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HomeMy WebLinkAboutB12-0315 plans approved, FND. PIN & CAP LS #27598 � � �� .�,. rFµ � ;�� ,:;�,. � � .� �� 4. ,,. 0.449 AC. (CALC.) RN 197314 s�b 7 9- `�S-. F �9> �S- Gs ti'� ti� 9y �O G� ' O� �� �� ��� � � � �� � r., � . �� ,__�.r=���.,:�. RN 197314 VpB� �?42S �v 7c, 'E� -q�, 1 3' " `� 4.8' 1 STORY LOG BUILDI LIGHT POLE � / 1. �. DE �� �i� - aus o.�� 0 � LS #27595 CAP �Fit; � � �1 lt � � ' ." . � � _. . � g� � _r� � (� -y`��L �a�' '�y: — . ��– ���o� D n SEP 13 2012 TOWN_OF VAII� +: _€� ;�. . :. ...._ a� ,� :� , �v 0� � � _ a `'.Jo' � �� :�- � � E� .� i�t' fiv . � �i':� `b . ! ;� <�i < �� _- lZ - �� : � ' °E ODE Z @ RP�MP EXISTING H15TORIG SHELT�R� EJCISTING NON-H15TORIG PORc PROP05ED HANDIG�P RAMP TO EXIT5ING ENTRYWA�Y WITH 4X4 5P05T5 WITH 2X2 WOOD P IGKETS .� `� s��,. de�i«n - build � �. M a � ►� w � wa`� N w�w�x `� U t/1 � z � ►��z� ..v �~�v Zx^ ���,� aa N �w] YVP�LKWAY TO PP�RKING LOT - VERIPY IN FIELD/THIGIGENED EDGE C� GONG /ASPHAL REMOVE EXISTING STt�IR /�ND REPLf�GE - ADD Ht�NDRftIL PER GODE TO ROP05ED GONGRETE 51DE 1^IALK TO STREET - BELL 8 THIGiGENED EDGE @ GONG./ASPHALT �'--- � �� S I T� � ��1� @ 1 "= 20'-O" _ � - a _ a = W = = F � :, - v� = ' - A1.1 C"iv- h"." A PROPOSED GONGRETE - , Wf�LK - V.I.�. _ y PROP05ED Rf�IL @ EXISTING DEGK TO PER zOOq IBG - V.I.F. �—� PROP05ED STAIRS TO EXISTING DEGK - �/.I.�. �^ O � °'I� XI� � II PROPOS�D GONGRETE -� L.P�NDING - V.I.�. � T. LANDIh1G V.I.F. ,�,R � -- - ---- - -- - - - 1 1/2" DIA. PIPE GRIP R�IL @ STAIRS f4ND RAMP PER f�11'1.1 AN51, TYP PROP05ED - V.I �F. PROPOSED GONGRETE YVfaLK - Y.I.F. 2x6 TOP G?�P, TYP. 4x4 NEYVELL P05T, TYP. 2 YV,�LKWAY TO PA�RKING LOT -5EE A1.1 _ PROP05ED GUPIC� L.�NDING - � ,hi ;= —' � 0 (`I �� _ ... ---... �� �'y �� N w a 0 � N Q � I � I I , � i N � ---- - � — - ---�--- - -� — �• �� T. LAIVDIN v.i.F. � �: t � ' 1 '� i ' - NOTE: GONTRf�GTOR TO VERI�Y I �ONGRETE RAMP RISE. I� GR�AT�R (MIN. 3'- " GLE�R) THf�N 6" HANDRAILS f�ND EDGE PRO?�GTION 15 REQUIRED PER � GTiON 405 A11i.1 AN51 Q 52•2 0 � � 1 A2.1 I . EXIT5ING PORGH ...... ........_.. �XISTII�G �US SH�LT�fiZ 101 �- �— � � � i (V m '� �— GE1�lER�L NOTES I 1. DG NCT SGA�E �NNihG� - GO'."AG' A� :�'F�_ O� EM1GM�ER GONGERNMG- D!SGR�PENGI=� OG� MISSMG- MFORMnTIOh- � GpM?