8'/9'-8' CHAIR RAIL / CROWN / GYP. BD. FURR DOWN W/ CROWN 114 HALL 43 CARPET VINYL GYP. BD. PAINT GYP. BD. PAINT ----- ----- GYP. BD. PAINT ACT 42 9'-0. 115 MANAGER CARPET WOOD GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT ACT 21 9'-0. CHAIR RAIL 114 ARRANGEMENT al CARPET WOOD GYP° BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT ACT al 9'-0' CHAIR RAIL Ill ARRANGEMENT 42 CARPET WOOD GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP. 13D, PAINT ACT al 9'-0' CHAIR RAIL IIS HALL a4 CARPET WOOD GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP. ' _ PAINT GYP. BD. 8'-8'/9'-8' CHAIR RAIL / CROWN / GYP. BO. FURR DOWN W/ CROWN pq ALTERNATE CONTAINER CARPET WOOD GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP ii , PAINT ACT 11 9'-0. CROWN 120 HALL.a5 CARPET VINYL GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP PAINT ACT 22 9'-0' SEE PLAN FOR CORNER GUARD LOCATIONS 121 GARAGE SEALED CONC, ----- GYP. BD. PAINT GYP. BD./CMU PAINT CMU PAINT GYP. BD. PAINT GYP. BD. 10'-1 3/8' SEE PLAN FOR SAFETY STRIPE - 122 DRESSING SHEET VINYL VINYL GYP. BD. PAINT/VWC GYP. BD. PAINT/VWC GYP. BD. PAINT/VWC GYP. BD. PAINT/VWC ACT 43 9'-0' BALCO WALL BUMPEI Mkj:Ih4-MJ4 e�Y 123 COOLER MANUF. MANUF. MANUF. MANUF. MANUF. MANUF. MANUF. MANUF. MANUF MANUF. ---- ____ FURNI5H BY OWNER/ INSTALLED BY G.C. s 121 ELECTRICAL ROOM SEALED CONC. ---- GYP. BD. PAINT GYP. BD. PAINT CMU PAINT GYP. D. PAINT GYP. BD. 10'-1 3/6' d r 125 STORAGE 42 SHEET VINYL VINYL GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT ACT a3 9'-0' 126 PREP. ROOM SHEET VINYL VINYL GYP. BD. FRP/P.L. GYP. BD. FRP GYP. BD FRP GYP. ED. FRP ACT 23 9'-0. BALCO WALL BUMPEF{/'HEt I"76G+4.EA{,.Rt1s 121 FLORAL ROOM STEP MASTER VINYL GYP. BD. PAINT GYP. BD, PAINT GYP. BD. PAINT GYP. ED. PAINT ACT 42 9'-0' 128 LOUNGE 42 VCT VINYL GYP. BD. PAINT GYP, BD. PAINT GYP. BD. PAINT GYP. ED. PAINT ACT a2 9'-0. 129 TOILET 41 VCT VINYL M.R. GYP. BD. VWC GYP. BD. VWC GYP. BD, VWC GYP. f D. VWC ACT a2 9'-0' 130 SOUNDLOCK CARPET VINYL GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP. E D. PAINT ACT 42 9'-0. 131. MU51C ROOM CARPET VINYL GYP. BD, PAINT GYP. BD. PAINT GYP. BD. PAINT GYP. t D. PAINT ACT 12 9'-0' 132 SELECTION ROOM CARPET WOOD GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP. D. PAINT ACT T (� -, 8' 8'/9'-8' CROWN/GYP. BD. LOW WALLS TO BE FURR DOWN W/ CROWN GYP. BD.WITH PAINT 133 CHAPEL CARPET WOOD GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP. f iD. PAINT GYP, BD. I81•�j�)q'••,)I CHAIR RAIL / CROWN /GYP. BD. I FURR DOWN W/ CROWN 134 FAMILY SEATING CARPET WOOD GYP. BD. PAINT LOUVER PAINT GYP. BD. PAINT GYP. D. PAINT ACT al / 8'-81/1`-8' CHAIR RAIL f- CROWN ./ GYP__B4O.._ WALL GYP.BD. FURR DOWN 135 TOILET 42 C.T. C.T. M.R. GYP. BD. C.T./VWC GYP. BD. CT,/VWC GYP. BD. C.T./VWC GYP. ED. C.T./VWC GYP. BD. 9'-0' C.T. WAINSCOT 13L LOUNGE a3 CARPET WOOD GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP. ED. PAINT GYP. BD. 9'-0' CHAIR RAIL/CROWN 131 CHAPEL VESTIBULE CARPET WOOD GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP. D. PAINT GYP. BD. 9'-8'/10' 8' CHAIR RAIL / CROWN /GYP. BD. „ FURR DOWN W/ CROWN 138 HALL a6 CARPET WOOD GYP. BD. PAINT GYP. BD. PAINT GYP. BD. PAINT GYP. ED. PAINT ACT al / 8'-8'/9'-8' CHAIR RAIL / CROWN / GYP. BD. GYP.BD. FURR DOWN W/ CROWN 139 WOMEN C.T. C.T. GYP. BD. C.T./VWC M.R. GYP. BD. C.T. GYP. BD. C.T./VWC GYP. BD, C.T./VWC GYP. BD. 9'-0' VALANCE FURR DOWN 140 MEN C.T. C.T. M.R. GYP. BD. C.T. GYP. BD. C.T./VWC GYP. BD. C.T./VWC GYP. D. C.T./VWC GYP. BD. 9'-0. VALANCE FURR DOWN t i v TAILS ,IB HRHD A -• ' a4.3 - 3/A4.4 T-I 2 B f ~+_ ` % A4.4 I 9/A4.4 ----- 3 C . I' R 5/A4.4 5/A4A ----- y B 3'-0' 1 I d vL PAINT 10/A4.4 10/A4.4 T-4 5 C 3'-0' 1'-0' 1 3,/� WOOD H.M. PAINT PAINT 5/A4.4 5/A4.4 ----- 6 C 3'-0' 1'-0' 3/4' WOOD H.M. PAINT PAINT 5/A4.9 5/A4.4 ----- HDW SET FIRE LBL RE "IARk I I 14 10 20 MIN -� 5 14 -- -- -. I 1 D 3'-0' 1'-0' 1 3/4' METAL H.M. PAINT PAINT 1/A4.4 1/A4.4 T 4 2 8 A PAIR 3'-0' 8'-0' 1 3/4' WOOD WOOD PAINT PAINT 14/A4.4 14/A4.4 T-I 2 9 B 3'-0. 1'-0' 1 3/4' WOOD WOOD PAINT PAINT 10/A4.4 10/A4.4 T-4 14 20 MIN. 0 , E B QQi U - 3'-C 8'-8'(`�j 1'-0' 1 3/4' WOOD WOOD PAINT PAINT 10/A4,4 10/A4A '-L- T-4 14 20 MIN. FINISH COLOR SELECTED BY INTERIOR DESIGNER C. B 3'-V 1'-0' 1 3/4' WOOD WOOD PAINT PAINT I CIA44 lc/A4.4 T-4 14 20 MIN. 13 A PAIR 3'-0' 8'-0' 1 3/1' WOOD WOOD PAINT PAINT 14/A4.4 14/A4.4 T-1 I - 14 C 3'-0' 1'-0' 1 3/4' WOOD H.M. PAINT PAINT (veA4.4/ (O/A4A T-4 10 20 MIN. 15 B PAIR 2'-V 1'-0' 1 3/4' WOOD WOOD PAINT PAINT 10/A4,4 10/A4.4 T-4 9 20 MIN, SOUND SEAL 16 B PAIR 2'-V 1'-0' 1 3/4' WOOD WOOD PAINT PAINT 10/A4A 10/A4.4 T-4 9 20 MIN. SOUND SEAL 1 B 3'-0' 1'-0' 1 3/4' WOOD WOOD PAINT PAINT 10/A4,4 10/A4A T-4 14 20 MIN. 18 B 3'-0' 1'-0' 1 3/1' WOOD WOODIi PAINT PAINT 10/A4,4 1O/A4.4 T-4 10 20 MIN, 19 B 3'-0' 1'-0' 1 3/1' WOOD WOOD', PAINT PAINT IO/A4.4 10/A4.4 T-4 14 20 MIN. 20 F3 3'-0' 1'-0' 1 3/4' WOOD WOOD PAINT PAINT 10/A4A 10/A4A T-4 14 20 MIN. 21 B 3'-0' 1'-0' 1 3/4, WOOD WOOD! PAINT PAINT 10/A4A 10/A4.4 T-4 14 20 MIN. _ 22 B 3'-0' 1'-0' 1 3/4' WOOD WOOD1.. PAINT PAINT 10/A4.4 10/A4.4 T-4 14 20 MIN. 23 B 3'-0' 1'-0' 1 3/1' WOOD WOOD PAINT PAINT 10/A4.4 10/A4A ----- 14 - ° 24 D 4'-0. 1'-0' 1 3/4' METAL H.M. PAINT PAINT 6/A4.4 6/A4.4 T-3 10 20 MIN. 25 D 3'-0' 1'-0. 13/4' METAL H.M. PAINT PAINT II/A4.4 1/A4.4 T-3 IS - 26 F IC-0' 1'-0' 1 3/4' STEEL STEEL PAINT PAINT ----- 16 ROLL -UP GARAGE DOOR 21 MANF. 4'-0' 1'-0. MANF. MANF.(, MANF. MANF. MANF. MANF. MANF. 16 COOLER DOOR 26 D 4'-0' 1'-0' 1 3/4, METAL H.M. PAINT PAINT 5/A4.4 5/A4.4 T-3 II - 29 D 4'-0' 1'-0' 1 3/4' METAL H.M. PAINT PAINT 5/A4,4 5/A4.4 ----- II - 30 D 3'-0' 1'-0. 1 3/4' METAL H.M. PAINT PAINT IVA4.4. 1/A4.4 T-3 IS VINYL ROUTED SIGN - ELECTRIC ROOM 31 D 3'-0' 1'-0. 1 3/4' METAL H.M. ' PAINT PAINT 5/A4.4 5/A4.4 ��, 10 20 MIN. _- 32 D 3'-0' 1'-0. 1 3/4' METAL H.M. '.., PAINT PAINT 11/A4.4 l/A4.4 T-3 3 - 33 C 3'-0' 1'-0. 1 3/4' WOOD H.M. PAINT PAINT UA4,4 UA4.4 T-4 10 20 MIN, 35 B PAIR 2'-6' 1'-0' 1 3/4' WOOD WOOD I PAINT PAINT 10/A4.4 10/A44 T-4 9 20 MIN. SOUND SEAL 35 C 3'-0' 1'-0. 1 3/4' WOOD H.M. PAINT PAINT 6/A4.4 4✓A4.4 T-4. 10 20 MIN. 36 C 3'-0' 1'-0' 1 3/1' WOOD H.M. PAINT PAINT L/A4,4 6/A4.4 T-4 13 20 MIN. VINYL ROUTED SIGN - TOILET (ADA) 31 C PAIR 2'-V 1'-0' 1 3/4' WOOD H.M. PAINT PAINT 6/A4.4 6/A4.4 T-4 9 20 MIN. 38 D 3'-0' 1'-0' 1 3/4' METAL H.M. PAINT PAINT IVA4.4 l/A4A T-3 3 - 39 D 3'-0' 1'-0. 13/4' METAL H.M. PAINT PAINT 12/A4.4 12/A4.4 T-4 13 B-LABEL 40 B PAIR 2'-0 8'-0. 1 3/4' WOOD WOOD PAINT PAINT 8/A4A 8/A4.4 T-4 6 B-LABEL 90 MIN 41 A PAIR 3'-0' 8'-0. 1 3/4' WOOD WOOD PAINT PAINT 4/A4,9 14/A4.4 T-2 I 92 B 3'-0' 1'-0. 1 3/4' WOOD WOOD PAINT PAINT 9/A4.4 9/A4.4 ----- 14 --- q3 B 3'-0' 1'-0' 1 3/4' WOOD WOOD PAINT PAINT 9/A4.4 9/A4.4 T-5 13 VINYL ROUTED SIGN - TOILET (ADA, yy A PAIR 3'-0' 8'-0. 1 3/4' WOOD WOOD PAINT PAINT 14/A4A 4/A4A T-I I 45 A PAIR 3'-0' 8'-0' 1 3/4' WOOD WOOD. PAINT PAINT 9/A4.4 9/A4.4 ,A, 8 96 A PAIR 3'-0' 8'-0' 1 3/4' WOOD WOOD PAINT PAINT 14/A44 14/A4.4 T-1 I - `- 91 B PAIR 3'-0' 8'-0. 1 3/4' WOOD WOOD PAINT PAINT 8/A4.4 B/A4.4 7-4 6 B-LABEL 98 B 3'-0' 1'-0' 1 3/4' WOOD WOOD PAINT PAINT IO/A4.4 10/A4.4 T-4 1 20 MIN. HANDICAP SIGNAGE (ADA) - q9 B 3'-0' 1'-0. 1 3/4, WOOD WOOD PAINT PAINT 10/A4A 1O/A9.9 T-9 1 20 MIN, HANDICAP SIGNAGE (ADA) 50 2/A5.6 4'-0' 6'-3' STEEL STEEL PAINT PAINT SEE I/A5.6 9 STEEL GATF IAl S 11 - kfkr 11 M i. i DOOR TYPES ENTRY DOORS ""'. WOOD PANEL S. C. WOOD H.M. ACCORDIAN GARAGE DOOR L k 2 K I O0CN 10 ,0, O N N N C7 ��PO, co 0��� co < N N a> = o 00 co c c Cc Cbi O LL t p 2UO O O F � G8 CK C, v co) W Cj V Z CC W t co) t J cc J ccLL Z LL U. O 0) N F- LU N _0 F- U D cc N Z 0 U r cc W a v C4 N us N Cl y � W J G tu C� H O O G O Z O _ N y 0) W a Ul u N C u 5 �F d c C � H 'o O Q Z t cs o yy HEAD r'T►�a��1 og "IKjno-D�l' — %¢ IST-L lfft o otiJ 1-ATL. 1, T,T E, t�F>F ER EXTER� c-rF2� PLYI�II�. �Ep7NINa, 3Ejg" 2� Cam,. M .S. �9D Ilo11O.G. I WINcJ UNIT i'21f�YI��oN �`�812oG-ra.. MTL.STL11�.nCd ICo�IO.G. e^TTT INSL LATIotiI Pam- I JAMB/ FIEAD SIMILAR (2-D- SCALE: 3" = 1 `-0" $s .I eKK 11I !MK.) G JAMB ? V,llocc%,4 u" IT I sI e-1 IrD. l' J A M 13 g ki 1, if�lo" J-1 IT IG' c-i 101 SPa;ALE: 3" = 1'4" 6a;F-oe" - 4-TES I. TH IS Cesr�IJ IS bq-I THE LrSE of ',rV�p,Vl41 WW�iS.a�LTEP-r!`^TE WINi�.I MFv-ll�Fi'�T41R,ES PRE PGLEPfPPiE. �JTIF PH Pt-TER.-1 7�. lS lb EE. L7�1� FRV�, PPPtz+�d"I- I`�JtRE1o. iT ISTHE GE-IE'PpL Cpf{rR,P•GT F,>P,Esf�.YdBI L-17Y 1"ois41IF,E rw LJF�,rJF2�'S G.rl. 1,61,IC11W sYsTE�-1 IS coM PATIt=li.E wlTi-I. �tJE IIJbICP7Eb 51'zJ=S � r.