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HomeMy WebLinkAbout7557 Gall Blvd0 w CD U w _I N N 0 03 0 N w Q m 00 0 / L_ w cn w w Ce >- n w N w Y Q Y U U 0 TAKE 5 OIL CHANGE MARKET AT ZEPHYRHILLS 7557 GALL BLVD. ZEPHYRHILLS, FL 33542 FOR: ALL WORK SHALL COMPLY WITH PREVAILING G0015S FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES PI'VIEW BAT' _ (.'IlY OF ZEPH RHIL TFICIA WILSON DEVELOPMENT GROUP ATLANTA GA APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES) (Reproduce the following data on the building plans sheet 1 or 2) Name of Project: Take 5 Oil Change Address Proposed Use: Oil Change Owner or Authorized Agent: Bill Robinson Phone # 704-370MM E-Mail biliftchildreyrobinson.com Owned By: ❑ City/County ■ Private ❑ State Code Enforcement Jurisdiction: ■ City - ■ County ❑ State Name of Jurisdiction: - LEAD DESIGN PROFESSIONAL: Childrey Robinson Associates DESIGNER FIRM NAME LICENSE# PHONE # E-MAIL Architectural Childrey Robinson Associates William L Robinson 102331 704370.6000 wyc@chikireyrobinson.com Civil Electrical Saber Engineering Richard Morrison 58458 704-373 OOIiB mm neenng.00m Fire Alarm Plumbing Saber Engineering James n 58393 704-373.0088 jd@saberengiineering.oDrin Mechanical Saber Engineering n 58393 704373-M Sprinkler -Standpipe Structural AEI Struchrral Engineers L Dean AM, Jr. 56632 704-225-W79 day &Meng.corn Retaining Walls >5 High Other 2017 EDITION OF FL CODE FOR: ■ New Construcilon ❑ Addition ❑ Upfd EXISITING: ❑ Reconstruction ❑ Repair ❑ Alteration to Shell CONSTRUCTED: (Date) ORIGINAL USE(S) (Ch. 3): RENOVATED: (Date) CURRENT USE(S) (Ch. 3): PROPOSED USE(S) (Ch. 3): BUILDING DATA Construrition Type: ❑ I -A ❑ II -A ❑ III -A ❑ IV ❑ V-A I-B ❑ II-B ❑ III-B ■ V-B Moved Construction: ■ No ❑ Yes Types: Sprinklers: ■ No ❑ Yes ❑ NFPA 13 ❑ NFPA 13R ❑ Partially Sprinldered ❑ Special Surpression Standpipes: ■ No ❑ Yes Class: ❑ I [III ❑ III L, Wet Dry Fire District: ■ No ❑ Yes (Append'a D) Flood Hazard Area: ■ No ❑ Yes Building Height 28' Feet 6" Number of Stories 1 Basement: ■ No ❑ Yes Mezzanine: ■ No ❑ Yes High Rise: IN No ❑ Yes Life Safety Plan Sheet # ( If provided): Gross Building Area (sq. ft.): FIRST BUILDING SECOND BUILDING SUB- SUB - FLOOR EXISTING NEW TOTAL EXISTING NEW TOTAL 6th Floor 51h Floor 4th Floor 3rd Floor 2nd Floor Mezzanine 1stFbor 1438 Basement TOTAL 1438 Area of Project Tenant I Alteration f Renovation: Area of Construction: 1438 - OCCUPANCY INFORMATION Primary Occupancy. Assembly ❑ AA ❑ A-2 ❑ A3 ❑ A4 ❑ A5 ❑ Business 17,, Educational Factory❑ F-1 Moderate ❑ F-2Low Hazardous H-1 Detonate ElH-2 Deflagrate ElH3 Combust ❑ H-4 Health ❑ H5 HPM Institutional - 1 ❑ 1-2 ❑ 13 ❑ I-4 1-3 Condition ❑ 1 ❑ 2 ❑ 3 ❑ 4 ❑ 5 ❑ Mercantile Residential ❑ R-1 ❑ R-2 ❑ R3 ❑ R-4 Storage ■ S-1 ❑ S-2 ❑ High -pied S-1 Special Condition: ■ Repair Garage (406.6) S-2 Special Condition - Parking Garage: ❑ Open (406.3) ❑ Enclosed (406.4) ❑ Utility and Miscellaneous Other Uses: Accessory Uses (Indicate Percentages): Incidental Uses: Special Occupancies: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 407 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412 ❑413 ❑414 111415 ❑416 ❑417 ❑418 ❑419 ❑420 ❑421 Maed Occupancy: IN No ❑ Yes Separation: Hr. Exception: ❑ Non -Separated Maed Occupancy (508.3.2) ❑ Separated Mbced Occupancy (508.3.3) Actual Area of Occupancy A + Actual Area of Occupancy _ < 1 Allowable Area of Occupancy A Allowable Area of Occupancy B - - - + - _ < 1 00 ALLOWABLE AREA AND HEIGHT CALCULATIONS EXTERIOR WALL ACTUAL LENGTH OPEN LENGTH WIDTH OF PUBLIC WAY OR OPEN SPACE NORTH 52.5 52.5 30 SOUTH52.5 52.5 30 EAST 28.5 28.5 30 WEST 28.5 28.5 30 TOTAL 162 P 162 F 30 W Increase Frontage 75 % Sprinklers WA % STORY NO. OCCUPANCY (A) BLDG. AREA PER STORY (ACTUAL) (B) TABLE 503 5 AREA (C) AREA FOR FRONTAGE INCREASE' (D) AREA FOR SPRINKLER INCREASE' (E) ALLOWABLE AREA OR UNLIMITED' Ratio of Actual / Allowable (F) MAXIMUM BUILDING AREA Serration Rating Required 1 OIL CHANGE 1 S-1 1438 9,000 6,750 NA 15,750 A 15,750 NA ' Open Space area increases from Section 506.2 are computed thus: a. Perimeter which fronts a public way or open space having 20 feet minimum with = 162 (F) b. Total Bullding Perimeter =162 (P) c. Ratio (F/P) = 1 (F/P) d. W = Minimum width of public way = 30 (W) e. Percent of frontage increase f I =100 [F/P - 0.251 x W/30 = 75 (%) 2 The sprinkler increase per Section 506.3 is as follows: a. Multi -story building I s 200 percent b. Single story building I e 300 percent ' Unlimited area applicable under conditions of Sections Group B, F, M, S, A3, Ad, (507); Group A motion picture (507.10); covered mall buildings (402.6); and H-2 aircraft paint hangers (507,8). r Maxdmum Building Area =total number of stories in the building x E (506.4). 5 The maximum area of parking garages must comply with 406.3.5. The maximum area of air traffic control towers must comply with 412.1.2. ALLOWABLE HEIGHT ALLOWABLE (TABLE 503) INCREASE FOR SPRINKLERS SHOWN ON PLANS CODE REFERENCE Type of Construction Type V B Type V B Table 601 Building Hgt. in Feet Feet 40' Feet = H + 20' =NA Feet 29-6' Table 503 Building Hgt. in Stales Sees 1 Stories + 1 = NA Stones 1 Table 503 FIRE PROTECTION REQUIREMENTS Life Safety Plan Sheet #, Ifprovided BUILDING ELEMENT FIRE SEPARATION DISTANCE (FEET) RATING DETAIL # AND SHEET# DESIGN # FOR RATED ASSEMBLY DESIGN # FOR RATED PENETRATION DESIGN # FOR RATED JOINTS REQ'D PROVIDED (WI! REDUCTION) Structural Frame, including columns, girders, trusses X 0 0 X X X X Bearing Walls Exterior North 0 0 0 X X X X East 0 0 0 X X X X West 0 0 0 X X X X South 0 0 0 X X X X Interior Nonbearing walls and Partitions Exterior walls North NIA 0 0 X X X X East NIA 0 0 X X X X West NIA 0 0 X X X X South NIA 0 0 X X X X Interior walls and partitions NIA 0 0 X X X X Floor Construction Including supporting beams and joists X 0 0 X X X X Roof Construction Including supporting beams and joists X 0 0 X X X X Shaft Enclosures - Exit NIA 0 0 X X X X Shafts Enclosures - Other NIA 0 0 X X X X Corridor Separation WA 0 0 X X X X Occupancy Separation NIA 0 0 X X X X Party/Fire Wall Separation NIA 0 0 X X X X Smoke Barrier Separebw NIA 0 0 X X X X Tenant Separation NIA 0 0 X X X X Incidental Use Separation N/A WA 0 X X X X Indicate section number permitting reduction LIFE SAFETY SYSTEM REQUIREMENTS Emergency Lighting: I ] No ■ Yes Smoke Detection Systems: ■ No _1 Yes ❑Partial Exit Signs: - No ■ Yes Panic Hardware: ❑ No ■ Yes FireAlann: IN No ❑ Yes LIFE SAFETY PLAN REQUIREMENTS Fire and /or smoke rated wall locations (Chapter 7) ❑ Maximum calculated occupant load capacity each exit door I Assumed and real property line locations can accommodate based on egress width (1005.1) Exterior wall opening area with rasped ❑ Actual occupant load for each exit door to distance to assumed property lines ❑ A separate schematic pian indicating where fire rated Existing structures wtthin 30' of the proposed building floor/ceiling and/or roof structure is provided for ❑ Occupancy types for each area as it relates purposes of occupancy separation to occupant bad calculation (Table 1004.1.1) ❑ Location of doors with panic hardware (1 D08.1,10) L Occupant loads for each area ❑ Location of doors with delayed egress locks and the amount of delay (1008.1.9.7) ❑ Exft access travel distances (1016) ❑ Location of doors with electromagnetic egress locks (1 W8.1.9.7) ❑ Common path of travel distances (1014.3 81028.8) ❑ Location of doors equipped with hold -open devices ❑ Dead end lengths (1018.4) ❑ Location of emergency escape windows ❑ Clear exit widths for each exit door ❑ The square footage of each fire area (902) ❑ The square footage of each smoke compartment (407.4) ❑ Note and code exception or table notes that may have been utilized regarding the items above. PERCENTAGE OF WALL OPENING CALCULATIONS THIS SECTION FOR ADDITIONS, NEW AND CHANGE OF USE Allowable Openings per Table 704.8 Nc limit per "Greater than 30' " fire separation distance. WALL LEGENDS THIS SECTION REQUIRED FOR ALL PROJECTS CHECK IF THE FOLLOWING ARE PRESENT AND INDICATE BY A WALL LEGEND ON ALL PLANS J Fire Partitions 708 ❑ Fire Walls 705 Fire Banters 706 ❑ Smoke Partitions 710 ❑ Smoke Barriers 709 ❑ Shaft Endosure 707 EXIT REQUIREMENTS NUMBER AND ARRANGEMENT OF EXITS FLOOR, ROOM OR MINIMUM' TRAVEL DISTANCE ARRANGEMENT MEANS OF SPACE DESIGNATION NUMBER OF EXITS EGRESS'' SECTION 1014.2 REQUIRED SHOWN ALLOWABLE TRAVEL ACTUAL REQUIRED ACTUAL ON PLANS DISTANCE TRAVEL DISTANCE DISTANCE (TABLE 1015.1) DISTANCE BETWEEN SHOWN ON SHOWN ON PLANS EXIT DOORS PLANS S-1 1 1 100 41'-V - ' Corridor Dead Ends (Section 1017.3) ' Common Path of Travel (Section 1014.3) Single Exits (Table 1019.2), Spaces with one means of egress (fable 1015.1) EXIT WIDTH USE GROUP (a) (b) (c) EXIT WIDTH (h)OR SPACE DESCRIPTION AREA' sq. ft AREA' PER OCCUPANT (Table1004.1.1) CALCULATED OCCUPANT LOAD (a+b) EGRESS WIDTH PER OCCUPANT (Table1005.1) REQUIRED WIDTH (Section 1005.1) (alb)xc ACTUAL WIDTH SHOWN ON PLANS STAIR LEVEL STAIR LEVEL STAIR LEVEL S-1 INDUSTRIAL 1281 100 13 I ACCESSORY STORAGE181 300 1 TOTAL 14 .3 .2 4.3 1 2.8 1 NA 32' ' See Table 1004.1 to determine whether net or gross area is applicable. , See Section 1004.5 for converging exits. 2 See definition 'Arsa, Gross' and "Area, Nee (Section 1002). 5 The loss of one means of egress shall not reduce the available Minimum stairway width (Section 1009.1); min. corridor width (Section 1017.2); min. door Mdth (Section 1008.1) a capacity Y than 50 rent of the total required (Section 1005,1) s Assembly Occupancies (Section 1025). Minimum width of exit Dassimewav (Section 1021.2) AREA MAP VICINITY MAP JI INDEX OF DRAWINGS ARCHITECTURAL AT COVER SHEET & APPENDIX B A-100 FLOOR PLAN AND SCHEDULES A-100.1 PIER DETAILS A-101 ROOF PLAN A-102 DUMPSTER SCREEN A-103 OVERHEAD DOORS A-200 ELEVATIONS A-300 SECTIONS A-301 SECTIONS A-302 SECTIONS AND DETAILS A-303 BUILDING SECTIONS STRUCTURAL so S1 GENERAL NOTES TYPICAL DETAILS REVIEW DATE /-c-1-G- CITY OF ZEPHYRHILLS FIRE AND UFE SAFETY EXAMINE SCHEDULE OF SPECIAL INSPECTION SERVICES ENERGY SUMMARY S2 S3 FOUNDATION AND SLAB PLAN ROOF FRAMING PLAN ■ No special inspections required for this project = Special inspections required ENERGY REQUIREMENTS The following data shall be considered minimum and any special attribute required to meet the energy code S4 SECTIONS AND DETAILS shall also be provided. Each Designer shall furnish the required portions of the project infomation for the plan S5 SECTIONS AND DETAILS The following sheets comprise the required schedule of special inspections for this project. The construction divisions which require special inspections for this project are as follows data sheet. If energy cost budget method, state the annual energy cost budget vs. allowable annual energy cost S6 SECTIONS AND DETAILS budget. ❑ IT-1 Vsrificatan of Soils ❑ IT-10Inspection of Structural Steel Fabricators THERMAL ENVELOPE ❑ IT-2 Excavation and Fill ❑ IT-11 Structural Masonry Method of Compliance: PLUMBING ALL WORK SHALL �+CJtV+r 4 t y) �j� ElIT-3Piling and Drilling Piers ElIT-12 Welding El Prescriptive ® Performance El Energy Cost Budget P-1 SCHEDULE NOTES AND LEGEND WFFiACODES AND STANDARDS El ITS Modular Retaining Walls El IT-13 High Strength BofBolts3 Steel Framing Inspection Roof/Ceiling Assembly (each assembly) P-2 PLUMBING PLANS ❑ IT-5 Reinforced Concrete ❑ IT-14 Sprayed Fire -Resistance MaterialsDescription of assembly ❑ 1T5 Post Tension Slab ❑ IT-15 Exterior Insulation and Finish System P -3 PLUMBING TANK DETAILS ❑ IT-7 Pre -cast Concrete Erection ❑ IT-16 Seismic Resistance U-Value of total assembly ❑ IT-8 Pre -stressed Concrete ❑ IT-17Smoke Control R-Value of insulation nsp ❑ IT-9 Inspection of Pre -cast Fabricators ❑ IT-18 Detention Basin Skylights in each assembly - MECHANICAL ❑ IT-19 Special Cases U-Value of skylight - M-1 MECHANICAL PLAN Total square footage of skylights in each assembly Check the above boxes for the special inspection required for this project and list below specific special instructions Exterior Walls (each assembly) required under chapter 1T Description of assembly ELECTRICAL STRUCTURAL DESIGN U-Value of total assembly E-1 ELECTRICAL NOTES, LEGEND AND DETAILS R-Value of insulation E-2 ELECTRICAL PLANS DESIGN LOADS: Importance Factors. Wind (IV) SEE STRUCTURAL Openings (windows or doors with glazing) U-Value of assembly NOTE. E-3 ELECTRICAL DETAILS Snow (IS) DRAWINGS Shading coefficient -THE BUILDING IS TO BE s Seismic (IE) Projection factor Low e required, if applicable FIRE PROTECTION Door R-Values TE ,PERED AT ALL Live Loads Roof psf Mezzanine psf ) Walls adjacent to unconditioned space (each assembly Description ASS. THE GARAGE NA Floor sf of assembly U-Value of total assembly • ^ t�i Snow Load: psf S ARE TO BED mph ASCE-7-05 Basic Wind Speed P ( ) R-Value of insulation Openings (windows or doors with glazing) E N DURING _ Wind Load U-Value of assembly Exposure Category Low e required, if applicable Wind Base Shears Vx = Vy = Door R-Values BUSINESS HOURS. (for MWFRS) Walls below grade (each assembly) SEISMIC DESIGN CATERGORY ❑ A ❑ B ❑ C ❑ D Description of assembly Provide the following Seismic Design Parameters: U-Value of total assembly Occupancy Category (T1604.5m R-Value of insulation Spectral Res onse Acceleration SS = %g S, = %g P Site Classification _ ❑ Field Test ❑ Presumptive ❑ Historical Data et Floors over unconditioned space (each assembly) Basic Structural System (check one) Description of assembly Bearing Wall _ Dual w/ Special Moment Frame Building Frame _ Dual w/ Intermediate R/C or Special Steel U-Value of total assembly Moment