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STO1� VEN�ER ��) F�AW TIMB�R EN61� YVOOD 6LAZIl�l61 MIRROR SEGTIOI�I GUT SYMBOL e�tv,ariox r��ce ELEYATION SYMSOLS REYI510N SYMBOL DETAIL OR PL,4N ENLARE�ENIENT Wir�oW �c� WINDOW 1 DOOR 51Z� (FT. � DOOR R��NGE �r_i�l�ii��;=.;�a►�: fc?�T!.3��:��iiui=��l ,��,�t � o�� v �eav� A�F ABOV� PINISIi�D �LOOR A�6 ABOI(� PINISH�D 6RADE AP A�GG� P�4NEL AGT A�115TIGAL GEILII�l6 TILE ,4DJ ADJAGENT ALT ALTERNATE AL �J�UMIrUJM A�Pf'R4X APPROXIMATFIY ADA AMCRIGAN DIS,4BILITY ,4�T A/G AIR GONDITIOI+Ill�l6 A�.H ARGHITEGTURN_ BSMT BA5EM�NT BR6 BEftRIN6 BF6 BELOW �INISFf�D 6R,4D� SEAM BE,�M BYL �L�D $IT BIILMINOUS H�LK BLOGK s�� .cx,icit� sa Bo,ar� SO BOITOM OF BOT BOTTOM SLD6 BUILDIN6 GPT GARPET GSMT GAS�MENT GIP GAST IN PLAG� GL6 GEILIN6 G1R GENTER GT GERRMIG TI1.� GLR GLEARAAIGE GOL GOI�IJMN coxc cowc� GNp1 GONGRET� MaSONRY �JNIT G GONDl11T GONST GON9TRl1GTION GONT GONTINUOlJS c�r coNrnoL �oixr Gi'R GOPP�R C�1J5T GUSTOM DEP'i DEPARTMEHT D DEPTH DTL DE7ftIL DIM DIMENSION DW DISH WA51-I�R DR DOOR DW6 DRAWII� DF DRINKIN6 FGkJNTAIN E EAST ELEG EL�GTRIGAL ELEY EL�1/ATIONS EL EL�1/A�TOR �ME-R El�6ElJGY EQ EG�J,4L. �auiv eauiv,�.�r EXH EXHA�UST EX6 EXI5TIN6 EXP EXP,4NSION �xr exr�ioR POG FAGE OF GONGRETE FOF FAGE OP FINISH �or-r �,ac� o� rt,�sox� F05 P,4GE OP STlJDS FIN FL FINISFf FIAOR �LE1/ATION PE FIRE EXTIIy6dJ15HER PDG PIRE DEPARIM�NT GONNEGTION PHG PIRE HOSE GONhI�GTION PEG PIRE EXTIhlC1J19HEii GABINEi FPL PIREPL,�E FP FIREPROOFIN6 FL6 FL45Fflly6 FLR FLOOR FD FLOOR DRA�IN PT6 POOTIN6 �ND POIJNDATION �eo �rus�n � or�s FllR HJRRIH6 6A 6AF�, 6AUE>E 6f�LV 6ALY,4NIZED fiD 6ARBA� DISPOSAL 6G 6�NERAL GONT'Rf�GTOR 6LAM 6L�.JLAM LAMINAT�D B�EAM 6L 6LAS5, 611�ZI N6 6S 6RAB BA�R 6ND 6R0lJND 61^� 6Yfx'.�IJM WAL.L BOARD H6R HAM6ER HDW HARDWf�R� HDR H�A�R HT6 H�ATIly6 HVAG H�ATIly6/V�NTILATIN6/ AIR HA GONDITIONINlG6 HT FI�16FfT �IG HOLLOW GORE HM FfOLLOW METAL �iz �izoxT,� It�IGL INGLd1DPD ID INSIDP DIaM�T� ISG INSTALLED BY GONTRAGTOR I�O INSTALLED BY OY�WER INS IN�UL41�D INT INTERIOR JT JOINT JST J015T JG .JANITOR'S GLOSET KIT KITGH�TI LAM Ll�MINtkTE LVL LAMINATED YENEER L,UMB�R LAY LAYATORY LH LE�T HAND L LEN6TH 15TEEL A1�lEL.E � LT LTL LYR � � MO �n M,4)C 1�GH MG � MTL M MI^4 MM r� MIN MIR MISG � MJLL NAT NR NOM x xic xTs o.c. OP6 OPP o� OSB � oH OA (P) PR f'KN6 PYMT PED PLf�M f'L f'L�I1M PW f'T � P51 PG � ar RGf'T RE: � RE�R �ix� � RE� �v RH R R�5 � RP6 � RD x (5) SFfT 5FfT6 5M 51M SPM 5G 5 SPEG 5Q. FT. SSTL sro ST 5TL � 5TR STRUG SW 5YM T�L N TFNG THR TBD T�6 TOS T5L TOW TB TR T TS 'TYP �s UL �1ty0 VB VIF � VERT VGT v Yr/b YrG YrH YrV� W Y� WDW r�v Yr0 YrD Y�C' Qour� LI6F�T LINTEL LOUVER rr�rwo� MAI�JFAG'TUR�K MASONRY OPf3�41N6 M�TERIA�L. MAXINGIM MEGHANIGAL MEDIGIi� GABIWET MB�BRANE METAL MET�R MIGROWAVE MILLIM�TL-ft MIL�'S P�R HOUR MINIMUM MIRROR MI5GFILAN'EOUS M0151LRE RE515TANT MULLION NA171Rp�L A1015E R�IJGTION rlOMINAL xoRrf+ xor ix cox-r�za�cr HOT TO SGALE ox cEx� or�xir� OPP051TE or�osir� wat� ORIENTED 5'T'RAND BOARD OUT5IDE DIAMETER ov� OY�RALL PAINT PAIR PARiGIN6 Q,4VEN�NT PEDESTAL PLASTIG L4MINATE �� i� PLYWDOD t'RE55URE TREAIID Qan�s � �aua� �oor POUI� P�R SQIJAR� INGH 1'RE-GAST �n L�JARRY TILE REGEPTAGL� REf�R TO R�RENGE RE�'RI6ERATOR REII�OR.GIAlG6 REC�l11R�D RESILIENT �siox RI6FfT HAWD RIS�R ROD AND SHELF � �aix ROOFIN6 RDOM R�H OP�tIN6 �ouc� sAww SfrNITARY SB^�R s�a.,axr SHEET s�r�+ixE. SFIEE7 MET,AL SIMILAR 51N6LE PLY MEMBRANE 50LID GORE �O�TH SQEGI�IGATIONS St�kJARE �1' STAINL�56 5TEEl. STANDARD 5�F1.F-TAPPIly6 s� sTORrr �ix � sr�a� �GTOR STitI1+IfER 5TRUGTJ�4L. SYVITGH SYMN�TRIG,4L. T�J.�PHOWE TELEY1510N T�IIUGAIEf 1i-IRESFIOLD TD BE DETERMINED TON6UE AND 6ROOYE TOP OF 9LAB TOP OF ST�L TOP OF WAIJ_ TOY�L BAR 1RAN50M TREAD TdJBE 5T'EEL TYPIGAL dJNDL�RGYJMD �i� LABRATORIES IJNLESS HOTED OTHERWISE YAPOR S,4RRIER v�� ix �i�.n Y�RSftLP�M V�RTIGAL YINYL. GOMPOSITION TIl.E va�rs WASHL-�Z / DR1'�i YVATER GL05�T W�,TER FfFATER ►�LDED WIRE �ABRIG WIDTH / WATTS 1 Y�ST WID� PLAN6E WINDOW wirH WIThI011T YVOOD YVAT�RPROOF 1 Y�AT�ROOF 2712 KINNIKINNICK COURT VAII, COLORADO 81b37 ��,�� ot�� OI. DO PIOT 5G,4L� DRAWII�IE�S. V�RIFY DIM�NSIONS, �I�LD CANDITIONS � UTILITY LOGATIONS ON51TE PRIOR TO SUBMITTHL OF SID PR4P05AL5, ORDERIAl6 M,4T�RIA�LS OR �A16A61N6 INTO GONTRAGTSI �UBGONT'RAGTS. 02. I�IOTIf-1' ARGHITEGT OF GONPLIGTS OR DISGR�PA�1�lGIES IN THE DOGIMENTS OR 1�ED FOR ADDITIONAL. INPORMaTION IMMEDIATELY UPON D�TC-RMININ6 EXISTIi� �I�L.D GONDITIONS � VERI�1'IN6 NAT�URE OF GONPLIGT OR DISGREPANGY. 03. AR�AS OF GONFLIGT OR DISGR�PANGY MUST �E FULLY R�50LVED WITH WRITT�N 14PPROVAL FROM THE Ol�WER REPRES�NTATII/� �ORE GONSTRUGTION GOKTINUES IN �N1' APFEGTED AREA OF WORK. 04. PLAN DIMENSIONS ARE TO FAGE-0E-FRAMIN6 OR FAG�-0E-GONGRET� 1JNL.ESS hIOT'ED OTFfERW15E. GRD55-SEGTION d YERTIGAL �LE1(ATION DIMENSIONS ARE TO TOP OF GOtyC.RETE, TOP OF PLYVy00D, OR TOP OP W,41..L PL4TE5 OR BEr4M5, UNL�55 NOTID OTHtTtW15E. 05. PROVIDE ALL N�G�55ARY BLOGKIly6 IN WALI_, FLOOR d G�ILIN6 GAYITIES FOR MISGELLAIV�OUS INSTALLATIONS NEG�55ARY POR SUPPORT, BLOGKIN6 OR M/MWP/�GT�/INSTALLATION INSTWJGTION WHETHER SHOWN ON THC-5� DOUIMENTS OR PRDYID�D WITH SEPARATE DOGUMENTATIDN BY OTIi�RS. LOGATIONS INGLUD� BUT ARE t�T LIMITED TO G�ILIN6 � WALL-MOUNT�D �IXTURES, ��GGE550RIE5, Gr4BINETRY, C�C.�JNTERTOPS, SHELV�S, GLOSET RODS, �AUX B�AMS � LI6HT �IXT�JRES OR OT�f�R 5UGH YJ�JRIC. 06. GOORDINATE � YERIFY f�LL RD1JFiH-IN LOGATIONS 4 REQUIR�D GI�ARAlyGES POR ��c-r�ic�, M�GHRNIGP�L � PLUMSIN6 PIXTUR�S d fi�PPLIA�NGGES WITH TFf� IN�ORMA�TION PROYID�D H%REIN � PRAYID�D BY OTHiRS. D�TC-RMINE TH,AT EXISTIly6 FIELD GONDITIONS ALLOW POR HLL SUGFf ITEMS TO PIT WITHIN GEILIN6 P1.