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HomeMy WebLinkAbout20171060 Ver 1_2017 07-12 NCDOT Hatteras Drawings_20170814GENERAL PROJECT LEGEND A� REFERENCE NO. M A3.1 DRAWING NO. AI A A4.1 A2 ELEVATION REFERENCE A3 � �`. DENOTES EXISTING " �; CONSTRUCTt�N � —�—' ��y— TO BE REMOVED. K J G 0 0 C �:7 A �' 2 NEW GRADE ELEVATION 3 ARCHITECTURAL ABBREVIATIONS APC ACOUSTICAL PANEL CEILING ADJ. ADJACENT AFF ABOVE FINISHED FIOOR AL, ALUMINUM ALT. ALTERNATE AN ANODIZED ATfN. ATTENUATION BD. BOARD BIT. BITUMINOUS BLKG. BLOCKiNG BLKT. BLANKET BM. BEAM BOP BOTTOM OF PLATE BRG. BEARING CAB. CA6INET CAP. CAPACITY CB CATCH BASIN � CENTERLINE CLG.HT. CEILING HEIGHT CJ CONTROL JOINT C�R. CLEAR CLG. CEILING CMU CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCREfE CONSTR. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR CT CERAMIC TILE DWG. DRAWING EA. EACH EC ELECTRICAL CONTRACTOR EF EXHAUST FAN ELEC. ELECTRICAL ENCL. ENCLOSURE EOS EDGE OF SLAB EQ.C. EQUIPMENT CONTRACTOR EWC EIECTRIC WATER COOLER EXIST. EXISTING EXPD. EXPOSED EXP.JT. EXPANSION JO1NT EXT. EXTERIOR F.D. FLOOR DRAIN FDN. FOUNDATION F.E. FIRE EXTINGUISHER FFE FINISHED FLOOR ELEVATION FL. FLOOR F.O. FACE OF F.R. FIRE RATED FRP FIBERGLASS REINFORCED POLYESTER Ft FIRE RETARDANT TREATED FTG. FOOTING FUR. FURRING GA. GAUGE GAL. GALLON GALV. GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GL. GLASS G.N. GENERAL NOTE GYP.BD. GYPSUM BOARD HDW HARDWARE HM HOLLOW METAL HP HIGH POINT 4 I 5 HT. HEIGHT HVAC HEATING,VENTILATION, AIR CONDlTIONING iNT. INTERIOR INSUL. lNSULATION INV. INVERT JUNCT. JU�NCTION LAV. LAVATORY LP LOW POINT MANUF. MANUFACTURER MC MECHANICAL GONTRACTOR MH. MANHOLE MECH. MECHANICAL MIN. MINIMUM MO. MASONRY OPENING MTD. MOl1NTED MTL. METAL NfC NOT IN CONTRACT N.T.S. NOT TO SCALE O/C ON CENTER OH. OVERHANG OHD. OVERHEAD OPNG. OPENING PART. PARTiT10N PC PLUMBING CONTRACTOR PL. PLATE P. PAINTED REF. REFRIGERATOR REINF. REINFORCE/REINFORCEING REQD. REQUIRED RM. ROOM RO. ROUGH OPENING RSW RAIL & STILE WOOD SC. STAINED CONCREfE SCHED. SCHEDULE SF SQUARE FEEf SIM. SIMILAR SPECS. SPECIFICATIONS S.S. STAINLESS STEEL STD. STANDARD STF STAINED FINISH STRUCT. STRUCTURE/STRUCTURAL SUSP. SUSPENDED TC TOP CURB Tf TRANSPARENT FINlSH TG TOP GRATE TEMP. TEt�iPERED THK. THICK TJ TOP OF JOIST TOM TOP OF MASONRY TOP TOP OF PLATE TOS TOP OF SLAB TOW TOP OF WALL TYP. TYPICAL T/S TOP OF STEEL TS TUBE STEEL U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL VIF VERIFY IN FIELD WD. WOOD WDW. WINDOW WSC WOOD SOLiD CORE wWF Ww T DED WIRE FABRIC 2012 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS Name of Project: NCDOT HATTERAS ISLAND PASSENGER TERMINAL Address: NC-12, HATTERAS, NC Proposed Use: OPEN-AIR PASSENGER SI�LTER Owner / Authorized Agent: NCDOT-STERLING BAKER Phone #: (919) 339-5964 Email: SBAKER@NCDOT.GOV Owned By: �STATE Code Enforcement Jurisdiction: X STA'IB LEAD DESIGN PROFESSIONAL: WSP/PARSONS BRINKERHOFF DESIGNER FIRNI NAME LI�ENSE # TELEPHONE EMAIL Architectural JKF Architecture, P.G John Farkas, AIA NC 5922 (252) 355-1068 jkf�a jkf-arch.com Civil WSP/Parsons Brinkerhoff Eiectrical WSP/Parsons Brinkerhoff Structural Neser & Roomsberg, P.E. Kevin Roomsberg, P.E. NC 022830 (252) 752-4135 kmr@nrwengineering.com 20i2 EDITION OF NC CODE FOlg: [X�NEW CONSTRUCTION EXISTING: UNONE CONSTRUCTED: (DATE) N/A ORIGINAL USE(S) (CH. 3): N/A RENOVATED: (DATE) N/A CURRENT USE(S) (CH. 3): N/A PROPOSED USE(S) (CH. 3): PASSENGER SHELTER BASIC SUII.DING DATA Construction Type: X IV Sprinkters: X NO Standpipes: X NO Fire District: X NO Flood Hazard Area: 0 YES Building Height (feet): 15'-6" Gross Building Area: FLOOR EXISTING (SQ FT� NEW�SQ FT� SUB-TOTAL lst Floor 0 1 500 1 500 TOTAL 0 1,500 1,500 ALLOWABLE AREA Occupancy: Assembly � A-3 Accessory Occupancies: NONE Incidental Uses (Table 508.2.5): NONE Special Uses: N(?NE Special Provisions: NONE Miged Occupancy: �X NO Separation: N/A STORY NO. DE�CRIPTION AND USE (A) BLDG (B) TABLE (C� AREA FOR (D) AREA FOR (E) (F) MAXIMUM BUILDING AREA PER 503 (3) F�iONTAGE SPRINKLER ALLOWA.BLE AREA (4) STORY AR.EA IN�REA,SE (1) INCREASE (2) AREA OR UNLIlVIITED (3) I OPEN-AIR 1,500 15,000 N/A N/A 15,000 15,000 PASSENGER TERMINAL ALLOWABLE HEIGHT ALLOWABLE (TABLE 503) INCREASE FOR SHOWN ON PLANS CODE SPRINI�LERS REFERENCE T e of Construction T e N T e IV Buildin Hei ht in Feet 65' N�A 