THIS DRAWINGS ARE INSTRUMENTSOF SERVICE AND SHALL REMAIN THEPROPERTY OF THE ARCHITECT. THESEDRAWINGS ARE PROTECTED UNDERCOPYRIGHT LAWS AND MAY NOT BEREPRODUCED IN PART OR IN WHOLEWITHOUT THE EXPRESS WRITTENCONSENT OF THE ARCHITECT.
ALL DIMENSIONS, SPECS, ANDDETAILS ARE TO BE VERIFIED BY THECONTRACTOR/OWNER PRIOR TOSTARTING CONSTRUCTION.
Separated Use (302.3.2)- See below for area calculations
Story No. Desc. Bldg Area Table 503 Area Inc. for Area Inc. for Allowable Area Max. Bldg.& Use Per Story Area Open Space Sprinkler Or Unlimited Area
Non-bearing Walls
West
InteriorSouth
NorthEast
Life Safety Plan Sheet #, if Provided
Smoke Detection SystemsPanic Hardware
NUMBER AND ARRANGEMENT OF EXITS
Designationor SpaceFloor, Room
of Egress (Sec. 1014.2)
Required Dist.
Arrangement MeansTravel DistanceMinimum
on PlansShownReq'd
Number of Exits
Shownon Plans(Table 1016.1)
Allowable Shown onPlansBetween Doors
EXIT WIDTH
Designationor SpaceUse Group Area
sq. ft.
Stair
(Table 1005.1)(Table 1004.1.1)
Area PerOccupant
Level
Egress WidthPer Occupant
Exit Width
Required Width(Section 1005.1) Shown on Plans
Actual Width
control towers must comply with 412.1.2.
5 The maximum area of parking garages must comply with 406.3.5. The maximum area of air traffic
4 Maximum Building Area = total number of stories in the building x E (506.4).
Group A motion picture (507.9): Malls (402.6): and H-2 aircraft paint hangers (507.7).
3 Unlimited area applicable under conditions of Sections Group B,F,M,S,A-4 (507):
b. Single story building Is = 300 percenta. Multi-story building Is = 200 percent
2 The sprinkler increase per Section 506.3 is as follows:e. Percent of frontage increase I = 100 [F/P- 0.25] x W/30 = _____(%)d. W = Minimum width of public way = ___ (W)c. Ratio (F/P) = ______________ (F/P)b. Total Building Perimeter = ______ (P)a. Perimeter which fronts a public way or open space having 20 feet minimum width = ______ (F)
1 Open space area increases from SECTION 506.2 are computed thus:
Tracy Pratt 52837
ENERGY REQUIREMENTS:The following data shall be considered minimum and any specialattribute required to meet the energy code shall also beprovided. Each Designer shall furnish the required portions ofthe project information for the plan data sheet and shall signthe Designer's statement for the appropriate portion. asrequired by G.S. 143-151.33. If energy cost budget method, statethe annual energy cost budget vs allowable annual energy costbudget.
Type:
Feet:
Stories:Building Height in StoriesBuilding Height in FeetType of Construction
ALLOWABLE HEIGHT Allowable Increase For Sprinklers Shown on Code
Plans
Feet= H + 20'=
Stories + 1 =
(Table 503)
Type:
Reference
including columns,girders, trusses:
Exteriorand Partitions:
MALE FEMALEPRIVATE
IIB
Incidental Use Separation
INDEX OF DRAWINGS:
X
Stair Level Stair Level
Includ. beams and joists:
(336) 402-2078
X
Sprinkled: No Partial Yes NFPA 13 NFPA 13R NFPA 13D
NONE
X
EXISTING
NEW
XX
New Construction Addition Upfit
1
EXISTING:
CONSTRUCTED ORIGINAL USE RENOVATED CURRENT USE
BUILDING DATA
I-A
I-B
II-A
II-B
III-A
III-B
IV V-A
V-B
Mezzanine: No Yes
Assembly A-1 A-2 A-3 A-4 A-5
Special Provisions: 508.2 508.3 508.4 508.5 508.6 508.7 508.8
413 414 415 416 417 418 419 420 421
Incidental Use Separation (302..1.1)
The required type of construction for the building shall be determined by applying the height and area limitations foreach of the applicable occupancies to the entire building. The most restrictive type of construction so determined, shallapply to the entire building.