�ETa.I�Ii-ea. 2. CI-ZJ J Tc> EF-- C4-EzP . T>=�f EP EJ� I�-IIJEI=, 60..A�S Pr+JEL�v//61R,EY T1NTEb �-JIFF-P-FYJ IXJ'11=R+UL �S PPNEL. GT O PV @ ei In -I' SCALE: 3" = 1 -D„ NoT> SF, KDIMENTIONS T 10 N La-,) 1,41-4bOCV1 SI L L SCALE: 3" = 1'-0" �-' PEF'To /A4.3 GSM. hbTESc.I bIMFJ-ISIOI-E-� O DI GG M 2 a}-!oQ 2 W O GGM 20 100 27 G yJ1N�oNLY CI�EF>=R,ro A2.1 �R, LCX.�TIoNS SECTION(p,"11-41on.-4 SCALE: 3" = 1"0., ,Y21I GYI�. St1 oN 7/g HTL. PL1<�RING1 @ ICaIIO.G. F'i'g"STLY�-O cN pl'GMU To sTt�LJoT) —VIPT. BLKIG �g�T,Ll4`1TEL Jl I�il UNIT CRErEF�To F'l- r�LAI-I s-r�lc�-o y d 0IT g C F-EPEFI To TYPE) vp-LIC�H -r�r or- I✓PL Q ul D >> z tIL )° =N & 1 ELAsTGo IG.SLA- E�TO TE-6I-IGR E.TE -4F E,- e�.> 24�_AL-UM.�LL - Pis>y-+Ili r-�g sRJcc� ON 8°�-r'IU S ETf, I Oti JI+-ICJ SILL GI I lol SCALE: 3" = 114" sw 44 --- - --- - -� WM�2 4'-al 6.T: _� l� II -8 fir_ v>saT1>3LJL� �u�� I2,E>=EF-, Tb EXT�f�I e1 -L I`� FoRc � 11 I�i� Loop ilOt��i tsa w -j Z LL SL 7 U) LA i.0 Ex: U M T > N � N N 'I)Q Cc N Q% T T •L rococo 0 CL L2 I rn 0 i N I w w cj c� w 6 V)o J � � J wLL U. C _u _ WINDOW TYPES " G T � I (J SCALE: 3/8" SCALE: 1 1/z = 1'-0" WM2 SCALE: 1-1/2," Lai!y _ }moo ror,I OF%�GG i I q 2�5 �j %ail I S� ,h�j$n I �21 21,411 7 r'/Q7 II IMP Ir Gt Gip? pE HA RFW -412. P>-f "b'I-G-FoMP" I-iPRDWdUp Il:lr• W/'FTZ' - iH t.-i HEAD/JAMB SIMILAR SCALE: 3" rl W4I4- 8 Y4I L211 u �fi*ITRIM —1 Y41I f 1�4�1 ♦"-cV�- � l��l-l- 7`1��� SCALE: 3" - � sTL�tp ol-I 5ajP L _1 f=i . 71-411 i 15 II H.i-•I. %"-aE INI!JIcf'� ) c= H H- � II �'t��N 1^IINI%nV�i II JAM B C? Ilf� wlN��ll sl✓.Ei�c-�#I- 7Ri M (r'PdI-IT) I-ILAD/4JAMH SIMILTAL=? SCALE: 3" 4 _TkI -t`Tt� �A-I�L i I--IEAD/JAM 831MILA SCALE: 3" F<'RVIo L rT- N HEAD/JA S11MIL_.AIR SCALE: 3"' rJoL1-o1-I L- r-F7 M bOOF- Vail 415/t;' III- I 'AM L3 SIMILAR �yIMILA R SCALE: Y�- -T,1lor-_ . i rto t�ceF2 H�T�L er HEAD/4-JAMB SIMILAR SCALE: 3" - 1' 1 , -- a- 01-4 pig LP- 3/411 E-. h/g117 �f f T -r, STLI1� e`' III O.G. Cal�t�lEle' I y-�-vW V1IHCaW II s r�t��l• sla��lt� . (sq sl u.., I,r 0 I 00 o� r V F- W cn y W CS U � Z L 4 W co cr J O Q J L O c rn N N N C M co Co oaf. Lc o r L U CD � pcu F� Ri Lc I� cc a Q Z SCALE: 3" ,.IAMB e SCALE: 3" = 1'-0" SCALE: 3" PL/AN ETA�L c,� UM�1 @ F?)Ec�IbN SCALE: 1-1/2" = 1'-0" 4'�� In Pa H gi OF ♦SEGO R-PIAFI -}'• 1�M vh/IDE PLAN DETAIL SET SCALE: 1-1/2" = 1'-V" �II N I $II �Rt�lt•J;tr� Eal?GT (((\l Pola�,� I I )L FbP I TR-I M C PP�rlj ejf- •oE) v+a L--ID. 10 PLAN I')ETAIL - woon SCALE: 1-1/2°" === 1'4" 'iP-I (R 1 FEµ '-P -ofii;LJ4 t D1-1e1'i.) u �--- I � NPeDI•-loon L4z-(ov-r OF L wejE = v- (PLAN DETAIL rILA�TEFz� KALE: air r0e "f to t'/fiF TR�Itvi I.-tooD SIM. Tb 1/f,4 S I WMt-3 MITT" �;p_ w/ L 6v •/ LIB I 8'-on I eY U.�. avp oo•)' P411•�'r CaR•ODE) ip p�D oa 3 igll I P M•h.@ P� _AN DETAdL COIN lEpj�ILP.STE� SCALE: 11/2" .sF 1'-0" �2° CaYp PAR of I Imo' a G• I/ - ,211 GYP �D. ol-I �i8 II M� - w M 4 (o I � I-bovp mow= «w 3'2 Nzzy wo�< ��LLo zz= = �z CVK� <-VW �GL 33w- o��a x cue -z - � oz�,<., -2w cc oornrn cc N N co co A• We T T co co rL n. 0- v � O w Z � N � bm a Gu C> wo w� Z ^L}t•_+ U- Am F U M ;ww Inc °° 00 ... t e.0 "z~ a WE a) W C3 U Z Y L� co co J � C O u' LL M O PLAN DETAIL - Louvc--F-�, 0- SCALE: 1-1/2"= 1'-0" PLAN DETAIL SCALE: 1-1/2" 7= 1'-0-0" E •, -WORD Le LUG, � G° M Uh I li 4�OM SCALE: 1-1/2" = 1'-0" P-�-PEF-to 1/a• Pop- hlr..111.af2- eY r2l"P- -t11,9 t9 S L, �; H ON @ 1 t 1 L-�-t jam/, � SCALE: 3" 1'-0; 4, ) �l°, � l�l � i�l�l.-L. I I -I �LEGT�IOI� i��1•� , SCALP: 3/4" = 11'-01, � 0AIN-rGPAD F__ i y n M�tP�if uD'S V _ � 3 N SauPRt; -ruRf-F t.R Io �L-ovf P1-P�- rOR LOGP-("IG'tj e D _ 1 ,r �T F4 JG LOW I�/,TITIoN t�L LS Itil SFGTICt-I 12x2�M SCALE: 1-1/2"' = 1'4" DE SCALE: 1-1/2" _ n a l j^y\ II P-TWR r 2� o n ''-1 i - w LA1.C. 1 1" 1' 01, SCALE: 112" —y�%p/ DeLt- o'I --- 14/ -ror7/H�oDV�oII e4 ` i Q 11 iSCALE 3/4, 1' Q F�i'%G12 r•�IPi�fi�F�i7 h I V L• --� "°J�rf A/ 117 E, E- lk-EV a a T �M N vAULT 1N LE K 1F-;,� SCALE: 1/"=` = 11-01, THRESHOLD TYPES I�+FiR1012 I � I�Ifi��-IGP. fiH Et'G-O's q v r SW AP # 77547 A-' 1ratr--2I°ft- °w 410 h !,I WWI 2.4 1 _ I _�I__,,� �jp�•+��_i�i Ste. � 1 'I"oP/5Lp$ J PAINt uP�l7 ir4 �t-Pr� /o L-t P-I;- fio 7L1 4�0" Gt—IJ � n ArtVuO �/PIJI f 94—f' °P" Iri-5mUl-•! I SCALE: 3/1" 1141 r c6eP 777-, / 'ram �P to Pv-ly's �� four-1DPtION C NMN�`i O NMOw,, C (q CQ N � N• C j T co .3 V� O ai a CL- Q'� V � w o Qb. N a LC> 0 N W 0) Z 0 U M cc N W L GR � r t I pli i k ° c � { `Y 3Rv" A'Y I � ;3 r PITAj'aMag gAli �"IN Yx t Si e AMU 4P W ek {' VII IS pf * ry, �51 v kY 11� YI'�1�9d u+w EVS' iy�,pyy�t TExTU�� HIGH tMF'AG �J�I�-oNCa� COI-1T PLL 11� TEXTURFJJ �7 IMPsiGTN I @ ENp � 3211o.G. I =Of; THE 1;,EST- "10 �HELS corFr. �K «J��IoN GOhFTINL1oLIS R�TAINF�, D {a y,., - I��LL?tJMFEi� 10FTA I I,., 15 c o�I�EIz C�IJf' SCALE: 3" _- ,� - 1 0 - -- SCALE: 3' — 11-0" {, � ` rL. q py LI �+ =o 7 t �o?zia�-1 tour-I-��ipF'I o.J 3/.4l `QVR S I I uiht-It-IFL 1.rLNoR� I I 1 � � op.l a/�e Ex�. vL't:ND. SCIIIE: 3/4" V-0" -410 - E�-c' rJPi.L MaUHrE1� FP�P =9 STOPHEFf-LLoW tDP2 W ell To 6PEN F1A5. L.IM. FULL . E V E I i� tl @ rpf:,P. f2M . SCALE: 1/4" = 1'4. 5U?�AGP j S.L^M.^LL. EXRx EYE �.JR�Ff�C�ES SuF��P�T- S CT Q �r-Lu_ 13 9 �n altz,- POLL r FULLLl \� O SCALE: 3/4"' = 1 ° 0" FtAS. L' I\ ' FtiL-L 4T, Shot✓ SFi.��-I Fi`�PE-P-+ 7ol^1E1.- blSl� \ 15 \ 5. \ 31 �-' L E @! JR f R.) ale C6? PR F-i'. fZr'f SCALE: 1/4" �iJfzR, F�Ve cP�`i�Ei III L.Itili=cFGH�� t�LL �.E'�� _ LiPFeE 2) (fA6II-IET FI-AS, LAM. 6i-Ac N I'I G�MMt=T' �I �sH � C�\P�IIJET 4, DEEP I Ef1E TYI? I I L_--_-- IEL^LINE II4TEI2,"--?,S(TYP.) �— FIFE ILJI I -Q I �l .°MUST. SHELVE, CTYP) c�,41.E1O HII-�E SSE G Y 0 ilk @ tEP 1�crl rNET�Y %�� SICAL[: 3/4" = 1'-0" ELE tT C' @ � SCALE: 1/4" 1'-0" f LA . LP,F . FULL. HT �� 11 f�F i ' �Jp.LGol t-rP� VP2-4 euMft4L ?) mm slur TION SCALE: 1/4" = 1'-0" f>LUM E�cH�ST C�R,ILLCS _ -p PAPF�. 7'oWEL, � 51r4K ±2 (�'I 5' (O d 2l (pn rJ-(p'I V. r fF. ELEVATION @ pF-F�-f SCALE: 1/4" = 1'-0" 12 t t=:;ps*�-1. Pt.1F�C77�lIJ �E'-L1.iCD GR�YY�L.LG-W6E EXI-LALIST IGtY�T p{E�.pC�tASS G�E1HFiGRr.EIO 1��nG pa-I� oil %2' KEZJ'fO SY LGYAL_ LpbE ALUM. Ex+-wL1sr GgILI- ; lagus-Feb ,4LUM• FINI�1 _ SIZEp laY M�-�-4N�11� FLtJ�-f V.4L_VE R -SHIt 9 F�M 51 III FrrTI1 A SI {ALE SINK FITTIW �LLIM. EXF�115T - ;- GF+ILl., e�LIsH� SUM. FIF`{ISI-} HOSES. CGL'�,1�. vyo�INt=R> ��',VIGE. SII-IIS-CP-7� IEP ¢iG2�M G ALL SCALE. 3/4" _ 1'-0°' e M N 0 �FI��2�L.fYSS {2�1V-Ir-t71z.C.�lb �LASTIG P%'�IE1�) 15 5. i�pi Wr�i.. PY11--IFE'K 29\ 4" VItiK�- cv✓e � � / � I SCALE: 1/4" EEE TICH 6-7 �ourlc�E 2 / SCALE: 1/4' -- 1"-01, ` SEE /A53 Fo R, Sl r. t- oTlr:�S - u �w wo-< �r r"z: iozo '✓ < zt § +, LLZ<t x; 11 I a = P SMcP, I` -^TF- Or-I �oTH SIIO�S —N t � _ ry - 7C ;r, o WJ-1 tl.ts .._t IL - u- L9lU t.l_I I + (p pi. 0 0 � 1T 4t ➢ T' > Er f li' o SCALE: 1/4" = 1'4" NNrnoNi p M C N N y :� c Lamm � Ll as o �' - � N Q v) Ei t � N � Q h A 0 Z n T; Z O U F- N O LL V� O� Y dl E O U Q Q to m a ? � O � s � � N Q I ,' m ", :" "r= ta1 (-D ,7L SCALE: 1-1/2" = 1"-0" AM W+-I -,H-- I Y2.'l dJ -bz '4-iTl G✓fLJl�.r l r`22(q?.� Doll O.G. 0 "➢';> iM I., � l4 N — -. SCALE: 1-1/2" /t SCALE. 1-1/2" IrvilpG. 12-Jo. a�fi#1 SECT 1 E°UI�� AWN @ SCALE: 1-1/2"-- 4 6 1 i �s4 _OLM_.+10'-Qll —� Y ! SCALE: 1-1/2" = 1'-0" --_-- (2�11 t{T7Pc+i r,�jj-. fib. �L.+=iI-�I I ® 4 MoommmmUnIffiffuZA i —U-IM�I — 4TT r. E37. �IYPSP. — U7p• �v. H D ) SCALE: �� �1J If " S - ,,; _ -`' � 1-� �-t > _# 2 _ DTI C �-` c� ALE. 1-1/2" = 1"-0" f j2 ,rE-R Tc 1 /P5.¢ PoR- "7Ir lit-A,X Not i > -- — ---'-� 'SCALE: 1-1/2'" 1 0" . ,'51+" lb 11A,64 E{- l o o' W Ho I W i•-I � I LiY� PAD. -- WI G� IrIALL ram, k'�Yorap 8 j I I I - ��P�o'I'./laYP �-• • I tF'. 2 n — G� MFiZZ. C'il�• 12',O'I — IDI-+� f 1p_l m 1 } I ( { Z OL Owt /- P-I rat T �. Pwt /c-r•iP Pjp. -- I H-Fi. p-✓� V.l -L.L v� R,-I 12�'T I�ISLJLt�IOF-I M r-ZZ I V17 b�G}�I NCm, 1 4n SECTION (? rtn + SCALE: 1-1/2" = 1"-0" G�i T`� iGil /<--WM+I i y tjp FuF-v- . JJL WM T41� i r- IF- r V -�'-r u 17�7 @ I �' o 6, -r-rP I Gp• � +TPA tjPLL # C„ GPI < cc rx 0 Z L- i�. z C,) As 3 4.) � _a : w TZ> C.) Q) (3) 0) cc N N •o o o�° �. � cz:� Z w N Q N m rn T N f— �; I C= G� CI z U w a o� 9H Y - h zs U I M Z a 2 SCALE: 1-112" = 1'-o" r,,_ �x A M ILI i�q L'��- r 'I 1 1 `- rt * I c v 4- SCALE: 3/8'' S'gl I-1.S. - ll Mom_ Pf� 1.7 I 0 �21GtYPek�). PLAN V E�l 'I L (--D• 1e�5F V+_�ef)f� SCALE: 1-112" = 11'-0" CS ,EIS) r�81STDVco �/811=tJRR,IHG - 1�gF�S MoI�1_ FR,-SS �EAI',Et?, �,t�.i•c) G T I 0 N SCALE: 3/4" = 1' 0" zo I i I �-OII 1 � II I I.. l2 GYP. Pb. I I N I I iEF� I 19 I l I: I i �Tri I I. tl I: I I 3�g1M.S. I SECTION SCALE: 1-1/2" = 1'-0" z-Hr rE�-L- E LCS AT I Ir a W' @ {�Es�TIOI ar I o2 SCALE: 1/4' = 1°-01. J, EL.B-8i1 _ rb 5 I T. I. Lp 1 1 y2_IGYe �. gilC.Nil�l — S E CTA 0 N @ SST- I^J�L-L of= L SCALE: 1-112" = 1'-0"' l I I 1t /aYy' PAD II n� I �v '/iLII faYP Y7R 11 44-1 t-}P L L- # 4 PLAN DETAIL_ IN SCALE: 3" = i`-rl G�LI tr4� 3t- 42 t S - Fz� rHIZr rK-tIr 61tJI-iHf_9 4-A6wF--t E' GtUAI- -Yo ' LA Iz'✓aO "h' MODAL bL240�1-I22 /_joL,1D t�00Ii / WHI-fe;. AraoDIZEv ALUM t=11IIhN. FIRe �xi r_aLJA1. to ' L AILh01-t °h ' Mo DAL i# M P Gi UL 2A Ioe,: G oLifigly� f t�l M ! Z��`tfiot•-I o� �"W M � ST11k� 22�A M�t",aL• y1'UDy PLAN DETAIL PIPS ���Ih1)✓T I� v SCALE: 3" = 1° 0" - STOKD V4,,NL_L_ — 6 -0 v a I�.0II >%L.Izi-ot1 -oil SEE -Tg�T Gc . f!:, M SEE. �A2¢ i 1 EL _algU SCALE: 1-112" = 1'-0" I /a 5 5 FO'FZ mot- DI r�Ir%r lot �S I I �BCa'�F PAR � g�4•II pup-(?. 