20171060 Ver 1_2017 07-07 NCDOT Ocracoke Drawings_20170814

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GENERAL PROJECT LEGEND ARCHITECTURAL ABBREVI�TIONS
APC ACOUSTICAL PANEL C:EILING HT. HEIGHT
ADJ. ADJACENT HVAC HEATING,VENTILATION, -�'
REFERENCE NO. AFF ABOVE FINISHED FLOOR AIR CONDITIONING ��� �'
M A� AL. ALUMINUM INT. INTERIOR
A3.1 DRAWING NO. AN ANODI ED INV. L INVE TTION � ��
ATfN. ATTENUATION JT. JOINT � �`
A� BD. SOARD JUNCT. JUNCTION �� �
BIT. SITUMINOUS LAV. LAVATORY
ELEVATION BLKG. BLOCKING LP LOW POINT
A4 A4.{ A2 REFERENCE BLKT. BLANKEf MANUF. MANUFACTURER ;_
BM. BEAM MC MECHANICAL CONTRACTOR � - � ' �
BOP BOTfOM OF PLATE MH. MANHOLE ` ° �
A3 BRG. BEARING MECH. MECHANICAL � "��`L` �`'�L `" � �
CAB. CABINEf MIN. MINIMUM {�� ' �f� �" _ �
CAP. CAPACITY MO. MASONRY OPENING � `� ���14 1����' � �
��`' DENOTES EXISTIP+IG CB CATCH BASIN MTD. MOUNTED �� ''^ �
�` � CENTERLINE MTL. METAL
l �� � CONST2UCTION CLG.HT. CEILING HEIGHT NIC NOT IN CONTRACT �. �
--_-� �=_= CJ CONTROL JOINT N.T.S. NOT TO SCALE
TO BE {2EMOVEC>. CLR. CLEAR O/C ON CENTER ���
CMU CONCRETE MASONRl' UNIT OHD. OVERHEAD ��� ����
X.X NEW GI2ADE ELE:VATION COL. COLUMN OPNG. OPENING
CONC. CONCRETE PART. PARTITION
CONSTR. CONSTRUCTION PC PLUMBING CONTRACTOR
CONT. CONTINUOUS PL. PLATE
CONTR. CONTRACTOR P. PAINTED �
CT CERAMIC TILE REF. REFRIGERATOR
DWG. DRAWING REINF. REINFORCE/REINFORCEING •
EA. EACH REQD. REQUIRED
EC ELECTRICAL CONTRA(�TOR RM. ROOM
EF EXHAUST FAN RO. ROUGH OPENING
ELEC. ELECTRICAL RSW RAIL 8� STILE WOOD
K ENCL. ENCLOSURE SC. STAINED CONCREfE
EOS EDGE OF SLAB SCHED. SCHEDULE
EQ.C. EQUIPMENT CONTRA<:TOR SF SQUARE FEEf
EWC ELECTRIC WATER COULER SIM. SIMILAR
EXIST. EXISTING SPECS. SPECIFICATIONS
EXPD. EXPOSED S.S. STAINLESS STEEL
EXP.JT. EXPANSION JOINT STF� STA NED FWISH
EXT. EXTERIOR
F.D. FLOOR DRAIN STRUCT. STRUCTURE/STRUCTURAL
FDN. FOUNDATION
F.E. FIRE EXTINGUISHER SUSP. SUSPENDED
FFE FINISHED FLOOR ELEVATION TC TOP CURB
FL FLOOR TF TRANSPARENT FINISN
F.O. FACE OF TG TOP GRATE
� F.R, FIRE RATED TEMP. TEMPERED
FRP FIBERGLASS REINFORC:ED THK. THICK
POLYESTER TJ TOP OF JOIST O C R A C O K E I S LA N D� N• C•
FT FIRE RETARDANT TREA'fED TOM TOP OF MASONRY
FTG. FOOTING TOP TOP OF PLATE
FUR. FURRING TOS TOP OF SLAB
GA. GAUGE TOW TOP OF WALL (� � O I D � �� � 70 �/ n� /�
GAL. GALLON TYP. TYPICAL � h v ��
GALV. GALVANIZED T/S TOP OF STEEL �� i �
GB GRAB BAR TS TUBE STEEL
GC GENERAL CONTRACTOR U.N.O. UNLESS NOTED OTHERWISE
GL. GLASS VERT. VERTICAL
G.N. GENERAL NOTE VIF VERIFY IN FIELD
GYP.BD. GYPSUM BOARD wD. WOOD
HDW HARDWARE WDW. WINDOW
WSC WOOD SOLID CORE
H HM HOLLOW METAL WWF WELDED WIRE FABRIC
HP HIGH POINT W/ WITH
2012 APPENDIX B 2012 APPENDIX B
BUILDING CODE SUMMARY FOR ALL LIFE SAFETY SYSTEM REQUIREMENTS BUILDING CODE SUMMARY FOR ALL LIFE SAFETY SYSTEM REQUIREMENTS
COMMERCIAL PROJECTS Emergency Lighting: X NO COMMERCIAL PROJECTS Emergency Lighting: X NO
Name of Project: NCDOT OCRACOKE ISLAND PASSENGER TERMINAL Exit Signs: X NO Name of Project: NCDOT OCRACOKE ISLAND PASSENGER TERMINAL Exit Signs: X NO
Fire Alarm: X NO Fire Alann: X NO
Address: NG12, OCRACOKE, NC Address: NC-12, OCRACOKE, NC
Proposed Use: OPEN-AIR PASSENGER SHELT'ER Smoke Detection Systems: X NO Proposed Use• TOILET BLTILDING Smoke Detection Systems: X NO
Owner / Authorized Agent: NCDOT-STERLING BAKER Phone #: [phone] Email: [e-mail] Panic Hardware: X NO Owner / Authorized Agent: NCDOT-STERLING BAKER Phone #: [phone] Ernail: [e-mail] P�ic Hardware: X NO
Owned By: X STATE Owned By: X STATE LIFE SAFETY PLAN REQUIREMENTS
Code Enforcement Jurisdiction: XBSTATE LIFE SAFETY PLAN REQLTIREMENTS Code Enforcement Jurisdiction: X STATE
N/A (OPEN AIR SHELTER) Life Safety Plan Sheet #: A1.2
G LEAD DESIGN PROFESSIONAL: WSP/PARSONS BRINKERHOFF LEAD DESIGN PROFESSIONAL: WSP/PARSONS BRINKERHOFF
DESIGNER FIRM NAME LICENSE # TELEPHONE EMAIL ACCESSIBLE DWELLING UPIITS (SECTION 1107) DESIGNER FIRM NAME LICENSE # TELEPHONE EMAIL N/A Fire and/or smoke related wall locations (Chapter 7)
Architectural JKF Architecture, P.C. John Farkas, AIA NC 5922 [phone] [e-mail] N/A (OPEN AIR SHELTER) Architectural JKF Architecture, P.C. John Farkas, AIA NC 5922 [phone] [e-mail] X Assumed and real property line locatior�s
Civil WSP/Parsons Brinkerhoi�' ACCESSIBLE PARKING (SECTION 1106) Civil WSP/Parsons Brinkerhoff X Exterior wall opening area with respect to distance to assumed property lines (705.8}
Eiectrical WSP/Parsons Brinkerho±i SEE ENGINEERING SITE PLANS Electrical WSP/Parsons Brinkerhoff X Existing structures within 30' of the proposed building.