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each usedivided by the allowable floor area for each use shall not exceed 1
8400 9500 28500
(A) (B) (C) (D) (E) (F)
18'-6"1
753
552
Shaft Enclosures-Other
21,3
1. Corridor dead ends (Section 1016.3)2. Single exits (Table 1018.2)3. Common Path of Travel (Section 1013.3)
1. See Table 1004.1.2 to determine whether net or gross area is applicable2. Minimum stairway width (Sec. 1005.1); min. corridor width (Sec. 1016.2); min. door width (Sec. 1018.1)3. Minimum width of exit passageway (Sec. 1020.2)4. See Section 1004.5 for converging exits.5. The loss of one means of egress shall not reduce the available capacity to less than 50% of the total required (Sec. 1005.1)6. Assembly occupancies (Sec. 1024)
1 2,3,4,5,61
REQUIRED
ELECTRICAL SUMMARYELECTRICAL SYSTEM AND EQUIPMENTREFER TO ELECTRICAL DWGS. BY OTHERS
MECHANICAL SUMMARYMECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENTREFER TO MECHANICAL DWGS. BY OTHERS
Occupancy= 497 (249 male, 249 female)
NA
NA
NA
18'-6" 1
8400
Load
CalculatedOccupant
2
00 0
Tracy E. Pratt, Architect, PLLC
YESNONONONO
YESYESYESYES
0
602.2
Table 503
1 4750 42750
>30
00000
IIB
0000
0
000
0 0
0 0
0 0
0
NA
0
0
NA
A-0.1
NA
0
NA
NA
NA
0
2
Flood Hazard Area: No Yes
Actual Area of Occupancy A + Actual Area of Occupancy B
Allowable Area of Occupancy A + Allowable Area of Occupancy B< 1
400400
400/400=120
f50 1-.25x.67=50%
0
0
1
4
42750
_
NANA
COMcheck Software Version 3.8.0
Envelope Compliance Certificate2009 IECC
Section 1: Project Information
Project Type: New ConstructionProject Title : River Mill Academy Cafeteria Bldg.
Construction Site: Owner/Agent: Designer/Contractor:
Tracy Pratt (Designer)1242 S. Main Street Jeff Dishmon Tracy E. Pratt, Architect, PLLCGraham, NC 27253 River Mill Academy 515 College Road
1242 S. Main Street Suite 9Graham, NC 27253 Greensboro, NC 27410(336)229-0909 (336) 402-2078
Section 2: General Information
Building Location (for weather data): Graham, NC
Climate Zone: 4a
Vertical Glazing Wall Area Pct.: 5%
Activity Type(s) Floor Area
Dining: Cafeteria/Fast Food 8,400
Section 3: Requirements Checklist
Envelope PASSES: Design 2% better than code.Envelope PASSES: Design 2% better than code.
(a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements.
Air Leakage, Component Certification, and Vapor Retarder Requirements:
o 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor-permeable wrapping material
installed in accordance with the manufacturer's installation instructions.o 2. Windows, doors, and skylights certified as meeting leakage requirements.
o 3. Component R-values & U-factors labeled as certified.
o 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels.
o 5. “Other” components have supporting documentation for proposed U-factors.
o 6. Insulation installed according to manufacturer’s instructions, in substantial contact with the surface being insulated,
and in a manner that achieves the rated R-value without compressing the insulation.o 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped
with motorized dampers.o 8. Cargo doors and loading dock doors are weather sealed.
o 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed
with gasket or caulk.o 10. Building entrance doors have a vestibule equipped with closing devices.
Exceptions:
o Building entrances with revolving doors.
o Doors that open directly from a space less than 3000 sq. ft. in area.
Section 4: Compliance Statement
Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designedto meet the 2009 IECC requirements in COMcheck Version 3.8.0 and to comply with the mandatory requirements in theRequirements Checklist.
