construction documents for nrcs community …

CONSTRUCTION DOCUMENTS FOR

FARMVILLE, NC

NRCS COMMUNITY PAVILION

625 LYNNDALE CT. SUITE F GREENVILLE, NC 27858 (252)355-1068 PHONE

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GRLLE,N.C

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51351CERT. NO.

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ARCH I TECTURE , P

.C.

GREENV I L L E , NC

REG

ISTE

RED ARCHITECTURAL CORPORAT

ION

NORT H CAROL I NA

JUNE 1, 2021

JKF PROJECT NO. 2021-03

PHASE 1

RPA ENGINEERING, PA102 REGENCY BLVD., SUITE A1

GREENVILLE, NC 27834252-321-6027

STRUCTURAL ENGINEERATLANTEC ENGINEERS, PAPLUMBING, MECHANICAL & ELECTRICAL ENGINEERS

3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612

919-571-1111

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MATERIALS KEYING LEGEND

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COPYRIGHT, JKF ARCHITECTURE PC, JOHN K. FARKAS, AIAC

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6 2 5 L Y N N D A L E CT., S U I T E F, G R E E N V I L L E, N C 2 7 8 5 8 2 5 2 - 3 5 5 - 1 0 6 8

CEILING MATERIALS LEGEND

GENERAL PROJECT LEGEND

REFLECTED CEILING PLAN LEGEND

WALL MATERIALS/FINISH

BASE MATERIALS

FLOOR MATERIALS/FINISH

ROOM FINISH SCHEDULE(SEE FLOOR PLANS)

ARCHITECTURAL ABBREVIATIONS

APC ACOUSTICAL PANEL CEILINGADJ ADJACENTAFF ABOVE FINISHED FLOORAL ALUMINUMALT ALTERNATEAN ANODIZEDATTN ATTENUATIONBD BOARDBIT BITUMINOUSBLKG BLOCKINGBLKT BLANKETBM BEAMBOP BOTTOM OF PLATE

BRG BEARINGCAB CABINETCAP CAPACITYCB CATCH BASINC CENTERLINE

CLG HT CEILING HEIGHTCJ CONTROL JOINT

CLR CLEARCLG CEILINGCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONSTR CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACTORCT CERAMIC TILEDWG DRAWINGEA EACHEC ELECTRICAL CONTRACTOREF EXHAUST FANELEC ELECTRICALENCL ENCLOSUREEOS EDGE OF SLABEWC ELECTRIC WATER COOLEREXIST EXISTINGEXPD EXPOSEDEXP JT EXPANSION JOINTEXT EXTERIORFDN FOUNDATIONFE FIRE EXTINGUISHERFFE FINISHED FLOOR ELEVATIONFL FLOORFRPFT FIRE RETARDANT TREATEDFTG FOOTINGFUR FURRINGGA GAUGEGAL GALLONGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGL GLASSGN GENERAL NOTEGYP BD GYPSUM BOARDHDW HARDWAREHM HOLLOW METALHT HEIGHTHVAC HEATING, VENTILATION, AIR CONDITIONINGINT INTERIORINSUL INSULATIONINV INVERTJT JOINTLAV LAVATORYMANUF MANUFACTURERMC MECHANICAL CONTRACTORMH MANHOLEMECH MECHANICALMIN MINIMUMMO MASONRY OPENINGMTD MOUNTEDMTL METAL

NIC NOT IN CONTRACTNTS NOT TO SCALE

O/C ON CENTEROH OVERHANGOHD OVERHEADOPNG OPENINGPART PARTITIONPC PLUMBING CONTRACTORPGB PAINTED GYPSUM BOARDPGBRPL PLATEP PAINTEDREF REFRIGERATORREINF REINFORCE / REINFORCINGREQD REQUIREDRM ROOMRO ROUGH OPENINGRSW RAIL & STILE WOODSCHED SCHEDULESF SQUARE FEETSIM SIMILARSPECS SPECIFICATIONSSS STAINLESS STEELSTD STANDARDSTL STEELSTRUCT STRUCTURE / STRUCTURALSUSP SUSPENDEDTC TOP CURBTF TRANSPARENT FINISHTG TOP GRATETEMP TEMPEREDTHK THICKTJ TOP OF JOISTTOM TOP OF MASONRYTOP TOP OF PLATETOS TOP OF SLABTOW TOP OF WALLTYP TYPICALT/S TOP OF STEELTS TUBE STEELUNO UNLESS OTHERWISE NOTEDVAR VARIESVERT VERTICALVIF VERIFY IN FIELDWD WOODWDW WINDOWWSC WOOD SOLID COREWWF WELDED WIRE FABRICW/ WITH

BOS BOTTOM OF STEEL

FIBERGLASS REINFORCED POLYESTER

PAINTED GYPSUM BOARD WITH REVEAL

ARCHITECTURALBUILDING CODE ANALYSIS, LEGENDS,

DRAWING INDEX:

SYMBOLS & ABBREVIATIONSBC1.1

TITLE SHEET

SITE PLANASP1.1FLOOR PLANA1.1ALTERNATE BID #1 AND #2A1.1AEXTERIOR ELEVATIONSA2.1BUILDING SECTIONS & DETAILSA2.2

REFLECTED CEILING PLANA5.1DOOR SCHEDULE & DETAILSA8.1

STRUCTURAL

PLUMBING

MECHANICAL

ELECTRICAL

FOUNDATION PLANS1.1ROOF FRAMING PLANS1.2FOUNDATION DETAILSS2.1

GENERAL STRUCTURAL NOTES,STRUCTURAL DESIGN CRITERIA AND SCHEDULES

S4.1FRAMING DETAILSS3.1

WALL SECTIONS & DETAILSA3.1

PLUMBING PLAN (BASE BID)P1.1PLUMBING PLAN (ALTERNATE BID #1)P1.1APLUMBING DETAILS, WASTE RISERP2.1

MECHANICAL PLANM1.1MECHANICAL NOTES, LEGEND,SCHEDULES & DETAILS

M2.1

ELECTRICAL PLAN BASE BIDE1.1

LIGHTING PLAN BASE BIDE1.2

NOTES, LEGEND, SCHEDULES

E1.3ELECTRICAL PLAN ALT. BID #1

E1.4 LIGHTING PLAN ALT. BIDSE2.1

PANEL SCHEDULESE2.2

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TOTAL OCCUPANT LOAD = 228

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175

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1

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/ 15 GSF 15 GSF15 GSF

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=212 212

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175

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1

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35"

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BUSINESS

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768 SF / 50 GSF / 50 GSF/ 50 GSF 50 GSF50 GSF

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=16 16

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175

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1

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175

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4

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340

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2

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175

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4

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35"

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35"

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35"

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35"

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35"

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35"

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68"

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ASSEMBLY

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TOWN OF FARMVILLE

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MB 23 PG 2

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RANDY GILLIAN

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DB 2722 PG 816

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N11°42'01"E

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266.42'

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CONTROL MONUMENT NGS STATION RAILROAD N= 673698.03 sFT E=2419279.07 sFT NAD 83 (2001) CF: 0.99989177 ELEVATION= 86.27 NGVD 29

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0.88± ACRES

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(BY COORDINATES)

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JAN. CL.

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65 SF

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KITCHEN

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391 SF

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STORAGE

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80 SF

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OPEN-AIR

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CATERING

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175

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175

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2

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1

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1/16" = 1'-0"

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LIFE SAFETY PLAN

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A15

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SCALE: 1/16" = 1'-0"

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8'

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16'

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0

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32'

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NRCS COMMUNITY PAVILION PHASE 1

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FARMVILLE, NC

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LIFE SAFETY PLAN (WITH ALTERNATE BID #1 AND #2)

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1/16" = 1'-0"

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MCZ

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JKF

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6-1-2021

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2021-03

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BC1.1

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SD

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DENOTES CHANGE IN FINISHED

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DOOR ASSEMBLY DESIGNATION

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DOOR GROUP NO.

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FLOOR MATERIAL

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DOOR NO.

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HARDWARE SET NO.

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ELEVATION REFERENCE

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REFERENCE NO.

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DRAWING NO.

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EXPOSED 1/2" PLYWOOD

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PLY

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HGT

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CLG

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XXX

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X'-X"

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SPRINKLER HEAD CEILING

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SMOKE DETECTOR

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CEILING MATERIAL

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ROOM NAME

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101

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FIN. CLG. HEIGHT AFF.

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ROOM NO.

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BASE MATERIAL/FINISH

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FLOOR MATERIAL/FINISH

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EXPOSED CONCRETE, SEALED

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EC

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A

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B

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C

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ROOM NAME

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101

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WALL FINISH

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EXPOSED STRUCTURE

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EXP

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FIBER-REINFORCED PLASTIC

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FRP

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NONE

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A4.1

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A2

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A3

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A4

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A1

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1

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1

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100

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A3.1

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A1

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GENERAL NOTE REFERENCE NUMBERS DESIGNATE DEMOLITION. LETTERS DESIGNATE CONSTRUCTION.

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1

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A

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PARTITION TYPE

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(SEE DRAWING A7.1)

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4X

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DOT DENOTES SIDE

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W/SPECIAL FINISH

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EXIT SIGN

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SIGN FACE

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DIRECTION ARROW IF NEEDED

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DIRECT/INDIRECT PENDENT MOUNTED LIGHT FIXTURE (SEE ELECTRICAL DRAWINGS FOR SIZE AND TYPE)

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DATUM ABOVE FIN. FLOOR CEILING MATERIAL (SEE LEGEND)

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DOWNLIGHT FIXTURE

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EXHAUST AIR GRILLE

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SUPPLY AIR DIFFUSER

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INDIRECT LAY-IN LIGHT FIXTURE (SEE ELECTRICAL DRAWINGS FOR SIZE AND TYPE)

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H

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HEAT DETECTOR

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CO

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CARBON MONOXIDE DETECTOR

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H

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HORN STROBE

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UH

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UNIT HEATER

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EXIT SIGNS

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YYY

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XX

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EXIT OCCUPANCY LOAD

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EXIT CAPACITY

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# OCCUPANTS IN SPACE

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Z

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LIFE SAFETY LEGEND

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PATH OF TRAVEL DISTANCE

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71"

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HCA

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P

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INDICATES CLEAR DOOR WIDTH.

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HCA = HANDICAP ACCESSIBLE

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P = PANIC DEVICE.