�NUM, NEW DETAILS, ,4RC.HITEGI7JRAl. , PLOOR AND/OR WALL GAYITIES N AGGORDAI�IG� WITH aPP1.IG,48LE GODES � MANUFAGTJIRER DATA. 07. YERIFY ALL POWER # LOW YOLTA6E EI�GTRIGAL ROlJ6H-IN LOGATIONS �OR AF'PLIAHGES, �G�JIPNIENT AND/0R LI61�fT PIXTURES IN ADVANGE OF ORDERIl�l6 OR INSTfrLLATION GONSTiZUGTIDN ITEMS. O8. APf'ROVE 11LL PIXNRE5IGOLOR5IPINI5F�5 WI1N OWNER REPRES�NTATIYE IN ?�DVANG�. Oq. IN THE EV�NT THAT ,4DQITION�4L D�T,41L5 OR 6dJID,4NG� IS N�DED BY THE EJEMER�4L CANTRAGTOR FOR CANSTRUC�TION OF ANY ASPEGTS t7F THIS PRAJEGT, IiE SFfALL IMMEDIATELY NOTI�1' TFf� OWNER �NTATIY�. 10. B� RE5PON51BLE FOR 5ATI5�YIly6 ALL APPLIGASL.� GODES � OSTAININ6 ALL P�RMITS � R�QUIRED APPR,OVALS. GODE GOMPLIA1�lGE IS MANDATORY. TH�S� GONST'RIJGTION DOGUMENTS 5H�4L.L IyOT P�RMIT WORK 1�lIOT GONPORMIN6 TO REL�VANT Gt)D�5 6C)VERNIN6 THIS PRO.EGT. II. FIELD GOORDINATE �ND OB'fAIN APf'ROYAL FROM THE AR,C.F�ITEGT AND/OR STRUG'RJRAL EH6INEER �fORE ANY GUTTIN6, NOTGHIN6 OR DRILLIN6 OF AKY PRE-GftST CAAIG%iETE, STEEL �MIl�l6, OR ANY OTf�R STRUGT�JRA�L �LEMENTS WHIGH MAY IN ANY r�Y �T r� s�c�. ix�iN o� r+� �ui�nirt6. 12. ,4LL NEW 4 R�MODEL (Y�1i-f�R EH6IPIEERED OR D�516N-HUILD) �GTRIGAL, PLUMBIAl6, M�GH,4NIGAL ��IRE PROTEGTION WORK SFf,4L.L $E CAMPLETED IN ,4 WORKMANLIKE MANNER IN AGGORD,aAIG� WITH ,ALL REC�IJIREMENTS OF ALL GURftExT GODP � RE61JL.{�TORY REC�IJIREMENTS ADOPTED SY THE 60YERNIN6 MUNIGIPALITY � OTHER ft6ENGl�S FfAYIN6 JURISDIGTION, IlyGL11DIN6 /�LL AMENDMENTS THE�ETO. TFf� CAMPI.�T�D WORiC SNIIL.L AIJ..OW �OR �INAL GERTIFIGAT� OP OGGUPANGY TO SE 155U�D �r' rf+� ,wr+�irr ++avix6 .iurtisnicTioN. 13. SUBSTI'NTIONS OF "EQl1AL" OR '�C�JJIVAL�NT" PRODUGTS MAY BE AGGEPT�4Bl� WITH OY�WER REPRESFNTATIVE OR AR�C.HITEGT WRI'iT�N APPROY,4L. IN ADYANG�, SUBMIT DETAILS {I� N�ED�D), ALL PRODUGT DATA, SPEGIPIGATIONS, �EA1�5, OPTIONS, �INISH�S, ETG. IN ORDER TO D�iERMINE AGG�PTA8ILITY. 14. PROYID� ALL LABOR, MATERIal.S, TR�,4N5PORTATIOPI, SUPPLIES A1JD EG�JIPMENT TO PROVID� ,4 GOMPLETE PRD.EGT WITHIN T'Ff� REG06NIiED STANDARDS OP THE INDIJSTRY THAT ALLOWS POR FIN,4L G�RTIPIGATE OF OGGUP,4NGY TO � ISSUED BY TI� ,4UTHORITY HA�VIiy6 .uRISDIGTION. 15. GOORDINATE ALL GaBINETRY GON�16d1RATIONS WITH OWNER REPI�S�NTATIV� 1'RIOR TO R01J6H-IN. GOORDINftiT� ALL TRIM PRDFIL.�S A1JD GONFI6URI�TIDNS WITH OY�Od�R t�i'R�S�NTATI�/'�. GOORDINAT� ALL INTERIOR �INISH�S WITH OWNER R�PRESENTATIi/� � RE�ER TO �INISH SGH�DIJLES, A5 APPLIGHBLE. I6. REFER TO ALL ARGHI'I�G17JRr4L 1 INTERIOR DE516N�R5, 51�ZIJGT�IRAL, GIYIL, MEGHANIGAL, EL�GTRIGAL, PI,UNBIN6 � A1�lY/,4LL OTHER SP�GIALTY CANSIJLTANT/ET461N�R DRAWIN65 ATfAGFI�D TO THES� PL,4N5 IK ORDER TO #-7J11Y DET�RMINE THE SPEGIPIGATIONS FOR I�LL MATERIALSlJSED ON THIS PROJEGT. I� TH� ARE ANY GOI�EFLIGTS OR OMISSION IN T}� PLANS OR SPEGIPIGATIONS IT 15 TI� RESQONSISILITY OP TFfE 6ENERAL GONT'Rf1GTOR TO GONTAGT T'HE AR�GFfITEGT AND10R THE O� REPRES�NTATII(� TO RESOLVE T�I� ISSUE. I'i. INSULATION SFf,4LL B� �ITH�R, �JNFAG�D FI�R6L,A55 B,ATTENS WHIGH �G�JAL TFI� R-VALUE STA'T'�D OR l�4 GOMBINATION OF FISER6LA55 BAT'T�NS AND RI61D FOAM WFfIGH IS EaUAL TO THP SAME R-YAL,UE. DO NOT GR�AT� INi�ERNIEDIATE DEW POINT�. ROOP=R-38, EXT�IOR WA�LLS= R-Ia, INT�RIOR WP�LLS=R-13 (R-14 IP GAYITY f4LLOWS), �XTERIOR FLOORS =R-38 AND R-10 BELOW NEW GONGRETE SLAS AREAS, llNLE55 tyOT�D. 18. A�LL DOORS SHALL MATGH �UILDIty6 STHNDARD, I1�1GLIlDIN6 WINDOW LI6HT5. Iq. ALL ROOF/WALLNENT OR OTH�R GONSTRUGTIOx JOIKTS � OTH�i? AREAS SIJBJEGT TO Mois� ixrnusioH s�+,qu. ��o�.Y ��v � cou�r�-�L,a�o win� ,a NON-GORRD5IVE PLASHIN6 WHIGH ME'ETS IHG REQUIREMENTS � SHALL 1�lOT L�AK OR D�TERIORATE �ROM WEATHER. ,4L1. WINDOWIWALL P�TRATIONS � OPC-I�lI1�165 SHALL SE CANSTf�UGTED IN AGCARDAHGE WITFf 18G 4 ALL Af'PLIG,48L.E MANUF,4GT�IRER DATA. 20. ,a5 ,4 P,4RT OF PfZO.�GT GL05P-0IJT, F7JRNI5H TO THE OY�WE�R ,4LL WRITT�N � 6RAP�fIG MAT�RIALS POR ANY 4 ALL EC�JIPMENT, AP'PLIANGE9, HARDWARE � SYSTEMS INGI�UDIl�l6 YVARRAKTIES, INSTWJGTION MANUALS, INSTALLERS � MANUPAGTdJRERS NANI� d fIDDR�SS. ALL �C�JIPM�NT, SY9T�MS, PIXTIJRES � APPLIAI��S INSTALLED SHALL HAY� A MINIMUM OP A ONE (I) Y�AR WARR,4NTY THE GONTR,4GTOR ��URTH�R WARRANTS A6AIN5T �AI1�1RE OF ,4LL VARI011S SYST�MS INST,4L.LED, GONSTRUGTED OR GAIJ�ED TO �E INSTf�LL�D �OR TH� PERIOD OF Ol� (I) Y�,�R A�TER DATE OF ��ULL OY�WfR P�GGEPTANG�. 5�E ATTA�GHED FRO.IEGT M�4NUAL � GONSTRUGTION SPEGIPIGA�TIONS, IP �PPLIG,A�LE, POR MOfiE D�iAILS. 21. aL.L REQUESTS �OR IN�ORMATION SEfALL B� SUBMITTE'D TO OWNER REPRES�NTATII/E �`f GONTRAGTOR WHO SHALL MAINTAIN AND DISTRI�UTE IJPDATES OP A L06 OF ALL t?PIS. SEYEN GAL�ND,4R DAYS MAY � 1+I�DED TO REYIEW RPI'S ONG� Y�ZII'T�TI RPI'S �4RE REGEIV�D. 22. APPLIGATIONS FOR PAYMENT SHALL SE SUBMITTED TO OY�R WITFf BAGK,UP DETAIL REQUIR�D S1' GOHTRAGT POR GON5TRUGTION A5 WELL A5 IN GON�ORM�IG� WITH LIN� IT�M �UD6�T 50 A5 TO REA�DILY L�TE-RMII+I� S� CAMI'LETE ON A� LIN� ITEM B,A515. 23. �UPON GOMPLETION OP THE WORK NOTED H�REIN HND IPlGLdJDIN6 PERPORMIPI6 TI� WORIC ON HIS OY�W P�JPIGHLIST, NOTI�`f OY�W�R REPRESENTATIVE OP GOMPLEi'ION 50 AS TO f�LLOW THE O!^WER REPRE5�r1T,4T11/� TO R�VI�I^4 FOR CANFORM�J�IGE.TO THE DOUJh�ENTS p�ND, IF N�DED 155UE �4 f'�JNGHLIST �OR FINAL GOMPLETION. T I T�� 12 �Ol�l 11�1C� � I�G 2��g �1�41`''�l�''«�'Y: TOI�W OF VAIL SII�l6LE FAMILY R�5IDENTIAL R3 1Yf'E V-B <IO - - o. - -- -- • �• I��. — ��-- •�•y � PROYIDE I H011R S�PARATIDN B�TW�EK 6aRA6E AND DW�LLIN6 llNIT PER IRG. fi��'OJ�Gt L'>= ou�� t,�-r � ��: PAT�IGIA �R�NKE, OWNER 2112 KINNIiGINNIGiG GOIJRT YAIL, GOLORADO 81657 H,4N5 OB�RLOHR, OWNER REPi�ESENTATIVE ('�"10) �471-O-t20 H,�NSC�VAIL.NET ��L.