Tracy E. Pratt, Architect 4-30-2014Name -Title Signature Date
394
0
Alamance Consulting Engineers
>20
Britt, Peters, & Assoc.
Assembly
>30_
>30_
>10_>10_>10_>10_
0
0
0
250'Cafeteria
Cafeteria (A3)
STRUCTURAL SUMMARYREFER TO STRUCTURAL DWGS. BY OTHERS
0
2 2 131
1 1
2752 7
UL# U465
.2
1
51'
N/A 79"
86'102'
N/A 272"
G. Kevin Bengel 25043 (336) 449-4558
Seth Robertson 38917 (843) 284-0400
G. Kevin Bengel 25043 (336) 449-4558
8400
8400
8400
ARCHITECTURAL:
CS-1 COVER SHEETA-0 BLDG. CODE SUMMARY,A-0.1 LIFE SAFETY PLAN, FIRE RATED ASSEMBLIESA-1 FLOOR PLANA-2 BUILDING ELEVATIONSA-3 DOOR / WDW TYPES, INT. ELEVATIONSA-4 SECTIONS
MECHANICAL:
M-1 MECHANICAL PLANM-2 GAS PIPING PLANM-3 MECHANICAL NOTES AND DETAILS
Alamance Consulting Engineers
_
STRUCTURAL:
S-0 GENERAL NOTESS-1 FOUNDATION / SLAB PLANS-2 SECTIONS AND DETAILS
ELECTRICAL:
E-1 LIGHTING PLANE-2 ELECTRICAL PLANE-3 ELECTRICAL NOTES AND DETAILS
THERMAL ENVELOPEMETHOD OF COMPLIANCE:Prescriptive _____ Performance_____ Energy Cost Budget_____X
Table 503
.3
Cafeteria Building For:
River Mill Academy1242 S Main St, Graham, NC 27253
0
Stage
Dressing Rm.
Prop Room
841257 15
Kitchen
.2 44" 34" 72" 136".3
2 2 231
Alamance Consulting Engineers G. Kevin Bengel 25043 (336) 449-4558
17247 15 .2 44" 34" 72" 136".3
2308 200 .2 44" 34" 72" 136".3
2397 200 .2 N/A 34" N/A 34".3
(Stage Walls)
515 College Rd., Suite 9Greensboro, NC 27410
336-402-2078
Tracy E. Pratt,Architect, PLLC
P.O
.Box
628
Elo
n,N
C27244
gra
nt@
foxd
esi
gnllc
.com
(336)4
49-4
940
LLC
River Mill AcademyCafeteria Building
1242 S Main StGraham, NC 27253
Date
Rem
ark
s
Scale:
4/30/14
Project:
Revis
ion
s:
N.T.S.
Sheet No:
Drawn By: GWF
Checked By: TEP
Date: 4/30/14
File: Rivermill Cafeteria 1B
THIS DRAWINGS ARE INSTRUMENTSOF SERVICE AND SHALL REMAIN THEPROPERTY OF THE ARCHITECT. THESEDRAWINGS ARE PROTECTED UNDERCOPYRIGHT LAWS AND MAY NOT BEREPRODUCED IN PART OR IN WHOLEWITHOUT THE EXPRESS WRITTENCONSENT OF THE ARCHITECT.
ALL DIMENSIONS, SPECS, ANDDETAILS ARE TO BE VERIFIED BY THECONTRACTOR/OWNER PRIOR TOSTARTING CONSTRUCTION.
