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SC�UTH ELEVATlC�� ,�.8.. _ 1,-0,, �-�^;",�"` _ � � � \ 4, ` — - a�'' � LEGAI pf'SCRIPTfON: PER TI'TLE COMI�ITMENT COURSES TO FIT BUILDIlJG FOOTPRINT NOTE5: A PART OF LOT 3Q, BLOCK 2, A RESUBDIVISI�N OF LOT 27, BLOCK 2, VAIL VILLAGE 13TH FILING, LEGAL DESCRIPTION CCURSES SEE N07E 8 SURVEYOR�S CERTIFICATE f TOWN OF VA1L. EAGL� COUNTY, COLDRADO, MORE PARTICULARLY GESCRIBED AS FOLLO'NS LINE BEARING D15TANCE UNE BEARING DISTANCE I, Michael J Past, c Professiona) Land Sur�eyor registered under the laws of 1) DATE OF SURVE'�'• 8�28/a7 PARCEI. A L1 N27'14 28"W 141.02' L1 N27'30'W 141 02' the State of Colorado, do hereby certify that this topographic survey wcs 2) STEWART TITLE �OLICY NO 91007013 DATED JULY 18, i991 . L2 N3T36'21"W 28 3' L2 N35'24'W 28 3' made by me and under my supervision, and that the survey is accurate and +NAS RELIED UPON FOR ALL TIT1.E AND EASEMENT INFORMATIQN L3 N52'23 39"E 26.3' L3 PJ54'36'E 26 3' correct to the best of my knowledge �O�IMENCING AT THE SOUTHEAST CORNER OF SAID LOT 30, 3) NOTICE ACCORDING TO COLORADO LAW 1'OU MUST COMMEPJCE ANY LEGAL THENCE N 27't4'28" W, 141 �2 FEET TO TH� POINT Or BEGINNING; L4 S37'36'21"E 3 0' L4 � S35'24'E 3 G' � THENCE N 37'36'21" W, 28.3 FEE'f: THENCE N 52'23'39" E, 26 3 FEET; � � � �--7/�" '�_Yr��`� ------,- ACTION BASED UPON ANY DEFECT IN THIS 'SURVEY WITHIN THREE YE�RS . , rr L5 S52'23 39'W 24.3' L5 S54'361h' 24 3' AFTER YOU FIRST D�SCOVER SUCH DEFECT IN NO EVENT, ��AAY ANY THENCE N 37'36�21" W, 3.0 FEET; THENCE �J 52'23'39" E, 24 3 FEET; L6 N37'36 21"W 22.3' L6 N35'24'W 22 3' Michcel J Pos� �� � ACT10N BASED UPON ANY DEFECT IN 7HIS SURVEY BE COMMENCED �10RE THENCE S 3?'36'21" E, 22.3 FEET, THENCE S 52 23 39 W, 23.5 FEET; L7 S52'23'39"W 23 5' L7 S54'36'1h' 23 5' THENCE S 37'36'21" E, 9.0 �EET; T}-IENCE S 52'23'39° t'V, 27 1 TO THE POINT OF BEGINNING, Colorado P L S 30116 THAN TEN YEARS FROM T;-IE DATE OF THE CE2TIFICA 0 5H W�l L8 N37'36 21"W 9 0' L8 N35'24'W 9.0' HEREON ' TOGE7HER WIT}i AN UND{VI�ED �'INTEREST IN AND TO PARCEL C. BEING ALL OF LOT 30, BLOCK 2, L9 N52'23 39"E 27 1' L9 N54'36'E 27_1' TOWN �OF VAIL, EAGLE COUNTY, L10 N37'36 21"W 6 1' L10 N35'24'W 6.1' S) BASIS OF ELEVATION• SEw'ER MH 0820 ASBUILTS INVERT ELEV = 8321 44 A RESUBDIVISION OF LOT 27, BLQCK 2, VAIt VILLAGE 1�TH F]LING, , � , 581'29�E 28 4' FROM SE COR LOT 30 COLORADO, EXCEPT PARCEL A DESCRIBED ABOVE AND PARCEL B DESCRIBED BELOW L11 S52'23 39"W 10.9 L1 1 S54'36'YN 10.9' Dcte lQ/!._�'"�" G�_, L12 N37'36'21"W 12 1' L12 N35'24'W 12.1' , 6) �ASIS OF PROPERTY LINE LOCATION SW CRPt LOT 30 AND Sc CRN LCeT 29 PARCEL B L13 N52'23 39"E 27.6' L13 N54'36'E 27.6' L14 N37'36 21"W 22 2' L14 N35'24'W 22.2' � 7) BEARINGS AND DISTANC�ES ALOIJG PROPERTY LINES ShOVVN H�RE�N ARE COMMENCING AT THE S�UTHEAST CORNER OF SAID LOT 30; THENCE N 27'14'28" W, 141 02 FEET; L15 N52'23 39"E 6 0' L15 N54'36'E 6.G' � ,AS SHOWN ON THE SUBD�VISION PLAT 0�'LY A BOUNDf1RY SURVEY W�ULD THENCE N 37'36�21" W 7 1 FEET TO THE POIN7 OF BEGINNfNG: L16 N37'36 21"�,N 19.8' L16 N35'24'W 19 B' ` BE NECESSARY TO DETER�dINE THc TRUE DIMEySlONS OF THE LOT AND THENCE S 52'23'39" W, 10.9 FEET; THENCE S 37'30'21" E, 12.1 FEET, L17 N52'23'39"E 15 4' L17 N54'36'E 15.4' SETBACKS, W�iICH MAY VARY FROM THE �LATFED DiM�NSIONS. THENCE S 52'23'39" W, 27 6 FEET, THENCE N 37'36'21" W, 22 2 FEET; U 8 S3T36'21"E 7 7' L18 S35'24'E 7J' � 8) THE MEASURED TIE TO PARC�LS A AND B AND THE MEASURED BEARINGS OF THENCE N 52'23�39" E, 6.Q FEET, THENCE N 37 36'21" W, 19.8 FEET, L19 N52'23'39"E 17.1' L19 N54'36'E 17.1' � PARCELS A AND 8 VARY WITH THE OEEDED T1E AND BEARINGS THE DI�AENSIO�vS THENCE N 52'23�39" E, 15 4 FEET; THEN�E S 3�'36�21" E, 7.7 FEET, L2fl N37'36 21"W 22 2� L20 N35'24'W 22.2' OF THE STRUCTURE RGREE 1'VITN EACH OTHER PLU5 OR MINUS 0 1'. IT APPEARS THENCE N 52'23'39" E, 17.1 FEET, THENCE S 37'36�21" E, 22.2 FEET TO THc POINT OF �EGINNING \ ` THAT TI-E INTENT WAS THAT PARCELS A AND E3 WOULD REPRESENT THE BUILDING 8380 8' FOOTPRINT � \\ 0 