15'-6" Buildin Hei ht in Stories 3 N�A 1 1 I 2 I 3 I 4 I 5 0 7 E:3 ..a��:tara� � 13 • • 14 FIRE PROTECTION REQUIREMENTS HATTER�S ISLAND, N.C. s c o � ��� �-170 6 7-0 � A BUILDING ELEMENT FI� RATING DETAIL # DESIGN # FOR DESIGN # FOR DESIGN # SEPARATION �D RATED �TED FOR DISTANCE REQ'D PROVIDED (W/* SHEET # ASSEMBLY pENETRATION RATED (FEE'I� REDUCTION) JOINTS Structural Frame, including HT HT columns, girders, trusses Bearin Walls Exterior North N/A N/A N/A East N/A N/A N/A West N/A N/A N/A South N/A N/A N/A Interior N/A N/A N/A Nonbearing Walls and Partitions Exterior North N/A N/A N/A East N/A N/A N/A West N/A N/A N/A South N/A N/A N/A Interior N/A N/A N/A Floor Construction, including N/A N/A supporting beams and joists Roof Construction, including HT HT supporting beams and joists Shaft Enclosures - Exit N/A N/A Shaft En.closures - Other N/A N/A Corridor Separation N/A N/A Occupancy Separation N/A N/A Party / Fire Wall Separation N/A N/A Smoke Barrier Separation N/A N/A Tenant Separation N/A N/A Incidental Use Separation N/A N/A * Indicate section number permitting reduction � LIFE SAFETY SYSTEM REQUII2EMENTS Emergency Lighting: X NO Exit Signs: X NO Fire Alarm: X NO Smoke Detection Systems: X NO Panic Hardware: X NO LIFE SAFETY PLAN REQUIREMENTS N/A (OPEN AIR SHELTER) ACCESSIBLE DWELLING UNITS (SECTION 1107) N/A (OPEN AIR SHELTER) ACCESSIBLE PARKING (SECTION 1106) SEE ENGINEERING SITE PLANS 7 8 I 9 � DESIGN LOADS: Importance Factors: Live Loads: STRUCTURAL DESIGN Wind (IW) Snow (Is) Seismic (Ie) Roof 1 1 20 (PSF) Ground Snow Load: 10 (ps fl Wind Load: Basic Wind Speed 130 (mph) (ASCE-7) Exposure Category C Wind Base Shears Vx = SK (for MViTFRS) SEISNIIC DESIGN C7S�B CATEGORY: Provide the following Seismic Design Parameters: Occupancy Category (Table 1604.5) �X II Spectral Response Acceleration Ss = 12%g Site Classification (Table 1613.5.2) 8X B , Data Source: X Presumptive Basic Structural System ❑X Building Frame Seismic Base Shear: Vx= 2K Vy= 2K Analysis Procedure X Equivalent Lateral Force Architectural, X NO Mechanical, Components anchored? LATERAI. DESIGN �X WIND CONTROL: SOIL BEARING CAPACITIES: Field Test (provide copy oftest report) (psfl Presumptive Bearing Capacity 1500 (ps� Pile Size, type, and capacity 1Ox10 Timber, 15 Ton SPECIAL IN5PECTIONS ❑X YES REQUIRED: PLUMBING FIXTURE REQUIREMENTS (TABLE 2902.1) Vy =10K S 1 = 6%g 15 USE WATERCLOSETS URINALS LAVATORIES SHOWERS / DRINKING FOUNTAINS MALE FEMALE MALE 1v��.E FEMALE TUBS REGULAR ACCESSIBLE EXISTING 5 9 2 3 4 2 1 1 REQUIRED ORIGINAL 1 1 2 1 1 0 1 1 �W 0 0 0 0 0 0 0 0 NOTE: 214 TOTAL OCCUPANTS 107 MALE: i WATERCLOSET, 1 LAVATORY REQUIRED FOR MALES 107 FEMALE: 1 WATERCLOSET, 1 LAVATORY REQUIRED FOR FEMALES 2 EXISTING DRINKING FOUNTAINS EXISTING VISITORS CENTER RESTROOMS ARE ADEQUATE FOR ADDITIONAL PASSENGERS. SPECIAL APPROVALS Special approval: NC STATE CONSTRUCTTON OFFICE ENERGY SUMMARY N/A (OPEN AIR STRUCTURE) SEE PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR RESPECTIVE ENERGY CODE SUMMARIES � 12 13 BUILDING CODE SUMMAI2Y A�� N.T.S. 14 15 MATERIALS KEYING LEGEND DRAWlNG INDEX: CfVIL C100 EXISTING COND(TIONS C101 DEMOLlTION C}02 SlT� �iYOUT C200 DETAlLS C201 EROSiON CONTROL DETAILS C202 SITE GRADING C203 EROSION CONTROL PLAN C204 PAVEMENT MARKING ARC H ITECTU RAL A0.0 LEGENDS, SYMBOLS, 8� ABBREVIATIONS, SP0.1 ARCHITECTURAL SITE DEMOLITION PLAN SP1.1 ARCHITECTURAL SITE PLAN A 1.1 FLOOR PLAN A1.2 ROOF PLAN A1.3 FRAMING PLAN A2.1 ELEVATIONS A2.2 BUILDING SECTfONS A3.1 WALL SECTIONS 8� DETAILS A5.1 REFLECTED CEILWG PLAN STRUCTURAL S1.1 TYPICAL NEAVY TIMBER CONNECTION DETAILS GENERAL NOTES I��'l' ' � NO REVISION DATE s�a� M L J H L F E 0 �N K. FqR ���,��R� �w�ti�`�qs �� ����� 5922 `Y�/I�AA �� ' ARCHITECTURE � 625 IYNNDALE CT., SUITE F, GREENVILLE, NC 27858 252-355-1068 NCDOT NATT�(�AS ISLAND PASS�NG�f� T��MINAL NATTERAS ISLAND> NC DRA W ING TITLE SCALE LEGENDS, SYMBOLS, � ABBi�EVIATIONS DRAWING NO AS NOTED DRAWtJ CEL CHECKED �KF Ao�� A DATE 5-l-2017 PROJECT NO. 20i6-26 � COPYRIGHT, JKF ARCHtTECTURE PC, JOHN K. FARKAS, AIA C:? h�IATEl�IALS KEY�NG L�GEPJD — +� - L — K J G�N�12AL NQTES —�- - - i_-... - —I H l �- - � KEY F'LAN I F SCO Ia # 17-17Db(�-QlA N4 � REV�SIC�N se�,� T �ATE C WSF USA 434 FAYEifEV14lE Si.. 5 U E T E 1504, RALEIGH, N C 2 76fl1 919 - 836 - 40k4 LIGENSE N�. F-0165 NCQ�7T HATT'�RA� �SLANQ PASSEN+GER YERM1�1�1� HATf�FZAS ISLANI�, NC PRRWING TiTLE $ GX�� i �IVLJ CONDITIQI�S SGALE pRAWING NO I �r `- `t�� bRA'tM'N E � 141 CHECKEp WEL �. Jr � � � A DATE 7-12-��17 PROJECT NC7, ! 