Structural Neser & Roomsberg, P.F:. Kevin Roomsberg, P.E. NC 022830 [phone] kmr@n�tivengineering.com STRUCTURAI. DESIGN Structural Neser & Roomsberg, P.E. Kevin Roomsberg, P.E. NC 022830 [phone] [e-mail] N/A Occupancy types for each area as it relates to the occupant load calculation (1004.1.1)
2012 EDITION OF 1�C CODE FOR: 8X NEW CONSTRUCTION DESIGN LOADS: 2012 EDTTION OF NC CODE FOR XBNEW CONSTRUCTION N/A Occupant loads for each area
EXISTING: X NONE Importance Factors: Wind (Iw) 1 EXISTING: X NONE N/A Exit access travel distances (1016)
CONSTRUCTED: (DATE) N/A ORIGINAL USE(S) (CH. 3): N/A Snow (Is) 1 CONSTRUCTED: (DATE) N/A ORIGINAL USE(S) (CH. 3): N/A N/A Common path of travel distances (1014.3 & 1028.8)
RENOVATED: (DATE) N!A CURRENT USE(S) (CH. 3): N/A Seismic (Ie) 1 RENOVATED: (DATE) N/A CURRENT USE(S) (CH. 3): N/A N/A Dead end lengths (1018.4)
PROPOSED USE(S) (CH. 3): PASSENGER SHELTER Live Loads: Roof 20 (PSF) PROPOSED USE(S) (CH. 3): TOILETS N/A Clear exit widths for each exit door
BASIC SUILDING DATA BASIC BUILDING DATA
Ground Snow Load: l0 (ps� N/A Maximum calculated occupant load capacity each exit door can accommodate based
F Construction Type: X N Wind Load: Basic Wind Speed 130 (mph) (ASCE-7) Construction Type: X V
Sprinklers: X NO Exposure Category C Sprinklers: X NO on egress width (1005.1)
Standpipes: X NO Wind Base Shears Vx = SK Vy =10K Standpipes: X NO N/A Actual occupant load for each exit door
Fire District: X NO Flood Hazard Area: � yEs (for MWFRS) Fire District: X NO Flood Hazard Area: � yES N/A A separate schematic plan indicating wl.iere fire rated floor/ceiling andlor roof
Building Height (feet): 15'-6" SEISMIC DESIGN �B Building Height (feet}: 9' structure is provided for purposes of occupancy separation
Gross Building Area: CATEGORY• Gross Building Area:
FLOOR EXISTING (SQ FT) NEW (SO FT) SUB-TOTAL ' FLOOR EXISTING (SO FT) NEW (� FT) SUB-7'OTAL N/A Location of doors with panic hardware (1008.1.10)
ist Floor 0 1,500 � 500 Provide the following Seismic Design Parameters: lst Floor 0 230 230
TOTAL 0 1,500 �,500 Occupancy Category (Table 1604.5) 0 II N/A Location of doors with delayed egress locks and the amount of delay (1008.1.9.7)
ALLOWABLE AREA S ectral Res onse Acceleration Ss = 12% S1 = 6% TOTAL 0 230 230 jv/A Location of doors with electromagnetic egress locks (1008.1.9.8)
p p g g ALLOWABLE AREA N�p Location of doors equipped with hold-open devices
Occupancy: Site Classification (Table 1613.5.2) x B Occupancy: N/A Location of emergency escape windows (1029)
Assembly XDA-3 Data Source: X Presumptive UT'ILITY & MISCELLANEOUS �X
Accessory Occupancies: NONE Accessory Occupancies: NONE N/A The square footage of each fire area (902)
E Incidental Uses (T'able 508.2.�: NONE Basic Structural System ❑X Building Frame Incidental Uses (Table 508.2.5): NONE N/A The square footage of each smoke comparhnent (407.4)
S ecial Uses: NONE Seismic Base Shear: Vx= 2K Vy= 2K S ecial Uses• NONE
P p • N/A Note any code exceptions or table notes that may have been utilized regarding the
Special Provisions: NONE Analysis Procedure BX Equivalent Later Force Special Provisions: NONE
Miged Occupancy: OX NO Separation: N/A Architectural, X NO Mixed Occupancy: X�NO Separation: N!A items above
Mechanical, — ACCESSIBLE DWELLING IJNITS (SECTION 1107)
STORY NO. DESCRIPTION AND US:E (A) BLDG (B) TABLE (C� AREA FOR (D) AREA FOR (E) (F) MAXIMUM Components anchored? STORY NO. DESCRIPTION AND USE (A) BLDG (B) TABLE (C} AREA FOR D AREA FOR N/A
AREA PER 503 (3) FRONTAGE SPRINKLER ALi,OWABLE BUILDING LATERAL DESIGN � WIND O (E) (� MAXIMUM ACCESSIBLE PARK�NG (SECTION 1106)
AREA PER 503 (3) FRONTAGE SPRINKLER ALLOWABLE BUILDING SEE ENGINEERING SITE PLANS
AREA (4) STORY AREA INCREASE (1) INCREASE (2) AREA OR AREA (4) STRUCTURAL DESIGN
STORY AREA INCREASE (1) INCREASE (2) AREA OR CONTROL: �'�Ep �3� DESIGN LOADS:
UNLIIvIITED (3) SOIL BEARING CAPACTI'IES:
1 OPEN-AIR PASSENGER'I`ERIl�IINAL 1,500 15,000 N!A N/A 15,000 15,000 Field Test (provide copy oftest report) (psfl 1 TOILETS 200 5,500 N/A N/A 5,500 5,500
Presumptive Bearing Capacity 1500 (ps� Importance Factors: Wind (i�') �
ALLOWABLE HEIGHT Pile Size, type, and capacity SX8 Timber, 10 Ton ALLOWABLE HEIGHT Snow (Is) 1
ALLOWABLE (TABLE 503) INCREASE FOR SHOWN ON PLANS CODE ALLOWABLE (TABLE 503) INCREASE FOR SHOWN ON PLANS CODE Seismic (Ie) 1
p SPRINKLERS REFERENCE SPRINKLERS REFERENCE Live Loads: Roof 20 (PSF)
SPECIAL INSPECTIONS XOYES Ground Snow Load• 10 (psfl
T e of Construction T N T�, N T e of Construction T e V T e V -
� N/A � �Q[JIRED: rJ�A Wind Load: Basic Wind S eed 130 (mph) (ASCE-7)
Buildin Hei ht in Feet 65 IS'-6' Buildin Hei ht in Feet 40' 9' p