3,�_?;�- 9) THE ENT�RE LOT 30 FALLS V�1TkiIN A MODERATE HA2ARD DEBRIS FLOi+! AREA ACCORDING TOGETHER WITH AN UNDIVIDED Y2 INTERE�T !N AND TQ PARCEL C, BEING ALL OF �OT 30, BLOCK 2, \ \ �� ;4ti�� �� �� TO OFFICIAL DEE3RIS ELOW HAZARD MAP OF TOWPd OF V�IL, COLORAQO AS ADAPTED BY A RESUBDIVISIOtJ OF LQT 27, BLQCK 2, VAI� VILLAGE 13TH FILING, TOWi� OF VAIL, EAGLE COUNTY, � COLORADO. EXCEPT PARCEL A AND PARCEL B DESCRIBED ABOVE \ �� � a< COUNCIL ON OCTOBER 17, 2000 IN ACCORDANCE W3TH RESOLUTiCN t�0 13 SERIES CF 2000 � �;� , O � ��S ,��, ��� \ � � � 0 \ 1Q) BUfLDING SETBACK INFORtiIA�ION IS NOT PLAi fED PRIOR T� ANY DESIGN �; � � � � a � OR CONSTRUCTION IM,PROVEMEI�TS ON THiS PROPERTY, THE T�Vv'N OF VAIL � PARCEL B��1 \ � �� �a � SNOULD BE CONTP,CTED FOR CORRECT BUILDING SETB�CK INFORMATION. �, ��� ���,`��� \ � PHONE 11) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS TrIE PROPERTY O F � � ,��, �, �- � \ \ PEa � � EAGLE VAI.LEY SURVEYING, INC AfJD IS IPdTENDED FOR THE SOLE USE OF THE �', � �' -��,'�� `� ��` LOT 31 � � 6g�0� O 3, \ \ � � ORIGINAL CLIENT ONLY ANY USE Gr OR TRANSFER TO OTHERS IS PRO�iIBiTED �cn � PARCEL A � � � - � Y-J � 'v � � \ �G , 9� ��,.� ` ' \ 0 3' 8379 6' 0' 10' 20' 3fl' '���< �.'� �� ,�6 \ � \ ��.�- .,_ 0 5' � ��oG � � \ \ ����,� 'w� \ \ � _= � `2� , 0 3' � 0 3' \ \ \ \ GUARDRAIL , ' ItvDICATES CONIFEROUS TREE AND APPROX. TRUNK DIAMETER. y z`, �' � ._. 0 3' � � � ��,Z � � , � \ �;`�� ��'� 0 3' \ -�`� \ \ \ \� \ \� EXHIBIT FOR LEGAL �ESCRITION COURSES ' 8 `L34'05 \\ � \ , ti c� \ �� \ \ �\ �, ' ' \ 'v'� � \ '-'W``� INDICATES DECIDUOUS TFdEE AND A,PPROX TRUNK DIAMETER '� N,�3.4� 4 1 , 0 3, � o ''' \ \ � . � ''^ �, \ \ 1 , .�\ � , , \ \ � e�=32 08'26" � '� 8358 K, ~1� \ \ \ \\\ \ ' L=99 06� EDGE ASPHALT \ � � ` "� � `' � DRIVE ` �;;` \\ \ \ \ 8378 2' T=50.87� � � �� \ � �,�,� �� � � � • '33" ' , � , 0 3' � �� � , �RG=N55 52 E � •� � � \ \ �. C LEN=97.77' ` `�` _ \ \ �,\ \ , � ti � ��� \� � \ � � \ \ � \ � �� � \ i V +� v \ \ � � V � � � � t ' K . �� �� , � \ \ \ � � � FND. PIN & GAP � ��.��`� '`�; ` ,/� � �� � � � � 3�> � , �� � ` ' , \c r �� � � a ' \ � \ _� . , _ � ' L S. �11413 ,� � ;. � � � r-�ti __ �._ � , , _ � � �` `� � 8357 3' ��� /� ' � i� � r"`_ � 0 3 Y-��,`. � SEWER �,�H a � ELEV 83.,�73 �,� � ; , , ,l�' . �,�`� -CO�I� � 10 0' �,,0 3' � ` ��'° �-- �� �� �� r � > >:. � ` \ �%�� ., �` \�\ �� WAtK \X 8358 8' ` r�=`'� \ \� 0 3' `�� _ \�� \� \ J Q , � , Y , \ \ � � s �� , ��` � ` ��� �� ` �� , 8384 9 /� \ �� � � �. �� � �� 0 5 � � \ � � Q ' . � ROOF PEAK / ` ` � ` ` �/ \ \ �C\� `� � �z � ,� . ,� ' ELEV ^ � 1G 0 \ \ \ `� `�� \ �� \\ �j �t� 4��, �, -\\�°` �%/ � DECK \ ` \ � � `�� ,r \� � -__ ���!_ � GARAGE ELEV \� � ��� \\ � 83 `\� �\ � "9 , -y � � 8375 7' �/L ���Rt3CK { '\` j ,�;,; l 835F3 6' ` � � �� � �\ � \�\�ot1T�RC)P � i_ , ; �� ��.� �.o' �i 8359.�' \ � �� \� \\� \\\ \� \� � . �„ �, �`<<� �� � � `�' / ENTRY ELEV. � � \ � � � �----� O �r, �� � � � � � �� � �� -9� ., x � � � , � ;� ,,\ . ,,, '� 0 5' �=12'17'50" � �` ��\ � \ ,x,,\?'\,< \` � p 5' -=�, '"` R=476 11' � �\ \� �� \� \� �St �:;�- .h,���� '� \ _, �'.,,-,,, PARCEL � ;����` �. �_,02 �s• � �� � � � , p , ����`�, � ,���v ;� -,����� T-51 29' �� � V �� A � �� ' �. � � �� , a 5' 0,028 AC LEGAL CALC �' �'`' � �\ � � � ` �. �� � `� � `; \ BRG=S45'11'37"W � '' r ' �'`\ ,� \ ; , "� ,��.h 0 5' C LEN=101 99' � \ �\ �\ \ �� O _, � � \ \ \ \ � rY �`� `,;�`� `� �� '±','*�� � CENTERLINE � �\ � -- %����, �.\`� '� '',i���-'_°--< � \ INGRESS/EGRESS \ � �� \� `�� \ � �� � �,�"���� �< � �, � - �:�,�p 5, � � EASEMENT � � ` � �� A � � �., �,'• rz,,�, (BOOK 280, PAGE 594) � � �� A \� � � ,,� � � \ / BUILDING OU1tiNE �,,.��? \ � �� '�_� � 8373 3' .,l•, , /\ � � \ , ����ir \ti\ \ ��}R� � � �� �\ � , '�r a � \ ' ��, ��� ' � � / �`� ` \� � \� \\ \ \ �� EDGE ASPHA!T ROAD ,�,\ r ,, � \ \ / � t EDGE ASPHALT \\ . \� _� � � \ ,,, ` � . \ \ , D R I VE � \ � `\ � S�!— �� ` � T � �, A � � � � . � �� ��� � � �� ��� �. ;, � � i . �� \ � ,� � � �� \ ,,� \� �, � � ,�'� � � �`,836p �\ \�� '�''`�� \J� � � ,\:V�?;�., '�, SEWER CO-� \ / � ��,\ \ 8358 9'X\ .