1. Floor and Ceiling Runners — (not shown) — Channel shaped runners, 3-5/8 in. wide (min), 1-1/4 in. legs, formed from min No. 25 MSG galv steel, attachedto floor and ceiling with fasteners spaced 24 in. OC max.2. Steel Studs — Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. folded back returns, formed from min No. 25 MSG galv steel spaced 24 in. OCmax.3. Batts and Blankets* — (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity.See Batts and Blankets (BZJZ) category for names of Classified companies.3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose material. The fiber is applied with water to completely fill the
enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb/ft3 . Alternate application method: Thefiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosedcavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3 .U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is applied with water
to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry densityof 4.3 pounds per cubic ft.NU-WOOL CO INC — Cellulose Insulation4. Gypsum Board* — 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. alongedges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6(resilient channels) or 6A (furring channels), wallboard is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC.AMERICAN GYPSUM CO — Types AG-C, AGX-1BEIJING NEW BUILDING MATERIALS PUBLICLTD CO — Type DBX-1.CERTAINTEED GYPSUM INC — Types 1, EGRG, ProRoc Type X, ProRoc Type C.CERTAINTEED GYPSUM CANADA INC — ProRoc Type C, ProRoc Type X or ProRoc Type Abuse-Resistant.CANADIAN GYPSUM COMPANY — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.G-P GYPSUM CORP, SUB OFGEORGIA-PACIFIC CORP — Types 5, 9, C, DAP, DD, DA, DGG, DS, GPFS6.LAFARGE NORTH AMERICA INC — Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A.NATIONAL GYPSUM CO — Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3 , FSW-5.PABCO BUILDING PRODUCTS L L C, DBAPABCO GYPSUM — Type PG-C or PG-9 .PANEL REY S A — Type PRX.SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX-1TEMPLE-INLAND FOREST PRODUCTS CORP — Type X, Veneer Plaster Base – Type X, Water Rated –Type X, Sheathing - Type X, Soffit – Type X, TG-C.UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.4A. Gypsum Board* — (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally.Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides ofstuds need not be staggered or backed. Panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when appliedhorizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. When used in widths other than 48 in.,gypsum panels to be installed horizontally.CANADIAN GYPSUM COMPANY — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.UNITED STATES GYPSUM CO — T ype AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.4B. Gypsum Board* — (As an alternate to Items 4 or 4A) — Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A with screw length increased to 1-1/4in.CANADIAN GYPSUM COMPANY — Types AR, IP-AR.UNITED STATES GYPSUM CO — Types AR, IP-AR.USG MEXICO S A DE C V — Types AR, IP-AR.5. Joint Tape and Compound — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded infirst layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneerbaseboard. Joints reinforced. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges.6. Resilient Channel — (Optional-Not Shown) — 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to eachintersecting stud with 1/2 in. long type S-12 panhead steel screws.6A. Steel Framing Members (Not Shown)* — As an alternate to Item 3, furring channels and resilient sound isolation clip as described below:
a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studsas described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end ofoverlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long atthe midpoint of the overlap, with one screw on each flange of the channel.b. Steel Framing Members* — Used to attach furring channels (Item a) to studs (Item 1). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or
hex head Type S steel screw through the center grommet. Furring channels are friction fitted into clips.PAC INTERNATIONAL INC — Type RSIC-1.7. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer onone or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR-510 panel is installed between the steelframing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing,except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of ULClassified Gypsum Board.QUIET SOLUTION INC — Type QuietRock QR-510.*Bearing the UL Classification Mark
515 College Rd., Suite 9Greensboro, NC 27410
336-402-2078
Tracy E. Pratt,Architect, PLLC
H.C. URINAL
17"
44"
MA
X.
FLUSH VALVE
24"
51"
MA
X.
STD. URINAL
FLUSH VALVE
48"
MA
X.
DISPENSER COAT RACK W/ SHELF
60"
60"
48"
4" 3"
GENERAL NOTES:
1. BLOCKING IS TO BE NAILED IN PLACE VERY SOLID SUCHTHAT IT CAN HOLD A GRAB BAR THAT HAS AN APPLIED LOADOF 250 LBS. IN ANY DIRECTION. (TYPICAL).2. BLOCKING IS TO BE INSTALLED IN ALL ACCESSIBLE STALLS.
GRAB BAR BLOCKING NOTES:
TOILET ROOM GENERAL NOTES:
AT LEAST 1 MIRROR IN ROOM SHALL BE MOUNTED SO THE BOTTOMEDGE OF THE REFLECTING SURFACE IS 40" AFF OR LESS
SOAP DISPENSER & TOWEL DISPENSER (OR HAND DRYER) IN ROOMSHALL BE MOUNTED SO FUNCTIONAL HEIGHT IS 48" AFF OR LESS
NOTE: DIRECTION OF APPROACH IS ALWAYSPARALLEL TO THE 48" DIMENSION
8" 6"
36"
MIN
.