Frame _Inverted Pendulum R-Value of insulation Seismic base shear Vx =_ Vy = Floors slab on grade Analysis Procedure _ Simplified _ Equivalent Lateral Force _ Modal Description of assembly Architectural. Mechanical, Components anchored U Value of total assembly R-Value of insulation DRINKING Horizontal/vertical requirement LATERAL DESIGN CONTROL Earthquake Wind `-N Slab Heated FOUNTAIN OT - REQUIRED WITH SOIL BEARING CAPACITIES OCCUPANT Field Test (provide copy of test report) psf LOAD OF 15 OR Presumptive Bearing capacity psf LESS PER ELECTRICAL SUMMARY Pile size, type, and capacity SECTION 403 2017 I PC. ELECTRICAL SYSTEM AND EQUIPMENT PLUMBING FIXTURE REQUIREMENTS Method of Compliance: SEE ELECTRICAL SHEEN E1 ❑ Prescripliv ElPerfo rice El Cost Bud OCCUPANCY WATER CLOSETS URINALS LAVATORIES SHOWERS/ TUBS DRINKING FOUNTAINS UNISEX UNISEX REGULAR ACCESSIBLE S-1 1 1 NA TOTAL REQUIRED 1 1 NA TOTAL PROVIDED 1 1 NA BUILDING DRAIN SIZE NUMBER OF BUILDING DRAINS TOTAL FIXTURE UNIT LOAD WATER NUMBER OF SERVICE SIZE WATER UNIT LOAD TOTAL FIXTURE UNIT LOAD NOTES e mha rangy g Lighting Schedule lamp type required in fixture number of lamps in fixture ballast type used in the fixture number of ballasts in the fixture total wattage per fixture total interior wattage specified vs allowed total exterior wattage specified vs allowed Equipment schedules with motors motor horsepower number of phases minimum efficiency motor type # of poles ACCESSIBLE PARKING MECHANICAL SUMMARY LOT OR PARKING AREA TOTAL # OF PARKING SPACES # OF ACCESSIBLE SPACES PROVIDED TOTAL # ACCESSIBLE PROVIDED REQUIRED PROVIDED REGULAR WITH 5' ACCESS AISLE VAN SPACES W/8' ACCESS AISLE TOTAL 6 MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT Method of Compliance. ❑ Prescriptive ❑ Energy Cost Budget SEE MECHANICAL SHEET M1 Climate Zone Thermal Zone winter dry bulb summer dry bulb Interior Design Conditions SPECIAL APPROVALS winter dry bulb summer dry bulb Special approval: (Local Jurisdiction, Department of Insurance OSC, DPI. DHHS. ICC, etc. describe below) relative humidity Building Heating Load Building Cooling Load Mechanical Spacing Conditioning System SHELL VARIABLE FORM Unitary description of unit CHECK EACH APPLICABLE LINE TO MATCH SCOPE OF WORK, EDIT AS NECESSARY TO PROVIDE CLEAR DETAIL OF INSTALLATION. heating efficency Mechanical Plumbin 9 cooling efficency heat output of unit ❑ No work ❑ No work cooling output of unit ❑ Equipment set with _without power ❑ Install water service and sewer Boiler ❑ Trunk line installed without outlets 1-1Install building drain and or water distribution main with without branches total boiler output. If oversized, state reason. __with Chiller ❑ Gas line IN Install compete plumbing system total chiller capacity. If oversized, state reason. ■ Install complete operational system ❑ Other _ List equipment efficiencies ❑ Other Electrical SprinkJer - ❑ House panel Equipment schedules with motors ❑ Install complete sprinkler system ElService laterals to meter centers/panels located on building motor horsepower number of phases Building ❑ Demise wall and ceiling only minimum efficiency ❑ Install slab partial complete ❑ Conduit, duct raceway in slab motor type El Install demising walls # of poles ❑ Power and lighting circuits to 7 box ■ Install interior partitioning _ partial X- complete ❑ Install light fixtures ■ Install ceilings ❑ Install Heat/ Ac _ElevatorGenerator_-_ Parking lot lighting `3.1 White box ( additional interior completion p rmb ■Install complete system are required for Certificate of Occupancy and power) -_1 Other Other - - _ MATERIAL MANUFACTURER / ITEM NAME FLORIDA APPROVED NUMBER STOREFRONT OLDCASTLE BUILDING ENVELOPE FL 15103.4 STEEL DOORS INGERSOL RAND SZ SERIES FL 13884-R3 ROOFING FIRESTONE TRINITY TPO FL 15894.1 EIFS DRYVIT OUTSULATION FL 2030.1 SECTIONAL DOORS RAYNOR ALUMAVIEW AV200 FL 15212 HURRICANE RATED AEL 42 D 7060 FL NOA 11 0726.03 GRILLES FOR 42" PTAC UNIT CODE SUMMARY I. Applicable Codes: 201�4ational Electrical Code Florida Building Code 6th Edition (201 Fuel Costs Florida Building Code 6th Editio 017) Accessibility Florida Building Code 6th Edit��017) Mechanical Florida Building Code 6th Edition (2017) Building Florida Building Code 6th Edition (2017) Plumbing Florida Building Code 6th Edition (2017) Energy Conservation Florida Building Code 6th Edition (2017) Existing Building Florida Fire Prevention Code 6th Edition (2017) BUILDING KEY PLAN SCALE: NTS I I <I 10, d I+ CY) U) LL WJ� 0 v J ��� L-J Z== Q�� z }- W CL CULU LUw 0 IN i I- > LLJ 0 OQ_J o LO m Z I- H- J 0 Z UJWQ _ Q<Lo 0 ILL zN� 1 W r- r Quo 9 O� J Oros 3Oo c 1 7Z0 1 z L4 1 W O �4 �W��E N �? N a- 3 1 } 1 e '1 F � e' This Drowinq s the properly of Childrey Robinson Associates. This Drawing is not to be copied 'n Whole or ,n Port. This Droving or the informotron here upon is not to be used on ony other project rid must be returned to Childrey Robinson Associates upon request. Copyright 2006. Childrey Robinson Associates_ Written dimensions take precedence over scaled dimensions. VVI, OF °R � Q' o v w ', �; 1 3: ; x p� AR 1023? t J'IZ�Z�j REV, DESCRIPTION 01-12-2023 AmT c� 0 IY w 0 U w _I N N O OPERATIONAL NOTES: CLASS 1 LIQUIDS ARE NOT STORED IN TAKE 5 BUILDINGS. CLASS IIIB LIQUID (MOTOR OIL) IS STORED IN THE BACK ROOM AREA WHICH IS VENTILATED AS REQUIRED. SEE MECHANICAL SHEETS. NO LIQUIDS ARE STORED IN THE LUBE TRENCHES 1 4 VEHICLES ARE OPERATED ONLY FOR THE DURATION OF MOVING THEM INTO AND OUT OF THE BUILDING. 3 A -too 4' CONC. APRON, STAIN BLACK, 38'-92" A-303 COORD WI CIVIL PLANS 3'-6" 10'-1" 10'-7„ 1 B'0 PIPE 6'0 PIPE o C, 6wO PIPE A-1001 BOLLARDS ENTRY BOLLARDS g ENTRY BOLLARDS 2 -42' 8'-24" o.momm mom momm ME ��momm Ott TYP. TYP. o TYP. 04" D.S. 1 ----------------- 1 77 ♦ _ TOILET RM. OR CLG. TSB'-0'- REF. ON SHELVES 1 3 -` 2"RECESSED PLATFORM ABOVE 1 Ir--- 3rj g �I 1 Q1 AG AT nil FRAME � REF. 1 1 I 1 I 1 ANSI dLASS A 1 FIRSTIAIDKIT 1 _RVICE 1 \ f' 1 iAi ll ) �J 1 BAY #1 F17--1- __ AIR 7'-5" ♦ o I # C01 24, X 24" UTILITY ISINK 'L-I Z1111LI OILV-02 AFF INTERCEPTOR (RECESSED SE ® I— � -1Y11 O SHT MP-11 RE s il� - \ �,ILE 3'-0" EX11`S1GN (3)14" WIRE RACK SHELVES 1 3" DIA PVC. ABOVE COMPRESSOR, MOUNT USE SWEEP � 14" O.C. VERT ATTURNS 'c :::::::::::::::::::::::::: WORK o 3 : o 3-C A-100 MF�t 00 I SEE M-1 TACTILE EXIT SIG STAT ON 1 us�o ©}L: l}SEQ::OIL METER 5 O O'. �KV o GAL Q o GAL ° 330 -TEED `{EEla: STEE{oGAL:- T AND AN Q- ANK LURE I tD TRENCH RECESSED SLAB MANAGER'S € 12' HELVES CLG. HT. 8'-0" SEE ME�� ME ME�" 5 2 X 6 FRAMING 2 0' ELEC, A-303 SHELVES OVER OFFI 7 A-100.1 6, SAFE, DOOR, 3 SHELVES @ � � � 1 � � � CDMOUNT i � TO WALL, ..... �_ 5 4' O.C. VERT. I FAN ABOVE, i 0 7 -62" �' `o PROVIDE 0 I SEE ELEC. I BLOCKING 1 _... ------------ �--------------- ----- { B--------------- ---Zoe----- F----- EXI T 1 B A - 1 � C) EXIT O 1 3'-941" 1 4'-8„ 2 1 1 v C) -100.1 1 VA" 1'-62„ -2, 82 1 10'-1" " 2'-0" 92 10'-1" ` 00 10'-71 7 4 ME M No 1'-94n 15'-6" 21'-54 21 I N CONC. APRON, STAIN BLACK, COORD WI CIVIL PLANS FINISH SCHEDULE 39'-12" 5 2 A- 000.1 A-200 IN WALL WIRE SHELVING: 12' WIRE SHELVING TO BE "CLOSETMAID - SUPERSLIDE" OR EQUAL, ON ADJUSTABLE MOUNT HARDWARE W/ VERT. STANDARDS AT 24' O.C. MAX. SPACING. 16' WIRE SHELVING TO BE "CLOSETMAID - MAX LOAD" OR EQUAL, ON HEAVY DUTY 'MAX LOAD' ADJUSTABLE MOUNT HARDWARE W/VERT STANDARDS AT 24' O.C. MAX. SPACING. CLOSET ROD TO BE'CLOSETMAID" EPDXY COATED STEEL "SUPER SLIDE SYSTEM' W/ CORNER ROUNDER BAR. SUPPORTS TO BE HEAVY DUTY METAL "J' BRACKETS. PROVIDE CLOSET ROD END CAPS AT EACH END. ALL FINISHES TO BE BRUSHED CHROME. TRENCH FINISH (2) COATS OF EPDXY AT WALLS AND FLOOR OF TRENCHES. RUST-OLEUM 2-PART EPDXY 6500 SYSTEM. COLOR: NAVY GRAY 5' X 6' NOTE: PIT FRAMES AND ROLLING DRAIN LEVEL CONC. PANS TO BE PROVIDED BY G.C.. LANDING G.C. IS TO COORDINATE `r MANUFACTURE OF PIT RAILS AND TO CONTACT 4 MANUFACTURER OF OIL DRAIN o " PANS AND SCHEDULE DELIVERY. A I -zoo G.C. IS TO TAKE DELIVERY AND N " INSTALL FRAMES AND ROLLING PANS PRIOR TO SUBSTANTIAL COMPLETION. OIL DRAIN PAN MANUFACTURER CONTACT INFORMATION: JEFFJOHNSON, JEFF@OFAB.NET CD (352)427-1713 NOTE: PROVIDE 2 -2 R-19 BATT INSUL PTAC FACED IN OFFICE WALLS NOTE: INSULATE OFFICE WALLS AS REQ'D TO ATTAIN R-19 VALUE 2" 2 A-303 NOTE: CUSTOMERSWAIT INSIDE THIER CARS. NO WAITING AREA IS PROVIDED. PLAN 1 /4"=1'-0" AREA FLOOR BASE WALLS CEILING CLG. HT. REMARKS SERVICE BAYS CONC., SEALED 1/2" PLYWD. NONE OPEN (13'-4" TRUSS HT) SMOOTH FINISH, STAINED B-C PLYWD. NOTE 1,43,449,10 MANAGER'S OFFICE CONC., SEALED VINYL 1/2" PLYWD. 1/2" PLYWD. 8'-0" X SMOOTH FINISH, STAINED B-C PLYWD. NOTE 1,2,3,4,8,9,10 TOILET RM, CONC., SEALED VINYL 1/2" PLYWD. 1/2" PLYWD, 8'-0" SMOOTH FINISH. STAINED B-C PLYWD. NOTE 1,2,3,4,8,9,10,11 WASTE OIL CONC., SEALED CONC. 2 DEPRESSED SLAB OIL TANK AREAS 1/2" PLYWD. NONE OPEN (13'4' TRUSS HT) *SMOOTH FINISH. STAINED B-C PLYWD. NOTE 1,2,3,4,8,9,10 NOTE 1: PAINT EXPOSED WALL SURFACE (GWB OR PWD) NOTE 7: SEE STRUCTURAL DWGS FOR NOTE 10: ALL INTERIOR TRIM TO BE "INDUSTRIAL GRAY" (SW 7017 "DORIAN NOTE 2: PAINT EXPOSED CEILING DEPRESSED SLAB DETAILS GRAY") NOTE 3: ALL INTERIOR FINISHES ARE TO MEET TABLE 803.5 OF THE NCBC. NOTE 8: STAIN - H&C INFUSION REACTIVE CONC. STAIN (SIENNA RED 40.002084 NOTE 11: ALL INTERIOR WALL PAINT AT TOILET ROOM TO BE ACRYLIC NOTE 4: INTERIOR PAINT COLOR TO BE SEMI GLOSS ENAMEL WHITE (SW 7006 WASHABLE SEMI -GLOSS ENAMEL PAINT "EXTRA WHITE") EXCEPT WHERE NOTED, NOTE 9: SEALER - H&C PRO SERIES SOLVENT BASED DECORATIVE CONC. SEALER DOOR SCHEDULE (CLEAR) MARK SIZE DOOR TYPE DOOR FINISH FRAME FRAME FINISH HARDWARE ELEV. REMARKS 1 3' x 7'-4" FLUSH H.M. PAINT DK BRONZE E INT GRA2 H.M. PAINT DK BRONZE EXT NT SET 1 1 CLOSER, LOCKSET, THRESHOLD. NOTE 1,2,5 3' x 7' FLUSH H.M. PAINT GRAY EXT GRAY INT H.M. PAINT GRAY EXT GRAY INT SET 2 2 LOCKSET, HALF GLASS (TINTED), CLOSER NOTE 1,2,4 3 3' x 7' FLUSH H.M. PAINT GRAY INT GRAY ENT H.M. PAINT GRAY INT GRAY ENT SET 3 3 LOCKSET, CLOSER. NOTE 1,2, 6 4 3' x 7' FLUSH H.M. PAINT GRAY EXT GRAY INT H.M. PAINT GRAY EXT GRAY INT SET 4 4 LOCKSET, CLOSER NOTE 1,2 5 10' x 11'4' UPWARD ACTING FACTORY FINISH CLOPAY "CHOCOLATE" H.M. FACTORY FINISH - 5 3 CENTER SECTIONS GLASS NOTE 3,4 CLOPAY "CHOCOLATE" 00 CD ONS WINDOW SCHEDULE CONTACT: OONOR�FVENflDOR- CLOPAY, SEE SMANAC�i NOIEiLTST �IOFNTSISTHVI� BIDFQUES>«)OOFiNELLSTOFINT503M, 800 882 6773 DCT.613 N W B 4'-8' x 4'-0' FIXED GLASS DOUBLE PANE, LOW-E GLASS, TINTED _ ALUM. ANODIZED DARK BRONZE EXT - PAINT GRAY INT / NOTE 4 N DOOR AND WINDOW NOTES NOTE 1: HARDWARE TO BE LEVER ACTION AND MEET ALL ADA REQUIREMENTS Y NOTE 2: HARDWARE TO BE COMMERCIAL GRADE NOTE 3: HARDWARE PER MANUF, REUREMENTS Y NOTE 4: SAFETY GLAZING TO MEET ANSI Z97.1 CLASS A NOTE 5: DARK BRONZE PAINT COLOR TO BE (SW 6076 "TURKISH COFFEE") NOTE 6: EXTERIOR DOOR WHEN INDICATED ON PLAN 1/A-100 SCHEDULES VERTICAL GRAB BAR PER ANSI 117, MIN. 18" IN LENGTH, CENTERLINE OF BAR 39" - 41" FROM REAR WALL, BOTTOM 4 OF THE BAR 39" - 41 " AFF. �NilSL 36" ROD AND WIRE �C' �� 24" X 36" SHELF UNIT �_ )7ICA C,\ MIRROR 12" DEEP X 3'-6" 36" GRAB BAR ADJUSTABLE WIRE SHELVING �f INSUL. X o PIPES. X Z o N N � I SET 1 1 1/2 PAIR HINGES NRP MORTISED DEADBOLT AND LOCKSET COMBINED WITH THUMB TURN INSIDE AND KEYED OUTSIDE. ONE ACTION OPERATED BOTH BOLT AND LOCKSET CLOSER FULL WEATHERSTRIP SWEEP RAIN DRIP ON FRAME OVERHEAD THRESHOLD SILENCERS FLOOR STOP SET 2 1 1/2 PAIR HINGES LOCKSET - KEYED OUTSIDE, PUSH BUTTON INSIDE CLOSER FLOOR STOP - COOR. LOCATION W/ AC UNIT SILENCERS SET 3 1 1/2 PAIR HINGES LOCKSET - KEYED OUTSIDE, PUSH BUTTON INSIDE CLOSER WALL STOP SILENCERS TACTILE SIGN W/ INTERNATIONAL SYMBOL: MEN/WOMEN SET 4 1 112 PAIR HINGES LOCKSET - PASSAGE 1 STOP - FLOOR MTD. CLOSER SILENCERS NOTE: ALL FIN, HARDWARE TO BE ADA COMPLIANT TACTILE EXIT SIGN PER IBG SECT. 1013.4 LOCATE AS PER ANSI Al17.1 SECT 703.3.11 0 I O I d- PAINT DK. BRONZE EXTERIOR, GRAY INT. TINTED SAFETY 3'-0" GLASS \ o I 3'-0" 2" O 2„ 1 TACTILE EXIT SIGN PER IBC SECT.1013.4 LOCATE AS PER ANSI 3 Al 17.1 SECT 703.3.11 '-0" N N \ o 0 I I O O DOOR ELEVATIONS NTS A-1oo 1/4" = 1'-0" V-6" V-3" 7'-24" CLEAR HOT WATER AND DRAIN PIPES TO BE A INSULATED 3 TOILET DETAILS 1 /2"=1'-0" 30" ROD AND WIRE SHELF UNIT 12" DEEP X 3'-O" ADJUSTABLE WIRE SHELVING 7" - 9" 6'-34" CLEAR GRAB BAR STRUCTURAL STRENN. ALLOWABLE STRESSES SHALL NOT BE TFRIAI C I igr-n ww;:m TOILET ACCESSORIES SCHEDULE MARK LOCATION DESCRIPTION MOUNTING HEIGHT 10 TOILET ROOM TOILET PAPER DISPENSER 22" A.F.F. TO OPERABLE PARTS O2 TOILET ROOM 42" GRAB BAR 36" A.F.F. TO TOP OTOILET ROOM 36" GRAB BAR 36" A.F.F. TO TOP O4 TOILET ROOM 18" x 30" MIRROR 40" A.F.F. TO BOTTOM OF REFLECTIVE SURFACE �5 TOILET ROOM VERTICAL GRAB BAR SEE 3/A100 CDTOILET ROOM PAPER TOWEL DISPENSER 48" A.F.F. TO OPERABLE PARTS O8 TOILET ROOM UNDER LAVATORY GUARD LAVATORY SUPPLY & DRAIN PIPES NOTES: 1. ALL TOILET ACCESSORIES SHALL BE LOCATED AND MOUNTED TO MEET ALL REQUIREMENTS OF THE ADA AND ALL LOCAL ACCESSIBILITY CODE REQUIREMENTS. 2. ALL TOILET ACCESSORIES SHALL BE BY BOBRICK OR EQUAL. 3. PROVIDE BLOCKING PER MANUFACTURER'S RECOMMENDATIONS. SEE --\\ DOOR AND WINDOW 3-0NOTES #4 '„ \ o I 0= / O Cn I I O N _ o N I 0 I N O I N 0 41/2" PREFIN ALUM STOREFRONT 4,-8„ WINDOW ELEVATIONS 1/4" = 1'-0" CM CM C) L.L W�� O Z== F- �� Z LJJ U°-w O wN w JNo >Q Q�> 10 Q_j 0Q LO H__ z I- _j W Uj OQ Y. �Q < <L F—�ti o MEDEE � N O 7- LLIQo �OQ d E- d >` aZo d' T N Z U —]ME mill Th1s DraWing is the property of Childrey Robinson Assacates. This Drawingis not to be copied in whole or 'n part This Drawing or the information here u on (s not to be used on any aI'her project and must be returned to Childrey Robinson Associates upon request. Copyright 2006, Chfldrey Robinson Associates_ Written dimensions take precedence over scaled dimensions. �0 0 JP4 -P 10 ?. ♦._.. "Al AR102330Pft I JI2�23 ® I REV. DESCRIPl10N ___ _____. _.. _. ___I ____._ ____- _ _. � L-_.