\ \� � 8\ �� ,,� .; � � � � � \ \� � \ °F` `\ \ DECK\ ,� `.� . �, '� DECK STAIRS � �� � � � 0 5' �� '�a= � _,. � � .� � v ��, ; LOT 30 Cp ` 8359 4' � ` \ �, � -`�=` _ � . , � � , � , ,�.=� � , �'� � � , ENTRY ELEV � � `'�"�� ..,�` � y, l\ ,�. ° ��\ 0.719 AG CALC. s � �� �UJERHANG \ \\� \ � \ ���`�,� �`�—� 8370.7' \ J ' ` � � \ '� '' �� ` �� \ � \ 1 �` x' . � , � \\ \ 1.0' � -�---.._�� '��` F`�ROCK ����� \ i'�/ \ \ \� 8358 9' \ . \ � � � ",�� f� , OUTCROP�; \ \ �� X ` � � � S9 � � �— .�Ew� �'�,� ,��x '� ` y ' .- '' �' � , � , � EN�Y E�EV PARCEL A �` �� tp T q� I �'` � � � ' � � , � 8351 1' \ \� \ 2 � p `---..� ;��• `��r �� \ i- ��'� :�- 0 030 AC LEGAL CALC � � S� � � • - � \ � - =�= ==� \ � 9. \ � \ � \ � � -� ;� � � � . 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OFFICE Y.z. � .e, ., ;,�: .r � � :,y "��t„���,,� r ���,,�tj� �;�� ���� ���.��_ .����� �� ;�� ���� �„� € � :1 -,�..�,� t . . , � ,t � �(� 4..��rr ��,-: s � fi -� -�k -:.��.-1.fi 41� z,xn; � �" � �� �' � � � � � . . . . �2•t . . �'' ,�y����kn,?,� . �.,"�''a'?�."��a.�.'��dra�.,��}�,'^ 2�`*,�'i�„"'�„. ..�,�..,F�'��,-� ��'".EV�..-�.::�,.�-t�a r..�. -,-"-,-....."_"�s}i'�.����..,�. ,..i „�µsv���.�„�::.�. � . * ,�`; WfJOD---f�-CARPET � �� m Roan Tag Materiat Chmge � � � ' North Amow � J '� � W � � " J � ,d,F38R�EVIATIQNS: GEN�E�'.AL N�T��= �' ,�,rj � � � . �� �� �, ABV above HOR 4�orisontat SGt sq�c�e 12.THE CrJNTRACT�R SHALL FIELQ COORDINATE ANd OBTAIN APPROVAL�ROM THE � � AFF above finished itocr �IWN hot water heater S-CD stmdard 1.DO NOT SCALE DRAWINGS ARCHITECT C)R ENGINEER BEFOf2E ANY CUTTItJG,N4TCHING 4R DRILLING QF ANY � AP access pmet INCL inctude �d), (ion} 5T stain CAST IN-PLAGE CONCREfE,STEEL FRA(iNING,OR ANY QTHER$TRUCTURAL �+,,� AG acousticai ID inside dianetsr STL steal 2.ARCHITECTllRAL DATUM ELEt(ATlflh!100'-0"EQUALS USGS 8359'-0". ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY QF THE Bl11LDING. � ADD addendwrr ISG instalted by contractor SD storm dra'vr ADJ adjac�t I80 instatted by nuarer S7R structural i AL7 alternate INS insulate (d)r (ion} 7EL telephone �� � AL atwninum IHT interior N televisia7 3.VERIFY ALL QIMENSIONS,CONDITIQNS AND IJTILITY LOCATIQNS ON THE JOB SITE 13.THE CONTRACTOR SHALL VERIFY AL�EXISTfNG GRADES PRIOR TO P,NY SITE , ARCN arch�tect (urai) JG jemitor's closet 1'Ha threshotd PRIbR Td BEGINNING WORK OR ORDERING MATERIALS.NQTIFY ARCHITEGT OF WORK. �r` � SA5M1° basanent K!T kitcherr 74G ta�gue cmd graove CflNFLICTS OR DISCREPANGIES IN THE DOCUMENTS IMMEDCATELY. SRG bearing t.4M laninatt (d) 70SL top of slab 14.IT 1S THE INTENT AND MEANING OF THESE Df7GUMENTS TNAT THE CONTRAGTOR BYL beveled LAV lavatay 708 top of steet BIT bituminous t�i Icft ha�d TOW top aF walt 4.AREAS QF GONFLICTS OR DISCREPANCIES MUST BE FU�LY RESOLVED WITM AND EACH SUBCONTRACTUR PR4VIDE�LL LA64R,MATERIALS,TRANSP{�RTATIQN, � SLK btxk 1. la,gth 78 towet b� WRITTEN APPROVAL FROM THE ARCHITEGT BEFORE CQNSTRUCTION BEGINS IN SUPPLIES EQUIPMENT,ETC.T4 CC}MPLETE THE WORK WITHIN THE REGOGNIZED SUCG blocking LT tight 7R trai�m , ISSUED FOR: DATE: ' $rn' bottan L7L tintet �' tread THC}SE ARE�1S. STANDARDS OF THE INDUSTRY. Bt.DG buiiding LYR tower 7YP typicat DRB SUBM(TTAL (�3.24.0& GPT cc�pet (ed) MN mcnhota UNO �less noted otherwise 5.P(AN DIMENSIONS FOR NEW WALLS ARE TU FAGE OF STUD OR FACE C1F 15.PRflDUCT INFORMATI4N SHEETS AND CC�LOR CHARTS FOR ALL REQUIRED CSMT casement MFR ma�ufact�e (er} V6 vapor bk�rrier DRB REt�lSIONS O4.11.0$ �� •� (c) cautking) caulk(ing) MO masanry openmg VIF ver�fy in fietd CONCRETE UNLESS OTHERWISE NOTEd.SECTIOh!AND ELEVATION dIMENSIONS MATERIALS SHALL BE PROVIDED TO ARCHITECT(7R INTERfOR DESIGNER PR14R TO cGG ceiling MTL moteriat VF�zT verticat ARE TO TOP 4F CONCRETE WALL,aar�rar�oF Faor�rac,Tf�P OF PLYVV�(}d,TQP 4F PURCHASE OF MATERIALS. ALL EXTERfOR CQLaR ITEMS SHALL BE SUBMIT]'EQ AT DR8 MEET/NG Q4.96.Q& GT cercmic tile MAX mcncimwrr yG1' vir�yt compositi� WALL PLATES OR BEAMS UNLESS t)THEftWISE NdTED. EX[ST1NG 11VALLS ARE ONE