CLEAR FLOOR SPACE ATLAVATORY
17" MIN.30"x48" CL. FLR.SPACE
19"
48"
29" MIN.
MAX.
15"
MIN
.
15"
CLEAR FLOOR SPACE ATDRINKING FOUNTAIN
30
"M
IN.
30
"M
IN.
48"
17" MIN.
19" MAX.
18" GRAB BAR
36" GRAB BAR
RIM
HG
T.
ROOM SIGNAGE CONTROLS
TYPICAL ACCESSIBILITY NOTES & DETAILS
MAX. TOE CLEARANCEMIN. KNEE CLEAR.
SIDE WALL TYPICALDIMENSIONS
NOTE: DIRECTION OF APPROACH IS ALWAYSPARALLEL TO THE 48" DIMENSION
1. THESE DRWAINGS ARE FOR STANDARD LOCATIONS AND MINIMUMALLOWANCES. FOR SPECIFIC TOILET WALL, AND DOOR ORIENTATIONSEE FLOORPLAN.2. ALL DIMENSIONS NOTED ARE ABOVE FINISH FLOOR.3. DIMENSIONS MAY VARY, SEE SPECIFIC DETAILS ALSO.
POSITION OF GRAB BARS FOR ADULTS
WH
13052
3070 3070
307
03
07
0
307
0
6070
30503050305030503050305030503050
60703070
307013052
307
01
30
80
130
52
307
0
3070
307
03
07
03
07
0
307
0
3070
3070
6070
3050 3050 3050 3050 3050 3050 3050 3050
6070
D D
D D
D
17'-0" x 7'-6"
17'-0" x 8'-6"
7'-8" x 6'-8"
75'-10" x 58'-6"
22'-4" x 17'-10"
7'-6" x 6'-10"
27'-10" x 45'-2"
6'-0" x 6'-10"
11'-6" x 34'-8"
11'-6" x 23'-6"
6'-0" 64'-0" 6'-0"
5'-0"
21
'-6
"5'-6"
21
'-6
"5'-0"
Cafeteria
Storage
Dressing
Stage
Kitchen
Prop Room
Girls
Boys
Staff
Seating Area1376 sf / 7 = 197 persons
Seating Area1376 sf / 7 = 197 persons
Utility
Tra
ve
lDis
tance
=1
02
'
Life Safety PlanSCALE: 1/8"=1'
1A-0.1
1A-0.1
Occupancy Load1257 sf / 15 = 84 persons
Occupancy Calculations:
1a) Cafeteria 4446 sf / 15 = 2971b) Assembly Space 197 x 2 = 3942) Stage 1257 sf / 15 = 843) Dressing Room 247 sf / 15 = 174) Prop Room 308 sf / 200 = 25) Kitchen 397 sf / 200 = 2
THIS DRAWINGS ARE INSTRUMENTSOF SERVICE AND SHALL REMAIN THEPROPERTY OF THE ARCHITECT. THESEDRAWINGS ARE PROTECTED UNDERCOPYRIGHT LAWS AND MAY NOT BEREPRODUCED IN PART OR IN WHOLEWITHOUT THE EXPRESS WRITTENCONSENT OF THE ARCHITECT.
ALL DIMENSIONS, SPECS, ANDDETAILS ARE TO BE VERIFIED BY THECONTRACTOR/OWNER PRIOR TOSTARTING CONSTRUCTION.