6H,6+4 0�us e V O "D•G. dl I 1 wt•-r -it I G1-I�'I'EL SCALE: 1 17' -= 1'-0" ---- I I _— G}.{A• rE�-L 8'I ,irruD rI&-j G 4' p I o./�• RA-lJ 61r-,� W 1 P-E TI�rnN � �i �i r C N co a pa FL (D Q U w O s C� � N Q 0'a ,-o '* y/� Q MF�1pL�i)uDhGv I'_�nOG•(f(�) rr' (t {_9 g��a II ILL 1 Y (a fY 6D. U T Y-av tfi rp > 1 w tY� FP3 ? SP 1 g!d � PLAN DE: I AIL (, E/&,c T I � o>= E � SCALE: 1-112" _, 1'-0"" 12 P -V I/p6r2.r� FoR- SCALE: 1-112" 114" SCALE. 1 1/2" = VA)" � I Y • - I2 ° M-1 v • — o a —I -o L4%- YfiF4 AW 7rIF . S►ECTI(JiOI SCALE: 3/4`° 1'-0" DETAIL C �� cure Cry SCALE: 1°° DETAIL C- SCALE: 1-1/2" 7� fz�i SIGN (wr� SCALE: ' 1/4" 1'-0"' f�FE-GAr�r corms. GpLUI-�Iti! � 1�%iSE F RE -LAST c� �. L-Y 861LL+�aSE EX�'aE bp�IP I��.VEPL F7,i l STl-hf GMU of o.c . Ve T. _ LOLUM�I sEE. STR��T� OI-�. FII-11- IAL BALL Co-o'I�F q I i I / I _O F;FP� 1a 4 /Pr2 TK1 col"I I T f 1 R WNW ,_�I I_OII II- 81 81 0., I_ YII C Ell, I "� • 9' - d I SEE STR�T Foie, 7-7 I I I L•0a b' — SOY III -----------,------------------ ....",. - - - 2oC�.GAL-U C�-�. PILI-E� GELL El El El SI- 8i1 AI-�F-k�R, 3R,AP@ �y I aF S cp Ic,IIo.G. VER,T � r�•R.�_a_UM�I DETAIL @ -• �uu1-�t� �rI r� D IETA 1 L. SCALE: 1" _ . 1'-0" SEE. .c-FoR, SIMILf�, I IoTES MITERE7� CcRhIEp�S I . I ft�E-CAST cow. �� I I j = zip:. " I — Ght�JT @ JoltiTs (� I c'II4) G L. See FR,E-L?ST c-o1-�. STR,��TIJR.�I_ I I- I I PRE-cs�2Tcc+k..c.g(� I I. giI I,_gi 81 �i III /h\ DETAIL @ T-fi�r^- SCALE: 1°' = 1'-0" II_,�II •I O. GMl- =�,b,• I,-°..-° III 5 coNT ,y �pt-Ii. FILL Knr�IEL WP.I-I- CPp ItilTo ToP c GMUU-�K GELLC,1�-�lU @ — Uv� CTYP oF4) u U 21I STUcc-o iZ,EVF/�1 - I'IXiGJzVEe S F�f'T 8i`R> IY21x}4 GU¢vEr� Ot�77 ' � NFAY'f 7U-. TtJF E snJct o Cu +iEH� rxJ7Y N r-YaESC7YP [ �Gt=-LLGMLI oF71-Ir2,Ee) 2C7 C�h . C-fz L \/. STI-f+P@ V@RT 4- t�E�,. GOL. I+as�IrJcar�. FILLED GELL Sg�HEf�/' �r�cTURE. DETAIL e SCALE: 1°° = 1'-0" ° CIIISTL.F' 3 _ S&4�to FIi-lr�,H TEXTUK� sTUcc-o 0I SGALE: 1" = 1'-0" 1 HnTEs SCALE: N.T.S. DETAIL t C-N �- �'I� FII L — l� LLOI--I 2 � � N M 0) 0) Q N N Co N cacao •o U. o a� ,� E CL CL N U O f` a� c o s\ N 1 1 I I 1 1 I 1� cc W Cj U Z. i w W iA 0 uj J 4 � s� L O LO w T N 1— W N Z O U cc H cn Z U H cc W a y\V L U 0 d t 5. a m O o O Q U) ch 1� > $ m e E d o y � N Q A a SCALE: '1-112" = 1'-0" SCALE: 3/8" = 1'-0" SCALE: 3/8" 1'-0" LEVA , !--�, Y/ HA LL# I FAST VIE;,� ')CALL: 3/8" = I' -U" ca- / i !z�MIL,&,F, NoT✓s I ELEVATION Lo��Y� F kAI-L � I t�I�,T VI Evil SCALE: 3/8 = h 3I Cog q fe) r YHA E� = < sa 6WUJ S p�rCOjaNirn N co C Q � a(y ^� co`+.I `+.l o L-c d �ctsQ� C1 � t � N v Q LO rn r N F W U) Z O U H cl) Z O V _H M w IL H W U = s 4 W C ca J 0 J = LL Z LL � O LL E ITh;Y N i Q SLAM 3/8 SCAILL 3/8' 1' U„ B - 8' WMA c�Eh1 Tv a0 1 cn 6 4�g E�-ATFY cc C N � N N G �r�rnrn C N N co `V co co TV Q N ! w o�A :r o N � r al CO W V U Z 2 t W y � J Q � O ul tz LL Z LL LL N W N Z a m o 0 O O U LO Q I'-61 GYP 6o h l0'-8t _ EHTt7Y W h.ti L�c}aTIoN I I i I I I � ALE iON1 VE�STIf3LJLF-- Hot2-)7-H VIEW SUALL: 3/8" _ l'-0" FOR, SIM. NOTES h 144 -aI IF GY>°. 1 OL 131-0" GYP moo. EL TIO 9 SCALE- 3/8" _ 5 / W r-A #� 4- LIaF-{T FIYTUI? E pi-4F4-rEJO cjYI- ej�D. f.NHTE.b GYP.+L. tea./ibE �iL�-KINa �ot�, a,w �;c_�� L_IC�I-rj� Crrpi WMak VIM LOLNEfl, e / / / / ej oI�E!—I To FPMILY R�c�rM GH`-PE�L VEST f�-ULE _ gI #4- GYP EYJ. OL 13-O Gam. M Ell�� • � El-4-1 -4-Y T T c pa, m ti cr, 0 o L � N v Q In rn T 1 N W V U > Z Q � W H —0 �LL z U. O a 601-81 ELEVATION c H�L. SST V�Ew ELEITAMN G 1 VeSTi�tJL - EP-,ST v/IE" SCALE: 3/8" = V-O" SEF /4 GL-F�.1z, TEJ�II�E�iEb r Gl?�� v�/ Wb SToFS E LET 1 G �.- I E::- -1— VI Ew. SCALE: 3/8" = 1._O,. �E I El 2Z :o.4 FC�K-SIFT. Hc)T[1 OF'G-1-49EL VESTIE!lJLI= I ELEVAT6Q ' VDSTI6LJL_E ;,4E✓ST VoB-�-4 SCALE: 3J8" rya-`" C N co N N CD co cco o o oZ _a - V d � = N V o�H Gu I � � I �I 01. t F 1 f— U LU t1a a) cc V C: Lb T AE N Z C Q W w G J t O LU J W LL Z LL = O LL CO O N C m `c M ❑I 0)EE t- Q �_ a a 2 m � Q s Tt Kr t � r kr vo LIT F YC UY i 1 _ C 17 XIT " h yY l r �s 34 w 3 t TT IT T LA � 1 r 6 .y0.1 t 4T, S fig% E E - IT � HS a0 { TIT I e ( z F-3 TO d o t :• 9 F-3 �< •` S-3 m +D x N I 00 h M u I dQ J. 1 i o ao F-3" Y � � I r r 'r F-3 IT a k' TTT I I 1 tT,_ ,F I 1'-4"L L..l29 2'-8 26'-6" i k s I 1 I `9 7 } s k �4 yYF 1 y' T;T, F C ;T` Y J -: yr ( v A .. ✓^ � — � � — '� IO 1 t if F-2 . 7:n6 J °� . ,sl a d q , e r �J.:: a :'•� '- s { x y .>T J� c v.. „.,. .. 72A v r F <>: S-3 5' 4" x IT .., e "; -:. v, r 'j,l f€` r ..: ° ,:'. c G :. s I .r .°: s v �' ,', f •✓ ¢ .F ..+` ."" .�,� m t �.;� r *� 4 .. � ;, T t .r.. a; ,,; . k• Ca,aY yyJ^^���I��I E ■ k _ k Shl �u 7f'sS,1, �" RdYprV xJ 'd �'�'� a � x l��i•a'�R ; Y"��u� ', g t t i �. .E. ., k ..ka' r.`` „ ':,, b z 0 C) K (~11 z 0 �c M w Ld a ��.. 1 ®ram.GIRDER TRUSSaElm 0I a 1 ir_rs•s�`r���•yrs�i __ � NI, h.����il 7 1411 w ■ i� H'�1�1q��1!I�JIaH � IIHi.®I...�..1. I mile 4 - _ -- S-4�"'' lA 37 F�i S-4 1A �1io 49' Al zapdr i11{' i S-4 XI S-4 GIRDER TRUSS TRUSS BELOW END OF I EACH BEAM W/ CS16 STRAP ME EACH BEAM i • • ;Ar Y 1 \ d"y,�s a a.t*zytp �y�' 3:• n q;*ik „�P" \ �4M� a�x +Mr i k�# C� 'kid Jr'�'P^y� �4 Ct'F t cvi � sl��',,a,' \ • r • n� w, �� 1 ^L+li �^' '��, �aW,eva �,y iw 1 ` P.;"', �g �'. i"zn'+. 'ix r •^Si , a V W V) z 0 i U z z 0 U F D_ d z a 0 z_ 2 W z N W � O V) U W N U U g a � z W Q E M o O ti { o 0 -2 •$�Infl'i�5idr �'� Y e I � J u� l �� x ��f � r A 4 � y g , Sk � tM, r EXTERIOR FOOTING at DOOR 14�' , w SECTIO at FENCE 11 8 CMU WALL PRECAST CON( #5 ® 48" O.C. W/ 2500 PSI GI 8" CMU W/ — TRUSS TYPE REINF. ce 16"O.C. RE: 5/S-3 FOR REINF. d F ONE 5'-4" A.F.F. r ONT. Y k � z I CON , a ; , I, 11" r 1 a. .t" n u 4 ELLS s 'Oat n i � •a I�x � -" § , t..g M1 A T�i VAPOR • `d�y � ss� �4"rRl ks BARRIER I' ih n ' { T'�£buirAm�l4 u • ■I lu Iwiud ?''�. clh d'T+t ���� . ��n1{§��� ^ii&dn.�•Sr 9w r d rim s x • • , SUA art � � Tarr bf n r r; � fir. 6 '0'.-, oi V' �u a aF-:S•�M xhPo y �„ r A Ha 1 � ,�... TURNDOWN 10 EXTERIOR FOOTING at OPENING 6 COLUMN BLOC i y x'w � �F s A r � y 8- CMU WALL W/T TYPE REINF. AT 16 1/2" EXPANSION MATE a TD COLUMN MESH RE: PLAN �P6 I } k�wl�r e k v crx pn;ud'�r li 11 00 l P y3 —VAPOR • r, BARRIER •� • ■ �� : r: biv�L•r� ' Y i CONT. ice' II #6 ® EACH CORNER&CENT. `, i" CELLS. FILL R�INF. CELL 4 OOTING AND COLUMN W/ 2500 PSI iiGROUT �:.RLAN 1 COL 8" CMU WALL W/TRUSS,I 3 - #3 TIES TYPE REINF. AT 16" O.C. ® 3" O.C. ®��OP ; p1 RE: 5/S-3 FOR REINF. , Fig. FLR' I { 1 _ _ BASE PLATE AND > .� 11 I RE:, PLAN I N o 8 — #4 VERT. W/ •`x #3 TIES �T 8" O.C. In N II W • • • • 4 k. I I II 11 $ II 1I RE: PLAN AND SCHED. L RE: SHED. 'r FOR f�EINF. C126 �� ,� RE: PLAN & SCHED. FOOTING at COLUMN 12,4r N. , f ` `.-" FOOTIN at = SSC+i*dWCt'NAME - SJ89S-3 .. 2-7-95 92fl4M ANCHOR BOLTS MESH RE RE: 3/S-3�... REINF. RE: SCHED. COLUMN 8 WAX� f :5,.,4 x �,�..yyMjD ffiC.� Y.'$`4v�°tt�. I RE SCHED. FOR SIZE AND REINF. r u P 4�� d F MARK REINFORCING +i ` "a. 3 —6" X =8 X 1'-0" 4— #5 E.W. 6'-0" X 4'— X 1'-0 #5 ® 2" O.C. E.W. R 6'-0" X 4 1'-4" 7- W. M 3 1V'V1 z Q Cc cl N N n r7 00 00 0 Q co J x = ~J W � O 3 rn O to C) o 0 _II S-3 33,, R 111 3 SECTION at TRUSS Wt 16"O.C. z R = F- U U 11A = W 1 U o D_ L S- '� , s; I k u v i"i 1 9 r.; L x Y4 t 1 b F s' £ 1"MIA F j 1 r 4, Fe } d e I s,. �s 4 "*f 5 a t a sr 1 1 I µ 1 S, J" ' �I F � 7,, c a frF ,fie' I b; e i 1 �' a a.11.t r II Ic- t a , ( 1' i � x 3 rl � AA F b'. t I:} fi III A } k i I J Y 1 'I Y i # � 1 � 1 I z it SM'DWG NAM - 2-7-95 10:41AM USS RE: PLAN � 2— #5 CONT. CMU W/ TRUSS "." TYPE REINF. ® 16" O.C. RE: SHT. S-2 FO SEE ARCH. SHEET A2.4 CONNECTION NOTES DET. 5 FOR OPENING IN CMU WALL 2— #5 CONT. o I #2 "U" BARS 0 16" O.C. "PERIFORM" PRECAST LINTEL sA,'fit. F6,w '� {� � 2— #5 CONT. K PL X16 7 X1/2 1` W/ 4— 1/2"0 HEADED STUDS '' TRUSS CONNECTION DETAIL 3 e � �.I 4 �I Y r IF II x SYNi RE: SHT. S-2 FOR CONNECTION NOTES 4, r F Y #5 CONT. — 2- #5 CONT. 8" CMU W/ TRUSS TYPE REINF. 