TIME TO ARCNITECT FOR SELECTI{}N OF t+�ATERIAI SA�IPLES FOFt FINAL GLR ctccr (mca) MECN mechmic (at) Y,IC watu� ctoset PRICING SET (I4.22.0$ COL eotumn MG medieir�e eabie�t y� W� pr�,g;ng DINIENSIONED TO FACE OF FINISH. IN THE EVENT TNAT AQDITIONAL DETAIlS 4R VERIFICATION. THIS INCLUDES,BUT IS NOT LIMITED T0:STAINED W04D SIQING, CONG ca�crete MMS muvrbr�e WWF wcided wire fabric GUIDANCE IS NEEDED BY THE CdNTRACTOR FQR CONSTRUGTiON OF ANY ASPECTS STAINED WOOQ TRIM&FASCIA,DECKING, ILIIVGS ROOF MATERIALS,DOORS, CMU caicrete ma�ry unit MET metai W u�t , I1t? 1I5.Q1.08 CO1V5T construction M meter (s) W width, wide OF THIS PROJECT,THE CONTRACTOR SHALL IMtv9EDIATELY NQTIFY THE ARCHITEGT. WINDOWS. -- GONT ca�tinuous MM m�it'Knetsr (s) WDW window FAILURE T4 GIVE AMPLE NOTICE SHALL RELIEVE ARCHITECT OF RESPONSlBILITY. PERMIT 06.09.08 CJl' wntrot joint MIN minimum Y•!p without 96.CONTRACTOR SHALL PROVIDE PROC7F QF WCIRKER'S CQPdIPENSATI4N �, CPR copper MIR mircar WD waod C(157 custom MISC miscetta7eous WPM waterproof inembrcr�e 6.AREA OF VdORK SHOWN ON THE DRAWINGS REFERS TO TFlE ARGHiTECTURAL, INSURANCE AND LIABILITY INSURANCE T{}3HE CIUVf�ER. , DTL detait MuLL muttian STRUCTURAL AND LANDSCAPE SCOPE QNLY. INTERIOR DESIGN SCOPE IS NOT DIM dimension MAT naturat INCLUDEd Itd THIB DRAWING SET. THE CONTRACTQR SHALL BE RESPON5IBLE FOR 17.L}EN WAIVERS OF ALL SUBCONTRACTORS SHALL BE PRflVIDED TO THE ' ' DR door NR noisa reduction DWG draw'mg NOM nominal SATISFYING ALL APPUCABIE CODES AND OSTAINING ALL PERMITS AND RE4UIRED ARCNITECT AT PAYMENT PERIODS RND SUBSTANTIAL GOMPLETIt�N DATES DF drinking fow�t�ain N north APPROVAIS.THIS PRDJECT IS G4VERNED BY'THE INTERNATIONAL RESIDENTIAL ESTABLISHEQ BY ARCHITECT. E e�t NIG not in cartrcut ' EJ,�G etectr;c (a►} NT5 not to�ate CODE,2003 EDITION.CODE COMPLIANCE IS dATORY.THE CONSTRUCTION ;� x. EL etaat�cn (s) oPG opcning D4�CUMENTS SHALL NOT PERMIT WORK THAT D�ES NUT CONFORM T4 ALL 18.ALL TRASH GENERATED BY THE�(�NTE�ACTOR VYILL BE PlACED IN A SH �"- ELEV etevata� OPP opposite RELEVANT CODES INCLUDING ALL lOCAL AND REGIONAL CI.�DES. COhlTAINER PROVIDED BY THE CQNTRACTCIR flN SITE AT THE ENQ OF EACH DAY. EQ eqyal 01'N apposite hmd EX�I exhaust ON a�/erhuad �"""� ,<. EXG exi5ting (F) paint cr stain 7.ALL ELECTRICAL AND MECHANIGAL WORK SHg1LL BE PERF4RMED BY A 19. LOGATE AND CAP ALL SITE&BUILDfNG UTILITIES AS REQUIRED FOR NEW EX7 exterior PR pair � FoG faca of ca,crete PK p�rkir,g DESIGWBUILD CONTRACTOR AND COORDINATED�Y THE GENERAL C�NTRACTOR. CflNSTRUCTION. ��; , ' FOF facs of finish PYM7 prn/smer�t FOM face of mcsonry PLA, plastic taninate $.PRQVIDE ALL NECESSARY BL()CKING IN WALL$ANQ CEILINGS.LOCATIONS 20.COORDINATE WITH UTILITY COMPANIES PR{OR T�SHUTTiNG�FF AND CAP AlL k� FOS faca of studs PL plats , ', FIN finish (ed} PW ptywood INCLUQE BUT ARE NOT LIMITED TO CEILING APdD WALL MQUNTED FIXTURES. SlTE UTIL4TIES. FF finished floor elevation P7 paint FE fira extinguisher PSF POIRiCI5 per sqp�e foot � � FDG fira de ent'connectiorr PSI ovnds are inch 9.COORDINATE ALL ELECTRICAL AND MECNANICAL FIXTURES TO FIT WITHIN 21.ALL REPAIRS 70 EXTERIOR MATERIALS SHALL IVI�TGN EXISTING FINISHES. � � p �' � , , SNEET SCALE: N/A FNC firo I»se connecti� PL property tine CEILING,FLt)OR AND WALI.S SPACES.VERIFY LOGATIQNS WITH ARGHITECT. �` �`� ��'�'�� r� FEC fire extinguisher cabir�et QT quc�'ry tila . , FPL fireplaca RPF raferaice ��� DRe4WN8Y.' BK - � PP firoproo�ng, sprayed REFR rofrigcrator FLt, ftashin REINF reinforca (d), (int} ' � � ' PI.R fioor �in9) R�D re�ired CHECKEf3 BY.' ML � FD floor drain RES resitient ��. � / P�� PROJECT#.-Q701 r: .,, Cm� �COPYRIGI-ff 2008 FTG footing REV relisian {d}, (ing) � �" MORTER ARCHITECTS P.C. + � FND foundation RN right hmd �� � s�:' _ F60 furnished by others R riser k FUR furred {ing} RaS rod md shelf � &A 9ago,:gauge RD rocf drain _ ° ..�.