Buildin Hei ht in Stories 3 N/A 1 PLUMBING FIXTURE REQUIREMENTS (TABLE 2902.1) Buildin Hei ht in Stories 1 N/A 1 Exposure Category C
FIRE PROTECTION REQUIREMEN'TS USE WATERCLOSETS U�A� LAVATORIES SHOWERS J DRINKING FOUNTAINS FIRE PROTECTION REQUIREiV1EN'I'S Wind Base Shears Vx = SK Vy =10K
MALE FEMALE MALE FEMALE 1��.E TUBS REGULAR ACCESSIBLE (for MWFRS)
BUILDING ELEMENT FIRE RATING DETAIL # DESIGN # FOR DESIGN # FOR DESIGN # BUILDING ELEMENT F1RE RATING DETAIL # DESIGN # FOR DESIGN # FOR DESIGN # •
SEPARATIO?V RATED EXISTING 1 1 O 1 1 0 1 1 SEPARATION RATED SEISMIC DESIGN �B
AND RATED FOR RATED AND RATED FOR RATED
DLSTANCE REQ'D PROVIDED (W/* SHEET # ASSEMBLY pEPdETRATION JOINTS NEW 0 0 0 0 0 0 0 0 DLSTANCE REQ'D PROVIDED (W/x SHEET # ASSEMBLY pENETRATION JOINTS CATEGORY:
(FEET) REDUCTIOl� RE UIRED 1 1 0 1 1 0 0 1 (FEET) REDUCTIOI� Provide the following Seismic Design Parameters:
Structural Frame, including HT HT Structural Frame, including 0 0 Occupancy Category (Table 1604.5) � II
columns, girders, trusses columns, girders, trusses Spectral Response Acceleration Ss = 12%g SI = 6%g
NOTE: 214 TOTAL OCCUPANTS Site Classification (Table 1613.5.2) 8 B
Bearin Walls 107 MALE: 1 WATERCLOSET, 1 LAVATORY REQUIRED FOR MAL.ES Bearin Walls Data Sowce• X presumptive
C Exterior 107 FEMALE: 1 WATERCLOSET, 1 LAVATORY REQUIRED FOR FEMALES Exterior �
North N/A N/A N/A 2(HI-LO) DRINKING FOLTNTAINS PROVIDED. North X>_ 30 0 0 Basic Structura] System XOBuilding Frame
East N/A N/A N/A EXISTING RESTROOMS AT NATIONAL PARK SERVICE BUILDING MEET THIS REQLTIREMENT. East X>_ 30 0 0 Seismic Base Shear: Vx= 2K Vy= 2K
West N/A N/A N/A West X>_ 30 0 0 Analysis Procedure X Equivalent Later Force
SPECIAL APPROVALS
South N/A N/A N/A South 5 5 X_< 10 1 Architectural, X NO
Interior N/A N/A N/A Special approval: NC STATE CONSTRUCTION OFFICE Interior N/A N/A N/A
Mechanical,
Nonbearing Walls and ENERGY SiJMMARY Nonbearing Walls and Components anchored?
Partitions N/A (OPEN AIR STRUCTURE) Partitions LATERAL DESIGN X� WIND
Exterior Exterior CONTROL:
North N/A N/A N/A SEE PLUMBING, MECHANICAL, AND ELECT'RICAL DRAWINGS FOR RESPECTIVE ENERGY CODE SUMMARIES North N/A N/A N/A SOIL BEARING CAPACITIES:
East N/A N/A N/A East N/A N/A N/A Pield Test (provide copy of test report) (ps fl
West N/A N/A N/A West N/A N/A N/A Presumptive Bearing Capacity 1500 (psfj
B South N/A N/A N/A South N!A N/A N/A Pile Size, type, and capacity 1 UX10 Timber, 15 Ton
Interior N/A N/A N/A Interior N/A N/A N/A
SPECIAL INSPECTIONS
Floor Construction, including N/A N!A Floor Construction, including 0 0 REQUIRED• XO YES
supporting beams and joists supporting beams and joists �
PLUMBING FIXTURE REQUIREMENTS (TABLE 2902.1)
Roof Constnzction, including HT HT Roof Construction, including 0 0 USE WATERCLOSETS Uxn�'ALS LAVATORIES SHOWERS/ DRINKING FOUNTAINS
supporting beams and joists supporting beams and joists MALE FEMALE MALE FEMALE MnLE TUBS REGULAR ACCESSIBLE
Shaft Enclosures - Exit N/A N/A Shaft Enclosures - Exit N/A N/A � EXISTING 1 1 0 1 1 0 1 1
NEW 1 1 0 1 1 0 1 1
Shaft Enclosures - Other N/A N/A
Shaft Enclosures - Other A N A RE UIRED 1 1 0 1 1 0 1 1
Corridor Separation N/A N/A Corridor Separation N/A N/A SPECIAL APPROVALS
Occupancy Separation N/A N/A Occupancy Separation N/A N/A Special approval: NC STATE CONSTRUCTION OFFICE
ENERGY SUMMARY
Party / Fire Wali Separation N/A N/A Party / Fire Wall Separation N/A N/A N/A - BLTILDING DOES NOT HAVE CONDITIONED SPACE
A Smoke Barrier Separation N/A N/A Smoke Barrier Separation N/A N/A MECHANICAL AND ELECTRICAL DENERGY CODE SUMMARIES - N/A
Tenant Separation N/A N/A Tenant Separation N/A N/A BUILDING CODE SUMMAf�IES
Incidental Use Separation N/A N/A Incidental Use Separation N/A N/A A15
N.T.S.
* Indicate section number permitting reduction * Indicate section number permitting reduction
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MATERIALS KEYING LEGEND
DRAWING INDEX:
civi�
C100 EXISTING CONDITIONS
C101 DEMOLITION
C 102 SITE LAYOUT
C200 DEfAILS
C201 SITE GRADING
C202 PAVEMENT MARKING
ARCHITECTURAL
A0.0 LEGENDS; SYMBOLS, 8� ABBREVIATIONS,
SPl.I SITE PLAN
A1.1 FLOOR PLAN
A1.2 RESTROOM BUILDING FLOOR PLAN, BUILDING
SECTIONS 8� ELEVATIONS
A1.3 ROOF PLAN
A1.4 FRAMING PLANS
A1.5 RESTROOM BUILDING PLUMBING 8� ELECTRICAL
FLOOR PLANS & NOTES
A2.1 ELEVATIONS
A2.2 SECTIONS
A3.1 WALL SECTIONS 8� DETAILS
A3.2 ELEVATIONS 8� DETAILS
A5.1 REFLECTED CEILING PLAN
STRUCTUR�L
Sl .1 TYPICAL HEAVY TIMBER CONNECTION DECAILS
I GENERAL NOTES
I KEY PLAN
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NCDOT OCf�ACOKE
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DRAWING TRLE B
LEGENDS, SYMBOLS,
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SCALE DRAWING NO
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DATE
5-I-2017
PROJEC7 NO.