1. CONTRACTOR TO COMPLY W/ ALL APPLICABLE BLDG. CODES AND REGULATIONS.2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE PERMITS ANDAPPROVALS INCLUDING ALL FEES ASSOCIATED WITH PERMITS AND APPROVALS.3. CONTRACTOR SHALL PROVIDE ALL SUPERVISION, LABOR, MATERIAL, EQUIPMENT,MACHINERY AND ANY AND ALL OTHER ITEMS NECESSARY TO COMPLETE THE WORK.4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIORTO START OF ANY WORK.5. CONTRACTOR AND/OR OWNER RESPONSIBLE FOR DETERMINING SPECIFICATIONS FORMATERIALS, PRODUCTS AND SYSTEMS TO BE USED IN THIS PROJECT.6. INTERIOR WALLS TO BE 3 5/8" OR 6" METAL STUDS @ 16" O.C. W/ 5/8" GYP BD EACH SIDEUNLESS NOTED OTHERWISE. ALL WALLS TO BE FIRE-STOPPED PER APPLICABLE BUILDINGCODE REQUIREMENTS.7. PROVIDE ACOUSTICAL TILE CEILING IN ALL AREAS EXCEPT CAFETERIA AND STAGE.8. INTERIOR FINISHES TO BE DETERMINED BY OWNER. CONTRACTOR TO COORDINATE.9. ALL DOOR HARDWARE TO BE A.D.A. COMPLIANT. ALL LATCHSETS AND LOCKSETS TO HAVELEVER TYPE HANDLES.10. PROVIDE WEATHERSTRIPPING AND ALUM. THRESHOLDS AT ALL EXTERIOR DOORS.11. CONTRACTOR TO VERIFY and COORDINATE LOCATION OF ALL PAD MOUNTEDMECHANICAL EQUIPMENT.12. REFER TO STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND METAL BUILDINGMANUF. DRAWINGS BY OTHERS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.13. REFER TO SITE PLAN BY OTHERS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
General Notes
U465INTERIOR WALL- 1 HR RATED3 5/8" OR 6" METAL STUDS,TYPE X GYP BD EA. SIDE, FROMCONC. SLAB TO ROOF DECK
WALL MTD. METALHANDRAIL
6" WALL
TYPE
EXTERIOR WALLMETAL BUILDING
Wall TypesUL # GRAPHIC
NONE
Utility
NOTE: REFER TO STRUCT. DWGS.FOR STAGE/RAISED PLATFORMFRAMING INFO. AND DETAILS.
1 HR RATED WALL,UL# U465, FROMSLAB TO ROOF DECK
NONEINTERIOR WALL3 5/8" OR 6" METAL STUDS
Total Sq. Ft. =8400 SF
Square Footage
1 HR RATED WALL,UL# U465, FROMSLAB TO ROOF DECK
Occupancy Calculations:
1a) Cafeteria 4446 sf / 15 = 2971b) Assembly Space 197 x 2 = 3942) Stage 1257 sf / 15 = 843) Dressing Room 247 sf / 15 = 174) Prop Room 308 sf / 200 = 25) Kitchen 397 sf / 200 = 2
NOTE: PLY. SUBFLOOR FORDRESSING, PROP RM., ANDLANDINGS TO BE FIRE-RETARDANT TREATED PLY.
NOTE: REFER TO SITEPLANS FOR SIDEWALKLAYOUT/LOCATIONS.
NOTES:1) CAFETERIA WALLS (EXCEPT STAGE WALL) - FRP TO 8' HT, PAINTED GYP. BD. ABOVE. STAGEWALL -PAINTED GYP. BD. TO ROOF DECK2) KIT., SERVING LINES, BATHROOMS, UTIL., AND STOR. - FRP TO CEILING (10' HT).3) DRESSING, PROP ROOM, RAMP, STAIR CORR. - PAINTED GYP. BD. TO CEILING (10' ABOVESTAGE HT.)4) STAGE - PAINTED GYP. BD. TO ROOF DECK
1 HR RATED WALL,UL# U465, FROMSLAB TO ROOF DECK
1 HR RATED WALL,UL# U465, FROM
SLAB TO ROOF DECK
P.O
.Box
628
Elo
n,N
C27244
gra
nt@
foxd
esi
gnllc
.com
(336)4
49-4
940
LLC
River Mill AcademyCafeteria Building
1242 S Main StGraham, NC 27253
Date
Rem
ark
s
Scale:
Project:
Revis
ion
s:
Sheet No:
Drawn By: GWF
Checked By: TEP
Date: 4/30/14
File: Rivermill Cafeteria 1B
THIS DRAWINGS ARE INSTRUMENTSOF SERVICE AND SHALL REMAIN THEPROPERTY OF THE ARCHITECT. THESEDRAWINGS ARE PROTECTED UNDERCOPYRIGHT LAWS AND MAY NOT BEREPRODUCED IN PART OR IN WHOLEWITHOUT THE EXPRESS WRITTENCONSENT OF THE ARCHITECT.
