CCCC Permit Set (10-27-17)VICINITY MAPABBREVIATIONSLIST OF DRAWINGSG1.1Cover Sheet 220 Olive Farm DriveSanford, North Carolina 27332MATERIAL LEGENDPROJECT TEAMIDINSULINTIWIWVINSIDE DIAMETERINSULATEINTERIORINDIRECT WASTEINDIRECT WASTE VENTABV ABOVEAC AIR CONDITIONINGACMU ARCHITECTURAL CMUACT ACOUSTICAL TILEADD ADDENDUMADJ ADJACENTADJT ADJUSTABLEAFF ABOVE FINISHED FLOORALT ALTERNATEALUM ALUMINUMAPPROX APPROXIMATEARCH ARCHITECTURALAUTO AUTOMATICBDBOARDBTWN BETWEENBITBITUMINOUSBLK BLOCKBLKG BLOCKINGBOT BOTTOMBRG BEARINGCAB CABINETCIPC CAST IN PLACE CONCRETECJ CONTROL JOINTCL CLEARCLG CEILINGCMUCONCRETE MASONRY UNITCO CASED OPENINGCO CLEAN OUTCOLNCOLUMNCONC CONCRETECPT CARPETCT CERAMIC TILECW CITY WATERDTL DETAILDIM DIMENSIONDISP DISPOSALDO DOOR OPENINGDR DOORDW DRYWALLDWG DRAWINGDWR DRAWERELEC ELECTRICALEMER EMERGENCYEQEQUALEQUIP EQUIPMENTEXST EXISTINGEXT EXTERIORFCFIRE CODEFCO FLOOR CLEAN OUTFDFLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFINFINISHEDFIXTFIXTUREFLFLOORFLRGFLOORINGFLURFLUORESCENTFPFIXED PANELFRTWFIRE RETARDANT TREATED WOODFSFLOOR SINKGAGAGEGLGLASSGALVGALVANIZEDGWBGYPSUM WALL BOARDGYPGYPSUMHDCPHANDICAPPEDHRHOURHTHEIGHTHWHOT WATERHWRHOT WATER RETURNHVACHEATING VENTING & AIR CONDITIONINGJT JOINTPLPLATEPLAMPLASTIC LAMINATEPLASPLASTERPLWDPLYWOODPNLPANELPTDPAPER TOWEL DISPENSERPARTNPARTITIONPTRPAPER TOWEL DISPENSERPVCPOLYVINYL CHLORIDERUBRUBBERRA RETURN AIRREFRIGREFRIGERATORREMOVREMOVABLEREINFREINFORCEDSHTSHEETSIMSIMILARSLSLIDINGSQ SQUARESS STAINLESS STEELSTL STEELSTA STATIONSTDSTANDARDSTRL STRUCTURALSUSP SUSPENDEDTHTHRESHOLDTHKTHICKNESSTOS TOP OF SLABTPDTOILET PAPER DISPENSERTYPTYPICALVINVINYLVCTVINYL COMPOSITE TILEVERTVERTICALVMC VINYL WALL COVERINGWCWATER CLOSETWCO WATER CLOSET CLEAN OUTWDWOODWDWWINDOWWOWINDOW OPENINGLAMLAMINATELAVLAVATORYLTLIGHTMASMASONRYMAXMAXIMUMMECHMECHANICALMTLMETALMINMINIMUMMISC MISCELLANEOUSMOMASONRY OPENINGMOVMOVEABLE(MR) GWBMOISTURE RESISTANT GYPSUM WALL BOARDNICNOT IN CONTRACTNONUMBERNTSNOT TO SCALEOAOVERALLOCON CENTEROFOWNER FURNISHEDOF&IOWNER FURNISHED AND INSTALLEDOF&ICOWNER FURNISHED AND INSTALLED BY CONTRACTOROHOPPOSITE HANDOPNGOPENINGSECTIONSCALEDRAWING SYMBOLSTOILET ACCESSORY TYPEDESIGNATIONWALL TYPE DESIGNATIONDOOR DESIGNATIONGLASS TYPE DESIGNATIONWINDOW DESIGNATIONSHEET WHEREDETAIL IS FOUNDDETAILNUMBERSHEET WHEREDETAIL IS FOUNDELEVATION/DETAILNUMBERSHEET WHERE DETAIL ISFOUNDDETAIL NUMBERDRAWING DESCRIPTIONDRAWING SCALEDRAWING SCALEDRAWING DESCRIPTIONDEMOLITION NOTEDESIGNATIONA111AGENERAL NOTES1.ALL DIMENSIONS ARE TO THE FACE OF FINISH MATERIALUNLESS OTHERWISE NOTED.2.ENLARGED DRAWINGS WILL TAKE PRECEDENCE IF ACONFLICT OCCURS BETWEEN SMALLER AND LARGER SCALEDRAWINGS.3.PROVIDE FIRE RETARDED TREATED WOOD BLOCKING MIN.TREATED 2x6 IN DRYWALL ASSEMBLY TO SUPPORT ALLSURFACE MOUNTED EQUIPMENT.4.ANY PENETRATIONS THRU FIRE-RATED ASSEMBLIES WILL BESEALED WITH U.L. LISTED FIRE STOPPING SYSTEM.5.ALL DOOR SWINGS SHALL BE LOCATED MIN. 18" FROM THEWALL ON THE PULL SIDE OF DOOR.6.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THENORTH CAROLINA STATE BUILDING CODE AND THEREQUIREMENTS OF ALL OTHER AUTHORITIES HAVINGJURISDICTION.7.ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITHTHE RECOMMENDATIONS AND SPECIFICATIONS OF THEPRODUCT MANUFACTURER AND THE RECOMMENDATIONSADOPTED BY THE TRADE ASSOCIATIONS, WHICH EVER ISMORE STRICT.8.ALL STRUCTURAL OPENINGS AROUND AND AFFECTED BYMECHANICAL, ELECTRICAL OR PLUMBING EQUIPMENT SHALLBE VERIFIED FOR EQUIPMENT PURCHASE BEFOREPROCEEDING WITH STRUCTURAL WORK AFFECTED.9.ALL CONTRACTORS ARE TO PROTECT ALL ROOM FINISHESDURING CONSTRUCTION ACTIVITIES. CONTRACTORRESPONSIBLE FOR DAMAGES TO ROOM FINISHES WILLRESTORE DAMAGE AREAS TO THE SATISFACTION OF THEOWNER.10.OWNER TO REMOVE ALL FURNISHINGS AND EQUIPMENTFROM RENOVATED AREAS UNLESS OTHERWISE NOTED.11.ALL PLUMBING, MECHANICAL, ELECTRICAL FIRE PROTECTIONAND ANY OTHER ASPECTS OF WORK NOT SPECIFICALLYIDENTIFIED ON THE ARCHITECTURAL DRAWINGS SHALL BE BYOTHERS, REFER TO DRAWINGS BY OTHERS FOR SPECIFICINFORMATION.12.GENERAL CONTRACTOR WILL REVIEW ALL DEMOLITIONITEMS WITH THE OWNER TO IDENTIFY ANY ITEMSSALVAGEABLE THAT THE OWNER WAS UNABLE TO REMOVEBEFORE THE START OF DEMOLITION.13.COORDINATE UTILITY AND BUILDING SERVICE INTERRUPTIONWITH OWNER. DO NOT DISABLE OR DISRUPT BUILDING FIREOR LIFE SAFETY SYSTEM WITHOUT PRIOR NOTICE TO THEOWNER.14.PROTECT EXISTING EQUIPMENT REMAINING FROM DUST ANDDAMAGE DURING THE RENOVATION ACTIVITIES.A1.12SECTIONSCALESECTIONSCALED A T EPROJECT NUMBERSeptember 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230
G2.1Building Code Summary BUILDING DATA-Existing BUILDING CODE SUMMARY: Auto Restoration Building RenovationsFIRE PROTECTION REQUIREMENTS:Building ElementStructural Frame,including columns,girders, trussesNorthEastSouthWestExteriorBearing WallsInteriorNorthEastSouthWestExteriorInteriorFloor Constructionincluding Supporting Beams and JoistsRoof Constructionincluding Supporting Beams and JoistsShaft Enclosures - StairCorridor SeparationOccupancy SeparationSmoke Barrier SeparationTenant SeparationIncidental Use SeparationLIFE SAFETY SYSTEM REQUIREMENTS:STRUCTURAL DESIGN: Refer to Structural DrawingsDESIGN LOADS:Shaft Enclosures - OtherENERGY SUMMARY:PLUMBING FIXTURE REQUIREMENTSLEAD DESIGN PROFESSIONAL:ALLOWABLE HEIGHT: ALLOWABLE AREA:Non-Bearing Wallsand PartitionsParty/Fire Wall SeparationEXIT WIDTH REQUIREMENTS: Refer to Sheet G3.1 for Occupancy Load InformationGROSS BUILDING AREAEnergy Requirements:SCHEDULE OF SPECIAL INSPECTION SERVICES173.630.30.2N/A34.72N/A16081.620.30.2N/A16.32N/A1601.250.30.20.37539D A T EPROJECT NUMBERSeptember 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230Incidental Use Separation (508.2.5)This separation is not exempt as a Non-Separated Use (See Exceptions)Non-Separated Use (508.3)The required type of construction for the building shall be determined byapplying the height and area limitations for each of the applicableoccupancies to the entire building. The most restrictive type ofconstruction, so determined. shall apply to the entire building.Separated Use (508.4)See below for area calculations.For each story, the area of the occupancy shall be such that the sum ofthe ratios of the actual floor area of each use divided by the allowablefloor area for each use sj\hall not exceed 1.Actual Area of Occupancy AAllowable Area of Occupancy AActual Area of Occupancy BAllowable Area of Occupancy B+= <1LIFE SAFETY PLAN REQUIREMENTS: Refer to Sheet G3.130037521.240.30.24.248N/A32710.25N/A00000000231330221101100023133022NUMBER AND ARRANGEMENT OF EXITS:EXIT REQUIREMENTS:4,0819,4261,062Refer to G3.15050N/ASPECIAL APPROVALSMECHANICAL SUMMARYREFER TO MECHANICAL DRAWINGS FOR INFORMATIONELECTRICAL SUMMARYREFER TO ELECTRICAL DRAWINGS FOR INFORMATION
G3.1Life Safety Plans / Occupancy CalulationsD A T EPROJECT NUMBERSeptember 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230
G4.1Partition TypesD A T EPROJECT NUMBERSeptember 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 22304423
17038
CCCC AUTO RESTORATION
ESPA ARCHITECTS
04/01/2017
PLW
MDR
SITE PLAN C-1
17038base.dwg
alley, williams, carmen & king, inc.
p.o. box 1179740 chapel hill road
burlington, n.c. 27215 336/226-5534
O L I V E F A R M R O A DSR-2 4 3 3
R =9 7 5 .0 6 'N 6 8 °0 7 '4 8 "E
2 6 4 .6 3 'C h d .N2
9
°39'2
6
"W2
8
6
.
0
0'
N 6 0 °1 9 '5 1 "E
1 8 8 .3 2 'S84°13'44"W
463.30'
S 7 2 °1 6 '4 8 "W
3 7 8 .9 1 'C h o r d
R =9 1 5 .0 6 '2 1 .2 3 'S 6 0 °1 8 '4 0 "W
HARNETT COUNTY
Deed Book 3334 Page 574
Plat Book 2009 Page 504
PIN 9577-25-4810
1
TRUSTEES OF CENTRAL CAROLINA
Deed Book 3459 Page 446
Plat Book 2008 Page 1088
PIN 9577-36-1007
2A
COMMUNITY COLLEGE
TRUSTEES OF CENTRAL CAROLINA
Deed Book 1923 Page 953
Plat Book 2003 Page 1173
PIN 9577-26-4583
PARCEL A
COMMUNITY COLLEGE
TRUSTEES OF CENTRAL CAROLINA
Deed Book 1923 Page 953
Plat Book 2003 Page 1173
PIN 9577-26-4583
PARCEL A
COMMUNITY COLLEGE
2'x10' TRUNCATED DOME
SIDEWALK SECTION A-A
NEW 5' WIDE CONCRETE
SIDEWALK (SEE
SIDEWALK SECTION A-A)
NEW 5' WIDE CONCRETE.