2016-26
CQ COPYRIGHi, JKF ARCHITECTURE PC, JOHN K. FARKAS, AIA

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GENERAL NOT�S
Developments wE�icE� will tak� pEace vr�ithin the limits of the 10C
year floodplain at elevation 6'-0" is clesigned in accordar�ce
with the requirements af Executive Or�er No. 123 - Uniform
Floodplain Management Policy.
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PLUMBING FIXTURE SPECIFICATIONS:
WATER CLOSEfS: PROVIDE ASME A1 12.19.2 FLOOR MOUNTED, FLOOR OUTLET, CLOSE
COUPLED 1.6 GPF GRAVITY TANK, SIPHON JE( BOWL, WHITE, ELONGATED RIM, VITREOUS
CHINA. PROVIDE CHROME-PLATED-COPPER TUBE MATCHING WATER-SUPPLY PiPING SIZE.
INCLUDE CHROME-PLATED WALL FLANGE. PROVIDE CHROME-PLATED-BRASS, ONE-QUARTER
TURN, BALL-TYPE OR COMPRESSION STOP WITH INLET CONNECTION MATCHING WATER SUPPLY
PIPING TYPE AND SIZE. PROVIDE IAPMO/ANSI Z124.5. PLASTIC, ELONGATED RIM, OPEN FRONT,
WHITE TOILET SEAT. NO SEAT COVER REQUIRED. PROVIDE WASTE AND VENT.
HANDICAPPED FIXTURE MOUNTING HEIGHT AND APPURTENANCES SHALL BE IN
ACCORDANCE WITH ADA ACCESSIBILITY STANDARD.
LAVATORIES: PROViDE ASME A1 12.19.2 WHITE VITREOUS CHINA WALL HUNG LAVATORIES WITH
ASME A 112.6.1 M CONCEALED ARM CARRIER SUPPORT, WITH MINIMUM DIMENSIONS OF 25
INCHES WIDE BY 20 INCHES FRONT TO REAR AND 4" DEEP. PROVIDE MANUAL FAUCEf.
PROVIDE WITH AERATOR, ADJUSTABLE P-TRAPS, AND PERFORATED GRID STRAINERS OR POP-UP
DRAIN FITTINGS. HANDICAPPED FIXTURE MOUNTING HEIGHT AND APPURTENANCES SHALL BE
IN ACCORDANCE WITH ADA ACCESSIBILITY STANDARD. PROVIDE ASME Al 12.18.1 HEAVY
DUTY, CAST BRASS BODY, CHROME FINISH, MEiERING LAVATORY FAUCEf, KNOB TYPE HANDLE,
SINGLE HOLE MOUNT, ADJUSTABLE FLOW TIME AND WITH 0.5 GPM VANDAL RESISTANT
AERATOR. FAUCET CONSTRUCTED FROM BRASS, PLATED IN STANDARD POLISHED CHROME
FINISH.
DRINKING FOUNTAINS: PROVIDE ASME Al 12.19.3 STAINLESS STEEL, WALL MOUNTED, HI-LCJ
TYPE, BUBBLER STYLE, ROUND RECEPTOR WITH MAXIMUM 0.5 GPM WATER FLOW AND PUSH
BUTTON CONTROLS. HANDICAPPED FIXTURE MOUNTING HEIGHT AND APPURTENANCES SHALL
BE IN ACCORDANCE WITH ADA ACCESSIBILITY STANDARD.
PLUMBING GENERAL NOTES:
l. INSTALL PLUMBING PER 2012 NC PLUMBING CODE.
2. PROVIDE BALL TYPE, BRONZE, SHUT OFF VALVES AND ISOLATION VALVES FOR EVERY
COLD WATER BRANCH AND PLUMBING FIXI'URE IN ACCORDANCE WITH LOCAL CODE.
3. PROVIDE FLOOR AND WALL CLEANOUTS IN ACCORDANCE WITH LOCAL CODE.
4. ALL VALVES SHALL BE ACCESSIBLE. ALL FIXTURES SHALL HAVE ADEQUATE MAINTENANCE
ACCESS SPACE.
5. RENDER ANY PASSAGE OF PIPING THROUGH OUTSIDE WALLS, FLOOR AND ROOF
PERMANENTLY WATERTIGHT.
6. PROVIDE SUPPORTS, CARRIERS, CLAMPS AND ALL OTHER MATERIALS TO INSTALL
FIXTURES PER MANUFACTURER'S RECOMMENDATIONS.
7. ROUTE ALL PIPING UNDER FLOOR AND CONNECT TO FIXTURES THROUGH 4" STUD WALLS.
SUPPORT PIPING FROM UNDERFLOOR JOISTS.
8. TERMINATE VENT-THROUGN-ROOF ONE FOOT ABOVE THE ROOF.
9. WATER PIPING SHALL BE ASTM B 88, HARD COPPER, TYPE L WITH ASME B16.22 OR ASME
B16.18 SOLDER-JOINT FITTINGS.
10. SANITARY WASTE AND VENT PIPING SHALL BE ASTM D 2665 SOLID WALL PVC SCHEDULE
40 WITH ASTM D 2665, MADE TO ASTM D 3311 PVC SOCKET FITfINGS AND ASTM F 656
ADHESIVE PRIMER AND ASTM D 2564 SOLVENT CEMENT.
ELECTRICAL NOTES:
l. COMPLY WITH NECA 1-2015; STANDARD FOR GOOD WORKMANSHIP IN ELECTRICAL
CONSTRUCTION.
2. COMPLY WITH NFPA-70-2Q14; NATIONAL ELECTRICAL CODE.
3. CONDUCTOR: XHHW-2; STRANDED-COPPER
4. UNDERGROUND CONDUIT: SCNEDULE 80 PVC
BURIAL DEPTH: 24" MAX(MUM
DIAMETER: 1", UNLESS NOTED
5. CONCEALED CONDUIT: GALVANIZED EMT
DIAMETER: 3/4", UNLESS NOTED
6. MOTION SENSOR: 120 VOLT, PASSIVE-INFRARED, OCCUPANCY SENSOR CEILING SWITCH;
LOAD RATING: 800 WATTS LtGHTING/1 /4 HP MOTOR. ENVIRONMENTAL: -4 THRU 160
DEGF/ HIGH HUMIDITY. SWITCH SINK LUMINAIRE AND FAN. SET OFF-DELAY TO NO LESS
THAN 15 MINUTES. MOUNT ON CEILING.
STYLE: CMR 9 LT BY ACUITY.