�" WI"h- A`L APP_IGA6�E SUIL�MG- GO�E� AhL CANFORN W'TN MATER�AL AND EqJI?ME�� NANUFAGTJRER�'REG'JMMEN✓^A'ION:. =. A`L DI NSIONS TG FAGE OF FRRMING- JI:�ES� NC7&: OT ERwISE. a. EXTERIOR v'WLS TG 6E 2xE c�6' G-G JN_E55 tiC"P.: OTHEKw15E REFER 7G 51RUGTURAL D�NN4NG-5 Ih"�RiDrc WA`_S TC 6E 2r< g}E' C.G- UN_E5� NO�S'i OTNERw15E RE°ER TO STRUGTURh �NNMGE b. GROW� AL� �TUDS. JO15T5. AN� RA�?ER�. GR01N`� JOISTS ANG RAFTER� UP 'I_ (qORDIhATE JOIS P�AGEME�T WIT�i PWMbING- F;�.TURE iAYOJT. E. HOW^ ALL PLUMBING- ?KKAPS �Y; MIGI- A� °05516�E. GOORDIhA�E WITH GAbINE? AGGESSORIES. _ NG VENT OFc PLUMBM6 STAGKS ARE TG BE '�OGF� Ih PARTY WALLS 1G THE UPPER ' EVEL P�UMBING- `�TAGKS ARE TG SE , GAST IROh UNTIL THEY REAG11 THE GRAWi SPAGE. ' 11. THE PURPOSE OF THESE DRAININGS 15 ONLr 7G 6RAPHIGALLY DEPIGT THE GENEFcAL NATURE OF THE . WORK. THE GONIRAG`OR IS RESPONSIBLE FOR � GONFIRt�ING DIMENSIONS AND SELEGTING FABRIGATIO� PROGESSES AND TEGHNIQUES OF GONSIRUGTION THE ARGHITEGT AND/OR EN6INEER SHA'�L 6E NGTIFIEC OF ANY VARIATIDn' FRO�^. DIMENSION� OR „ONDI?IONS SHOWN IN THE DR.�1NIh65. `' �� *� °s� �,°' �' �.. � - L '� � t_ � 2X6 TOP G�P 2X4 HORIZONT�L R/�IL 1 1/�" DIA. PIPE RAIL @ STAIR 2X2 PIGKET @ 5 1/4" O.G. 2X4 BOTTOM R�IL DEGKING PER PLAN STRINGER PER PLf�N W/(2)��/�'�'I71R THRU BOI�'5 ; �`�f' �` ? ° ` �,� , r F �' � :A � ,. � -�--_ '� � � _ _ � ry �—� � 17�GK R?�IL flETr�IL ' �,' �� �NTizY L���L �LOOiz �L1�N @ 1/2"= 1'-O" _ ,f. : � � d� ^` desi��n - build ar, � w w��•l�; � � � %. U V�'1 � � �x �- �� �y m � � �� ���' a� � <zz _<�;r > �°_- E f � � Z . � >� .-�+ �F - �' o � = F � ; •; _,� �� - W r� __ _ hO4__ A2.1 �,o, � , o : a _ s � F / n\ � �� , , Ii II r'I � � ~ �� ���,� �',��—�.-�'_,__'i��'�I _ _1 ��� ��ST EL�Y�TION @ 1/2"= 1'—O" �',� a� � �i `-�-, ik�i �I � ' �1'-O" EXT. =� — r i GENERAL NO'T�S �.. �G NG" S,:A�E DRNNMG� GOI:�A:' n,� ' E:: O� ENGINEER GONGERNINC- DIS.,RE°ENGIE O� ^'I!SSING- INF�MA'101�. <. GJMP�v y�!T1�. AL'� AP°JGAb� E 6UI.�MC� G07� ANG GONFORV w!T� M�TERirs s�ND EQJI?ME� � MAIJUFAGTURER_' RE�MMEN�ATIONS. . AL�� DIMENSIONS TO �AGE OF FRAMING- UN�ESE NCTE.^. OTHERWISE. 4 EKfEQI� w.4LS TG BE ��cE � 1E" G.G UN�ESE NO'fE:� OT�ERwISE. RE°ER TG S1RJ,:TU�AL 'JRNNihG-` I�TERI.�� �^lA���'G BE 2*4 � tE�' :.G. JNLES� NCTFS CTNERWISE. REFE� 1G S1R�GTURAL �cAWIhG� E. GROWN AiL 5?UDS JOISTS, AN.". RAFTERS. GRO�Nn JO15T5 AND RAP"ER5 U�. - G002DINATE JOIS' PLAGEMENT 1NITF ?..UM61NG- FIXTURE �AYOUT. P. NOLL ALL PLUMBING- "RAP°_ AS HIGH a P05516LE. GOJRDINATE WITr+ GABMET AGGESSORIES. . NG VENT OR P'�UMSMG- STAGKS ARE "C BE �OGATE,� IM1 PART,' WALLS 10. THE UP°ER LEVEL P�UM6MG- STA„K5 ARE TG 6E GA�T IRO� UNTIL THEY REAG�; THE GRA�NL SPAGE. 