WIDEN SIDEWALK WIDTH
TO MATCH EXIST.
SIDEWALK WIDTH (6'+/-)
NEW 5' WIDE CONCRETE SIDEWALK
NEW 5' WIDE CONCRETE
SIDEWALK
0 00
1 00
2 00
3 00
4 00
4 05.20
0001002003004006006
5
5
.
3
6
0 00
1 00
2 00
3 00
4 00
4 05.20
END PROJECT : 5+82 +/-
PROVIDE FILTER FABRIC AND RIP-RAP AT INLET OF
PIPE IN PROPOSED SWALE. L=20' MIN., T=18"
EXISTING RIP-RAP MAY BE REUSED.
PROVIDE WATTLES AT
50' INTERVALS IN NEW
DITCH, TYP.
PROVIDE WATTLES AT
50' INTERVALS IN NEW
DITCH, TYP.
REALIGN SWALE AS NOTED ON
CROSS SECTIONS FROM APPROX.
STA. 1+00 TO STA. 2+90 +/-.
FIELD ADJUST SLOPE AT
TELEPHONE PEDESTALS TO AVOID
IMPACTS TO EXISTING UTILITIES.
STA. 0+78.85 OLIVE FARM ROAD =
STA. 0+00 ACCESS DRIVEACCESSDRIVE
BEGIN PROJECT : 0+43 +/-
2'x5' TRUNCATED DOME
NEW HIGH VISIBILITY CROSSWALK
NCDOT STD. 1205.07
END PROJECT : 4+10 +/-
2'x5' TRUNCATED DOME
2'x5' TRUNCATED DOME MATCH EXISTING GRADES
RELOCATE EXISTING SWALE FROM
STA. 0+30 TO STA. 2+20 +/-.
RECONFIGURE RIP-RAP AT
STA. 2+20 +/- TO PROVIDE
POSITIVE DRAINAGE.
NOTE :
ALL MATERIALS AND WORKMANSHIP SHALL BE
IN ACCORDANCE WITH NCDOT STANDARD
SPECIFICATIONS AND DETAIL DRAWINGS (2012 EDITION)
EXTEND CONCRETE SIDEWALK TO
EDGE OF EXISTING ASPHALT PAVING
FROM STA. 2+35.7 TO STA. 2+55.7
PROVIDE A SAFETY HANDRAIL ALONG TOP OF
EXISTING CONCRETE HEADWALL ADJACENT
TO PROPOSED SIDEWALK.
SEE DETAIL ABOVE.
EP EL. = 293.6
EP EL. = 293.4
2'x5' TRUNCATED DOME
9"3'-3"12"5'-0"
SIDEWALK
"X" - BAR
"Z" - BAR
2'-6"8"
3'-2"
2'-6"
3'-10"
15"-18"
12"-15"
EL.= 285.9+/-
INV.= 282.06
1'-6"2'-8"
# 4 BAR
"Z" - BAR DETAIL
N.T.S.
UNDISTURBED SOIL
RIP-RAP TO MATCH
EXISTING RIP-RAP
PROPOSED CONCRETE ENDWALL
CONCRETE ENDWALL DETAIL
N.T.S.N.T.S.
REMOVE EXISTING FLARED END SECTION. INSTALL 4 L.F.
OF 30" RCP. PROVIDE A CONCRETE ENDWALL (NCDOT STD.
838.01) OR MASONRY ENDWALL (NCDOT STD. 838.11) WITH
AN EXTENDED FOOTING, SEE CONCRETE ENDWALL DETAIL
AT RIGHT.
IN LIEU OF A CAST IN PLACE CONCRETE OR MASONRY
ENDWALL, A PRECAST UNIT MAY BE USED SUBJECT TO
APPROVAL BY NCDOT.
AREA BETWEEN TURN-DOWN FOOTING FOR ENDWALL AND
END OF F.E.S. TO BE STABILIZED WITH RIP-RAP. RIP-RAP
REMOVED TO INSTALL ENDWALL MAY BE USED. RIP-RAP
UPSTREAM OF ENDWALL SHALL BE CONTINUOUS FROM
WEST TO EAST SIDE OF ENDWALL AND BEYOND TO
PROVIDE ADEQUATE PROTECTION FROM UNDERMINING
ENDWALL.
IF GROUND WATER IS PRESENT DURING ENDWALL
INSTALLATION, CONTRACTOR SHALL PROVIDE SANDBAGS
UPSTREAM OF WORK LIMITS AND PROVIDE BY-PASS
PUMPING OPERATIONS. EFFLUENT FROM GROUNDWATER
PUMPING SHALL BE DISCHARGED INTO A SPECIAL STILLING
BASIN (NCDOT STD. 1630.06).
CONCRETE ENDWALL NOTES
1/8" THICK x 2" x 2"STL. CLOSURE PLATETACK WELD
1 1/2" O. D.PIPE RAILING
PIPE SLEEVE
QUICK-SET GROUT
6"6"2"CORE DRILL & INSTALL POSTIN QUICK-SET GROUT.SEE SAFETY HANDRAIL POST
EXISTING CONCRETE 3'-6" MIN.3'-0"SAFETY HANDRAIL DETAIL
SAFETY HANDRAIL POST SLEEVE DETAIL
24"
SLEEVE DETAIL
9"
POST SPACING SHALLBE 5' O.C.
9"
1 1/2" ALUMINUM PIPE RAILING
CLEAR ANODIZED FINISH, TYP.
3/4" SQUARE ALUMINUM
PICKETS @ 4' O.C.,
CLEAR ANODIZED FINISH,
TYP.
1 1/2" ALUMINUM PIPE RAILING
CLEAR ANODIZED FINISH, TYP.
N.T.S.
MATCH EXISTING GRADE
EP=281.48
EP=281.78
EP=281.90
EX.=282.36
EX.=282.47
282.00
281.58
281.70
281.76
ADD GRAVEL AS REQUIRED TO MATCH
SIDEWALK GRADE. ADD ADDITIONAL
GRAVEL IF REQUIRED TO PROVIDE
POSITIVE DRAINAGE.
1
3.6
(3) # 4 BARS : L=8'-10'
281.76
281.84
REMOVE EXISTING FLARED END SECTION.
CONSTRUCT CONCRETE COLLAR (NCDOT STD. 840.72)
AND INSTALL 20 L.F. OF 18" RCP AND REINSTALL
THE EXISTING FLARED END SECTION.
NEW FLARED END SECTION INVERT = 278.18
PROPOSED 5' WIDE
CONCRETE SIDEWALK
FIELD ADJUST SIDEWALK
ALIGNMENT TO AVOID
EXIST. CATV BOX
RELOCATE EXIST. STOP SIGN
TO WEST SIDE OF SIDEWALK.
PROVIDE WATTLES AT
50' INTERVALS IN NEW
DITCH, TYP.
NEW 6' WIDE CROSSWALK
(2) 8" WHITE PAVEMENT
MARKING LINES
COMMUNICATION CONDUIT,
LOCATION TO BE DETERMINED
BY OWNER.
COMMUNICATION CONDIUT DETAIL
N.T.S.
REALIGN SWALE AS NOTED ON
CROSS SECTIONS FROM APPROX.
STA. 4+90+/- TO STA. 5+50 +/-.
SILT FENCE, TYP.
F
RECONFIGURE / GRADE RIP-RAP
TO PROVIDE POSITIVE DRAINAGE.
PROPOSED SWALE
GRADE = 1.0%
PROPOSED SWALE
GRADE = 1.0%
SWALE ELEVATION AT
PIPE = 290.5 +/-500F
F
C
C
C
C
C
PROVIDE WATTLE ALONG
PAVEMENT EDGE AND
BEHIND LIGHT POLE.
H/P = 292.0
CCCCNOTES:
1. PAVEMENT MARKING LINES SHALL BE THERMOPLASTIC TYPE, 120 MILS.
2. PROVIDE EXCELSIOR MATTING (NCDOT APPROVED TYPE) IN BOTTOM OF
ALL GRASS LINED SWALES / DITCHES. MINIMUM WIDTH = 8 FT.
3. ALL EXPANSION JOINTS SHALL BE SEALED BY CONTRACTOR IN ACCORDANCE
WITH NCDOT STANDARDS USING APPROVED NCDOT PRODUCTS.
4. TYPICAL CONTRACTION JOINT SPACING SHALL BE 5' x 5' PATTERN.
PROVIDE CONTRACTION JOINTS AT ALL CORNERS (BOTH DIRECTIONS).
5. ALL SIGNS SHALL BE FIELD LOCATED BY THE ENGINEER.
BACKGROUND SHALL BE TYPE III REFLECTIVE SHEETING
UNLESS OTHERWISE INDICATED.
6. SEE NORTH CAROLINA BICYCLE FACILITIES PLANNING AND
DESIGN GUIDELINES, APPLICABLE ROADWAY STANDARD
DRAWINGS, AND MUTCD FOR FURTHER DETAILS AND
INFORMATION.
W11-2 SIGN
W16-9P SIGN
R1-5 SIGN
YIELD SYMBOLS
R1-5 SIGN
YIELD SYMBOLS
W16-9P SIGN
W11-2 AND W16-9P SIGNS TO BE PLACED
W11-2 SIGN
350'FROM EDGE OF HIGH VISIBILITY CROSSWALK
R1-6 SIGN
W16-7PL SIGN
W11-2 SIGN
W16-7PL SIGN
W11-2 SIGN
T:\2017\17038 ESPA Architects-CCCC Auto restoration sw improv Sanford\dwg\17038base.dwg, 9/28/2017 2:34:34 PM, PDF-XChange for AcroPlot Pro, 1:30
-40 -20 0 20 40288 288
292 292
296 296
300 3000+00
293.7293.73-20 0 20 40
288 288
292 292
1+00
291.7291.74-20 0 20 40
284 284
288 288
292 292
1+50
290.8290.78-20 0 20 40
284 284
288 288
292 2922+00
289.8289.78EP 11.90' RT.EL. = 291.44S/W 15.90' RT.EL. = 291.10EP 11.83' RT.EL. = 290.39S/W 15.83' RT.EL. = 290.06
EXISTING PAVEMENT, TYP.
EXISTING PAVEMENT, TYP.
EXISTING PAVEMENT, TYP.EP 11.56' RT.EL. = 290.39S/W 15.56' RT.EL. = 290.09
3:1 6 .8:1
3:1
3:1 6 .6 :1
-20 0 20 40
284 284
288 288
292 2922+50
288.8288.83EP 11.35' RT.EL. = 288.48S/W 15.35' RT.EL. = 288.15
EXISTING PAVEMENT, TYP.
3:1
4 .6 :1
-20 0 20 40
280 280
284 284
288 288
3+00
287.9287.87-20 0 20 40
280 280
284 284
288 288
3+50
287.0286.96EP 11.56' RT.EL. = 287.48S/W 15.56' RT.EL. = 287.15EP 11.63' RT.EL. = 286.55S/W 15.63.EL. = 286.22
EXISTING PAVEMENT, TYP.
EXISTING PAVEMENT, TYP.
3:1
3:1
EXISTING RIP-RAP
PROPOSED CONCRETE SIDEWALK, TYP.
PROPOSED CONCRETE SIDEWALK, TYP.
-40 -20 0 20 40
288 288
292 292
296 2960+50
292.7292.69OUTSIDE EDGESIDEWALK EL. = 292.06EP 18.55' LT.EL. = 292.1519.42' LT.EL. = 292.33
2.0%SLOPE 2.0%SLOPEEP 11.86' RT.EL. = 292.45
EXISTING PAVEMENT, TYP.
3:1OUTSIDE EDGE
-20 0 20 40
280 280
284 284
288 288
3+08.34
287.7287.72EP 11.57' RT.EL. = 287.31S/W 15.57' RT.EL. = 286.98
EXISTING PAVEMENT, TYP.