0 16" O.C. o- I 8" 4— #6 CONT. W/ #3 @ 12" O.C. at O.H. DOOR (2 I +10'-8" "_- 2- #5 CONT 8" CMU W/ TRUSS TYPE REINF. 0 16" O.0 c w J REINF. RE: PLAN WALL SECTION at VAULT 2, a6 Q¢¢¢U N8� -wa Mg *�M pWrr W Fjy� YdWo �N U j-,a�N rn rn �(nCN C 7 G ` a00.' o a ro 7 IZ s .� L- �EC-,v r �ti~�` W 0) Q UN L Q v V U�n4 z_ z J .Ism; MECHANIC ;!LOAD ro GEjt,ERAL NOTES:' I. I�il t' 4 I 1. THE FOLLOWING SPECIFICATIONS ARE AN OUTLINE y' I I, REQUIREMENTS AND THEIR APPLICATION. MANUFA CODE REQUIREMENTS, WHEN IN EXCESS OF MINIMU 3, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIE ' AND REPORT ALL DOCUMENT DISCREPANCIES TO THE U FABRICATION OR ERECTION. a r ; CONCRETE SPECIFICATIONS: 1. CONCRETE PROTECTION FOR REINFORCEMENT OF POURED -IN -PLACE MEMBERS (SEE SECTION 7.7 ACI 318-83 FOR CONDITIONS NOT NOTED.) MINIMUM COVER CONCRETE STRENGTH (INCHES) (PSI) FOOTINGS 3" 3000 GRADE BEAMS 1 1/2" TOP, 3" BOTTOM & SIDES 3000 SLAB ON GRADE 1" TOP 3000 RETAINING WALL 2" EXTERIOR, 3/4" INTERIOR - & ELEVATOR PIT COLUMNS 1 1/2 BEAMS 1 1/2"� - SIABS 1'" AT BOTTOM, 3/4" AT TOP - $HEAR WALLS 2. UNLESS SPECIFIED, CONCRETE MUST REACH THE FOLLOWING PERCENTAGES OF ITS 28-DAY COMPRESSIVE STRENGTH (F'c), BEFORE FORMS MAY BE REMOVED. WALLS, COLUMNS & BEAMS SIDES 40 % JOIST PANS & BEAM BOTTOMS - (IF SHORED) 70 % I• " SHORING FOR FLOOR SYSTEMS 85 < 3. DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 315-80, "ACI DETAILING MANUAL - 1990". I '•. lr. is CONCRETE NOTES: I' 1. FOOTINGS SHALL BEAR ON SOIL SUITABLE FOR SUPPORTING r ? P.S.F. ' BEARING. IF QUESTIONABLE SOIL IS ENCOUNTERED, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. RE: REPORT# 771-45035 refi BY JAMMAL & ASSOCIATES. INC. 2. DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE. ~(, IN ACCORDANCE WITH ACI 315-90, "ACI DETAILING MANUAL - 1990 �u 3. UNLESS OTHERWISE NOTED, ALL REINFORCING BARS #4 AND LARGER SHALL CON TO ASTM A-615 GRADE 60 (60,000 PSI YIELD) AND ALL #2 AND #3 BARS SHA L CONFORM TO GRADE 40 (40,000 PSI YIELD). 4, ALL CONCRETE WORK SHALL CONFORM TO THE "A.C.I. B ILDING CODE", ACI 318 86 5. WELDED WIRE MESH (WWM) SHALL CONFORM TO ASTM A-185. PROVIDE SHEETS. 6. UNLESS OTHERWISE NOTED, CONCRETE PROTECTION FOR REINFORCING SHALL BETAS SPECIFIED IN THE "A.C.I. BUILDING CODE", (ACI 318-86). 7. EXCAVATION FOR FOOTINGS SHALL BE NEAT. 8. FOOTINGS SHALL BE POURED IMMEDIATELY AFTER EXCAVATION. 9. ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED 36 BAR DIAM TERS AT SPLICES AND AROUND CORNERS OR INTERSECTIONS WITH A STANDARD 90 DE REE BEND ON CORNER BARS. LAP WELDED WIRE MESH ONE FULL MESH AT SIDE AND END LAPS. g'10. LAP TOP BARS AT CENTER OF SPAN; LAP BOTTOM BARS AT SUPPORTS. 1. REFER TO ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR ANY OTF�ER ADDITIONAL SLEEVES, ANCHORS, VENT OPENINGS, ETC., NOT SHOWN ON STRUCTU AL PLANS THAT MIGHT BE REQUIRED. 2. UNLESS NOTED OTHERWISE ON PLAN, CONTROL JOINTS TO BE LOCATED AT APPROXIMATELY 400 SQ. FT. GRIDS. ACTUAL LOCATION TO BE DETERMINED BY OWNER OR CONTRACTOR. CONTROL JOINT TO BE ZIP STRIP OR EQUAL. STRUCTURAL STEEL FRAMING NOTES 1. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. DRAWINGS TO HAVE CONTRACTORS STAMP AFFIXED PRIOR TO REVIEW. 2. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE. 3. STRUCTURAL ANGLES AND WIDE FLANGE SHAPES ARE TO CONFORM TO ASTM A-36, UNLESS NOTED OTHERWISE ON PLANS. STEEL PIPE TO CONFORM TO ASTM A-5 GRADE B (35 KSI). STRUCTURAL TUBING TO CONFORM TO ASTM A-500, GRADE B (46 K$I) SHOP PAINT (REFERENCE ARCHITECTURAL SPECIFICATIONS). 4. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH 'THE SPECIFICATION FOR THE DESIGN, FABRICATION AND 1 „ I ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AISC EIGHTH EDITION. , II yy � � 1� 5. ALL FIELD CONNECTIONS TO BE BOLTED WITH A-325 BOLTS (WELDED WHERE SHOWN). DESIGN SHEAR CONNECTIONS FOR ONE-HALF OF THE TOTAL ALLOWABLE UNIFORM LOAD`. OF BEAMS UNLESS NOTED OTHERWISE, RE: AISC PART 4. ALL CONNECTIONS MUST BE DESIGNED BY A REGISTERED ENGINEER AND, IF REQUESTED, CALCULATIONS M ST BE AVAILABLE FOR REVIEW. BOLTS TO BE LA JEUNE TYPE OR EQUAL. 5. BRACING CONNECTIONS SHALL DEVELOP FULL FORCES SHOWN ON DRAWINGS AT ; END OF MEMBER. 7. EXPANSION JOINT CONNECTIONS, WHERE USED, SHALL PROVIDE FREE MOVEMENT. BOLTS SHALL HAVE NUTS FINGER TIGHTENED AND THREADS CRIMPED. 8. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE M DE. 9. MC = MOMENT CONNECTION. 10. ALL NON -SHRINK GROUTS FOR LEVELING OR BASE PLATES SHALL HAVE A MIN. 112,000 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS. 11. ALL FIELD CONNECTIONS - WELDED OR BOLTED - TO BE INSPECTED BY AN INDEPENDENT TESTING LAB. TO BE PAID FOR BY CONTRACTOR. t a , I 31, >n' z SCA DWG NAME - 3369S-5 2-7-95 10:36AM RAMING SIZES, VERTICAL PS, ANCHORAGE, FURRING L BE PER LOCAL BUILDING CO PLYWOOD FLOOR SHEATHING SH G DE WITH EXTERIOR GLUE, P AND STAMPED WITH DFPA G_ P OOD PANELS SHALL BE NAILED TO SUP NAILS, FOR THICKNESS OF 1/2 IN H AND W 5/8 INCH, 3/4 INCH, AND 7/8 INCH THICKN C) NAIL SPACING SHALL BE SIX INCHES ON CENTER A F�ANEL E05' 10 INCH ON CENTER AT INTERMEDIATE SUPP T M^ 3. A) PLYWOOD ROOF SHEATHING SHALL BE 3/4" THICK STANDARD C-D INTERIOR GRADE WITH EXTERIOR GLUE, PANEL INDEX 48/24 CONFORMING TO U.S. PS-1 AND STAMPED WITH DFPA GRADE -TRADEMARK. B) PLYWOOD PANELS SHALL BE NAILED TO SUPPORTS WITH 6d COMMON NAILS, FOR THICKNESS OF 1/2 IN H AND WITH 8d COMMON NAILS FOR 5/8 INCH, 3/4 INCH, AND 7/8 INCH THICKNESS. C) NAIL SPACING SHALL BE .SIX INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. 4. ALL STI UCTURAL LUMBER SHALL BE S. .P. OF THE FOLLOWING MINIMUM GRADE AND ALLOWABLE STRESSES OR EQUIVALENT AS PER NATIONAL FOREST PRODU TS ASSOCIATION. CONSTRUCTION GRADE STRUCTURAL GRADE NO. 2 -4" THICK STRUCTURAL GRADE NO. 2 POST STRUCTURAL GRADE NO. 2 - ALL FLOOR JOIST BRIDGING TO BE PER LOCAL CODES OR AS SHOWN. - G U-LAM MEMBERS SHALL BE CO BINATION 24F WITH Fb = 2400 PSI. 5. ALL LUMBER SHALL BE STAMPED WITH FHE GRADE MARK OF AN APPROVED TESTIN4 AGENCY. 6. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE TREATED LUMBER. 7, THE NUMBER OF WALL STUDS AT BEARING POINTS OF 2X MEMBER BEAMS SHALL EXCEEQ THE NUMBER OF MEMBERS IN HE BEAM BY ONE. THE CENTERLINE OF THE B M SHALL BE THE CENTERLINE OF THE SUPPORTING WALL STUDS. (UNLESS NOTED OTHERWISE ON PLAN.) 8. ALL FLUSH BEAMS AND JOISTS TO BE SUPPORTED BY APPROVED HANGER. 9. GLU-LF M MEMBERS SHALL BE COMBINA ION 24F WITH Fb = 2400 PSI. 10. FRAME OPENING: FOR OPENING THAN 4'- " WI 1- TRIMMER AND J O O E G LESS 0 DE USE E W 1- KING POST EACH END. FOR OPENING 4'-0" OR WIDER, USE 2- TRIMMER AND 1- KING POST EACH END. U.N.O. ROOF AND FLOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF CONSTRUCTION AND DO NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OF MATERIALS OR COMPONENTS REQUIRED FOR CONSTRUCTION. 19' CONST UCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN" 'fi THE BL ILDINGI PLUMB AND TRUE. 1r I i . Y k PPP I I u II k WOOD TRUSS P I NI N I 1.1 SCOPE } G A) T USA DQGU dENTS TO INCLUDE SS LOCKING REQUIREMENT B) PROCS RES FOR I ALLING, SECURING, BRAC NG 1.2 SHOP RAWI GS A) INCLUDE THE FOLLOWING ON SUBMITTED SHOP DRAWINGS ALLOWABLE LOADS IN LBS/E FECTIVE NAIL OR LBS/SQL IN FOR LUMBER AND PLATES USED AS ALLOWED BY ICBO AND CURRENT ICBO REPORT NUMBER AND BY SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL. STRESS REDUCTION FACTORS USED FOR PLATES._.• I'S �:'' TOP AND BOTTOM CHORD DESIGN LOADS IN PLF. " SIZE, GAUGE, AND EXACT LOCATION BY DIMENSION OF PLATES x ' $ LUMBER SPECIES AND GRADS USED. 6 STAMP AND SIGNATURE OF ENGINEER RESPONSIBLE FOR PREPARATION OF ALL TRUSS DESIGN AND LAYOUT DRAWING.'' 7) NAME AND TRADEMARK OF PLATE MANUFACTURER AND TRUSS �•` FABRICATOR AND PROJECT NAME AND LOCATION, 8) CONCENTRATED LOAD REQUIREMENTS HAVE BEEN DESIGNED FOR AND I SHOWN ON DOCUMENTS. B) ALL TRUSS SHOP DRAWINGS MUST BE REVIEWED AND WRITTEN APPROVAL PROVIDED, BY GENERAL CONTRACTOR, PRIOR TO SUBMITTAL OF SHOP D WINGS TO STRUCTURAL ENGINEER y ', � u� 31. I,�Jr� ,uud I " •+, '1I .. 2.1 METAL GUSSET PLATES: A) PLATE DESIGN AND MANUFACTURE SHALL BE AS APPROVED BY 'THE RESEARCH COMMITTEE FOR THE ICBO". PLATES SHALL BE ,hhr; GALVANIZED OR OTHERWISE PROTECTED FROM CORROSION. '. B) MANUFACTURER'S NAME OR TRADEMARK SHALL BE VISIBLE ON,. 