1'�,. THE PURPOSE OF THESE DR.wNMGS 15 ONL� TG 6RA?HIGALiY DEPIGT THE 6ENERAL hFTURE OF THE WORK. THE GONTRAGTOF IS RESPONSIBLE FOR GONFIRMIN6 DIMENSIONS AND SE�EG?IN6 FABRIGATiON PROGESSEE AND TEGHNIQUES OF GONSIRUGTION. THE ARGMTEGT AND/OR EN6INEER SH.�L bE NOTIFIE^ O� ANY VARIATION FROM DIMENSION� OR GOND!TION� SHOWN IN THE 'JRNNINGS. NOTE: GONTRAGTOR TO VERI�Y GONGRETE R/�MP R15E. i� GREA?�R THAN 6" HANDRA�ILS AND EDGE PRCTEGTION IS REQUIRED PER SEGTION 405 A11'1.1 AN51 ,: `�a , EXISTING H15TORIG SHELTER ����� � . _ �'-Z�-��-- �� EXISTING NON—H15TORIG PORGH REPLAGE �XISTING X—BR�GE Rf�IL WITH 2x2 WOOD PIGKETS PROP05ED HA�NDIGAP RAMP PER 2009 IBG TO EXIT5ING ENTRYY�I�Y WITH RAIL C� RP.MP 4X4 POSTS WITH 2X2 WOOD PIGKETS "1 1/2" WOOD R�IL W/OIL RUBB�H—SRON�! 'BRA.GKETS, TYP. — EXTEND PER SEGTIO �Q5_.P�11�.1 AN51 REMOVE EXISTIN R �ND REPLAGE — H/�NDRAIL PER 2009 IBG � � �,�� � �� ,� _ � � :,; :. % �� _ ��, � f 9 � j i� } � ���+���°tl �_� _ j i Jf I�"�. �������� i _ �"\� ���, desi��n - build hr,�M � w W I� c;� �wQx I+I z `¢ Uvs�� �, � ��� ��� � �_ �, � a N i ;zZZ ��� > � � E � � � _ � = az _ Wo _ �W ,� _ � _ W I� — W _ _ A3.2 o,�-� , �� �,... ' ^� :�---- - _. .. _ '� �`._ - \ � � �� � O � � i O 2 52.2 N� — � >— — N r �� m �E� � _ ; i ; � � � , I T. GONG. �' i 98'-2 1/� (V.I.FJ �' �, � � � \ / � \ O�� ��'�,, �� �� � I � � ,%��� /^� ,,\\ 0� � � � 0� �,� �� � � �.� � � I I �OUNDATION BUILDING �OOTINGS Hf�VE BEEN DE5IGNED USING ,4 M{�XIMUM ALLOY�lf4BLE 501L BEARING PRE55URE OF 1500 PS�, PLAG�D ON UNDISTURB�D 501L. THE 501L5 ENGINEER SHALL BE GONSULT�D BY ` THE OWNER IN REGf�RDS TO P0551BLE �OUNDATION DRfaINAGE REQUIREMENTS, AND ANY �DDITIONAL GONSTRUGTION REQUIREMENTS A��EGTED BY 501L5. GONGRE'fE GONGRETE HR5 BEEN DESIGNED AND SHALL BE GONSTRUGT�D IN {�GGORDP�NGE WITH THE AMERIGttN GONGRETE INSTITUTE BUILDING GODE (/�GI 318-Sq) ALL GONGRETE SH�LL HAVE � MINIMUM GOMPRE551�/E STRENGTH O� 3000 P51 IN 28 DA�YS. MEGHf�NIG�LLY �/IBRATE ALL GONGRETE WHEN PLAGED EXGEPT 5LAB5 ON GRADE. REINFORGING BARS SHALL BE ftSTM f�615 - GRf�DE 60. PROVIDE ALL �GGE550RIE5 NEGE55f�RY TO SUPPORT REIN�ORGING AT P051TION5 SHOWN ON THE PLANS. YVELDED WIRE �ABRIG SHA�LL j' GON�ORM TO ASTM A185. Lf�P WIR� �ABRIG REIN�ORGEMENT ONE % FULL MESH PLUS 2" A�T SIDES /�ND ENDS AND WIRE TOGETHER. ANGHOR BOLTS �OR BEAM AND GOLUMN BEARING PLf�T�S SHA GON�ORM TO ASTM A�30"1 �ND BE PL�GED WITH SETTING �MPLATES. � �'-5 5/8" 1 ¢ , i _ I I 4�-8�� �/.