1883E�i� ; COf'YRIGHT, JKF �RCM6TEC7URE PC. JdHN K. FARKAS, AIA M L K J ii 0 2 Ir� ► ■ 3 EK�STIhlG TRE�S �NC] VEGETATIDN WfiHIN LIM�TS C}F E}�STiJRBANCE TO BE REM�VED AS NEC�SSARY. CONTRAC��JR T(] REFER TQ GRADII�G PLANS Fc�R FIt�AL GF�AbE. REMf}VE ASPFiA�T PAVE�'I�NT REIVI�VE PAV�RS i�P ITAhJKS T(] BE MOV�D C]UTSIDE THE LI�JIaTS DF GRAbING BY QWNE�2 CONCRETE 56DEWALK TO B� REM�V�f� 4 5 ; � `�� ;, � U.S. bEp7. 4� INT�RIOR ' , NAl10NAL PARK SE�VkCE TEMF��IJR,�IRY ; , (US COAST GUARa} CHA�I�I I...IN�. FE,IVC�, SEE N�TE �� � . !,, TIE TEMPC]RARY FE{�.CE TO �XIS7. � f � N.C.d.OT. �B 8, p�. �a f�� j�, b.B. 199, PG. 820 �' � o.e. zaa, �c. a�� ,, � /` � �, / �. CHFI�N LIN�FENC� f,'� �� T� �� R�Nl411EQ i ` � �XISTING 'ti, ANC] RESET i \. �i' i " � / , BI�ILD{CVG 6 I 7 � � � \ � �` � � / !� , / % � /� / / � / �' � N.C.D.07. PB $, PG. 53 a.B. 199, PG. @20 �,B. 204, PG. 477 E?CISTING Pc7WER PQL.ES T� REMAIhf 0 0 m � .� . �. ��� � � ,� � �`�t4 ��. . i ��� `\ \ ;\ �...,,� '. -�- 6,7' i� ,,,i f, ' ( , - �, ) �,}�� � f � �� � � � - .�. REM�VE EXIST. 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Ca c) O[] a{] G O C� O � J [] J [7 c� U C, � o c� a o c� a o c� o� o� o 0 o a a c�-i TQP L71A�VIETER C�F I`�IC� � � � ., o 0 0� o� o a o o � a Q G o c� c� �:� i LESS THAN 50°Io TU �1$" �,'A[] SUF�FACE OF 4 ,. p C� c� p t} �] � O O � C7 O C7 O Q � O �•,N N� MQRE THAIrJ 65°Ia S��EWALK � o_c� c �,� .�, r� e, c3 c o� f� ��% c; �'� I {�F THE BASE ,f+QINT SEALER RAMP WIaTH ARE.A VARIABL� DrANiETER �.V��� R D � ,. �.9" T� MIN. .�D" 1.6" �� e � �. � a. a_. `„ - 1.4" �.4" �� � ° 6 �. a .� F � � � .. , i� � ' f. - , f3 ,�i � ,��-- �-n,. . ,,__ -, ,�. ��' n a. .a "� � a, n, a � 2�� � � e ` ;, a .�' ` ���h "° -.` ° n ° PRECAST CLAS� ��B�� 112" JC}INT Wf'DTH �th �_ m� � ,.. r -= � J�INT FiLLER 1'_p« C�NCRETE � �l QETECTABLE INARNIhIG NQ�ES; Q�M�S CO�VCRETE PAVER CQhIST�LJGT ST►�►I�QARD SIaEU11ALK 5' VIJID� AND I�DTES: 4" TH�CK UNLESS (�TFiEf�111fISE DEN(7TEd ��J P�.ANS. �ETE�CTABLE WARNING �CJII�ES SHALL CC)VER 2'-Q" PLACE A GRClOrVE JDINT 1" QEEP WITH 118" RAC}I� LEN�TH ANQ F�ILL V111�7TH UF T�E F�AMP FL(�DR AS IN THE C(7NCRETE SIDEWALK AT 5' INT�RVALS. SHUWIV �IV DETAIL. SIZ� �F PAVER SHALL BE �' X1`. �NE 112" EXPAhJS1C7N J�IC�T'VItILL BE REQU{R�D A�T 50�' ogTAlf� 70°Io C�NTRAST VISIBILiT`� INFThi ADJQINIM� INTERVALS. A�12°° �xPANSION JOI�T WILL BE REC�UIRED SURFACE, EITHER LIGHT C3�f QAR14, (JR QAI�K (�N L�G�IT 11VF�ERE THE SIDEQL� .#(71NS ANY RI�ID STRLJCTURE S�C�U�NCE CUV�R�NG THE D�TECTABL� WARNING AREA. � INHEE'LCHAIF� RAMP Ah�D S�DEWALK D�TAfL SCALE N,T.S. 7 � ra m C �G►4LE N.T,S. �z tA� E RAI L �F� R�u�v� z � � � 14"' 14" � IV+�TE: * SEE NCD+QT STANDARD 8�6.0� FC)� ALL�WABLE CONIP�IVENTS (F�I��E HARDWARE} FC}R FENGE SYSTEMS. +�' HIGH MAN GATE []�T'AIL �s SCALE N.T. S. 14 IR"J C; CpPYRIGI�i, JKF ARCFYVTECTURE PC, J�HN K. FARKe15. AIA -I M I L I K I J -a � -J D i c I B � 0 nn TOP ►AND BQTT�IM STRAN�7 � �HALL BE ia +�au�E r�T�v. � J � � � � 0 WIRE 2 3 4 $' MAX. INXTH WIRE ( 6' MAX . WITHOi�T WI RE ) MiQDLE AIV� VERTTC�4L WiRES /',� SHALL BE 12�/� GAUGE MI N. , I � I � � _o FTLTER FABRIC 5 �tOT�S : �. USE WIRE A MINIMUN{ J� 3�" IN W��]TH AND WI�H A M�NIMUM aF � LINE W�RES WITH 1�" STAY SPACIryG. �. USE F�LT�R FABRIC A M�NIMiJM aF 3G" IN WTDTH A�Np FASTEN AD�[�UATELY T(} THE 1N�R� A5 �]TR�CT�Q BY �'HE FILTEl� FABRIC �������R' 3. f'RDVIQE 5'-0" STEEL CQMPAGTE❑ FILL PC}ST [}F TH� SEL�-FASTERNER ANGI.E ST�EL TYPE. - � , - , ��� ��� �r' ; ��ti� i�--r�r � 1� l�l � I � 0 . k I 471 ; � STEEL P�ST - 2'-0" DEPTH �! � � � k � � I � I , � p_ _ _ _ I EXT�NSI�N �� FABRIC ANf3 WIRE TNTO TRENCH � STA�JDARL� SIL� F�MCE i SCALE IV.�.S. NOT�: PLAC� FiLTER FABR�C BENEATH Sr+QNE � N(3TES , 1. PI�(]VIC�� iIJF�NING RADIUS SIJFFIG�ENT Ttl ACC{�MMaQATE LARGE TRUCKS. 2� L(}CATE Ef�TRANC�(S) T� PR+DVIDE FaR UTILIZATI�DN BY ALL CnNSTR�CTIQN VEHICLES. 3. MUST BE MA�NTAIN�I] IN A C{7�JDTTIQN WHTCH WILL PREVENT TRACKiN+G C3R DIR�C`T FLQ1N aF MUD �NT(} STREETS . �PERIOD�C TOPDRESSING W�T'H ST(}NE �VILL BE NEGESSARY, 4� ANY MAT�RiAL TRACKED aNTQ THE R(3ADVV�AY M�JST 6E � �CL�AN�k� U� TMMED�ATELY. � . I�DCATE {aRAVEL �pNSTRUCTI[}N ENTRAhIC� AT ALL POIfVTS DF INGR�SS AI�Q EGR'ESS UNTIL SITE IS STA�ILIZED. f'�SaVIDE FREQUENT CHECKS �DF THE DEVICE ANa TIMELY MAINT�NANCE. 