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EXPOSED 1/2" PLYWOOD

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PLY

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PAINTED CEMENT BOARD

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PCB

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TOWN OF FARMVILLE

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MB 23 PG 2

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ADA PHILLIPS

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DB 334 PG 375

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JAMES T. BARNES

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DB 3584 PG 265

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JAMES T. BARNES

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DB 3584 PG 265

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GEORGE GAY

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DB 1031 PG 755

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JOE L. BURNEY

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MB 24 PG 156

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JOE L. BURNEY

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MB 24 PG 156

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ISAAC BENNETT SR. HEIRS

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DB 96 PG 346

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RANDY GILLIAN

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DB 2722 PG 816

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WOODED AREA

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60" PECAN

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18" PECAN

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18" PECAN

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30" PECAN

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12" PECAN

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36" TREE

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50" PECAN

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18" MAPLE

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36" MAPLE

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30" OAK

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24" PECAN

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36" STUMP

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30" OAK

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RIM DI = 82.38' INV W = 80.08' INV E = 80.00'

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RIM DI = 81.98' INV W = 79.90' INV N = 79.88' INV SE = 80.82'

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RIM CB = 83.21' INV E = 81.06' FULL OF DIRT

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DI RIM = 84.03' INV S = 79.78' INV N = 79.76'

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RIM MH = 83.04' INV NE = 70.46'

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413.88' 12" PVC SAN SEWER

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RIM MH = 83.90' INV SW = 69.10'

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12" PVC SAN SEWER

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CLOTHES LINE

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34"EIP FWG

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1EIR 2"BG

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34"EIP 2"BG

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34"EIP 2"BG

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34"EIP FWG

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34"EIP FWG

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1"EIP 3"BG

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12"EIR 2"BG

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1 "EIP 12"EIP 12"AG

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34"EIP 3"BG

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34"EIP 2"BG

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C/O

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C/O

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C/O

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C/O

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C/O

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C/O

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EXISTING SANITARY SEWER SERVICE

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18" RCP

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18" RCP

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18" RCP

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8" PVC

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15" RCP

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S79°02'45"E

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1532.96'

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N11°42'01"E

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266.42'

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CONTROL MONUMENT NGS STATION RAILROAD N= 673698.03 sFT E=2419279.07 sFT NAD 83 (2001) CF: 0.99989177 ELEVATION= 86.27 NGVD 29

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CONTROL MONUMENT NGS STATION PARKER N= 673989.33 sFT E=2417774.04 sFT NAD 83 (2001)

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36" PINE

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36" PINE

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0.88± ACRES

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(BY COORDINATES)

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WALNUT STREET (28' B/B)

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84

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85

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85

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85

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84

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84

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85.25

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CO

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CO

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CO

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CO

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F.F.=85.50=85.50

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4" PVC SEWER AT 1/4" PER FT.

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EXIST. 12" AT 0.3286%

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NEW INV. +/- 70.15

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CO INV. 79.06

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CO INV. 82.50

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8' SETBACK

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8' SETBACK

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8' SETBACK

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85.00

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85.50

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85.25

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85.00

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85.50

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84.50

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84.50

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85.50

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EXIST. 18" INV. 79.83

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NEW DRIVE 3" ASPHALT ON 8" ABC STONE.

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NEW 30' CHAIN LINK GATE TO MATCH EXISTING FENCE.

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SAWCUT AND REMOVE EXISTING CURB AND GUTTER FOR NEW DRIVE.

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REMOVE SECTION OF EXISTING FENCE.

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SILT FENCE

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INLET PROTECTION

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INLET PROTECTION

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NEW OPEN -AIR PAVILION

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85.25

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1" PVC WATER LINE

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SEE PLUMBING DRAWINGS FOR CONTINUATION.

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COORDINATE WITH TOWN OF FARMVILLE FOR SEWER AND WATER CONNECTIONS. PAY ALL TAP FEES, IF ANY.

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WATER SHUT-OFF VALVE. SEE PLUMBING DRAWINGS.

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A15

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SCALE: 1" = 20'-0"

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10'

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20'

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0

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40'

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FARMVILLE, NC

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ARCHITECTURAL SITE PLAN

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1" = 20'-0"

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MCZ

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JKF

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6-1-2021

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2021-03

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ASP1.1

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1" = 20'-0"

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SITE PLAN

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1. STRIP ALL TOPSOIL TO 4"-6" AND STOCKPILE STRIP ALL TOPSOIL TO 4"-6" AND STOCKPILE OR REMOVE FROM SITE. 2. PROVIDE COMPACTED SAND FILL TO WITHIN PROVIDE COMPACTED SAND FILL TO WITHIN 4" OF SLAB OR FOOTINGS. 3. PROVIDE 4" POROUS FILL (STRUCTURAL PROVIDE 4" POROUS FILL (STRUCTURAL SAND OR #57 STONE) 4. FINE GRADE ALL AREAS TO GRADES SHOWN FINE GRADE ALL AREAS TO GRADES SHOWN & PROVIDE 2"-3" TOPSOIL. 5. FINE GRADE, SEED, & STRAW ALL DISTURBED FINE GRADE, SEED, & STRAW ALL DISTURBED AREAS WITH BERMUDA MIX.

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A2.1

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A15

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A2.1

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E8

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A2.1

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J15

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A2.1

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E15

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033000.K

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033000.K

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033000.K

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A2.2

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E8

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A2.2

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J15

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A2.2

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E15

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A2.2

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A15

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033000.K

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033000.K

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033000.K

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033000.K

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4" CONCRETE SLAB ON GRADE

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2X4 WOOD STUDS AT 16" O.C. WITH R-15 BATT INSULATION

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ELECTRIC WATER COOLER

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2X4 WOOD STUDS AT 16" O.C. WITH R-15 BATT INSULATION

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SEMI-RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE. MOUNT BOTTOM OF PAPER TOWEL DISPENSER 48" A.F.F. (TYP. FOR 4)

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TOILET TISSUE DISPENSER (TYP. FOR 4)

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54"X42" S.S. GRAB BAR (TYP. FOR 4)

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ROOF OVERHANG (TYP.)

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NEW ASPHALT DRIVE. SEE SITE PLAN.

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6X6 WOOD COLUMNS, STAINED. (BASE BID)BASE BID))

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16" VERT. GRAB-BAR (TYP. FOR 4)

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ELECTRIC METER & PANEL. SEE ELECTRICAL DRAWINGS.

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UNIT HEATER. SEE MECHANICAL DRAWINGS. (TYP. FOR 4)

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033000.K

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-

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CONTROL JOINT

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1/4" = 1'-0"

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FLOOR PLAN

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A15

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SCALE: 1/4" = 1'-0"

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2'

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4'

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0

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8'

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FARMVILLE, NC

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FLOOR PLAN (BASE BID)

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1/4" = 1'-0"

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MCZ

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JKF

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6-1-2021

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2021-03

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A1.1

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PHASE 1

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1.WALL CONSTRUCTION TO BE 2X6 WOOD WALL CONSTRUCTION TO BE 2X6 WOOD STUDS AT 16" O.C. WITH R-19 UNFACED BATT INSULATION (AT EXTERIOR WALLS) U.N.O.

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11 12 13 14 15

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B

C

D

E

F

G

H

J

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KEY PLAN

GENERAL NOTES


DRAWING TITLE

DRAWN

CHECKED

PROJECT NO.

DRAWING NO

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14 15


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4

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3

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2

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1

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5

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6

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7

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F.F. DATUM EL. (0-'0")

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TOP BEAM (TRUSS BEARING) (10'-0")

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TOP BEAM (8'-10 7/8")

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AutoCAD SHX Text


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TOP BEAM (8'-10 7/8")

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5/4X4 CEMENT BOARD CASING

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S.S. COILING COUNTER DOOR

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5/4X4 CEMENT BOARD CASING (TYP.)

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PAINTED H.M. DOOR (TYP.)

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PAINTED H.M. FRAME (TYP.)

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* SEE A2.1 FOR REMAINDER OF NOTES

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PAINTED 5/4X12 CEMENT BOARD

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PAINTED 8" CEMENT BOARD LAP SIDING (7" EXPOSURE) (TYP.)

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PAINTED CEMENT BOARD SHAKES (TYP.)

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ALT. BID #2 PAINTED CEMENT BOARD COLUMN WRAPS. (TYP. ALL EXPOSED COLUMNS). ALL EXPOSED COLUMNS).

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4

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3

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2

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1

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5

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6

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7

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TOP BEAM (8'-10 7/8")

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TOP BEAM (8'-10 7/8")

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PAINTED H.M. DOOR

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PAINTED H.M. FRAME

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ALT. BID #2 PAINTED CEMENT BOARD COLUMN WRAPS. (TYP. ALL EXPOSED COLUMNS). ALL EXPOSED COLUMNS).

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F

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E

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D

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C

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B

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A

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A10

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A10

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TOP BEAM (8'-10 7/8")

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TOP BEAM (8'-10 7/8")

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PAINTED H.M. DOORS

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PAINTED H.M. FRAME

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ALT. BID #2 PAINTED CEMENT BOARD COLUMN WRAPS. (TYP. ALL EXPOSED ALL EXPOSED COLUMNS).

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ALT. BID #2 PAINTED CEMENT BOARD COLUMN WRAPS. (TYP. ALL EXPOSED ALL EXPOSED COLUMNS).

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F.F. dDATUM dDATUM EL. (0'-0")

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8'-10 1/4" OR

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2X4

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1X4, CEMENT BOARD, PAINTED

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1X4 CEMENT BOARD, PAINTED

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2X4

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14 ROUND. PAINTED

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1X CEMENT BOARDS, PAINTED

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2X4

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2X4 (CUT TO FIT)

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2X4 (CUT TO FIT)

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WOOD BEAM

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1X TAPERED CEMENT BOARDS, PAINTED

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X

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7'-10 1/8"

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CONCRETE FLOOR SLAB

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CONCRETE FOOTER (SEE STRUCTURAL DRAWINGS)

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10'-0" OR

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8'-10 7/8"

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(TOP OF COLUMN)

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(TOP OF BEAM)

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WOOD TRUSS

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1X8 CEMENT BOARD, PAINTED

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10

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4

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-

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A1.1A

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A8

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A1.1A

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J8

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A1.1A

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E8

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A1.1A

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A8

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THE WALLS IN ALT. BID #1 ARE ARE 1/2" PLYWOOD ON THESE WALLS IN LIEU OF EXTERIOR SIDING NOTED IN BASE BID.

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ALT. BID #2 PAINTED CEMENT BOARD COLUMN WRAPS. SEE DETAIL THIS SHEET. (TYP. FOR 25)

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A10

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ALL KITCHEN EQUIPMENT & FIXTURES (N.I.C.)

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033000.K

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033000.K

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033000.K

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033000.K

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033000.K

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SIM. TO OPP. HAND

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ALT. BID #1 4" CONC. SIDEWALK

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THE WALLS IN ALT. BID #1 ARE ARE 1/2" PLYWOOD ON THESE WALLS IN LIEU OF EXTERIOR SIDING NOTED IN BASE BID.