EXISTING 30" RCP
INV.=282.06F.E.S. 28' RT.
3.6:1
PROPOSED CONCRETE ENDWALL
(SEE PLAN SHEET C-1 FOR DETAIL)
SCALE : VERT. = 5'
HORZ. = 5'T:\2017\17038 ESPA Architects-CCCC Auto restoration sw improv Sanford\dwg\17038base.dwg, 9/28/2017 2:35:36 PM, PDF-XChange for AcroPlot Pro, 1:1
17038
CCCC AUTO RESTORATION
ESPA ARCHITECTS
04/01/2017
PLW
MDR
CROSS SECTIONS C-2
17038base.dwg
alley, williams, carmen & king, inc.
p.o. box 1179740 chapel hill road
burlington, n.c. 27215 336/226-5534
OLIVE FARM ROAD
NOTES:
1. BOTTOM ELEVATION OF RELOCATED SWALE
BETWEEN STA. 1+00 AND STA. 2+90+/- SHALL BE
EQUAL TO EXISTING DITCH OR LOWER (NOT HIGHER).
2. TOP SOIL EXCAVATED FOR SIDEWALK MAY BE
USED FOR BACKFILL 12" BEYOND SIDEWALK
(IN 3:1 OR > SLOPES).
3. SIDEWALK SHALL BE PLACED ON STABLE SUBGRADE
AND COMPLY WITH STANDARD NCDOT PROBBING ROD
REQUIREMENTS.
4. WHERE SUBGRADE DETERMINED TO BE UNSUITABLE,
CONTRACTOR SHALL UNDERCUT A MINIMUM OF 6"
AND PLACE ABC STONE UNDER SIDEWALK.
-20 0 20 40
280 280
284 284
288 288
4+00
286.1286.14EP 11.79' RT.EL. = 285.70S/W 15.79' RT.EL. = 285.37
EXISTING PAVEMENT, TYP.
3:1
-20 0 20 40
280 280
284 284
288 2884+50
285.2285.18-20 0 20 40
280 280
284 284
288 2885+00
284.3284.26-20 0 20 40276276
280 280
284 284
5+50
283.2283.22-20 0 20 40
276 276
280 280
284 284
5+82.11
282.4282.40-20 0 20 40276276
280 280
284 2846+00
281.9281.91EP 11.71' RT.EL. = 284.81S/W 15.71' RT.EL. = 284.48EP 11.60' RT.EL. = 283.98S/W 15.60' RT.EL. = 283.65EP 12.21' RT.EL. = 282.97S/W 16.21' RT.EL. = 282.64EP 12.21' RT.EL. = 282.97S/W 16.21' RT.EL. = 282.64AT EDGE OFEL. = 281.48S/W 37.45' RT.GRAVEL DRIVE
EXISTING PAVEMENT, TYP.
EXISTING PAVEMENT, TYP.
EXISTING PAVEMENT, TYP.
EXISTING PAVEMENT, TYP.
EXISTING PAVEMENT, TYP.
18" RCP = INV. 278.1 +/-
EXISTING ASPHALT DRIVE
LOW POINT 27.5' RT.EL. = 280.72
3:1
4 .1 2 :1
3:1
PROPOSED CONCRETE SIDEWALK, TYP.
PROVIDE SUITABLE BACKFILL PROPERLYCOMPACTED. SUITABLE BACKFILL SHALLHAVE A PLASTICITY INDEX OF 15 OR LESS.
SCALE : VERT. = 5'
HORZ. = 5'T:\2017\17038 ESPA Architects-CCCC Auto restoration sw improv Sanford\dwg\17038base.dwg, 9/28/2017 2:36:03 PM, PDF-XChange for AcroPlot Pro, 1:1
17038
CCCC AUTO RESTORATION
ESPA ARCHITECTS
04/01/2017
MDR
17038base.dwg
alley, williams, carmen & king, inc.
p.o. box 1179740 chapel hill road
burlington, n.c. 27215 336/226-5534
PLW CROSS SECTIONS C-3OLIVE FARM ROAD
NOTES:
1. BOTTOM ELEVATION OF RELOCATED SWALE
BETWEEN STA. 1+00 AND STA. 2+90+/- SHALL BE
EQUAL TO EXISTING DITCH OR LOWER (NOT HIGHER).
2. TOP SOIL EXCAVATED FOR SIDEWALK MAY BE
USED FOR BACKFILL 12" BEYOND SIDEWALK
(IN 3:1 OR > SLOPES).
3. SIDEWALK SHALL BE PLACED ON STABLE SUBGRADE
AND COMPLY WITH STANDARD NCDOT PROBBING ROD
REQUIREMENTS.
4. WHERE SUBGRADE DETERMINED TO BE UNSUITABLE,
CONTRACTOR SHALL UNDERCUT A MINIMUM OF 6"
AND PLACE ABC STONE UNDER SIDEWALK.
2012 ROADWAY ENGLISH STANDARD DRAWINGS
The following Roadway Standards as appear in "Roadway Standard Drawings" Highway
Design Branch - N. C. Department of Transportation - Raleigh, N. C., Dated January, 2012
are applicable to this project and by reference hereby are considered a part of these plans:
STD. NO. TITLE
DIVISION 2 - EARTHWORK
200.02 Method of Clearing - Method II
DIVISION 8 - INCIDENTALS
838.01 Sheet 1 Concrete Endwall
838.01 Sheet 2 Concrete Endwall
838.01 Sheet 3 Concrete Endwall
838.11 Brick Endwall
838.80 Precast Concrete Endwall
840.72 Pipe Collar
848.01 Concrete Sidewalk
848.05 Sheet 3 Curb Ramp
876.02 Guide for Rip Rap at Pipe Outlets
876.03 Sheet 1 Drainage Ditches with Class "A" Rip Rap
DIVISION 9 - SIGNING
901.50 Sheet 1 Arrows and Shields
901.50 Sheet 2 Arrows and Shields
904.10 Orientation of Ground Mounted Signs
904.50 Sheet 1 Mounting of Type "D", "E" and "F" Signs on "U" Channel
904.50 Sheet 2 Mounting of Type "D", "E" and "F" Signs on "U" Channel
DIVISION 11 - WORK ZONE TRAFFIC CONTROL
1101.02 Sheet 1 Temporary Lane Closures
1101.11 Sheet 1 Traffic Control Design Tables
1101.11 Sheet 2 Traffic Control Design Tables
1101.11 Sheet 3 Traffic Control Design Tables
1101.11 Sheet 4 Traffic Control Design Tables
1110.02 Portable Work Zone Signs
1130.01 Drums
1135.01 Cones
1150.01 Flagging Devices
1180.01 Skinny-Drum
DIVISION 12 - PAVEMENT MARKINGS
1205.07 Pavement Markings
DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT
1605.01 Temporary Silt Fence
1630.02 Silt Basin Type B
1630.06 Special Stilling Basin
1631.01 Matting Installation
1633.02 Temporary Rock Silt Check Type B
Site Area Description Stabilization Timeframe Expectations
Perimeter dikes, swales, ditches and slopes 7 days None
High Quality Water (HQW) Zones 7 days None
Slopes steeper than 3:1 7 days If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1 14 days None, except for perimeters and HQW Zones.
NEW STABILIZATION TIMEFRAMES
R1-5 SIGNR1-6 SIGN
SIZE: 12" X 36"
QUANTITY REQUIRED: 2 SIZE: 24" X 24"
QUANTITY REQUIRED: 2
W11-2
SIGN
W16-9P SIGN
SIZE: 36" X 36"
QUANTITY REQUIRED: 4
SIZE: 24" X 12"
QUANTITY REQUIRED: 2
W16-7PL SIGN
SIZE: 24" X 12"
QUANTITY REQUIRED: 2
-40 -20 0 20
288 288
292 292
296 296
2+43.45
293.3293.33-40 -20 0 20284284
288 288
292 292
296 296
2+48.85
293.4293.37EXISTING 30" CULVERT30" INV. 289.52
EXISTING
CONCRETE
HEADWALL
EXISTING PAVEMENT, TYP.EP 12.28' LT.EL. = 293.5319.26' LT.EL. = 293.39S/W @ H/W
2%
SAFETY HANDRAIL
(SEE DETAIL ON PLAN
VIEW SHEET)
SOUTH CORNER OF EXISTING HEADWALL
NORTH CORNER OF EXISTING HEADWALL
EP 12.27' LT.EL. = 293.57
2%18.73' LT.EL. = 293.44S/W @ H/W
EXISTING 30" CULVERT30" INV. 289.52
EXISTING
CONCRETE
HEADWALL
SAFETY HANDRAIL
(SEE DETAIL ON PLAN
VIEW SHEET)
EXISTING PAVEMENT, TYP.
-40 -20 0 20288288
292 292
296 296
2+95.50
294.0294.032%2'x5' TRUNCATED DOME EXISTING PAVEMENT, TYP.EP 12.08' LT.EL. = 294.2521.08' LT.EL. = 294.07@ 90° BENDS/W : N.W. CORNER
-40 -20 0 20 40
292 292
296 296
3+27.36
294.8294.76-40 -20 0 20 40
292 292
296 296
300 3003+50
295.3295.331.4%EP 11.68' RT.EL. = 294.6627.30' RT.EL. = 294.88@ 90° BENDS/W : S.E. CORNER
EXISTING PAVEMENT, TYP.
EXISTING GRAVEL
EXISTING GRAVEL EP 14.02' RT.EL. = 295.26S/W 22.80' RT.EL. = 295.55S/W 27.80' RT.EL. = 295.72EDGE OF LANDSCAPE BED36.19' RT.
EXISTING PAVEMENT, TYP.
-40 -20 0 20
288 288
292 292
296 2960+00
292.2292.16-40 -20 0 20
288 288
292 292
296 296
0+50
292.0292.01-40 -20 0 20288288
292 292
296 296
300 3001+00
292.4292.42EP 12.64' LT.EL. = 292.21S/W 16.64' LT.EL. = 291.88
EXISTING PAVEMENT, TYP.S/W 16.15' LT.EL. = 292.28EP 12.10' LT.EL. = 292.61
EXISTING PAVEMENT, TYP.
EXISTING PAVEMENT, TYP.
CROSSWALK
10' WIDE HIGH VISIBILITY
PROPOSED CONCRETE SIDEWALK, TYP.CL DITCH 26.15' LT.EL. = 291.50
2:1
5 .6 :1
CL DITCH 26.65' LT.EL. = 291.00
2:1
4 .7 :1
-40 -20 0 20288288
292 292
296 296
300 3001+50
292.7292.70-40 -20 0 20288288
292 292
296 296
2+00
293.0293.02S/W 16.41' LT.EL. = 292.60EP 12.41' LT.EL. = 292.94
EXISTING PAVEMENT, TYP.S/W 16.32' LT.EL. = 292.89EP 12.32' LT.EL. = 293.22
EXISTING PAVEMENT, TYP.CL DITCH 26.32' LT.EL. = 291.50
3:1
2 .6 :1
CL DITCH 26.41' LT.EL. = 292.00
3:1
8.4:1
2%
SCALE : VERT. = 5'
HORZ. = 5'T:\2017\17038 ESPA Architects-CCCC Auto restoration sw improv Sanford\dwg\17038base.dwg, 9/28/2017 2:36:34 PM, PDF-XChange for AcroPlot Pro, 1:1
17038
CCCC AUTO RESTORATION
ESPA ARCHITECTS
04/01/2017
MDR
17038base.dwg
alley, williams, carmen & king, inc.
p.o. box 1179740 chapel hill road
burlington, n.c. 27215 336/226-5534
PLW CROSS SECTIONS C-4ACCESS DRIVE
NOTES:
1. BOTTOM ELEVATION OF RELOCATED SWALE
BETWEEN STA. 1+00 AND STA. 2+90+/- SHALL BE
EQUAL TO EXISTING DITCH OR LOWER (NOT HIGHER).
2. TOP SOIL EXCAVATED FOR SIDEWALK MAY BE
USED FOR BACKFILL 12" BEYOND SIDEWALK
(IN 3:1 OR > SLOPES).