__. U LLJ 0 U w Of _I CV [V O I" 0 cV w m to J J_ CL w N LO W Y TAKE 5 OIL CHANGE, LLC STORAGE SYSTEM REVIEW SYSTEMS ARE DMDED INTO 2 SEPARATE PROCESSES. 1. USED OIL - AFTER A TAKE 5 TECHNICIAN DIRECTS AND GUIDES THE CUSTOMER OVER A SHALLOW TRENCH THE USED OIL IS DRAINED INTO A ROLLING DRAIN PAN THAT IS POSITIONED UNDER THE VEHICLE. THE OIL FILTER IS ALSO CHANGED ABOVE THE DRAIN PAN. WHEN NECESSARY, THE DRAIN PANS ARE EMPTIED TO DESIGNATED OIL TANKS VIA Y4 GASOLINE -RATED HOSE, ROUTED THROUGH CHASES TO THE STORAGE ROOM. THE HOSES ARE CONNECTED VIA A VACUUM DIAPHRAGM PUMP, SO THE SYSTEM IS TOTALLY NON-PRESSURIZED.100% OF TAKE 5'S USED OIL AND OIL FILTERS ARE RECLAIMED AND RECYCLED BY OSHA CERTIFIED USED OIL RECYCLING COMPANIES. 2. NEW OIL - WE STORE NEW BULK OILS IN RHINO GRAVITY FEED SYSTEMS INSIDE THE BAY AREAS. THESE SYSTEMS HAVE NO PUMPS OR PRESSURE, ARE APPROVED BY OSHA AND DOT, AND ARE LOCATED WITHIN A RECESSED AREA WITHIN THE SHOP. TAKE 5 ALSO CARRIES A MINIMUM AMOUNT OF RETAIL BOTTLED OILS FOR SPECIALTY VEHICLES AS NECESSARY. NOTES- 1. TYPE OF LIQUIDS BEING STORED ARE CLASS IIIB LUBRICANTS ONLY. 2. ALL TANKS ARE ABOVE GROUND, SINGLE WALL. 3 ARE STEEL AND 12 ARE HIGH -DENSITY POLYETHYLENE. 3. VOLUME OF TANKS: (3) WASTE OIL TANKS OF APPROXIMATELY 330 GALLONS EACH (9) NEW OIL RHINO TANKS OF 120 GALLONS EACH (4) NEW OIL RHINO TANKS OF 220 GALLONS EACH FOR CONTAINMENT - BULK TANKS ARE PLACED WITHIN RECESSED AREAS. THE RECESSED AREAS ARE CONNECTED VIA Y CHASES TO THE SHALLOW TRENCHES, PROVIDING SECONDARY CONTAMINATION. EACH TRENCH MEASURES 10' X TX NY, YIELDING A TOTAL EXTRA VOLUME OF 1,683 GALLONS, IN ADDITION TO THE RECESSED AREAS WHERE THE TANKS ARE LOCATED. 4. TAKE 5 DOES NOT INCORPORATE DRAINS IN THEIR SHOP, SHALLOW TRENCH, OR STORAGE AREAS. THE ONLY DRAIN IN A TAKE 5 IS LOCATED IN THE RESTROOM. 5. WE MOP OUR FLOORS, RINSING THE MOP IN A MOP SINK THAT IS CONNECTED DIRECTLY TO AN OIL SEPARATOR. 6. THE OIL SEPARATOR IS CLEANEDIEMPTIED/MAINTAINED BY THE OSHA CERTIFIED RECYCLING COMPANY THAT COLLECTS AND RECYCLES THE USED OIL. 7. SOME TANKS ARE PLACED ON SHOP FLOOR BETWEEN BAYS. 2 X 4 TYP. 4 X 4 TYP. ELEVATION 2'-0" PLAN REFRIGERATOR STAND 1/2"=1'-0" GENERAL NOTES: 1. ALL ITEMS ARE TO BE PURCHASED, PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE. GENERAL CONTRACTOR SHALL USE NATIONAL PURCHASING ACCOUNTS FOR VENDORS LISTED BELOW. EQUIPMENT SCHEDULE 1. NEW OIL TOTE TANKS 2. USED OIL TANKS 3. PIT FRAMES 4. ROLLING DRAIN PANS 5. OFFICE SHELVING 6. OIL SEPARATOR 7. COOLANT MACHINE 8. PODIUM WORK STATIONS 9. COMPUTERS 10. COMPUTER MONITORS 11. DROP SAFE 12, AIR COMPRESSOR 13. USED OIL PUMPS 14. SERVICE AREA SHELVING 15. BACK ROOM SHELVING PLUMBER GC GENERAL CONTRACTOR FZ FRANCHISEE CORP TAKE 5 CORPORATE VENDOR PREFERREDINSTALLER Current list of Equipment Installers Take 5 Oil Change February 11, 2019 Texas. Oklahoma and Louisiana-- KT Equipment Services Inc Tim Harryman 1530 Rutherford Rd Waxahachie, TX 75165 214-675-9516 Tim@ktequipserv.com Florida up to Atlanta Best Lubrication Equipment, LLC Glenn Best P.O. Box 819 Sharpes, FL 32959 321-261-6450 Glennbest1 @gmail.com North Carolina, South Carolina, Virginia and Tennessee Professional Maintenance and Equipment Mark Holden 8015 Maxwell Road Wade, NC 28395 910-591-8915 Mark@Promainequip.com - CD cc PURCHASED BY INSTALLED BY VENDOR CORP GC / FZ GC VENDOR GC GC GC GC GC GC GC GC CORP FZ CORP GC / FZ CORP GC / FZ CORP GC / FZ CORP GC / FZ GC VENDOR GC VENDOR GC GC / FZ GC GC / FZ VARIES DUMPSTER SCREEN ELEVATIONS 1 /2"=1 '-01, EQUAL 10 Ulm, UUINU. PIER 14'-0" DUMPSTER SCREEN PLAN 1 /2''=1 '-0" EQUAL NOTE: 1. ALL HARDWARE TO BE GALVANIZED UNLESS OTHERWISE NOTED 2. ALL STEEL POSTS AND GATE FRAME TO BE PRIMED AND PAINTED WITH 2 COATS EACH, COLOR TO BE DARK BRONZE SW6076. 3. ALL STEEL MEMBERS TO BE SHOP WELDED. PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. ALL STEEL TO BE PAINTED DARK BRONZE SW6076, 4. ALL METAL FRAMING, POST AND HARDWARE TO BE PRIMED AND PAINTED W/ MIN. 1 COAT PRIMER, AND 2 COATS FINISH. PAINT TO BE OIL BASED AND COLOR TO BE DARK BRONZE SW6076. FENCE - REFER ELEV 2 THIS SHEET 6" DIA CONC. FILLED PIPE BOLLARD 3'-6" ABV. PAVING AND SET IN 18" DIA, X 3' DEEP CONC. PIER, TYP. rrkinr Akin nArr Tn nr T_ lf� C7 C) Cn LL ::) W�� O fryn _ V z== �- �C(- z >- w === 2E UCLw O LUN W JNo >Q QI-> W(D Q _J C) L0 [-- m z < wWJ oQ �� J� <<� �- o LL N C OC zNo QOo �UwE 0 J O � O 3p�a 0 NC4zu N This Drawing is the property of Childrey Robinson Associates. This Drawmg.is not to be copied in whole or m ppart. Thls Drawing or the informat(on here upon is not to be used on any other project and must be retumed to Childrey Robinson Associates upon request. Copyright 2006, Childrey Robinson Associates. Written dimensions take precedence over scaled dimensions. 1112123 REV. I DESCRIPTION -102 Q DUMPSTER SCREEN ELEVATIONS 1 /2"=1'-0'' D00it °DNS INSUL FINISH �iT SPECIAL NOR: THE o�, DFBE T E RwoING MODEL 5 24 W 1 "�` TOPSF TM PROF E PROFESSIONAL OF RECORD BE THE R�ONsLLIM OF THE P�IONAL OF RECORD FOR THE BUIlDDIC TEMPlfl GFOCIT 1 300 �ORSTRUCMREMACCOPDANMWrTHCURREPff SECTIONS ARE 2' NON -INSULATED 24GA. ROLL 1. (b) DOOR 10'-Z' X 11'-6' BUDDING CODES. FORMED RIBBED STEEL CONSTRUCTION. 2. DOOR TO BE SUPPLIED WITH 50,000 CYCLE TORSION SPRIGS. ACTUAL DOOR HEIGHT IS APPROX. 1' OVER BECAUSE OF 3. DOOR TO BE SUPPLIED WITH REVERSE JOINTS BETWEEN SECTION PLUS BOTTOM ASTRAGAL ANGLE MOUNTED, 2' GALVANIZED CENTER SUPPORT BRACKET L.H. WOUND TORSION SPRING STEEL TRACK WITH 15' RADIUS STANDARD LIFT. STD LIFT GABLE DRUM 4. DOOR TO HAVE ONE INTERIOR MOUNTED _N #2 END STILE SLIDE BOLT DOOR LOCK. S. DOOR TO MEET OR EXCEED d: 13.5 PSF 1.00• GALVANMM DESIGN WINDLOAD AND A d: 20 PSF TEST STEEL TUBE HORIZONTALIEDTRACKBYOR INSTNGER BMOC S WINDLOAD REQUIREMENT. (LUER CHANNEL BY DOOR ILMEDIA E ANGER 6. DOOR REINFORLI=MENT TO BE (1) 2 1/4' ROLLER CHANNEL DOORS 12' G' AND HANGER USAR STRUT IN THE MIDDLE OF EVERY OTHER REQUIRED FOR DOORS 12'-0" AND HIGHER STEEL SECTION STARTING WITH THE BOTTOM SECTION. E 7. DOOR TO HAVE (3) FULL VISION SECTIONS OF THRUTEMPER® GLASS LOCATED IN SECTIONS 2 4. H 8. ALL FULL VISION SECTIONS TO BE \ \ GALVANIZED STEEL CHO(%)IA1E BROWN. J 7HORIZO CT L - 9. FV SECTION REINFORCEMENT TO BE 1 1/4' X \ D HORIZONTAL - 14 GA. 1 1/4' X 1/0' ALUMINUM ANGLE, QTY ONE PER i\ G VERTICAL - 16 GA. FV SECTION, LOCATED AT THE TOP OF EACH SECTION. 10. DOOR TO HAVE VINYL TOP WEATHER SEAL AND REVERSE ANGLE JAMB WEATHER SEAL. f2 END STB.E LOCK SIDE ELEVATION STANDARD LIFT 11. CTO HAVE STANDARD SECTION A STACKING. DIAENSiONS GIVEN FOR CLARITY. TRACK DETAIL NOTE: REFER TO THE APPROVED WINDLOAD INSTALLATION DRAWING ocnmrmN DIMENSIONS FOR 1AMBCONNECTION DETAISORREFER TODASMA IM. DOORWDm+ 10'-2- CONNECTION K TECHCONNECTI DATA SHEET SAND FOR MOUNTING DETAILS H JAMB B OPENING WIDTH 10'-V CONNECTION FASTENERS AND MOUNTING SCHEDULES. C DOOR HEIGHT 111-w B M (TRACK D OPENING HEIRTr 111-w ii r(OPENING) SIDMOOM) QUANTITY OF PANES WIDE 3 ¢NMTIY OF SECTIONS HIGH 6 SPRING PAD LOCATION. wA E HEADROOM (MIN.) 1'-3.5' 2" X 6" X 10" MIN. WlV1THlat F B HEIGHT (MIN.) 12'-9.r F R (1)REQ'DBYG.C. SEAL G OVERHEAD CLEARANCE 1211' H BAOOIOOM (NIN.) 13'-r JAMBS AND HEADERS TO BE OF 2" X 6" F=�' - y 3 FLOOR TO C IURG (PIN.) 12'-9.r LUMBER. ALL BOLT HEADS TO BE FLUSH. A K SPRING PAD OFFSET 1 S'-0' .� FINISHED FLWR LOVE ADJUSTABLE TRAGIC 'S' DIM TO INCLUDE L SPRING PAD OFFSET 2 MOUNTS (DOOR) STRUTS &TRACK TRACK 0'-4.5' COMPONENTS N COUNTERBALANCE 0'-4.5' INSIDE WALL ELEVATION 0. CENTER LINE OPENING PREPARATION s TRACKBACaeOON a-S- IMORTARr TtfY &am=* not be wPed rd rraneed Prior DRAWN BY: SQB DATE: 11-28-17 APPROVAL SIGNATURE: APPROVAL DATE: Cl o p ay® In eel'rabdorkn. PIa �eaHidredd 4 nk1bw = all... TtukyouT IINSEO : TAKE 5 OIL CHANGE Bullding Products Company "UrICE: OmRdentleVPrdprktryldbn adonoFT1DPAYBULORM PRODUCTS diicwed,r..d dupfteb°D',`mWe �.wRr�w, eLeN:ed.d n wW may not be 106c MASTER DRAWING 524W1 DRAWING NUMBER: WWwM w P� con@1M Nam. No e6eeve II* nnuo. may 10036541-1-2 SHOP DRAWING rm*kneeetyrorryeemeoeerdwea.dmgtwafinx . TSR/DC: S" 1 OF 2 c� 0 lz w O Ci _I N N O OD O N w Cr) Q m O F- O CY (1 / J w (/7 J _J rK 2 w ICI u7 W Y Q F- Y C� ZD U SEAL REINFORCING U-BAR STRUT ROLL - -,-TOP FORMED GALV. STEEL SEE NOTES FOR END STILE OF 18 GA. NOT DIPPED EXACT STRUT CONFIGURATION CENTER STILE OF 16 GA. GALV. STEEL GALVANIZED G-40 STEEL WITH NO OIL �- 2' ROLLERS FEATURE (1) 1/4' DLL STEEL FASTENED TO EXTERIOR SKIN WITH ODAT'DNG, FASTENED TO EXTERIOR BALL -BEARINGS, FULL FLOATING IN CASE TOG-L-LOC30INING SYSTEM SKIN WITH TOG-L-LOCJOIBIYG HARDENED STEEL RACES. 7 SYSTEM ADIUSTABLE TOP ROLLER BRACKET OF 12 GA. GALV. STEEL, FASTENED WITH (4) 1/4' X 5/8' =a DRIVE SCREWS SECTIONS ARE r THICK PANELS, ROLL FORMED FROM 24 GA. (O.G22- MIN) INTERMEDIATE COMMERCIAL QUALITY STEEL; HOT DIP GALVANIZED PER ASTM A653; PHOSPHATtZED AND FINISHED BOTH SIDES WITH BAKED ON HINGE DETAIL EPDXY PRIMER (0.2 MIL MIN.) AND PRE -PAINTED POLYESTER TOP FACE COAT (0.55 MIL MIN.) ON THE D(TERIOR SIDE. SINGLE END HINGE DETAIL SKIN HAS TWO 1/2' DEEP REINFORCING RIBS ON 8' CENTERS, COMPLEMENTED BY 11W DEEP BEADS ON 2- CENTERS. FULL -VISION SECTIONS TO HAVE SINGLE PANE GLASS HELD IN PLACE WITH -SNAP -IN GLAZING BEAD AND HOT MELT ADHESIVE. REFER TO NOTES FOR EXACT GLASS TYPE. MEETING RAILS ARE ROLL FORMED INTO A WEATHER TIGHT TONGUE AND GROOVE JOINT ROLLER HINGE OF MIN. 14 GA. GALVANIZED STEEL FASTENED WITH 1/4' X 5/8' DRIVE SCREWS REFER TO HINGE DETAIL ON APPROVED WINDLOAD O INSTALLATION DRAWING FOR ADDITIONAL SCREWS REQUIRED FOR Wl APPLICATIONS. 13 GA. GALV. STEEL STEP PUATWL.IFT f HANDLE - MOUNTED TO BOTTOM BRACKET. BOTTOM BRACKET OF 12 GA GALV. STEEL, FASTENED WITH (5) 1/4' X 5/8' DRIVE SCREWS — IA- DIA. X 7 X 7 AIRCRAFT GABLE & NICO PRESS SLEEVE 1-1/4' X 1-1/4' X 1/W ALUMINUM ANGLE INTEitMEDIATE TOP RAIL WITH REOVFORCING FIN AND CAP SECTION JOINT DETAIL \J -BOTTOM SECTION REINFORCED WITHA TEMPERED ALUMINUM EXTRUSION WITH INTEGRAL RETAINER AND VINYL SEAL IMPORTANT: PLEASE REFERENCE THE DRAWING NUMBER ON ALL CORRESPONDENCE ® C 1 IMPORTANT: This dammed muse be AWmd and reexned Prior m. ��reta�ndedming numerr an el DRAWN BY: SQB DATE: 11-28-17 APPROVAL SIGNATURE: APPROVAL DATE: o p ay Building Products Company espondw NOTICE: t'aM ryropriatery kft aden dCSPAY BUDDING PRODUCTS CO. k mnWrred hetln and may not he dreamsd,LOW, dwm ld,nneft aaable, or dM06AW OMB' TAKE 5 OIL CHANGE MASTER DRAWING 524W1 DRAWINGNUMBEL SHOP DRAWING rwAouI`inftWRyn`d.`a`mkWwwlnoteasrft.amingUwaham. 10036541-1-2 CSR/DC: : 20F2 DESIGNER OF RECORD TO SELECT SPECIFIC OVERHEAD DOOR MODEL BASED ON LOCAL WIND LOAD / CODE REQUREMENTS. DELETE ALL OTHER OVERHEAD DOORS SHOWN ON THIS SHEET. IBC 2012, IBC" 2015, 1%,11ami Dade Con ,**, FB** Wind Enforced areas vlodel Cast Per Cost Per 8 . SCE 7-10 . SCE 7-10 6 Door Door EXP B EXP C +13,5,-13.5 PSF 524 NOTE 1 0-121 MPH 0-108 �PII °4�° 1 +20,-21 PSF 320 121-139 MPH 1W139 A PI �'�7T1} NOTE 1 g y�f� 'y� -C 50.-'% 2' 2 q MPH ��.(.- Ti YYi�.i.L y y .+� �y 1 i� i ENACT '��= NOTE 1 .i�-L� NOTE 1: COST OF DOORS SET BY VENDOR AND TAKE 5 I7 C 2003. IR-C: 2006, IBC 2009, Testis Department of Insurance' d enforced areas I Model Cost Per 6 [ Cost Per 8 .ASCE 7--0 5 .ASCE 7-05 PT! -IL— I Door EXP B EXP C +1 -13.5 1 521 NOTE 1 0-93 V[PII 0-93 MPH PSF Wi NOTE 1 +20,_2I PSF 3i 93- 116 84-104 N11PE ,t NOTE 1 E +fit€,-56 PSF 3728 117-1" MPH 105-170 INNLPACTV 6PI NOTE 1: COST OF DOORS SET BY VENDOR AND TAKE 5 Wind Loading - Impact Glazing Requirements IBC" 2012, 2015. FBCSC" RC, Miami Dade County .ASCE 7-10: Over 140 mph or over 130 mph wlthl I mile of coast IBC 201, IBC 2006, IBC 2009, Texas Department of Insurance A.SCE 7-0 5: Cher 120 mph or over 110 mph within I mile of coast "Pending respective product approvals V— Nt V co co rn V J LL WJ� p Q0L Z >- >- W U�w p _AWN W —No >Q Olaaaaaa> W� Q -J in Q LC) � m Z E— W J 0Z W�Q JJ ,^ �Q < Lo 0L Lo �-�ti o Z 00 S wd� Q -a O 0 U < E OHo� Q Cr 30"C� C: wzo;� N z 3 NUCL, 3 INEEIM This Drawing s the property Ot Ch" ey Rab "" A55oC�a'es' This DroWing is not to be copied Whole or in :n Part This Drawing or the informal�on here upon is not to be used on any other project and must be returned to Chldrey Robinson Associates upon request. Copyright 2006, Ch:ldrey Robinson Associates. Written ddmenslons take precedence over scaled dimensions_ EN OF .0 1 1 p AR XMI ;. IIN REV. I DESCRIPTION ®I al A-103 c� 0 w 0 U w _I cV 0 00 0 cV w in 0 0 a J w a w N LO w Y U U a 2 A-300 NOTE: SIGNAGE TO BE PERMITTED SEPARATELY 0 OPREFINISHED MTL 5 OVERFLOW SCUPPER �, nl (COLOR DK BRONZE) WALL PACK, J SEE ELEC. NO O PREFINISHED MTL DOWNSPOUT i& LEADERHEAD WI 8 STRAP ANCHORS PER D.S., TYP. `1 (COLOR DK BRONZE) o L L_ 1 X 2 SPLASHBLOCK OR CONNECT TO STORM DRAIN (COOOD. Wl CIVIL). O 10'-94" L CJ = CONTROL JOINT TJ = TOOLED JOINT NORTH ELEVATION 1 /4"=11-011 3 A-300 PREFINISHED MTL COPING FINISH TO MATCH �� CLEAR GLASS �� // 5 �/// it II„ O O Ile JOINT IN EIFS CLEAR GLASS III q II II 10'-1" 6' RND PIPE BOLLARD, TYP. COLOR TO MATCH ( EXTERIOR FINISH SCHEDULE NO, AREA COATS COLOR FINISH O EIFS OR STUCCO MAIN COLOR SEE SPECIFICATION AND MANUFACTURERS REQ MENTS MATCH SW COLOR 7693, STONEBRIAR # FINISH TO MATCH STO "MEDIUM SAND" OR DRYVIT "SANDPEBBLE FINE" OEIFS OR STUCCO ACCENT BAND AND FACE SEE SPECIFICATION AND MANUFACTURER'S REQ'MENTS MATCH SW COLOR #7678, COTTAGE CREAM FINISH TO MATCH STO "FINE SAND" OR DRYVIT "SANDBLAST" EIFS OR STUCCO CORNICE SEE SPECIFICATION AND O EIFS OR STUCCO WAINSCOT MANUFACTURER'S REQ'MENTS MATCH SW COLOR #6097, STURDY BROWN FINISH TO MATCH STO "MEDIUM SAND" OR DRYVIT "SANDPEBBLE" OCOPING SEE SPECIFICATION AND MANUFACTURER'S REQ'MENTS MATCH SW COLOR #6871, POSITIVE RED FINISH TO BE KYNAR 500 PREFINISHED OEIFS OR STUCCO SECONDARY COLOR SEE SPECIFICATION AND MATCH SW COLOR #6871, POSITIVE RED FINISH TO MATCH STO "MEDIUM SAND" OR DRYVIT "SANDPEBBLE FINE" MANUFACTURER'S REQ'MENTS O TOWER SEE SPECIFICATION AND MANUFACTURER'S REQ'MENTS MATCH SW COLOR #6871, POSITIVE RED FINISH TO BE KYNAR 500 PREFINISHED PREFINISHED STANDING SEAM ROOF 7O BOLLARDS SEE SPECIFICATION AND MANUFACTURER'S REQ'MENTS MATCH SW COLOR #6871, POSITIVE RED ----- u PREFINISHED MTL OVERFLOW SCUPPER (COLOR DK BRONZE) — PREFINISHED MTL DOWNSPOUT & LEADERHEAD (COLOR DK BRONZE) O 'V' JOINT IN EIFS 4 -84 1 X 2 SPLASHBLOCK OR CONNECT TO STORM DRAIN (COORD. WI CIVIL). SOUTH ELEVATION 1 /4"=11-011 EXTERIOR FINISH NOTES: 1. EIFS TO BE STO THERM Cl CLASSIC, DRYVIT OUTSULATION PLUS MD OR APPROVED EQUAL. 