ALL DIMENSIONS, SPECS, ANDDETAILS ARE TO BE VERIFIED BY THECONTRACTOR/OWNER PRIOR TOSTARTING CONSTRUCTION.
THIS DRAWINGS ARE INSTRUMENTSOF SERVICE AND SHALL REMAIN THEPROPERTY OF THE ARCHITECT. THESEDRAWINGS ARE PROTECTED UNDERCOPYRIGHT LAWS AND MAY NOT BEREPRODUCED IN PART OR IN WHOLEWITHOUT THE EXPRESS WRITTENCONSENT OF THE ARCHITECT.
ALL DIMENSIONS, SPECS, ANDDETAILS ARE TO BE VERIFIED BY THECONTRACTOR/OWNER PRIOR TOSTARTING CONSTRUCTION.
NOTES:1) ALL DOORS TO BE 1 3/4" THICK.2) ALL EXTERIOR DOORS TO BE INSULATED.3) PROVIDE ALUM. THRESHOLD AND WEATHERSTRIPPING AT ALL EXTERIOR DOORS.4) ALL DOOR HARDWARE TO BE A.D.A. COMPLIANT.5) HARDWARE SUPPLIER TO PROVIDE COMPLETE HARDWARE SCHEDULE.6) GLASS IN NON-RATED DOORS TO BE CLEAR 1/4" SAFETY OR TEMPERED GLASS.
1A-31
A-3
Window / Door ScheduleSCALE: 1/4"=1'
Window Types
ALL WINDOWS: FIXED, ALUMFRAME, ALUM SASH WINDOWSWITH INSUL. GLASS
THIS DRAWINGS ARE INSTRUMENTSOF SERVICE AND SHALL REMAIN THEPROPERTY OF THE ARCHITECT. THESEDRAWINGS ARE PROTECTED UNDERCOPYRIGHT LAWS AND MAY NOT BEREPRODUCED IN PART OR IN WHOLEWITHOUT THE EXPRESS WRITTENCONSENT OF THE ARCHITECT.
ALL DIMENSIONS, SPECS, ANDDETAILS ARE TO BE VERIFIED BY THECONTRACTOR/OWNER PRIOR TOSTARTING CONSTRUCTION.
R-19 BLANKET TYPE INSUL. W/ THERMALBLOCKS AND ADDL. R-11 BLANKET INSUL.WITH LINER PANEL BETWEEN ROOFPURLINS (BY METAL BLDG. SUPPLIER), TYP.
R-19 BLANKET TYPE INSUL. W/ THERMALBLOCKS AND ADDL. R-11 BLANKET INSUL.WITH LINER PANEL BETWEEN ROOFPURLINS (BY METAL BLDG. SUPPLIER), TYP.
R-19 BLANKET TYPE INSUL. W/ THERMALBLOCKS AND ADDL. R-11 BLANKET INSUL.WITH LINER PANEL BETWEEN ROOFPURLINS (BY METAL BLDG. SUPPLIER), TYP.
WALL GIRT (BY METALBLDG. SUPPLIER)
SILL TRIM
ACOUSTICAL TILE CLG
BLANKET TYPE BATTINSULATION- R13 MIN.
(BY METAL BLDG. SUPPLIER)
STEEL BLDG. COLUMN (BYMETAL BLDG. SUPPLIER)
METAL WALL PANEL (BYMETAL BLDG. SUPPLIER)
3 5/8" METAL STUD WALL W/5/8" HIGH IMPACT GYP. BD.
EAVE HT.