�� I ��V�: YIGTOR M�RK DONALD50N ARGHITEGTS M,4RK DON,4I.DSON, PRI NG I P,4L 0048 EAST BEAV�R GR�IG BLYD, SUITE 207 P.O. BOX �300, ,�VON, GOLOR,4D0 816�0 P+�oNE: a�o.a4a.��oo / F�ac: a7o.a4a.��o� E-M�IL: markd�vmda.com �t��ic;t�i�� = IGi?M GONSllLT�4NT5, ING. TIM D. HENNUM, P.E. P.O. BOX �5�[2 YAIL, GO. 816�� PH�NE: q70.�i4�f .q3q I �-MaIL: TDHc�KRMGONSllLTANTS.GOM �./� 1� I� �I��IV��= APLINE EN611V�L-RIN6, ING. G�4RY ALMGREN, P.E., PiZOJEGT MANAGER EDY�RDS BU51NE55 GENTER P.O. BOX a7 EDYVI�RDS, GO. 81632 PHONE: q70-�26-3373 E-MAIL: ALMGREN�ALi'INEGIVIL.GOM �� C��X TI TITLE SHEET f�El AEISURYEI" AEI ,4EI GIVIL EN6IT�II�l6 ,451.0 ARGHITEGI7JRAL DEMOLITION 51TE PLAN A51.1 NEW ,4RLHITEGTURP�L. SITE PLAN AI.I �LOOR PLANS A2.1 �LE1h4TION5 a�.i �ui�nir�s s�cTiox SI STRUGTdJRAL ET161PI�ERIl�l6 S2 STRUGTURAL EN6IN�ERIl�l6 53 5TTj1lG11JRHl_ E1V61PI�ERIl�l6 V �� A RCH I T ECTS 0 0 4 8 E BERVER CREEK BLVD SUITE 207 BOX 5300 AVON, C081620 970.949.5200 vmda@vmda.com FAX 949.5205 � � W � � � � � � � ti � � � � �� U o�o �UO Z zo Z � � � � �z� �zU � J ¢ � Q � � � �' N � �� 0 " 0 N M � � U 0 a O F 0 T, F O � � 0 T, 0 0 T, � W W � 0 $ � SLOPE �� Ar SE� P L A N \ � � � � � � � � � � � CLAYEY BACKFILL�: --�-� " � d CONCRETE FOUNDATION WALL � MIRADRAIN OR EQUIV. ti4rA?FRAi200�ING �R .�^"� ; BELOW GRADE WALL � DAMP PROOFlNG PER ARCHITEc:Tt1:�!�? p��AN� c� PROVIDE POSITIVE SLIP JOINT BETWEEN Z MIRAFI 140N OR EQUIV. SLAB AND WALL PER SOILS ENGINEERS z 4" PERF. RIGID PVC PIPE RECOMMENDATIONS. o SH04VN ONTPLANSSLOPE .: / � FLOOR SLAB . / . .. 6" SOLID STORM a �� SEE STRUCTURAL PLANS d•a e ELEVAl10N OF BOTTOM OF FOOTER TION OF PIPE INVERT 1:1 MAX SLOPE SUBDRAIN DETAIL Approx. Scple: 1" = 4'-0" PLUG AND CAP FOR SUBDRAIN CLEANOUT � CAP FOR SEWER CLEANOUT BACKFILL & COMPACT � � TO SPECIFICATIONS 4" PVC � COMPACTED 3/4° SCREENED ROCK r'�— �� —�---��""" Recess lid 1/8" Pave ent Grade below finished grade D&L H-8012 valve box lid To be labeled "cleanout" (2) 22-1 /2' ELBOWS OR 45' BEND � �� T � � — -.--- -----------------� BELL TYPE PLUG, WHERE REQUIRED �SEWER LINE, SEE WYE WITH 45' ELBOW PLAN FOR SIZE (ALL BELL FlTTINGS) SEWER 8c SUBDRAIN CLEANOUT APPROX. SCALE: 1' = 2'-0" e ° "L"= See Plans 2'-0" Min. � PERFORATED PIPE CLAY DAM TO FORCE _�MIRAFI 140N � WATER INTO SOLID PIPE � - -...__ - - � - _ _ _ __ _ _ _ _ _ _ -�� j // �2 SOLID PIPE 0 / ; - - -- _. - -- ;. _ ___r__ ' �,'i � F�o� i / . =L-� � �-- -- � , �i � i i �� 3/4" WASHER ROCK � CLAY DAM Scale: 1" = 2'-0" � _ ciass s Roadbase Undisturbed Soil� 12" Dia. Hancor ��'��,1�� / �� (�� . Pipe Subgrade ,\�\ �Q��-'" \\ \'��j�� \\�\\%�\% ��/\\/ \\� /�/�/\�� CULVERT BEDDING SCALE: 1 " = 2'-0" N c3 O ��g �� Z�� z v� �� ZZ�� Sm� / _ '4 � 1 ,1, o+oa � --Ig _� � � g_� �,_ � �Z � ��mZ ai m�� ._ � � 15LF.�11� PVC O 2. �07L TOP OF F007ER BEYOND - . . Y- �. �� .. �'S � � ti �� y � r■ -`r .;• " '.. I ,r�% �� • � �.}i. t� � ��L� � ._,+' � ' � � � i� � � + ` I'r � ` � 5 R ' i• r �� : �I� 1 _� _� M � 4� " _ i � '�' � s ; �, -- _ y��+, ' � �" � ,��`'k.� _� �,: � -- F,. _ y�' � y � � . . � . � , �tr.� r 7}; , . �4 � - . � : r � � �� .°:r `� �,' L. f L ` '�' � �!. � f �`r} �y�� x �� ' W'1 Lllir - - = .y . . � :� � ti�i � } ,� .. T � � � ��- , .. . `$ �� .�:l� �� + , � � . �; -- , � - � . , �.. � ,. � �, .: DI�T_A_N_[_� ir f - -'-` �;�'_ �` , - _ ' �.. REQiJlRFF� , . � � � � �z�`. � � BY T�DV ..� ' �,�pr � t �C- , �.i '�w y � 3 k. k'� �`# � �1� � ',� - "�e . �-: - � ; � -� �� ~��.y: , ,.. � . ` , `'� � � � �� :�:� , \�-�` � � �� _ J � ir � .� - `' �'.��' ��;`' ti�� . �� "� �=�� 150' SITE DISTANCE LOOKING WEST � r� k^i � � �. I ��. �� • ', , , � .� , „ �.�, � :,' , y _ - �� ' � . - � c � +�: � ' y + ,i� �" •+ , . `� • _ � . , • +� . . �� .y_ _ '!:' . � �' � . �- �� ' i � �_ � `� _ . . �� '1 � _ r" • ,'" "r �� . �'� _t _ . . , - t�'-` r � . _.. ��- _ � � �1 � � " .�*. ,�: `� _ �. � :�. - ;- _ * +r;' � �--,.� - ' - � . GON� � , ' - ! - _�� - �. - �� ►_ _� � -�`�.� 250' SITE DISTANCE LOOKING EAST , u ;•.� - ' * st � � � SITE DISTANCE TRIANGLE NOTES: � �� r �l► 1. BACKING WOULD TAKE PLACE ON TO THE CUL-DE-SAC BUBBLE '` � � �' � � � RATHER THAN THE ROAD. �;� � F 2. DUE TO THE CURVE TO THE WEST. 08TAINING A SITE DISTANCE � � �� _ OF 250' IS IMPRACTICAL (BUILDING AND VEGETATION INTERFERE; � R�'�' � 3. SITE DISTANCE OF 250'+ TO THE EAST CURRENT EXISTS. ' 4. PER AASHTO EXHIBIT 5-2 STOPPING SITE DISTANCE: �-. � �G� RD ` 4.1. 15 MPH = 80' �� ' 4.2. 20 MPH = 115' '"` - ��NN - rv . '� � � 4.3. 25 MPH = 155' �, ' ,� ��; �� r �r �� . 4.4. 30 MPH = 200; � '�" ,�" 4.5. 35 MPH = 250 � �� - � � � �� . � -• �: , . �"'�'27 `.