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033000.K

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-

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CONTROL JOINT

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FARMVILLE, NC

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ALTERNATE BID #1 AND #2

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AS NOTED

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BTP

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JKF

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6-1-2021

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2021-03

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A1.1A

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E8

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1/4" = 1'-0"

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ELEVATION

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A8

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J8

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1 1/2" = 1'-0"

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COLUMN SECTION

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A10

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ALT. BID #1

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ALT. BID #2

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1/4" = 1'-0"

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FLOOR PLAN

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A15

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SCALE: 1/4" = 1'-0"

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2'

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4'

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0

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8'

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ALT. BID #1 & #2

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ALT. BID #1 & #2

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ALT. BID #1 & #2

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1/4" = 1'-0"

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ELEVATION

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1/4" = 1'-0"

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ELEVATION

IEN

GRLLE,N.C

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K.

JOHN

SAKRAF

V E

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AC H

NORTROLI

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A

B

C

1 2 3

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E

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G

H

4 5 6 7 8 9 10

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L

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3 4 5 6 7 8 9 10

11 12 13

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SCALE

NOSEAL

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KEY PLAN

GENERAL NOTES


DRAWING TITLE

DRAWN

CHECKED

PROJECT NO.

DRAWING NO

J K FARCHITECTURE


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A2.2

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E8

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A2.2

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J15

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A2.2

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E15

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J

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K

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G

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F

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E

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D

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C

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B

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A

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H

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F.F. DATUM EL. 0'-0"

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TOP BEAM (8'-10 7/8")

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ASPHALT SHINGLES

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RIDGE VENT

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AutoCAD SHX Text


AutoCAD SHX Text

PAINTED CEMENT BOARD TRIM (TYP.)

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CLEAR STAINED 6X6 WOOD COLUMN (TYP.)

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PAINTED 5/16" CEMENT BOARD (TYP.)

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PAINTED 1X4 CEMENT BOARD BATTENS (TYP.)

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ELECTRIC WATER COOLER

AutoCAD SHX Text


AutoCAD SHX Text

PAINTED 5/4X6 CEMENT BOARD CORNER BOARD (TYP.)

AutoCAD SHX Text


AutoCAD SHX Text

4

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3

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2

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1

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5

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6

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7

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A2.2

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A15

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TOP BEAM (8'-10 7/8")

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AutoCAD SHX Text

TOP BEAM (8'-10 7/8")

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AutoCAD SHX Text


AutoCAD SHX Text

PAINTED 5/4X4 CEMENT BOARD CASING (TYP.)

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PAINTED H.M. DOORS (TYP.)

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PAINTED H.M. FRAME (TYP.)

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AutoCAD SHX Text


AutoCAD SHX Text


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PAINTED 1X6 CEMENT BOARD TRIM (TYP.)

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PAINTED 5/4X4 CEMENT BOARD TRIM (TYP.)

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PAINTED 1X4 CEMENT BOARD BATTEN (TYP.)

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AutoCAD SHX Text


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PAINTED 5/16 CEMENT BOARD (TYP.)

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4

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3

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2

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1

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5

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6

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7

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A2.2

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A15

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TOP BEAM (8'-10 7/8")

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AutoCAD SHX Text

TOP BEAM (8'-10 7/8")

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PAINTED 1X4 CEMENT BOARD BATTEN (TYP.)

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PAINTED 5/16 CEMENT BOARD (TYP.)

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ROOF JACK. SEE MECHANICAL DRAWINGS

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AutoCAD SHX Text

A2.2

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E8

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A2.2

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J15

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A2.2

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E15

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J

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K

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G

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F

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E

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D

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C

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B

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A

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H

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TOP BEAM (8'-10 7/8")

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AutoCAD SHX Text

ASPHALT SHINGLES

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RIDGE VENT

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

PAINTED 5/16" CEMENT BOARD (TYP.)

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PAINTED 1X4 CEMENT BOARD BATTENS (TYP.)

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ROOF JACK. SEE MECHANICAL DRAWINGS

AutoCAD SHX Text


AutoCAD SHX Text

FARMVILLE, NC

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EXTERIOR ELEVATIONS

AutoCAD SHX Text

1/4" = 1'-0"

AutoCAD SHX Text

MCZ

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JKF

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6-1-2021

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2021-03

AutoCAD SHX Text

A2.1

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1/4" = 1'-0"

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ELEVATION

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A15

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1/4" = 1'-0"

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

E15

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1/4" = 1'-0"

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

E8

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1/4" = 1'-0"

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ELEVATION

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J15

IEN

GRLLE,N.C

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K.

JOHN

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5922

AC H

NORTROLI

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3 4 5 6 7 8 9 10

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DATE

SCALE

NOSEAL

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KEY PLAN

GENERAL NOTES


DRAWING TITLE

DRAWN

CHECKED

PROJECT NO.

DRAWING NO

J K FARCHITECTURE


21

14 15


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4

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3

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2

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1

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5

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6

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7

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5

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PAVILLION

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OPEN-AIR

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5

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PAVILLION

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OPEN-AIR

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AutoCAD SHX Text

A3.1

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A9

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SCISSOR TRUSS (REQUIRED BRACING MEMBERS NOT SHOWN)

AutoCAD SHX Text

4" POROUS FILL

AutoCAD SHX Text

24" OF 2" RIGID INSULATION

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3/4" T&G APA PLYWOOD SHEATHING

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SELF-ADHERED UNDERLAYMENT

AutoCAD SHX Text

ASPHALT SHINGLES

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4" CONCRETE SLAB

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VAPOR BARRIER

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AutoCAD SHX Text

WOOD BEAM BEYOND

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WOOD COLUMN BEYOND

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4

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3

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2

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1

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5

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6

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7

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5

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PAVILLION

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OPEN-AIR

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5

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PAVILLION

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OPEN-AIR

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A3.1

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E15

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AutoCAD SHX Text


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SCISSOR TRUSS (REQUIRED BRACING MEMBERS NOT SHOWN)

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AutoCAD SHX Text


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ASPHALT SHINGLES

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4" POROUS FILL

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4" CONCRETE SLAB

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COMPACTED FILL

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VAPOR BARRIER

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4

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3

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2

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1

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5

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6

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7

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5

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PAVILLION

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OPEN-AIR

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5

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PAVILLION

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OPEN-AIR

AutoCAD SHX Text

4

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MEN

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4

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MEN

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3

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MEN

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3

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MEN

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2

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WOMEN

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2

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WOMEN

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1

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WOMEN

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1

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WOMEN

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TOP BEAM (8-'10 7/8")

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CLEAR STAINED 6X6 WOOD COLUMN

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ASPHALT SHINGLES

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4" POROUS FILL

AutoCAD SHX Text

4" CONCRETE SLAB

AutoCAD SHX Text


AutoCAD SHX Text

BLANKET INSULATION R-38

AutoCAD SHX Text

A3.1

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J15

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AutoCAD SHX Text

TOP BEAM (8-'10 7/8")

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

FULL TRUSS (REQUIRED BRACING MEMBER NOT SHOWN)

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1" RIGID INSULATION (R-6 MIN.), WITH BUILDING WRAP & PAINTED CEMENT BOARD SIDING.

AutoCAD SHX Text

2X6 WD. STUDS AT 16" O.C. W/ 1/2" PLYWOOD BOTH SIDES

AutoCAD SHX Text


AutoCAD SHX Text

VAPOR BARRIER

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54"X42" PEENED S.S. GRAB BAR

AutoCAD SHX Text

S.S. TOILET TISSUE DISPENSER

AutoCAD SHX Text

18" PEENED S.S. GRAB BAR

AutoCAD SHX Text

1/8" FRP WALL PANELS (TYP.)

AutoCAD SHX Text

FRP PANEL SEAM (TYP.)

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UNIT HEATER. SEE MECHANICAL DRAWINGS.

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J

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K

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G

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F

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E

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D

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C

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B

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A

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H

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5

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PAVILLION

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OPEN-AIR

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5

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PAVILLION

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OPEN-AIR

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1

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WOMEN

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1

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WOMEN

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5

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PAVILLION

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OPEN-AIR

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5

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PAVILLION

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OPEN-AIR

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AutoCAD SHX Text

A3.1

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A15

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A3.1

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A3

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AutoCAD SHX Text

TOP BEAM (8-'10 7/8")

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AutoCAD SHX Text


AutoCAD SHX Text

DOUBLE END WALL TRUSS

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SCISSOR TRUSS AT 24" O.C.

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SCISSOR TRUSS AT 24" O.C.

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DOUBLE END WALL TRUSS

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FULL TRUSS AT 24" O.C.

AutoCAD SHX Text

FULL TRUSS AT 24" O.C.

AutoCAD SHX Text

TO REFLECTIVE SURFACE

AutoCAD SHX Text

4" POROUS FILL

AutoCAD SHX Text

4" CONCRETE SLAB

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CONCRETE COLUMN FOOTER. SEE STRUCTURAL DRAWINGS.

AutoCAD SHX Text

VAPOR BARRIER

AutoCAD SHX Text

1/8" FRP WALL PANELS (TYP.)

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FRP PANEL SEAM (TYP.)

AutoCAD SHX Text


AutoCAD SHX Text

WOOD BEAM BEYOND

AutoCAD SHX Text

ASPHALT SHINGLES

AutoCAD SHX Text

PIPE VENT. SEE PLUMBING DRAWINGS.

AutoCAD SHX Text

SELF ADHERING UNDERLAYMENT

AutoCAD SHX Text

PLYWOOD SHEATHING

AutoCAD SHX Text

PIPE VENT FLASHING

AutoCAD SHX Text

WOOD TRUSS

AutoCAD SHX Text


AutoCAD SHX Text

FARMVILLE, NC

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BUILDING SECTIONS, DETAILS

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AS NOTED

AutoCAD SHX Text

MCZ

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JKF

AutoCAD SHX Text

6-1-2021

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2021-03

AutoCAD SHX Text

A2.2

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A15

AutoCAD SHX Text

E15

AutoCAD SHX Text

1/4" = 1'-0"

AutoCAD SHX Text

BUILDING SECTION

AutoCAD SHX Text

J15

AutoCAD SHX Text

1/4" = 1'-0"

AutoCAD SHX Text

BUILDING SECTION

AutoCAD SHX Text

1/4" = 1'-0"

AutoCAD SHX Text

BUILDING SECTION

AutoCAD SHX Text

E8

AutoCAD SHX Text

1/4" = 1'-0"

AutoCAD SHX Text

BUILDING SECTION

AutoCAD SHX Text

J5

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3" = 1'-0"

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V.T.R. DETAIL

IEN

GRLLE,N.C

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K.

JOHN

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AC H

NORTROLI

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DERE

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IHCRA

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B

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1 2 3

D

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4 5 6 7 8 9 10

J

K

L

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3 4 5 6 7 8 9 10

11 12 13

DATE

SCALE

NOSEAL

11 12 13 14 15

A

B

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D

E

F

G

H

J

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DATEREVISION

KEY PLAN

GENERAL NOTES


DRAWING TITLE

DRAWN

CHECKED

PROJECT NO.

DRAWING NO

J K FARCHITECTURE


21

14 15


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K

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2X6 CONTINUOUS.