�-� _�....._ �v ga�y�,�z�a RF� ��e�►� �OVER SHEET ' Gc garzrat c«,trACt (�} Rht roc�, GL glass, gl�ing RQ rough openine UNIT ,� OWNERS UNIT B UWNER$ ,4R�1-�ITEGT �'aTRUCTUR,A�. �N�IN�ER SI���E�i'�R G�N7��G7�R GYP 6D gypsum bocrd R/5 rough sau.m FIDW lu�dwar�e (9) seaimt (e�cteriar) � � � �D� h�ad� sE►7'G sheathing KAI^eYt � Skip Jeranka Jill Black � Rusty Witcher Morter Architects REI Struetut�al Eagte �1'alley Surveying Clite Womes, Inc. �{TG heating 5M sheet metat _ ' �vAC heating/Verrtilating/AC 51M 5�m��� 2258 Gountry Glub Loop Bald Mtn, Road Venture LLG 2271 1�. Ft�ontage Road W. 15C} E. Beaver Grsek Slvd. #,�,2C�4 419�q U5 NWY 6 � 24 3067 W. 111th Dr. +�T h��ght sc �oitd soro WeStminst�r, G� 80234 401 Ridgeu�aod Road 5uite G, Vail, Gotarado Si657 A,von, Golorado 81632 (q70} q4�-1406 Westminster, Gf� 80031 J ■ � i�G haltow 60PC S south �} � � �M hottoW rr,�� sp�c 8p�;�r�t;e„ (Sy (303) q2q--2�7� ph �t. Y`lorth, TX 7�107 (q70) �476-51Q5 ph (9701 ?48-0711 Gantaet: Mike Post (303) 438-55�� ph � (817} 7��-351a ph (q7�) 476-�71Q fax Contact= Bob Rsdwit�e (�Q3) 5q1-5513 mobile � G�ntacts: �rian Klatt Gontact: Tom Wilpolt �°' � �'���, t _ 1�fcatt Lee .,� � _ __ � o __ __ _ _ .���� _ _ , . : _ v. _.. w.�_._.. � e .�� _ � �.. --����.,�...��.,.�,,�� _ .,�" �.�� �F �'�:i���: � r'•���, �.. �/ _ �'r i � � ` i � I�k 1 ' ��I �y '. 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PERhlIT 06.09.08 ' � — — — — — — —� (— J KEY �z�z«� DEMO EXISt1NG WALL r"""--'°"'"'� NEWLY CONSTRUGTED WALL SHEETSCALE: 1/4"=1'-U" EXISl"ING WALL TO REf1AIN �RAWNBY.• BK NEW STONE VENEER CHECKEDBY.• ML ' PROJEGT#:O7Q1 OCOPYRIGHT 2008 'i�//// MORTER ARCHITECTS P.C. � NEW EXTERIOR GONS7RUGTION BASEMENT LE!/EL PLAN d , �A�EIlfIENT LEVEL PLA�I ,�_ , ., �� . �a A2.00 1/4 �—a ��� � �-a��'�~ � =�',�_�� k�'���&������� ��,,, � � �� � �� � � � � � � � � ' � � ��������� ��� ������ � �� R ��������� ��������� ����`��� �, ,,� . � �:���� ___ � r _.��_.__. .�� a �.. a ������°�����:.__ � _ .�..�.:::W.���,� '�:��_�l�._ �� E1.�CTRIGAL NCJT�� E��CTR�G�L. L.�GENp F'�� , � 1. 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GC7NG. � c� ,�} I l�EW 5�G1"i0�A1� GARAG� - � G�'-?T I?DOR A�� TRAGK TO i2��'LAC� _c� NEW S�UN� VEN�ER , � RE� ELEVAT'IdNS E�CI5TIh1G 8 i7�0l2. 7RACK TO RUM1f _ _- IN�O VAiJLTED GEILII��, �PACE. ---- � � ���+�`� p4.o� 1�_S�� �11�_{7"� ' i��: S1'R�CTURAL �IEW STdN� WALL N�W WI7 EN7RY DEGK '�EW ��"DN� WA�.� - wr s�ror�� co�ur��v �� �r���. �� �rar�� ca� � °° ;�� RE� 5�`RIJGT�JRAL �E: 51`RJC1°URA� R�: STRCJGI'IJRAL - K�Y ,���1�/�i�1 1��P'i0 �X15"rING WA�L ll}'wgn 15'-0" 4r_IO°N +/- �_;�n - - - NEWL'f GC?NSTi l2UCT�D WALL SN'�ET SCAi.E: 9/4"=f'-0' � - - ' EX�"�1'II�G WA�L TO R�MAI�J f1J�4WN8Y.• BK ��oo; CH�CKED BY.• Ml. ►��w s7a�� v����� PROJ�CT#Lf7Uf j'� CpPYRfGHT 2[]0� �i����' ` %�,r� � MORTER ARCHIT�CTS P.G. E�!� N�W D{TERIC7R GC]N�TRUCTION f�/ i ���If����� P�� � NIAf N LEVEL I�I�A�I �� � � '� �,�.�, ,���� ��-0�� .��-�;���� t�. � , �C311'UN +�� '��+� �ESfGfV F��►''��`'�� ��=���; . �►��: �' �` '��' ��...����: �' -- _ - - � ������ �_._ �`%�+�,�+ 1 `y, ` ELEGTRIGAL NOTES ELE�7RIGAL LEGEND �� \ �� i. LOC�TI4N 4F 4U"("LETS AND O'1"N�R � El�EGTRIGAL. DEVICES 15 DIAGRAMMATIG -- � DUPLEX QUTLET ( �i , AGTUAL PLAGEMENT OF ELEMENTS, WORK, � aWITGNEU C3UTLET ('C7NE 51D� ONL"i") ` 4 , ' MATERI�L.S AND EQUIPMENT SNALL CONFDRM TO � �RC)UND FAULT INTERRUPT �UTL�T ��� ��` TNE LAT�aT EI?ITIDNS C7� LUGAL, STATE Q� GF� � £r� ,` � .c,, , COLO�ADO, AND NATIC7NAL CODES AND '� TELEV1510N ! Pi�OVIDE RCa-�u .4N37 GAT-V �, �i� . ,�,y��\`" � � ��l� �t\�r`.... c�RniN�,r�cES. (NOM� �.u� To MECN�Nica�) - ' 2. DUTL��"S TO SE 12" AND SWITGNES 42" ASOVE a REGE55�D DOWNLIGNT FINISNEI7 FLC7G�R, UNLESS OTNERWISE 54'�GI�IED. -�}- SURFAGE MTD. 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PLYWOOD VI _.._.�. . . . -�-.�--Y . , S E e U S 5`-1Q-�14" R.U. 5'-iD-3/�4" R.C�. 5'-10-3t4" R.t7. ,� �'-1U-3/4" R.�. � p1�R1�9r11lBY.• BK �' � d - - o - - a --- -- ,�y �HEC{Y�OBY A�/LL � .,' �: � .- ��. � �- �. �- �. �: -�. .-- ,. r �. �'- I r �` PROUECT�"D70f y3' / \ � / '``' � 'r' '` �i °~ � ' � \ (I � \ m .�. � ..