7. LUMINAIRE: WALL-MOUNT LED INSTITUTIONAL 8X48 STRIP
EMITTER: 5000 LUMENS/4000 CCT
ENCLOSURE: DAMP LOCATION-RATED W/ PEARLESCENT LENS ELECTRICAL: 120 VOLTS
STYLE: MLHA8S B48-E48-R-LG-PP-1-45L40K-DCC-1-120-DL BY KENALL MFG.
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DATE
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PROJECT NO.
2016-26
i COPYRIGHT, JKF ARCHfTECTURE PC, JOHN K. FARKAS, AIA

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o�N K. Fqh,�r
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� ��Z��
5922
���inN ARCHITECTURE c
b25 LYNNDALE CT., SUITE F, GREENVILLE, NC 27858 252-355-1068
NCDOT OCf�ACOKE
ISLAND PASSENGER
TE(2MiNAL
OCRACOKE ISLAND, NC
DRAWING TRLE B
ELEVATIONS
SCALE DRAWING NO
1/4" = I'-O"
DRAWN
MGZ, CEL
CHECKED
JKF A 2 �, A
DATE
5-I-2017
PROJECT NO.
2016-26
CQ COPYRIGHT, JKF ARCHITECTURE PC. JOHN K. FARKAS, AIA

MATERIALS KEYING LEGEND
M
I L
K
1 J
H
GENERAL NOTES
G
� ��T�, _��
1 F
i E
SCO ID # 17-17066-01 A
D
NO REVISION DATE
SEl+L
o�� K. Fq�,�'
, \�,��RED AR�y' -�s
� �► Iu��� �
5922
�,�, � ARCHITECTURE �
625 LYNNDALE CT., SUITE F, GREENYILLE, NC 27858 252-355-1068
NCDOT OCf2ACOK�
ISLAND PASSENG�f�
TEI2MINAL
OCRACOKE ISLAND, NC
DRAWING TITLE B
BUILDING SECTIONS
SCALE DRAWING NO
I/4" = I'-O°
DRAWN
MCZ, CEL
CHECKED
�KF A2.2 A
DATE
5-I-2017
PROJECT NO.
2016-26
CQ COPYRIGHT, JKF ARCHffECTURE PC, JOHN K. FARKAS, AIA

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
2._�. 2._�e
I 2X6 �OISTS
2�_6• EACN CONNECT ON TO TOP PLATE�
ALL OTNER LOC TIONS SiMPSON
M ASPNALT SNINGLES STRONG-TIE I-12. A.
WITNIN 3'-O" OF UILDING COI2NERS
SELF-ADNERING (2) SIMPSON ST2 NG-TIE I-12.5A
IROOF MEMBRANE ASPNALT SNINGLES _ _ _ _ _ _ _ _ _ _ _
�--- 2X6 T�G DECK SELF-ADNEf21NG 8-� ��2 �— -� 8-O I/2"
4XI0 TIMBEI2 RIDGE 4XI0 TIMBER RIDGE-� ROOF MEMBRANE
METAL DRIP EDGE
2X6 T�G DECK
(2) ZX8 + I/2" I-IEADEf2
TIMBER TRUSS
�
L , P.T. IX4 TI21M
P.T. IX5 BLOCKING � �° O � O �° � WOOD LAD O
i �o �o IX4 Tf21M �
P.T. WOOD TRIM INSECT SCREEN � O � O OO � W NDOW �
NOLLOW METAL DOOR \ 1X4 TI21M
� FRAME
P.T. 2X8 BLOCKING oO OO
4X8 TIMBER 3/4" PLYWOOD
BUILDING PAPER \
P.T. WOOD LOUVER P.T. WOOD _ � � P.T. IX4 TRIM
K METAL FLASNING LOUVEI2 � �
'' i� i
�' ii
� i
i� ��
P.T. 2X BLOCKING � �
( /
' i 2X BLOCKING
, -�
� �-
--------- ) =,�,
�
�
� �
i
J
ATCN EXISTING
DETAIL J4 DETAIL �8 ADJACENT
I I/2" = I'-O' I U2" = I'-O' P.T. 2X8 J IST
I __ F.F. DATUM � _ _ F.F. DATUM
2'-6" 2'-6" i
i
S.S. JOIST �'
H ' NANGERS —
ASPNALT SNINGLES � ASPNALT SNINGLES �5A �a EXISTING WOOD O �
i
� BEAM p O
SELF-ADNERING SELF-ADNERING � O
ROOF MEMBt�ANE I f200F MEMBf2ANE
2X6 T�G DECK ' � 2X6 T�G DECK I° MIN.
TIMBER TRUSS TIMBER TRUSS
i �° °� �o �
G O O � �
I Qo � � �
O WALL SECTION G12 � SEE WALL SECTION AI5 WALL SECTION G15
� �. -� ' � SEE WALL SECTION AI5
T.O.B. '`` _ �` `�- _ _ _ _ T O B _ FOR TYP. NOTES 3/4' = 1'-0' FOR TYP. NOTES 3/4' = I'-O'
- �2�-4 v2 �— - - - = �- - - - -p—�- � - —� i2�-4 �i2-
i
� � °0 0° i
w, -- - � � °� �° _ � 2''4"
- -_---_ �-- ---__. METAL D21P E� E� INS OAT ON ASPNALT SNINGLES
- � EDGE P.T. WOOD NANDRAIL SELF-ADNERED 120 F MEMBRANE
F I � � BELOW 12AFTERS 3/4" APA EXTERIOR EXPOSURE
4X8 TIMBER � � CLASSIFICATION Q OF SNEATNING
6X8 TIMBER -�--� —� I �-6X8 TIMBER � � 5/4" CEDA2 CONT. 2X CONT. 2X
BLOCKING I2 CLOSURE
METAL DRIP � � a 4
EDGE � I I —�8'-OPI/2" -
i
4X8 TIMBER IOXlO TIMBER PILE I I � IOXIO TIMBER PILE IOXIO TIMBER PILE SIMPSON
STRONG-TIE SPI METAL DRIP
�
� STUD TO TOP EDGE
----- PLATE (2) 2X6 TOP P.T. 2X8
I _ _ _ _ _ CONNECTION. PLATE FASCIA
E I/2" PLYWOOD
DETAIL AT T�U�S/COLUMN DETAIL AT TRUSS/COLUMN PLAN DETAIL SOFFIT BOAI2D
� 15l32" TI-1 1 APA SNEATNING,
i v2• � r_o. E4 i v2• = r-o• E8 i v2• a r-o- �
� EXTERIOR EXPOSURE
�� CLASSIFICATION. MATCN EXISTING
�� ADJACENT. IOD NAILS 12" O.C.,
I ' � 6" O.C. AT EDGES.