� : zF � � , � �:, � , . � M' LEGEND � U � ' GENERAL NO,�S: IIIIIIIIIIIIIIIIIIIIIIII z m M 1. A GEOTECHNICAL/SOILS REPORT WAS NOT AVAILABLE DURING 6 1- 5 x P R O P O S E D S P O T E L E V A T 1 0 N � a�� P R E P A R A T I O N O F T H I S P L A N. �� 4 P R O P O S E D 1' C O N T O U R �� 2. REFER TO ARCHITECTURAL PLANS FOR PLANTER WALL. f005 P R O P O S E D 5' C O N T O U R Z�� 3. IF AN EXIST1NG SUBDRAIN IS FOUND DURING CONSTRUCT10N� PROVIDE LOCATIaN, ELEVATION AND DAYLIGHT POINT TO AEI. � PROPOSED SLOPE OR GRADE � �o • 5X 4. WHEN STRUCTURAL PLANS ARE AVAILABLE THEY SHOULD BE PROPOSED SOLID STORM PIPE III III W WU� PROVIDED TO AEI TO REVIEW/REVISE THE SUBDRAIN LAYOUT. � IIIIIII III w N�M 5. THE FOOTER MAY NEED TO BE DROPPED OR BLOCKED OUT TO PROPOSED PERFORATED � z�a,o ALLOW SANITARY AND SAND OIL TRAP TO DISCHARGE. "��}�" SUBDRAIN PIPE — NooN, 6. SEE ARCHITECTURALS FOR DEMO PLAN. � � IIIIII � Q``'o 7. CONTRACTOR TO VERIFY CONNEC110N TO MANHOLE PRIOR TO Pss PROPOSED SANITARY SERVICE III Z 3� CONSTRUCTION. EXISTING INVERTS WERE NOT AVAILABLE AT TIME p PR�POSED SUBDRAIN CLEANOUT W W. OF DESIGN. CONTRACTOR/ARCHITECT TO VERIFY CONNECTION WITH ADJACENT PROPERTY OWNER AND TOWN. THE MANHOLE IS � PROPOSED NYLOPLAST STORM OFF OF LOT 10 BUT IS WITHIN A DRAINAGE EASEMENT. INLET 8. AEI SHOULD REVIEW THIS PLAN FOR COMPATIBILITY WITH PROPOSED ASPHALT DRIVE STRUCTURAL PLANS WHEN STRUCTURAL PLANS ARE AVAILABLE. -_ ____ __� PAVING 9. CONTRACTOR SHALL HAVE ALL U11LI11ES LOCATED PRIOR TO BEGINNING OF CONSTRUCTION. ' � PROPOSED BOULDER WALL 18 PROPOSED SUBDRAIN INVERT ' �4':' EXISTING 1' CONTOUR Q - - - =��=r` - - - EXISTING 5' CONTOUR � OM EXISTING MANHOLE v C��,�� EXISIING ROCK WALL � Z � EXISTING ELECTRIC � �F"H EXISTING TELEPHONE � � �� EXISTING CABLE � � � E� EXISTING GAS � � � � � �� 0 W � } � � � �� . �� . � , � � .t \ � � �� LARhCSPUR LN. � � � � ,� �. . � �. �{� . � . M k f , ,� � �_� _ � � � `y � tti'" — iS] � � � � � � 1 �' f � � r r � / •� ,xgf. ; �� f � 1 � �� 7� �4 4 }%, ra � � f � � . � � � - � t� , � � �r-: J I � _ � . � . . � � •i; . � . ,.=.,�„�„� . rv.. _ .� _�- :. �� x.,. ,�.,f.- -. � � AERIAL VIEW �� ' � � � � � � ' _.� �_ .� � ��_ �� . � � 4C� ; �� . � � � � °°F °°Zo � �� Z�= �� d Z K ? J� .. ��-- — 13.7 LF. B' SDR35 PVC O 20X L 2 LF. 8' SDR35 ' PVC O 20X �• voznc� BEND 0+73.26 �-�-�' 4" PERFORAlED SDR35 PVC O 1 X. � PROVIDE DRAINAGE AWAY FROM NEW CONCRETE WALK — EXIS7ING PLANIER .. TO BE REMOVED. �QK RE: ARCH PROPOSED PLANTER R� ARCH � � �8 � r � � PLAN7ER f WALL = � �, RE ARCH d�°' �, �� '�CARY � C T. RI .39 RUN PR �oY � o �� / � � r � . fi. � / Fr' MATCH EXISIING ASPHALT. � / r O PLJNE.DTAqC VER7ICAL m(�. � } / .t� �'� RE: ARCH PLANS FOR rn� R�ov�. c�.) // / / / / / � ,0. � � / / / / � � F � - � �T�,_ �: �- R�ucE Bou�n�s To r TCH NEW DRIVE GRADE ;.�� K TOP OF WALL AT �- SAM �EL.EVA710N ��-� ee ti �� ,- �� CONTRAC7DR TO PROlECT EXIS71NC,� CABLE N AND ELEC7RIC'°L�NES DURING � � z� { , ��-_' � _ � �/j � �: : � . ' � -EXISTING ST�!?!s��..�.��...�' RIM:1002.32 / '� EXISTING 18" RCP INV: UNKNOINN .� r / 8' SDR35 PVC IN1h. 999.82 � . �� ^ l ? � � x� � ='� "� :., START�PRflFILE STA: 0+00 �" � ';�r� �i �;- SEE GENER,�4L NOTE �7 , � �� •-� . � . � _ - �'� ,i �1 f= `,:_, � '� . . ,�,. . -.: } _;:-.:.., � ��--� �'�� .'. / -/ / ��.�1 " � , � � / � �� - - ` � „, { �� - _ � - � �`!/ -= _ �� — � �. _ — / ,� � �� APPROX EXISTING SAN INVERT: 1001.56 �� # PROP INV: 0200 ' � �. � RUN BETYYEEW SUBDRAIN AND � � STORM DRAIN / � ' � / INSTALL CLAY DAM AT LOT 9 PERFORATED Td SOLJD � PIPE CONNECTION � � 4' PERFORAlED � SDR35 PVC O 11L '' / 6' SOL.ID SDR35 PVC O 2X MIN / SLOPE � �DROP SUBDRAIN AT FOOTING DROP. � �ORaNA7E NA7H � STRUCTURAL PLANS. � / CONIRACTOR TO PROlECT EXISIING CABLE N AND ELEC7RIC LJNES DURING c�nisrnucnoN. DpS71NG 20' DRAINAGE EASEMENT � \ \ \\ r , f � 1� �l 1 � 1 � l GRAPHIC SCAI ( IN FEET ) 1 inch = 10 f� 1 � � � / ! 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G�RTAINTEED PI�ER � � . � G�MENT BOARD ; � . SMOOTH V�NTIL,4 ��_3�� ' ' • ' SOFFIT : � • � � I'-7" �� . • ' ' . ' . ' . G�DA4R 8"" 6ROOY� YERTIGAL FIB�R GEMENT SIDIAl6, TYf'IGAL ,2X6 WDOD STllD WALLS IN5UL4TID, TYPIG,4L 8" GONGRETE PG�INDATION WALL. R�: 5T'RUGT�JR� — a� � . a. a v d 1005'-6" ' a TOP OF NEW 6ARA6� SLAS a Od POUNDATION DRAIN R�: GIYIL ° �a a 518" A.W.W.P. PLYWDOD WITH • MATGHI1�lI6 5 - �ixisf+ . • _ 'd�. . '�e � _ � . EXISTIt+� Wf�L.L BEYOND � cn �LASFIIN6 EXI5TIN6 �TITRY B�YOND __ _ w >�� f� .� _ w_ _ � ,_- t�•��v� .� ._ ' E�661N�ERED .1RUSSES . • • . . , . . ' . • ' � • 16" O.G. ftE . . . . � . . _ 5iR1JGTlJR�tL . ' . . . . ... • . • . • ' �XISTIN6 WINDOW TO ' , ,' , . . . . _. . � �x�� . . ' • . � ' � . WooD �RAM� Wl 518" . . . . � , � '� ' ' - ' . � ' � �, ' � 'x' �c+i si�e. � . �. � ' • ' . . • I HOIJR SEPERATION . . • • ' , .. � . • . • . ' f'�R 16iG ' � ' . . • . s FJCISTIN6 ST�JGGO FINISH . . ' • ftEPAIKT TO PRDYIDE . . . . Mf�TGHIN6 �INISH ' ' � • . 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PAl�tr ra A MATGH SIDIl�l6. � (020'-8° ----- TOP OP NEW PI�4RAP�7 WALL NEW 2X4 6UARDRAIL WALL WITH 51DIN6 EAGH 51DE HANDRAIL PER IRG SC�UPP�R � � 1016'-q ----- NEWSUNDEGIC ---- NEW STAIR LANDIN6 �� ST�IRWAY WITH 3x10 RS GEDAR STAIR 7RF.P,DS 5 R t bS" �AGFf I �OS' .2' QSTIPl6 �IRST LEV�L ENTRY 1005'-51 " �NEW 5LA8 AT STAIR NEW GAST IN f'L.AGE GOAIGRETE 9TAIRS 6 R o 6.0833" EAGH V �� A RCH I T ECTS 0 0 4 8 E BERVER CREEK BLVD SUITE 20l BOX 5300 AVON, C081620 970.949.5200 vmda@vmda.com FAX 949.5205 � � � � � � � � � � � � � W c� o �U� Z zo Z� � � � �zo " Z C� � J � � Q � �, � �� N � �� DESIGN CRITERIA: PATRICIA FRANKE GARAGE JOB �: 1007-16 Roof Live Load (Snow) -------------------------------- 100 psf Roof Dead Load ------------------------------------ 15 psf Deck Live Load ------------------------------------- 100 psf Deck Dead Load ------------------------------------ 15 psf Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B) Seismic Design Category ------------------------------- EXEMPT IBC/IRC Edition 2009 FOUNDATION DESIGN: a. b. c. d. e. f. Design of individual and continuous footings is based on an assumed maximum allowable bearing pressure of 2000 psf (dead load plus full live load). Foundation and retaining walls have been designed using an assumed lateral pressure of 60 pcf. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the recommendations of the geotechnical engineer, below frost depth. Provide continuous foundation drains around the perimeter at the base of retaining walls. Contact geotechnical engineer for details. A representative of the geotechnical engineer shall verify soils conditions and types during excavation. Because geotechnical information was not available at the time of preparation of the construction documents, we have used assumed values based on similar sites in the area. Construction of the foundation may not proceed without verifying these values. Report any discrepancies from design assumptions to structural engineer for re-evaluation of foundation design. Backfill around and above retaining walls shall be compaction-tested per the recommendations of the geotechnical engineer. REINFORCED CONCRETE: a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI 318) as adopted by Chapter 19 of the 2009 IBC. b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. c. Concrete shall be ro ortioned usin T e I-II sulfate-resistant cement. Admixtures containin P P 9 YP 9 chloride salts shall not be used. d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of Concrete Practice. e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and spaced at a minimum of 10 bolt diameters unless noted otherwise. g. Anchor bolts for wood sill plates shall be placed at 4'-0" maximum spacing with one anchor bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. h. Concrete floor slabs on grade shall have sawn or tooled control joints at a maximum spacing of 15'-0" in each direction. Locate control joints along column grid lines where possible and provide slab isolation joints around columns. i. Concrete coverage for reinforcing steel: 1. Concrete cast against and permanently exposed to earth: 3" 2. Concrete exposed to earth or weather: A. #5 bar and smaller 1 1/2" B. #6 through #18 bar 2" 3. Concrete not exposed to weather or in contact with ground: A. Slabs, walls, joists (#11 bar and smaller) 3/4" B. Beams, columns 1 1/2" REINFORCING STEEL: a. b. C. d. e. f. 9� h. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note on plan, or bars to be welded, which shall be grade 40. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless specifically approved by engineer. At corners, make horizontal bars continuous or provide corner bars. Around openings and steps in concrete, provide (2)-#5 bars extending 2'-6" beyond edge of opening or step. Extend reinforcing steel a minimum of 2'-6" through cold joints. Unless specifically located on plan or details, coordinate cold joint locations with engineer. Welded wire fabric shall conform to ASTM Specification A-185. Lap welded wire fabric a minimum of one full mesh plus two inches. Laps shall be wired together. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. Metric bar size conversion table: METRIC #10 #13 #� 6 #� 9 #22 #25 #2g #32 #36 INCH-POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 STRUCTURAL WOOD FRAMING: a. b. c. d. e. f. 9� h. J• k. � Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir-Larch #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas Fir-Larch #2. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 studs per plan and shall be nailed together with 2 rows of 16d nails C�? 6" on center along each stud. Built-up beams consisting of multiple 2x members shall be nailed together with two rows of 16d nails spaced at 12" on center, or with two rows of 1�2" diameter thru-bolts spaced at 24" on center. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better. Plates placed directly on concrete walls or slabs shall be pressure-treated Hem Fir #2. Except as noted otherwise, minimum nailing shall be provided as specified in the "Fastening Schedule" on the drawings (2009 IBC Table 2304.9.1). Bolts used for wood framing connections shall be installed with standard washers and nuts. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used to join rafters, joists or beams to other beams at flush-framed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU hangers of a size specifically designed for the member supported, as shown in the manufacturer's published tables. Contact structural engineer for details as required. Prefabricated trusses shall be designed by a Colorado registered engineer to support the full dead and live loads of the roof, ceiling, and any other superimposed loads. The fabricator shall determine web arrangement and member forces. Load duration factor for snow loads is 1.0. Calculations and shop drawings shall be submitted to the architect/engineer for review prior to fabrication. The truss manufacturer shall specify all truss-to-truss connections. Temporary and permanent lateral bracing of trusses shall be installed as required by the truss manufacturer. All lumber used in construction shall have a maximum moisture content of 19%. Unless made of treated or naturally decay-resistant wood, all deck beams and joists (including glue-lams) wider than 1�" shall be sealed and flashed at the top surface per architect. Drive pins specified on plan shall be powder actuated fasteners by Ramset, Powers, Hilti, or approved equivalent. Fastener and load size shall be determined according to manufacturers recommendations for materials being attached. Framing Notes: 1. Exterior walls: A. All exterior walls are 2x6 studs C�? 