6. NUMB�I� ANU L{]GATIaN Q�' Ci]NSTRUCYiQN ENTR►�NC�S Ta BE DETERMINEa 6Y TH� EhIGINEER. i. USE CLASS 'A' ST(}NE flR OTH�R C(?ARSE AGGREGATE APPR�VED BY THE EN�INEER�. A � +GRAV�I� CC]I��TRUCTIC]hl E�ITRAI�CE 1 2 SCAL� N.T.S. 3 4 EX�ELS�C]R WATTLE F LC?W MATTING t� � � I s � � I a a Z N F I LTRAT T+�N BAS I N DETAI L-�IAI NT�NA�IC� l��T 11 I 12 I 13 I 14 � 15 INFI LTRATI(3N BA,SIN �ETAI L- t3PERATIUNS L�T +CONCRETE ��. SPILLWAY ' r-�_ - �ERMUQA ELEV:4.00' � ----=`z--.�_ _ _ __ _ � ��.Q�E.,_. fl �..�QQ - . ,, -- � ---.� i ,-_ _ .`�� s 1� f ` �aa�-r�r� - . EL.E1l:2.OD - � r-I ,-�, ... 7 �4. I �s. JI SCALE HC}RIZ�NTAL:1"=10' VER�ICAL: �"�2' _ .,�n1�i ��{ �x� ''' �.�,C��Q� ,� �, �., BAC K SLOPE � ISaI�ETRTC VI�iN UPSLOPE ' STAK� 5 0 T�P VIE'W 7 SLOPE OUTL�T FI�C7M SPILLWA'� T(] EX. PAVEMENT (APPROM�. EL�EV�3.5�') EDGE aF PAVEMEIVT 2' t �►�x . } MATT' � I�G �' u�s��P� STAKE �ROSS SECTI01� VEE DITCF NATURAL ��a�r�a �' D4VUNSLaPE STAKE ���.\��\� � ausE-r � � r�s�T �� { , /� NCITES : � , ,, ,�''r USE MI6VIMUM 1� IN . DIAMETER E}(�ELSIOR VItATT�E . ,, USE 2 FT. WOOD�N STA,K�S WTTH A 2 ZI�, 8Y 2 IN. NOMINAL i� CR�SS SECTION, }`� / ,;' QN�.Y �iVSTAL�, WATTI�.E(5} TfJ A H�ICHT IN i]�TCH SC} �L�'W �VIf�L ' Nf]T .�. WASH ARa{J�D WATTLE AN[3 SCaUR DI�GH SP�QP�S AND A5 ° DIRECT�D. INSTA�L A M�N�MUM OF' 2 IJPSLOP� SiAK�S AND ��4WIVSL�P� `, STAKES AT Ahi ANGLE TQ WE[]GE VIIATTLE TO B�}TTQM pF DiTCH . �N1ATT x N�G ` ,` PR+�Vi�� �TP+�PLES MAQ� �F Q.125 IN. �IAMETER STEEL WI�CE �'�. FORMED INTQ A U SHAPE NOT LESS THAN 12" II� LENGTH. �� �NSTAL� STAPLES APPRpXIMATELY EVERY 1 LIf�EAR F�3(3T +DN BQTH STDES DF' WAT�`LE AN� AT �ACM END TQ SECURE �T TD THE SOIL. INSTALL MATTING I�i ACCdRDANC� WITH SECTI�N 1631 Q� THE � 'WATTLE ����n��� s��c���ca-r�a�vs . C�� SCALE N.Y.S, � 9 1 [7 1 � �oTro � EL�V:1.2(} — C�3[V+CR�TE SpILLWAY' ELCV:3.5Q' �.. BERMUDA � SC�p �'1' , ��111LE HC3RIZQNTAL:1`"=1a' VERTICAL.1"��.' W - - , �,, .'� ,%� �'/ 1� ,'I ..I � .�.� Il. ,I �. �►,.�.� B c�ar�e�.�T� XTEN CJ :Q�JCRETE ' I NT+� MRANKMENT �a�E L_/'E I LOVV LlJIVL.RC I C � INTU EMBANKMENT SL�PE BASIN NAME C?PERATI�NS CaI�CFtETE S�`iL.LWAY LIP MA�NTENANCE 12 SCALE N.T.S. 13 14 SPi�L.WAY WIDTH (W j �a� 12' 1S COPYRiGMF, JiCF ARCFIITECTUV2E PC, JOHh! K. FARKAS, AIA -I M I L 1 .9 -I G I E � c � M L K � H G F 2 3 4 5 ���� � ������ ��������� ��V�� ���o � ����1��L�l��L�ItIl 0 7 0 0 � 12 13 l4 15 C�,�IAT�RIR�.S K�Y�N� L�GENL� i- - - ------- -- -- --- -- . _._.� . ---- ..��_... �.� . _�..� _ __ �.���,,�._�. �_� � -� -- r �;- �`� ��`��, AREAS TC� BE S+C)D��D SHQUVN THUSLY, �., __ ; ; �� , ���r�.��� . ,` �� ;: ALL OMTHER D15TURBEI� �RE,AS Y(� BE STAB{Ll�.ED : - - r �°� THRC7UGH SEEQING AN�3 �III�LGHING !� .,� - - , ,; �'�� .�\�"' ACC�JRQANCE UV�TH �IVISION �S �?F . ���' �. . . . -. . ; `.. �� • - THE NCDQT STANDARa SPECIFCAT��NS �-�- ; � J�� � � �' � - � � -- '- - �,, ,. � �Iri�l;����.��7 �����, 1�� �im�r.�n ,,� _---- _ , �, , � ; N.C.D.QT, % %� '4 ,"�\ ���t`. - PB 8 PG. 53 i�. � ��'�: �',:` ,.' - ; � v� , u ' a . . . � �._�� � � `' '� � \ � % i f � B 199, PG $20 � �� • �� �� f' ��L '�5" ��, �� '�. _-� � ]r11 � it� :1" !1 ll ��� �; ll c� 11;1 � l a,� I .l l. :t" ��1 if :1 �� � :(� _ � �„� , ., �� r �,� ; 1 , C7.B. 2�d4, PG. 477 / �� ,,�� : ,,, � � I � �:� � ' � ' `��� � � �/r � � ' � , _., i +� ,r �'��/f�� I � ' ; <� ��„ � � �' � ` � — - - - � - I - f�� �{1.:�•��1��. ----------- -- - -- - -- - - - - - -- - _ ___ "'1 -�``r I ` - �`� ,, 4, 1 ' 1 � r, y '� ; f � / � �,�• � ,�`ti ... 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(3� 91�7ER1[]R I\ �, �f �� � NATIOtJAL PARK SERVICE IVA�'IONAL PARK SERVICE � ����� �� -✓� {CAPE HATTERAS NATIONAL SEASHORE� {CAR� F�ATT€�AS NATIf]NAL SEASHQRE) ti � , � r�'�' � � � ` "' '--' Iy �' � � � � �t,; i �`_ `" l �� �ENERAL EROSIC3N CONTRC]L NC3TES: lj INITIAL C�,EARING, GRUBBINC, AI'�ID D�l1ACJ�LITi4N SH4ULD C}NLY �� C+ONDUCT�tD AS IJECESSARY TC} 1�5T�4LL THE PI�OP�SfD ERp'S1C?N CQNTR(�L NI�ASUR�S. �C3�ICE Al.� ERC3SIC3N CC3hJTROL MEASUR�S HAVE BE�N INSTALLED, 51T� PR�P�fiATi�N, 4�MU�Ifi!(3�i, AND CC3NSTI�UCTt�3N CAN CO'1�TIhJUE. 