2. EIFS TO HAVE ULTRA -HIGH IMPACT MESH TO 4'-0" AFF . 3. EIFS TO HAVE HIGH IMPACT MESH FROM 4'-0" AFF TO 8'-0" AFF 4. EIFS TO HAVE STANDRARD IMPACT MESH ABOVE 8'-0" AFF. 5. METAL ROOF TO BE ATAS DUTCH SEAM OR BERRIDGE MANUF. WITH DEEP VEE PANELS AND 2" BATTEN CAPS. 6. METAL ROOF PANELS TO BE 24 GA, GALVALUME WITH KYNAR 500, 2.0 MILS THICK FLOUROCARBON FINISH.. 7. METAL COPING TO BE PREFINISHED, 24 GA. GALVALUME WITH KYNAR 500, 2.0 MILS THICK FLOUROCARBON FINISH.. TJ = TOOLED JOINT WEST ELEVATION 1 /4"=1'-0'1 12'-8" / 3'-4" I` 11'-2 ELEC. PANEL, PAINT DK J BRONZE EAST ELEVATION 1 /4"=1'-011 PAINT DOOR AND FRAME COLOR TO BE SW #6076 'TURKISH COFFEE' II u tIIXI EIFS V-JOINT DETAIL 1 1 /2"=1 1-0" I. LID C`7 CL f('7_ V / 1.J 0 W O (C/) D � J z M: F— �cj� Z >- W Va'w O WN W �No >Q 0E-> Lu o Q 0 Q LO F— m Z F— W _j Q WQ J_1 §F- rl-- < F-2ti � o LL moo zNo � >�M QR O� V O � >5Q � o 7- EA This Drawing is the property of Chid rey Robinson Associates This Drawing is not to be copied In Whole or in part. This Drawing or the infortnotian here upon is not to be used on any other project and must be returned to Childrey Robinson Associates upon request. Copyright 2006, Childrey Robinson Associates. Written dimensions take precedence over scaled dimensions ��� of PL8 �1 1.2 L � Poe p AR 102330 t�t2�23 REV. I DESCRIP110N A m 2 IV) IV' - - - - - - - - -- - -- - - L_ _ � TRENCH, TYP AT ALL LURE TRENCHES. SEE 1 BUILDING SECTION STRUCT. A-303 1 /4"=1'-011 i 3 0 O w _I 0 0 N w Cn O O CL �J L.� 2 w N to w Y F BUILDING SECTION 1 /4"=1'-0" 0' 9 PIT FRAME SIDE ANGLES A-303 1 /2"=1'-0" INTERIOR WALL RECESS SLAB DETAIL 1 1 /2"=1'-0" PAINT EXPOSED STRUCTURAL MEMBERS FAN BEYOND, SEE MECH. —'--� I L_J OVERHEAD DOOR Lei y 1 \ PAINT ON \ VINYL \ PLYWOOD \ BASE 10'-4" - PIT FRAME OUTER FRAME A-303 111770" BEARING 11/2' EIFS 8" WIDE TALL CON( T� F F oud. ie 4' r'1 4' 0 J o P J J o J TOP VIEW le 3' 1'-72 T IL 3' rat■ 6 A-303 7'-0" SIDE VIEW OIL SCREEN cV �L2X1X1/8X0'-4' L1 X 1 X 1/8 OIL SCREEN SUPPORT FRAME �L3X3X1/4X7-0' �— 5/18' DIA HOLE ,,,,— 5/15' X #" SLOT L2X'tX118X0'-4' /— ROLLERS PROVIDED BY TAKE 5 ---L3X3X114X7-O' -14 GA STEEL PLATE PAN - BENT PL. BOTT. AND ENDS WELDED TO SIDES 3/4' DIA PIPE COUPLING AT EA END PROVIDE BLACK POWDER COAT FINISH 3/4' U EDGING FRAME W/ WELDED CORNERS 314' #9 EXPANDED MTL SCREEN OVER 1/2, #9 EXPANDED MTL SCREEN IN FRAME - (ORIENT EXP. MTL. SCREEN PATTERS PERPENDICULAR TO EACH OTHER 9 OIL TRAY DETAILS A-303 1 "=1'-011 GRUB SCREWS TO TIGHTEN FRAME INTO PIT OPENING GRUB SCREWS TO TIGHTEN 6" FRAME INTO PIT OPENING n L L Y 5 PIT FRAME DETAILS r6 NPIT FRAME SECTION A-3o3 1 /2"=1'-011 A 303 1 /2"=1'-011 2 X 2 X 1/4 METAL ANGLE, NOTE: PIT FRAMES ARE TO s BUILDING SECTION POWDER COAT SAFETY BE SET IN PLACE. DO NOT PIT FRAMES TO BE SUPPLIED BY A-303 1 /4"=1'-011 YELLOW �� FASTEN TO CONCRETE. GC, AND INSTALLED BY GC 2'`6„ O I N � m / 1■ / 3112 X 6 X 5/18 MTL ANGLE, POWDER / / COAT SAFETY YELLOW 8 3' A-303 4r j j j j 7 PIT FRAME SECTION A-303 1 "=1'-0" 2 X 2 X 1/4 ANGLE WELD 6 X 3 1/2 X 5/16 ANGLE ('7 VJLL W uj O U_j Z== F- �0� Z >- w U°-w O WN J JNo jQ 0I-> w o Q J CQ LO �— coZ WJ 00QW Q JJ �eo�ti �Q ��L o :D N p N w¢ Q-o O r' z�x Ce ova, 3 C) -7—o ��M lC. Z N �? N U O 11MOME This Drowing is the property of Childrey Robinson Associates. Thia Drawmgl is not to be copied in whole or n part This Drowmg or the lnformotwn here upon is not to be used on any other project and must be retumed to Chldreeyy Robinson Associates upon request. Copyright 2006, Childray Robinson Associates. Written dimensions take precedence over scald dimensions. El t� of a �►AR XrZU1 Ea REV. DESCRIPTION $ PIT FRAME ANGLES 30-3 Am —011 N 16 C� O w Of 0 3 J h Qi Q N LO Y P N O O 00 LJO 1-1 CV �2 C� O w O 1 w N 3 0 0 U N J LL.. N Qi Q W IV LO Y O C O C Q O i 70 U 00 v _i N O 04 A. GENERAL I. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE GOVERNING BUILDING CODES, GOVERNING CODES LISTED SHALL INCLUDE ALL AMENDMENTS AND ADDENDA THAT WERE ADOPTED BY FEDERAL, STATE, AND LOCAL MUNICIPALITIES AT THE DATE OF THE CONTRACTING DOCUMENTS WERE ISSUED. 2020 EDITION OF THE INTERNATIONAL BUILDING CODE 2. WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURALLY AND ARCHITECTURAL CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENTS SHALL GOVERN. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE WORK SITE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES OR INCONSISTENCIES FROM THE ASSUMED CONDITIONS TO THE ARCHITECT OF RECORD PRIOR TO FABRICATION AND CONSTRUCTION. 4. NOTES AND DETAILS SHOWN ON THE PLANS SUPERCEDE GENERAL NOTES. DETAILS LABELED AS "TYPICAL" ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE OF SIMILAR CONDITION. 5. DO NOT SCALE DRAWINGS. CONTROLLING DIMENSIONS ARE PROVIDED BY ARCHITECT. fo. GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCIES BETWEEN EACH DISCIPLINE. ALL KNOWN DISCREPANCIES SHALL BE RESOLVED WITH DIRECTION FROM THE ENGINEER OF RECORD PRIOR TO FABRICATION, CASTING, AND ERECTION OF ANY STRUCTURAL MEMBERS. 1. GENERAL CONTRACTOR SHALL OBTAIN ALL CONTRACT DOCUMENTS AND LATEST ADDENDA AND SUBMIT SUCH DOCUMENTS TO ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBER. 8. GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT AND BRACE THE STRUCTURE DURING CONSTRUCTION. LATERAL BRACING PROVIDED IN THE CONTRACT DOCUMENTS IS BASED ON THE COMPLETED DESIGN IN ITS ENTIRETY. 5. CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. PROCEDURES, TECHNIQUES, MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SUBCONTRACTORS. 10. PERIODIC SITE OBSERVATIONS BY THE ENGINEER OF RECORD MAY BE PERFORMED TO ASSES THE PROGRESS AND CONFORMANCE OF CONSTRUCTION TO THE CONTRACT DOCUMENTS. SITE VISITS ARE LIMITED TO THE EXTENTS OF THE ITEMS OBSERVED AND DO NOT REPRESENT AN EXHAUSTIVE OR CONTINUOUS OBSERVATION FOR THE QUALITY OF WORK. II. GENERAL CONTRACTOR SHALL INFORM THE STRUCTURAL ENGINEER OF RECORD WHENEVER PENETRATIONS AND OPENINGS ARE REQUIRED THROUGH A STRUCTURAL MEMBER. DO NOT PENETRATE, NOTCH, AND FIELD MODIFY, ETC. ANY STRUCTURAL MEMBER WITHOUT WRITTEN PERMISSION. 12. GENERAL CONTRACTOR SHALL COORDINATE CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DISCIPLINES FOR ANY CONFLICTS WITH STRUCTURAL DRAWINGS. B. DESIGN CRITERIA I. DEAD LOAD MATERIALS ASSUMED IN THE DESIGN ARE SHOWN ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. 2. LIVE LOADS: 3. AN ADDITIONAL 15 PSF PARTITION LOAD SHALL BE INCLUDED WITH ANY LIVE LOAD LESS THAN 80 PSF AND IN AN AREA SUBJECT TO FUTURE CHANGES. LOCATION UNIFORM LOAD (PSF) CONCENTRATED LOADS(#) GARAGE 40 LOBBIES AND FIRST FLOOR CORRIDORS 100 OFFICE 50 ROOF 10 STAIRS AND EXITS 100 LIGHT STORAGE 125 4. WIND LOADS ULTIMATE WIND SPEED 131 MPH (3-5EC GUST) NOMINAL WIND SAPPED 166 MPH (3-SEC GUST) RISK CATEGORY II .EXPOSURE CATEGORY B INTERNAL PRESSURE COEFF. +l- 6.18 COMPONENTS AND CLADDING SEE DIAGRAM SEISMIC LOADS SEISMIC IMPORTANCE FACTOR MAPPED SPECTRAL RESPONSE ACCELERATIONS SITE CLASS SPECTRAL RESPONSE COEFFICIENTS SEISMIC DESIGN CATEGORY BASIC SEISMIC FORCE RESISTING SYSTEM: DESIGN BASE SHEAR SPECTRAL RESPONSE COEFFICIENTS RESPONSE MODIFICATION FACTOR ANALYSIS PROCEDURE: C. FOUNDATION LE = 1.0 SS =0.058 Sl =0.031 D SDS = 0.062 SDI =0.051 D LIGHT FRAMED WOOD SWATHED WITH WOOD STRUCTURAL PANELS (VS = CS"W) (CS = SDS/(R/LE)) CS=0.00095 R =6 1/2 EQUIVALENT LATERAL FORCE PROCEDURE 1. FOUNDATION DESIGN IS BASED THE ON THE MINIMUM ALLOWABLE BEARING PRESSURE ALLOWABLE PER THE ASCE OF THE ADOPTED CITY AND STATE CODE 2. ALL RECOMMENDATIONS THEREIN THAT RELATED TO THE WORK SHOWN ON THESE DRAWINGS SHALL BE FOLLOWED. 3. THE FOUNDATION SYSTEMS ARE DESIGNED BASED ON THE FOLLOWING CRITERIA CONTINGENT ON THE BUILDING PAD PREPARATION RECOMMENDED IN THE ABOVE GEOTECHINCAL REPORT. SPREAD FOOTINGS TOTAL LOADING 1500 PSF 4. PRIOR TO PLACEMENT OF SLAB ON GRADE, THE EXPOSED SUBGRADE SHOULD BE REMOVED AS NEEDED TO INSURE NO SOFT OR WET AREAS EXIST. IF WEAK SPOTS ARE ENCOUNTERED, THE AREA SHOULD BE SCARIFIED A MINIMUM OF fo INCHES, THEN RE COMPACTED TO A MINIMUM -35% OF STANDARD PROCTOR DENSITY AS DETERMINED BY THE ASTM D-698 PROCEDURE, AT OPTIMUM MOISTURE CONTENT (0 TO +3%). 5. FOUNDATION SETTLEMENT IS ANTICIPATED THAT SPREAD FOOTINGS DESIGNED USING THE RECOMMENDED ALLOWABLE BEARING CAPACITIES WILL EXPERIENCE DIFFERENTIAL SETTLEMENTS THAT WILL BE WITHIN THE I INCH MAXIMUM THAT THIS TYPE OF STRUCTURE CAN TOLERATE. D. SLAB ON GRADE FOUNDATION 1. GENERAL CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER OR OTHER AUTHORIZED INSPECTOR FOR REVIEW OF THE FOUNDATION BEARING SURFACE, INSPECTION OF FOUNDATION INSTALLATION, AND PLACEMENT OF REINFORCING STEEL THE CONTRACTOR SHALL NOT PLACE CONCRETE WITHOUT ENGINEER'S APPROVAL 2. GENERAL CONTRACTOR SHALL NOTIFY THE AUTHORIZED INSPECTOR 48 HOURS IN ADVANCE OF ANY MAJOR FOUNDATION POURS. 3. FORM EXPOSED FACES OF GRADE BEAMS. 4. GRADE BEAM BOTTOM STEEL SHALL BE CHAIRED AT 5 FEET ON CENTER MAXIMUM SPACING. 5. GRADE BEAM BOTTOM STEEL REINFORCEMENT SHALL BE SPLICED OVER THE SUPPORTING FOUNDATION ELEMENTS. GRADE BEAM TOP REINFORCEMENT SHALL BE SPLICED AT MID SPAN BETWEEN SUPPORTING FOUNDATION ELEMENTS. 6. SLAB ON GRADE REINFORCING SHALL BE CHAIRED TO THE SPECIFIED HEIGHT TO PROVIDE A MINIMUM CLEAR COVER TO GRADE AND MINIMUM COVER TO THE TOP SURFACE. 1. VAPOR BARRIER SHALL HAVE NO MORE THAN 0.01 PERMS AS TESTED BEFORE AND AFTER MANDATORY CONDITIONING (ASTM E 1145 SECTION 1.1 AND SUB -PARAGRAPHS 1.1.2-5), MEET OR EXCEED THE REQUIREMENTS OF ASTM E 1145 CLASS A AND BE NO LESS THAN 15 MILS THICK. 8. ALL VAPOR RETARDER/BARRIER SEAMS SHALL BE OVERLAPPED A MINIMUM OF 6 INCHES AND TAPED WITH MANUFACTURER'S TAPE. ALL PENETRATIONS, BLOCK -OUTS, AND OPENINGS SHALL BE SEALED USING A COMBINATION OF THE VAPOR BARRIER/RETARDER, MASTIC AND MANUFACTURER'S TAPE. S. THE CONTRACTOR SHALL PERFORM EXCAVATIONS, FOOTING CONSTRUCTION, AND PREPARATION OF THE COMPACTED FILL UNDER THE STRUCTURE IN ACCORDANCE WITH RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT. le. EXCAVATIONS FOR FOUNDATIONS SHALL BE CLEANED AND HAND TAMPED TO A UNIFORM SURFACE. FOOTING EXCAVATIONS SHALL HAVE THE SIDES AND BOTTOMS TEMPORARILY LINED WITH 6 MIL VISQUEEN IF PLACEMENT OF CONCRETE DOES NOT OCCUR WITHIN 2 HOURS OF THE EXCAVATION OF THE FOOTING. D. SLAB ON GRADE FOUNDATION (CONT.) 11. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT SHALL BE REPORTED TO THE STRUCTURAL ENGINEER AND/OR THE GEOTECHNICAL ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. 12. GENERAL CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER 48 HOURS PRIOR TO PLACEMENT OF CONCRETE IN THE FOUNDATIONS. 13. IF THERE IS SEEPAGE IN EXCESS OF ONE INCH (I"), THE FOOTING EXCAVATION SHOULD BE PUMPED DRY. 14. ALL BACKFILL SHALL BE PLACED AND COMPACTED IN 8" LIFTS OR AS SPECIFIED IN THE GEOTECHNICAL REPORT. 15. FILL SHALL BE CLEAN INACTIVE CLAY NOT SILT OR AS SPECIFIED IN THE GEOTECHNICAL REPORT. 1(o. STRUCTURAL FILL UNDER FLOOR SLAB SHALL HAVE A PLASTICITY INDEX LESS THAN 20 OR AS SPECIFIED IN THE SOILS REPORT. FILL SHALL BE COMPACTED IN ACCORDANCE WITH RECOMMENDATIONS CONTAINED IN THE SOILS REPORT. 11. ALL GRADE ADJUSTMENTS FOR SLAB -ON -GRADE CONSTRUCTION SHALL BE ACCOMPLISHED WITH SELECT FILL AS SPECIFIED IN THE GEOTECHNICAL REPORT. I8. SLAB -ON -GRADE CONCRETE SHALL BE POURED AGAINST A PREPARED SUBGRADE CONTAINING FREE WATER, ICE, FROST, MUD OR OTHER UNSUITABLE MATERIALS. 19. TRENCHES FOR BURIED PLUMBING SHALL NOT RUN ALONG. PLUMBING PENETRATIONS MAY CROSS AT RIGHT ANGLES. TRENCH BACKFILLS SHALL BE THOROUGHLY COMPACTED. 20. FORMWORK ERECTION SHALL BE ERECTED IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE GUIDE TO FORMWORK FOR CONCRETE, ACI 341 21. HOT WEATHER CONCRETING PROVISIONS FOR CONSTRUCTION PRACTICES WHEN AMBIENT AIR TEMPERATURE IS ABOVE 90 DEGREES FAHRENHEIT SHALL FOLLOW RECOMMENDATIONS PER AMERICAN CONCRETE INSTITUTE STANDARD SPECIFICATION FOR HOT WEATHER CONCRETING, ACI-305R. A. PROPER ATTENTION SHALL BE GIVEN TO INGREDIENTS, PRODUCTION METHODS, HANDLING, PLACING, PROTECTION, AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES OR WATER EVAPORATION THAT COULD IMPAIR REQUIRED STRENGTH OR 5ERVICEA51UTY OF THE STRUCTURE. B. FRESH CONCRETE TEMPERATURE SHALL BE MAINTAINED BELOW 95 DEGREES FAHRENHEIT FOR 24 HOURS AFTER PLACEMENT. C. MAXIMUM AMBIENT TEMPERATURE FOR CONCRETE PLACEMENT WITHOUT HOT WEATHER CONCRETING PROVISIONS IS 'Be DEGREES FAHRENHEIT AND COOLING. 