1, PLATES. :: .' r h i '•-i4 a �ai ���r a l 0"1� �' 3.1 GENERAL: A) F BRICATION OF TRUSSES SHALL 13E AS APPROVED BY ICBO EXCEPT THAT THIS SPECIFICATION SHALL GOVERN WHEN IT EXCEEDS ICBO REQUIREMENTS. B) F BRICATE TRUSSES FROM APPROVED SHOP DRAWINGSI�; C) 176BRICATE TRUSSES IN JIGS WITH MEMBERS ACCURATELY CUT TO PROVIDE FULL CONTACT AT JOINTS. D) EACH CHORD SECTION SHALL EXT ND THROUGH TWO PANEL POINTS BEFORE BEING SPLICED. E) TIRuss FABRICATOR SHALL HAVE HIS PLANT INSPECTED FOUR TIMESI , P R YEAR BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH TPI REGULATIONIS AND COPIES OF INSPECTIONS ADE VAILABLE TO OWNER UPON REQUEST pR 1 NAILING SCHEDULE FASTENER ' TOE NAIL�)r 8d COMMON NAIL EACH END 8d COMMON 16d COMMON R OR LESS TO EACH JOIST, FACE NAIL 8d COMMON BFLOOR TO EACH JOIST, FACE NAIL 8d COMMON L O0 JOIST OR T OR GIRDER BLIND AND NAIL 16d COMMON TO JOIST OR BLOCKING, FACE NAIL 16d COMMON T P O R PLATE T N NAILED SOLE LA E TO STUD, END lED 1 d 6 COMM N 0 STUD TO SOLE PLATE, TOE NAIL 8d COMMON DOUBLED STUDS, FACE NAIL 1Od COMMON DOUBLED TOP PLATES, FACE NAIL 10d COMMON TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - CONTINUOUS HEADER, TWO PIECES 16d COMMON CEILING JOISTS TO PLATE, TOE NAIL 8d COMMON CONTINUOUS HEADER TO STUD, TOE NAIL 8d COMMON CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL - CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL - RAFTER TO PLATE, TOE NAIL 8d COMMON 1 INCH BRACE TO EACH STUD AND PLATE, FACE NAIL 8d COMMON 1 X8 SHEATHING OR LESS TO EACH BEARING, FACE NAIL 8d COMMON OVER 1X8 SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON BUILT-UP CORNER STUDS 16d COMMON BUILT-UP GIRDERS AND BEAMS, OF THREE MEMBERS 20d COMMON ryt' 4 1 4 i I WIRE STAPLES, 3/8" MINIMUM CROWN ro W 1 5/8" LENGTH 1/2" OR LESS 6d COMMON 8d COMMON 16 GA GALVANIZED WIRE STAPLES, 3/8" MIN. CROWN. LENGTH OF 1" PLUS PLYWOOD OR PARTICLEBOARD THICKNESS 1 1/2" GALV. ROOFING NAIL 6d COMMON WALL 1 3/4" GALV. ROOFING NAIL 8d COMMON NAIL 12 GA 1 1/4" LARGE HEAD CORROSION RESISTANT 1 3/8" DRYWALL" NAIL 1 1/2" DRYWALL' UMBER OF SPACING 3 2 AT EACH JOIST 2 3 2 16" O.C. 2 4 24" O.C. 16" O.C. - 16d OR 3- 10d COMMON 6" O.C. ALONG EACH EDGE 3 3 - 16d OR 4-1Od COMMON - 16d OR 4- 10d COMMON 3 2 2 3 24" O.C. 2" O.C. AT TOP AND BOTTOM AND STAGGERED 2 ENDS AND AT EACH SPLICE. EACH BEARING EACH END " O.C. EDGES AND 2" O.C. JTERMEDIATE " O.C. EDGES AND 2" O.C. JTERMEDIATE O.C. EDGES AND O.C. JTERMEDIATE O.C. EDGES AND O.C. JTERMEDIATE 1/2- O.C. EDGES ND 4" O.C. JTERMEDIATE 6" O.C. EDGES AND 12" O.C. INTERMEDIATE 6" O.C. EDGES AND 12" Q.G. INTERMEDIATE 4" O.C. EDGES AND 8" Q.G. INTERMEDIATE 2" O.C. EDGES AND 5" O.C. INTERMEDIATE 3" O.C. EDGES AND 6" O.C. 3" O.C. AT EDGES 6" O.C. AT OTHER BEARINGS 4" O.C. AT EDGES 8" O.C. AT OTHER BEARING 7" O,C. ON CEILINGS 8" O.C. ON WALLS 7'_ O.C. ON MASONRY NOTES: 1. ALL MASONRY MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE RECOMMENDATIONS OF BRICK INSTITUTE OF AMERICA (BIA) AND NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) AND MINIMUM REQUIREMENTS ESTABLISHED BY LOCAL BUILDING CODE. 2. ALL CONCRETE MASONRY UNITS (CMU) SHALL BE ASTM C-90 TYPE N UNLESS OTHERWISE SPECIFIED BY APPLICABLE BUILDING CODE. 3. CONTROL JOINTS SHALL BE SPACED PER PLANS AND SPECIFICATIONS OR AT A MAXIMUM SPACING OF 40'-0" CENTERS, UNLESS SPECIFICALLY APPROVED OTHERWISE BY ENGINEER. 4. MORTAR: EXCEPT AS OTHERWISE SET FORTH HEREIN ALL MORTARS AND THE MATERIALS THEREIN SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY UNITS, ASTM C270. A) MORTAR USED TO BOND UNIT MASONRY SHALL BE OF TYPE M, S, OR N, AND SHALL COMPLY WITH THE PROPERTY SPECIFICATIONS SET FORTH BELOW: MORTAR STRENGTH PROPERTY SPECIFICATIONS TYPE MINIMUM AVERAGE STRENGTH (PSI) M 2500 S 1800 N 750 B) THE TYPE OF MORTAR BASED ON CONSIDERATION OF THE LOCATION OF THE UNIT MASONRY CONSTRUCTION SHALL BE AS FOLLOWS: USE OF LOCATION TYPE OF MORTAR BELOW GRADE FOUNDATION AND WALLS M RETAINING WALLS M FIRE RESISTIVE WALLS RATED 2 HOURS OR MORE M OR S EXTERIOR WALLS AND LOAD BEARING WALLS M OR S PARTITIONS M, S OR N SOLID MASONRY UNITS i ONE CLASSIFICATION LESS THAN THE ABOVE MORTAR OR GROUT UNDER CONCENTRATED LOADS M FENCES M, S OR N 5. ALL REINFORCED MASONRY WALLS WITH OPENINGS UP TO 4'-0" WIDE, SHALL HAVE ONE BAR (MINIMUM) AT EACH SIDE OF OPENINGS. FOR OPENINGS LARGER THAN 4'-0" WIDE PROVIDE 2 BARS AT EACH SIDE OF OPENINGS. FILL ALL REINFORCED CELLS WITH 2500 P.S.I. GROUT. REINFORCING AT EDGES OF OPENINGS TO MATCH TYPICAL MASONRY REINFORCING SIZE (UNLESS NOTED OTHERWISE) AND EXTEND TO TOP OF WALL. 6. NO SPECIAL INSPECTION IS REQUIRED FOR CMU WALLS. 7. PROVIDE TRUSS TYPE REINFORCING AT 16 O.C. FOR ALL CMU WALLS UNLESS NOTED OTHERWISE. 8. GROUT SOLID ALL REINFORCED CELLS AND BOND BEAMS WITH 2500 PSf GROUT: 9. ALL REINFORCED MASONRY WALL CORNERS AND INTERSECTIONS SHALL HAVE ONF VERTICAL BAR (MINIMUM). FILL REINFORCED CELL (S) WITH 2500 PSI GROUT. REINFORCING SHALL MATCH TYPICAL MASONRY REINFORCING SIZE (UNLESS NOTED OTHERWISE) AND EXTEND TO TOP OF WALL. 10. VERTICAL WALL REINF. IN CMU SHALL BE HOOKED INTO CONT. BOND BEAM. "PERIFORM" - PRECAST LINTEL RA AN #5 RAKE JOINT AND CAULK KNOCKOUT BLOCK "PERIFORM" PRECAST L RAKE JOINT AND CAULK #5 CONT. Ln Ln r7 t-#5 CONT. PREFORMED SASH -CMU CONTROL JOINT OPTIONS 0 o C Co GD 7 o c .(z) 0� - FL o a c ,� otiLF Jy °' o UN L Q :'. w 0 z 0 F- L) 7) of 0 z 0 c� Ld w a S-5 V) J OUTSIDE AIR WALL SWITCH SECTION ¢fin 4, sn 11 M r4-- I i t� it i l� - ---- "AH - --� I a AHU-3It A II. 14X6—+- _ _ pis16X16 N-- -q 12X10 D A CD �� D I -� ,� J 16X16 \ n t I I REFERIGERANT PIPING FROM CONDENSING UNITS. }I 1OX8 r-- --- / - J �C AHU-8 1_1/2„ \ ATTIC PLAN — rE I Rh x 1 e-e- DOWNIN CEILING SPACE (TYP) I ct,h a� irk^� �2X6sp'�I��Vf im�ti�lk� r'f 4�Iia,�i m,. —�--A±R DEVICE SCHEDULE MARK TYPE I MA I FINISH ACCESSORIE MANUFACTURER MODEL REMARKS AD-1 rr TNr ALL' WHITE O.B.D. TITUS US TDC AD-2 ALU dUM WHITE - - - TIT38 3 SLOT ( AD-3 R� URfV Lul DIFFUSER ALUMINUM WHITE --- TITUS MLR-38 3 SLOT O5 AD-4 RETURN EXHAUST ALUMINUM WHITE O.B.D. TITUS 350FS AD-5 RETURN EXHAUST TRANSFER ALUMINUM WHITE --- TITUS O 35OFS AD-6 SUPPLY SLOT DIFFUSER ALUMINUM WHITE --- TITUS O3 1 SLOTCEILING ML-38 AD-7 SUPPLY ALUMINUM WHITE O.B.D. I TITUS TDC-AA �1 PROVIDE 24"x24" FACE, REFER TO DRAWING FOR NECK SIZE. O2 PROVIDE 24"x24" FACE AND FULL SIZE INSULATED PLENUM. REFER TO DRAWING FOR DUCT CONNECTION SIZE. O3 FULL 180- PATTERN CONTROLLER. ( PROVIDE 1202 FACE AND FULL SIZE INSULATED PLENUM, REFER TO DRAWING FOR DUCT CONNECTION SIZE. PROVIDE FIELD FABRICATED, ACOUSTICALLY LINED, 12 IN. DEEP PLENUM. a, OVIDE 12X12 FACE, REFER TO DWG FOR NECK SIZE. .a SPLIT SYSTEM A/C SCHEDULE AIR HANDLING UNIT DATA MARK - AHU-1 AHU-2 AHU-3 AHU-4 AHU-5 AHU-6 AHU-7 AHU-8 AREA SERVED - CHAPEL SELECTION BACK OF HOUSE FRONT STATE RMS. PREP, RM. AHU-6 AHU-1 TOTAL CAPACITY BTUH 146,600 46,500 33,800 59,800 38,800 17,200 43,400 98,000 SENSIBLE CAPACITY BTUH 89,500 27,800 26,000 43,000 27,700 13,000 22,900 56.300 SUPPLY AIR CFM 4000 1780 1100 1 1820 1000 575 575 1500 OUTSIDE AIR CFM 15000 300 150 300 200 150/575 2 575 1500 ENTERING AIR TEMP DB/WB 7/7 83/70 78/66 78/65 78/66 78/66 83/70 95/80 95/80 EXT. STATIC PRESSURE IN. H2O 1.0 1.0 0.5 0.8 0.6 L 4 0.4 0.4 HEATER K.W. 3i 9 4 4 6 4 y 7 1/2 T 0 0 MOTOR H.P. 3 1 1/2 1/4 1 1/2 3/4 1/2 1/2 ELECTRICAL V/O/Hz 208/3/60 8 208/3/60® 208/3/60 8 208/3/60 8 208/3/60 8 208/1/60 8 208/1/60 208/1/60 FILTER TYPE - FARR - 30/30 FARR - 30/30 FARR - 30/30 FARR - 30/30 FARR - 30/30 FARR - 30/30 2" METAL 2" METAL WEIGHT - 750 210 100 210 150 100 150 450 MANUFACTURER - WEATHERKING WEATHERKING WEATHERKING WEATHERKING WEATHERKING WEATHERKING WEATHERKING WEATHERKING MODEL NO. - HCH154 © VCH064 5 WBEMA-17 5 VCH064( VCH044 G WBEMA-14 5 VCA051 O5 VCA101 O CONDENSING UNIT DATA MARK - CU-1 CU-2 CU-3 CU-4 CU-5 CU-6 CU-5 CU-6 OUTDOOR TEMP. 'F 95 95 95 95 95 95 95 95 LIQUID LINE (SIZE) 11 IN. O.D. (2) 1/2 3/8 1/4 1/2 3/8 1/4 3/8 1/2 SUCTION LINE (SIZE) 11 IN. O.D. (2) 1-1/8 7/8 3/4 1-1/8 7/8 5/8 7/8 1 1/8 ELECTRICAL V/O/Hz 208/3/60 208/3/60 208/3/60 208/3/60 208/3/60 208/1/60 208/3/60 208/3/60 EER/SEER -1 9.0 10.7 10.4 9.4 10.5 10.5 10.7 10.1 MCA 1 50 21 23 28 21 13 21 55 WEIGHT LBS. 615 260 135 305 260 135 265 525 MANUFACTURER - WEATHERKING WEATHERKING WEATHERKING WEATHERKING WEATHERKING WEATHERKING N .4v - - WEATHERKING MODEL NO. - RC134 RC044 WAKEA-036 RC064 RC044 WAKEA-018 RCA051 RCA101 NOTES ® 7 0 11 12 13 7 10 11 7 0 11 t 7 10 11 1� 7 10 11 7 10 11 3 7 11 14 ®7 11' (1 PRECONDITIONED OUTSIDE AIR (AHU-8). :;... ®PROVIDE SINGLE POINT POWER CONNECTION. 0 PRECONDITIONED OUTSIDE Al- O PROVIDE MULTI -STAGE HEATER (MINIMUM OF 4 STAGES). 