� 2�-6^
i , � I 6X8 TIMBER __�- l2-19 BATT INSULATION
p � � 2'-6' 2X6 AT 16" O.C.
i i �
' ' ,' BUILDING WRAP
� � ,
� , � � ,
, ; ��' 3/4"X8" NORIZONTAL CEDAR
! ' � BOARDS
� T.O.B. �
i , i ASPNALT SNINGLES 10'-8 3/�- i
P.T. 2Xb ' ; , , - - - - - - 12XI2 CERAMIC TILE ON
� � ; SELF-ADNERING WATERPROOF MEMBRANE.
� � ROOF MEMBRANE
P.T. 2X4 � , � � SIMPSON STRONG-TIE NIOS
i i 2X6 T�G DECK FROM 2XI0 JOIST TO SIDE OF
I I
, , EXISTING 2X8 AT EAC{-a �OIST
C ; i i 6X8 TIMBER 6X8 TIMBER i ALONG PERIMETER WALLS IN
i i N-S DIRECTION.
� i i
i I i IOXIO TIMBER PILE 5/8" P.T. 2X6 P.T. SOLE PLATE
4X8 TIMBER PLYWOOD
i i i i FLOORING (2) 2XI0 NEADER
� i i i 3/4"
'm
i I i PLYWOOD _ _
T.O.B. F.F. DATUM
i i - - - - - - - - - -�- �2.--4 I/2" - — i SUBFLOOR - —�
� � SIMPSON STRONG-TIE LTP4 AT
� � � 16" O.C. PLATE TO RIM
i I i CONNECTION
i i
B P.T. 2X2 i ' i METAL DRIP �
� i EDGE — _ T•�•B�y._ _ _ _ _ _ - P.T. IX4 TRIM
; i 8 -� ��4� NSUOLATION + + -
(3) P.T. 2XI2 P.T. 27/32' ( / )
P.T. 2X4 ; � i 4X8 TIMBE2 � 2XI0 JOISTS PLYWOOD. NOTCN AS REQ'D
' � 3X8 TIMBEi2 TO INSTALL NURRICANE TIES.
AT 16" O.C.
� � 6X8 TIMBER P.T. 518" EXISTING STRUCTURE
6X6 CENTER i , � ' PLYWOOD (VERIFY)
POST BEYOND ' � �
i � � �-iOXiO TIMBEI2 PILE i i
i S.S. POST
NEW TOP OF �t i i � STANDOFF
SLAB ELEV. O'-O" �
A (ELEV. 3.0, SEE SPI.I)
� � ' DETAIL A4 DETAiL A8 D�TAIL Al2 WALL SECTION A15
a � � e
°� a � i v2• = r-o• i v2• n r-o i v2� = r-o 3/4• - r-o•
I I
_ � � �
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
I MATERIALS KEYING LEGEND
GENERAL NOTES
I. PROVIDE CLEAR-COAT SEALER (2 COATS) 4N
ALL EXPOSED WOOD ON RESTROOM BUILDINC-
f2AMPS, RAILS, TIMBER FRAMING, � WOOD
SURFACES.
2. PROVIDE SOUTNERN PINE NO. 2 MIN. FRAMING
FOR RESTROOM BUILDING.
3. ALL FASTENERS TO BE STAINLESS STEEL.
4. PLUG � CAULK ALL FASTENERS.
5. PAINT ALL EXPOSED BRACKETS. PLATES,
BOLTS, ETC.
IC ' _ ►1
i SCO ID # 17-17066-01 A
M
L
K
J
H
G
F
E
D
NO REVISION DATE
SEAL
�N K. FqR
�����R�' `��y/�f'9cS�
�� ���
5922
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� ' ARCHITECTURE �
I
625 LYNNDALE CT., SUITE F, GREENVILLE, NC 27858 252-355-1068
NCDOT OC(�ACOKE
ISLAND PASSENG�R
TE�MINAL
OCRACOKE ISLAND, NC
DRAWING T(fLE B
WALL SECTIONS � DETAILS
SCALE DRRWING NO
AS NOTED
DRA W N
MCZ, CEL
CHECKED ^ • �
JKF �_,\ � A
DATE
5-I-2017
PROJECT NO.
2016-26
CCi COPYRIGHT. JKF ARCHITECTURE PC, JOHN K. FARKAS, AIA

M i
L 1
K I
J I
H I
G I
F !
E 1
D 1
B 1
A 1
2
3
c " ^cT�D CONCRETE
IPPORT
� � .-,�� ���.,., .� � `��
AD�USTABLE GLIDES
(TYPJ
4 I 5 I 6 I 7
C A/�CTCI'1 /�l1A 1/�nCTG IAI/"1!'1r1 CI A T CC A T
ADJUSTABLE GLIDES
(TYPJ
PR4VIDE NEW 21"D X 80'W X 23"N EXTERIOR BACKLESS BENCN
WITN MANUFACTUi?ER'S STANDARD MARINE-GRADE NARDWOOD
SLAT SEAT ON FACETED CONCRETE END SUPPORTS AND
POWDER COATED ALUMINUM COMPONENTS. Pf20VIDE
PI2E-INSTALLED STAINLESS STEEL ADJUSTABLE GLIDES IN
CONCRETE SUPPORTS AND (2) 1/4" TNICK 304 STAINLESS STEEL
TABS PE2 BENCN FOR SURFACE-MOUNTED INSTALLATION.
PROVIDE A MINIMUM OF FOUR (4) STONE COLORS FOR
SELECTION BY ARCNITECT. METAL COMPONENTS TO NAVE A BENCN DETAIL
RUST INNIBITOR PRIMER AND TNERMOSETTING POLYESTER �. � �,_�. K7
POWDER COAT TOPCOAT. COLOR AS SELECTED BY ARCNITECT
FROM MANUFACTURER'S FULL RANGE.
NEW ^ T �"�
NEW P.T. 4�
NEW P.T. 2;
EXISTING 2Xb
DECKING
EXISiING
FRAMING
� NOTE� DIMENSIONS +/-. VERIFY IN FIELD TO
MATCN EXISTING AD.IACENT.
DETAIL p�
'• a',�0•
8
I 9 I 10 I 11
2`-O" DIA.
�._��
5 REBAR X I/-6'
�N DIRECTION CTYP.)
DETAIL K I I
i• a r-o�
12
P.T. 2X2
P.T. 4X6 �
P.T. 4X6 AT
8'-O' O.C.
4" POROUS FILL
13
S.S. LAG SCREW
P.T. 4X4
2X6 DECK TO
MATCN EXISTING.
6'-O"
P.T. 2X8
P.T. 2X4
P.T. 2X6. MATCN PROFILE
TO EXISTING ADJACENT
P.T. 2X3
P.T. 2X6
P.T. 6X6 POST
P.T. IX4
P.T. 2X6
P.T. IX4
2X6 DECK TO
MATCN EXISTING.
14
S.S. SCREW
3 PER DECK
BOARD ,�
P.T. 2X8 AT
14" O.C.