16" o.c. to a maximum height of 12'-6", 2x6 studs � 12" o.c. to a maximum height of 14'-6", and (2)-2x6 studs � 16" to a maximum height of 17'-4" unless otherwise noted. Walls taller than 17'-4" shall be framed with manufactured laminated studs. Contact engineer for spacing requirements, if not indicated on plan. Cap with a double top plate installed to provide overlapping at corners and at intersections with other partitions. If overlap is not possible, strap top plates with metal strap ties (Simpson ST292 or equivalent). B. Roof framing members must be aligned to bear within 5 inches of the studs beneath. D. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 32/16, exposure 1, at exterior face of exterior walls. Block all horizontal joints and nail panels with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. E. Provide (3)-2x10 headers over all door and window openings, with one 2x6 trimmer and one 2x6 king stud each end, unless otherwise indicated. F. At beam bearing locations in stud walls, provide multiple-stud posts equal to width of bearing member unless noted otherwise. 2. Floor/Deck/Flat Roof Construction: A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, exposure 1. Glue and nail panels to all supports with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. Install sheathing with long dimension perpendicular to joists and end joints staggered. 3. Roof Construction: A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1. Install sheathing with long dimension perpendicular to rafters or trusses and end joints staggered. Nail with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. B. Plywood sheathing shall be applied continuously over the primary roof inembers (rafters or trusses). C. Provide wind/seismic anchors at supports for all roof joists and trussed rafters. See nailing schedule. D. Provide solid blocking between roof rafters, trusses and lookouts at all bearing locations. Blocking material shall match rafter, truss chord, or lookout material. GENERAL REQUIREMENTS: a. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. b. Shop drawings: Submit shop and erection drawings for structural wood trusses to engineer for review prior to fabrication. This review is for general compliance with the intent of the structural design. The architect and/or contractor are responsible for checking quantities, dimensions and coordination with other trades. c. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. d. Construction practices: General contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical/electrical/plumbing penetrations through structural elements with structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest editions of the IBC/IRC. e. Details not specifically shown on the drawings shall be constructed in a manner similar to the details that are shown for like conditions. These items shall be brought to the attention of the structural engineer as soon as possible for approval. Approval shall be obtained prior to installation. f. All waterproofing and flashing is the responsibility of the architect and contractor. g. It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observation visits. Observation visits to the jobsite by the engineer are for determination of general conformance with the construction documents and shall not be construed as inspection. h. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. i. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. 2�09 IBC FASTENING SCHEDULE* *THIS IS A PARTIAL SCHEDULE. SEE IBC TABLE 2304.9.1 FOR FULL SCHEDULE CONNECTION FASTENING °� b 1. Joist to sill or girder 3- 8d common toenail 3-3"x0.131"nail 3- 3° 14 gage staple 2. Bridging to joist 2- 8d common toenail each end 2-3"x0.131"nail 2- 3" 14 gage staple 6. Sole plate to joist or blocking 16d at 16" o.c. typical face nail 3" x 0.131" nail at 8" o.c. 3" 14 gage staple at 12" o.c. Sole plate to joist or blocking at braced wall panel 3- 16d per 16" braced wall panels (4)-3" x 0.131" nail per 16" (4)-3" 14 gage staple per 16" 7. Top plate to stud 2- 16d common end nail 3- 3" x 0.131" nail 3- 3" 14 gage staple 8. Stud to sole plate 4- 8d common toenail 4-3"x0.131"nail 3- 3" 14 gage staple 2- 16d common end nail 3-3"x0.131"nail 3- 3° 14 gage staple 9. Double Studs 16d at 24" o.c. face nail 3" x 0.131" nail at 8" o.c. 3" 14 gage staple at 8" o.c. 10. Double top plates 16d at 16" o.c. typical face nail 3" x 0.131" nail at 12" o.c. 3" 14 gage staple at 12" o.c. Double top plates 8- 16d common lop splice 12-3"x0.131"nail 12 - 3" 14 gage staple typical face nail 11. Blocking between joist or rafters 3- 8d common toenail to top plate 3- 3" x 0.131" nail 3- 3" 14 gage staple 12. Rim joist to top plate 8d at 6° (152mm) o.c. toenail 3" x 0.131" nail at 6" o.c. 3" 14 gage staple at 6" o.c. 13. Top plates, laps and intersections 2- 16d common face nail 3-3"x0.131"nail 3- 3" 14 gage staple 14. Continuous header, two pieces 16d common 16" o.c. along edge 16. Continuous header to stud 4- 8d common toenail 19. Rafter to plate 3- 8d common toenail (See Section 2308.10.1, Table 2308.10.1) 3- 3'� x 0.131" nail 3- 3° 14 gage staple 23. Built-up corner studs 16d common 24" o.c. 3" x 0.131" nail 16" o.c. 3" 14 gage staple 16" o.c. 29. Joist to band joist 3- 16d common face nail 5-3"x0.131"nail 5- 3° 14 gage staple N OTES: For SI: 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131" nails are stondard 8d and 10d Gun nails. a. Common or box nails are permitted to be used except where otherwise stated. b. Staples shall