0 1/2" HOT GAS BY-PASS. t 10 PROVIDE FACTORY THERMOSTAT. ® 5/8" HOT GAS BY-PASS, INTERLOCK TO RUN WHEN; 11 VERIFY REFRIGERANT PIPE SIZES WITH UNIT MFG, AHU-1 IS OPERATING AT HIGH SPEED. PROVIDE INTERLOCK RELAY, FACTORY INSTALLED IN THE CONTROL PANEL. 5 VERTICLE DISCHARGE UNIT - FLOOR MOUNTED. 13 PROVIDE UNIT WITH TWO SPEED MOTOR. 6 HORIZONTAL. DISCHARGE UNIT - BASE MOUNTED, SEE DETAIL 14 PROVIDE DUCT MOUNTED THERMOSTAT. 7 APPROVED EQUALS SHALL BE CARRIER AND TRANE. UNITS SHALL ,BE OMMERCIAL GRADE AND MEET DESIGN CRITERIA LISTED ABOVE. FAN SCHEDULE MARK - EF-1 EF-2 EF-3 EF-4 EF-5 EF-6 EF-7 EF-8 EF-9 SERVICE - TOILETS CHAPEL TOILET TOILET PREP. RM. PREP. RM. EEC RM. GARAGE LOUNGE AIR QUANTITY CFM 800 1290 100 100 6 150 150 2200 200 EXT. STATIC PRESS. IN. H 0 0.5 0.5 0.375 0.375 0.5 0.375 0.375 0.375 0.375 FAN TYPE - F.C. CENTRIF. F.C. F.C. CENTRIF. CENTRIF. CENTRIF. PROP F.C. DRIVE_ - DIRECT BELT DIRECT DIRECT DIRECT BELT DIRECT DIRECT DIRECT SONES - 6.1 10.8 2.6 2.6 &0 4.1 4.2 - 4.3 MOTOR H.P./WATTS 455 1/3 76 76 1/6 1/4 1/30 1/4 120 MOTOR SPEED RPM 1085 1425 1030 1030 1140 1050 1550 1150 1000 ELECTRICAL CONTROL MANUFACTURER V/O/HZ - - 120/1/60 ® GREENHECK 120/1/60 O7 GREENHECK 120/1/60 O7 GREENHECK 120/1/60 10 GREENHECK 120/1/60 ® GREENHECK 0 1 60 >WALL SWITCH,l GREENHECK 120/1/60 THERMOSTAT GREENHECK 120/1/60 WALL SWITCH GREENHECK 120/1/60 O5 GREENHECK MODEL - CSP-162A BSO-120 SP-125 SP-125 CUE-120-B GB-70 G-70 SDE-20-24-B SP-150 NOTES ® O1 3 ® 03 7T3 ® 03 4 ® �0 777) 7771 9-7-1 ( 3 4 U PROVIDE SOLID STATE SPEED CONTROL AND INSTALL AT FAN. 07INTERLOCK WITH AHU-1. PROVIDE PREFABRICATED INSULATED ROOF CURB (SUITABLE ® INTERLOCK WITH AHU-4, FOR PITCHED ROOF) AND BIRD SCREEN. ® WALL SWITCH (VARIABLE - 3 SPEED). O3 PROVIDE FACTORY MOUNTED DISCONNECT SWITCH. ® PROVIDE BACKDRAFT DAMPER, 10 INTERLOCK WITH AHU-3. 11 PROVIDE WALL MOUNTED HOUSING, BACKDRAFT TWIST TIMER. DAMPER WITH GUARD AND MOTOR SIDEGUARD. 4YJ LOW = 450 CFM/MED = 575 CFM/HIGH = 700 CFM. w mow rc Qoa Fda:) Qom i; wo �4M J M aFm Utz r Q Q� Lj o w � z I: _ F_ v coQ w w m � NCONN �n0')0-) <NN cn O 00 00 2 O N N J C) CoaQ)u L U U C) F � ~ Q 0) O N F- LU in z O Ir F— z o O Z 4 U Z yj O uj a Lu W d rn M a a Q a> C 0 U_ Q) Q Cn � U � H z a cn Y J Yj in u = U o c N o a vi LLJ O � --j n L i LLJ U CD J U Q z o c <L 3 = o w o oJz� N �3 ~ Q + Z 0 o o v a cn -2 y { £1 ,L t *� y AA. P i.. iF v CEILING. SEE ARCH. ACCESS PANEL LOCAT] AN DETAIL.' �yY FYI Yi r' � n N4a _ t Y yk aA._ S�Ji'Jn; itX �i: CONDENSATE FULL SIZE WITH TRAR •SPRING VIBR TYPICAL ALL 15r r Y 9,� Ct S t ?' I iW �x1 z 4 "t }ss E S4 �}JA �Ju 3 2.'63 ay." 4Xg9 u y s � x i IN" 5-1 zZ ` n s � . fur- t t J t� t I »V 1 h r �_Gr,rvv�io vrtm rv«,nlic MAWA N MINIMUM SPACING AS REQUIREO BY CODE. ALL SOIL, WASTE, AND VENT PIPING SHALL BE SCHEDUL 0 GATE VALVES SHALL BE #125 BRONZE WITH UNION BOND * PROVIDE TRAP PRIMERS WHERE REQUIRED BY CODE. o PROVIDE CHROME PLATED STOPS AND SUPPLIES AT ALL LAVATORIES. 0 ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE 0 PENETRATIONS THROUGH FIRE -RATED ASSEMBLIES SHALL APPROVED MANNER WHICH MAINTAINS THE REQUIRED FI ASSEMBLY. A. WHERE HOLES ARE CIRCULAR, THE PENETRATION SH WITH FIRE -SEAL SMOKE AND FIRE STOP FITTINGS I O.Z. GEDNEY, LINK SEAL BY THUNDER LINE OR APP B. WHERE HOLES ARE RECTANGULAR, THE PENETRATION PROTECTED WITH DOW CORNING 3-6548, SILICONE FIRE BARRIER PENETRATION SEAL SYSTEM, OR APPf PLUMBING CONTRACTOR SHALL ARRANGE TO PAY FOR A[ LICENSES, AND INSPECTIONS AS REQUIRED BY THE CIT) • THE CONTRACTOR IS REQUIRED TO VERIFY ALL ACTUAL OF WATER AND SEWER SERVICES III wimooll *00 * om • CHROME - PLATED ESCUTCHEONS AND NIPOLEt'Off REQUI WALL PENETRATIONS. ALL PLUMBING EQUIPMENT, MATERIALS, AND WORKMANSf FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPT ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER PLU REFERENCE TO BUILDING CONSTRUCTION. PLUMBING DRA ETC.) ARE DIAGRAMATIC AND SHOULD NOT BE SCALED. COORDINATE ALL WORK UNDER THIS CONTRACT. • MAINTAIN AS -BUILT DRAWINGS, DAILY. SUBMIT TO ARC COMPLETION OF ALL WORK. NECESSARY REQUIRED PLUMBING ITEMS THAT ARE NOT DOES NOT RELIEVE THE CONTRACTOR FROM HIS RESPON COMPLETE OPERATING PLUMBING SYSTEM. • THE PLUMBING CONTRACTOR SHALL COORDINATE ALL PL TRADES THAT MAY BE AFFECTED BY HIS WORK. ALL SOIL AND WASTE PIPING SHALL HAVE A SLOPE OF OF PIPE, • FINAL WATER PIPING ROUTING SHALL BE COORDINATED • ALL WATER PIPING SHALL BE SUPPORTED RIGIDLY AND STRUCTURER. OFFSET PIPING TO AVOID STRUCTURAL ME MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. • ALL FIXTURES AND EQUIPMENT SHALL HAVE SHUT-OFF AIR SHALL BE INSTALLED IN ALL LOCATIONS ICHAMBERS 3'� ,77TT77 WALL MOuN' DELUGE HEAL 142 1" I.P.S. FUL, BALL VALVE AERATED EYE W N 9 1 1/4-I.P.S. iN 1" I.P.S. SUPPL INLET PIPE PLUGGED A BOTTOM OF TEE Lo L 1 1/2" WASTE LTEE P.S. WASTE —� CAST FLANGE WI \�I�-{J DRILLED BOLT H( HOT WATER HOT WATER RETURN I i CHECK VALVE Cv CLEAN OUT CO FLOOR CLEAN OUT FCO a6 ax ,r�xy'a `yam M ,, . CLEAN OUT WOO A FLOORWALL DRAIN FD 13 , Y s • h 1 ri wM� i�'Jp aF -,� a`+l. UNION j u1A111 6 qk ].Ifs Y r. N! y J f dA PeR��XS�}h �'rM � E r iyo�is AiTEGV VAL H `fl G `NW�,9M P. 9itc fj F w,�4 ll'� t� .h.IAf"". F .3. Fi ✓u1.4.?�y_j $ fi» it• aryng�as;E FLOOR DRAIN SCHEDULE tFA MANUFACTURER DESCRIPTION J.R. SMITH NO.2005-B-P PB-6" ROUND STRAINER CAST IRON BODY, POLISHED BRONZE STRAINER W/TRAP PRIMER CONNECTION. FD-B J.R. SMITH NO. 2210 CAST IRON BODY -SAFE -SET BRACKET TRAP PRIMER CONNECTION POLISHED BRONZE GRATE 8 1/2" ROUND WITH SEDIMENT BUCKET. (VERIFY EXACT LOCATION_WIT OWNER) Jimmas - ll, i 1 1/2" NP /INSIDE TH SLIDE MIAMI 'v,? $ �' -e t "x y lew xs�'k ✓I y �*$, < e Fv '4 •M� Ord Ap 9d m9"p� a� `45 Ned MI 1At xb� i' � � A s' J •• •� e � �� 5 RR ry T$ i s `" 'V k'TMC dW f'.� � k � b ��y I �.k xFW V-�l'GRA� • • a.. • • • ,. s�'^Y waElia'w z,. a�'s � °3a`�F..i mfnT, s n _ � � I k'^ro,j j{N� "�a • • � v.M1'$'A' Fi` r 1 , CkB „',�[f r.R�tp; 5 Mew i-x • a + wY ,r yt f � a r ' WAY CLEANOUT DET/ TO SCALE rloT [4!�-,E-P 4NilC, FIXTURE AND PIPE SIZING SCHEDULE 4 MARK FIXTUID' WATER C ,.1_ HOT DESCRIPTION P-1 ,, ,! "CAN STANDARD CADET II AQUAMETER NO. 2216.143, VITREOUS CHINA, ELONGATED BARRIER FREE SHOWN SIPHON ACTION REVERSE 'TRAP BOWL, 18" HIGH, CLOSE -COUPLED FLUSHOMETER TANK, FLOOR MOUNTED ON 1.6 GPF, OLSONITE NO. 95SS OPEN FRONT SEAT LESS COVER, STAINLESS STEEL CHECK PLANS HINGE. P-113 WATER CLOSET 4" 1/2" _ AMERICAN STANDARD CADET II AQUAMETER NO. 2174.SER, VITREOUS CHINA, ELONGATED FLOOR MOUNTED SIPHON ACTION REVERSE TRAP BOWL, 14" HIGH, CLOSE -COUPLED FLUSHOMETER TANK, 1.6 GPF, OLSONITE NO. 95SS OPEN FRONT SEAT LESS COVER, STAINLESS STEEL CHECK HINGE. P-2 LAVATORY 1 1/4" 1/2" 1/2" AMERICAN STANDARD "WHEELCHAIR LAVATORY "9140.013 - 27 X 20 VITREOUS CHINA, WITH FAUCET HOLES ON 12" CENTER FRONT OVERFLOW, FOR CONCEALED ARM SUPPORT WITH FLOOR TYPE CARRIER, FITTING # 2238.129 HERITAGE LAV. FAUCET W/ 4" WRIST BLADE HANDLE. # 7723.018 DRAIN ASSEMBLY, 1 1/4" TAIL PIECE. SUPPLY 170 - McGUIRE SUPPLY TO WALL 1/2" SWEAT, TUBE, WALL ESCUTCHEON WHEEL HANDLE STOP, FLEXIBLE 3/8"O.D. 12" RISER, C.P. TRAP 8872 - McGUIRE 1 1/4" X 1 1/4" P-TRAP WITH CAST BRASS NUTS AND CLEAN OUT PLUG, INSULATE TRAP DRAIN & HW W/NO. 2000 ARMAFLEX MITERED W/TAPE (SUPPLY WITH FAUCET FLOW CONTROL AT .5 GPM). P-213 LAVATORY 1 1/2" 1/2" 1/2" AMERICAN STANDARD AQUALYN NO. 0476.028 20X17 OVAL VITREOUS CHINA SELF RIMM- COUNTER ING LAVATORY-AMERICAN STANDARD NO. 2385.130 VANDAL RESISTANT LAVATORY FAUCE MOUNTED LONG METAL LEVER HANDLE W/CAST BRASS GRID STRAINER DRAIN 1/2 GPM FLOW DEVICE -NO. 8872 McGUIRE P-TRAP NO. 170 STOP & SUPPLY CONNECT AS REQUIRED. P-3 URINAL 2" 3/4" - AMERICAN STANDARD "ALLBROOK" NO. 6540.017 VITREOUS CHINA - 1.5 GPF, WALL BARRIER HANGER - NO. 186-1 SLOAN ROYAL FLUSH VALVE - 14" WALL TO FLARE, MOUNTED 17" FREE ABOVE FINISHED FLOOR TO LIP. P-4 E7EC OASIS OPLF8WMD WALL MOUNT, WHEELCHAIR ACC PADS WATER COOLER SANDSTONE ON VINYL CABINET. 