�.� , i ,/ �— --- ------ -- � �— � — — i ' r. c,or�c.� I 9G'-2 1/2 CT�.I.F.) i � , I j I � L----+------------- --J �- � � 1 52.2 �Q % �i Q\ J � / rn�� GONGR�TE BULKHE,4D PER PLf�N LRNDING C� ST�IR TO DEGK: - VERIFY EX?�GT LOG?�TION/51ZE T. EXIST. FLR. 100'-0 (\/.I.F.) EXISTING STRUGTURE (NO FOUND�TION) GONTR?�GTOR TO �/ERIFY PIER LOGf�TIONS WITH REG�RDS TO EXISTING STRUGTURE EDGE OF 5L?�B GONGRETE BULKHEf�D PER PL?�N GONTR?�GTOR TO VERI�Y GONGRETE LOG�TIONS WITH REG,�RDS TO EXISTING STRUGTURE #4 c N05� 5EE PLAN �OR SLAB 8 R�IN� �NT. ��� @ 16" O.G. TYP. 6�� � � THIGK�NEI7 LI7G� OP SL�S C� 3/4"= 1'-0" : ����t�:. �� ``�J� � �,.� f�`. �: �_.. ____�---�--�-- _ � '� — � — -- z — � O _� � � - O �i � — � -� ' , � � i-- � -� �`��"�� FOOTING TO BEf�R ON NRTURAL UNDISTURBED 501L 5EE 501L5 REPORT GONG. PIER SEE PL�N 4-#5 DOYVELS X �ULL HT. 3-#5 �AGH V�I�Y @ BF28 PER �t�G.'S SPEG. 3}yy � � a�^ r> ` � � ' �� '�,j `;-' r i � J��. �� 4 .� � � � m SEE PLAN ii� ��/" � PI�R DET�IL @ 3/4"= 1'-O" �OU1�D�TION i�L�N C 1/4"= 1'-O" }, r .� ,e - , ,. 0310�-P-G 1 ���__ c : 4 � � � ,,;��. desi�n * build Ir�,I � w WaC� awz� �i Z Q r� � v1 v x l � �y x :� I "z�� � K, Q �' aa �"� �<_? <�;s : _-> �� i=� z � z ? _ � J F A� = O a ,� _ � _ = S 1.1 o,o- r,� 0 , � 0 , �, , ��� _,�------- - i�:.=.-R,✓-- — ��ti� - —� �- -- � � O � � � � 2 52.2 - - (�`! , — —�-�— — N � r �. m ���: �--------------- I T. GONG. �i 98'-2 1/2 (V.I.FJ � �'I � '----------------- �^� / � \�rr ��'�,, �I �I ,/�� �� ,� � O I ) � � � , � � . � �w. 2 \ `_/�, I -- I 4'-8" V.LF. �� � �''� � �— ' �OUND?�TION BUILDING FOCTIN65 HAVE BEEN DESIGNED U51NG R MAXIMUM ALLOYV�BLE 501L BEARING PR�55URE OF 1500 PS�, PLAGED ON UNDISTURBED 501L. THE 501L5 ENGINEER SHALL BE GONSULTED BY ', THE OWNER IN REGP.RDS TO P0551BL� FOUNDATION DRAINAG� REQUIREMENTS, itND ANY ,4DDITIONAL GONSTRUGTION REQUIREMENTS AFFEGTED BY 501L5. GONGRETE GONGRET� H�5 BEEN DE5IGNED AND SHALL BE GONSTRUGTED IN ,4GGORDANGE WITH TH� AMERIGAN GONGRETE INSTITUTE BUILDING GODE (AGI 318-89) /�LL GONGRETE SH,�LL HAVE A MINIMUM GOMPRE551VE STRENGTH OF 3000 P51 IN 28 D,4Y5. MEGH,4NIGP�LLY ' VIBRf�TE /�LL GONGRETE WHEN PLAGED EXGEPT