22. COLD WEATHER CONCRETING PROVISIONS FOR CONSTRUCTION PRACTICES WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT SHALL FOLLOW RECOMMENDATIONS PER AMERICAN CONCRETE INSTITUTE STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING, ACI-30foR. A. ADEQUATE EQUIPMENT SHALL BE PROVIDED FOR HEATING CONCRETE MATERIALS AND PROTECTING CONCRETE DURING FREEZING OR NEAR FREEZING WEATHER. B. ALL CONCRETE MATERIALS AND ALL REINFORCEMENT FORMS, FILLERS, AND GROUND WITH WHICH CONCRETE IS TO COME IN CONTACT SHALL BE FREE FROM FROST. FROZEN MATERIALS OR MATERIALS CONTAINING ICE SHALL NOT BE USED. C. CONCRETE SHALL BE MAINTAINED ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST CONDITION FOR AT LEAST THE FIRST 1 DAYS AFTER PLACEMENT EXCEPT WHEN A CURING ACCELERANT OR METHOD IS USED. D. MINIMUM AMBIENT TEMPERATURE FOR CONCRETE PLACEMENT WITHOUT COLD WEATHER CONCRETING PROVISIONS IS 40 DEGREES FAHRENHEIT AND RISING. E. CONCRETE I. ALL CONCRETE MIX SHALL BE DESIGNED BY A QUALIFIED REGISTERED ENGINEER I LAB CONCRETE MIX DESIGN DATA RESULTS SHALL BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL 2. CONCRETE MIX DESIGNS SHALL BE DESIGNED FOR THE APPROPRIATE EXPOSURE CATEGORY CLASS PER LATEST EDITION OF AMERICAN CONCRETE INSTITUTE ACI-318. 3. CONCRETE FOR SLAB -ON -GRADE, GRADE BEAMS, WALLS, ELEVATED AND FOOTINGS SHALL HAVE NATURAL SAND, FINE AGGREGATE, AND NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM C33, TYPE I PORTLAND CEMENT CONFORMING TO ASTM Cl50, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH WC) AT 28 DAYS AS FOLLOWS LOCATION: WC) MAX. AGGREGATE SIZE SLAB ON GRADE 3000 PSI 1 12 SHALLOW SPREAD FOOTINGS 3000 PSI 1 1/2" SHALLOW MAT FOUNDATION 3000 PSI 1 1/2" RETAINING WALLS AND WALLS 4000 PSI 1 112" COLUMNS 5000 PSI 1 112" ELEVATED DECK 5000 PSI 1 1/2" SLAB ON METAL DECK 5066 PSI I" 4. MAXIMUM SLUMP IN CONCRETE SHALL NOT EXCEED 5" IN FLATWORK AND 6" WHEN PLACED BY PUMP. 5. WATER USED IN CONCRETE MIX SHALL BE CLEAN, FRESH, AND POTABLE. 6. MAXIMUM WATER TO CEMENTITIOUS MATERIAL RATIO (W1CM) SHALL NOT EXCEED 0.50 1. MAXIMUM COARSE AGGREGATE SIZE FOR LIGHTWEIGHT CONCRETE MIXES SHALL BE 3/8 INCHES. 8. FLY ASH MAY BE USED AS A POZZOLAN TO REPLACE A PORTION OF THE PORTLAND CEMENT IN A CONCRETE MIX, SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER. FLY ASH, WHEN USED, SHALL CONFORM TO ASTM C618. CONCRETE MIXES USING FLY ASH SHALL BE PROPORTIONED TO ACCOUNT FOR THE PROPERTIES OF THE SPECIFIC FLY ASH USED AND TO ACCOUNT FOR THE SPECIFIC PROPERTIES OF THE FLY ASH CONCRETE THUS RESULTING. THE RATIO OF THE AMOUNT OF THE FLY ASH TO THE TOTAL AMOUNT OF FLY ASH AND CEMENT IN THE MIX SHALL NOT EXCEED 20 PERCENT. 9. CONCRETE SHALL BE PROPORTIONED TO MEET THE REQUIREMENTS OF ACI 318. CONCRETE SHALL BE DESIGNED FOR EXPOSURE CLASS F0, S0, P0, AND CO UNLESS NOTED OTHERWISE. 10. SUPER -PLASTICIZERS MAY BE ADDED TO THE CONCRETE MIX TO REDUCE WATER CONTENT WHEN PLACING CONCRETE BY PUMPING. PLASTICIZERS AND OTHER CHEMICAL ADMIXTURES SHALL CONFORM TO ASTM C4S4. 11. CONCRETE MIX DESIGN SHALL HAVE A RECORD OF 30 COMPRESSIVE STRENGTH TESTS. RECORDS WITH LESS THAN 30 COMPRESSIVE STRENGTH TESTS ARE ACCEPTABLE ONLY IF A MINIMUM 10 CONSECUTIVE TESTS HAVE BEEN PERFORMED WHICH ENCOMPASS A PERIOD OF TIME MORE THAN 45 DAYS. RECORDS SHALL PROVIDE EVIDENCE THROUGH STANDARD DEVIATION CALCULATION THAT THE CONCRETE MIX DESIGN MEETS AND EXCEEDS THE MINIMUM COMPRESSIVE STRENGTH SPECIFIED. 12. CONCRETE FINISHES SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS FOR DESIRED SURFACE FINISH. 13, CONCRETE PLACED IN INTERIOR AREAS NOT SUBJECT TO EXPOSURE TO EARTH OR WEATHER SHALL HAVE A SMOOTH TROWEL FINISH UNLESS NOTED OTHERWISE BY ARCHITECT. 14. CONCRETE PLACED IN EXTERIOR AREAS SUBJECT TO EXPOSURE TO EARTH OR WEATHER OR VEHICULAR TRAFFIC SHALL HAVE A ROUGH BROOM FINISH UNLESS NOTED OTHERWISE BY ARCHITECT. 15. CURING COMPOUND MAY BE USED IN LIEU OF WET CURING. SUBMIT CURING COMPOUND TO ARCHITECT AND ENGINEER FOR REVIEW. CURING COMPOUNDS THAT MAY HAVE CONFLICT WITH THE FINISH SHALL NOT BE USED. 1(o. CONCRETE CURING SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE, ACI-308. 11. SLABS AND ELEVATED DECKS SHALL BE GENERALLY FLAT AND LEVEL AREAS THAT REQUIRE DROPS AND SLOPES SHALL AS SPECIFIED ON ARCHITECT/ENGINEER DRAWINGS. 18. ARCHITECTURALLY EXPOSED CONCRETE FINISHES AND STAINS SHALL BE AS DIRECTED BY ARCHITECTURAL SPECIFICATIONS. WOOD I.) ALL JOISTS AND RAFTERS SHALL BE #3 SYP UNLESS OTHERWISE NOTED. MULTIPLE 2 X 12 BEAMS SHALL BE OF #2 SYP. ALL WALL STUDS TO BE STUD GRADE OR # 3 SYP. ATTACH ALL RAFTER ENDS TO EXTERIOR WALL FRAMING WITH SIMPSON HI CONNECTORS. USE 5IMF50N HCP FOR HIP � VALLEY CONNECTORS. IN LIEU OF 3 - SD NAILS AS NOTED IN THE I.R.C., ATTACH CEILING AND FLOOR JOISTS TO TOP PLATES W/ 3 - 12D COMMON NAILS (TOENAILED) AT EACH END WHERE A CONNECTOR TIE IS NOT USED. 2.) BOLT HOLES THROUGH WOOD SHALL BE DRILLED 1116" MAXIMUM LARGER THAN THE DIAMETER OF THE BOLTS TO BE INSTALLED. BOLTS THROUGH WOOD SHALL BE FITTED WITH STANDARD WASHERS. 3.) WOOD FRAMING MEMBERS AND CONNECTIONS SHALL BE CONSTRUCTED AND NAILED IN ACCORDANCE WITH THE I.R.C. BUILDING CODE, LATEST EDITION, UNLESS OTHERWISE NOTED, DETAILED OR SPECIFIED. 4.) WALL STUDS TO BE 2 X 4 OR 2 X 6 STUDS 0 1(o" O.C. ATTACH EACH STUD TO TOP AND SOLE PLATES WITH 2-16D NAILS EACH END. AT EXTERIOR WALLS WITHOUT PLYWOOD SHEATHING ATTACH STUDS TO THE BOTTOM SOLE PLATE WITH AN ADDITIONAL 5IMF50N H3 HURRICANE ANCHOR AT 32" O.G. SEE PLAN NOTES FOR ADDITIONAL CONNECTIONS. 5.) JOISTS UNDER NON -LOAD BEARING PARTITIONS SHALL BE DOUBLED. (o.) PROVIDE 5IMF50N GALVANIZED "LU I LUS" STANDARD JOIST HANGERS AT SOLID SAWN FLUSH JOINT CONNECTIONS, AND FOR TRUSSES AT FLUSH BEAM CONNECTIONS, OR USE SIMPSON LBV HANGERS. ALL FLUSH BEAM - TO - BEAM CONNECTIONS ARE TO BE MADE WITH SIMP50N "HGLT � GLT" CONNECTORS, U. N. O. ALL SIMPSON SPECIFICATIONS AND RECOMMENDATIONS ARE TO BE FOLLOWED, UNLESS NOTED OTHERWISE. 1.) LET -IN DIAGONAL WOOD FRAME BRACING SHALL BE CONTINUOUS #2 KD I X (o, WELL ANCHORED TO HEAD AND SILL PLATES AND ATTACHED TO EACH WALL STUD ALONG DIAGONAL 8.) PLYWOOD OR SHEATHING SHALL BEAR AN AFPA TRADEMARK AND BE STAMPED PERFORMANCE RATED FOR APPLICATION AND EXPOSURE ON PANEL. FACE GRAIN IS TO RUN PERPENDICULAR TO SUPPORT MEMBERS FOR HORIZONTAL (FLOOR AND ROOF) SHEATHING. S.) PROVIDE THE SAME NUMBER OF WALL STUDS UNDER BEAMS AS THE NUMBER OF MEMBER'S IN THE BEAMS UNLESS NOTED OTHERWISE (3 - 2 X 4 STUDS UNDER EACH END OF A BEAM MADE OF 3 - 2 X 10 MEMBERS). STUDS TO BE GLUED AND NAILED TO FUNCTION AS A SINGLE COLUMN. 10.) WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE TREATED LUMBER. 11.) WOOD COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARINGS, AND SHALL BE POSITIVELY ANCHORED TO FOUNDATION WITH APPROVED POST BASES. SUPPORT COLUMN AND POST SECURELY IN POSITION AND PROTECT BASE FROM. DETERIORATION. COLUMNS AND POSTS OF TREATED WOOD MAY BE PLACED DIRECTLY ON CONCRETE OR MASONRY. USE TREATED WOOD FOR ALL FLOOR JOISTS WHICH ARE EXPOSED OR WITHIN IS" OF THE GROUND, OR IN PERMANENT CONTACT WITH EARTH. 12.) JOISTS SHALL BE LATERALLY SUPPORTED AT THE ENDS, AT EACH SUPPORT AND AT 8'-0" O.C. MAXIMUM BY SOLID BLOCKING. WHERE THE ENDS OF JOISTS ARE NAILED TO A FLUSH HEADER, BAND OR RIM JOISTS OR TO AN ADJOINING STUD, END BLOCKING MAY BE OMMITTED, U.N.O. AT SHEARWALLS. SOLID BLOCKING SHALL BE NOT LESS THAN TWO INCHES (2") IN THICKNESS AND SHALL MATCH THE DEPTH OF THE JOIST. 13.) AT EXTERIOR SOLE PLATES PROVIDE 5/5" DIA. X 10" LONG ANCHOR BOLTS, WITH 2 X 2 SQUARE WASHERS, AT 4'-0" (MAX.) O.G., WITH BOLTS AT 12" MAXIMUM FROM WALL ENDS. BOLTS SHALL BE EMBEDED 1" MINIMUM INTO CONCRETE. AS AN ALTERNATE 5IMP50N "MAS" HOLD - DOWNS MAY BE USED. PLACE (0' FROM WALL ENDS AND SPACE AT 2'-8" O.G. SEE PLANS FOR ANY ADDTIONAL SPACING AND HOLD-DOWN AND ANCHORING REQUIREMENTS. 14.) ALL BEAMS MADE UP OF MULTIPLE 2 X JOISTS SHALL BE CONNECTED AS PER THE I.R.C. CODE REQUIREMENTS, OR LOCAL CODE, WHICHEVER IS STRICTER. 15.) FLITCH BEAM BOLTS SHALL BE 3/4" DIAMETER, U.N.O., LOCATED 2" FROM STEEL PLATE EDGES AND SHALL BE STAGGERED. PROVIDE TWO (2) STANDARD WASHERS PER BOLT, ONE (1) WASHER INSTALLED ON EACH SIDE OF BEAM. 1(o.) FLOOR DECKING TO BE MIN. 3/4" TIG PLYWOOD NAILED TO FLOOR FRAMING WITH IOD NAILS SPACED AT 4" O.C. AT PLYWOOD SHEET EDGES AND 10" O.C. AT INTERIOR SUPPORTS. (8 GAUGE SCREWS 1 1/4" MIN. PENETRATION INTO SUPPORT MEMBER MAY BE USED IN LIEU OF IeD NAILS FOR DECKING ATTACHMENT, SAME SPACING AS NAILS.) 11.) IF NOT SPECIFIED BY APPLICABLE BUILDING CODES, WOOD MEMBERS, CONNECTIONS AND CONSTRUCTION SHALL COMPLY WITH AITC TIMPER CONSTRUCTION MANUAL REQUIREMENTS, LATEST EDITION. 18.) ALL SIMPSON CONNECTORS USED WITH TREATED WOOD MEMBERS TREATED WITH CHROMATED COPPER ARSENATE (CCA-C) OR DOT SODIUM BORATE (SBX) SHOULD BE COATED WITH STANDARD G90 GALVANIZING AND CONNECTED WITH NAILS, SCREWS, OR BOLTS THAT ARE POST HOT DIP GALVANIZED. ALL SIMPSON CONNECTORS USED WITH WOOD MEMBERS TREATED WITH ALKALINE COPPER QUAT (ACQ-C) AND ACQ-D) OR COPPER AZOLE (CBA-A AND CA-B) OR ANY OTHER "NON -DOT" BORATE SHOULD BE COATED WITH SIMPSON Z MAX (GI85) OR POST HOT DIP GALVANIZED (HDG) AND CONNECTED WITH NAILS, SCREWS, OR BOLTS THAT ARE POST HOT DIP GALVANIZED (HDG) OR ARE STAINLESS STEEL (55T300). WOOD TREATED WITH AMONIACAL COPPER ZINC ARSENATE (ACZA) OR ANY OTHER PRESERVATIVE TREATMENT NOT NOTED ABOVE IS NOT ALLOWED FOR CONSTRUCTION. IS.) FOR ENGINEERED WOOD PRODUCTS NOTED ON PLANS, ALL MANUFACTURER SPECIFICATIONS AND INSTALLATION REQUIREMENTS MUST BE FOLLOWED U.N.O. 20.) TEMPORARY BRACING IS STRICTLY THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURAL ELEMENTS OF THIS PROJECT WERE DESIGNED BY THE ENGINEER OF RECORD TO RESIST THE CODE SPECIFIED LOADS THAT COULD OCCUR IN THE FINAL COMPLETED STRUCTURE ONLY, POSSIBLY RELYING UPON OTHER ARCHITECTURAL AND STRUCTURAL ELEMENTS FOR BRACING. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE DESIGN AND CONSTRUCTION OF ALL TEMPORARY CONSTRUCTION BRACING NEEDED TO MAINTAIN THE SAFETY AND INTEGRITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION UNTIL ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS ARE ERECTED, FASTENED AND OTHERWISE COMPLETED AS DETAILED ON THE DESIGN DRAWINGS. N. WOOD TRUSSES I. PLATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE ANSI/TPI I CURRENT EDITION. 2. GENERAL CONTRATOR SHALL PROVIDE TEMPORARY BRACING FOR TRUSS INSTALLATION IN ACCORDANCE WITH BUILDING COMPONENT SAFETY INFORMATION GUIDELINES: SCSI-15, 5CSI-82, 5C5I- 53, BCSI-Bl, AND 5C5I-510 GUIDES FOR HANDLING, INSTALLING, RESTRAINING AND BRACING OF TRUSSES. 3. GENERAL CONTRACTOR SHALL ENSURE THAT THE BUILDING SUPPORT CONDITIONS ARE OF SUFFICIENT STRENGTH AND 5TA51ITY TO ACCOMODATE THE LOADS APPLIED DURING THE TRUSS INSTALLATION PROCESS. 4. TRUSSES SHALL BE PLACED PER THE APPROVED TRUSS LAYOUT. TRUSSES SHALL NOT BE INSTALLED UPSIDE DOWN. 5. TOLERANCE FOR OUT OF PLUMB ERECTION IS D/50 WHERE D IS THE DEPTH OF THE TRUSS. TOLERANCE FOR OUT OF PLANE BOWING IS L1200 WHERE L IS THE CLEAR SPAN OF THE TRUSS. 6. DO NOT CUT TRUSS MEMBERS. REPORT ANY DAMAGE TO TRUSS MANUFACTURER FOR REPAIR DIRECTIONS. 1. MATERIAL STAGING SHALL NOT PLACED ON UNRESTRAINED TRUSSES. STAGED MATERIAL SHALL BE PLACED FLAT AND PERPENDICULAR TO FLOOR TRUSSES TO SPAN ACROSS A MINIMUM OF 3 TRUSSES. SHEATHING MATERIAL SHALL NOT BE PLACED ON EDGE. MAXIMUM STAGED MATERIAL STACK HEIGHTS: A. GYPSUM BOARD SHALL NOT EXCEED 12" B. PLYWOOD OR OSB SHALL NOT EXCEED 16" C. ASPHALT SHINGLES SHALL NOT EXCEED 2 BUNDLES D. CONCRETE BLOCK SHALL NOT EXCEED 8" E. CLAY TILE SHALL NOT EXCEED 4 TILES. 8. PLATED WOOD TRUSS PROFILES SHALL BEAR THE SEAL OF A LICENCED PROFESSIONAL ENGINEER IN THE STATE OF WHICH THE PROJECT IS LOCATED. S. FLOOR TRUSSES SHALL BE DESIGNED FOR SUPERIMPOSED LOADS TCDL 15 PSF, BCDL 5P5F, BCLL 0 PSF, AND TCLL PER OCCUPANCY UNLESS NOTED OTHERWISE. 10. ROOF TRUSSES SHALL BE DESIGNED FOR SUPERIMPOSED LOADS OF TCDL 15 PSF, BCDL 5 PSF, BCLL 0 PSF, AND TCLL OF 20 PSF FOR CONSTRUCTION UNLESS NOTED OTHERWISE. 11. TRUSS DEFLECTION SHALL NOT EXCEED I INCH. M. COMPONENTS AND CLADDING PRESSURES. ROOF NET UPLIFT ZONE 0-10 $0. FT. 20 50. FT. 50 50. FT. >I00 60. FT. >500 $0. FT. 1 -41 -40 -39 -38 -36 2 -69 -62 -52 -45 -45 3 -104 -86 -63 -45 -45 WALL PRESSURE ZONE 0-10 SQ. FT. 20 50. FT. 50 50. FT. >I00 50. FT. >500 $0. FT. 4 38,-41 36,-n 34,-31 32,-35 28,-32 5 38,-50 36,-41 34,-43 32,-38 2S,-32 PARAPET PRESSURE ZONE 0-10 50. FT. 20 SQ. FT. 50 50. FT. >I00 60. FT. >500 $0. FT. 4 32,-36 30,-34 38,-31 21,-30 23,-26 5 32,-45 31,-42 28,-28 21, -34 23, -26 I. NOTES: (0-10 SQ FT EXAMPLE DENOTES EFFECTIVE WIND AREA 2. + AND - SIGNS SIGNIFY PRESSURES ACTING TOWARD OR AWAY FROM SURFACES RESPECTIVELY. ALL VALUES SHOWN ARE IN PSF. 3. WIND PRESSURE FOR FFFECTIVE WIND AREAS BETWEEN THE SPECIFIED RANGES MAY BE DETERMINED BY INTERPOLATION, OTHERWISE, USE THE VALUE ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 4. A = WIDTH OF EDGE STRIP EQUAL TO 10% OF THE LEAST HORIZONTAL DIMENSION (L OR B) OF 40% OF THE ROOF HEIGHT (H). WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF THE LEAST HORIZONTAL DIMENSION OR 3FT. 5. JOIST GIRDERS WITH TRIBUTARY AREAS GREATER THAN 100 SQ. FEET MAY BE DESIGNED USING MWFRS PROVISIONS. DESIGN FOR GROSS UPLIFT PRESSURE 42 PSF (I.OW) 6. VALUES SHOWN ARE BASED ON IBC 20121 ASCE 1-10 WIND CALCULATIONS FOR COMPONENTS AND CLADDING AND ARE ULTIMATE VALUES (LRFD). VALUES SHOWN ARE FOR USE IN ASCE 1-10 LOAD COMBINATIONS SHOWN IN SECTION 2.32 (1.0W) 1. THE BUILD LAYOUT SHOWN IS INTENDED TO BE SCHEMATIC, APPLY WIND PRESSURED PROVIDE SIMILARLY TO BUILDINGS) AT THIS PROJECT. 