7.8 GPM BARRIER FREE 1 5 HP 6:0 AM P-5 SINK 1 1/2' ELKAY "LK-2519" LUSTERTONE COUNTER -TOP TYPE, SINGLE COMPARTMENT SINK 18 GA. 1/2" 1/2" COUNTER 302 STAINLESS STEEL, FAUCET PUNCHING REQUIRED (2) HOLE FAUCET DECK MOUNTED MOUNTED LK-4102 WITH LK-9 STRAINER. AND McGUIRE 170 SUPPLY W/WHEEL HANDLE LOUNGE STOP, C.P. P-TRAP 8872 W/CAST BRASS NUTS AND CLEAN OUT PLUG. ( SUPPLY WITH FAUCET FLOW CONTROL AT 2.0 GPM ) P-6 SERVICE 3" 1/2" 1/2" AMERICAN STANDARD 7740.020 "FLORWELL" FLOOR MOUNTED, ACID RESISTING SINK ENAMELED CAST IRON CORNER MODEL. WITH 8341.075 FAUCET, VACUUM BREAKER & STOPS, 7721.038 DRAIN WITH STRAINER AND SOCKET.7745.011 VINYL COATED RIM GUARD. PROVIDE MOP HANGER FOR (4) MOPS. ( SUPPLY WITH FAUCET FLOW CONTROL AT 2.0 GPM ) P-7 CLINIC 4" 1 1/4" AMERICAN STANDARD NO. 9504.010 VITREOUS CHINA SERVICE SINK, FLOOR MOUNTED, (3 SERVICE NO. 7832.017 RIM GUARDS, NO. 37640.02 STRAINER SLOAN ROYAL NO. 1171-10 FLUSH SINK VALVE, CHICAGO FAUCET NO.814 FLUSHING RIM SINK FITTING WITH L88VB SWING SPOUT E-7 TEN AND SERRATION LAB HOSE NOZZEL, PROVIDE 14"x28%10" HIGH TERRAZZO BASE 1/2" 1/2" 2.2 GPM FLOW CONTROL. P-7A SINK 1 1/2" 1/2" 1/2" ELKAY #LR-2219 LUSTERSTONE-3HOLE STAINLESS STEEL SINK -SELF RIM COUNTER STAINLESS MOUNTED CHICAGO FAUCET NO. 786-E3 HI-LITE FAUCET W/#317 4" WRIST BLADE STEEL HANDLES-GN-2A-H13 RIGID/SWING GOOSENECK & LK--35 CUP STRAINER 1 1/2" CHROME COUNTER PLATED CAST BRASS P-TRAP W/CLEANOUT, PROVIDE CHICAGO NO. 892 VACUUM BREAKE MOUNTED PROVIDE McGUIRE NO. 170 SUPPLY AND STOP 2.2 GPM FLOW CONTROL. P-8 HOSE - 3/4" - CHICAGO FAUCET NO. 998-VACUUM BREAKER 3/4" HOSE THREAD OUTLET -LOCK SHIELD BIBB CAP-293-6 REMOVABLE TEE HANDLE-3/4" FLANGED FEMALE INLET -DRAIN PLUG ROUGH EXTERIOR CHROME PLATE. P-9 TRAP PRIMER 1/2" - ZURN-Z-1022-RUN 1/2" COPPER TRAP PRIMER PIPING TO ALL FLOOR DRAINS AS REQUIRED. (NO JOINTS) P-10 EMERGENCY 1 1/2" 1/2" - PIERCE CHEMICAL/ ROYAL BOND EYEWASH NO. 9154 EYE WASH SUPPLIED BY OWNER & INSTALLED BY CONTRACTOR - 1/2" IPS FEMALE INLET COLD WATER SUPPLY ONLY. (VERIFY EXACT LOCATION WITH OWNER) P-11 EMERGENCY - 1" - PIERCE CHEMICAL/ ROYAL BOND WALL MOUNTED DRENCH SHOWER UNIT NO. 9155, SHOWER SUPPLIED BY OWNER & INSTALLED BY CONTRACTOR - 1" IPS INLET, COLD WATER UNIT SUPPLY ONLY. (VERIFY EXACT LOCATION WITH OWNER) P-12 SINGLE _ 3/4" - CHICAGO FAUCET #15 SINGLE SINK FITTING W/NO. 317 WRIST BLADE HANDLE-3/4" HOSE SINK THREAD OUTLET 3/4" VALVED COLD WATER SUPPLY. PROVIDE #E27-3/4" BACKFLOW FITTING PREVENTOR. FAUCET INSTALLATION SHALL NOT INTERFERE WITH OPERATION OF HANDLES. P-13 HOSE - 3/4" - PIERCE CHEMICAL/ ROYAL BOND NO. 6316, HYDRO ASPERATOR WITH 1"X 36" CLEAR 36" - LONG HYDRO SPLASH TUBING. SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. DOMESTIC 2" 1/2 1/2" WASHER BY OTHERS. CONTRACTOR SHALL FURNISH & INSTALL GUY GREY LAUNDRY WASHER MATE. INSTALL FLUSH IN WALL. PP-14j CONNECTION5 ELECTRIC - - 1" 1" LOCHINVAR NO. ETA082KK, (2) 4500W. SIMULTANEOUS HEATING ELEMENTS, 208V-30, WATER 80 GALLON TANK CAPICITY HEATER ..vv. end. w a .#:, �'. rye y. �° . .."^rs'°�. ak,. a';"" e.v.r °:i,'H• .. �� — �• LV •��A . ..^la l'.u.TTa'vav rx�' 4 UNIONr INSULATE ALL AROUND FOR INSULATED PIPING PAINT EXPOSED INSUL.- PACK WITH CP 25 CAULK OR TY 303 PUTTY ROOF' SOLDER ALL AROUND —RING CLAMP -PAINT WITH ASPHALTUM BEFORE ASSEMBLY BA SE FLASHTP.i PIPE SLEEVE PIPE SLEEVE THRU I NOT TO SCALE /g/i ,> .wk. �Zw , m�F Ea w zoF �<Z w r 'ms ow a J T3< N 3wp }or, J , 'ui° yZQ Zr U D_ c) O Cn Cn L 0000 V)cnNN (,;:DIn n > � l 0 00 00 L Q.i + O N N C Li U � C3 Q to O- N U d Q (� O I N m rii Q- .1. 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Polls Inon 1 IITAI"IV L AVI" WW IIn IAIIII IEIPa". ," Wks, 0 V II4, AliIAIA-3 I I A �� ONE IIIAAIAIIIIAIIinAAIITIIII AD WALL MOUNTED LIGHTIN E=A i X 4 FLUORESCENT FIXTUF: .i O CEILING OUTLET FOR INCANDESCENT FIXTURE, LETTER INDICATES TYPE. ® FIXTURE UNSWITCHED FOR NIGHT LIGHT �A 2 X 4 FLUORESCENT FIXTURE, LETTER INDICATES TYPi Q I FLUORESCENT STRIP FIXTURE, LETTER INDICATES TYPE Z� EXIT LIGHT WITH INDICATING ARROW WALL OUTLET FOR EXIT LIGHT FIXTURE BATTERY POWERED EMERGENCY LIGHTING UNIT S SINGLE POLE SWITCH S 3 THREE WAY SWITCH Sp SINGLE POLE SWITCH WITH PILOT LIGHT D DIMMER, LUTRON DV-60OP- WH UNLESS OTHERWISE SPECIFIED DUPLEX RECEPTACLE Wp GFI GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE WITH WEATHERPROOF COVERPLATE DUPLEX RECEPTACLE TWO (2) DUPLEX RECEPTACLES IN COMMON BOX. TWO (2) DUPLEX RECEPTACLES IN COMMON BOX. 0 OUTLET FOR CRT DATA CABLE. EXTEND 3/4" EMPTY CONDUIT INTO CEILING SPACE AND TERMINATE WITH INSULATING BUSHING FLOOR OUTLET WITH DUPLEX RECEPTACLE ® FLOOR TELEPHONE OUTLET. EXTEND 3/4" EMPTY CONDUIT INTO CEILING SPA AND TERMINATE WITH INSULATING BUSHING TELEPHONE OUTLET. EXTEND 3/4" EMPTY CONDUIT INTO CEILING SPACE AND TERMINATE WITH INSULATING BUSHING TELEPHONE OUTLET. EXTEND 3/4" EMPTY CONDUIT INTO CEILING SPACE AND TERMINATE WITH INSULATING BUSHING �p PAY TELEPHONE OUTLET. EXTEND 3/4" EMPTY CONDUIT INTO CEILING SPACE AND TERMINATE WITH INSULATING BUSHING SCA = 39,200 AIC = 42,000 —� PANEL 'MDR' 120/208V., 30,4W. POWER COMPANY PAD MOUNTED TRANSFORMER 48,828 SCA AVAILABLE \ ONE LINE DIAGRAM NOTES: O1 ELECTRIC METER BY POWER CO. SEE DRAWING E-3 FOR LOCATION. O2 1" EMPTY CONDUIT. O3 2 RUNS OF 4-350MCM -3"C. O4 NO 2/0 GROUNDING CONDUCTOR. O5 COPPER GROUND ROD 5/8"x10' -TYP. OF 3 © METALLIC COLD WATER PIPE. (D 4 NO. 1/0, 1 NO. 6 E.G. - 2"C. ® 4 NO. 2, 1 NO. 6 E.G. - 1 1/2"C. -.,�-•-,_--�..--�„-- 4 NO. 4/0, 1 NO. 4 E.G. - 2 1/2" C. EG NEU SO, 'D' CLASS 6671 SURGE ARRESTOR ,AL SYMBOL».: .HEDULE SCHEDULE iIXTURE SCHEDULE SEE FIXTURE SCHEDULE SEE FIXTURE SCHEDULE SEE FIXTURE SCHEDULE SEE FIXTURE SCHEDULE SEE FIXTURE SCHEDULE M H. 7'-6" TO TOP M.H. 48" TO TOP M.H. 48" TO TOP M.H. 48" TO TOP M.H. 48" TO TOP M.H. 18" TO CENTERLINE M.H. 18" TO CENTERLINE MOUNTED ABOVE COUNTER OR AS NOTED M.H. 18" TO CENTERLINE MOUNTED ABOVE COUNTER OR AS NOTED M.H. 18" TO CENTERLINE FLUSH CE FLUSH M.H. 18" TO CENTERLINE MOUNTED PIBOVE COUNTER OR AS NOTED M.H. 48" TO CENTERLINE PANEL 'A 10' MIN. (TYPICAL) POWER -ONE LINE DIAGRAM N.T.S. SYMBOL L FIRE Ai Aga± �. —_ MOUNTING 80 INCHES ABOVE FLOOR OR 6 INCHES BELOW CEILING, WHICHEVER IS LOWER s FIRE ALARM DUC1 n.+. - s A DUCT SD 'R' DENOTES IN RE ' O SMOKE DETECTOR CEILING H FIRE ALARM THERMAL DETECTOR, 140 DEG. UNLESS OTHERWISE NOTED CEILING i so• ❑F FIRE ALARM MANUAL STATION M.H. 48" TO TOP a FAN OR AIR HANDLER SHUTDOWN RELAY ADJACENT TO EQUIPMENT WITHIN 3 FEET -� "'•-"`"""y'`' ` �� MOUNT FLASHING LIGHT AT F FIRE ALARM SIGNAL HORN WITH FLASHING LIGHT 80IINCHES G OR BABOVECEILINFLOO WHICHEVER IS LOWER -- END -OF -LINE SUPERVISORY RESISTOR J.B. OF DEVICE SHOWN OMOTOR, NUMERAL INDICATES HORSEPOWER BY OTHER DIVISION G� COMBINATION MAGNETIC MOTOR STARTER SEE SPECIFICATIONS r NON -FUSIBLE SAFETY SWITCH SEE SPECIFICATIONS jjjN1 FUSIBLE SAFETY SWITCH SEE SPECIFICATIONS ® POWER PANELBOARD, VOLTAGE AS NOTED M.H 6'-6" MAX. TO TOP LIGHTING PANELBOARD M.H. 6'-6" MAX. TO TOP TTa TELEPHONE PLYWOOD BOARD (4'x8'x3/4") ® PAINT WITH GREY FIRE RETARDANT PAINT A FIRE ALARM SYSTEM MAIN CONTROL PANEL M.H. 6'-6" TO TOP FIRE ALARM REMOTE ANNUNCIATOR PANEL M.H. 6'-0" TO TOP RACEWAY CONCEALED IN WALL OR CEILINGS SEE SPECIFICATIONS \ RACEWAY CONCEALED UNDER FLOOR OR BELOW GRADE SEE SPECIFICATIONS - — — - RACEWAY EXPOSED ON WALL OR CEILING SEE SPECIFICATIONS HOMERUN TO PANEL, LETTERS INDICATE PANEL, NUMBERS INDICATE CIRCUIT. SEE SPECIFICATIONS NOTE: ANY CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES A TWO WIRE L,A 1'3 CIRCUIT. A GREATER NUMBER OF WIRES IS INDICATED AS SHOWN: (3 WIRES & EQUIPMENT GROUND), (4 WIRES & EQUIPMENT GROUND), ETC. ouP RACEWAY RISER, UP OR DOWN AS NOTED i SEE SPECIFICATIONS PANEL I I PACD EL I I PANEL ✓`".._ LOAD SUMMARY VA �. i J LIGHTING ® 125% 41,200 j1 RECEPTACLES 1ST 10,000 CAD 100% 10,000 REMAINDER 0 50% 11,800 *HVAC ® 100% 74,300 MISC. EQUIPMENT 0 100% 14,000 TOTAL 151,300 *COOLING IS LARGEST FIXTURE SCHEDULE SYMBOL DESCRIPTION VOLTAGE LAMPS MOUNTING DAY-BRITE NO. 2TG-440-21D-ESB-GLR (4) F40 T-12 RECESSED A 120 CW LAY -IN DAY-BRITE NO. 2TG-240-21D-ESB-GLR (2) F40 T-12 RECESSED 120 CW LAY -IN DAYBRITE NO. 2TG- 340-21D-ESB-GLR (3) F40 T-12 RECESSED �, 20 CW LAY -IN CAPRI NO. PR100ICX-R121C (1) 60W; A-19 RECESSED D 2G INCANDESCENT CEILING EMERGI-LITE NO. WSMX34R WITH FIXTURE WALL MOUNT E 120 ARROWS AS INDICATED WALL SURFACE DABBCO NO. 4801- WH (1) F26 PLC MOUNTING HT. F MOUNT AS DOWNLIGHT 120 41K 6'-0" A.F.F. TO BOTTOM DABBCO NO. 5181-WA-PB-30" O.A.L. (3) 75W, A-19 SUSPENDED G 20 125V. INCAND. FROM CEILING DABBCO NO. 5181-WA-PB-48" O.A.L. (3) 75W, A-19 SUSPENDED G1 120 125V. INCAND. FROM CEILING CAPRI NO. MHR10/100-RMA100MCLR-FS (1) 10OW; M.H. RECESSED H 20 41K DABBCO NO. 5182-WA-BL-MOD3-PLC26-AC-DL-30" O.A.L. (4) F26, DTT SUSPENDED J 120 41K FROM CEILING DABBCO NO. 5183-WA-BL-MOD3-PLC26-AC-DL-48" O.A.L. (4) F26, DTT SUSPENDED J� 120 41K FROM CEILING DABBCO NO. 5187-WA-PB-48" O.A.L. (6) 100W , A-19 SUSPENDED K 20 125V. INCAND. FROM CEILING CAPRI NO. PR100ICX-RMS40CLR (1) 90 - PAR 38 RECESSED L 120 CAP/FL-130V. DOWNLIGHT DAY-BRITE N0. T240-GLR-ESB (2) F40; T-12 CEILING SURFACE M 20 CW BEHIND SOFFIT DAY-BRITE NO. T230-GLR-ESB (2) F30; T-12 CEILING SURFACE N 120 CW BEHIND SOFFIT DABBCO NO. 3752-WA-PB (2) 100W., A-19 CEILING P 20 125V. INCAND. SURFACE CAPRI NO. PR100-ICX-RM48 WITH WHITE BAFFLE (1) 75W. - R30 RECESSED Q 120 EYEBALL DABBCO NO. 4646-WA-WP (1) 75W; A-19 6'-0" A.F.F. R MOUNT AS UPLIGHT 120 125V INCAND. TO BOTTOM DAY-BRITE NO. AW-142-ESB (2) F40 T-12 SURFACE S 20 CW DAY-BRITE NO. PGS325P18S24-ESB-GLR F40: T-12 RECESSED T -0 W LAY -IN DABBCO NO. 8145-BROWN (1) 22W PLC WEATHER-PROOF U 2^ 41K BOX FLUSH WITH GRADE EMCO NO. ECA-18-1-3H-40OMH-208-BZ (1) 40OW MH jA 208 41K EMCO NO. ECA-18-1-FM-40OMH-208-BZ (1) 40OW MH S 41K (D208 BETA NO. 