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5/4 X 8 CEMENT BOARD TRIM, PAINTED.

AutoCAD SHX Text

METAL DRIP EDGE.

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3/4" T&G APA PLYWOOD SHEATHING.

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SELF-ADHERED UNDERLAYMENT.

AutoCAD SHX Text

ASPHALT SHINGLES.

AutoCAD SHX Text

2X6 OUTLOOKER.

AutoCAD SHX Text

1/2" PLYWOOD SHEATHING.

AutoCAD SHX Text

BUILDING WRAP.

AutoCAD SHX Text

5/16" CEMENT BOARD, PAINTED.

AutoCAD SHX Text


AutoCAD SHX Text

SCISSOR TRUSS AT 24" O.C. (BRACING MEMBERS NOT SHOWN).

AutoCAD SHX Text

DOUBLE END WALL TRUSS.

AutoCAD SHX Text

TOP BEAM (TRUSS BEARING) (10-'0")

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WOOD BEAM (SEE STRUCTURAL DRAWINGS).

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AutoCAD SHX Text

6

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12

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5

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AutoCAD SHX Text


AutoCAD SHX Text


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ASPHALT SHINGLES.

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2X6 TRUSS TOP CHORD EXTENSION.

AutoCAD SHX Text

(2) 2X6 CONTINUOUS.

AutoCAD SHX Text


AutoCAD SHX Text

METAL DRIP EDGE.

AutoCAD SHX Text


AutoCAD SHX Text

BUILDING WRAP.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SCISSOR TRUSS AT 24" O.C. (BRACING MEMBERS NOT SHOWN)

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* SEE DETAIL J9 FOR ALTERNATE BID #3 NOTES

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AutoCAD SHX Text

C

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TOP BEAM (8-'10 7/8")

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

BUILDING WRAP.

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1" RIGID INSULATION.

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AutoCAD SHX Text

5/4 X 4 CEMENT BOARD CASING, PAINTED.

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CEMENT BOARD SHAKES, PAINTED.

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R-19 UNFACED BATT INSULATION.

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1/8" FRP PANELS.

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2X6 AT 16" O.C.

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PAINTED HM FRAME.

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PAINTED HM DOOR.

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4" CONCRETE SLAB.

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VAPOR BARRIER.

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ALUMINUM THRESHOLD. PEMKO #2005 OR EQUAL.

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1X4 CEMENT BOARD BATTENS, PAINTED.

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6

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ASPHALT SHINGLES.

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TRUSS AT 24" O.C. (BRACING MEMBERS NOT SHOWN).

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2X6 AT 16" O.C.

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BUILDING WRAP.

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CEMENT BOARD SHAKES, PAINTED.

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1/2" PLYWOOD.

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1/8" FRP PANELS.

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12

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5

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TOP BEAM (8-'10 7/8")

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7

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6

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ASPHALT SHINGLES.

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SCISSOR TRUSS AT 24" O.C. (BRACING MEMBERS NOT SHOWN).

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BUILDING WRAP.

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(2) 2X6 CONTINUOUS.

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METAL DRIP EDGE.

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12

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5

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6

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12

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5

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BUILDING WRAP

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BUILDING WRAP.

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1X4 CEMENT BOARD BATTENS, PAINTED

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1X CEMENT BOARD TRIM, PAINTED.

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* SEE DETAIL A9 FOR BASE BID NOTES

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FARMVILLE, NC

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WALL SECTIONS & DETAILS

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1 1/2" = 1'-0"

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MCZ

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JKF

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6-1-2021

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2021-03

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A3.1

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A15

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1 1/2" = 1'-0"

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DETAIL

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A9

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1 1/2" = 1'-0"

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DETAIL

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E15

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1 1/2" = 1'-0"

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DETAIL

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J15

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1 1/2" = 1'-0"

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DETAIL

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A3

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1 1/2" = 1'-0"

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SECTION

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J9

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1 1/2" = 1'-0"

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ALTERNATE BID #3 DETAIL

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1.ALL DETAILS BASE BID U.N.O.ALL DETAILS BASE BID U.N.O.BASE BID U.N.O. U.N.O.

IEN

GRLLE,N.C

.

K.

JOHN

SAKRAF

V E

5922

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NORTROLI

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ALT. BID #5 NEW SURFACE MOUNTED EXTERIOR LIGHT FIXTURE (TYP. FOR 30).

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ALT. BID #3

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ALT. BID #4

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ALT. BID #4

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ALT. BID #4

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ALT. BID #3 PAINTED CEMENT BOARD CEILING & 1X4 BATTENS.

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ALT. BID #4 PAINTED CEMENT BOARD CEILING & 1X4 BATTENS.

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ALT. BID #1 EXIT LIGHTS (TYP. FOR 2).

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ALT. BID #1 NEW SURFACE MOUNTED LINEAR LIGHT FIXTURE (TYP. FOR 7).

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REMOVABLE CEMENT BOARD PANEL ACCESS HATCH (TYP. FOR 2)

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NEW WALL MOUNTED LIGHT FIXTURE. TOP AT 8'-0" A.F.F. (TYP.)

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EXHAUST GRILLE (TYP.) SEE MECHANICAL DRAWINGS.

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PAINTED CEMENT BOARD CEILING & 1X4 BATTENS (TYP.)

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1/8" = 1'-0"

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REFLECTED CEILING PLAN

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A15

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SCALE: 1/8" = 1'-0"

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4'

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8'

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0

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16'

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FARMVILLE, NC

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1/8" = 1'-0"

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BTP

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JKF

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6-1-2021

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2021-03

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A5.1

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1/8" = 1'-0"

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A8

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ALT. BID

ROOM #

INSERTINSERT

GREENVILLE, NC252-355-1068

STRUCTURAL ENGINEER:RPA ENGINEERING, PA

GREENVILLE, NC 27834252-321-6027

PME ENGINEER:COMPANY NAME

CITY, STATEPHONE NUMBER

GENERAL CONTRACTOR:

102 REGENCY BLVD., SUITE A1

FUTURE SITE OF THEFARMVILLE NRCSCOMMUNITY PAVILION

ATLANTEC ENGINEERS, PA3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612919-571-1111

RENDERINGFROM

ARCHITECT

J K FARCHITECTURE

IEN

GRLLE,N.C

.

K.

JOHN

SAKRAF

V E

5922

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SIZE (W X H)DOOR OPENING

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PANIC DEVICE OR LOCKSET (TYP.)

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ELECTRICAL OUTLET

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LIGHT SWITCH

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FIRE-ALARM PULL STATION

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T-STAT

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WALL MOUNTED SIGN

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CARD READER BY OWNER

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COMMUNICATION/ TV OUTLET

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FIRE-ALARM AUDIBLE/VISUAL DEVICE

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C

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L

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F.F. DATUM

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* USE ONLY THOSE MOUNTING HEIGHTS APPLICABLE.

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F1

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F2

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(TYP.)

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(TYP.)

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F3

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2 " LETTERS 12" LETTERS (BLACK)

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LOGO; BACKGROUND PMS450; LETTERS; WHITE

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1" LETTERS BLACK (TYP)

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34" LETTERS BLACK (TYP)

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BACKGROUND WHITE (TYP)

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4"X4" PRESSURE TREATED POST PAINTED BLACK. EMBED INTO GROUND 48"

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4"X4" SOLID PMS180 (TYP AT CORNERS)

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12" THICK LINE PMS180

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18" THICK LINE THICK LINE PMS180

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34" GRADE B-B MEDIUM DENSITY OVERLAID EXTERIOR PLYWOOD. PROVIDE BOARD W. GRAPHICS ON BOTH SIDES OF FRAMING.

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PAINT SIDES PMS180 (TYP)

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LOGO SHADOW ORANGE

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A

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AA

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3 EQ. PANELS

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B

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A8.1

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F10

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18" STAINLESS STEEL COUNTERTOP

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3" STAINLESS STEEL APRON

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2X6 WOOD STUD W/ 1/2" PLYWOOD BOTH SIDES

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1" RIGID INSULATION (R-6 MIN.) WITH BUILDING WRAP & PAINTED CEMENT BOARD SIDING

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5/4X4 CEMENT BOARD CASING, PAINTED.

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F.F. DATUM

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OVERHEAD COILING DOOR, METAL HOUSING

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STAINLESS STEEL OVERHEAD COILING COUNTER DOOR & TRACK

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A10

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H.M. DOOR, PAINTED.

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H.M. FRAME, PAINTED.

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2X6 WOOD STUDS AT 16" O.C.

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BUILDING WRAP.

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CEMENT BOARD LAP SIDING OR SHAKES, PAINTED.

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SEALANT

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SEALANT

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FRP WALL PANEL AT TOILETS.

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FRP TRIM AT TOILETS

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F.F.

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DOOR AS SCHEDULED

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CONCRETE FLOOR SLAB.

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ALUM. THRESHOLD, PEMKO #2005 OR EQUAL.

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H.M. DOOR, PAINTED.

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H.M. FRAME, PAINTED.

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(3) 2X10+1/2" WOOD STUD PACK AT HEAD.

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SEALANT

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BUILDING WRAP.

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CEMENT BOARD LAP SIDING OR SHAKES, PAINTED.

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SEALANT

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SEALANT

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1X4 CEMENT BOARD TRIM, PAINTED.

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STAINLESS STEEL TRACK.

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STAINLESS STEEL COILING COUNTER DOOR.

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STAINLESS STEEL COUNTER BELOW.

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3"X3" PAINTED STEEL ANGLE.

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DOOR SCHEDULES & DETAILS

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AS NOTED

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BTP

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A8.1

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-

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3'-0 X 7'-0"

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A

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1.75"

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P

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HM

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F1

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HM

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P

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1

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2

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3

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A3

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A3

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A3.1

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A3.1

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3/4" = 1'-0"

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TYP. MOUNTING HEIGHT

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F6

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3/4" = 1'-0"

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PROJECT SIGN

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A6

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FARMVILLE, NC

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JKF

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6-1-2021

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2021-03

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(2) 3'-0 X 7'-0"

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AA

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1.75"

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P

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HM

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F2

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HM

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P

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A

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1.75"

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P

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HM

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F1

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HM

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P

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-

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ALT. BID #1

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1 1/2" = 1'-0"

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COILING COUNTER DOOR DETAIL

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F10

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3" = 1'-0"

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JAMB DETAIL

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K3

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A3

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A3

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A3.1

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A3.1

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K6

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-

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K6

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-

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-

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-

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-

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-

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3" = 1'-0"

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TYP. THRESHOLD DETAIL

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F15

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4

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6'-0" X 4'-4"

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B

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1"

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SS

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SS

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F3

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SS

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SS

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STAINLESS STEEL OVERHEAD COILING DOOR

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F10

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F10

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A10

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-

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-

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-

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-

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3'-0 X 7'-0"

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3" = 1'-0"

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HEAD/JAMB DETAIL

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K6

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3" = 1'-0"

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JAMB DETAIL

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A10

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COILING COUNTER DOOR

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ALT. BID #1

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ALT. BID #1

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ALT. BID #1

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K3

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K3

1

A

1

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6S2.1

5S3.1

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B C D E F G H J K

B C D E F G H J K

1/4" = 1'-0"S1.11 FOUNDATION PLAN

6S2.1

5S3.1

6S2.1

5S3.1

6S2.1

5S3.1

6S2.1

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RPA ENGINEERING, P.A.Structural Engineering Solutions

102 Regency Blvd.Suite A1Greenville, NC 27834

Engineering License Certificate No. C-2734

RPA Project No.:

Phone : 252-321-6027Fax : 252-355-2179

2021171


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PROJECT NORTH

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C.J.