2� ALL SILT FENCE SHOULD BE INSP�CTEd, hAA�NT►�INED, AND REPAI�EQ A5 N�C�SSARY AND AFTER ANY SIGNIFICAN� RAINFALL �VENTS. �� THE C�NT�tACT�R SHALL �� RESPONSfBLE ��}R ENSURINC SEDIMEN7 iS I�C?T TR.ACKE� OUTS�DE t�F TH� PR�J�CT S�TE ANa W�LL BE RESPON�IBLE �QR SWE�PIN+� ANY SEDINI�Ni FR+�M THE �XISTfN� A[3JAC�N�" R[�A[]WAY. 4j C►NC� THE PROJECT IS CC�MPLEi�, ALL EROSI�N �C?I�JTROI. MEAS�IR�S 5HAl.L �E R�MOVEf7 AhJD ANl( EX�ESS S�DIM��lT SHUl1LD BE pfSPOSED C�F C]F�SIT�. 5� WHERE SILT f�NCE IS A�JA+CEN7 T(] E3CISTING PAVEMENT, S1LT ���CE SHAL�. BE MA�NTAINED AS LONG AS �EASiBL� PRIOR TO RE+M�}Vr4� �OR SAW-CUTTI�*I� AND FINAL GRAQI�JG /PAVI�IG. +DNCE iH� FENCE HAS BEEN RE1thOVED, THE SC3l� SHOULQ B� STAf�I�,�'Ep BY THE END OF THE DAY. � I 2 I 3 4 5 � j � ./. 'i � E . ` .. i 1 �-. ��� ' ' '� � � t , ,. 1 �z, , ` ��) 4 i S, �t , �� (� ��� . +. � �` ^ �� � � =::1 � � DAT� �n I L K I J IG E � i � �,'s ' 4,'�, ,, - ���� 4VSP USA 434 FAYE'�7EVGLLE ST., S lJ I T E 15UC5. RALEIGH, N C 2 7df31 9 i9 - 836 - 464q t LECEhsSE NC�. F-f}I d5 � � ��' � �ICD(�T �ATTE�AS �SLA�IQ 3871 LE�1"'EL �IIA CERTI�ICATIC3N hJC7►. T'HESE EROSI[�N AN'Il S.E.DIM.E,NT CONTR(3L PLANS CCiMPI�.Y WITH Th�E REGULATIONS SET' FOaRTH BY 1�HE .21�CG-U��D(i4 GEIV.ERAL C�1'dST'�RUCTIO�� I'`ERMI�' �EFFECTIVE AUGU�T 3, �0�1 ISSLI.�� BY THE 1VDRTH �AI�C?LINA �IEPARTMEh�T OF E1VY�R�NMENT �9�'I�.D NAT+TJRAL RES�URCES UII�ISION QF WATER QUAL�'7'Y 0 7 0 0 ;� __... ..__ . .. .__� ._ __.._.,._ - -..__�__, __. _.....A __�,.� .__.. �.�-� � S��DING AND MU�.�HING SHA�.�. B� IN ' ,�ceo�a�r��� wirt� NCD07 i � STASILIZATIC}N REC,�U��EIvI�NTS 4SEED MI� �AS�', 03-��--2016} � � �, ,��p P' : -` ��" f: ''� �ASSENGER TERMINAL �:�: HRTTERAS �SLAND, NC , .. .... D 15' �Q` 60' I) SK � r � 12 I 13 R 14 15 p�,�wer�r fir�e EF�.C7�SlC)�J C+�N�`RC�L PLAN SCALE ORAWING NO 1"=30' ❑RAWN JV'VB CHECKED I � E�4i ���� A QATE 7-12-21�� 7 PRa��cr �n. I � �883�iD� �; C{)PYRIGHT. JKF ARCHITECTURE PC, JQ�ViJ iC. FARKqS. AIA � L [� F E 0 � 3 4 5 7 E�3 0 �il 12 13 14 15 ' / � / ( MATERIALS KEYING LEGEND } < < / ) � 1 � � 1 / 1 1 / � ( / GENERAL NOTES ( � 1 / ,� � � . 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Fq�,� � \���RED ARcy' -�s z� ,�'f�vi� 5922 _ ARCHITECTURE I � 625 LYNNDALE CT., SUITE F, GREENVILLE, NC 27858 252-355-1068 NCDOT NATTE(�AS ISLAND PASS�NGE12 T�RMINAL HATTERAS JSLAND, NC DRAWING TfiLE SCALE DRAWN CHECKED DATE 0 ROOF PLAN DRAWING NO I/4„ _ �._On MCZ, CEL JKF 5—I-2017 A1.2 A PROJECT NO. I 20i6-26 � COPYRIGHT, JKF ARCHITECTURE PC, JOHN K. FARKAS, AIA -- __�-��,.,,�,.,.,...,,___.�__...._..�_ ��.��., .���..�M,.�<_.�,.�...�.._ .,....�.N.�,,,.� .,�,.n.,. ,. _ .� � �.____ _, .��,..,-�.,_., .�,.-��-�.->, ���..��... �. _��.�- e�.�.., �..�.»....�.�„n. .�,.�....�..,�..e. ._ .___�.__._.. --,-e- ,�_�_.,�.,...M..��.,...�.a _ ,- _ . �-.-,..,,_,-m.ee_�___,.....�-_�,..�.,.ra...�..�.,-.-,. ,� .,�,� -, ..�..�„� .-„-...�_�_..T_�.,:�.-.,�-,,.o... �...,..�.-,�.-.9--.�,. ,,,.,.,.-� -....m,r. _ �,,...,=a.�,., �._.�..... .��,v,�.�,.,.,.,�.�, �,. ���„��..,M..,.s,m...a.-_.,__.._._..._. MATERIALS KEYING LEGEND M L K J H GENERAL NOTES G f��7��►1 F E SCO ID # 17-17067-01 A D NO REVISION DATE SEAL �N K. FqR ,����RED AlZpy�'9CS� a� ������ 5922 � ����� � • ARCHITECTIJRE c 625 LYNNDALE CT., SUITE F, GREENVILLE, NC 27858 252-355-1068 NCDOT NATT��AS ISLAND PASSENGER TEI�MINAL E-IATTERAS ISLAND, NC DRAWING TITLE B FRRMING PLANS SCALE DRAWING NO I/4� _ �._a„ DRAWN MCZ, CEL CHECKED h � ' I \ � JKF �_ ;` A DATE 5-I-2017 PROJECT NO. 201 b-26 ) COPYRIGHT, JKf ARCH(TECTURE PC, JOHN K. FARKAS, AIA M 1 K i J I H I G I F f E i D i c i B I A 1 2 2 3 3 4 CEDAR COLU 10 11 12 �- --- i i i i i i i � � i i I 1 1 I I 1 13 T.O.B. � 12'-4 I/2" - � T.O.B. _ 8'-7 I/4" NEW TOP OF � SLAB ELEV. U'-O" (ELEV. 3.0, SEE SPI.0 LES {TYP.) T.O.B. —� 12'-4 I/2" - - - T.O.B. -� 8'-7 I/4" - - - ! 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FqR ,��,��EtED AR�y,�%9tS� �� ���s� 5922 ����� ' ARCHITECTURE c 625 LYNNDALE CT., SUITE F, GREENVILLE, NC 27858 252-355-1068 NCDOT OC�AC�K� ISLAND PASSENGER T�(�MINAL OCRACOKE ISLAND, NC DRAWING TITLE B ELEVATIONS SCALE DRAWING NO '/�n _ �r_On DRAWN MCZ, CEL CHECKED .1KF A��� A DATE 5-I-2017 PROJECT NO. 20{6-26 CQ COPYRIGHT, 1KF ARCHITECTURE PC, JOHN K. fARKAS, AIA m L J H L F E 0 � �� A 2 3 4 5 EXISTING BUILDING BEYOND � -- - - - - - - � —t-- -- - - - - - - i - - - - - - - --�- t ♦ 6 � 7 I 2 i i ASPNALT SNINGLES CTYP.> EXPO ED 2X6 T�G ROOF DECK (TYP.) � Eil ( i �� i I � � � � � � i i � i ---�—•. 