METAL STUD & GYP. BD.COLUMN ENCLOSURE BEYOND
4" CRUSHEDSTONE BASE
GUTTER (BY METALBLDG. SUPPLIER)
112
METAL ROOF PANEL & INSULATION(BY METAL BLDG. SUPPLIER)
CONC. FOOTING W/ REINFORC.,SEE STRUCT. DRAWINGS
CAFETERIA
Wall Section @ Exterior Wall
SCALE: 1/2"=1'-0"
1A-4
1A-4
GALV. METAL WALL TIES
THRU-WALLFLASHING W/WEEPS
R-19 BATT INSULATION
STEEL BLDG. COLUMN (BYMETAL BLDG. SUPPLIER)
MORTAR NET
BRICK VENEER
6" METAL STUD WALL W/ 5/8"HIGH IMPACT GYP. BD.
EAVE HT.
METAL STUD & GYP. BD.COLUMN ENCLOSURE BEYOND
4" CRUSHEDSTONE BASE
GUTTER (BY METALBLDG. SUPPLIER)
112
METAL ROOF PANEL & INSULATION(BY METAL BLDG. SUPPLIER)
CONC. FOOTING W/ REINFORC.,SEE STRUCT. DRAWINGS
4" CONC. SLAB W/ FIBERREINF. O/ VAPOR BARRIER
Wall Section @ Exterior Wall
SCALE: 1/2"=1'-0"
2A-42
A-4
AIR SPACE
5/8" STRUCT. GYP. BD. SHEATHING(DENSGLASS OR EQUIV.) W/
VAPOR BARRIER
EPOXY FLOOR COATING(ANTI-MICROBIAL)
EPOXY FLOOR COATING(ANTI-MICROBIAL)
4" CONC. SLAB W/ FIBERREINF. O/ VAPOR BARRIER
PROP ROOM
GALV. METAL WALL TIES
THRU-WALLFLASHING W/WEEPS
R-19 BATT INSULATION
END WALL COLUMN (BYMETAL BLDG. SUPPLIER)
MORTAR NET
BRICK VENEER
6" METAL STUD WALL W/ 5/8"HIGH IMPACT GYP. BD.
METAL STUD & GYP. BD.COLUMN ENCLOSURE BEYOND
4" CRUSHEDSTONE BASE
METAL FASCIA TRIM(BY METAL BLDG.
SUPPLIER)
WIND BEAM (BY METALBLDG. SUPPLIER)
ROOF PURLIN (BY METALBLDG. SUPPLIER)
METAL ROOF PANEL & INSULATION(BY METAL BLDG. SUPPLIER)
CONC. FOOTING W/ REINFORC.,SEE STRUCT. DRAWINGS
4" CONC. SLAB W/ FIBERREINF. O/ VAPOR BARRIER
Wall Section @ Exterior Wall
SCALE: 1/2"=1'-0"
3A-43
A-4
AIR SPACE
5/8" STRUCT. GYP. BD. SHEATHING(DENSGLASS OR EQUIV.) W/
VAPOR BARRIER
VCT o/ 3/4" T&G FIRE-RET. TR. PLY.o/ METAL DECK o/ L.G. METALFRAMING (SEE STRUCT. DWGS.)
515 College Rd., Suite 9Greensboro, NC 27410
336-402-2078
Tracy E. Pratt,Architect, PLLC
P.O
.Box
628
Elo
n,N
C27244
gra
nt@
foxd
esi
gnllc
.com
(336)4
49-4
940
LLC
River Mill AcademyCafeteria Building
1242 S Main StGraham, NC 27253
Date
Rem
ark
s
Scale:
A-4
AS NOTED
Project:
Revis
ion
s:
Sheet No:
Drawn By: GWF
Checked By: TEP
Date: 4/30/14
File: Rivermill Cafeteria 1B
THIS DRAWINGS ARE INSTRUMENTSOF SERVICE AND SHALL REMAIN THEPROPERTY OF THE ARCHITECT. THESEDRAWINGS ARE PROTECTED UNDERCOPYRIGHT LAWS AND MAY NOT BEREPRODUCED IN PART OR IN WHOLEWITHOUT THE EXPRESS WRITTENCONSENT OF THE ARCHITECT.
ALL DIMENSIONS, SPECS, ANDDETAILS ARE TO BE VERIFIED BY THECONTRACTOR/OWNER PRIOR TOSTARTING CONSTRUCTION.