have a minimum crown width of 7/16 inch. A.B. A.F.F. A.F.G. ADJ. ANCH. APPROX ARCH. BD. BLDG. BLKG. BM. BOT. B.O. W. BRG. CANT. C.J. CMU CEM. CLG. � CLR. COL. CONC. CONN. CONT. CONST. C.P. C. W. DBL. DET. DIAG. D WL. D WG. EA. E.J. ELEV. EN G. EQUIP. EQUIV. EXSTG. (E) EXP. EXT. F.D. FDTN. FLR. FRMG. FTG. GA. GALV. GEN. G. L. GYP. HDR. HORIZ. HSS H T. INT. IN V. JST. K ABBREVIATION LIST ANCHOR BOLT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ADJUSTABLE ANCHOR APPROXIMATELY ARCHITECT BOARD BUILDING BLOCKING BEAM BOTTOM BOTTOM OF WALL BEARING CANTILEVER CONTROL JOINT CONCRETE MASONRY UNIT CEMENT CEILING CENTERLINE CLEARANCE COLUMN CONCRETE CONNECTION CONTINUOUS CONSTRUCTION CRIPPLE POST CRIPPLE WALL DOUBLE DETAIL DIAGONAL DOWEL DRAWING EACH EXPANSION JOINT ELEVATION ENGINEER EQUIPMENT EQUIVALENT EXISTING EXISTING EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FLOOR FRAMING FOOTING GAUGE GALVANIZED GENERAL GLUE-LAM GYPSUM/GYPCRETE HEADER HORIZONTAL HOLLOW STEEL SECTION HEIGHT INTERIOR INVERTED JOIST KING STUD LAM. LLH LLV LONGIT. LTWT. LVL LSL MAX. MECH. MAT'L MANUF. MIN. (N) NOM. N . W. O.C. OPNG. OSB �t'_ PLYWD. PKT. R.O. RAD. REF. REINF. REQ'D RET. REV. R.S. SCHED. SECT. SH T. SIM. S.I.P. SPEC. SQ. STD. STL. STRUCT. T&B T&G T. 0. T.O. C. T. 0. F. T. 0. L. T.O.M. T. 0. W. THRU TRANSV TRTD. TS TYP. U.N.O. VERT. V.I.F. W.F. W.P. W. W. F. WD. W/ W/0 LAMINATED LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL LIGHTWEIGHT LAMINATED VENEER LUMBER LAMINATED STRAND RIM MATERIAL MAXIMUM MECHANICAL MATERIAL MANUFACTURER MINIMUM NEW NOMINAL NORMAL WEIGHT ON CENTER OPENING ORIENTED STRAND BOARD PLATE PLYWOOD POCKET ROUGH OPENING RADIUS REFERENCE REINFORCE/REINFORCEMENT REQUIRED RETAINING REVISION ROUGH SAWN SCHEDULE SECTION SHEET SIMILAR STRUCTURAL INSULATED PANEL SPECIFICATION SQUARE STANDARD STEEL STRUCTURAL TOP & BOTTOM TONGUE & GROOVE TOP OF TOP OF CONCRETE TOP OF FOOTING TOP OF LEDGE TOP OF MASONRY TOP OF WALL THROUGH TRANSVERSE TREATED TUBE STEEL COLUMN TYPI CAL UNLESS NOTED OTHERWISE VERTI CAL VERIFY IN FIELD WIDE FLANGE WATERPROOF WELDED WIRE FABRIC WOOD WI TH WITHOUT ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE-TREATED LUMBER SHALL HAVE A SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. CONNECTION SCHEDULE TOP FACE JOIST � SIMPSON H5 - (4)-8d (4)-8d �B SIMPSON LUS28 - (6)-10dx1.5 (3)-10d OC SIMPSON EPC66R (SHIM AS REQ'D.) � SIMPSON ABU66R � SIMPSON LUS28-2 - (6)-10d (3)-10d PROVIDE A MINIMUM � OF ONE KING STUD, OR AS SPECIFIED ON PLAN TYPICAL WINDOW/DOOR HEADER SEE FRAMING PLANS FOR HEADER SIZE POSTS SPECIFIED ON PLAN INDICATE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS SCALE: 3/4" = 1'-0" c w � � � N Q � o � � � O � U � Q o o� o� z ��Urnrn - � � C Oozr7r7 N I� I� (n � 2�N0�� z � �� J r i x � �_�oQ Q 'L �� co cn � `.�. J � � � � �� Z � O � N�� U �� I I � � � +, x p�� U p U o� � � m ^^ � � Jox +, O-I�Q m �>°�,'� � � � � � � � � - � � � � � � � � � � � � � I� � � � � � � � � � � � -�-, O � � � � � � �� designed by MTN drawn by MTN checked by TDH issued PERMIT 08/05/10 sheet JOB #1007-16 0 I in N � I � 0 I � � 4'-6" 1'-4" INDICATES CONNECTION TYPE- SEE SHEET S1, TYP. I o � � � � i� I � � �o Op 0 j� ^ N _ I ii � �G• � N \ ,, �GO �Q in � Q\�,�' I r 28'-6" 21'-4" 18'-3" 1'-6�2" 4 1'-6�2„ S3 8'-9" — — —1005'-6 — ��— — - T.O. SLAB T.O.W. = 1004'-10 10 T.O.W. = 1006'-6 T.O.F. = 1002'-0 S3 T.O.F. = 1002'-0 T.O.W. = 1006'-6 L T.O.F. = 1002'-0 r T.O.W. = 1008'-4 1005'-5Yz $ � T.O. SLAB S3 � 9 � .% S3 � � �T.O.W. = 1005'-1Y2 T.O.F. = 1002'-0 � T.O.F. = 1002'-0 4" CONCRETE SLAB ON 4" CLEAN GRAVEL BASE ON UNDISTURBED GRADE OR T.O.W. = 1004'-9Y2 COMPACTED STRUCTURAL T.O.F. = 1002'-0 FILL PER SOILS ENGINEER. REINFORCE SLAB WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC THROUGHOUT. PROVIDE 1" DEEP SAWN OR T.O.W. = 1006'-6 TOOLED CONTROL JOINTS T.O.F. = 1002'-0 AT 15'-0" MAXIMUM SPACING EACH WAY. T.O. W. = 1009'-4 T.O.F. = 1004'-6 w � m oQ �� STEP T.O.W. = 1008'-6 (V.I.F.) T.O.F. T.O.F. = 1002'-0 T.O.W. = 1008'-6 (V.I.F.) T.O.W. = 1009'-9 � � T.O.F. = 1004'-6 T.O.F. = 1004'-6 � � II 1005'-10 - - - - - - - - - - I � � � � — T.O. SLAB - I � S3 �� --� � � ---� � `` � I II I � II i PER ARCH. II II I I I I \ I I T.O. SLAB 5'-5�4" (V.I.F.) I I II II � I I "' I � I I I N I I I DWL. (N) CONC. WALLS TO (E) I I I I "' I�� I I W/ #5 DWLS. x 24° EPDXIED I I 6 S3 1 � � � INTO 3/4"�x4° HOLES � 12" O.C. I I 4'-11" (V.I.F.) II II � AND (2) DWLS. IN FTG., TYP. I I I I I I I I I I I I� �I NORTH FO U N D A TI O N P LA N SCA�E: 1/4�� _ ��-o�� PLAN NOTES 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.W.=TOP OF CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING THESE ELEVATIONS RELATE TO 1005'-6 AS A REFERENCE ELEVATION AT THE GARAGE DOOR, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: � 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x 16" WIDE UNLESS NOTED OTHERWISE. 6. ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED WITH ARCHITECT AND CONTRACTOR. 7. POSTS FROM ABOVE ARE INDICATED: � 8. DO NOT SCALE DRAWINGS. 9. EXISTING CONSTRUCTION IS INDICATED THUS ( ), NEW CONSTRUCTION IS INDICATED THUS ( ) 1'-4" STEP T. 0. F. 5 S5 . . � I 0 � I I `n N � N 2x8's � 12" O.C. �\ �+ 6 CONT. 2x8 LEDGER W/ (3)-LL358 LEDGERLOK �S'�, SCREWS C�? 16" O.C. �,+ (EA. STUD) G 0 � — �A TYP. C� TRUSS �� %i�- -- - +`O - , �,1� ' ' � '�?s i I � : A. 6' � � � 1014'-� OO TYP � +� I �BOTYP. T.O. LANDING � ' � � � w � � � 2 0 /�+�0 � � � S 3 ��,1 � � / / �J� \+ 6 / �: ._ . .. ... -- = ' ��j� � _.;'? ;- ,,. .