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FOR 4) i - - - - � --� ���' i(-� _ _ _�i,_._� � � �� � 1" � a;�� � ' � �� ;� _ t � � f? � � { � � � tL _.� � � � � i i �� � ��� j,� , � ; � � � � � ! u i i � ,I� i i � �#i ! i�i�'" � ._--�� ,�'--�E, � � -i `___--_-�__________----------- ! i � i i �. �! il i � � � i i I 11 � 12 � 13 � 14 5 EXISTING BUILDING i I � � � � � � � � � � RESIN FASCIA BOARD T.O.B. - � - - - - - —�12.-4 I/2" - - � _ �— - -- ___. - - - - T.O.B. _ _ T � � —� - —�10'-8 314° I �-- ---� -� -- - - - --�.O.B. - - - .115 8'-7 V 4" i w A3.1 i� `�i�Ti� i �-- A15 --; + �. `I � � � � �a ; EXISTING RAMP BEYOND EXISTING i� i� � � �� � F.F. ELEV. I, � � �j J ��--� - - - - - --�-4,_0� - - - � i ��---� � tJ _ I I 1 I I I I I I I� I I I I I I i � i i i i i i i i i i � iii iii iii iii iii ��i � � — � — � — � — � NEW TOP OF SLAB ELEV. O'-O° (ELEV. 4.7. SEE SPI.D "YPJ )OF DECK tTYP.) 15 BUILDING S�CTION G15 {14' = I'-O' MATERIALS KEYING LEGEND GENERAL NOTES '� 1-�'1' ' � SCO ID # 17-17067-01 A � L K J H G F E � D $ �2�8�2� - - - - — NO REVISION DATE SEAL o�N K. Fq�,�' � S�C�R� ARcy� qCS� T.O.B. �c�` '' �8'-7 1/4" - - - - — � � 5922 (TYPJ b �, � �3 � ARCHITECTURE � EXIS7lNG F.F. ELEV. �} 4,_O, - - - 625 LYNNDALE CT., SUITE F, GREENVILLE, NC 27858 252-355-1068 NCDOT NATT��AS NEW TOP OF ISLAND PASS�I�GE(� � s�AB E�Ev. _ _ _ T�RMINAL O'-O" (ELEV. 4.7. I-IATTE2AS ISLAND, NC SEE SPI.I) DRA W ING TRLE B Y VVI VVFI_ 1 4 JLf-�L7 WITN 8" TNICKENED EDGE (TYP.) BUILDING SECTIONS SCALE DRAWING NO 114" = i._O„ DRA W N MCZ, CEL CHECKED , 4, 8, �KF A 2. 2 A O 2 DATE BUILDING S�CTION A15 5-1-2017 va.• = r-o• PROJECTNO. SCALE� V4" = I'-O" 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 �_ _ , _.. ._._-__ _._—___ ___ ,_� ___ _._�..4a_� w_ ---------- ,.,_, �� ��, _. _ ��_�m,�,...�.�. _.�,. �,� a.�,.�,.,�..� �� .�,�...�.,�.e. .�� ���..,�,.s, �-.� _��.�.�.�,�,,�m�.�,w��_,��_.,.�.__.�.___---_� �_ ,�.. ,,.b..�� .� .�.._.�...�.,��,��, ,.�-� ,�� ,�.�;.,_., . ,� �,.��,,� m �,....� �-- ____._��.._- ___,___�__�.�______,�____�__,__._.�. R.��,.,m�4..��p,.����.���e_�.,d�._ �._._�_ �_, .��_.._�_ _..�_r�__ _ . _ m�_zR.R� ������ �� �. �� ��,�,� � ��� �„�., �, .��� � _ � A. �..�-� �.a .. . ... .. ... .. . . i . . i � 3 4 S 6 7 8 9 la ,11 ' 12 13 14 15 I , MATERiALS KEYENG L�GEND � � � I _ _ , 2'-6" i �--ASPNALT SNINGLES - M - , i M ---ASPNALT SNINGLES ---SELF-AQI-�Ef21NG I _ 4XI0 TIMBER RIDGE --� ROOF MEMB�2ANE, PROVI�E SM007N TO�LED _-SEI�F-,4D4�E�21NG `� , FINISN BOTN SfDES OF ROOF MEMBRANE -2Xb T�G DECK '14 � _ 2'-6" � ; _�. I/4" PER FOOT CONTROL JOINT � A7 --2X6 .�i�G DEGK } � TiMBER TRUSS MAX. CROSS SLOPE PEQIMETERS � � ,r.....,_ „ y�. ^ FINE BROOM �INkSN P.T. IX5 BLOCKING - 4X10 T[MBER RIDGE 1 I� I PERPENDICULA{2 TO OO OO _��fi�T�� PATN OF TRAV�L. METAL DRIP EDGE - � OQ �_/�_� oO '' ASPI-aAL� SNINGLES _ � � O �� �� O a � ' ��1 ���` c� / �� � o _ o � r, ROOF MEMBRANE t Q �` PVC TRkM � o o ,' SEI�F-ADNER4NG L {POR`�LAND - � . S'ay X y4" - � � � CEMENT C�NC. �. � CONTI2�L JOiNT � I � O �� I. � 2X6 T�G DECK SIDEWALK) � ' a. � -TIMBER TRUSS a INSECT SCREEN--�� � � - -�. , � � i , � P.T. 2X8 BLOCKING ' aQ -n° O 4X8 TIMBE{2 � '��,-_ ' P.T. 3/4" PLYW�OD ' --�-�1-= � - - . - - _ --�-... �,0.�/2^ _ . K K. TYP, CC�NTI�OL PVC LOLNER BUiLD1NG PAPE{2 LOUVEI2 , OO OO : ' � .���NT D�TAIL, META�. FLASF�€NG-�- , O OO ,-� ;' 3n � j._o. K3 -_ � , i_ 1��;� � METAL Df21P P.T. 2X BLOCKING , --___' � 4 j EDGE y ,, � ,� � ,_ V 9A . � � P G FASC ,, ; , .` bX8 TEMBER B�A�2D ; , ,- 6'-O" O.C, ; j� - - r I �f�XfO TIMBER PILE 4X8 TIMBEf2 � � . D�TAI� �7 DE�TAiL � j�' DETAIL J15 KNOT AT ENDS I I/2" _�`-O" I I/2" = I�_0. � l I/2" = 1`-O" --�_ , � : , O `m I f/2"� MA�lNE G2ADE---- , � �/4" RESIN BOA4�D i NY�.�N ROPE , i � `--4X4 P.�'. POST I, ��- --�—P.T. 2X BLOCKWG H , I � 4 2'-g° , G�NERAL NOTES 'f � � 4". MIN. (TYP.) � I. AL� FASTENERS TQ BE STAINI��SS STE�L. -� � ' 2, PLUG � CAULK ALL FASTENERS. = � : �: ' , 3. PA1NT ALti EXPOSE� BRACKETS� P�.ATES, BQLTS� ETC. � . a . - _, �'-b" _ A5F'NALT SNINGLES-----� � , �` i � --3500 PSI CONCf�ETE SELF-ADNERING---� `'�,\ , G ROOF M�MBRANE �\ ��..