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C.J.

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C.J.

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C.J.

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C.J.

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C.J.

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C.J.

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C.J.

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C.J.

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C.J.

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C.J.

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C.J.

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C.J.

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C.J.

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C.J.

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C.J.

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C.J.

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C.J.

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C.J.

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EDGE OF SLAB

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EDGE OF SLAB

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CONCRETE SLAB ON GRADE, SEE NOTE 3.

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6x6 P.T. POST, TYPICAL

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6x6 P.T. POST, TYPICAL

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NO CHAMFER AT EDGE OF SLAB BETWEEN GRIDS G & J ON GRID 2.

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FOUNDATION PLAN LEGEND

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POST FOOTING - SEE SHEET S2.1 FOR SIZE AND REINFORCING

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SLAB ON GRADE CONSTRUCTION OR SAWCUT CONTROL JOINT - SEE DETAILS 2/S2.1 AND 3/S2.1 FOR ADDTIONAL INFORMATION

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C.J.

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DENOTES 'UNLESS NOTED OTHERWISE'

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U.N.O.

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DENOTES TOP OF FOOTING ELEVATION

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(-2'-0")

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FOUNDATION PLAN NOTES: 1. SEE SHEET S4.1 FOR DESIGN CRITERIA, GENERAL SEE SHEET S4.1 FOR DESIGN CRITERIA, GENERAL STRUCTURAL NOTES & SCHEDULES. 2. TOP OF SLAB REFERENCE ELEVATION = 0'-0" UNLESS TOP OF SLAB REFERENCE ELEVATION = 0'-0" UNLESS OTHERWISE NOTED. SEE ARCHITECTURAL DRAWINGS FOR ACTUAL SITE ELEVATIONS. 3. CONCRETE FLOOR SLAB IS 4" THICK WITH 6 x 6 - W CONCRETE FLOOR SLAB IS 4" THICK WITH 6 x 6 - W 2.1 x W 2.1 WELDED WIRE FABRIC, TYPICAL. PROVIDE 10 MIL VAPOR BARRIER AND 4" COMPACTED GRANULAR BASE UNDER SLAB. 4. SEE DETAILS ON SHEET S2.1 FOR FOOTING SIZES AND SEE DETAILS ON SHEET S2.1 FOR FOOTING SIZES AND REINFORCING. 5. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS AND SIZES OF EXTERIOR CONCRETE PADS.

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PHASE I

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FARMVILLE, NC

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MKE

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MSR

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6-1-2021

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2021-03

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AS NOTED

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THIS DRAWING IS THE PROPERTY OF RPA ENGINEERING, P.A. ANY USE, REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF RPA ENGINEERING, P.A. IS STRICTLY PROHIBITED. (COPYRIGHT, RPA ENGINEERING, P.A. 2021)

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SEAL 17348

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E

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N

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G

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I

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N

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E

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E

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R

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M

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A

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R

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K

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S

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T

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A

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T

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E

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N

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R

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O

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Y

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P

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R

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O

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F

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E

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S

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S

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I

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O

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N

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A

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L

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N

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O

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R

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T

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H

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C

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A

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R

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O

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L

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I

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N

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A

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6/2/21

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S1.1

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FOUNDATION PLAN

2S3.1

5S3.1

2S3.1

3S3.1

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4

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6

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2

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4

5

6

7

B C D E F G H J K

B C D E F G H J K

1/4" = 1'-0"S1.21 ROOF FRAMING PLAN

3S3.1

4S3.1

6S3.1

1S3.1

1S3.1

4S3.1

5S3.1

OPP.HAND

6S3.1

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15




RPA Project No.:

Phone : 252-321-6027Fax : 252-355-2179

2021171


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PROJECT NORTH

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2x6 OUTLOOKERS @ 24" O.C.

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DOUBLE ENDWALL TRUSS

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WOOD BEAM, SEE NOTE 5. TYP.

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RIDGE

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RIDGE

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RIDGE

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GABLE END STUD WALL

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SISTER 2x6 TO TRUSS TOP CHORD w/ 2-10d NAILS @ 16" O.C.

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2x6 OUTLOOKERS @ 24" O.C.

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DOUBLE ENDWALL TRUSS

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WOOD BEAM UNDER DOUBLE TRUSS BETWEEN GRIDS 2 & 6, SEE NOTE 5.

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WOOD BEAM UNDER DOUBLE TRUSS, SEE NOTE 5.

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2-2x6

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SIMPSON 'ECCU 5/8 W1 5.5 W2 5.5' COLUMN CAP

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SIMPSON 'CC66' COLUMN CAP, TYP. U.N.O

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SIMPSON 'ECCLL666' COLUMN CAP

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SIMPSON 'ECCLL666' COLUMN CAP

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SIMPSON 'ECCLRL666' COLUMN CAP

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SIMPSON 'A35' FRAMING ANGLES

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2-2x6

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[+10'-0"]

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[+10'-10 "]78"]

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[+10'-10 "]78"]

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[+10'-0"]

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[+10'-0"]

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[+10'-0"]

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SIMPSON 'A35' FRAMING ANGLE

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2-2x6

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SIMPSON 'A35' FRAMING ANGLES

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SIMPSON 'A35' FRAMING ANGLE EACH SIDE

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1-2x6

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ROOF FRAMING PLAN NOTES: 1. SEE SHEET S4.1 FOR DESIGN CRITERIA, SEE SHEET S4.1 FOR DESIGN CRITERIA, GENERAL STRUCTURAL NOTES AND SCHEDULES. 2. COORDINATE ROOF OPENINGS WITH MECHANICAL COORDINATE ROOF OPENINGS WITH MECHANICAL AND PLUMBING DRAWINGS. 3. BEARING ELEVATIONS ARE REFERENCED FROM BEARING ELEVATIONS ARE REFERENCED FROM FINISHED FLOOR REFERENCE ELEVATION 0'-0". SEE ARCHITECTURAL DRAWINGS FOR ACTUAL FINISHED FLOOR ELEVATION. 4. [+X'-X"] DENOTES TRUSS BEARING REFERENCE [+X'-X"] DENOTES TRUSS BEARING REFERENCE ELEVATION. 5. BEAMS ARE 3-2x12s WITH " PLYWOOD BEAMS ARE 3-2x12s WITH " PLYWOOD 12" PLYWOOD BETWEEN EACH 2x12. 6. TOP OF END WALL TRUSSES SHALL BE UNDER TOP OF END WALL TRUSSES SHALL BE UNDER 2x6 OUTLOOKER FRAMING.

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PHASE I

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ROOF FRAMING PLAN

3/4" = 1'-0"S2.11 SECTION - TYP. SLAB ON GRADE 3/4" = 1'-0"S2.1

2 SECTION - TYP. CONTROL JOINT

3/4" = 1'-0"S2.13 SECTION - TYP. CONSTRUCTION JOINT

3/4" = 1'-0"S2.14 DETAIL - TYP. REINF. @ SLAB CORNERS

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2021171


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4" COMPACTED GRANULAR FILL

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SUBGRADE

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REINF. CHAIR, TYP.

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VAPOR BARRIER, SEE PLAN

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CONC. SLAB-ON-GRADE w/ W.W.F. (WELDED WIRE FABRIC) - SEE PLAN

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NOTES: 1. 'T' = SLAB THICKNESS, SEE PLAN. 'T' = SLAB THICKNESS, SEE PLAN. 2. LAP W.W.F. ONE FULL MESH LAP W.W.F. ONE FULL MESH PANEL & TIE SECURELY.

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4" COMPACTED GRANULAR FILL

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SUBGRADE

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REINF. CONC. S.O.G. - SEE PLAN

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NOTES: 1. THIS TYPE OF CONTROL JOINT THIS TYPE OF CONTROL JOINT SHALL BE USED WHERE SHOWN. USE A CONSTRUCTION JOINT AT ENDS OF POUR. 2. SEE 1/S2.1 FOR OTHER TYPICAL SEE 1/S2.1 FOR OTHER TYPICAL SLAB INFORMATION.

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CONT. SAWCUT JOINT - " WIDE x (T/4)" 316" WIDE x (T/4)" DEEP CUT - FILL JOINT w/ SEALANT

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34" x 1'-3" LONG SMOOTHDOWEL BAR @ 24" O.C. - LUBRICATE ONE END TO PREVENT BOND & CENTER IN JOINT

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REINF. CONT. S.O.G. - SEE PLAN

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NOTES: 1. USE AT ENDS OF POUR AT USE AT ENDS OF POUR AT CONTROL JOINT LOCATIONS SHOWN ON PLAN. 2. SEE 1/S2.1 FOR ADDITIONAL SEE 1/S2.1 FOR ADDITIONAL TYPICAL SLAB INFORMATION.

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TYP.

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BUTT JOINT FORMED w/ HEADER

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TYP.

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(2) #4 x 2'-6", CENTERED IN SLAB

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RE-ENTRANT CORNER

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RE-ENTRANT CORNER

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4"

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4"

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P.T. 6x6 POST

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24" CONCRETEFOOTING

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34" CHAMFER

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SLAB ON GRADE, SEE 1/S2.1

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4'-0"

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4'-0"

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SLAB ON GRADE, SEE 1/S2.1

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#4 BAR CONT.

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#4 REBAR @ 24" O.C.

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GRADE

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FOUNDATION DETAILS

3/4" = 1'-0"S3.12 GABLE END WALL

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2021171


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FINISH, SEE ARCH.

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WALL SHEATHING

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SISTER 2x6 TO TOP CHORD w/ 2-10d NAILS @ 16" O.C.

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2x BLOCKING BETWEEN OUTLOOKERS

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SIMPSON 'H2.5A' AT EACH OUTLOOKER

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2x6 OUTLOOKERS, SEE PLAN

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PLATE

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LINE

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ROOF SHEATHING

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2'-6"

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2'-6"

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BRACE END WALL TRUSSES PER TRUSS MFR.

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2x6 PLATE

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BEAM, SEE PLAN

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58" GALV. BOLTS

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6x6 P.T. POST

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58" GALV. BOLTS

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2x6 PLATE

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2x6 PLATE

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3-2x12 w/ " PLYWOOD 12" PLYWOOD BETWEEN PLYS

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NOTE: SIMILAR AT END OF BEAM AND CORNER CONNECTIONS. SEE PLAN FOR SIMPSON COLUMN CAP TYPE.