3. SIDEWALK SHALL BE PLACED ON STABLE SUBGRADE
AND COMPLY WITH STANDARD NCDOT PROBBING ROD
REQUIREMENTS.
4. WHERE SUBGRADE DETERMINED TO BE UNSUITABLE,
CONTRACTOR SHALL UNDERCUT A MINIMUM OF 6"
AND PLACE ABC STONE UNDER SIDEWALK.
C5.0Partial Site Plan - Chain Link Fencing D A T EPROJECT NUMBERSeptember 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230SEE PLAN FOR WIDTH
A0.1Demolition Floor Plan and ElevationsD A T EPROJECT NUMBERSeptember 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230GENERAL NOTES
A1.0Floor Plan and DetailsD A T EPROJECT NUMBERSeptember 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230
A1.1Reflected Ceiling Plan / Mezzanine Alternate #3D A T EPROJECT NUMBERSeptember 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230
A2.0Exterior ElevationsD A T EPROJECT NUMBERSeptember 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230
RUBBERIZED BOOT FLASHINGSTAINLESS STEEL DRAW BANDA3.0Wall SectionsD A T EPROJECT NUMBERSeptember 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230
A3.1Wall SectionsD A T EPROJECT NUMBERSeptember 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230
A3.2Wall SectionsD A T EPROJECT NUMBERSeptember 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230
A4.1Interior Elevation / DetailsD A T EPROJECT NUMBERSeptember 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230
A5.0Enlarged Toilet Plans / Interior ElevationsD A T EPROJECT NUMBERSeptember 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230
E2E1R O O M F I N I S H S C H E D U L ED O O R T Y P E SW I N D O W T Y P E SG L A S S T Y P E SF R A M E T Y P E SA6.1Door and Room Finish Schedules / Door Details D O O R & F R A M E S C H E D U L ED A T EPROJECT NUMBERSeptember 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230
STRUCTURAL GENERAL NOTES1S0.1GENERAL1. THESE GENERAL NOTES ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEESPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO GENERAL NOTES.2. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHEDSTRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THEMETHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE ANDDIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTIONMEANS, METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCE. ALL APPLICABLESAFETY REGULATIONS TO BE FOLLOWED STRICTLY.3. THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS ACOMPLETED STRUCTURE. APPLICATIONS OF CONSTRUCTION LOADS TO THEPARTIALLY COMPLETED STRUCTURE SHALL BE CONSIDERED BY THECONTRACTOR AND SO INCLUDED IN THE DESIGN OF SHORING, BRACING,FORMWORK, AND ANY OTHER SUPPORTING ELEMENTS PROVIDED FORCONSTRUCTION OF THE STRUCTURE. DURING ERECTION AND UNTIL ALLPERMANENT CONNECTIONS ARE MADE, THE CONTRACTOR MUST PROVIDETEMPORARY BRACING FOR THE STRUCTURE IN ALL DIRECTIONS.4. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ANDGRADE CONDITIONS, (BOTH NEW AND EXISTING) REPORTING ANY DISCREPANCIESTO THE ARCHITECT PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH ANYPHASE OF THE WORK.5. THE CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITHARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECTPRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL MEMBERS. DO NOTSCALE DIMENSIONS FROM DRAWINGS. THE CONTRACTOR SHALL REQUEST, FROMTHE ARCHITECT, NECESSARY DIMENSIONS NOT SHOWN ON THE DRAWINGS.6. PRINCIPAL OPENINGS IN THE STRUCTURE ARE SHOWN ON THESE DRAWINGS. THEGENERAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL MECHANICAL,ELECTRICAL, AND PLUMBING DRAWINGS FOR REQUIRED OPENINGS AS THEYSHALL BE PROVIDED FOR WHETHER SHOWN ON THESE DRAWINGS OR NOT.GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGSWITH ALL SUB-CONTRACTORS PRIOR TO CONSTRUCTION.7. SEE ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, FLOOR SLOPES, ANDTHE LOCATION OF DEPRESSED FLOOR AREAS.8. PENETRATIONS SHALL NOT BE MADE THROUGH STRUCTURAL ELEMENTS SUCH ASBEAMS JOISTS, GIRDERS, AND COLUMNS WITHOUT PRIOR WRITTENAUTHORIZATION FROM THE STRUCTURAL ENGINEER.9. NO PROVISIONS FOR FUTURE VERTICAL EXPANSION HAVE BEEN MADE.10. THE DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THEDRAWINGS IN AREAS WHERE CONDITIONS ARE SIMILAR TO THOSE DESCRIBED INTHE DETAILS, UNLESS NOTED OTHERWISE.EXISTING DRAWINGS1. INFORMATION SHOWN IN THESE DOCUMENTS AS EXISTING IS BASED UPONORIGINAL CONSTRUCTION DOCUMENT PROVIDED BY THE OWNER. THE GC SHALLFIELD VERIFY THE EXISTING CONDITIONS, ELEVATIONS AND DIMENSIONS ASREQUIRED PRIOR TO FABRICATION OF MATERIAL. THE GC SHALL NOTIFY THEARCHITECT/ENGINEER IF ACTUAL CONDITIONS VARY FROM THOSE SHOWN ONTHESE DRAWINGS. DRAWINGS WERE PROVIDED BY THE OWNER VIA THEARCHITECT.DESIGN CRITERIA1. APPLICABLE CODES:A. 2012 NORTH CAROLINA STATE BUILDING CODE (2009 INTERNATIONAL BUILDINGCODE WITH REVISIONS)B. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-08)C. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-08)D. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360-05)E. STRUCTURAL WELDING CODE (AWS D1.1-04)F. MIN DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-05)G. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (AF&PA NDS-05)H. SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURALMEMBERS (AISI S100-07)2. DESIGN LIVE LOADS:UNIFORMCONCENTRATEDLL REDROOF (EXIST) . . . . . . . . . . . . . . . . . . . . . . . 20 PSF;300#NOMECHANICAL ROOM . . . . . . . . . . . . . . . . .150 PSFNO3. LIVE LOAD REDUCTION USED IN ACCORDANCE WITH SECTION 1607.9 - NO4. SNOW LOAD:GROUND SNOW LOAD (Pg) . . . . . . . . . . . . . 15 PSFFLAT ROOF SNOW LOAD (Pf) . . . . . . . . . . . 15 PSFSNOW EXPOSURE FACTOR (Ce) . . . . . . . . .1.0SNOW LOAD IMPORTANCE FACTOR(Is) . . 1.0THERMAL FACTOR (Ct) . . . . . . . . . . . . . . . . 1.05. WIND LOAD: (2012 NORTH CAROLINA BUILDING CODE/IBC)BASIC WIND SPEED (3-SECOND GUST) . . 92 MPHOCCUPANCY CATEGORY . . . . . . . . . . . . . . IIEXPOSURE CATEGORY. . . . . . . . . . . . . . . . BIMPORTANCE FACTOR (Iw) . . . . . . . . . . . . .1.0INTERNAL PRESSURE COEFF (GCpi) . . . . +-0.18WIND BASE SHEARS (ADDITION) . . . . . . . Vx=5K Vy=5KWIND BASE SHEARS (EXISTING):THE DEMAND CAPACITY RATIO FOR ALL LATERAL ELEMENTS HAS NOTINCREASED BY MORE THAN 10%, THEREFORE EXIST LATERAL SYSTEM REMAINSUNALTERED.COMPONENTS AND CLADDING:ALL BUILDING COMPONENTS AND CLADDING ENGINEERED BY THE COMPONENTMANUFACTURER ARE TO BE DESIGNED BY THE MANUFACTURER'S ENGINEERFOR WIND LOADS DETERMINED PER THE NORTH CAROLINA STATE BUILDINGCODE FOR THE BASIC DESIGN WIND VELOCITY, IMPORTANCE FACTOR, ANDEXPOSURE LISTED ABOVE.6. SEISMIC LOAD: (2012 NORTH CAROLINA BUILDING CODE/IBC)DESIGN METHOD: EQUIVALENT LATERAL FORCE PROCEDURESs . . . . . . 0.250SDs . . . . 0.267S1 . . . . . . 0.092SD1 . . . . 0.147IMPORTANCE FACTOR (Ie) . . . . . . . . 1.0OCCUPANCY CATEGORY . . . . . . . . . IISITE CLASS . . . . . . . . . . . . . . . . . . . . .D (ASSUMED)SEISMIC DESIGN CATEGORY. . . . . . CBASIC SEISMIC-FORCE RESISTING SYSTEM: ORDINARY REINFORCED MASONRY SHEAR WALLSRx=2.0Cdx=1.75Ry=2.0Cdy=1.75SEISMIC RESPONSE COEFFICIENT . . . Csx=0.13 Csy=0.13SEISMIC BASE SHEARS (ADDITION) . . Vx=5K Vy=5KSEISMIC BASE SHEARS (EXISTING):THE DEMAND CAPACITY RATIO FOR ALL LATERAL ELEMENTS HAS NOT INCREASED BY MORE THAN 10%, THEREFORE EXIST LATERAL SYSTEM REMAINSUNALTERED.7. FUTURE LOADS: UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS MADEFOR FUTURE FLOORS, ROOFS, OR OTHER LOADS.FOUNDATIONS1. FOUNDATION DESIGN IS BASED ON AN ASSUMED DESIGN ALLOWABLE SOILBEARING PRESSURE IS 2,000 PSF.2 FOOTINGS SHALL BE CARRIED TO LOWER ELEVATIONS THAN THOSE SHOWN ONTHE DRAWINGS IF REQUIRED BY THE GEOTECHNICAL ENGINEER OR TESTING LABTO REACH SOIL CAPABLE OF PROVIDING THE DESIGN ALLOWABLE SOIL BEARINGPRESSURE.3. THE SUBGRADE AND UNDERFLOOR FILL SHALL BE PREPARED TO A POINT THATEXTENDS 3'-0" MINIMUM BEYOND THE LIMITS OF THE FOUNDATION.4. MINIMUM SUBGRADE PREPARATION REQUIREMENTS ARE AS FOLLOWS: COMPACT ALL FILL UNDER BUILDING TO 98% MAXIMUM DENSITY AS DETERMINEDBY ASTM D698. PLACE IN LAYERS OF 8" MAXIMUM LOOSE THICKNESS. VERIFY FIELDDENSITY, ASTM D1556, WITH AT LEAST ONE TEST PER 2000 SQUARE FEET PERLAYER. SEE SPECIFICATIONS FOR OTHER TESTING REQUIREMENTS.5. WALLS RETAINING SOIL SHALL BE TEMPORARILY BRACED DURING BACKFILLINGAND UNTIL ALL SUPPORTING SOIL AND SLABS ARE IN PLACE AND ARE AT DESIGNSTRENGTH UNLESS NOTED OTHERWISE ON PLANS AND DETAILS. UTILITY LINESSHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT APPROVALOF THE STRUCTURAL ENGINEER. CONTRACTOR SHALL SUBMIT DETAILEDDRAWINGS OF ALL SUCH CONDITIONS PRIOR TO CONSTRUCTION.CONCRETE/REINFORCING STEEL1. CONCRETE COMPRESSIVE STRENGTH IN 28 DAYS:SLAB ON GRADE, FOOTINGS . . . 