P.T. 2X8
I"
p o 0 0 0
�-2 5/8°� TNRU BOLT W/ SIMPSON N2.5A-SS (TYP.)
OGEE WASNER (TYP.)
� � � � �
� � � � � �
� � � � � �
� � � � � �
i � � I I �
I ��, � I I ��
� �___� � � � ---
I L - � I I �---
L — _
� � �
I I I
I I I
I I I
L---------J �------
D�TAIL p I 1
�^ Q �e_O•
NO. 5 12EBAR X I/-6"
EACN DIRECTION (TYP.)
4
6
9
13
15
QETAIL K{5
r � r-o•
I I
I I
I I
�-----------J
DETAIL Dl5
i. a r_o.
f�AMP ELEVATION A15
V2' = I._O.
14 15
1 MATERIALS KEYING LEGEND
GENERAL NOTES
I. ALL FASTENERS TO BE STAINLESS STEEL.
2. PLUG � CAULK ALL FASTENEf2S.
3. PAINT ALL EXPOSED BRACKETS, PLATES,
BOLTS, ETC.
�11�'[,�;1►
I SCO ID # 17-17066-01 A
I M
I L
I K
I J
I H
I G
I F
i E
—1 D
NO REVISION DATE
SEAL
�N K. FqR
,����RF9 ARcy/�'9CP
�� �� f�►�•
5922
�
�, • ARCHITECTURE �
625 LYNNDALE CT., SUITE F, GREENVILLE, NC 27858 252-355-1068
NCDOT OC(2ACOKE
ISLAND PASSENGER
TEI2MINAL
OCRACOKE ISLAND, NC
DRAW ING TRLE B
ELEVATIONS � DETAILS
SCALE DRAWING NO
AS NOTED
DRAW N
MCZ, CEL
CHECKED n • ^
j� � � A
�KF
DATE
5-I-2017
PROJECT NO.
2016-26
QC COPYRIGHT, JKF ARCHRECTURE PC, JOHN K. FARKAS, AIA

MATERIALS KEYING LEGEND
M
I L
K
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4. p , •o��ssrp;�., i2•.
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: 1887� ���
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��c.� R! �� L
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v
GENERAL NOTES
J
H
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KEY PLAN
1 F
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SCO ID # 17-17066-01 A
D
NO REVISION DATE
s��
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5922
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625 LYNNDALE CT.. SUITE F, GREENVILLE, NC 27858 252-355-1068
NCDOT OC�ACOKE
ISLAND PASSENG�I�
TE(�MINAL
OCRACOKE ISLAND, NC
DRAWING TflLE B
REFLECTED CEILING PLAN
SCALE DRAWING NO
I/4" = I'-O"
DRAWN
MCZ, CEL
CHECKED ^ � , �
�KF � �
�` . �\ a
DATE
5-I-2017
PROJECT NO.
2016-26
) COPYRIGHT, JKF ARCHITECTURE PC, JONN K. PARKAS, AIA

M
SIMPSON ML26 ANGLE,
EACH SIDE, EACH FACE
6x8 RAFTER �
L
J
H
G
F
L
SIMPSON ML2�
EACH SIDE, E�
4x8
�.:
2 � 3 � 4 � 5 I 6
Y" FRAMING PLATES, EACH
SIDE W/ Y"� THRU BOLTS IN
CONFIGURATION AS SHOWN.—
1� �
12
�4
TYPICAL T-1 TRUSS DIAGRAM ,�
1 /4" = 1 '-0"
SECTION
3/4" = 1'-0"
D6
S1.1
SIMPSON ML26 ANGLE,
EACH SIDE, EACH FACE
(2) _ 34,
�
EA. SIDE
SADDLE �
THRU BO
THRU
SECTION
3/4" = 1'-0"
6x8 TIMBER RA�fE�
(1) SIMPSON SDW+
15600 TRUSS SC�
j�.;;rj\I `-6x8 TIMBER
�,,` ,,' �
,��
(3) SIMPSON SDWC
�x8 15600 TRUSS SCREWS
6x8 TIMBER
7
8
SLOPED AND SKEWED PLATES
FOR HIP BEAM AND TRUSS T-3
TOP CHORD CONNECTION.
SIMPSON ML26 ANGLE, � 2
EACH SIDE, EACH FACE 4�
6x8 RAF-f ER � � �
TRUSS TOP
CHORD
TRUSS BOTTOM
CHORD
Y" STEEL
>x8 TIMBER BEAM
fIMBER COLUMN
SIMPSON SDWC
i00 TRUSS SCREWS
��� TIMBER
BEAM
G4
4x8 S1.1
�
G7
S1.1
TYPICAL T-2 TRUSS DIAGRAM
1/4" = 1'-0"
�" x 3�" x 0'-4Y"
FRAMING ANGLE.
10" x 10" TIMBER
COLUMN
TYPICAL 3x8 TO COLUMN CONNECTION
3/4" = 1'-0"
HIP RAF7E
ATTAC H T�
BEAM PEF
DETAIL D4
9,
3
, 10'-0"
10
4
—C.L. TRUSS T-3
6x8 RAFTER
� __ . e --I 4
� � 5 --���'4`� �
�2 1/s 1/s' 12
� Y �P
CONNECTION
2-Y"�X:,,
2
LONG LAG SC
2 _ Y „�
THRU BOLTS.
MITER BEAMS AT
CORNERS OVER
COLUMN,
� ' 1 - 9Y" COL. WIDTH
�
Y" FRAMING PLATES, EACH SIDE OF BEAMS
AND COLUMN, W/ Y"� THRU BOLTS.
SECTION
3/4" = 1'-0"
�8
0" TIMBER
6x8 TOP �
2 - %"�
12 ( 13 I 14 I
B RIDGE BEAM
E SIMPSON ML26 ANGLE,
EACH S1DE.
C.L. TRUSS T-2 4x8 TIMBER
�� FOR LOUVER REFER TO
� ARCH. DWGS.
� a,
TRUSS T-2 � 4
MEMBERS �
1 16' 12
TYPICAL T-3 TRUSS DIAGRAM
1/4" = 1'-0"
r. 1if�1 -ri �r-.i �
,;
n..�n �in��
ACH SIDE
J BOLTS (TYP.)
TYPICAL RIDGE CONNECTION AT TRUSS
15
� CHORD
BRACKET
1 " = 1'-0„ v i .�
6>� (2) - Y" x�" LAG BOLT, EACH SIDE
OF SPLICE. (AT EXTERIOR FACE)
4x8
O,
^ N �
�i
� O � O
�
LOCATE SPLICE AT CENTER OF
RAFTER BEYOND.