�", R. S 6 �2),2X6 �\ j ° k6 0 v� - \ / w 1—( � �O � ,u v�i I LOB TYP. �_ � N r � - I � N�, I �J � V.I.F. / \ � N `�+ T.O. PLYWD. � �.. 6, � - � I �� I `� � —CONT. 2x 'LEDGER W�� (2)-2x8 � (3)-LL3� LEDGERLOK SCREWS w �, , "I � 1�O.C., (EA. TRUSS) o �� E � � %� / �\. I� � � II ��'+ I II o_ V.I.F. S3 \� I L � I _ T.O. PLYWD. I _..... � �. I I N +� I �---- ---- � I I I I � �� I I I I I � � ��,1 0� � c� � I F ao . X I � �j x N �o I I CONT. 2x8 LEDGER W/� i I `V � L N� �g TYP, � I EXISTING WINDOW TO BE � I II (3)-LL358 LEDGERLOK I � I SCREWS � 16" O.C. � I � ', � ' � I INFILLED W/ 2x6 STUDS I I II (EA. STUD) � BO TYP. OB TYP. I � 16" O.C. � I I I � � +� --- ,'-/-� I I �� I ��,1� � � CONT. 2x8 LEDGER W� � I II � (3) LL358 LEDGERLOK SCREWS I I � 16" O.C. (EA. STUD) i I II li -� j-,� 1 _ ./� ._ NORTH R O O�/D E C K �R A M I N G P LA N SCALE: 1/4�� _ ��-o�� PLAN NOTES FOR NEW FRAMING: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 0 2. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ NON-CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: � SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 3. ALL POSTS ARE LABELED AT THE TOP. 4. NEW (SLOPED) ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. 5. " �" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 6. NEW ROOF BEAMS, EXCEPT HEADERS> ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). 7. 0 INDICATES ROOF OVERFRAME. OVERFRAME WITH RAFTERS TO MATCH SPACING OF TRUSS BELOW, WITH 2x4 CRIPPLE POSTS TO TRUSS BELOW SPACED 48" O.C. MAX ALONG EACH OVERFRAME MEMBER. 8. FLOOR/DECK SHEATHING IS 3/a" TONGUE AND GROOVE APA STURDIFLOOR, EXP. 1, SPAN RATING 24 O.C. 9. EXISTING CONSTRUCTION IS INDICATED THUS ( ), NEW CONSTRUCTI�N IS INDICATED THUS (- ) EXTERIOR HEADERS ARE: (3)-2x10's W/ (1)-2x6 TRIMMER AND (1)-2x6 KING STUD EA. SIDE, TYP. UNLESS NOTED OTHERWISE DA TY�. � TRUSS 3 53 c w � � � N Q � O � � �o� U � Q o o� ao z ��Urnrn - � � C Oozr'�r'� N I� I� (n � 2�N��0� z � ��Jr7x C r�—�pQ Q '� ��r;� � � co v� � `.�. J � � � � � Z � O � �� U � �� I I � �rn +, xp�� p U o� rn � m ^^ �Jox � p—I�Q (A �> �� - � � � � c� � � � � �� O i� � � � �I , � � � � � � � � � � � � � � � � � �� designed by MTN drawn by M TN checked by TDH issued PERMIT 08/05/10 sheet JOB #1007-16 Y2" EXP. MAT'L, Tl 4" CONC. SLAB PI - z �� z � a I � SEE ARCH. F01 RISE AND RUN #3 CONT. IN E NOSING 10a5'-5Y2 � ° T.O. SLAB ° e ° �� a � Y3�� °O`^ �r � ` f,�'.';,. 2'-0" ��s`>,�`,��; <�,�i 6 POST 12"� CONC. PIER � _ (4)—#5 DWLS x � � 6 (3)—#5's x 1'-6 EA. WAY SCALE: 3/4" = 1'-0" 2'— 0" PER ARCH. T.O. SLAB SCALE: 3/4" = 1'-0" I I I I 2x6 WALL BEYOND 2'-0 I � (2)—#4 DWLS x �� I � EA WAY N I � 4" CONC. SLAB PER PLAN � I 1005'-5Y2 T.O. SLAB — a _ a � �a�� a � � x�� 1004'-9Y2 �' f�,�:�,�. a �3 �o -� � � T.O.W. %��% � %�; i�`� �� (1)—#4 CONT. HORIZ. ,.�/ �� N � � ��; � \\ � � 4 I p ��%�� . 1002'-0 T. 0. F. � PERIMETER DRAIN PER SOILS ENGINEER Y2" EXP. MAT'L: 4" CONC. SLAE � V.I.F. T.O. SLAB (1)—#5 CONT. H( C�? MID—HT. � _ #5 DWLS x J � 48" 0. C. � � 6" (2)—#5's CONT. HORIZ. TOP & B 1004'-6 T. 0. F. �� 4„ 8„ 4„ 1'-4" (1)—#5 CONT. HORIZ. � MID—HT. � _ #5 DWLS x J � 48" 0. C. � 6" (2)—#5's CONT. HORIZ. TOP & BOT. SCALE: 3/4" = 1'-0" "��'-' STUDS C�? 16" O.C. W/ _YWD. OR OSB THING 10" A.B.'s C� 48" O.C. )NT. TREATED 2x6 R 1008'-6 (V.I.F.) r. o. w. XP. MAT'L, TYP. �NC. SLAB PER PLAN VARIES ,� T.O. SLAB SCALE: 3/4" = 1'-0" 2x6 STUDS C� 16" O.C. W/� Y2" PLYWD. OR OSB SHEATHING Y2"�x10" A.B.'s C� 48" O.C. IN CONT. TREATED 2x6 � � 1009'-9 T. 0. W. (2)—#5's CONT. — HORIZ. TOP & BOT. 1004'-6 T. 0. F. � PERIMETER DRAIN PER SOILS ENGINEER I' � a a a 4. a. � dq 4" 4" aa a a a a Qa . 4„ 8>, 4>, 1'-4" 2x6 STUDS @ 16" O.C. W/� Y2" PLYWD. OR OSB SHEATHING Y2"�x10" A.B.'s � 48" O.C. IN CONT. TREATED 2x6 � � 1008'-4 T. 0. W. #5's VERT. � 16" O.C. #5 DWLS x �° C� 48" 0. C. N 6" � 1002'-0 T. 0. F. � PERIMETER DRAIN PER SOILS ENGINEER 2'-0 #4 D WLS x � @ 24" 0. C. �, �, 1005'-6 T.O. SLAB � 1004'-10 T. 0. W. J, 1002'-0 T. 0. F. � PERIMETER DRAIN PER SOILS ENGINEER � _ — #5 D WLS x � � � 24" O.C. � 6" — (1)—#5 CONT. HORIZ. � MID—HT. 1005'-10 T.O. SLAB — Y2" EXP. MAT'L, TYP. � 4" CONC. SLAB PER PLAN SLOPE 2x12 BLKG. BTWN. TRUSSES � BRG., SCALE: 3/4" = 1'-0" � I' 1 4 4" 4" a a a � � a a ° 4 O d la a 4>, 8>, 4„ 1'-4" a a 4a � a a a a 4» 8„ 4„ 1'-4" Y2" EXP. MAT'L, TYP. 4" CONC. SLAB PER PLAN VARIES T.O. SLAB #5's CONT. HORIZ. � 16" O.C. (2)—#5's CONT. HORIZ. TOP & BOT. SCALE: 3/4" = 1'-0" 4" CONC. SLAB PER PLAN SLOPE SLAB a (1)—#4 CONT. HORIZ. (1)—#5 CONT. HORIZ. � MID—HT. � _ #5 D WLS x I�J � 48" 0. C. I � fi' (2)—#5's CONT. HORIZ. TOP & BOT. SCALE: 3/4" = 1'-0" SEE PLAN T.O. PLYWD. � � SEE PLAN — T.O. PLYWD. — JOISTS PER PLAN � LEDGER PER PLAN 2x12 BLKG. BTWN. TRUSSES @ BRG., TYP. Zx6 STUDS C�? 16" JV/ YZ" PLYWD. OR �SB SHEATHING WATERPROOFING BY )THERS) SCALE: 3/4" = 1'-0" FLOOR CONSTRUCTION NOT SHOWN FOR CLARITY B� TYP. PLAN POST SCALE: 3/4" = 1'—O" DECKING 8c WATERPROOFING PER ARCH. ON RIPPED SLEEPERS ON 3/4" T&G PLYWD. OPEN—WEB TRUSSES DESIGNED BY OTHERS 2x6 STUDS @ 16" W/ Y2" PLYWD. OR OSB SHEATHING SCALE: 3/4" = 1'-0" c w � � � N Q � o � � � o � U � Q o o� ao z ��Urnrn — � � C Oozr'�r'� N I� I� (n � 2�N��0� z � ��Jr7x C r�_�oQ Q '� ��r;� � � co v� � `.�. J � � � � � Z � O � �� U � � � � � � � �� I I � �rn +, xp�� p U o� rn � m ^^ �J O X � p-I�Q �n � > °�,' � � � � � � � � � — � � � � � � � � � � � � i� � � � � � � � � � � � � � � � � � � I� �� designed by MTN drawn by M TN checked by TDH issued PERMIT 08/05/10 sheet � JOB #1007-16