8. UNLESS OTHERWISE SPECIFIED, ROOF DEAD LOAD TO BE USED FOR NET UPLIFT CALCULATIONS SHALL NOT EXCEED 8 PSF. NET UPLIFT PRESSURE SHALL NOT BE LESS THAN 16 PSF. NO. 6=56 i :•p• ; �: Af 0% STATE OF l <<` •;OR10P��,� �D ,,,�� �01VAL 110fc� i�L H U Z O w W 0- 5; OC w p ir w CO Lu 0 :D W W w N o Q N rn am J LL VJ I _j 1 TW I..t� Lu N [RE F#: 21-1458-0015 DRN:EV CHK: OC ES: KB GENERAL NOTES SHEET NO. so.1 N C� O J W s O O 3 J LL N Q Q� N LO Q -14 J: J O O 00 LO N O� Q. Q U N U c Q E N O U O J / r) Q Q. Q / Q U C N N L Q N D / •J LIGHTING FIXTURE SCHEDULE GENERAL ELECTRICAL NOTES ELECTRICAL SYMBOL LEGEND MARK MANUF. CATALOG LAMP DATA VOLTS BALLAST DATA INPUT MOUNTING DESCRIPTION N0. TYPE N0. TYPE NUMBER WATTS I. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL LOCAL AND STATE CODES. CIRCUIT CONDUCTORS CONCEALED IN FLOOR, WALL OR CEILING. THERMOPLASTIC LED EXIT SIGN WITH RED ® LITHONIA LQM SW 3R 120/277 EL N - LED 120 - - <I UNIVERSAL LETTERS AND WHITE HOUSING. PROVIDE 90 ARROWHEAD INDICATES HOMERUN TO PANEL NOTED. MINUTE BATTERY BACKUP. 2. ALL MATERIAL, DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF THE UNDERWRITERS LABORATORIES, INC., AND THE INDICATES HOT LEG OF CIRCUIT TO BE CARRIED OVER TO NEXT DEVICE. SEE PLANS THERMOPLASTIC COMBINATION EGRESS LIGHT AND LITHONIA LHQM LED R - LED 120 - - <I UNIVERSAL LED EXIT SIGN WITH RED LETTERS AND WHITE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION. FOR CONTROL SCHEME. HOUSING. PROVIDE 90 MINUTE BATTERY BACKUP. 3. ALL ELECTRICAL PERMITS AND INSPECTION FEES SHALL BE OBTAINED AND PAID FOR Q JUNCTION BOX CEILING MOUNTED. SURFACE MOUNTED EXTERIOR EMERGENCY LIGHT. �14 LITHONIA AFF DEL DDBTXD UVOLT LTP 5DRT FCT GIN _ LED 120 - LED DRIVER 11.6 WALL MOUNT AT qb' AFF. CONNECT TO UNSWITCHED LEG BY THE ELECTRICAL CONTRACTOR. DRAWINGS ARE DIAGRAMMATIC ONLY AND � 0 JUNCTION BOX FLOOR MOUNTED. OF EXTERIOR LIGHTING CIRCUIT. INDICATE ONLY THE GENERAL ARRANGEMENT. SEE ARCH ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS. tQ� JUNCTION BOX WALL MOUNTED AT HEIGHT INDICATED ON DRAWINGS. SURFACE MOUNTED EMERGENCY LIGHT. PROVIDE LITHONIA ELM4L UVOLT LTP 5DRT - LED 120 - LED DRIVER 6.6 UNIVERSAL WITH 90 MINUTE BATTERY BACKUP. 4. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE DAY THE PROJECT IS ACCEPTED BY THE OWNER. g SINGLE POLE SWITCH, 20A, 120/277 VOLT, 48' A.F.F. TO CENTER. '3' INDICATES 3-WAY SWITCH. A LITHONIA UFIT 06 120OLM 5EF MVOLT GZIO 40K 80CRI WH _ LED 120 - LED DRIVER 88.8 CHAIN HUNG q6' LED LOW BAY LIGHTING FIXTURE 5. ELECTRICAL CONTRACTOR SHALL MAKE ALL ELECTRICAL POWER CONNECTIONS TO W INDICATES 4-WAY SWITCH. '05' INDICATES OCCUPANCY SENSOR. HVAC, PLUMBING AND OTHER EQUIPMENT AS REQUIRED. 'M' INDICATES 120V, 20A MOTOR RATED TOGGLE SWITCH. LITHONIA UFIT Lq6 120OLM 5EF MVOLT q6' LED LOW BAY LIGHTING FIXTURE AE GZIO 40K SOC I S D WH - LED 120 1 LED DRIVER 88.8 CHAIN HUNG WITH 90 MINUTE BATTERY BACKUP 6. A COMPLETE GROUNDING SYSTEM SHALL BE PROVIDED AND INSTALLED IN DUPLEX RECEPTACLE, 15 AMP, 120 VOLT, 18' A.F.F. TO CENTER. IOTA BALLAST ILB CPIO HE A ACCORDANCE WITH ARTICLE 250 OF THE NEC, AND AS SHOWN ON THE DRAWINGS. "GFI' INDICATES GROUND FAULT CIRCUIT INTERRUPTER TYPE 'WP' INDICATES WEATHERPROOF B LITHONIA RTL4 30L GZIO LPB40 - LED 120 - LED DRIVER 26.6 SURFACE I'x4' LED VOLUMETRIC SURFACE MOUNTED FIXTURE 7, ALL CUTTING AND PATCHING OF WALLS AND FLOORS FOR ELECTRICAL EQUIPMENT 'EWC' INDICATES GFI TYPE RECEPTACLE MOUNT INSIDE ENCLOSURE OF SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR, ELECTRIC WATER COOLER. BE LITHONIA RTL4 30L GZIO EL14L LPB40 - LED 120 1 LED DRIVER 26.6 SURFACE I'x4' LED VOLUMETRIC SURFACE MOUNTED FIXTURE WITH 90 MINUTE BATTERY BACKUP. 8. CONDUCTORS SHALL BE COPPER RATED AT NOT LESS THAN 600 VOLT5. MINIMUM QUADRUPLEX RECEPTACLE, AS ABOVE, 18' A.F.F. SIZE SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL WIRE #8 AWG AND LARGER SHALL BE STRANDED. ALL CONDUCTORS #10 AND SMALLER SHALL 208V RECEPTACLE, SEE PLANS FOR NEMA CONFIGURATION. UP/DOWN LIGHTING WALL SCONCE. UL LISTED FOR C KIC14LER 113105KTLED - LED 120 - LED DRIVER 20 WALL WET LOCATION. PROVIDE WITH I #9536AZ LENS BE SOLID, UNLESS OTHERWISE NOTED. BRANCH CIRCUIT CONDUCTORS SHALL BE TYPE EACH FIXTURE. THHN OR THWN AS REQ'D. TELEPHONE OUTLET, IS' A.F.F. TO CENTER, UNLESS OTHERWISE NOTED. PROVIDE Yq" CONDUIT TO ACCESSIBLE CEILING. E LITHONIA W50 LED P2 40K 5R3 MVOLT EIOWN DDBXD - LED 120 1 LED DRIVER 2q WALL EXTERIOR LED WALL PACK PROVIDE REMOTE qOM BATTERY PACK INSTALLED INSIDE. COLOR BY q. ALL WIRING SHALL BE INSTALLED IN GALVANIZED RIGID CONDUIT NOT d DATA OUTLET 18' A.F.F. TO CENTER UNLESS OTHERWISE NOTED. PROVIDE " V4 ARCHITECT. METAL CONDUIT, OR EMT. EMT SHALL BE USED IN OR UNDERINTERMEDIATE CONCRETE SLABS, OR IN MASONRY WALLS. USE SCHEDULE 40 PVC OUTDOORS WHERE NOT SUBJECT TO CONDUIT TO ACCESSIBLE CEILING.� NOTES: I. CATALOG NUMBERS AND MANUFACTURERS ARE TO INDICATE TYPE AND QUALITY OF FIXTURE DESIRED. SUBMIT CUT5HEET5 OF THESE AND ALTERNATE MANUFACTURERS FOR PHYSICAL DAMAGE OR BELOW FLOOR SLAB. MINIMUM CONDUIT SIZE TO BE 1/2'. TYPE MC AND AC CABLE MAY BE USED WHERE PERMISSIBLE BY NEC. a TELEPHONE/DATA OUTLET, IS A.F.F. TO CENTER, UNLESS OTHERWISE NOTED. PROVIDE �4 CONDUIT TO ACCESSIBLE CEILING. ARCHITECT AND OWNER APPROVAL PRIOR TO PURCHASE OF ANY FIXTURES. INFORMATION ON ALTERNATE FIXTURES PROPOSED BY THE CONTRACTOR SHALL INCLUDE THE ADD/DEDUCT A550CIATED WITH ACCEPTANCE OF THAT FIXTURE (OR THE ALTERNATE PACKAGE AS A WHOLE). 10. PROVIDE CONDUIT SEALS AS REQUIRED WHERE PENETRATING NEC CLA551FIED AREAS HEAVY DUTY FU5IBLE/NON-FU5IBLE DISCONNECT SWITCH, NUMBERS INDICATE FRAME 2. MASTER SLAVE WIRING CONFIGURATIONS SHALL BE USED FOR MULTI -LAMP FLUORESCENT FIXTURES WHERE POSSIBLE. THE CONTRACTOR SHALL VERIFY THE QUANTITY AND TYPE OF �� SIZE, NUMBER OF POLES AND FUSING. PROVIDE NEMA I ENCLOSURE INSIDE. PROVIDE BALLASTS REQUIRED TO PERMIT BI-LEVEL SWITCHING WHERE INDICATED. WHERE BI-LEVEL LIGHTING 15 INDICATED INBOARD AND OUTBOARD LAMPS SHALL BE SWITCHED II. PROVIDE A PULLWIRE IN ALL EMPTY CONDUITS. NEMA 3 ENCLOSURE FOR ALL SWITCHES LOCATED OUTSIDE. SEPARATELY. 'FPN" INDICATES FUSE PER EQUIPMENT NAMEPLATE 3. EXIT AND EMERGENCY LIGHTING FIXTURES SHALL BE CIRCUITED TO AN UNSWITCHED LEG OF THE LOCAL LIGHTING CIRCUIT, UNLESS NOTED OTHERWISE. 12. PROVIDE A TYPED DIRECTORY IN ALL PANELBOARDS CLEARLY DESCRIBING THE 'NF' INDICATES NON -FUSED. LOCATION OF AND TYPE OF LOAD BEING SERVED FOR ALL CIRCUITS. PROVIDE LIGHTING SYSTEMS ENGRAVED PHENOLIC NAMEPLATES FOR ALL PANELBOARD5 AND DISCONNECT ' 208Y/120V PANEL, SURFACE OR RECESS MOUNTED, SEE SCHEDULE FOR DETAILS. SWITCHES, WHITE LETTERS ON BLACK BACKGROUND. ENERGY CONSERVATION CODE SECTION 404,505 AND 506 EF FAN, PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL 13. FUSES 0 - 600 AMPS SHALL BE UL CLA55 'RK-I' LOW PEAK DUAL ELEMENT TIME CONTRACTOR. PROVIDE DISCONNECTING MEANS AS REQUIRED. THIS PROJECT IS CLASHED AS - ❑ RESIDENTIAL AND COMPLIES WITH SECTION 404 X COMMERCIAL (SEE BELOW) DELAY WITH 2O0,000 AMPERE INTERRUPTING RATING AS MANUFACTURED BY BU55MANN, UNLESS NOTED OTHERWISE. O WATER HEATER, PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. PROVIDE DISCONNECTING MEANS AS REQUIRED. LIGHTING POWER DENSITY CALCULATION COMPLIANCE DESIGNER STATEMENT: 14. ALL TERMINALS/LUGS SHALL BE 60/75' RATED. ALL TERMINALS, SPLICING TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE DESIGN OF THIS BUILDING CONNECTORS, LUGS, ETC SHALL BE IDENTIFIED FOR USE WITH THE MATERIAL (CU/AL) SURFACE MOUNTED FLUORESCENT STRIP, SEE FIXTURE SCHEDULE FOR DETAILS. INTERIOR LIGHTING POWER DENSITY CALCULATION PER TABLE 505.5.2. SEE LIGHTING COMPLIES WITH THE LIGHTING SYSTEMS REQUIREMENTS OF THE INTERNATIONAL OF THE CONDUCTOR AND SHALL BE PROPERLY INSTALLED. FIXTURE SCHEDULE FOR FIXTURE INFORMATION. ENERGY CONSERVATION CODE, SECTION 505 AND ANY LOCAL AMENDMENTS THEREOF. WALL MOUNTED LIGHTING FIXTURE, SEE FIXTURE SCHEDULE FOR DETAILS. 15. VERIFY ALL REQUIREMENTS AND COORDINATE EXACT LOCATION OF INCOMING ELECTRICAL SERVICE WITH LOCAL POWER COMPANY PRIOR TO PROJECT START-UP. SURFACE, RECESSED OR GROUND MOUNTED LIGHTING FIXTURE, SEE FIXTURE SCHEDULE INTERIOR WATTAGE SPECIFIED VS. ALLOWED 524.0 VS. 1854 NOTIFY ENGINEER OF ANY CHANGES AS MAY BE REQUIRED. FOR DETAILS. ALLOWED: RETAIL 1462 5Q FT * 1.41 W/5Q FT = 2061 WATTS ALLOWED SIGNED:k0Kd0vk'4L-_16. E.C. TO VERIFY DEVICE PLATE COLOR AND MATERIAL WITH ARCHITECT PRIOR TO 83 ELECTRIC UTILITY METER LOCATION. 10% REDUCTION = 206 WATTS NAME: RICK MORR15ON PURCHASE.THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXIT LIGHT, CEILING AND WALL MOUNTED RESPECTIVELY, SHADING INDICATES FACE. TOTAL ALLOWED WATTS = 1854 WATTS ALLOWED TITLE: ELECTRICAL ENGINEER ALL ELECTRICAL EQUIPMENT FROM FOREIGN MATERIAL DURING CONSTRUCTION (PAINT, 119 PROVIDE RED LETTERS WITH BLACK HOUSING AND EMERGENCY BATTERY PACK RATED SPECIFIED: SPACKLE, ETC.). FOR 90 MINUTE DURATION. WIRE TO HOT LEG OF LOCAL LIGHTING CIRCUIT. FIXTURE QUANTITY WATTAGE TOTAL WATTAGE 17. WHERE A HOME RUN 15 SHOWN THE CIRCUIT SHALL BE INSTALLED IN A DEDICATED CONDUIT, DO NOT COMBINE WITH OTHER CIRCUITS. WHERE A CIRCUIT HOMERUN IS rp EMERGENCY LIGHT, WALL MOUNTED WITH EMERGENCY BATTERY PACK RATED FOR A/AE 5 88.8 444.0 NOT SHOWN, THE CONTRACTOR SHALL COMBINE CIRCUITS AS FOLLOWS: A MAXIMUM OF Uv FOR 90 MINUTE DURATION. WIRE TO NOT LEG OF LOCAL LIGHTING CIRCUIT. B/BE 3 26.6 80.0 THREE 20A BRANCH CIRCUITS MAY BE COMBINED IN A COMMON HOMERUN WITH REMOTE MOUNTED LAMP HEAD, WALL MOUNTED WITH EMERGENCY BATTERY PACK RATED 524.0 WATTS USED SEPARATE NEUTRALS FOR A MAXIMUM TOTAL OF 51X CURRENT CARRYING CONDUCTORS. ALL BRANCH CIRCUITS LARGER THAN 20A SHALL BE SEPARATELY 04 FOR qO MINUTE DURATION. WIRE TO HOT LEG OF LOCAL LIGHTING CIRCUIT. EXTERIOR LIGHTING POWER DENSITY CALCULATION PER TABLE 505.6.2. SEE HOMERUN TO THE PANEL. LIGHTING FIXTURE SCHEDULE FOR FIXTURE INFORMATION. 18. COORDINATE WITH THE CABLE TV AND TELEPHONE UTILITIES AS REQUIRED FOR TRADABLE EXTERIOR WATTAGE SPECIFIED VS. ALLOWED 118.0 VS. 243 SERVICE ENTRANCE REQUIREMENTS. INSTALLATION MUST COMPLY WITH THEIR ELECTRICAL ABBREVIATIONS RESPECTIVE REGULATIONS AND REQUIREMENTS. ALLOWED: WALL: 2430 SQ FT * 0.1 W/SQ FT = 243 WATTS ALLOWED SPECIFIED: 19. RECEPTACLES SHALL BE SPECIFICATION GRADE EQUAL TO HUBBELL 5300 SERIES, 15, DIMENSION INDICATES HEIGHT ABOVE FINISHED FLOOR AT WHICH CENTER OF DEVICE IS GROUND FAULT RECEPTACLES SHALL BE HUBBELL GF-5362. LIGHTING SWITCHES TO BE MOUNTED. FIXTURE QUANTITY WATTAGE TOTAL WATTAGE SHALL BE SPECIFICATION GRADE EQUAL TO HU13BELL 1200 SERIES. C 4 15 60.0 AFF ABOVE FINISHED FLOOR. E 2 2q 58.0 20. ALL EXTERIOR FIXTURES AND DEVICES SHALL BE RATED FOR OPERATION AT 0' F AND 118.0 SHALL BE DAMP OR WET LABELED AS REQUIRED. AFG ABOVE FINISHED GRADE. 21. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL EC ELECTRICAL CONTRACTOR. ELECTRICAL EQUIPMENT, DEVICES, ETC. IN ACCORDANCE WITH LOCAL SEISMIC CODE NONTRADABLE EXTERIOR WATTAGE SPECIFIED VS. ALLOWED NA VS. NA REQUIREMENTS. PROVIDE SEISMIC RESTRAINTS, ACCESSORIES AND INSTALLATION FPN FUSE PER EQUIPMENT NAMEPLATE REQUIREMENTS. 22. DETAIL AS REQUIRED. ELECTRICAL CONTRACTOR TO COORDINATE THE EXACT MCA/MOCP REQUIREMENTS OF GG GENERAL CONTRACTOR. SECTION 506 COMPLIANCE - ❑ N/A ❑ 50&2.1 X 506.2.2 ❑ 506.2.3 ❑ 506.2.4 ❑ 506.2.5 ❑ 506.16 ALL EQUPMENT WITH ALL OTHER TRADES PRIOR TO PRICING, ORDERING, OR MC MECHANICAL CONTRACTOR. INSTALLING ANY ELECTRICAL GEAR. THIS SHALL INCLUDE BUT NOT LIMITED TO ALL HVAC, PLUMBING, KITCHEN, OWNER PROVIDED EQUIPMENT, ETC. PC PLUMBING CONTRACTOR. WP INDICATES DEVICE TO HAVE WEATHERPROOF COVER. UON UNLESS OTHERWISE NOTED. FACP FIRE ALARM CONTROL PANEL. 2 E w o N N N EN01NEERINO 2923 South Tryon Street Suite 280 Charlotte, North Carolina 28203 tel 704.373.0068 fax 704.373.0260 MECHANICAL ELECTRICAL PLUMBING ' ATE OF 0R%0.' b�l %% 1111118pp1%27, 2021 W� J 0-i z N L.L. Q U�`y) W cM JN.j -�LL O J WWI QQ� N L.J. O L.L W L 0 WQ 10 0Q Oz Ja >Q 0 LL ti Ibb�m� In whole or In Th4 Dnaw tg not thebe and an o�wrn'o lwk and wojd be to� wa+ CopyMht 2013. CM*w Ro*wm A..00lwtr. ow me" d WON REV. I DESCRIPTION 09-23-2021 ELECTRICAL NOTES, LEGEND AND DETAILS Eml n N N ATTIC LADDER. B A-4 A-13 8 19 30/2P/FM B A-4 3 ATTIC PLAN PER ARCH/OWNER CONCRETE FLOOR SLAB GALVANIZED STEEL — THREADED COUPLINGS (n Q:D CAST BOX WITH THREADED INTERNAL HUBS COUPLING IN ONE LEG CONDUIT 4°. AT END OF CIRCUIT PROVIDE CONDUIT FOR SUPPORT RECEPTACLE STUB -UP DETAIL NTS ENTRY 0 O O 1� { t SERVICE BAY _ � -1 PROVIDE J-BOX AND CONNECTION FOR » € EXTERIOR SIGNS. COORDINATE EXACT ROUGH -IN LOCATION WITH SIGN VENDOR 1 PRIOR TO ROUGH -IN, i ENTRY TRENCH A-2O n V-23 T0IIr7T L EF-I 6 120V, 10 r g 29W ,- p I IL A-4 ;{I- uI A {: .. � O 2923 South Tryon Street Suite 280 Charlotte, North Carolina 28203 tel 704.373.0068 fax 704.373.0260 NiEi; ANIuAI. SkJVr 0. ATE OF ORIO •� .._.._ __ ___ I { ®///II�F1�p 27, 202` BE (NL) OA-23 A-4 - -- SHEET KEYNOTES: yr a° O -, Md A-39 O1 ALL EXIT, NIGHT LIGHT, AND EMERGENCY LICIT FIXTURES SHALL BE CIRCUITED TO AN UNSWITCNED LEG OF THE NEAREST LOCAL LIGHTING CIRCUIT. i WORK - STATION 1 i ` J... j A ROVIDE J-BOX AND CONNECTION FOR A EXTERIOR SIGNS. COORDINATE EXACT O COORDINATE EXACT FINAL LOCATION OF THESE LIGHT FIXTURES WITH GC SO ROU(iH-IN LOCATION WITH SIGN VENDOR THAT LIGHTS ARE OVER WINDOWS IN ROLL UP DOORS WHEN IN OPEN POSITION. PRIOR TO ROUGH -IN. USED OIL'1 USED OIL{ U17 Sf O 20A 120V RECEPTACLE FOR MISCELLANEOUS USE. COORDINATE FINAL LOCATION OF RECEPTACLE WITH OWNER. i i ! { I j jt^^t L i .jL...j iL. �E ... L 3 L b _.—EXIT EXIT EXIT A-23 O A-23 V A-23 V O O 1 LIGHTING PLAN 1 ........ . .... ENTRY ENTRY O O A-B Colt _--------- __-- --- CONNECT AIR COMPRESSOR DISCONNECT TO CIRCUIT SHOWN VIA 7 DAY, 24 HR TIME SWITCH. LOCATE ON ATTIC LEVEL: 110V, 20 AMP, SUITABLE FOR MOTOR CONTROL. PROVIDE JUNCTION UNDER SINK FOR INSTANTANEOUS WATER HEATER, WH. 3.5 KW P 240V, 10 PROVIDE JUNCTION NEAR SINK FOR INSTANTANEOUS WATER HEATER, WH. 3.5 KW @ 240V, 10 PROVIDE (4) 3/4" CONDUIT BACK TO DATA ROUTER. PROVIDE DEDICATED 3/4" CONDUIT FOR EACH DATA RUN BACK TO ROUTER. ROUTE BELOW SLAB AND TURN UP AT ROUTER. PROVIDE JUNCTION BOX AT ROUTER. FIELD VERIFY EXACT LOCATION AND CONDUIT ROUTING PRIOR TO INSTALLATION. PROVIDE JUNCTION BOX FOR CAN LIGHT FIXTUR=. PROVIDE DUPLEX RECEPTACLE IN CEILING FOR DATA ROUTER. FIELD VERIFY EXACT LOCATIONS PRIOR TO INSTALLATION. ATTIC ABOVE. SEE DETAIL THIS SHEET. 3/4" CONDUIT TO DATA ROUTER IN OFFICE. PROVIDE RECEPTACLE IN CEILING FOR DVR. VERIFY MOUNTING PRIOR TO A-8 I A-B I I A=8 TOILET RV — ROUGH -IN. I SFR�!ICE BAY #2 I SERVICE BAY 1 A-26 17 MANUAL TIMER FOR WASTE OIL PUMP. VERIFY WITH OWNER THE EXACT - # LOCATION OF TIMER AND RECEPTACLE. i 9 SEE SERVICE AREA 7A( 0.75 I O PROVIDE CONDUIT OVERHEAD FOR J-BOX AND DEVICE BOXES. COORDINATE ELECTRICAL NOTES \NF _... 0.�5 Kw 18 A-6 A-12,14 I20V, Im I EXACT DROP LOCATIONS WITH ARCHITECT/OWNER PRIOR TO COMMENCING WORK. � � � � � � t--A-17 �� ROUTE 0 AI A-q _.._ 1/20 HP 19 TE T R COMPRESSOR ON LOWER LEVEL. FIELD VERIFY LOCATION AND 12OV, Im CONDUIT ROUTING. O PROVIDE J-BOX BEHIND FASCIA FOR BUILDING SIGN. FIELD COORDINATE FINAL MANAGER'S ?? SIGN LOCATION WITH ARCHITECTURAL ELEVATIONS AND SIGN VENDOR. E.C. - O FIC1 SHALL MAKE FINAL CONNECTIONS TO BUILDING SIGN. (TYPICAL 3 PLACES) if O TO BE CONTROLLED BY TIME CLOCK. . ..�i....Y} i PROVIDE CONNECTION TO PYLON SIGN. RUN 2#101 #10G. IN I"CONDUIT O12 UNDERGROUND. ONE BRANCH CIRCUIT SHALL BE ON CONTINUOUS, ONE BRACH A CIRCUIT SHALL BE CONTROLLED VIA TIME CLOCK. FIELD COORDINATE FINAL SIGN LOCATION WITH SIGN COMPANY PRIOR TO CONSTRUCTION. PROVIDE RECEPTACLE ABOVE WINDOW FOR "OPEN" SIGN. VERIFY MOUNTING I �O __...... _. .... _... HEIGHT PRIOR TO ROUGH -IN (IN CEILING). 0 4 O 10 11 4 12 13 14 } 15 16 A-6 �A-I6iI8 8A-20 I `V UP TO MEZZO cFl 10 EWH -36 A-27 29 20 K AIR COMP. 11 24OV, 10 8 IIOV, 10 A-3WORK 6 11 STATION i A-34 TRH 1 A 4`�Of-tr: `_r STATION _1_ ° { 15 I I USED OIL j USED OILS USED OIL I` ! A--q� LUBE LU#3E L RENC{ I TRENCH 048• 16 II I I \a+Ia' A=5 A-7 A-7 MANAGER'S A-7 \ OFFICE L — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — Cd — --� — A- 3 A-19 -25 3 A-25 A-22 A-21 C� 5` J M NFT1A 5-15R 15A1 11 �A-9 A 30 q)A 9 _____ �A-9 E _ a; 4 4 I E3 A-9E � EXIT XIT �.. 7 ago c c j�j PiNP MCA: II V MOCP 15 15 24OV, Im NOTE: 1 3 ALL RECEPTACLES, DATA, AND PHONE OUTLETS SHALL BE MOUNTED AT 4B" A.F.F. UNLESS POWER PLAN OTHERV41SE NOTED. ELECTRICAL NOTES FOR SERVICE SAYS BUILDING IS CONSIDERED A "MINOR REPAIR GARAGE" PER NEC ARTICLE 511.2 FLAMMABLE LIQUIDS HAVING A FLASH POINT BELOW :38'C (100•F) SUCH AS GASOLINE, OR GASEOUS FUELS SUCH AS NATURAL GAS OR HYDROGEN, WILL NOT BE DISPENSED OR TRANSFERRED. ACCORDING TO NEC ARTICLE 511.3(D) THE FOLLOWING. LOCATIONS IN THE SERVICE AREAS SHALL BE CONSIDERED CLA55 I DIVISION 2 LOCATIONS: 1) FLOOR AREAS UP TO A LEVEL OF IB" ABOVE THE PITS AND EXTENDING A DISTANCE 3' HORIZONTALLY FROM THE EDGE OF ANY PIT. 2) PIT AREAS UP TO THE FLOOR LEVEL. NOTE: CEILING AREAS ARE UNCLASSIFIED SINCE LIGHTER THAN AIR GASSES (SUCH AS NATURAL GAS AND HYDROGEN) WILL NOT BE TRANSFERRED. ALL ELECTRICAL WORK IN THESE CLASSIFIED AREAS SHALL CONFORM TO ARTICLE 511 FOR CLASS I DIVISION 2 LOCATIONS. PROVIDE SEALS IN CONDUIT AND CABLE SYSTEMS PER ARTICLE 501 IN CLASSIFIED AREAS. NOTE: OFFICE, RESTROOM AND OIL STORAGE AREAS ARE UNCLASSIFIED SINCE WALLS ARE USED TO EFFECTIVELY CUT OFF/SEPARATE THESE ROOMS FROM AREAS WHERE FLAMMABLE VAPORS ARE LIKELY TO BE RELEASED AND THESE AREAS ARE TYPICALLY OUTSIDE THE 3' HORIZONTAL DISTANCE FROM PIT EDGE. Thin Drowlna Is the property of Chfldrreeyy Robinwon �rwe((ote�. Thin DrowlnQ Is not to be capbd In whole or In ppaart Thin Drawing or the IMormatlon here upon is not to be used on any other ro)e and must be ratumed to Chot Ildpre� Robinson ik o krtes upon request Copyright 2013. Ch"drey Robinson wrftten dlmenslons take precedence over sealed dimensions. REV. I DESCRIPTION 09-23-2021 ELECTRICAL PLANS E-2 I PANELBOARD SCHEDULE - "A" MAIN 200A MCB IVOLTAGE 2401120 PHASE 1 I WIRE 3 MOUNTING SURFACE I AIC 10K INOTES. CKT # BKR TRIP POLE WIRE SIZE COND SIZE DESCRIPTION LOAD (KVA) S LOAD (KVA) DESCRIPTION COND SIZE WIRE SIZE POLE BKR TRIP CKT # LTG REC FAT AC HTG KIT INVIIS A B LTG REC MTR A/C HTG KIT MISC 1 20 1 12 1i2" PYLON SIGN (TC,PC) 1.2 07 05 LTS - SERVICE BAYS 1112" 12 1 20 2 3 20 1 SPARE LTS -SUPPORT 1;2" 12 1 20 4 5 20 1 12 1i2" REC -IG WORK #3 (GFI) 0 4 0-5 REC - SERV ICE RR (GFI V2" 12 1 20 6 7 20 1 12 1'2" REC - OFF.iSUPPLIES ( 06 08 REC - SERVICE,RR (GFI 1i2" 12 1 20 8 9 1 20 1 1 12 112" IREC - SERVICE (GFI) 1.0 SPARE V2" 12 1 1 20 10 11 20 1 12 112" SPARE 10 E:+1tH-2 1i2" 12 2 20 12 1.3 20 1 12 1i2" AIR COM PRESSOR 1A 10 14 15 1 SPACE 18 18 I:''VH 34" 10 2 30 16 17 20 1 12 1?2" EF-2 1.2 18 19 20 1 12 1i2" CF-1 0' 0.5 12 REC - STORAGE (GFI) PTHP-1 112" 112" 12 12 1 2 20 15 20 22 21 20 1 12 112" CF-1 0.7 23 20 1 12 112" LTS -EXTERIOR (TC{PC) 0.2 12 24 25 20 1 12 1i2" BLDG SIGNAGE (TC1PC) 12 0.8 EVbH-1 1?2" 12 1 20 26 27 20 1 12 1/2" BLDG SIGNAGE (TCIPC) 12 SPARE 1 2" 12 1 20 28 29 20 1 12 tit" REC - "OPEN" SIGN (TC 10 4 0 2 RECEPT RECEPT v2" 1i2" 12 12 1 1 20 20 30 31 20 1 SPARE 0 2 32 33 20 1 12 1i2" DATA ROUTER 0.5 0.4 %vVORK STATION #2 WORK STATION #1 112" 12 1 1 20 20 34 35 20 1 12 112" REFRIGERATOR 0 7 0 4 1r2" 12 36 37 35 2 8 314' IRH-1 3 0 0.4 WORK STATION #3 112" 12 1 20 38 39 30 18 1WH 3`4" 10 2 30 40 41 1 SPACE 18 1 42 LIGHTING (KVA) 1.3 0.2 3.1 4 0 0.0 60 0 0 4.1 11 3.5 00 2 4 19.9 0 0 0.0 CONNECTED LOAD (KVA) 34.2 RECEPTACLES (KVA) 6.5 DEMAND LOAD (KVA). 34.6 MOTORS (KVA): 4.0 PHASE A ### 164 4 A/C (KVA). 2 4 PHASE B ### 120.9 CONNECTED LOAD (AMPS): 142 7 HEATING (KVA): 15 9 KVA AMPS DEF,IAND LOAD (AMPS) 1440 KITCHEN (KVA): 00 MISCELLANEOUS (KVA). 41 NOTES 1_SUBSCRIPTS TCiPC - CONTROL VIA TIME CLOCK AND PHOTOCELL BY E C . GFI - PROVIDE GF[ TYPE CIRCUIT BREAKER I G - PROVIDE ISOLATED GROUND. SINGLE PHASE POWER NOTE 4 MAXIMUM AVAILABLE FAULT CURRENT IS BASED ON A 45kVA UTILITY TRANSFORMER WITH 2.3%Z. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ACTUAL TRANSFORMER CHARACTERISTICS INDICATE A HIGHER FAULT CURRENT IS POSSIBLE. 0POWER RISER DIAGRAM SINGLE PHASE POWER NTS NOTES: I. METER BASE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR, TO UTILITY REQUIREMENTS. METER PROVIDED AND INSTALLED BY UTILITY. MOUNT METER AT THE MINIMUM HEIGHT ABOVE FINAL GRADE. SECONDARY SERVICE PROVIDED BY E.C.. 2. SERVICE LATERAL CONDUCTORS TO METER PROVIDED AND INSTALLED BY UTILITY. COORDINATE FOR TRENCHING AND CONDUIT REQUIREMENTS. 3. 3#3/0 (CU), #6 CU. GND IN 2' CONDUIT. 4. #4 CU. GND TO GROUNDING ELECTRODE SYSTEM, SEE DETAIL, T14I5 SHEET. C C S. m GROUND BUS INTERSYSTEM BONDING TERMINATION BUS, PER NEC 250.94, BONDED WITH MINIMUM #6 AWG CU. GROUND CLAMP ON EFFECTIVELY GROUNDED METALLIC WATER MAIN, PER N.E.C. ART. 250-52.A.1 GRADE SINGLE PHASE POWER PANEL DEMAND CALCS LIGHTING 1.33 KVPX 125 % = 1.7 KVA RECEPTAC TOTAL 6.54 KVA 1ST 1000 KVA X 100 % = 6.5 KV A REMAIN 000 KVAX 50 % = 0.0 KVA M OTORS 400 KVP X 100 °'o = 4.0 KVA A/C 2.37 KVPX 100 % = 2.4 KVA HEATING 15.90 KVAX 100 % = 15.9 KVA FUTURE KVA X 100 % = D.0 KVA KITCHEN 000 KVPX 65 % = 0.0 KVA MISCELLANEOUS 410 KVPX 100 % = 4.1 KVA TOTAL = 144.0 amps = 34.6 KVA SERVICE ENTRANCE EQUIP. I NEUTRAL BUS EXOTHERMIC WELD TO EFFECTIVELY - GROUNDED BUILDING STEEL WHERE AVAILABLE, PER N.E.C. ART. 250-52.A.2 GROUNDING ELECTRODE CONDUCTORS SIZED AS INDICATED ON POWER RI5ER DIAGRAM. HAND HOLE FOR BOLTED TYPE CONNECTION INSPECTION. OR EXOTHERMIC WELD. 20' MIN. CONCRETE ENCASED ELECTRODE PER N.E.C. ART. 250-52.A.3. 1/2' REBAR OR #4 BARE COPPER (MINIMUM). NONMETALLIC PROTECTIVE SLEEVE (:j) GROUNDING DETAIL NTS GROUNDING ELECTRODES SHALL BE PROVIDED IN ACCORDANCE WITH NEC SECTION 250. ALL GROUNDING ELECTRODE CONDUCTORS 51ZED AS INDICATED ON POWER RISER DIAGRAM. ALL ME HIM OF CREATING THE GROUNDING SYSTEM MAY Nor BE REAUIRED OR AVAILABIM HAND HOLE FOR INSPECTION. 3/4'0 X 8'-0' MIN. CU GROUND ROD DRIVEN TO tV BELOW FINISH GRADE. Zaza aou1n I ryon aueet aune Zou Charlotte, North Carolina 28203 tel 704.373.0068 fax 704.373.0260 MECHANICAL ELECTRICAL PLUMBING W� J 0_j U�(y' WM JN-j � 'LL Lc)�_J W W I..L L.L = <<n i."'' N W8"D CD00 'z' W Q o O� E-Uw o U OE;od c� o �zr_.c LIJ M ~ �1 U NUa3 111, °re'e"�bin , In �e orf- Y net Thle the Drva 13 or bo uwd an any oum Tat RMebinm Moaon must be b o Copyrght 2013. Dd*w Roblman tale over .oal.a snorlobm asoi°"'a' REV. I DESCRIPTION 09-23-2021 ELECTRICAL DETAILS Em3 -1-1-I l \__ I 7 E m HVAC GENERAL NOTES 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT IN STRICT ACCORDANCE WITH APPLICABLE CODES AND STANDARDS, AND PER MANUFACTURER'S DIRECTIONS. 2. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS, LICENSE, INSPECTIONS, APPROVALS, AND FEES. 3. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES BEFORE INSTALLATION OF ANY MATERIALS OR EQUIPMENT. 4. THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL LOCATION AND ARRANGEMENT OF ALL MATERIALS AND EQUIPMENT. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS BUILDING CONSTRUCTION AND ALL OTHER WORK WILL PERMIT. 5. DO NOT SCALE DRAWINGS FOR MEASUREMENTS. 6. ALL PENETRATIONS THROUGH EXTERIOR WALLS 4 ROOF SHALL BE FLASHED t COUNTERFLASNED IN A WATERPROOF MANNER. (COLOR TO MATCH EXTERIOR). 7. SEAL ALL PENETRATIONS OF RATED WALLS WITH FIRE DAMPER, SEALANT MATERIAL APPROVED BY LOCAL CODE. 8. ALL SUSPENDED MATERIALS AND EQUIPMENT SHALL BE INDIVIDUALLY SUPPORTED FROM THE BUILDING STRUCTURE. DO NOT SUSPEND ITEMS FROM THE CEILING OR ITS SUPPORT SYSTEM. 9. INSTALL LCONTROL DEVICES INCLUDING THERM05TA S AN SWITCHES 4'-0' ABOVE FINISHED FLOOR. PROVIDE THE REQUIRED DEVICES) FOR ALL SYSTEMS WHETHER LOCATED ON THE PLANS OR NOT. 10. LOCATE CEILING DIFFUSERS IN ACCORDANCE WITH ARCHITECTURAL REFLECTED CEILING PLANS (IF PROVIDED). 11. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES AROUND MECHANICAL UNITS FOR MAINTENANCE AND FILTER REMOVAL. 12. ALL PIPING AND DUCTWORK LOCATIONS SHALL BE COORDINATED W/ WORK UNDER OTHER DIVISIONS OF THE SPECIFICATIONS, TO AVOID INTERFERENCE. 13. PROVIDE I YEAR WARRANTY ON ALL EQUIPMENT AND 5 YEAR WARRANTY ON ALL COMPRESSORS. 14. ALL INTAKE OPENINGS SHALL BE LOCATED A MINIMUM OF 10'-0' FROM ALL EXHAUST LOCATIONS. 15. CONDENSATE DRAIN PIPING SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS. DRAINS FROM AIR HANDLING UNITS SHALL BE TRAPPED. 16. THE MECHANICAL CONTRACTOR SHALL PROVIDE REFRIGERANT AND LOW VOLTAGE CONTROL LINES FROM THE CONDENSER TO THE AIR HANDLING UNIT. COORDINATE ROUTING AND INSTALLATION WITH THE GENERAL CONTRACTOR. SIZE REFRIGERANT LINES PER MANUFACTURER'S REQUIREMENTS. 17. ELECTRICAL CONTRACTOR TO PROVIDE ALL HIGH VOLTAGE ELECTRICAL WIRING, CONDUIT, DISCONNECT SWITCHES, FUSE5, ECT. TO SPLIT SYSTEM UNITS. ALL FINAL ELECTRICAL CONNECTIONS ARE BY ELECTRICAL CONTRACTOR. 18. REFRIGERANT PIPING, NOT SHOWN ON PLANS, SHALL BE 51ZED t INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, INSTALLATION INSTRUCTIONS AND LOCAL CODES. 19. MECHANICAL CONTRACTOR SHALL VERIFY LOCATION OF ALL PENETRATIONS FOR RELIEF HOODS, OUTSIDE AIR HOODS, LOUVERS, AND WALL CAPS WITH ARCHITECT E OWNER PRIOR TO INSTALLATION. 20. MECHANICAL CONTRACTOR SHALL PAINT ALL RELIEF HOODS, INTAKE HOODS, LOUVERS, AND VENT CAPS. CONFIRM COLOR WITH ARCHITECT t OWNER PRIOR TO INSTALLATION. 21. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE REQUIRED OPENINGS IN ROOF TRUSSES WITH THE G.C. IN ORDER TO PROVIDE ADEQUATE SPACE, ACCESS AND SUPPORT FOR THE MECHANICAL UNIT. 22. THE GENERAL CONTRACTOR 514ALL PROVIDE PLATFORMS AS REQUIRED FOR THE INSTALLATION OF THE MECHANICAL UNIT, AND SUITABLE WALKING SURFACES AND WORKING AREAS FOR ACCESS AND MAINTENANCE. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE REQUIREMENTS FOR THESE ITEMS WITH THE GENERAL CONTRACTOR. VENTILATION CALCULA11ONS VENTILATION CALCULATIONS BASED ON ASHRAE 62.1-200q PTHP-I OFFICE = (58 5QFT) X (5 PER5ON/5QFT) X (5 CFM/PERSON) + (58 SOFT) X (0.06 CFM/SQFT) =2CFM +3CFM = 5 CFM PTHP-I TOTAL: VBz = 5 CFM VOz = VBz/0.8 = 6 CFM SYSTEM PROVIDES 20 CFM TO SPACE. BACKROOM = (125 SQFT) X (0.75 CFM/SQFT) = 94 CFM EF-2 EXHAUSTS A TOTAL OF 200 CFM FROM SPACES. SERVICE BAYS = 1144 SQFT 4% = 45.8 SOFT TOTAL OPERABLE AREA SUPPLIED: 600 SQFT MECHANICAL LEGEND X'O © ROUND METAL DUCT 0 CEILING EXHAUST FAN C CONDENSATE DRAIN MECHANICAL EQUIPMENT TYPE XX if- 3/4' DOOR UNDER CUT THERMOSTAT WIRE PACKAGED THRU-WALL UNIT SCHEDULE SUPPLY - FAN DATA �' CAPACITY WAGITY ELECnwx DATA UNIT AREA _.. _ _� _ ._ _-- __ _ . __ .. _ �_ _._ ... _ _ . MANUFACTURER UNIT UNIT NO. SERVID TOTAL 0/A ' M mcr FAN MOTOR TOTAL AUX. ELEC TOTAL ALE NOTES : VOLT/PH MAX MCA MODEL TOt'NAGE WEK,NT; CR1 CFMIN.WG :RPM KW MBH 1CW MBFI MBH 815E (Las) PTHP-I OFFICE 256 20 0.3 E PERMEFRG 5.6 2.0 7.4 5.6 240V/i� 15 114 P�070 3/4 TON 98 I-8 NOTES: I. COOLING CAPACITIES ARE RATED IN ACCORDANCE WITH ARI STANDARD 210/290 AT 95'F AMBIENT OUTDOOR 8. CATALOG NUMBERS AND MANUFACTURERS ARE TO AIR TEMP., 80-F DRY BULB, 6TF WET BULB ENTERING AIR TEMP., AND NOMINAL AIR QUANTITY LISTED. INDICATE TYPE AND QUALITY OF UNIT DESIRED. SUBMIT CUTSHEETS OF THESE AND ALTERNATE MANUFACTURERS 2. PROVIDE WITH UNIVERSAL POWER CORD (6-15P FOR ARCHITECT AND OWNER APPROVAL PRIOR TO 3. PROVIDE WITH DISPLAY MODULE. PURCHASE OF ANY UNITS. INFORMATION ON ALTERNATE UNITS PROPOSED BY THE CONTRACTOR SHALL INCLUDE 4. PROVIDE WITH WALL SLEEVE AND SUBBASE INTERNAL DRAIN KIT (PIPE SECONDARY DRAIN TO OUTSIDE) THE ADD/DEDUCT ASSOCIATED WITH ACCEPTANCE OF 5. PROVIDE CONDENSATION PUMP (PUMP PRIMARY CONDENSATE TO MOP SINK) THAT UNIT (OR THE ALTERNATE PACKAGE AS A WHOLE). 