TYPICAL SPLICE DETAIL AT CONTINUOUS f-ASCIA MEMBER
1" = 1'—p>,
Y" BENT SADDLE HANGER.1�y I I�Y �
A13 NOTCH TOP OF BEAM TO FLUSH WITH
TOP OF PLATE
TYPICAL RAFTER TO BEAM CONNECTION SECTION TYPICAL BEAM AND HIP RAFTER CONNECTION AT COLUMN s�.� '
„ , „ D1� „
3/4" = 1'—Q"
D
c
�
D 4 3/4°° _�°-o°� D 6 1 = 1-0
Y PLATE EACH
SIDE OF RAFTER
MATERIALS KEYING LEGEND
GENERAL NOTES
KEY PLAN
SCO ID # 17-17067-01A
M
I L
I K
I H
I G
I F
I E
.—I D
� -- � NO REVISION DATE
� � SEAL
TIMBER PILE NOTES: TIMBER CONNECTION NOTES: � '''",,,,cARo'',,,,.,
„ � ;,..��o��N,,,,,,,,,,,��ti -.
� EXPANSION 1. FOUNDATIONS HAVE BEEN DESIGNED BASED ON 1. REFER TO SPECIFICATIONS FOR PRESERVATIVE TREATMENT, MINIMUM 6, PLATE ASSEMBLIES SHALL BE SHOP FABRICATED WITH :�:� Hq:''==-
CONCRETE SLAB JOINT MATERIAL THE SOIL BORINGS AND GEOTECHNICAL ENGINEERING MATERIAL PROPERTIES, DESIGN CRITERIA AND SUBMITTAL REQUIREMENTS. %" FILLET WELDS ALL AROUND (TYP UNLESS OTHERWISE NOTED). 3Y» ' e �"= �_
REPORT PREPARED BY ESP ASSOCIATES, P.A. PROJECT SADDLE CONNECTIONS TO COLUMNS MAY BE FIELD WELDED TO - 22s3o .=
;.� a ` 4°� .. � N0. E4-FN65.300 DATED APRIL 13, 2017. 2. REFER TO RELEVANT SECTIONS AND ARCHITECTURAL DETAILS FOR ACCOMMODATE PILE DRIVING TOLERANCES. ��= �•(Z. � -
�� `;:
111-111-111 Ii1-111-111 TRUSS DIMENSIONS, ELEVATIONS, WORKING POINTS, ETC. , 6x8 RA�ER 6x8 RAFTER �'�``��%''��N�!,N�,��'��`��', T RE c
—111_III_ _III_ill— 2. THE STRUCTURE SHALL BE FOUNDED ON 7; WOOD TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING .,,,, ,y R�Ms,,,. ARCHITEC U
z 10�X10" SOUTHERN PINE N0. 1 TIMBER PILES WITH APPLIED LOADS IN ADDITION TO THE DEAD LOAD OF THE WOOD 4x10 RIDGE
� THE FOLLOWING ULTIMATE CAPACITIES: 3. IN ACCORDANCE WITH THE SPECIFICATIONS, THE TRUSSES AND TRUSS SYSTEM. WIND LOADS, SNOW LOADS AND LOAD TYPICAL RAFTER T CONNECTION TO RIDGE BEAM P.O.BOX20662 GREENVILLE.NC27858 PHONE[phone]
� ASSOCIATED ROOF FRAMING MEMBERS AND CONNECTIONS SHALL BE COMBINATIONS SHALL BE PER THE NORTH CAROLINA BUILDING
10"x10" TREATED w COMPRESSION: 30K ULTIMATE (12 K ALLOWABLE) DESIGNED TO WITHSTAND THE DEAD, LIVE AND WIND LOADS INDICATED CODE 2012 EDITION AND ASCE7-05 3/4" _ �'-o" C 1 5 NCDOT OCRACOKE
TIMBER PILE �,_, TENSION: 11 K ULTIMATE (4.5K ALLOWABLE) BELOW. SHOP DRAWINGS SHALL BE PREPARED BY A PROFESSIONAL „n „ ISLAND PASSENGE4�
� ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA. INCLUDE TOP CHORD DEAD LOAD: 10 PSF Y4" BENT SADDLE HANGER. l�Y I I �y � TEI�MINAL
� 3. BASE BIDS ON PROVIDING, 20' LONG TEST PILE DESIGN LOADINGS, CALCULATIONS, DESIGN DATA, AND REACTIONS. TOp CHORD LIVE LOAD: 2Q PSF � p�� NOTCH TOP OF BEAM TO FLUSH WITH NATTERAS ISLAND, tvc
�- CONSIDER SECONDARY BENDING STRESSES IN TRUSS TOP AND BOTTOM WIND LOAD:
AND 16 FOOT LONG PRODUCTION PILES. ACTUAL PILE CHORDS DUE TO THE LOADINGS IN THE DESIGN. V- 130 MPH TOP OF PLATE. , , , DRAWINGTITLE B
111=111=111 LENGTHS SHALL BE DETERMINED BY PDA ANALYSIS OF - � 0 2 4 8
—III-111— TEST PILES. IAW WITH GEOTECHNICAL REPORT I= 1.0 TYPICAL NEAVY TIMBER
RECOMMENDATIONS. 4. WELDING SHALL COMPLY WITH THE "STRUCTURAL WELDING WIND LOADS SHALL BE CALCULATED BASED ON 5:_:_ °� „ , „ CONNECTION DETAILS
CODE" PREPARED BY THE A.W.S., MINIMUM WELD SIZE SHALL BE "UNOBSTRUCTED OPEN STRUCTURE" PRESSURE COEFFICIENTS -_ '� SCALE: 1/4 = 1-0
4. PILE DRIVING SHALL BE TERMINATED AT DEPTH 3�16" FILLET WELD, ELECTRODES SHALL BE E70XX. SNOW LOAQ: sca�e DRAW�NGNO
Pg = 10 PSF o s" �' 2' 3'
INDICATED OR AT REFUSAL (4 BLOWS PER INCH OR AS NOTED
48 BLOWS PER f=00T). 5. METALS CONNECTORS AND HARDWARE SHALL BE STAINLESS STEEL IN �_��� 6x8 RAFTER 4x10 RIDGE BEAM DRAWN
ACCORDANCE WITH THE SPECIFICATIONS. METAL CONNECTORS SHALL BE „ , „ MTW
TI M B ER P I LE D ETAI L OF SIZE TO FIT MEMBERS AND OF SUFFICIENT STRENGTH TO DEVELOP THE SCALE: 3/4 = 1-0 CHECKED
„ ,„ A 3 5. N O F O U N D A T I O N W O R K S H A L L B E I N S T A L L E D U N T I L � �
KMR A
q 3/4 = 1-0 LOADS INDICATED.
ALL FOOTING WORK HAS BEEN COORDINATED WITH S ECTI 0 N�� A 1 3 � �� 2� oATE '
ADJACENT UNDERGROUND UTILITIES. 3/4 = �-o
5-I-2017
SCALE: 1 " = 1'-0" PROJECTNO.
2016-26
CQ COPYRIGHT, JKF ARCHITECTURE PC. JOHN K. FARKAS, AIA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
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