� , , G ` 2X6 T�G �ECK---_� �\ \ � D�TAIL 6xa ri�BE�--�_ � G3 �-i�ne�R -r�uss-�_ . ; I/2° = l'-p" \ �'. O 5/4" �ESIN BUARD � d Q � bX8 �NkBER j Q o _ Q O � ME`� L DRIP � � �I � Q �. -FACETED CONCRE�E EDG , T _�. co / EN#7 SUPPORT _ _ T.O.B� �_ - - - - - - _ _ _ - - �- - - - � ��y�J _ T,O.B. 10'-8 3/4 . i - �- - f2'=4 1/2" 2X BLOCKING F '`�� 1 i Q � � �v ,,- F Wi ,� _� Q p ,- KEY PLAN , ; ,rI �_� _ , I�ESIN SIDING � . , . . . .. , . . . � . . . � I . . . . // - . . . � � �~��^ . . �' . _ . . . _ . . _ . . . . . . .. . I � . . - . . . . � _ - . � - . � . . . . . . . � � � /� � � � . - . . . . _ . . . � . . . - . . . - . � . 4X8 TIMBE� bX8 T1MBEf� , ;� P.T. 1" PLYWOOD ,. i-- - -- • -- � - 1 - � , 6X8 TIMBER '� ' a PVC �ASCIA - � - : . . Q . - � - .v �� I�X{� TIMBEf� PILE OARD I�, — i ' E : IOXlO TIMBER PIL.E � � �4X�..T.JM@E� - _ - - , � D�TAIL D�TAIL D�TA�L �--sr��N��ss s-rEE� E7 E I� , , „ E15 AD.IUSTABLE GLiDES 1 1/2" = I'-O" I 1/2" = 1'-�" — - - - - - - - -- _ _ I 1l2" = 9'-O _ (TYP,) _'�' SC� 1D # 1 7-1 7067-0 l A _ � i . . . � � � --- � � � � � ! � � , k , � , D FACETED CONCRETE � , --�. . � � � EI�� SUPPORT i 2 -6 _ _ 2x6 ►2ES�N---� � ,' ', ' � ! N� REVlS[QN DATE ' s�� r�� � ' 2X4 i2ESIN ��� � r WC3�D SLAT SEAT , i , �� K. �qh, i i RESIN NANDRAIL. . �O ��R�n aR�, �q�, /� ASPI-�ALT SNINGLES i i �.� BEL.OW �,`� '� _ i i �, � ��,��s ��-- SELF-ADNERING i i I I � i i 5922. f200F MEMBRANE � � ' 5/4° RESIN BOAkD � i i , � � I 1 �. � � C i 2X6 T�G DECK i i , I � �37�i '.��. /'"1f��H�TEL:..TUf�E C N � E. i �bXB TIMBE2 -m i i , / P.T. 2X BLOCKfNG F i { � i � � , � 625 LYtJNDALE CT., SU1TE F, GREENVILLE, NC 27858 252-355-iQ6t3 � k , ,6 �. - Q 4 � a '� : - � 1 i E �OXIO T�MBER PILE � . .. . � _ � � - - � � � _ i NCDOT NATT�f�AS � � ISLAND PASSENG�f� STAINLESS STEEI� �_~`~-~-�_ _ � _ _ _ _ �, T.O,B_ - - 2X2 �ESlN � _� i i , - - - - - ADJUSTABLE GLIDES 12'-� 1/2" i�� i T��MI�AL (TYPJ � i i NATTERAS 1SLAI�fD, NC � � � 2X4 RESIN �� �iI i � MET.QL C�RIP \ ' -�� � ❑RAW1NGTfTLE B PROVIDE NEW 21"� X 80"W X 23"N EXTERIQ2 BACKLESS BENCN ��� / ��EDGE 6X6 RESiN � _\� � � � WiTN MANIJFACTU�EC2'S STANDAR� MARiNE-GRA�E NARDWOO� �� � � / � �� ' � ' VVALL SECTIONS G D�TAILS SLAT SEAT ON FACETED CONCRETE END SI�PPOf�TS AND �� POST EYOND \� k ' POWDER COATED AL.LlMINUM COMPONENTS. PI20VIDE 1t / �� � PVC FASCIA PRE-INSTA�.LED S7AINLESS SiE�L ADJLJSTABLE GL.IDES IN �6X8 TIMBE4� BOARD i '� CONCf2ETE SUPPOf2TS AND (2} !/4" TNIGK 304 STAINLESS STEEL i NEW TOP OF � i � sc��e �RnwiN� No TABS PEf2 B�NCN FOR SURFACE-MQUNTED 1NSTA�LATIQN. IOXIO TIMBER PILE S�.AB ELEV. O'-0° � � , AS NOTED PROVIDE A MINIMUM OF FOUf2 (4) STONE COLORS FOf2 ��--4X8 T4MBER (EL�EV. 4.7, SEE SPI,f)� - - - - - i - - - - ' QUAw� SELEC�'ION BY ARCNITECT. ME�FAL COMPONENTS i"O NAVE A . . � i RUST INNIBITOR PRIMER AND TNEf2MOSEi'71NG POLYESTER ' a. � - � ; MCZ, C�L POWDER COAT 74PCOAT. COLOR AS SELEC7ED BY Af2CNITECT S.S. PQS7 � a i rr ' cH€cKEo � FROM MANUFACTURER'S FU�.L 12ANGE. STANDOFF i i" , JKF A , � � � � �1 D�TAiL D�TAIL � � DETAiL pI�AN D�TAI� oATE A3 A7 ; , A l ! .. _ ._ . A15 r= i�-o� ���2° _��-o• , , i i�2° = r-o• i vz - i o. 5-i-2017 _ i i i �rzo�ecrua. � i � , 2016-�26 - CQ COPYREGHT, JKF ARCHITE4TURE PC. JOHN K,FARKAS, AIA � 2 3 �4 5 6. 7 8 9 10 l3 l2 l3 l4 15 1 M I K I J I N i G I F I E -� D I�0 { B COPYRIGHT, JKF ARCHRECTURE PC, JOHN K. FARKAS, AIA A � L �� J � � 0 � � SIMPSON ML26 ANGLE, EACH SIDE, EACH FACE 6x8 RAFfER —� SIMPSON ML2i EACH SIDE, E� ►.; 2 3 G15 Y" FRAMING PLATES, EACH �\ S� •� SIDE W/ Y"� THRU BOLTS IN �--' CONFIGURATION AS SHOWN. 12 4 (-- , . _- G4 4x8 S1.1 � G7 S1.1 TYPICAL T-1 TRUSS DIAGRAM 1 /4" = 1 '-0" 4 -- _ ���_ �-- � — �-2 %s 1 %s' 12 � Y �P CONNECTION SECTION 3/4" = 1'-0" D6 S1.1 SIMPSON ML26 ANGLE, EACH StDE, EAGH FACE ,• . �2) - � � EA. SIDE SADDLE � THRU BO THRU 5 12 ��4 SECTION 3/4" = 1'—Q" 6x8 TIMBER RAF7f � (1) SIMPSON SDW 15600 TRUSS SCF 6x8 TIMBER (3) SIMPSUN SDWC 15600 TRUSS SCREWS 6x8 TIMBER 6 SIMPSON ML: EACH SIDE, I 6x8 RAFTER TRUSS TOP CHORD TRUSS BOTfOM CHORD �" STEEL '>x8 TIMBER BEAM �lMBER COLUMN SIMPSON SDWC i00 TRUSS SCREWS ��� tIMBER BEAM 7 8 SLOPED AND SKEWED PLATES FOR HIP BEAM AND TRUSS T-3 9 I 10 ( 11 3 4 10'-0" � � � - � C.L. TRUSS T-3 TYPICAL T-2 TRUSS DIAGRAM 1 /4" = 1'-0" �" x 3Y" x 0'-4Y" FRAMING ANGLE. 