3,000 PSI, NORMAL WEIGHT2. REINFORCING:ASTM A615 - GRADE 60.ALL REINFORCING TO BE WELDED - ASTM A706.WELDED WIRE FABRIC - ASTM A185 (FLAT SHEETS ONLY)3. GROUT UNDER BASE PLATES TO BE HIGH STRENGTH, NON-SHRINK.4. REFER TO THE DRAWINGS FOR REINFORCING LAP REQUIREMENTS, WHERE LAPSPLICES ARE NOT SHOWN, LAP PER ACI 318 OR CRSI STANDARDS.5. LAP WELDED WIRE FABRIC SHEETS 8" MINIMUM.6. CLEAR COVER FROM FACE OF CONCRETE:CAST IN PLACE CONCRETE(measure to outermost reinforcing):WALLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2"FOOTINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3"SLABS EXPOSED TO EARTH AND WEATHER . . . 1-1/2"CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:SLABS, WALLS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3/4"BEAMS:PRIMARY REINFORCEMENT . . . . . . . . . . . . . . . . . 1-1/2"TIES, STIRRUPS, SPIRALS . . . . . . . . . . . . . . . . . . 1"7. PROVIDE REINFORCING IN SLABS ON GRADE, 1-1/2" FROM TOP OF SLAB:4" SLABS . . . . . . . . . . . . . . . . . . .6x6-W2.1xW2.15" SLABS . . . . . . . . . . . . . . . . . . .6x6-W2.9xW2.96" SLABS . . . . . . . . . . . . . . . . . . .#3 @ 12 OC8. WHERE SCHEDULED BARS ARE NOT PRESENT, PROVIDE CONTINUOUS #5 TOP ANDBOTTOM BARS TO SUPPORT STIRRUPS AS REQUIRED FOR THE LENGTH OF THESTIRRUP SPACING IN ALL BEAMS.9. WALL FOOTING REINFORCING SHALL BE CONTINUOUS THROUGH ADJACENTCOLUMN FOOTINGS.10. PROVIDE VERTICAL DOVETAIL SLOTS AT 24" OC WITH TIES AT 16" OC IN ALLCONCRETE WALLS BACKING-UP MASONRY VENEER.11. BAR SUPPORTS FOR CONCRETE EXPOSED TO VIEW SHALL HAVE PLASTIC COATEDLEGS OR BE HOT DIP GALVANIZED AFTER FABRICATION.12. MECHANICAL AND ELECTRICAL CONDUIT IN SLABS SHALL RUN UNDER TOP LAYEROF SLAB REINFORCING. PROVIDE A MINIMUM OF 1-1/2" CLEAR BETWEEN CONDUITSAND BETWEEN REINFORCING AND ADJACENT CONDUITS PARALLEL TOREINFORCING. IF MAXIMUM SIZE OF CONDUIT EXCEEDS ONE THIRD OF THE SLABDEPTH, ADDITIONAL FRAMING OR REINFORCING MAY BE NECESSARY ATENGINEERS DISCRETION.13. HEADED CONCRETE ANCHORS SHALL CONFORM TO THE REQUIREMENTS OF ASTMA108, GRADES 1010, 1015, 1017, OR 1020. STUDS SHALL BE AUTOMATICALLY ENDWELDED IN THE SHOP OR FIELD IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS.14. EMBED PLATES MUST BE SET IN THE FORM BEFORE POURING CONCRETE, NOTPLACED INTO TOP OF WET CONCRETE. THE CONTRACTOR SHALL CONTACT THEARCHITECT FOR CORRECTIVE DETAILS FOR ANY EMBED PLATES LEFT OUT OFCONCRETE POURS.15. FOR SLABS ON GRADE, SLAB AND GRADE BEAM REINFORCING SHALL BE HELD INPLACE BY BAR SUPPORTS WITH SAND PLATES, OR PRECAST CONCRETE BARSUPPORTS AS DESCRIBED IN CHAPTER 3 OF THE CRSI MANUAL OF STANDARD\PRACTICE. BAR SUPPORTS SHALL BE SPACED AT A MAXIMUM OF 4'-0" OC BOTHWAYS. ROCKS, CMU, OR CLAY BRICK WILL NOT BE USED AS SUPPORTS.16. REBAR SHALL NOT BE HEATED WITH A TORCH IN THE FIELD.17. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER FAR ENOUGH INADVANCE (48 HOURS) OF EACH CONCRETE POUR TO ALLOW AMPLE TIME TOCHECK THE LAYOUT OF THE STEEL BEFORE THE BEGINNING OF THE ACTUAL POUR,BUT NOT PRIOR TO 90% OF THE STEEL HAVING BEEN PLACED.STRUCTURAL MASONRY1. LOAD-BEARING MASONRY WALLS, PILASTERS, PIERS, RETAINING WALLS,FOUNDATION WALLS AND ANY OTHER MASONRY SO DESIGNATED ON DRAWINGS ISCONSIDERED HERE TO BE STRUCTURAL MASONRY.2. REQUIRED COMPRESSIVE STRENGTH OF MASONRY UNITS:SOLID CLAY UNITS. . . . . . . . . . . .6200 PSICONCRETE UNITS. . . . . . . . . . . . .1900 PSI ON NET AREA3. CONCRETE MASONRY UNITS (CMU) SHALL BE LIGHTWEIGHT (105 PCF) GRADE N,CONFORMING TO ASTM C90. REFER TO ARCHITECTURAL DRAWINGS ANDSPECIFICATIONS FOR UNIT SIZE, FACE, COLOR, JOINTING, ETC.4. MORTAR - TYPE S, ASTM C270.5. GROUT FOR REINFORCED MASONRY - FINE GROUT, ASTM C476. MINIMUM 28-DAYCOMPRESSIVE STRENGTH - 2000 PSI.6. MINIMUM 28-DAY COMPRESSIVE STRENGTH (F'm) OF THE MASONRY WALLS SHALLBE 1500 PSI. MASONRY STRENGTH SHALL BE DETERMINED BY THE UNIT STRENGTHMETHOD OR THE PRISM TEST METHOD AS DESCRIBED BY ACI 530.7. REINFORCING:ASTM A615 - GRADE 60.ALL REINFORCING TO BE WELDED - ASTM A706.8. REFER TO THE DRAWINGS FOR REINFORCING LAP TYPICAL DETAIL AND SCHEDULEREQUIREMENTS, WHERE LAP SPLICES ARE NOT SHOWN, LAP PER ACI 530.9. MAXIMUM HEIGHT TO WHICH MASONRY SHALL BE LAID BEFORE GROUTING IS 5FEET ABOVE CONSTRUCTION SURFACE OR PREVIOUSLY GROUTED MASONRY. IFGROUT POUR HEIGHT EXCEEDS 5 FEET, THEN "HIGH LIFT" GROUTING PROCEDUREMUST BE FOLLOWED. PROVIDE CLEANOUT OPENINGS AT THE BOTTOM OF EACHGROUT LIFT. CLEANOUT OPENINGS SHALL BE PROVIDED AT EACH CELL TO BEFILLED WITH GROUT.10. MAXIMUM GROUT LIFT (GROUT POURED IN ONE CONTINUOUS OPERATION) IS 5FEET, THIS LIMIT ALSO APPLIES TO "HIGH LIFT" GROUTING.11. REINFORCE MASONRY WHERE SHOWN ON STRUCTURAL DRAWINGS. TIEREINFORCING IN POSITION AND PLACE GROUT AROUND REINFORCING. DO NOTPUSH REINFORCING DOWN INTO PREVIOUSLY PLACED GROUT FILL. SET BOLTSSIMILARLY.12. TIE MASONRY WYTHES WITH HORIZONTAL REINFORCING AS SPECIFIED.13. PROVIDE VERTICAL BARS, SIZE MATCHING WALL REINFORCING, AT ALL CORNERS,ENDS OF WALLS, EACH SIDE OF CONTROL JOINTS AND EACH SIDE OF WALLOPENINGS. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF CONTROLJOINTS.14. ALL CORNERS AND INTERSECTIONS OF STRUCTURAL MASONRY WALLS SHALL BECONSTRUCTED BY INTERLOCKING COURSES.15. ALL LINTELS TO BEAR 8" MINIMUM EACH SIDE OF OPENING, UNLESS NOTEDOTHERWISE.STRUCTURAL STEEL1. STRUCTURAL STEEL:WIDE FLANGE SHAPES (W SECTIONS) - ASTM A992, GRADE 50, FY= 50 KSICHANNELS, ANGLES, PLATES, RODS, AND BARS - A36, FY = 36 KSISQUARE AND RECTANGULAR TUBES ASTM A500 - GRADE B, FY= 46 KSIPIPES ASTM A53- GRADE B, FY= 36 KSI2. ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO ASTM F1554 GR.36 ORGR.55.3. DESIGN, FABRICATION AND ERECTION: SPECIFICATIONS FOR STRUCTURAL STEELBUILDINGS (AISC 360-05) AND CODE OF STANDARD PRACTICE FOR STEELBUILDINGS AND BRIDGES (AISC 303-05).4. BEAM & GIRDER SIMPLE, SHEAR CONNECTIONS NOT DETAILED ON STRUCTURALDRAWINGS SHALL BE DESIGNED BY STEEL SUPPLIER FOR THE SERVICE (ASD) ENDREACTIONS SHOWN ON DRAWINGS BUT NOT LESS THAN 15k.CONNECTIONS: 3/4" DIAMETER BOLTS, ASTM A325 TIGHTENED TO A SNUG-TIGHTCONDITION PER AISC REQUIREMENTS.5. WHERE STEEL MEMBERS ARE WELDED AND NO SIZE IS SPECIFIED, PROVIDE FULLLENGTH FILLET WELDS BOTH SIDES OF MEMBER. WELD SIZES SHALL BE ASFOLLOWS UNLESS NOTED OTHERWISE:MEMBER THICKNESS (INCHES) . . . . . . . . WELD SIZE (INCHES)3/16 . . . . . . . . . . . . . . . . . . . . . . . . . 3/161/4 . . . . . . . . . . . . . . . . . . . . . . . . . . 3/165/16 . . . . . . . . . . . . . . . . . . . . . . . . . 3/163/8 . . . . . . . . . . . . . . . . . . . . . . . . . . 1/47/16 . . . . . . . . . . . . . . . . . . . . . . . . . 1/41/2 . . . . . . . . . . . . . . . . . . . . . . . . . . 5/169/16 . . . . . . . . . . . . . . . . . . . . . . . . . 3/85/8 . . . . . . . . . . . . . . . . . . . . . . . . . . 7/166. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIORAPPROVAL OF THE ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE MADE.ANY MEMBER HAVING A SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGSWILL BE REJECTED.7. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE. USEE70 SERIES ELECTRODES FOR ALL STRUCTURAL STEEL WELDS.8. SEE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL ITEMS REQUIREDTO BE HOT-DIP GALVANIZED AFTER FABRICATION.9. STRUCTURAL STEEL SHALL BE PUNCHED FOR WOOD BLOCKING, NAILERS, CLIPSAND TIES IN ACCORDANCE WITH ARCHITECTURAL/STRUCTURAL DETAILS.10. ULTRASONIC INSPECTION BY THE TESTING LABORATORY SHALL BE PROVIDEDFOR ALL WELDS CALLED FOR ON THE STRUCTURAL DRAWINGS OR SHOPDRAWINGS AS PARTIAL OR FULL PENETRATION WELDS.11. ALL STEEL EXPOSED TO VIEW SHALL BE CLASSIFIED AS ARCHITECTURALLYEXPOSED STRUCTURAL STEEL (AESS) AS DEFINED BY THE AISC CODE OFSTANDARD PRACTICE AND SHALL BE TREATED AS SUCH.NON-LOAD BEARING COLD ROLLED STEEL (METAL STUDS)1. ALL COLD FORMED LIGHT GAGE METAL FRAMING AND CONNECTIONS SHALL BE BEDESIGNED BY THE SUPPLIER'S ENGINEER. AT ARCHITECT'S OR ENGINEER'SREQUEST CONTRACTOR SHALL SUBMIT CALCULATIONS FOR ALL COLD FORMEDMETAL FRAMING USED TO SUPPORT CEILINGS AND EXTERIOR CLADDING.2 ALL MEMBERS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE AMERICANIRON AND STEEL INSTITUTE, "COLD FORMED STEEL DESIGN MANUAL" (1996).3. ALL MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI.4 SUBMIT SHOP DRAWINGS FOR ALL COLD FORMED METAL FRAMING USED TOSUPPORT CEILINGS AND EXTERIOR CLADDING. SHOP DRAWINGS SHALL INDICATEPLACING OF ALL FRAMING MEMBERS SHOWING TYPE, SIZE, GAGE, NUMBER,LOCATION AND SPACING. THEY SHALL ALSO INDICATE SUPPLEMENTALSTRAPPING, BRACING, SPLICES, BRIDGING, ACCESSORIES AND DETAILS REQUIREDFOR PROPER INSTALLATION.5. SHOP DRAWINGS SHALL SHOW SIZE AND LENGTH OF WELDS FOR ALL WELDEDCONNECTIONS AND TYPE, SIZE AND NUMBER OF SCREWS FOR ALL SCREWEDCONNECTIONS. SUBMIT MANUFACTURERS DATA GIVING STRENGTH VALUES FORSCREWS USED.6. SHOP DRAWINGS SUBMITTED MUST BE PREPARED UNDER THE SUPERVISION OFAND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE WHERETHE PROJECT IS LOCATED.LIGHT GAGE (CFMF) STEEL TRUSSES1. TRUSSES SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND SHALL BE INACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE (AISI) "COLDFORMED STEEL DESIGN MANUAL," 1996 EDITION.2. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS:TOP CHORD:DL = 10 PSFLL = 20 PSFBOTTOM CHORD:DL = 10 PSFLL = 0SPRINKLER PIPE LOAD: DL = 350 POUNDS AT ANY POINT ON BOTTOM CHORD.3. TRUSSES SHALL BE DESIGNED FOR A NET WIND UPLIFT LOAD OF 20 PSF.4. ALL STEEL SHALL CONFORM TO ASTM A446 WITH G60 GALVANIZING.5. ALL REQUIRED BRIDGING SHALL BE DESIGNED AND SUPPLIED BY THE TRUSSMANUFACTURER.6. SUBMIT SHOP DRAWINGS FOR ALL COLD FORMED STEEL TRUSSES. SHOPDRAWINGS SHALL INDICATE PLACING OF ALL FRAMING MEMBERS SHOWING TYPE,SIZE, GAGE, NUMBER, LOCATION AND SPACING. THEY SHALL ALSO INDICATESUPPLEMENTAL STRAPPING, BRACING, SPLICES, BRIDGING, ACCESSORIES ANDDETAILS REQUIRED FOR PROPER INSTALLATION.7. SHOP DRAWINGS SHALL SHOW SIZE AND LENGTH OF WELDS FOR ALL WELDEDCONNECTIONS AND TYPE, SIZE AND NUMBER OF SCREWS FOR ALL SCREWEDCONNECTIONS. SUBMIT MANUFACTURERS DATA GIVING STRENGTH VALUES FORSCREWS USED.8. SHOP DRAWINGS SUBMITTED MUST BE PREPARED UNDER THE SUPERVISION OFAND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE WHERETHE PROJECT IS LOCATED.9. ALL COLD FORMED LIGHT GAGE METAL TRUSSES AND CONNECTIONS SHALL BEDESIGNED BY THE SUPPLIER'S ENGINEER. SUBMIT CALCULATIONS FOR ALL COLDFORMED METAL TRUSSES AND THEIR CONNECTIONS.10. TEMPORARY BRACING, WHERE REQUIRED, SHALL BE PROVIDED UNTIL THEERECTION IS COMPLETE.PLYWOOD1. ALL PLYWOOD SHEATHING, DIAPHRAGMS AND SHEAR WALL PANELS SHALLCONFORM TO U.S. PRODUCT STANDARD PS-1-83 WITH EXTERIOR GLUE.2. PLYWOOD SHEETS SHALL BE LAID WITH LONG DIMENSION PERPENDICULAR TO THESUPPORTING FRAMING.3. SEE SHEAR WALL SCHEDULE FOR SHEATHING GRADES FOR SHEAR WALLS.4. PLYWOOD ROOF SHEATHING SHALL BE: 15/32" PLYWOOD AND SHALL BE FASTENEDWITH #10 SCREWS (OR 316" TAPCONS @ CMU) @ 6" OC AT ALL EDGES AND #10SCREWS @ 12" OC IN PANEL FIELD.ADHESIVE AND MECHANICAL POST-INSTALLED ANCHORAGE1.ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, ANDOTHER EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITHAN ADHESIVE ANCHOR SYSTEM ONLY WHERE DETAILED ON THE DRAWINGS ORWHERE APPROVED BY THE ENGINEER.2.MANUFACTURER'S DATA FOR ALL MECHANICAL AND ADHESIVE ANCHORS SHALLBE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ADHESIVE AND MECHANICAL ANCHOR PRODUCTS SHALL INCLUDE ICC-ESEVALUATION SERVICE REPORTS. ANCHOR SIZE, SPACING AND EMBEDMENT DEPTHINDICATED IN CONTRACT DOCUMENTS ARE PER BASIS OF DESIGN MANUFACTURERAND PRODUCT. ALTERNATE MANUFACTURERS/PRODUCTS FROM THOSE LISTEDBELOW ARE ACCEPTABLE FOR USE; HOWEVER, ANCHOR SIZE, SPACING AND/OREMBEDMENT DEPTH MAY BE REQUIRED TO BE ALTERED TO ACHIEVE THE SAMEVALUES AS BASIS OF DESIGN. ANCHORS INCLUDED IN THE BASIS OF DESIGN AREAS FOLLOWS, UNLESS NOTED OTHERWISE:-ADHESIVE ANCHORS IN CONCRETE: HILTI HY-200-ADHESIVE ANCHORS IN GROUT-FILLED CMU: HILTI HY 70-ADHESIVE ANCHORS IN HOLLOW CMU: HILTI HY 70 WITH SCREEN TUBE -EXPANSION ANCHORS IN CONCRETE AND GROUT-FILLED CMU: HILTI KWIK BOLT -SCREW ANCHORS IN CONCRETE AND GROUT-FILLED CMU: HILTI KWIK HUSALTERNATE MANUFACTURERS INCLUDE SIMPSON STRONG-TIE, POWERS OROTHER APPROVED EQUAL. IN USING THE ABOVE PRODUCTS, FOLLOWSTRICTLY THE MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS FORAPPLICATION, MIXING AND INSTALLATION. HEED ALL LABEL WARNINGS.INSTALL IN ACCORDANCE WITH APPLICABLE SAFETY LAWS.3.ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATERTHAN THE DIAMETER OF THE STEEL MEMBER BEING INSTALLED.4.ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND BRUSH ASPRESCRIBED BY THE MANUFACTURER. HOLES SHALL BE DRY PRIOR TOINSTALLATION OF ADHESIVE ANCHORING PRODUCT. HOLES SHALL BE FREE OFALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL.5.CONTRACTOR PERFORMING ADHESIVE ANCHOR INSTALLATION SHALL BETRAINED AND APPROVED BY THE MANUFACTURER FURNISHING THE ANCHORINGMATERIALS AND SHALL HAVE NO LESS THAN FIVE YEARS EXPERIENCE IN THEINSTALLATION OF POST-INSTALLED ANCHORS AS RELATED TO THE WORKREQUIRED IN THIS PROJECT. A CERTIFICATION FROM THE MANUFACTURERATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECTALONG WITH THE PROPOSAL TO DO THE WORK.6.TWENTY-FIVE PERCENT OF ALL ADHESIVE ANCHORS SHALL BE PULL-TESTED ATRANDOM TO 85% OF THE ANCHOR MANUFACTURER'S PUBLISHED ALLOWABLETENSILE STRENGTH. IF ANY ANCHORS FAILS, 50% OF ADHESIVE ANCHORS SHALLBE TESTED. IF CONTINUOUS SPECIAL INSPECTION IS PROVIDED DURING THEINSTALLATION OF ANCHORS (FROM DRILLING OPERATIONS THROUGH ANCHORINSTALLATION) THE PERCENTAGES MAY BE REDUCED TO 10% AND 25%RESPECTIVELY.REPRODUCTION NOTE1. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANYCONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIALSUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HISACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, ANDOBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TOANY ERRORS THAT MAY OCCUR HEREON.9/22/2017 4:40:45 PMG:\Project\2017\2017052.00\BS\04_DRAWINGS\02_Structural\04_AutoCAD\S0.1.dwg
D A T EPROJECT NUMBERSEPTEMBER 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
220 Olive Farm Drive
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230 310 East Sycamore Street, Suite A
Greensboro, NC 27401
o: 336.273.0083
f: 336.574.1916
www.espaarchitects.com
inspire create transformS0.1STRUCTURAL GENERAL NOTES 9/22/2017