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PRE-ENGINEERED WOOD TRUSSES, SEE PLAN

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ROOF SHEATHING

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WALL SHEATHING

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BEARING EL. SEE PLAN

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2'-6"

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2'-6"

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NOTE: SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPES.

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2x6 PLATE

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NOTCH SHEATHING AROUND TOP CHORD

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TRUSS TOP CHORD EXTENSION

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NOTE: OPTION TO OMIT TOP CHORCD EXTENSION AND REPLACE WITH 2X6 LAPPED OVER TRUSS 24", MINIMUM. ATTACH WITH 4 PAIRS OF 10d NAILS.

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ROOF SHEATHING

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BEAM, SEE PLAN

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WALL SHEATHING

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2'-6"

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TRUSS TOP CHORD EXTENSION

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BEAM, SEE PLAN

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2x6 PLATE

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NOTE: OPTION TO OMIT TOP CHORCD EXTENSION AND REPLACE WITH 2X6 LAPPED OVER TRUSS 24", MINIMUM. ATTACH WITH 4 PAIRS OF 10d NAILS.

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SIMPSON 'H10A' AT EACH TRUSS

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ROOF SHEATHING

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BEAM, SEE PLAN

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WALL SHEATHING

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2'-6"

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2x6 SISTERED TO TRUSS TOP CHORD w/ 10d NAILS @ 16" O.C.

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BEAM, SEE PLAN

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2x6 PLATE

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SIMPSON 'A35'

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2-2x6

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SIMPSON 'H10A-2'

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ROOF SHEATHING

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BEAM, SEE PLAN

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WALL SHEATHING

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2'-6"

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2'-6"