\ �:✓ M4RTER RRCMI'fECT3 P.C. '. . � � � \ I tcs \ � ert \ . �.C3 I \ �. � \ /' +�S � "�, /' cLy _� '`.. / � � \ f ap � .9 .A .9 ' ����Rl� 91 '-3 7,/8'�, _ .. � . , , -�� � � �� • T.C?. SLAB Vlf��— �° , ___..______ . � C�����6� 1�lJ��l��1/U{C�C� � ���1�Dl�L� � ,��.00 1/4"= 1'-0" ' ° ' 1. GENERAL 8. SLAB-ON-6RADE REI ( STRUCTURAL ' 150 E. Beaver Creek Blvd, A204 ' A. THESE NOTES SHALL SERVE AS THE SPECIFICATIONS FOR THE STRUCTURAL A. THE SLAB-ON-GRADE SELECTED BY THE OWNER AT THE GROUND FLOOR L�VEL C. FRAMING LUMBER: 2X8 AND LARGER, DOUGLAS FIR-LARCH; ALL ELSE: Avon, Col�rado 81632 PORTION OF THE WORK. OF TNIS BUILDING HAS SOME RISK OF MOVEMENT. THE SLAB OPTION HEM-FIR IN THE FOL�OWING GRADES: (970� 748-0711 ' _ CHOSEN AS PROVIDING SUITABLE PERFORMANCE AT A REASONABLE COST 1. ) GENERAL FRAMING: STANDARD AND BETTER OR STUD. B. ARCHITECT' S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. REQUIRES 3 FEET OF OVEREXCAVATED FILL TO BE PLACED; REFERENCE THE 2. ) STUDS: STUD OR BETTER ' PROJECT SOILS REPORT FOR SPECIFIC REQUIREMENTS. 3. ) F�OOR JOISTS AND ROOF RAFTERS: N0. 2 OR BETTER. ; C. CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL 4. ) BEAMS, STRINGERS, POSTS AND TIMBERS: N0. 1 OR BETTER. , ^ ' DRAWINGS. B. THE PREPARATION OF THE SUBGRADE FOR THE SLAB-ON-GRADE SHALL B= IN v , � � STRICT ACCORDANCE WITH THE PROJEGT SOILS REPORT REFERENCED AB)VE; D. BRIDGING: BRIDGE BETWEEN JOISTS OR RAFTERS WHERE NOMINAL DEPTH- �--� o � u; D. VERIFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE TO- THICKNESS RATIO EXCEEDS 5 WITH BEVEL-CUT DOUBLE- CROSSED WOOD � � � ARCHITECTURAL, MECHANICAL, CIVIL AND ELECTRICAL REQUIREMENTS. PREPARATION REQl1IREMENTS TO TNE GEOTECHNICAL ENGINEER. BRACING OR WITH SOLID BRIDGING 2 " TNICK BY DEPTH OF JOIST. END � � � � � N A I L S O L I D B R I D G I N G T O J O I S T S; N A I L B O T H E N D S O F C R O S S-B R I D G I N G. r , � � � o o � 2 GOVERNING BUILDING CODE: IBC 2003 C. MOVEMENT OF THE SLAB-�N-GRADE MAY CAUSE DAMAGE TO ANYTNING SPACE BRIDGING AS REQUIRED BY CODE. PROVIDE SOLID BLOCKING I--�--1 ° � •- � �, ti o �no � CONNECTED TO BOTH TNE SLAB AND OTHER PORTIONS QF THE BETWEEN JOISTS AND RAFTERS AT SUPPORTS. � o co co 0 Z U U � ti � 3 LIVE LOADS USED IN DESI6N SUPERSTRUCTURE. ISOLATION DETAILS FOR PARTITION WALLS, ^� r �, _� � � BASEBOARDS, PIPING, AND OTHER ITEMS MAY BE REQUIRED; REFER TO THE E. STUD WAL�S: � N �� •� o o � A. WIND BASICUWINDESPEED 203oSEC GUS APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER 0= 1. ) FRAME STUD WALLS WITH 2X STUDS @ 16" ON CENTER AS CALLED FOR N � > � � � ) ( I). . . . . . : . . . . . . . . . . . . 90 MPH THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB-ON- ON THE DRAWINGS. r � 2. ) WIND EXPOSURE CATEGORY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. 2. ) PROVIDE A MINIMUM OF 3 STUDS AT CORNERS. v 3. ) WIND DIREGTIONALITY FACTOR, Kd. . . . . . . . . . . . . . . . . . . . . 0. 85 3. ) SHIM FOR BEARING ON CONCRETE SUBSTRATES. GROUT WITH 1: 3 ��/ 4. ) WINd TOPO`GRAPHIC FACTOR, Kzt. . . . . . . . . . . . . . . . . . . . . . . . 1. 0 9. CONCRETE PORTLAND CEMENT-SAND GROUT FOR FULL BEARING. L� 5. ) WIND IMPORTANCE FACTOR, Iw. . . . : . . . . . . . . . . . . : . . . . . . . 1. 0 4. ) WHERE Ml1LTIPLE TOP PLATES ARE CALLED FOR IN THE CONTRACT � A. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. DOCUMENTS, STAGGER SPLICES AND FACE NAIL PLATES TOGETHER. ', B. ROOF CLEARLY IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED F�R 5. ) PROVIDE STUDS AT OPENING JAMBS AS FOLLOWS: ' 1. ) GROUND SNOW'LOAD, Pg. . . . . . . . . . . . . . . . . . . . . . . . . 100 PSF APPROVAL. CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE: a. 2 STUDS RT OPENINGS �ESS THAN 5' -0" WIDE ' 2. ) SNOW EXPOSURE FACTOR, Ce. . . . . . . . . . . . . . . . . . . . . . . . . . 1. 0 b. 3 STUDS AT OPENINGS BETWEEN 5' -0" AND 8' -0" WIDE � o 3. ) SNOW THERMAL FACTOR, Ct . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 0 I�INII�UI� �q;� c. 4 STUQS MINIMUM AT OPENINGS GREATER THAN 8 -0 WIDE w �� 4. ) SNOW I MPORTANCE FACTOR, I s. . : . . . . : . . . . . . . . . . . . . . . . . 1. 