SLABS ON GRf�DE. � REINFORGING BARS SH�tLL BE {�STM �615 - GRADE 60. PROVIDE % ALL f�GGE550RIE5 NEGE55ftRY TO SUPPORT REIN�ORGING AT % P051TION5 SHOWN ON THE PLANS. WELDED WIRE Pt4BRIG SHALL GONFORM TO ASTM A185. LAP WIRE �ABRIG REIN�ORGEMENT ONE/ FULL MESH PLUS 2" �T SIDES �tND ENDS AND WIRE TOGETHER. �NGHOR BOLTS FOR BEAM P�ND GOLUMN BEARING PLATES SHt� � GONFORM TO ASTM P�30'1 A�ND BE PLf�G�D WITH SETTING � �M PLt�TES. � GONGRETE BULKHEA�D PER PL�N 1�NDING C� STA�IR TO DEGK — 1/ERIFY EX�GT LOG�TION/51ZE T. EX15T. FLR. 100'—O (Y.I.F.) EXISTING STRUGTURE (NO �OUNDA�TION) GONTR?�GTOR TO VERIFY PIER LOGP�TIONS WITH REG?�RDS TO EXISTING STRUGTURE EDGE OF 5L,4B GONGR�TE BULKHE�tD PER PLf�N GONTR�GTOR TO VERIFY GONGRETE LOG�TIONS WITH REG�RDS TO EXISTING STRUGTURE #4 @ N05E 5EE PLAN �OR SLAB 8 REIN� �NT. � @ 16" O.G. TYP. 6�� 30" � TH IGK�NE�7 E�7GE OP SL�B e 3/4"= 1'-0" �-�,�,��-.� ��� ����►4.. � - L� `1 y __ - - � � --- - z �_ � O � �t -,�- � ��� . . , v L.._ (() SEE PLAN � PIER DE' C 3/4"= 1'-0" �OOTING TO BE�R ON NATUR�L UNDISTURBED 501L 5EE 501L5 REPORT , _ -_ 'A�I L GONG. PIER 5EE PLAN � �_ , _- 4-#5 DOWELS X FULL HT. 6 �OU1�D�T101� �L�1� @ 1/4"= 1'-O" 3-#5 EAGH YVi�Y C BF28 PER MFG.'S SPEG. �,,... ___ �A'1 � �% � C,'e. � d, ^ �" ��� r � .�;�Q:, ,. �� d� � a ,r� �`�`.�� s � ° _ ' �...� ..+ � . j i ��.. `'.�e'f� # .. ,- v ��R_- c : a ,. � �. _` -_. I design + build � � w � W �--1 C � w w ¢� ax�� Uvs�� E"'�z �- . ;� .. �, C/1 � _ � �jx � `� > aa H <zz <�;; ;� �= __��z =z = � < Q � - � a'�. , = ' O � - f�, = S 1.1 c,o- �, � > W � a � .� , 1'-O" R�TURN LONGITUDIN�L S�GTION THizOUGH �D� R�MP 1 1/2" WOOD Ri�IL W/OIL RUBBED BRONZE BRA�GKETS, TYP. � 2X6 GO1JT. TRE�TED W/5HIM5 8 1/�" Dlik �.B 10" @ 2'-O O.G. DEGKING PER PL�N J015T5 PER PL?�N BEAM PER PLAN 4- #5 VERT. @ PIER BIG �OOT FOOTING PER PL�N @ 1 /4"= 1'-0" � J _� _ � 1 �- -, ., �!� = �� � dJ � ' ' (n (n �—`t � - � � � � �X6 TOP GAP� H L R�IL 1 1/2" DIA. R/�IL ER SEGTION 505 A�11�.1 ,�N � 2X2 PIGIGET C 5 1/4" O.G. 2X4 BOTTOM RAIL DEGKING PER PL�N STRINGER PER PLAN W/(2) 5/8" DIA. THRU BOLTS, TYP. Gi�OSS S�GTION T�+i�OUGH �D� R�MP @ 1/4"= 1'-O" � - Z �-�Z � � - � � j ,���G ' :'� ��� � , � � � / �- j �� �� . desi<�n - build ar, � w wl�=c �wQ_x x�� G� C/1 x x r , Svr+ ��� � �_ ���' a� E� <z�Z zg;% _. > �=a- -°��Z _ — — :J — — I — � � � � .: i � \ n � ', = Q i � � � _ O� - - E� _ � -_ - 52.2 � _ � _ o��-