6. PROVIDE ARCHITECTURAL ALUMINUM GRILLE. COLOR TO BE SELECTED BY OWNER. 7. MINIMUM 13.0 SEER RATING. FAN SCHEDULE UNIT AREA E TYPE 4 MIN. MOTOR NP MANUFACTURER NO. 5ER1/ED CFM S.P. RPM ARRANGFFrIB�T' VOLTAGE t MODEL NO. DRIVE COMCROL SCHFJNE RIEMARICS EF-I EXHAUST TOILET 75 MIN 0.25" 950 CEILING WATTS/0.58A GREENNECK DIRECT A I-5 120/I SP-AI10 _ EF 2 . __... _..._ _...._.__._ EXHAUST BACK ROOM _ 150 0.25" 1550 _ . 51DEWALL I/25 HP/0.7A GREENNECK - DIRECT B 1-6 8 120/I0 51-8-440-D ' CF-I ;CIRCULATION; SERVICE AREA 3700 0.2511 1300 WALL MTD 120 14P10 D2LYT N DIRECT B I-6 NOTE5: CONTROL OPTIONS: I. SCREEN 4. INTEGRAL DISCONNECT SWITCH 7. U.L./CUL 705 LISTED 2. BACKDRAFT DAMPER 5. SPEED CONTROLLER NEAR FAN 8. PROVIDE W/GRAVITY DAMPER, WALL A. CONTROL W/ ROOM LIGHTS 3. COLOR BY ARCHITECT 6. PROVIDE STARTER AS REQUIRED LOUVER AND MOTOR SIDE GUARD. B. CONTROL W/ T14ERM05TAT C. CONTROL W/ SWITCH D. CONTINUOUS OPERATION UNIT HEATER SCHEDULE TAG LrOCATION MOUNTING CAPAGTY EL6CTRIG4L DATA MANUFAiGTURER 4 MODEL NO. NOTES MBN Im V PH w EH -I TOILET CEILING 2560 0.75 120 10 60 QMARK QCN1151F I-3 EH-2 __...._ _ ..... ............. _.:m..., STORAGE RM _. _ f CEILING 6826 2.0 240 10 60 QMARK QCNI202F 1-3 IRH-1,2 ', SERVICE BAYS NOTE 5 20,473 6.0 240 10 60 QMARK BRM M6043B 3-5 NOTES: I. INTERNAL THERMOSTAT 5. CHAIN MOUNT 12'-0' A.F.F. (FIELD COORD. FINAL 2. UNIT DISCONNECT MOUNTING HEIGHT WITH OWNER) 3. U.L. LISTED 4. PROVIDE REMOTE WALL THERMOSTAT HANGER FAN --- :::.. . . . .............. - - :r, EXHAUST DUCT TAGGED NOTES - THIS SHEET O ROUTE FULL SIZE CONDENSATE DRAIN LINE TO MOP SINK. O2 00 EXHAUST DUCT TO EXTERIOR WALL CAP BY FAN MANUFACTURER. O3 84 EXHAUST DUCT TO EXTERIOR WALL CAP BY FAN MANUFACTURER. ® CONDENSATE UP IN WALL TO ABOVE CEILING. O SECONDARY CONDENSATE DRAIN TO OUTSIDE. O PROVIDE INSULATED 5U5BA5E. O COORDINATE HEATER LOCATION WITH TAKE 5 REPRESENTATIVE. ® CLASS I LIQUIDS ARE NOT USED OR STORED IN THIS BUILDING. O VEHICLES ARE ONLY OPERATED FOR THE DURATION OF MOVING THEM IN AND OUT OF THE GARAGE. 10 12"XI2' INTAKE LOUVER EQUIVALENT TO RUSKIN MODEL ELF6375DX WALL LOUVER WITH A MINIMUM OF 2.1 SQFT OF FREE AREA. PROVIDE WITH GRAVITY BACKDRAFT DAMPER. r , 1 MECHANICAL FLOOR PLAN 1/4 III= 1 11-0111 2923 South Tryon Street Suite 280 Charlotte, North Carolina 28203 tel 704.373.0068 fax 704.373.0260 MECHANICAL ELECTRICAL PLUMBING a. v -J 0 W �O/ v Z�/ �- L.J- z __� U-c`o O W CO I JNi jQ W O QJ oQ Lf) I.__ J Z F-- WWa: oQ �= SQ `aW � N U- � N O zN� wzo Quo o� 0 -�Zp!E �0 Nazi NUa3 Is not to bm c"ged In whob of to be umd aw on ` Jed am! muct be robvned to Amodobw Won Cep ht 2013. cmwm RoEYiwn REV. I DESCRIP71014 09-23-2021 MECHANICAL PLAN mml PLUMBING GENERAL NOTES 1. FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED FOR THE COMPLETION AND OPERATION OF ALL SYSTEMS IN THIS SECTION OF WORK IN ACCORDANCE WITH ALL APPLICABLE CODES. 2. ALL PLUMBING FIXTURES AND PLUMBING SYSTEM EQUIPMENT SHALL BE PROVIDED COMPLETE WITH ALL ACCESSORIES, HANGERS, VALVES, STOPS, TAILPIECES, TRAPS, FAUCETS, STRAINERS, ETC. SEE FIXTURE SCHEDULE. 3. FURNISH AND INSTALL COMPLETE SYSTEMS OF SOIL, WASTE, VENT, HOT AND INFIXTURES,AN / HER EQUIPMENT. GOLD WATER PIPING FROM ALL PLUMBING OR OTHER AND/OR INSTALLED IN ACCORDANCE WITH PLUMBING 4. CLEANOUT PLUGS SHALL BE T LLED CCORD G CODE REQUIREMENTS. PROVIDE CLEANOUT5 AT THE BASE OF ALL WASTE STACKS, AT EVERY FOUR 45 DEGREE TURNS, AND AT EVERY 100 FEET. CLEANOUTS SHALL BE PLACED IN READILY ACCESSIBLE LOCATIONS. 5. ALL SOIL, WASTE, AND VENT LINES SHALL BE CONCEALED IN THE BUILDING CONSTRUCTION. 6. COPPER PIPING SHALL BE PROTECTED AGAINST CONTACT WITH MASONRY OR DISSIMILAR METALS. ALL HANGERS SUPPORTS ANCHORS AND CLIPS SHALL BE COPPER OR COPPER PLATED. WHERE COPPER PIPING 15 CARRIED ON IRON TRAPEZE HANGERS WITH OTHER PIPING, SATISFACTORY AND PERMANENT ELECTROLYTIC ISOLATION MATERIAL SHALL PROTECT THE COPPER AGAINST CONTACT WITH OTHER METALS. 7. WHERE COPPER PIPING 15 SLEEVED THROUGH MASONRY, SLEEVES SHALL BE COPPER OR RED BRASS. WHERE COPPER MUST BE CONCEALED IN A MASONRY PARTITION OR AGAINST MASONRY, CONTACT SHALL BE PREVENTED BY COATING THE COPPER HEAVILY WITH ASPHALTIC ENAMEL AND PROVIDING 15# ASPHALT SATURATED FELT BETWEEN THE PIPE AND MASONRY. 8. THE PLUMBING CONTRACTOR SHALL COORDINATE CLOSELY WITH THE MECHANICAL AND THE ELECTRICAL CONTRACTORS TO AVOID CONFLICT WITH OTHER TRADES. 9. CEILING AREA HAS LIMITED SPACE. CONTRACTOR MUST COORDINATE WITH OTHER TRADES FOR ALL STRUCTURES, PIPING, CONDUIT, DUCTWORK, LIGHTING, ETC. TO PROPERLY BE INSTALLED. 10. ALL PIPE INSULATION SHALL RUN CONTINUOUSLY THROUGH FLOORS, WALLS, AND PARTITIONS. II. PROVIDE DRAIN VALVES IN THE HOT AND COLD WATER SYSTEM AT ALL LOW POINTS TO ALLOW FOR COMPLETE DRAINAGE. 12. VACUUM BREAKERS SHALL BE PROVIDED FOR ALL FIXTURES TO WHICH HOSES MAY BE ATTACHED. VACUUM BREAKERS SHALL BE PERMANENTLY ATTACHED. 13. WASTE AND VENT PIPING SHALL BE AS FOLLOWS: BELOW SLAB: IF ALLOWED BY AHJ: SOLID WALL PVC PIPE, PVC SOCKET FITTINGS, AND SOLVENT -CEMENTED FITTINGS. ABOVE SLAB: IF ALLOWED BY AHJ; PVC PIPE, PVC SOCKET FITTINGS, AND SOLVENT -CEMENTED FITTINGS. BELOW SLAB: IF PVC IS NOT PERMITTED; SERVICE WEIGHT HUB AND SPIGOT CAST IRON PIPING WITH HUB AND SPIGOT CAST IRON FITTINGS AND COMPRESSION GASKETS ABOVE SLAB: SERVICE WEIGHT NO -HUB CAST IRON PIPING WITH CAST IRON FITTINGS AND HEAVY DUTY BANDS. 14. STORM PIPING SHALL BE AS FOLLOWS: BELOW SLAB: PVC PIPE, PVC SOCKET FITTINGS, AND SOLVENT -CEMENTED FITTINGS. ABOVE GROUND: SERVICE WEIGHT NC -HUB CAST IRON PIPING. INSULATION IS REQUIRED ON ALL ROOF DRAIN BODIES AND HORIZONTAL RUNS (ABOVE SLAB). yz THICK RIGID MOLDED FIBERGLASS WITH FITTINGS INSERTS, PVC COVERS, AND VAPOR BARRIER JACKET. 15. DOMESTIC WATER PIPING ABOVE AND BELOW SLAB SHALL BE PEX TUBING. INSULATION 15 REQUIRED ON ALL WATER SUPPLY PIPING ABOVE FINISHED FLOOR WITH INSULATION HAVING A MINIMUM R FACTOR OF 6.5 DETERMINED AT 75'F IN ACCORDANCE WITH ASTM C-177 OF NC INTERNATIONAL PLUMBING CODE OR PER LOCAL JURISDICTION. 16. INVERT ELEVATIONS SHALL BE ESTABLISHED AND VERIFIED BEFORE WASTE PIPING IS INSTALLED 50 THAT PROPER SLOPES WILL BE MAINTAINED. 17. THE PLUMBING CONTRACTOR SHALL PROVIDE WATER HAMMER PROTECTION ON ALL WATER DISTRIBUTION PIPING WHERE QUICK -CLOSING VALVES ARE UTILIZED. INSTALLATION OF AIR CHAMBERS OR SHOCK ARRESTORS SHALL BE IN ACCORDANCE WITH PDI-WH2O1. SEE SHOCK ARRESTOR SCHEDULE (IF PROVIDED). 18. PROVIDE FULL PORT VALVES IN ALL BRANCH LINES OF THE HOT AND COLD WATER DISTRIBUTION SYSTEM ON �4" AND LARGER CW 4 HW AND AS SHOWN ON PLANS, RISERS, AND SCHEMATIC DETAILS. 19. REFER TO ARGHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS OF PLUMBING FIXTURES. 20. PROVIDE ACCESS DOORS FOR ALL VALVES AND DEVICES REQUIRING ACCESS WHEN LOCATED IN WALLS OR ABOVE INACCESSIBLE CEILING CONSTRUCTION. 21. PROVIDE DEEP SEAL TRAPS FOR ALL FLOOR DRAINS. 22. WHERE EARTHQUAKE LOADS ARE APPLICABLE IN ACCORDANCE WITH THE PLUMBING CODE, PIPING AND EQUIPMENT SUPPORTS SHALL BE DESIGNED AND INSTALLED FOR THE SEISMIC FORCES IN ACCORDANCE WITH THE BUILDING CODE. 23. PROVIDE A U.L. L15TED ASSEMBLY FOR ALL PENETRATIONS THRU FIRE RATED WALLS AND FLOORS. 24. PROVIDE PRESSURE REDUCING VALVE IF PRESSURE EXCEEDS 80 PSI. 25. ALL SUSPENDED MATERIALS AND EQUIPMENT SHALL BE INDVIDUALLY SUPPORTED FROM THE BUILDING STRUCTURE. DO NOT SUSPEND ITEMS FROM THE CEILING OR ITS SUPPORT SYTEM. 2 E m v �t: O q d U') 3 O I PLUMBING I ND - DOMESTIC COLD WATER PIPING --- 115 DOMESTIC HOT WATER PIPING - - - - - - VENT PIPING WASTE (SANITARY SEWER) FULL PORT VALVE f CHECK VALVE PIPE UP 9 PIPE DOWN FIXTURE DESIGNATION 13 FLOOR DRAIN ABV ABOVE AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION CW COLD WATER DN DOWN E.C. ELECTRICAL SUB -CONTRACTOR E L FCO FLOOR CLEAN OUT FD FLOOR DRAIN FPHB FREEZE PROOF HOSE BIBB FR FROM G.C. GENERAL CONTRACTOR GCO GRADE CLEAN OUT HB HOSE BIBB HW HOT WATER M.C. MECHANICAL SUB -CONTRACTOR P.C. PLUMBING SUB -CONTRACTOR V VENT W WASTE WCO WALL CLEAN OUT PLUMBING FIXTURE SPECIFICA11ONS AND CONNECTION SCHEDULE FAUGET'NALVE DRAIN BPS PIPE SIZES j MARK FIXTURE TYPE MANUFACTURER MODEL NO. MATERIAL STYLE - MANIFACT._ ---__ -_ __� .__..__ ___ _._- __-- MOUPtTINCs i REPU►WC5 MODEL. NO. SPOUT IEWNDLES CENTERS', TYPE SUE AND STOPS iWA51'E VENT] CW FW F WATER FLUSH AMERICAN CAp VITREOUS HANDICAP _ _ _ _ _ _ McQUIRE " ` " ' " _ _ PROVIDE WITH OLSONITE #q5 WC CLOSET TANK STANDARD 4 2 ( FLOOR (SEAT. SEE NOTE I. 2998.012 CHINA ELONGATED 166LK f j • WALL AMERICAN VITREOUS HANDICAP DELTA SINGLE " " McQUIRE u " " " ; WALL A�1/ LAVATORY HUNG STANDARD 0124.024 CHINA SHELFBACK 523 WF NDF STANDARD LEVER 4 GRID I 185 lye I %� HUNG SEE NOTE 2. } I � Y 'i t 4 - PROVIDE TMOP`-HANGER WANDVAO L MOP SINK FLOOR MUSTEE 19F MOLDED 20" X 24" MU5TEE TWO THREADED 4" - - - 3" lye' 3i4" 14 FLOOR BREAKER. ALSO INCLUDE WALL MOUNTED PLASTIC 34" HIGH 93.600 HANDLES HUNG SPRAYER W/ NOSE: TtS ... .._. # - HOSE BIBB STANDARD WOODFORD 24P CAST BRASS WALL _ FAUCET _ L005E KEY WALLINTERGRAL VACUUM BREAKER WALL FPHB FREEZE J.R.SMITH `� CAST BOX LOOSE" WALL PROVIDE WITH INTEGRAL HYDRANT PRE BRA55 FAUCET KEY VACUUM BREAKER. _ ................ ................... . - _ . .... _._ ... WCO WALL ROUND JOSAM 58890 STAINLESS j BRONZE WALL CLEAN -OUT _ TOP ._.._.. STEEL PLUG __ _ _ FLOOR f GO SQUARE JOSAM 56030 CAST BRONZE - - - - - - - :. FLOOR CLEAN -OUT ._._... .._._......,_... ........_ .__. TOP _. ...._. IRON _.....................................__..._... PLUG ! t E .. .. ........._.... .,........... ...........__. .. .... ... ......... .. ......... ... ... .......... ... .............._..._..............._.. .. ............... _.__.... ...._ ..... ___..... .....___..__...._............_............_. aQ GRADE ROUND JOSAM 56040 CAST BRONZE - _ _ _ _ _ _ _ _ _ _ PROVIDE 24'X24"X4" THICK CLEAN -OUT' TOP IRON PLUG GRADE ;CONCRETE PAD AT GRADE. FLOOR SQUARE CAST NIKALOY ' FLOOR FD nnAIkI T.,r, J.R. SMITH 2O10 ;PROVIDE WITH TRAP PRIMER - _ -- NOTES: 1. SEE ARCH. ELEVATIONS FOR TRIP LEVER LOCATION. INSTALL TRIP LEVER TO WIDE 51DE OF STALL. SPECIFY TRIP LEVER LOCATION WHEN ORDERING. 2. INSULATE HOT AND COLD WATER SUPPLIES AND P-TRAP WITH TRUEBRO MODEL 102 INSULATION KIT. PROVIDE WITH POINT OF USE MIXING VALVE (LAWLER, MODEL #516) SET @ 105'F. 3. PROVIDE �4"HW SUPPLY PIPING WITH SHUT-OFF VALVE TO WALL HUNG HOSE SPRAY (ADJACENT TO MOP SINK). SEE MOP 51NK (5-1) FOR ADDITIONAL INFORMATION. VACUUM BREAKER "LAWLER, MODEL# 66-25" MIXING VALVE -\ SHUT-OFF VALVE UNION (TYP) lye" DEEP GALV. WATER DRAIN PAN HEATER SET @ 140, I" DRAIN LINE TO MOP SINK C.W. MAKE-UP 120' H.W. TO FIXTURES "AMTROL" EXPANSION TANK TEMPERATURE AND PRESSURE RELIEF VALVE WATER HEATER ON PLATFORM BY G.C. SIZE PER LOCAL SEISMIC REQUIREMENTS AND TOTAL WEIGHT OF WATER HEATER FULL OF WATER. HB "-DISCHARGE FULL SIZE OF VALVE DISCHARGE TO MOP SINK WITH ELBOW TURNED DOWN DWATER HEATER DIAGRAM NO SCALE NOTE: I. INSTALL WATER HEATER PER MANUFACTURER REQUIREMENTS. 2. PROVIDE HEAT TRAP ON CW AND HW LINES PER INTERNATIONAL ENERGY CONSERVATION CODE , 5ETION C404.3. ENGINEERING 2923 South Tryon Street Suite 280 Charlotte, North Carolina 28203 tel 704.373.0068 fax 704.373.0260 MECHANICAL ELECTRICAL. PLUMBING %%011r,nu111111*0 11 ATE OF , no L IIIII1RAMp`27, 2021 ^ I0- V) n WJ 0 V Z Z�- Z i- W __l ULn co 0 WCO J _IN-j w a O1--wo Qu) 0 ., L0 F- J Z a W = 0 za W i� JJ N 0 oy��OLt� a tlI rat od aw RNA on agrt. b. Cman' J�e1 aop %ht 201,% cm" "OWN N000ioM. o ded �wrtom ate' REV. I DESCRIPTION 09-23-2021 SCHEDULE, NOTES AND LEGENDS pml N r N E m m 00 0-0) CV 0 a N 1 0 co ry N N � I N fY m U to I" CW UP THRU SLAB WITH ACCESSIBLE SHUT-OFF i2" CW SUPPLY WITH BALL VALVE CENTERED BETWEEN DOORS, TURNED DOWN AND STOP WITH BALL VALVE STUBOUT ON WALL AT B' AFF PLUMBING WASTE + VENT PLAN 1 /4"=1'-0" Z-- I"DOME5TIC CW. SEE (41 4"5ANITARY. SEE CIVIL FOR CONTINUATION — ff ---a D-)N� ASTE/VENT RISER O SCALE FCO r.IN MIND o19 MEN r.�..I'm .... 2923 South Tryon Street Suite 280 Charlotte, North Carolina 28203 tel 704.373.0068 fax 704.373.0260 MECHANICAL ELECTRICAL PLUMBING ,,,��►1111111///�,, . % ATE OF r WOE 2021 W� J 0—j Z = Q Uo-M W c) _INJ —mow 0Q� J Lo�—.J WWI L.L = ` < n N n D O C� Z Cw ^G I.J. O J wQ >O w oQ Oz J_ J Q O LL 0 711 wZ� Quo o� �Uwo x � 0 Uapa wOo45 rqQp3 NUax.3 s riia aces This M tm poV�-� EThY MW not to be Mpw bob cein pwL ThY Diw not io 1 uuppoonn _. and runt be rreh�anodd otMr lod 5 i l ... �/ �� _ RobYra� Awodaba yim _ ; .k M 2013, 06droy RoDYran FGO , ttMRb�tt Uft protodnd ... __ _�. OIL NTERGEPTOR EQUAL TO JR SMITH MODEL 85�1-10- 5 am KaMd dlnwrfona f WITH, 10 GPM FLOW RATE. OIL INTERCEPTOR SMALL BE f PROVIDED WITH SEDIMENT BUCKET, FLOW CONTROL FITTING AND EXTEN5TION KITS (AS REQUIRED). INSTALL FLUSH TO FINISHED FLOOR PER (� MANIJFAGTURER'5 INSTALLATION REQUIREMENTS -�� TERMINATE ? ABV cFLOOR 0 fi fUSED OIL i F''USED OIL _ Q ' } USE6 OIL REV. DESCRIP110N \\y t meveto \ MANAGER'S __....._... ........ ...........-....._.........._GEELGE_._...... I t r �b ...�. _.._.._.....__ __......T____. .. NOTES: I. PROVIDE MEAT TRACE TAPE 4" 09-23-2021 CLOSED CELL ELA5TOMERIC INSULATION ON ALL WATER PIPING RUN EXPOSED AND/OR SUBJECT TO FREEZING IN SERVICE BAY AND PLUMBING STORAGE ROOM. PLANS 2. VERIFY/CONFIRM ALL HOSE BIB LOCATIONS WITH OWNER PRIOR TO STARTING WORK. 3. COMPRESSED AIR(CA) SYSTEM BY OTHERS. SEE OWNER 4 EQUIPMENT PROVIDER FOR ADDITIONAL INFORMATION. 1 4. SEAL ALL PIT PENETRATIONS. II Pm2 .14 c-