INDEX OF SHEETSS0.22S0.1STRUCTURAL GENERAL NOTESS0.2ABBREVIATIONS & SYMBOLS & INDEX OF SHEETSS1.0FOUNDATION & ROOF FRAMING PLANSS2.0TYPICAL FOUNDATION DETAILSS2.1TYPICAL MASONRY SCHEDULES & DETAILSS2.2FOUNDATION SECTIONS & DETAILSS3.0ROOF SECTIONS & DETAILSABBREVIATIONS & SYMBOLS1S0.28" MASONRY BEARING WALL12" MASONRY BEARING WALLMASONRY NON-BEARING WALL@AT&ANDØDIAMETER°DEGREE(S)'FOOT / FEET"INCHESKKIP(S)LBSPOUNDS#NUMBERdPENNY (NAILS)dbREINFORCING BAR DIAMETER+/- OR ±PLUS OR MINUSABANCHOR BOLTSACIAMERICAN CONCRETE INSTITUTEASCEAMERICAN SOCIETY OF CIVILENGINEERSADDLADDITIONALAFFABOVE FINISHED FLOORAISCAMER. INSTITUTE OF STEELCONSTRUCTIONAISIAMERICAN IRON AND STEEL INSTITUTEALTALTERNATEALUMALUMINUMARCHARCHITECT'S / ARCHITECTURALASTMAMER. SOCIETY FOR TESTING ANDMATERIALSAWSAMERICAN WELDING SOCIETYB/ OR BOTBOTTOMBCXBOTTOM CHORD EXTENSIONBFFBELOW FINISHED FLOORBLDGBUILDINGBMBEAMBOSBOTTOM OF STEELBPBASE PLATE / BEARING PLATEBRGBEARINGCCHANNELCFMFCOLD FORMED METAL FRAMINGCJCONTROL JOINTCLCENTERLINECLRCLEARCMUCONCRETE MASONRY UNITSCOLCOLUMNCONCCONCRETECONNCONNECTIONCONST JTCONSTRUCTION JOINTCONTCONTINUOUSCONTRCONTRACTORCTRDCENTEREDCYCUBIC YARDDBADEFORMED BAR ANCHORSDBLDOUBLEDEFLDEFLECTIONDEMODEMOLISHED/ DEMOLITIONDEPRDEPRESSION / DEPRESSEDDETDETAILDIADIAMETERDIAGDIAGONALDIMDIMENSIONDISTDISTANCEDNDOWNDWG(S)DRAWING(S)DWL(S)DOWEL(S)EAEACHEEEACH ENDEFEACH FACEEJEXPANSION JOINTELELEVATIONELEVELEVATOREMBEDEMBEDDED / EMBEDMENTENGRENGINEEREODEDGE OF DECKEOSEDGE OF SLABEQEQUALEQUIPEQUIPMENTEWEACH WAYEXISTEXISTINGEXPEXPANSIONEXTEXTERIORFDNFOUNDATIONFFEFINISHED FLOOR ELEVATIONFLRFLOORFTGFOOTINGGAGAUGEGALVGALVANIZEDHDHEADEDHIHIGHHORIZHORIZONTALHPHIGH POINTHSHEADED STUDHSSHOLLOW STRUCTURAL SECTIONIBCINTERNATIONAL BUILDING CODEIFINSIDE FACEINTINTERIORINVINVERTJTJOINTKBKNEE BRACEKSIKIPS PER SQUARE INCHLANGLELBLONG BARLLHLONG LEG HORIZONTALLLVLONG LEG VERTICALLOLOWLOCLOCATIONLPLOW POINTLWCLIGHT WEIGHT CONCRETEMATLMATERIALMAXMAXIMUMMCMISCELLANEOUS CHANNELMECHMECHANICALMFDMANUFACTUREDMFRMANUFACTURERMIDMIDDLEMINMINIMUMMISCMISCELLANEOUSMPMASONRY PILASTERMSLMEAN SEA LEVELMTLMETALNICNOT IN CONTRACTNONUMBERNTSNOT TO SCALENWCNORMAL WEIGHT CONCRETEOCON CENTEROFOUTSIDE FACEOHOPPOSITE HANDOPNGOPENINGPCPRECASTPEDPEDESTALPEMBPRE-ENGINEERED METAL BUILDINGPLPLATEPLYWDPLYWOODPREFABPRE-FABRICATEDPROJPROJECTPROPPROPERTYPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPTPOINTQTYQUANTITYREFREFERENCEREINFREINFORCINGREQDREQUIREDREVREVISED / REVISIONROROUGH OPENINGSBSHORT BARSCHDSCHEDULESIMSIMILARSOGSLAB ON GRADESPEC(S)SPECIFICATION(S)SQSQUARESSTSTAINLESS STEELSSMRSTANDING SEAM METAL ROOFINGSTDSTANDARDSTIFFSTIFFENERSTIRRSTIRRUP(S)STLSTEELSTRSTRUCTURALT>ONGUE & GROOVET/ OR TOPTOPTCXTOP CHORD EXTENSIONTEMPTEMPORARYTOCTOP OF CONCRETETOSTOP OF STEELTOWTOP OF WALLTYPTYPICALUNOUNLESS NOTED OTHERWISEVERTVERTICALVIFVERIFY IN FIELDVFVERTICAL BRACED FRAMEWFWIDE FLANGEW/WITHW/OWITHOUTWPWORK POINTWWFWELDED WIRE FABRIC9/22/2017 2:02:31 PMG:\Project\2017\2017052.00\BS\04_DRAWINGS\02_Structural\04_AutoCAD\S0.1.dwg
D A T EPROJECT NUMBERSEPTEMBER 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
220 Olive Farm Drive
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230 310 East Sycamore Street, Suite A
Greensboro, NC 27401
o: 336.273.0083
f: 336.574.1916
www.espaarchitects.com
inspire create transformS0.2ABBREVIATIONS & SYMBOLS & INDEX OF SHEETS 9/22/2017
A1234BCDEFG2'-0"TYP2'-0"TYP2'-0"TYP 2'-0"TYP 14'-2" TYP2'-0" TYP2'-0" TYP
2'-6" TYP2'-6" TYP 8789658132TYPTYPTYP11128'-878"30'-0"30'-0"30'-0"30'-0"28'-878"10'-73 8"19'-97 8"16'-878"5S2.212121212101S2.22S2.21S2.21S2.25S2.26S2.21S2.2SIMCJCJ 3'-738"3'-1"13N18"=1'-0"FOUNDATION PLAN1S1.0N18"=1'-0"ROOF FRAMING PLAN2S1.0FG1W12X14D1211TYP1S3.03S3.04S3.0L18" CLR FOB2S3.02S3.028'-878"1S3.06" CFMF TRUSSES @ 24" OC123410'-738"19'-97 8"16'-87 8"
9/22/2017 2:02:37 PMG:\Project\2017\2017052.00\BS\04_DRAWINGS\02_Structural\04_AutoCAD\S1.0.dwg
D A T EPROJECT NUMBERSEPTEMBER 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
220 Olive Farm Drive
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230 310 East Sycamore Street, Suite A
Greensboro, NC 27401
o: 336.273.0083
f: 336.574.1916
www.espaarchitects.com
inspire create transformS1.0FOUNDATION PLAN A. FOR STRUCTURAL GENERAL NOTES, SEE S0.1.B. ALL DIMS & ELEVATIONS ARE FURNISHED BY THEARCH. NOTIFY CALYX ENGINEERS + CONSULTANTSTHROUGH THE ARCH OF ANY VARIATIONS FROMDIMS & CONDITIONS SHOWN ON THIS DWG.C. NEW FOUNDATION FINISH FLOOR EL (FFE) =MATCH EXIST, UNO.D. <-#'-#"> INDICATES T/ FTG EL W/ RESPECT TO FFEEL = <-1'-4"> UNO.E. FOR TYPICAL FDN DETAILS, SEE S2.0.F. FOR TYPICAL MASONRY DETAILS, SEE S2.1.G. INDICATES 8" CMU WALL W/ #5 @ 48" OC,TYP UNO.H.INDICATES LOAD BEARING CMU WALLBELOW.I.INDICATES PLYWOOD ROOF SHEATHING,SEE S0.1.J. REF ARCH & PLUMBING FOR SANITARY LINES,SEE 7/S2.0 FOR TYP SLAB ON GRADE INFILL.K. L1 INDICATES CMU LINTEL, SEE SCHEDULE 2/S2.1.L. EXIST FDN & FRAMING SHOWN FOR INFORMATIONONLY, VIF.M. EXIST SOG IS ASSUMED TO BE 4"± CONC, VIF. SEEDETAILS FOR VARIANCES IF EXISTING SLAB ISTHICKER.N. COORDINATE FLOOR SLOPES W/ ARCH.GENERAL PLAN NOTESEXIST PEMB WALLS & EXIST BRICK VENEER TOREMAIN, TYPEXIST PEMB COLS TO REMAIN, TYPEXIST SOG TO REMAIN, UNO,TYPSLOPE SOG TO DRAIN, REF ARCHOUTLINE OF MEZZANINE AND/OR HOISTWAYABOVE, BY OTHERS.NEW THICKENED SLAB AT STAIR IF REQ'D, SEE3/S2.0NEW 6" CONCRETE BOLLARD, REF ARCH FORSUPPORT DETAILS, SEE S2.0 FOR SOG PATCH.MIN DIMS FOR SLAB CUT SHOWN. DO NOTOVERCUTNEW 6" SOG, SEE S2.0 FOR DETAILS, SEE S2.0FOR SOG PATCH. ALIGN NEW CJ'S W/ EXIST, SEE1/S2.0NEW MEZZ AND/OR HOIST POST BY OTHERS. MINTHICKENED SLAB FOR POST SUPPORT WIDTH &LENGTH INDICATED, SEE 5/S2.0. REF ARCH FORLOCATIONS.NEW 5" THICK SOG, SEE S2.0FLOOR DRAIN, REF ARCHNEW TRENCH DRAIN IN EXIST SLAB, REF ARCH &PLUMBING, SEE 4/S2.0(2) #4 x 2'-0" LONG @ SLAB RE-ENTRANTCORNERS, 1" CLRKEYED PLAN NOTES123456789D1101112139/22/2017
SAWED CONTROLJOINT (CJ)TYPICALCONSTRUCTIONCONSTRUCTION JOINT(AT POUR BREAK)t4"
t4"
t4"
112"CLR
112"CLR
112"CLR
NO SCALETYPICAL SLAB ON GRADEDETAIL1S2.0SLAB REINF, SEEGENERAL NOTESCOMPACTEDSTONECOMPACTEDSTONETERMINATE SLABREINF @ KEYED JOINTCONT 112"x212"FORMED KEYED JOINTCOMPACTEDSTONESLAB REINF, SEEGENERAL NOTESSAWED JOINT14"x14t DEEP, SEENOTE 4NOTES: 1. ' t ' DENOTES SLAB THICKNESS. SEE PLANS. 2. LOCATION OF SOG CONSTRUCTION JOINTS SHALL BE DETERMINED BY THECONTRACTOR. JOINT LOCATIONS SHALL BE SUBMITTED TO THE ENGINEER FORAPPROVAL PRIOR TO CONSTRUCTION. 3. SEE PLAN FOR LOCATION OF CONTROL JOINTS. WHERE NOT SHOWN ON PLAN,CONTACT THE ENGINEER. 4. SAW CUT JOINT WITHIN 48 HOURS OF SLAB POUR. 6. WWF REINF SHOWN AS SOG REINF FOR INFORMATION ONLY. SEE STRUCTURALGENERAL NOTES FOR REQD SOG REINF, TYP.VAPOR BARRIER,REF ARCHVAPOR BARRIER,REF ARCHVAPOR BARRIER,REF ARCHNO SCALETYPICAL OPENING IN NEW SLAB ON GRADEDETAIL2S2.03"SLAB BEYONDEDGE OF OPNG(2) #4 @ MID-DEPTHOF SLABSECTION A-APLAN3'-0" MAX1'-0" MINDIAMETER3'-0" MAX
1'-0" MIN2"RECTANGLAR ORROUND OPNG2'-0"2'-0"NOTES: 1. REF ARCH FOR VAPOR BARRIER & WATER PROTECTION @OPNGS IN SOG. 2. SEE PLAN FOR SLAB THICKNESS & REINF. 3. COORDINATE OPNGS / PENETRATIONS W/ ARCH & MEP. 4. OPNGS SMALLER THAN 1'-0" DO NOT REQUIRE REINF.VARIES,SEE PLANABVSEE PLAN
A-AA-A2'-0"1'-0"MINSTAIRS BY OTHERSSEE 1/S2.0 FORSOG DETAILT/ CONCSEE PLAN(3) #4 CONT#4 8" 8"@ 12" OC3"CLR
NO SCALENOTES: 1. SOG REINF NOT SHOWN FOR CLARITY, SEESTRUCTURAL GENERAL NOTES. 2. STAIR MFR / MEZZANINE MFR MAY SUBMITALTERNATE ANCHORAGE TO EXIST 4" SLAB.TYPICAL THICKENED SLAB AT STAIRDETAIL3S2.06" MIN
STAIR ANCHORAGE,BY STAIR MFRSEE
PLAN #3X1'-0" @ 12" OCDRILL & EPOXYINTO EXIST SOGW/ 4" EMBED, TYP4'-0"EQEQ DETAIL4S2.0NO SCALE1'-0" MINTYP EA SIDE#3X1'-2" LONG @ 18" OC,DRILL & EPOXY INTO EXISTSOG W/ 4" EMBED, MIN(2) #3 CONTT/ EXIST CONCVIFNEW PREFABTRENCH DRAIN, REFARCH & PLUMBINGEXIST SLAB TOREMAIN TYPALIGNTYPICAL TRENCH DRAINNO SCALEDETAIL5S2.0STAIR POST & BASE PL BYMEZZANINE MFR(4) 34"Ø ANCHOR RODSW/ 9" EMBED, MINEXIST SLAB TO REMAIN112"(3) #5 BOT, EW(3) #3X1'-0",DRILL & EPOXYINTO EXIST SOGW/ 4" EMBED,TYP EA SIDE1'-0"SEE PLANALIGNTYPICAL MEZZANINE POST INFILLT/ EXIST CONCVIF1'-0"SEE PLAN