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1 OR 2 - 2x6, SEE PLAN

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PHASE I

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GENERAL STRUCTURAL NOTES: 1. GENERAL NOTES GENERAL NOTES 1.1. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 1.2. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS OR OPENINGS NOT HEREIN INDICATED. 1.3. COORDINATE THESE DRAWINGS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. COORDINATE THESE DRAWINGS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. 1.4. VERIFY ALL FLOOR AND ROOF OPENING SIZES AND LOCATIONS, EQUIPMENT PAD SIZES AND LOCATIONS, ANCHOR BOLT VERIFY ALL FLOOR AND ROOF OPENING SIZES AND LOCATIONS, EQUIPMENT PAD SIZES AND LOCATIONS, ANCHOR BOLT LAYOUTS, ETC., WITH EQUIPMENT SELECTED. 1.5. VERIFY BUILDING LOCATION AND ORIENTATION WITH ARCHITECT AND LOT SETBACK REQUIREMENTS BEFORE ANY VERIFY BUILDING LOCATION AND ORIENTATION WITH ARCHITECT AND LOT SETBACK REQUIREMENTS BEFORE ANY CONSTRUCTION IS STARTED ON THE PROJECT. 1.6. CONTRACTOR SHALL VERIFY ALL EXISTING CONSTRUCTION DIMENSIONS WHICH IMPACT NEW CONSTRUCTION PRIOR TO CONTRACTOR SHALL VERIFY ALL EXISTING CONSTRUCTION DIMENSIONS WHICH IMPACT NEW CONSTRUCTION PRIOR TO FABRICATING ANY REBAR, STEEL, TRUSSES, ETCETERA. 1.7. DO NOT CUT, NOTCH, OR OTHERWISE MODIFY ANY STRUCTURAL MEMBERS UNLESS SPECIFICALLY INDICATED ON THE DO NOT CUT, NOTCH, OR OTHERWISE MODIFY ANY STRUCTURAL MEMBERS UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS WITHOUT APPROVAL OF THE ENGINEER OF RECORD. 1.8. CUTTING OF STEEL MEMBERS AND INSTALLATION OF HOLES IN STEEL MEMBERS SHALL BE DONE BY CUTTING OR DRILLING. CUTTING OF STEEL MEMBERS AND INSTALLATION OF HOLES IN STEEL MEMBERS SHALL BE DONE BY CUTTING OR DRILLING. DO NOT USE TORCHES FOR CUTTING UNLESS APPROVED BY THE ENGINEER OF RECORD. 1.9. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL SHORING REQUIRED TO SUPPORT NEW AND EXISTING CONTRACTOR IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL SHORING REQUIRED TO SUPPORT NEW AND EXISTING STRUCTURAL ELEMENTS. 2. FOUNDATION FOUNDATION 2.1. ALL FOOTINGS SHALL BE ON UNDISTURBED SOIL OR 98% COMPACTED FILL PER ASTM D698. ALL FOOTINGS SHALL BE ON UNDISTURBED SOIL OR 98% COMPACTED FILL PER ASTM D698. 2.2. NO FOOTINGS OR SLABS SHALL BE POURED INTO OR AGAINST SUBGRADE CONTAINING FREE WATER, FROST, ICE OR LOOSE NO FOOTINGS OR SLABS SHALL BE POURED INTO OR AGAINST SUBGRADE CONTAINING FREE WATER, FROST, ICE OR LOOSE MATERIAL. 2.3. EXCAVATIONS FOR FOOTINGS SHALL HAVE THE SIDES AND BOTTOMS TEMPORARILY LINED WITH 6 MIL. POLYETHYLENE IF EXCAVATIONS FOR FOOTINGS SHALL HAVE THE SIDES AND BOTTOMS TEMPORARILY LINED WITH 6 MIL. POLYETHYLENE IF PLACEMENT OF CONCRETE DOES NOT OCCUR WITHIN 24 HRS OF THE EXCAVATION OF THE FOOTING. 2.4. ADVERSE FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION SUCH AS SOFT SOILS, ORGANIC MATTER, ETC., SHALL BE ADVERSE FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION SUCH AS SOFT SOILS, ORGANIC MATTER, ETC., SHALL BE REPORTED TO THE ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. 2.5. IF UNDERMINING OF FOOTINGS OCCURS, FILL VOIDS WITH LEAN CONCRETE MIX. DO NOT ATTEMPT TO REPLACE AND IF UNDERMINING OF FOOTINGS OCCURS, FILL VOIDS WITH LEAN CONCRETE MIX. DO NOT ATTEMPT TO REPLACE AND RECOMPACT SOIL. 3. CONCRETE CONCRETE 3.1. ALL PLACED CONCRETE, SHALL HAVE NORMAL WEIGHT COARSE AGGREGATES, AND SHALL HAVE A MINIMUM COMPRESSIVE ALL PLACED CONCRETE, SHALL HAVE NORMAL WEIGHT COARSE AGGREGATES, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) AT 28 DAYS AS SHOWN ON THE CONCRETE MATERIALS SCHEDULE. 3.2. GROUT FOR BASE PLATES SHALL BE NON-METTALIC, NON-SHRINKABLE GROUT, AND SHALL HAVE A MINIMUM SPECIFIED GROUT FOR BASE PLATES SHALL BE NON-METTALIC, NON-SHRINKABLE GROUT, AND SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH, AT 28 DAYS, OF 5000 PSI. 3.3. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. 3.4. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH " x 45 DEGREE CHAMFER, UNLESS OTHERWISE NOTED. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH " x 45 DEGREE CHAMFER, UNLESS OTHERWISE NOTED. 34" x 45 DEGREE CHAMFER, UNLESS OTHERWISE NOTED. 3.5. HORIZONTAL FOOTING AND HORIZONTAL WALL REINFORCING SHALL BE CONTINUOUS, AND SHALL HAVE 90 DEGREE BENDS HORIZONTAL FOOTING AND HORIZONTAL WALL REINFORCING SHALL BE CONTINUOUS, AND SHALL HAVE 90 DEGREE BENDS AND EXTENSIONS, OR CORNER BARS OF EQUIVALENT SIZE LAPPED, WITH A CLASS B TENSION SPLICE, AT CORNERS AND INTERSECTIONS. TOP BAR CRITERIA SHALL APPLY IF 12" OR MORE OF FRESH CONCRETE IS PLACED BELOW BAR. 3.6. SEE ARCHITECTURAL DRAWINGS FOR ALL WATERPROOFING / DAMPPROOFING DETAILS. SEE ARCHITECTURAL DRAWINGS FOR ALL WATERPROOFING / DAMPPROOFING DETAILS. 3.7. ALL DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 3.8. SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF FLOOR FINISHES. SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF FLOOR FINISHES. 3.9. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL WALL / SLAB OPENINGS NOT SHOWN ON THE SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL WALL / SLAB OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 3.10. ALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. ALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. 3.11. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 3.12. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH THE ACI DETAILING MANUAL. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH THE ACI DETAILING MANUAL. 3.13. IN-PLACE REINFORCING STEEL, SHALL BE REVIEWED BY THE ENGINEER PRIOR TO PLACEMENT OF CONCRETE. IN-PLACE REINFORCING STEEL, SHALL BE REVIEWED BY THE ENGINEER PRIOR TO PLACEMENT OF CONCRETE. 3.14. AT CORNERS AND INTERSECTIONS, PROVIDE BARS OF THE SAME NUMBER AND SIZE AS THE LONGITUDINAL BARS IN THE AT CORNERS AND INTERSECTIONS, PROVIDE BARS OF THE SAME NUMBER AND SIZE AS THE LONGITUDINAL BARS IN THE FOOTING. 3.15. CONCRETE MATERIALS SHALL BE AS FOLLOWS: CONCRETE MATERIALS SHALL BE AS FOLLOWS: USE TYPE I/II PORTLAND CEMENT CONFORMING TO ASTM C150 AGGREGATE SHALL CONFORM TO ASTM C33 (FINE AND COURSE AGGREGATES) AIR ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260 PLASTICIZER CAN BE USED TO IMPROVE WORKABILITY IF REQUIRED 3.16. CONCRETE MIX DESIGN: CONCRETE MIX DESIGN: MAXIMUM WATER/CEMENT RATIO - 0.50 FOR SLAB, 0.55 FOR FOOTINGS AND OTHER CONCRETE UNLESS OTHERWIISE NOTED. SLUMP: 4 INCHES TO 6 INCHES (WITHOUT PLASTICIZER) AIR ENTRAINMENT: 4% TO 6% (EXTERIOR CONCRETE) 3.17. CONCRETE SLAB SHALL BE CURED USING A WATER-BASED CURING COMPOUND. CURING COMPOUND SHALL BE APPLIED TO CONCRETE SLAB SHALL BE CURED USING A WATER-BASED CURING COMPOUND. CURING COMPOUND SHALL BE APPLIED TO ALL HORIZONTAL SURFACES. ONCE THE SURFACE WATER DISSIPATES AND THE SURFACE IS NOT MARRED BY WALKING, APPLY PER MANUFACTURER'S SPECIFICATIONS. 3.18. CONDUCT SLUMP, AIR, AND STRENGTH TESTS OF CONCRETE IN ACCORDANCE WITH THE FOLLOWING PROCEDURES: CONDUCT SLUMP, AIR, AND STRENGTH TESTS OF CONCRETE IN ACCORDANCE WITH THE FOLLOWING PROCEDURES: 3.19. SECURE SAMPLES IN ACCORDANCE WITH "METHOD OF SAMPLING FRESH CONCRETE" (ASTM C 172). MOLD AND CURE FIVE SECURE SAMPLES IN ACCORDANCE WITH "METHOD OF SAMPLING FRESH CONCRETE" (ASTM C 172). MOLD AND CURE FIVE SPECIMENS FROM EACH SAMPLE IN ACCORDANCE WITH " METHOD OF MAKING AND CURING CONCRETE COMPRESSION AND FLEXURE SPECIMENS IN THE FIELD" (ASTM C 31). FIVE SPECIMENS COMPRISE ONE TEST. TEST TWO SPECIMENS AT 7 DAYS (ASTM C 39). TEST TWO SPECIMENS AT 28 DAYS IN ACCORDANCE WITH "METHOD OF TEST FOR COMPRESSIVE STRENGTH OF MOLDED CONCRETE CYLINDERS" (ASTM C 39). TEST EVALUATION SHALL BE CONDUCTED IN ACCORDANCE WITH PROVISIONS OF ACI 318-05. KEEP ONE SPECIMEN IN RESERVE. 3.20. MAKE ONE STRENGTH TEST FOR EACH 100 CUBIC YARDS OR FRACTION THEREOF FOR EACH MIX DESIGN OF CONCRETE MAKE ONE STRENGTH TEST FOR EACH 100 CUBIC YARDS OR FRACTION THEREOF FOR EACH MIX DESIGN OF CONCRETE PLACED IN ONE DAY, EXCEPT THAT IN NO CASE SHALL A GIVEN MIX DESIGN BE REPRESENTED BY LESS THAN THREE TESTS. 4. WOOD FRAMING WOOD FRAMING 4.1. ALL STRUCTURAL WOOD MEMBERS SHALL BE No. 2 SOUTHERN YELLOW PINE, 19% MAXIMUM MOISTURE CONTENT, UNLESS ALL STRUCTURAL WOOD MEMBERS SHALL BE No. 2 SOUTHERN YELLOW PINE, 19% MAXIMUM MOISTURE CONTENT, UNLESS OTHERWISE NOTED. INTERIOR NON BEARING PARTITIONS MAY BE No. 2 SPRUCE (SPF). 4.2. ALL WOOD FRAMING, DIRECTLY EXPOSED TO WEATHER, OR IN DIRECT CONTACT WITH MASONRY, SOIL OR CONCRETE, SHALL ALL WOOD FRAMING, DIRECTLY EXPOSED TO WEATHER, OR IN DIRECT CONTACT WITH MASONRY, SOIL OR CONCRETE, SHALL BE PRESSURE TREATED, UNLESS OTHERWISE NOTED. 4.3. ALL LVLs, DIRECTLY EXPOSED TO WEATHER, OR IN DIRECT CONTACT WITH MASONRY, SOIL OR CONCRETE, SHALL BE ALL LVLs, DIRECTLY EXPOSED TO WEATHER, OR IN DIRECT CONTACT WITH MASONRY, SOIL OR CONCRETE, SHALL BE EXTERIOR GRADE, UNLESS NOTED OTHERWISE. 4.4. ALL METAL CONNECTORS SHALL BE HOT DIP GALVANIZED. INSTALL ALL CONNECTORS PER THE MANUFACTURER'S ALL METAL CONNECTORS SHALL BE HOT DIP GALVANIZED. INSTALL ALL CONNECTORS PER THE MANUFACTURER'S RECOMMENDATIONS. METAL CONNECTOR DESIGNATIONS INDICATED ON PLANS, ARE FOR 'SIMPSON STRONG-TIE' ANCHORS. ANCHORS FROM OTHER MANUFACTURERS MAY BE USED, PROVIDED THEY HAVE EQUIVALENT STRENGTH. 4.5. ALL NAILED CONNECTIONS SHALL BE IN ACCORDANCE WITH NORTH CAROLINA STATE BUILDING CODE TABLE 2304.9.1, - ALL NAILED CONNECTIONS SHALL BE IN ACCORDANCE WITH NORTH CAROLINA STATE BUILDING CODE TABLE 2304.9.1, - NORTH CAROLINA STATE BUILDING CODE TABLE 2304.9.1, - FASTENING SCHEDULE, UNLESS OTHERWISE NOTED. , UNLESS OTHERWISE NOTED. 4.6. FRAMING CONNECTIONS THAT ARE BOLTED OR SCREWED, SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION FRAMING CONNECTIONS THAT ARE BOLTED OR SCREWED, SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD. THE NATIONAL DESIGN SPECIFICATION FOR WOOD. . 4.7. PROVIDE STUDS AND HEADERS AT ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS AS FOLLOWS, UNLESS OTHERWISE PROVIDE STUDS AND HEADERS AT ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS AS FOLLOWS, UNLESS OTHERWISE NOTED: OPENING WIDTH STUDS HEADER STUDS HEADER HEADER 0'-0" TO 6'-0" 2 KING STUDS, 1 JACK STUD (2) 2 x 10 @ 2 x 4 WALL 2 KING STUDS, 1 JACK STUD (2) 2 x 10 @ 2 x 4 WALL (2) 2 x 10 @ 2 x 4 WALL (3) 2 x 10 @ 2 x 6 WALL 6'-1" TO 8'-0" 2 KING STUDS, 2 JACK STUDS (2) 2 x 10 @ 2 x 4 WALL 2 KING STUDS, 2 JACK STUDS (2) 2 x 10 @ 2 x 4 WALL (2) 2 x 10 @ 2 x 4 WALL (3) 2 x 10 @ 2 x 6 WALL 8'-1" TO 12'-0" 3 KING STUDS, 2 JACK STUDS (2) 2 x 12 @ 2 x 4 WALL 3 KING STUDS, 2 JACK STUDS (2) 2 x 12 @ 2 x 4 WALL (2) 2 x 12 @ 2 x 4 WALL (3) 2 x 12 @ 2 x 6 WALL 5. WOOD DECKING/SHEATHING WOOD DECKING/SHEATHING 5.1. WALL SHEATHING SHALL BE " PLYWOOD, UNLESS OTHERWISE NOTED. ATTACH WALL SHEATHING TO FRAMING WITH 10d WALL SHEATHING SHALL BE " PLYWOOD, UNLESS OTHERWISE NOTED. ATTACH WALL SHEATHING TO FRAMING WITH 10d 1532" PLYWOOD, UNLESS OTHERWISE NOTED. ATTACH WALL SHEATHING TO FRAMING WITH 10d NAILS @ 4" O.C. AT PANEL EDGES AND 12" O.C. AT INTERIOR MEMBERS. PROVIDE SOLID BLOCKING AT PANEL EDGES (48" O.C.). 5.2. ROOF SHEATHING SHALL BE " TONGUE AND GROOVE PLYWOOD, UNLESS OTHERWISE NOTED. ATTACH ROOF SHEATHING ROOF SHEATHING SHALL BE " TONGUE AND GROOVE PLYWOOD, UNLESS OTHERWISE NOTED. ATTACH ROOF SHEATHING 2332" TONGUE AND GROOVE PLYWOOD, UNLESS OTHERWISE NOTED. ATTACH ROOF SHEATHING , UNLESS OTHERWISE NOTED. ATTACH ROOF SHEATHING TO FRAMING WITH 8d NAILS @ 4" O.C. AT PANEL EDGES AND 12" O.C. AT INTERIOR MEMBERS. PROVIDE SOLID BLOCKING AT PANEL EDGES (48" O.C.). 6. PRE-ENGINEERED WOOD TRUSSES PRE-ENGINEERED WOOD TRUSSES 6.1. PRE-ENGINEERED TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED, IN ACCORDANCE WITH TRUSS PLATE INSTITUTE PRE-ENGINEERED TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED, IN ACCORDANCE WITH TRUSS PLATE INSTITUTE (T.P.I.) SPECIFICATIONS. 6.2. PRE-ENGINEERED TRUSS MANUFACTURER SHALL DESIGN ALL TEMPORARY AND PERMANENT TRUSS BRACING, AND CLEARLY PRE-ENGINEERED TRUSS MANUFACTURER SHALL DESIGN ALL TEMPORARY AND PERMANENT TRUSS BRACING, AND CLEARLY INDICATE ALL BRACING SIZES AND LOCATIONS ON THE SHOP DRAWINGS. 6.3. TRUSS HANGERS: AT EACH TRUSS END THAT DOES NOT HAVE A STANDARD BEARING CONNECTION, PROVIDE AN TRUSS HANGERS: AT EACH TRUSS END THAT DOES NOT HAVE A STANDARD BEARING CONNECTION, PROVIDE AN ENGINEERED CONNECTION THAT IS CAPABLE OF SUPPORTING THE REQUIRED REACTION. 6.4. COORDINATE TRUSS PROFILES AND OVERHANG DIMENSIONS WITH ARCHITECTURAL DRAWINGS. COORDINATE TRUSS PROFILES AND OVERHANG DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 6.5. HURRICANE ANCHORS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER UNLESS OTHERWISE NOTED. ENGINEER OF HURRICANE ANCHORS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER UNLESS OTHERWISE NOTED. ENGINEER OF RECORD CAN SPECIFY ANCHORS IF LOADING INFORMATION IS PROVIDED BY TRUSS MANUFACTURER. ALL TRUSS TO TRUSS CONNECTORS SHALL BE SPECIFIED BY TRUSS MANUFACTURER. 6.6. THE CONTRACTOR SHALL SUBMIT TRUSS SHOP AND LAYOUT DRAWINGS FOR APPROVAL, PRIOR TO THE FABRICATION OF THE THE CONTRACTOR SHALL SUBMIT TRUSS SHOP AND LAYOUT DRAWINGS FOR APPROVAL, PRIOR TO THE FABRICATION OF THE TRUSSES. ALL TRUSS DRAWINGS SHALL BE SEALED BY A NORTH CAROLINA PROFESSIONAL ENGINEER. 6.7. ALL PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT THE DEAD AND LIVE LOADS INDICATED AS ALL PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT THE DEAD AND LIVE LOADS INDICATED AS FOLLOWS: UNIFORM LOADS: ROOF TRUSSES FLOOR TRUSSES ROOF TRUSSES FLOOR TRUSSES FLOOR TRUSSES TOP CHORD LIVE LOAD 20 PSF 40 PSF 20 PSF 40 PSF 40 PSF TOP CHORD DEAD LOAD 10 PSF 10 PSF 10 PSF 10 PSF 10 PSF BOTTOM CHORD DEAD LOAD 10 PSF 10 PSF10 PSF 10 PSF10 PSF