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I; -a:. 1DIMMERS SHALL BE LUTRONNOVA T WHITEi ;. ; �<,. .x \ 2. PULL SEPERATE NEUTRAL TO EACH DIMMER <� r } ^� Fy a. s �r .p� �i1F fl �w I r> ' 4 wt h I' I r' } I\ 0-) N 00(Y)0 NCONN O i a + aZ0 z� ° C owa, 000 > r c U _ Z Z..O U , ° J L C z .. W W m Z W L -Y-� _� _ ° NIWo � �_� U VyubW<� z — p I WVIZ °m°W _C Q!� pf— J a�oa L V C� W Jz0 N C 4 a�}f0 l W W W I <, O �\ W N O E Zr-, Ya4 JOD° z a WZa �^ W<J a M,mw WiE,w F UJR 0111 F ON 0 � 1 cc U7 rj ..r ,� DC m • v w b Li Cs. of .5c � � F I O M co Z UD �Inll w �y [may z N m N N N W U) Z 0 U Cc E— U) Z n z z 0 o o ~ z V a W a M N N U) H Q LLJ � U Y C U � c 0 0 a� C O V_ a I z a- CDC cr 3 Q O 0 L -C-0 H Q N (D -� cn o N< C) � O O Q (n C t Y 1 t � T.:.e •IZ ,i B J' a i i i b s mr.e� I 2A, 2B, NOTE_ CONDUIT WITH PULL CORDS, AND DEVICE BOXES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. FIRE ALARM SYSTEM PANEL, DEVICES AND WIRING BY OTHERS. COORDINATE SIZE AND TYPE OF DEVICE BOXES WITH FIRE ALARM SYSTEM PROVIDER. g�S; • 1 a�A o- r• �= s xm.:�xacretw"xax 31n 3i f _ wl•1 �yA 2T 4 AH AHU #6 AHIU #7 SDS j\p D YI t�A,D I I �\ 7A,D / \ AHU #5 "a ` 7A,D SD R AHU #8 _ 7 5 2A �[ 6A,D 3A'D��� AHU #4 AHU j(P S �DSSA,D 4A,D AHU #1 AT PLAN jjjiSCALE: 1/8"=1'-O" I" 0 a x zw� � azi�j �'OF 0Q coo w as U (\ zH..o `;9w WDz W z qrc€ F �QZ W U ,02 0w a�ad IWI jZD La<0 LL <WOJ pw m UT4w Z F w C( 0 ¢0 z�..M Y 0 1 FWI`j F0 W'IZ< 0 Z 5 _ Fo n orwo 0 < y U(¢ wwU� �w LL< <U -N0)(N 0O(a)O> (NCDN(N O Q)nCT) 0) ��0000 NN n_n > 00000 Q-E .. O N N E O 0- ^OQcn iE Q N� lrnrnL VI I \ N C�2 u7 O> � CO G"J Ln C7 m b �4 b cz �y M v4 dcn O c'J ra m ,Ilnil w II�III�� F y� i Q \ Lo Q \ T N a i LL 1� W'^ ' V/ Z 1 I U Z U) z U E: z t= a o N S cc W w z a cb \ M O Z a � 0 O c Y U c U o N Z � J .3 m -c Q o c ¢ 3 Q L' c o n o 0 N Q) Q¢O 4 ,r, y` a A Y V � 1 f Y Yt t dY x k• r� a ,. 4, x t. r, 1 4 fF � n ri 4 k i. PANEL ' C ' CIRCUIT BREAKER TYPE 120 208 V., 3 PH., 4 W. CKT. NO. OF TRIP VOLT LOAD CKT. NO. OF TRIP VOLT - NO. POLES AMP AMPS - ` NO. POLES AMPS AMPS 1 3 40 (oo5c SUBMERSIBLE 5 HP PUMP 2 1 20 455 EF - 1 2 - - - 4 1 20 510 EF - 5 -- , ` _. -,. ...... �' _ .., _ ..,` 6 1 20 830 EF - 2 + 3 3 3 25 6100 AHU -2 8 1 20 120 1 EF - 9 10 1 20 200 EF - 7 12 1 20 670 EF - 6 5 3 20 4500 AHU -3 14 1 20 100 EF - 4 16 1 20 800 SPARE 18 1 20 670 EF - 8 7 3 30 8300 AHU -4 20 1 20 SPACE 22 1 20 SPACE 24 1 20 SPACE 9 3 20 5100 AHU -5 26 1 20 SPACE - - - - 28 1 20 SPACE -_ - - 30 1 20 SPACE 11 2 50 4000 AHU -6 32 1 20 SPACE 2 - - - 4000 _ / 34 1 20 SPACE 13 2 15 550 AHU -7 36 1 20 SPACE - - - 550 38 1 20 SPACE 15 2 15 550 AHU -8 40 2 30 2500 DRYER 42 - - 2500 1 ALL BREAKERS SHALL HAVE A MINIMUM OF 10,000 A.I.C. SYMMETRICAL AT 240 VOLTS PANEL B C;IRCUIT BREAKER TYPE I^40 08 V., 3 PH., 4 W. 225A. M.L.O. CKT. NO. NO. OF POLES TRIP AMPS VOLT AMPS LOAD CKT. NO. OF TRIP VOLT NO. POLES AMPS AMPS LOAD 1 1 20 800 RECEPT. -ELECT. RM.,STORAGE #3 2 1 20 800 RECEPT. -AH. CONTAINER, HALL #3 3 1 20 800 RECEPT. -PREP RM. 4 1 20 800 RECEPT. -MANAGER 5 1 20 800 RECEPT. -DRESSING 6 1 20 800 RECEPT. -MANAGER 7 1 20 800 RECEPT. -GARAGE 8 1 20 800 1 RECEPT. -LOUNGE #1 9 1 20 800 RECEPT. -GARAGE DOOR OPENER 10 1 20 800 RECEPT. -LOUNGE #1, VAULT 11 1 20 800 RECEPT. -WASHER 12 1 20 800 RECEPT. -OFFICE #2 13 1 20 800 RECEPT. -STORAGE #2, HALL #2 14 1 20 800 RECEPT. -RECEPT. 15 1 20 800 RECEPT. -STATEROOM #1 16 1 20 800 RECEPT. -OFFICE #1 17 1 20 800 RECEPT. -STATEROOM #2 18 1 20 .800 RECEPT. -WORK RM., HALL #1 19 1 20 800 RECEPT.-ARRANEMENT #1 20 1 20 800 RECEPT. -FLORAL, SND. LCK., TOIL #1 21 1 20 800 RECEPT. -HALL #6 22 1 20 800 RECEPT. -LOUNGE #2 23 1 20 800 RECE T. -MENS, WOMENS, LOBBY 24 1 20 800 RECEPT. -LOUNGE #2 25 1 1 20 800 1 RECEPT. -MUSIC 26 1 20 800 RECEPT. -ARRANGEMENT #2 27 1 20 800 RECEPT. -MUSIC 28 1 20 800 RECEPT. -CHAPEL, CHAPEL VESTIBULE 29 1 20 800 RECEPT. -CHAPEL 30 1 20 800 RECEPT. -CHAPEL VESTIBULE 31 1 20 800 FACP 32 1 20 800 RECEPT. -CHAPEL, LOUNGE #3 33 1 20 800 RECEPT. -SELECTION RM 34 1 20 800 RECEPT. -FAMILY, TOILET #2 35 1 20 800 RECEPT. -SELECTION RM 36 1 20 400 RECEPT. -ATTIC AHU'S 37 1 20 800 SPARE 1 38 1 20 800 SPARE 39 1 20 800 SPARE 40 1 20 800 SPARE 41 1 20 800 SPARE 42 1 20 800 SPARE oi ALL BREAKERS SHALL HAVE A INIMUM OFIi' A.LC. SYMMETRICAL AT 240 VOLTS „ 5 225A. M.L.O. LOAD PANEL *` " � I'tIRCUIT BREAKER TYPE 120 / 208 V., 3 PH., 4 W. tE CKT. N0. OF TRIP VOLT LOAD CKT. N0. OF TRIP VOLT N0. POLES AMPS AMPS NO. POLES AMPS AMPS 1 1 20 1000 WALK - IN COOLER FAN 2 1 3 60 12200 CU-8 3 1 20 1000 WALK - IN COOLER COND. - - - - 5 1 20 300 HOT WATER CIRC PUMP - - - - 7 1 20 800 SPARE 4 3 30 6300 CU-2 9 1 20 800 CPARE - - - - 11 1 20 800 SPARE - - - - 13 1 20 800 SPARE 6 3 25 4600 CU-3 ��� 15 1 20 800 SPARE - - - - 17 1 20 800 SPARE - - - - 19 1 20 800 SPARE 8 3 45 8200 CU-4 21 1 20 800 ;PARE - - - - � 23 1 20 800 SPARE - - - - 25 1 20 800 SPARE 10 3 30 6300 CU-5 27 1 20 800 SPARE - - - - 29 1 20 800 SPARE - - - - 31 1 20 800 SPARE 12 3 30 6300 CU-7 33 2 15 1000 OU - 6 - - - 1000 - - - - c -- 35 3 35 9000 ELECTRIC WATER HEATER 14 1 - - SPACE - - - - 9 KW 16 1 - - SPACE - - - - 18 J - - - SPACE AJa}�wBREAKEl, SHALL HAVE A MINIMUM OF 10,000 A.I.C. SYM AL AT 240 VOLTS '. r � Ji �F 225A. M.L.O. LOAD ' 600A. MAIN CIRCUIT BREAKER PANEL M D P CIRCU TYPE 120 / 208 V., 3 PH., 4 W. CKT. NO, OF TRIP VOLT LOAD CKT. NO. OF TRIP VOLT LOAD NO. POLES AMPS AMPS NO. POLES AMPS AMPS 1 3 150 29400 PANEL 'A' 2 3 100 21800 PANEL 'B' 3 3 225 441120 PANEL 'C' 4 3 225 53300 PANEL 'D' ' 5 3 125 34900 AHU-1 6 3 80 16100 CU-1 7 3 225 SPACE 8 3 225 SPACE ALL BREAKERS SHALL HAVE A MINIMUM OF 42,000 A.I.C. SYMMETRICAL AT 240 VOLTS TH BRANCH CIRCUIT BREAKERS OF PANEL BEING FED. AA A 0 NQ0NN ' w nmm �n • r— r-- 2 w � � � a°u cn�D000 Z Z � Ivy nr� in >_ yWry 2°Qa S_'0W w,Z° Z� o L . �a �� � W DZw �• O O _ Q)� iwmi 1 u mow a.(aa C> L Q C) O W jZJ Q �QNm 0O WF,_ f ww W�w \ :w'o N oya� J� wa3m z 4N$a OZmh o n f wfW 0amO ua �oJa waa oaaz r-mau Z c O 5 a ly i OuJ a o Z O w U0 r cc: W a I w_ 0 =a J � Z Li LL Z � v V) d w w cn (2 o _> U N O L Al- AMR, lse I 11 Q ,�..� k�yYg � k k � � s ) 9 r 1 I R. a I s r r a (EXISTING HILL TRIAL GARDENS N `Q 339 SB FUNERAL HOME ` (11,950 SQ.FT.) r PANEL z Q 2 '1r� / Q 4 ' _ i F 40 40 SA © F i r �r I rr fip ,.°p" SA o�40 6` 2 ' O — 40 r • II � I .a: � h ----� ----------- ---__--_-___T__ I .:. 4 aiq" $� r r 1 .n + ty AREA PLAN - ELECTRICAL SCALE: 1" = 30' PLAN NORTH 0 I N ON77 ALL CONCRETE WORK AND — REINFORCING SHALL BE BY GENERAL CONTRACTOR POLE MOUNT NOT TO SCALE , CONTRACTOR TO AND FUSES WITI ° mw Z� 40 °<<1- NOTES: wwoa °oum O FIXTURE 'SC' TO BE AIMED TO ILLUMINATE CHAPEL ENTRANCE. wo`o ° N0. 8 E.G. 1" C. w9z 2 2 NO. 6, 1 w 33 2 NO 10, 1 NO. 10 E.G 1/2" C. <,�o Q1 ® 2 N0. 4, 2 N0. 10, 1 N0. 8 E.G. - 1 1/2" C. (NO. 10� u2<= CONDUCTORS ARE FOR SIGN LIGHTING CIRCUIT)ow 1 O5 FIXTURE SC' TO BE AIMED TO ILLUMINATE LOBBY ENTRANCE.' w;Z; 2 Qj © 2 N0. 8, 1 N0. 10 E.G. - 1" C ,. ffiwZa _ ,...�... ^_. . W � W 2 1 O7 CONNECTION TO PUMP STATION, 3 NO. 10, 1 NO. 10 E.G. - 3/4"C. �5u� VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS WITH ° m° CIVIL ENGINEER / LANDSCAPE ARCHITECT.. r� " 2 O 2 N0. 4, 1 NO 8 E.G 1" C. 4mZ< ° Fn w<jn m,mOw €wl< ..,.....__...�, o a < x GENERAL NOTE: 1 1. CONTRACTOR TO VERIFY EXACT LOCATION OF SIGN AND SIGN , LIGHTING FIXTURES TYPE IV', 4-40" x 1" ANCHOR BOLTS #3 REINFORCING TIES 12" ON CENTER FINISH GRADE — — — #6 BARE GROUND WIRE CADWELD CONNECTION (BOTH ENDS) 3/4" COPPER WELD 1 GROUND ROD (LIGHTNING PROTECTION PVC CONDUIT -0" DIA �— 4-#8 VERTICAL REINFORCED BARS MURE WITH CONCRETE BASE INSTALL �y,y�iW :a.rfWk LIJ =a G� J H W OZ U U7 Q W W cj:�m U J0w S V O L p "N0)N 000)0-) NCONN Q)n0)0-) L � <00 W �NN V) - 00 00 O a) a) C LL- U �0QM �aa) o EZ c O�h Q O O N rn � w eIZ cn CJ O� w co � F 1 N O t` m CJ m Ilulll W b b cw P (_) O z z z w 0 0 a a � O z F- i{�� occ � w W L a M 10 a N d u o Q sz- U H U W J W � I c� a O C 3 Q cy N Q p O Q N 13 �D z O Q) ~ I -r•. I p U O 6 Q n a. V)