T/ CONCSEE PLAN12" EXP JT MATERIALSOG, SEE PLAN(2) #5 CONT1'-0"#4 @ 24" OC2'-6"(1) #3 CONTDETAIL6S2.0NO SCALETYPICAL TURNED DOWN AT SLAB EDGENO SCALETYPICAL SLAB ON GRADE INFILLDETAIL7S2.0MATCH EXIST (4" MIN)OR 6", SEE PLAN #3x2'-0" LONG DWL @ 18" OCDRILL & EPOXY INTO EXISTSOG W/ 6" EMBEDNEW SOG, SEE PLANEXIST SOG TO REMAINEQEQ ALIGNSOG REINF, SEE STRUCTURALGENERAL NOTEST/ EXIST CONCSEE PLAN9/22/2017 2:02:42 PMG:\Project\2017\2017052.00\BS\04_DRAWINGS\02_Structural\04_AutoCAD\S2.0.dwg
D A T EPROJECT NUMBERSEPTEMBER 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
220 Olive Farm Drive
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230 310 East Sycamore Street, Suite A
Greensboro, NC 27401
o: 336.273.0083
f: 336.574.1916
www.espaarchitects.com
inspire create transformS2.0TYPICAL FOUNDATION DETAILS 9/22/2017
LAP SPLICE
LENGTH
LAP SPLICE
LENGTH, UNO
EMBEDMENT
LENGTHVERTICALREINFMASONRYWALLMINIMUM SPLICE & EMBEDMENT LENGTHSREINF IN CENTER OF CELLSBARSIZEf'm = 1500 PSI,Fs= 24,000 PSIEMBEDMENTLAP SPLICECMUSIZE8" CMU10" CMU12" CMUALL CMU#319"19"19"14"#425"25"25"18"#531"31"31"23"#657"53"53"27"#779"61"61"32"#8113"77"75"36"NO SCALESCHEDULE1S2.1MINIMUM SPLICE AND EMBEDMENTLENGTHS OF REINFORCEMENT IN CMUNO SCALETYPICAL JAMB AND END OF CMU WALLREINFORCINGNOTES: 1. PROVIDE (1) #5 VERT IN GROUTEDCELL WHERE LINTEL SCHD REQUIRES16" MIN BRG.PLAN DETAIL4S2.1(1) #5 VERTHORIZ REINF @ BONDBEAM, SEE PLANGROUT CELL SOLIDNOTE 1NO SCALETYPICAL CORNER CMU WALL REINFORCINGPLAN DETAIL5S2.1GROUT CELLS SOLIDHORIZ REINF @BOND BEAM, SEEPLANCORNER BARS TOMATCH AND MATEWITH BOND BEAMREINF30db OR 30"MIN30db OR 30"MIN(3) #5 VERTGROUT CELL SOLIDNO SCALESCHEDULE2S2.1bREINF, SEE SCHDSTIRRUPS , SEESCHDdNOTES: 1. SEE 3/S2.1 FOR LOOSE LINTEL SCHD. 2. REF ARCH FOR T/OPNGSLOAD BEARING CMU LINTEL SCHEDULEFILL W/ 2000 PSI GROUTLOAD BEARING CMU LINTEL SCHEDULEL1dREINF(BOT UNO)16"bSTIRRUPS(2) #5 T&B8"LINTEL ##4 @ 16"MIN BRG8"STEEL LOOSE LINTEL ANGLE SUPPORTING BRICKVENEERCLEAR OPENINGLOOSE LINTEL HEADER5'-1" TO 8'-0"L6x4x38 (LLV)NO SCALENOTES: 1. ALL LOOSE LINTELS SHALL BE GALVANIZED. 2. PROVIDE 8" MIN BEARING 3. REF ARCH FOR ANGLE PLACEMENT AND FLASHING. 4. LOOSE LINTEL ANGLES ARE NOT SHOWN ONSTRUCTURAL DRAWINGS. REF ARCH FOR ALLLOCATIONS OF OPENINGS REQUIRING ANGLES.SCHEDULE3S2.1LOOSE LINTEL SCHEDULENO SCALENOTES: 1. LOCATE CONTROL JOINTS AS SHOWN ONTHE DWGS, BUT NOT MORE THAN 30'-0" OC.TYPICAL CMU CONTROL JOINTPLAN DETAIL6S2.1(1) #5 MIN VERTREINF BAR EASIDE OF JTRAKE MORTARJT @ INT FACEPRE-MOLDED CJ DETAILBACKER ROD &CAULKING @ EXTFACE, REF ARCHGROUT SOLID CELLSEA SIDE OF JTPLAN, BEAMPERPENDICULAR TOWALLPLAN, BEAMPARALLEL TO WALLSECTIONELEVATIONNO SCALENOTES: 1. FILL CELLS UNDER PLATES TO TOP OF FOOTING. 2. FINGER TIGHTEN NUTS & CHECK THREADS. 3. BEARING PADS TO BE 38" x BM FLANGE WIDTH x 1'-1" LONG 70HARDNESS NEOPRENE IN ACCORDANCE WITH AASHTOSTANDARDS FOR STRUCTURAL GRADE NEOPRENE BEARING PADS. 4. EXTEND VERTICAL BARS FROM TOP OF WALL TO TOP OF FOOTING.FILL ALL CELLS CONTAINING REINF AND/OR ANCHOR BOLTS WITHGROUT. PROVIDE DOWELS FOR EACH VERTICAL BAR. DOWELS TOBE SAME SIZE AS VERTICAL BARS. 5. PROVIDE ADDITIONAL VERTICAL REINF AT 8" OC AS REQUIRED TOPROVIDE FULLY GROUTED CELLS BELOW BEARING PLATE. WALLCONTROL JOINTS MAY NOT BE LOCATED IN AREA NOTED. 6. W-SHAPE BEAM SHOWN, HSS BEAM SIMILAR.TYPICAL STEEL BEAMS BEARING ON CMU WALLSDETAIL7S2.1BEAM, SEE PLANWALL, SEE PLANCONT HORIZ WALLREINF AS SPECIFIEDEXTRA HORIZ WALLREINF 2'-0" LONGCONT HORIZ WALLREINF AS SPECIFIEDBEAMWALL(3) #5 VERT REINF @ 8" OC,UNOBEAM, SEE PLANBEARING PLATE, NOTE 3GROUT AS REQD, 3" MAX(2) 12"Øx6" EMBEDANCHOR RODS112" SLOTS58"x7 14"x1'-1"BEARING PLATE58"x6"x1'-2" BASEPLATEMIN (3) #5 VERTREINF @ 8" OC,CTRD UNDER BM(2) 12"Øx6" EMBEDANCHOR RODSGROUT AS REQDBASE PLATE,NOTE 3BEAM, SEE PLAN(2) #5 CONT1'-2"
112"112"3"3"316"4"TYP2"9"2"112"2'-0", NOTE 5714"1'-6"1'-6"CONTINUOUS BONDBEAM REINFMASONRY WALLTYP CONTROL JOINTMASTIC TAPE OR BONDBREAK MATERIAL EASIDE OF CONTROLJOINT, TYPNO SCALEDETAIL8S2.1TYPICAL BOND BEAM REINFORCING AT CONTROL JOINT9/22/2017 2:02:47 PMG:\Project\2017\2017052.00\BS\04_DRAWINGS\02_Structural\04_AutoCAD\S2.1.dwg
D A T EPROJECT NUMBERSEPTEMBER 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
220 Olive Farm Drive
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230 310 East Sycamore Street, Suite A
Greensboro, NC 27401
o: 336.273.0083
f: 336.574.1916
www.espaarchitects.com
inspire create transformS2.1TYPICAL MASONRY SCHEDULES & DETAILS 9/22/2017
34"=1'-0"SECTION1S2.2T/ CONCT/ FTGTYP TURNED DOWNSEE 6/S2.0SEE PLANSEE PLANSEE
PLAN 8" CMU WALL, SEE PLAN1'-4"#5 @ 18" OC12" EXP JT MATL(3) #5 CONTBRICK VENEER,REF ARCHPAVING, REF CIVIL &ARCH, SOG @ SIM4" CMU,GROUT SOLIDT/ PAVINGSEE CIVILSOG, SEE PLAN3" CLR3" CLR3" CLR3'-0"MIN LAP SPLICE,SEE SCHEDULEREF ARCH34"=1'-0"SECTION2S2.2NOTES: 1. FOR DETAILS SHOWN BUT NOT NOTED, SEE 1/S2.2.T/ CONCSEE PLANT/ FTGSEE PLAN4" CMU,GROUT SOLIDALIGNSOG, SEE PLAN#4X2'-6" LONG,@ 18" OC, HOOKED(1) #4 CONT8" CMU,GROUT SOLID#4 @ 18" OC W/ (2)#4 CONTGROUT SOLIDBELOW GRADENOT USED3S2.2NOT USED4S2.234"=1'-0"SECTION6S2.2SEE PLANEXIST WALL & FTGTO REMAIN12" EXP JT MATLTYP TURNED DOWN,SEE 6/S2.0SOG, SEE PLANT/ CONCSEE PLAN ALIGNNOTES: 1. EXIST FDN SHOWN IS ASSUMED, VIF.34"=1'-0"S2.2SECTION5NOTES: 1. NEW BRICK VENEER NOT DRAWN FOR CLARITY. 2. EXIST FDN SHOWN IS ASSUMED, VIF. 3. FOR DETAILS SHOWN BUT NOT NOTED, SEE 1/S2.2.EXIST WALL & FTGTO REMAIN8" CMU WALL,SEE PLAN(1) #6X3'-0" LONGDRILL & EPOXY6" INTO EXISTFTGDO NOT UNDERMINET/ EXIST CONCSEE PLAN3" MIN EXIST BRICK VENEERTO REMAINT/ FTGSEE PLAN9/22/2017 2:02:52 PMG:\Project\2017\2017052.00\BS\04_DRAWINGS\02_Structural\04_AutoCAD\S2.2.dwg
D A T EPROJECT NUMBERSEPTEMBER 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
220 Olive Farm Drive
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230 310 East Sycamore Street, Suite A
Greensboro, NC 27401
o: 336.273.0083
f: 336.574.1916
www.espaarchitects.com
inspire create transformS2.2FOUNDATION SECTIONS & DETAILS 9/22/2017
34"=1'-0"SECTION1S3.0T/ WALLREF ARCH8" CMU WALL,SEE PLANSSMR, REF ARCHPREFAB CFMF TRUSS,SEE PLANPLYWOOD DECK,SEE PLANCONT BOND BMW/ (2) #5 CONTBRICK VENEER,REF ARCH34"=1'-0"SECTION2S3.0BRICK VENEER,REF ARCH18 GA CONT BENT PLTRUSS CONNBY TRUSS MFRPLYWOOD DECK,SEE PLAN NOTESSSMR, REF ARCHCONT BOND BMW/ (2) #5 CONTPREFAB CFMF TRUSS,SEE PLAN2X NAILERS W/ 12"ØANCHOR ROD W/ 6"EMBED @ 24" OC8" CMU WALL, SEE PLANT/ WALLREF ARCHBLOCKING, REF ARCH34"=1'-0"SECTION3S3.0NOTES: 1. FOR DETAILS SHOWN BUT NOT NOTED, SEE 2/S3.0.BM, SEE PLAN2X NAILERS, REF ARCH W/(2) SIMPSON TB14755 ORAPPROVED EQ @ 12" OC,MIN, TYP34"=1'-0"SECTION4S3.0EXIST WALL TOREMAINTRUSS CONN BYTRUSS MFR18 GA CONTBENT PLPREFAB CFMF TRUSS,SEE PLANPLYWOOD DECK,SEE PLANSSMR,REF ARCHNOTES: 1. FOR DETAILS SHOWN BUT NOT NOTED, SEE 3/S3.0.NOTES: 1. PROVIDE FRAME AROUND ALL OPENINGSLARGER THAN 10"x10" (10"Ø).3'-0"MAXA-AA-A SECTION A-ATYPICAL FRAMING AROUND ROOF OPENINGSDETAIL5S3.0EXIST PURLIN18 GA CFMF BY MFR TYPOPENING SIZE AS REQD,CONTRACTOR FURNISHSIZE AND LOCATION, UNO18 GA CFMF BY MFR TYPEXIST PURLIN18 GA CLIP ANGLE & CONNBY CFMF MFREXIST Z OR C PURLINEXIST
6'-0" MAX34"=1'-0"DETAIL6S3.034"=1'-0"EXIST DECK TO REMAINAHU & CURB BY OTHERSEXIST PURLIN TO REMAINNEW 6" (MIN) 18 GA x 8'-0"LONG STUD W/ (3) #10 TEKSCREWS @ 12" OC CTRDUNDER UNIT, TYP @ EAEXIST PURLINTYPICAL PURLIN REINFORCING9/22/2017 2:02:57 PMG:\Project\2017\2017052.00\BS\04_DRAWINGS\02_Structural\04_AutoCAD\S3.0.dwg
D A T EPROJECT NUMBERSEPTEMBER 29, 20172016-039Central Carolina Community College
Auto Restoration Building Renovations
220 Olive Farm Drive
Sanford, North Carolina 27332
SCO # 16-16472-01A NCCCS # 2230 310 East Sycamore Street, Suite A
Greensboro, NC 27401
o: 336.273.0083
f: 336.574.1916
www.espaarchitects.com
inspire create transformS3.0ROOF SECTIONS & DETAILS 9/22/2017