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STRUCTURAL DESIGN CRITERIA: 1. DESIGN LOADS: DESIGN LOADS: 1.1. ROOF DEAD LOAD MAX MIN (FOR UPLIFT) ROOF DEAD LOAD MAX MIN (FOR UPLIFT) MAX MIN (FOR UPLIFT) MIN (FOR UPLIFT) ROOF MEMBRANE & INSULATION 4 PSF 2 PSF 4 PSF 2 PSF 2 PSF SHEATHING 3 PSF 2 PSF 3 PSF 2 PSF 2 PSF ROOF FRAMING 5 PSF 3 PSF 5 PSF 3 PSF 3 PSF PIPING, DUCT, ETC. 8 PSF 0 PSF 8 PSF 0 PSF 0 PSF 20 PSF 7 PSF 7 PSF 1.2. LIVE LOADS LIVE LOADS ROOF LIVE LOAD - ALL AREAS GREATER OF 20 PSF MINIMUM OR SNOW LOAD 1ST FLOOR LIVE LOAD ______ 100 PSF 1.3. SNOW LOAD SNOW LOAD GROUND SNOW LOAD = 10 PSF (PITT COUNTY) SNOW LOAD IMPORTANCE FACTOR: I = 1.0 SNOW EXPOSURE FACTOR = 1.0 SNOW THERMAL FACTOR = 1.0 ROOF SNOW LOAD = 7 PSF BASIC DESIGN ROOF SNOW LOAD = 7.0 PSF 1.4. WIND LOAD WIND LOAD BASIC WIND SPEED: Vult = 120 MPH (PITT COUNTY) RISK CATEGORY: I X II III IV I X II III IV I X II III IV X II III IV II III IV III IV III IV III IV II IV IV IV V WIND EXPOSURE CATEGORY: 'B' (ASCE 7-10) WIND BASE SHEAR (FOR MWFRS): Vx = 4K Vy = 6.5K Vx = 4K Vy = 6.5K Vy = 6.5K INTERNAL PRESSURE COEFFICIENT: 0.55 ±0.551.5. SEISMIC LOADS (N.C. STATE BLDG. CODE): SEISMIC LOADS (N.C. STATE BLDG. CODE): SEISMIC IMPORTANCE FACTOR: I = 1.0 RISK CATEGORY: I X II III IV I X II III IV I X II III IV X II III IV II III IV III IV III IV III IV II IV IV IV V COMPLIANCE WITH SECTION 1616.4 ONLY? YES X NO YES X NO YES X NO X NO NO SEISMIC DESIGN CATEGORY: A B X C D A B X C D A B X C D B X C D B X C D X C D C D D D MAPPED SPECTRAL RESPONSE ACCELERATION: Ss 12.9 % g S1 6.5 % g Ss 12.9 % g S1 6.5 % g s 12.9 % g S1 6.5 % g 12.9 % g S1 6.5 % g g S1 6.5 % g S1 6.5 % g 1 6.5 % g 6.5 % g 6.5 % g g SPECTRAL RESPONSE COEFFICIENTS: SDs 13.8 % SD1 10.4 % SDs 13.8 % SD1 10.4 % Ds 13.8 % SD1 10.4 % s 13.8 % SD1 10.4 % 13.8 % SD1 10.4 % SD1 10.4 % D1 10.4 % 1 10.4 % 10.4 % 10.4 % SEISMIC RESPONSE COEFFICIENT: Cs 0.092 Cs 0.092 s 0.092 0.092 RESPONSE MODIFICATION FACTOR, R 1.5 (MOMENT FRAME) 1.5 (MOMENT FRAME) (MOMENT FRAME) SITE CLASSIFICATION: A B C X D E F A B C X D E F A B C X D E F B C X D E F B C X D E F C X D E F C X D E F C X D E F X D E F D E F E F E F F F BASIC STRUCTURAL SYSTEM: BEARING WALL _____ DUAL w/ SPECIAL MOMENT FRAME BEARING WALL _____ DUAL w/ SPECIAL MOMENT FRAME BUILDING FRAME ____ DUAL w/ INTERMEDIATE R/C OR SPECIAL STEEL BUILDING FRAME ____ DUAL w/ INTERMEDIATE R/C OR SPECIAL STEEL X MOMENT FRAME _____ INVERTED PENDULUM MOMENT FRAME _____ INVERTED PENDULUM SEISMIC BASE SHEAR Vx = 4K Vy = 4K Vx = 4K Vy = 4K Vy = 4K ANALYSIS PROCEDURE: SIMPLIFIED X EQUIVALENT LATERAL FORCE MODAL SIMPLIFIED X EQUIVALENT LATERAL FORCE MODAL SIMPLIFIED X EQUIVALENT LATERAL FORCE MODAL X EQUIVALENT LATERAL FORCE MODAL EQUIVALENT LATERAL FORCE MODAL MODAL MODAL ARCHITECTURAL, MECHANICAL COMPONENTS ANCHORED? YES X NO YES X NO YES X NO X NO NO LATERAL DESIGN CONTROL: SEISMIC X WIND SEISMIC X WIND SEISMIC X WIND X WIND WIND 1.6. ALL DESIGN LOADS ARE PER NORTH CAROLINA STATE BUILDING CODE 2018 EDITION. ALL DESIGN LOADS ARE PER NORTH CAROLINA STATE BUILDING CODE 2018 EDITION. 1.7. WIND LOADS CONTROL THE LATERAL LOAD DESIGN. THE BUILDING UTILIZES SHEAR WALLS FOR WIND LOADS CONTROL THE LATERAL LOAD DESIGN. THE BUILDING UTILIZES SHEAR WALLS FOR LATERAL LOAD RESISTANCE. 2. FOUNDATION DESIGN CRITERIA: FOUNDATION DESIGN CRITERIA: 2.1. MINIMUM FOOTING BEARING DEPTH BELOW GRADE IS 12 INCHES. MINIMUM FOOTING BEARING DEPTH BELOW GRADE IS 12 INCHES. 2.2. FOUNDATION DESIGN IS BASED ON A PRESUMPTIVE SOIL BEARING CAPACITY OF 1,500 PSF. FOUNDATION DESIGN IS BASED ON A PRESUMPTIVE SOIL BEARING CAPACITY OF 1,500 PSF. 2.3. CONTRACTOR SHALL FIELD VERIFY THE SOIL BEARING CAPACITY PRIOR TO START OF CONTRACTOR SHALL FIELD VERIFY THE SOIL BEARING CAPACITY PRIOR TO START OF CONSTRUCTION.

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CONCRETE MATERIALS SCHEDULE

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LOCATION

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MINIMUM COMPRESSIVE STRENGTH (AT 28 DAYS)

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REMARKS

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FOUNDATIONS

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3000 PSI

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-

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SLAB ON GRADE

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4000 PSI

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-

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CONCRETE FOR MASONRY CORES, BOND BEAMS

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3000 PSI

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ASTM C476 GROUT

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WALLS

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3000 PSI

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EQUIPMENT PADS

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3000 PSI

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MISCELLANEOUS

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EXPOSED CONCRETE FINISH SCHEDULE

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AREA

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COMMENTS

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EXTERIOR CONCRETE PAVEMENT, SIDEWALKS

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SLAB ON GRADE

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EXT. EQUIP. PADS

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ALL EXTERIOR WALLS, CURBS, UNLESS OTHERWISE NOTED

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EXTERIOR STAIRS

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FINISH

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SMOOTH FORM

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COARSE BROOM

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COARSE BROOM

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COARSE BROOM

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TROWEL

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CONCRETE REBAR SPLICE SCHEDULE

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BAR SIZE

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f'c = 4000 psi

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LAP LENGTH (in.)

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f'a = 3000 psi

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#4

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NOTES: 1. CONCRETE IS NORMAL WEIGHT CONCRETE. IF LIGHTWEIGHT CONCRETE IS CONCRETE IS NORMAL WEIGHT CONCRETE. IF LIGHTWEIGHT CONCRETE IS USED, MULTIPLY LENGTHS IN TABLE BY 1.3. 2. BAR YIELD STRENGTH (fy) IS 60 KSI. BAR YIELD STRENGTH (fy) IS 60 KSI. 3. BAR SPACING AND COVER REQUIREMENTS OF ACI SECTION 25.4.2.2 ARE BAR SPACING AND COVER REQUIREMENTS OF ACI SECTION 25.4.2.2 ARE ASSUMED TO BE MET. IF NOT, MULTIPLY LENGTHS IN TABLE BY 1.5. 4. REDUCTION OF EXCESS REINFORCEMENT NOT TAKEN. REDUCTION OF EXCESS REINFORCEMENT NOT TAKEN. 5. IF MORE THAN 12" OF FRESH CONCRETE IS CAST IN MEMBER BELOW IF MORE THAN 12" OF FRESH CONCRETE IS CAST IN MEMBER BELOW HORIZONTAL SPLICE, MULTIPLY LENGTHS IN TABLE BY 1.3.

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HOOK DEVELOPMENT LENGTH (Ldh)

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HOOK DEVELOPMENT LENGTH (Ldh)

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NOTES: 1. CONCRETE IS NORMAL WEIGHT CONCRETE IS NORMAL WEIGHT CONCRETE. IF LIGHTWEIGHT CONCRETE IS USED, MULTIPLY LENGTHS IN TABLE BY 1.3. 2. BAR YIELD STRENGTH (fy) IS 60 KSI. BAR YIELD STRENGTH (fy) IS 60 KSI. 3. SIDE COVER REQUIREMENTS OF ACI SIDE COVER REQUIREMENTS OF ACI SECTION 25.4.3.2 ARE ASSUMED TO NOT BE MET. 4. TIE OR STIRRUP REQUIREMENTS OF TIE OR STIRRUP REQUIREMENTS OF ACI SECTION 25.4.3.2 ARE ASSUMED TO NOT BE MET. 5. REDUCTION OF EXCESS REDUCTION OF EXCESS REINFORCEMENT IS NOT TAKEN. 6. HOOK DEVELOPMENT LENGTH IS VALID HOOK DEVELOPMENT LENGTH IS VALID FOR 180° HOOKS ALSO.

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STANDARD HOOKS IN TENSION (PER ACI 318-02)

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BAR SIZE

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#3

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HOOK DEVELOPMENT LENGTH Ldh (INCHES)

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d = BAR DIAMETER

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4d - No.3 - No.8

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5d - No.9 - No.11

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6d - No.14 - No.18

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BEND RADIUS (R)

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LAP DISTANCE

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LAP DISTANCE

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LAP DISTANCE

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CONCRETE SURFACE

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PHASE I

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FARMVILLE, NC

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MKE

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MSR

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6-1-2021

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2021-03

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AS NOTED

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SEAL 17348

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6/2/21

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S4.1

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AND SCHEDULES

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