10" x 10" TIMBER COLUMN TYPICAL 3x8 TO COLUMN CONNECTION 3/4" = 1'-0" HIP RAFTE ATfAC H Ti BEAM PEF DETAIL D4 2_y„�X>>, 2 LONG LAG S( 2 - Y "� THRU BOLTS. MIT�R BEAMS AT CORNERS OVER COLUMN. z W m � 9Y" COL. WIDTH � Y" FRAMING PLATES, EACH SIDE OF BEAMS AND COLUMN, W/ Y"� THRU BOLTS. SECTION 3/4" = 1'-0" TYPICAL RAFTER TO BEAM CONNECTfON SECTION TYPICAL BEAM AND HIP RAFTER CONNECTION AT COLUMN �� � „ > „ 3/4" = 1'-0" (� �- 3/4" = 1'-0" � 6 1 = 1-0 ' 12 : C.L. TRUSS T-2 TRUSS T-2 MEMBERS - 13 I 14 ( B RIDGE BEAM E SIMPSON ML26 ANGLE, EACH SIDE. 4x8 TIMBER �FOR LOUVER REFER TO ARCH. DWGS. 12 �4 15/s � — 12 TYPICAL T-3 TRUSS DIAGRAM 1/4" = 1'-0" 2 - Y"� THRU BOLTS. ,, � �� �8 0" TIMBER 6x8 TOP CHORD 2 - 3/"� THRU BOLTS. � �� ` ` � = 2/» 4' 4%" 15 ,; 4x10 RIDGE STEEL PLATE EACH SIDE 6 - %4"� THRU BOLTS (TYP.) �-6x8 TOP CHORD SADDLE BRACKET 8x6 POST TYPICAL RIDGE CONNECTION AT TRUSS 1"= 1'—p„ v i � 6» (2) - Y" x�" LAG BOLT, EACH SIDE OF SPLICE. (AT EXTERIOR FACE} 4x8 o, � N � � � � ; o � LOCATE SPLICE AT CENTER OF RAFTER BE`�'OND. TYPICAL SPLICE DETAIL AT CONTINUOUS FASCIA MEMBER 1" = 1'—p„ A13 S1.1 � Y" BENT SADDLE HANGER. �� I 1 �y � NOTCH TOP OF BEAM TO FLUSH WITH TOP OF PLATE. -Y" PLATE EACH SIDE OF RAFTER MATERIALS KEYING LEGEND GENERAL NOTES KEY PLAN SCO ID # 17-17067-01A M 1 K I J I G I E —.! D � ` ' � NO REVISION DATE TIMBER PILE NOTES: T►MBER CONNECTION NOTES: ��.° w SEAL �N ��.uu�n�u.,,, `� ,��':�N CARp ''��, » ;,�'�pi�� ,,,,, �/ �'�,. Y EXPANSION 1. F�OUNDATIONS HAVE BEEN DESIGNED BASED ON 1. REFER TO SPECIF►CATIONS FOR PRESERVATIVE TREATMENT, MINIMUM 6. PLATE ASSEMBLIES SHALL BE SHOP FABRICATED WITH ;�,.�� ss� �--�9 =. CONCRETE SLAB JOINT MATERIAL THE SOIL BORINGS AND GEOTECHNICAL ENGINEERING MATERIAL PROPERTIES DESIGN CRITERIA AND SUBMITTAL REQUIREMENTS. �" 'Q� �� ": �= 0 B S ASS C A S ' /.; FILLET WELDS ALL AROUND (lYP UNLESS OTHERWISE NOTED). 3Y" _ � __ R E P R T P R E P A R E D Y E P 0 I T E , P. A. P R O J E C T S A b D L E C O N N E C T I O N S T O C O L U M N S M A Y B E F I E L D W E L D E D T O - � a. � o � ' a°� N0. E4-FN65.300 DATED APRIL 13, 2017. 2. REFER TO RELEVANT SECTIONS AND ARCHITECTURAL DETAILS FOR ACCOMMODATE PILE DRIVING TOLERANCES. " -� '; I- I I- I I-= TRUSS DIMENSIONS, ELEVATIONS, WORKING POINTS, ETC. 6x8 RAF7ER 6x8 RAFTER �-�F''-�N�E��`�'`��',:'_ � � � � � � � ���_��� � '""''"�''' `'��' ARCHITECTURE c � -111-111- -111_Iil_ � 2. THE STRUCTURE SNALL BE FOUNDED ON 7. WOOD TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING ''°�N M. ROOMS���'' w 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 „ „ m ASSOCIATEI� ROOF FRAMING MEMBERS AND CONNECTIONS SHALL BE COMBINATIONS SHALL BE PER THE NORTH CAROLINA BUILDING TYPICAL RAFTER T CONNECTION TO RIDGE BEAM P.O.BOX20662 GREENVILLE,NC27858 PHONE252-355-1068 10 x10 TREATED ,� COMPRESSION: 30K ULTIMATE (12 K ALLOWABLE) DESIGNED TO WITHSTAND THE DEAD, LIVE AND WIND LOADS INDICATED CObE 2012 EQITION AND ASCE7-05 3/4" _ �'-o" C� 5 NCDOT E-IATTE�AS TIMBER PILE w TENSION: 11 K ULTIMATE (4.5K ALLOWABLE) BELOW. SHOP DRAWINGS SHALL BE PREPARED BY A PROFESSIONAL � ISLAND PASSENGER ' � ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA. INCLUDE T0� CHORD DEAD LOAQ: 10 PSF Y4" BENT SADDLE HANGER. ���' I I�� TERMINAL ' d- 3. BASE BIDS ON PROVIDING, 20' LONG TEST PILE DESlGN LOADINGS, CALCULATIONS, DESIGN DATA, AND REACTIONS. TOF' CHORD LIVE LOAD: 20 PSF � ��� NOTCH TOP OF BEAM TO FLUSH WITH HATTERAS ISLAND, �vc � CONSIDER SECONDARY BENDING STRESSES IN TRUSS TOP AND BOTTOM WIND LOAQ: B AND 16 FOOT LONG PRODUCTION PILES. ACTUAL PILE CHORDS DUE TO THE LOADINGS IN THE DESIGN. V- 130 MPH � N TOP OF PLATE. 0 2, 4> 8, DRAWINGT(TLE a ' 111=111-111 LENGTHS SHALL BE DETERMINED BY PDA ANALYSIS OF '_� O � ' -1I I-1I I- TEST PILES. IAW WITH GEOTECHNICAL REPORT - -- �------ --- T Y P I C A L N E A V Y T I M B E R RECOMMENDATIONS. 4. WELDING SHALL COMPLY WITH THE "STRUCTURAL WELDING WIND LOADS SHALL BE CALCULATED BASED ON �°=N 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 LOAD: S�A�E DRAWINGNp INDICATED OR AT REFUSAL (4 BLOWS PER INCH OR Pg = 10 PSF o s" �' 2' 3' AS NOTED : 48 BLOWS PER FOOT). 5. METALS CONNECTORS AND HARDWARE SHALL BE STAINLESS STEEL IN I= 1.0 6x8 RAFTER 4x10 RIDGE BEAM DRAWN ACCORDAN�E WITH THE SPECIFICATIONS. METAL CONNECTORS SNALL BE MTW TI M B E R 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 3/4" _ �'-o" A3 5. NO FOUNDATION WORK SHALL BE INSTALLED UNTIL LOADS INDICATED. , , KMR I ALL FOOTING WORK HAS BEEN COORDINATED WITH SECTION A 'j7� 0 1 2 �•1 ADJACENT UNDERGROUND UTIUTIES. 3/4" _ �'-o" A I�J DATE 5-I-2017 SCALE: 1" = 1'-0" PROJECTNO. 2Q16-26 , QC COPYRIGHT, JKF ARCHITECTURE PC, JOHN K. 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