0 STRENGTH CE�IEM WA�R� SLUi�P AGCR �R 6. ) BEAR OPEN I NG HEADERS ON MULT I PLE JAMB STUDS AS FOLLOWS: � o 5. ) MINIMUM FLAT ROOF SNOW LOAD, Pf. . 100 PSF (NOT REDUCED) USE CE�IENT a. 1 STUD AT OPENINGS LESS THAN 8' -0" WIDE °- �si coMEM iN siz� (�) ` SACKS/C.Y. �'�� IN b. 2 STUDS M I N I MUM AT OPEN I NGS GREATER THAN 8' -0" WI DE � c� C. RESIDENTIAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF 7. ) REFER TQ DRAWINGS FOR SPECIAL STUD CONDITIONS � FOOTINGS 3000 5.5 0.58 3-4 1 0-2 0 ', 4 DISCOVERY AND FIELD VERIFICATION INTERIOR FLATWORK 3000 5.5 0.58 2-4 0.;5 0-2 F. ALL MULTIPLE MEMBER HEADERS, BEAMS AND POSTS MADE FROM FRAMING Q � LUMBER SHA�L BE NAILEd TOGETHER TO FORM A SINGLE, COMPOSITE UNIT o A. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING NOTES USING NO LESS THAN TWO ROWS OF 16d AT 12" O. C. � � COND I T I ONS WH I CH ARE NOT NOW KNOWN OR ARE AT VAR I ANCE W I TH 1, TOTAL AIR CONTENT PERCENTAGE RANGE. CHANGE TO 5-7 IF EXPOSED TO FREEZIhG TEMPERATURES. Q PROJECT DOCUMENTATION (DISCOVERY). SUCH CONDITIONS MAY INTERFERE G. COMPLY WITH MINIMUM STANDARDS FOR FRAMING CONNECTIONS AS SET WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND/OR SUPPORT OF B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I-II CEMENT FORTH IN IBC TABLE N0. 2304. 9. 1 AND AS DETAILED. EXISTING WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR DETERIORATION TO STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD C. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A H. LAMINATED VENEER LUMBER ��VL) AND PARALLEL STRAND LUMBER (PSL): JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING(S). MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 KSI. ALL 1. ) LV� OR PSL PRODUCTS SHALL BE PLANT FABRICATED IN A m REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WE_DED CONTINUOUS PRESS WITH ALL GRAIN ORIENTED PARALLEL TO THE B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCOVERIES HE WIRE FABRIC SHALL C4NFORM TQ ASTM A185. LENGTH OF THE MEMBER. O� BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR 2. ) ALL LVL OR PSL PRODUCTS SHALL BE SUBMITTED FOR APPROVAL WITH � JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING(S) PRIOR TO D. REINFORCEMENT PROTECTION REFERENCE TO THE APPLICABLE CURRENT NATIQNAL EVALUATION PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. 1. ) CONCRETE PLACED AGAINST EARTH. . . . . . . . . . . . . . . . . . . . . . . 3" REPORT PREPARED BY CABO, OR CURRENT EVALUATION REPORT C. THE STRUCTURAL DOCUMENTS MAY SPECIFY DIMENSIONS, ELEVATIONS AND 2• ) CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH. PREPARED BY ICB�. Q � a. BARS #5 AND SMALLER. . . . . . . . . . . . . . . . 1-1j2" 3. ) LVL MEMBERS SNA�L HAVE THE FOLLOWING ALLOWABLE STRESSES: CONSTRUCTION CONDITIONS TO BE FIELD VERIFIED. THE GENERAL b. BARS #6 AND LARGER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2" a. FLEXURAL TENSION OR COMPRESSION. . . . . . . . . . 2600 PSI Q - O CONTRACTOR SHALL BE RESPONSIBLE FOR FIE�D VERIFICATION OF ALL b. NORIZONTAL SHEAR. . . . . . . . . . . . . . . . . . . . . . . : . 285 PSI O Z U ; SPECIFIED CONDITIONS PRIOR TO PROCEEDING WITH THE CONSTRUCTION OR E. NO SPL.ICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR c. COMPRESSION PARALLEL TO GRAIN. . . . . . . . . . . . 2460 PSI n/ � ^ FABRICATION OF ANY STRUCTURAL COMPONENTS RELATED TO SUCH A!JTHORIZED BY STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUVD d. COMPRESSION PERPENDICULAR TO GRAIN. . . . . . . . 750 PSI �L � CONDITIONS. THIS FIELD VERIFICATION SHALL BE MADE IN A TIMELY CORNERS. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS, SNAL_ BE e. MODULUS OF ELASTICITY. . . . . . . . . . . . . . . 1, 900, 000 PSI MANNER SO AS TO CAUSE NO DELAYS IN EXECUTI�N OF THE WORK. 36 BAR DIAMETERS MINIMUM. 4. ) PSL MEMBERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES: z O F-' a. FLEXURA� TENSION OR COMPRESSION. . . . . . . . . . 2900 PSI � M Z �. STRUCTURAL STABILITY DURIN� CONSTRUCTION F. DETAIL BARS IN ACC�RDANCE WITH "ACI DETAILING MANUAL", b. HORIZONTA� SHEAR. . . . . . . . . . . . . . . . . . . . . . . . . . 290 PSI PUBLICATION SP-66, AND "BUILDING CODE REQUIREMENTS FOR REINFO�CED c. COMPRESSIQN PARALLEL TO GRAIN. . . . . . . . . . . . 2900 PSI I-' � � A. THE STRUCTURAL DRAWINGS ILL`USTRATE THE COMPLETED STRUCTURE WITH CONCRETE, " ACI 318, �ATEST EDITIONS. PROVIDE DETAILS INDICATING d. COMPRESSION PERPENDICULAR TO GRAIN. . . . . . . . 750 PSI z Q O ALL ELEMENTS IN THEIR FINAL PQSITIONS, PROPERLY SUPPORTED AND REINFORCING CONTINUITY AT CONSTRUCTION JOINTS. e. MODULl1S OF ELASTICITY. . . . . . . . . . . . . . . 2, 000, 00a PSI � � r , BRACED. ^ `.J G. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT I. BUILT-UP LVL AND PSL MEMBERS: CONNECT MULTIPLE MEMBERS USING 2 O N W ' � B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS POSITIONS SHOWN ON PLANS AND DETAILS: ROWS OF 1/2" DIAMETER THRU BOLTS SPACED AT 24" O. C. BOLT HOLES � � AND METHODS. SHALL BE 1j2" IN DIAMETER AND LOCATED 2" FROM THE TOP AND BOTTOM � ' " H. PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE. OF TNE MEMBERS. STAGGER ROWS AND PROVIDE A MINIMUM OF 2 BOLTS AT p , � ° C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHA�L PROVIDE PROPER EACH END OF MEMBERS. � ��� � � SHORING AND BRACtNG AS MAY BE REQUIRED DURING CONSTRUCTION T0 I. NO OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS � , ACHIEVE THE FINAL COMPLETED STRUCTURE. SHALL BE PERMITTED UNLESS THE ARCHITECT' S AND STRUCTURAL J. LAMINATED MEMBER SIZES SNOWN ARE NET; OTHER MEMBER SIZES ARE � O W ' ENGINEER' S APPROVAL IS SECURED PRIOR TO THE PLACEMENT OF NOMINAL. D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES AS REINFORCING STEEL. � � J MANDATED BY FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. THE K. SHEATHING: � � , CONTRACTOR SHALL EMPLOY A "COMPETENT PERSON" AS DEFINED IN OSHA J. WIRE FABRIC REINFORCEMENT: LAP 4NE AND A HALF MESH WIDTHS AT 1. ) CONFORM TO AMERICAN PLYWOOD ASSOCIATION (APA) DESIGN � (� G� REGULATIONS TO 'IDENTIFY SAFETY °ISSUES. THE CONTRACTOR SHALL SPLIC`S AND WIRE TOGETHER. SPECIFICATION, LATEST EDITION. SHEATHING SHALL BE � r- > EMPLOY A "QUALIFIED PERSON" AS DEFINED IN OSHA REGULATIONS TO CQNTINUOUS OVER THREE ADJACENT SPANS MINIMUM. SPECIFY THE RESOLUTION OF SAFETY ISSUES. K. NO WELDING OF REINFORCING SHALL BE PERMITTED UNLESS SPECIFICA'_LY 2. ) FLOOR SNEATHING: 3/4" THICK TONGUE AND GROOVE APA RATED N � ' . CALLED FOR OR APPR�VED BY THE STRUCTURAL ENGINEER. SHEATHING 32/16, EXPOSURE 1. NAIL TO SUPPORTS WITH 10d @ 6 z ' E. SUBh�ITTALS INCHES 0. G AT ALL PANEL EDGES AND 10d @ 10 INCHES 0. C. AT L. DO NOT RE-BEND ANY BARS WITH A YIELD STRESS OF GREATER THAN 4� INTERIOR OF PANEL. GLUE FLOOR SHEATHING TO SUPPORTS WITH J ! A. FURNISH TWO SETS OF SHOP�AND EREGTIQN DRAWINGS TO STRUCTURAL KSI. "TITE-BOND" (OR APPR4VED EQUIVALENT). CONSTRUCTION ADHESIVE ' ENGINEER FOR REVIEW PRIOR T0 FABRICATION. SUBMIT IN A TIMELY SHAL� MEET APA AFG-01. �, ' MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL 10. STRUCTURAL STEEL 3. ) ROOF SHEATHING: 5/8" THICK APA RATED SHEATHING 32/16, ' ENGINEER. EXPOSURE 1. NAIL TO SUPPORTS WITH 8d @ 6 INCNES O. C. AT ' A. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 50 KSI FOR WIDE AL� PANEL EDGES AND 8d @ 12 INCHES O. C. AT INTERIOR OF B. FURNISH TWO SETS OF CONCRETE, GROUT AND MORTAR MIX DESIGNS FLANGES; 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 36 KSI PANE�. ' INCLUDING STRENGTH TEST'DATA AND MANUFACTURER' S �ITERATURE ON 4. WA�L SHEATHING: 1 2" THICK APA RATED SHEATHING, EXPOSURE 1. ISSUED FOR: DATE.� ALL ELSE, UNLESS NOTEQ OTHERWISE. � � ADMIXTURES FOR REVIEW BY STRUCTURAL ENGINEER NO LATER THAN 2 ORIENT PANELS WITH FACE GRAIN PARALLEL TO WALL STUDS. NAIL PERMIT 06.04.08 WEEKS PRIOR TO ON-SITE USE OF THESE MATERIALS. B. MINIMUM WELDS: AiSC SPECIFICATION, NOT LESS THAN 3/16" FILLET, TO SUPPORTS WITH 8d C� 6 INCHES O. C. AT A�L PANEL EDGES AND ' CONTINUOIIS UNLESS OTHERWISE NOTED. 8d @ 12 INCHES O. C. AT INTERIOR OF PANEL. C. GENERAL AND SUB-CONTRACTOR NOTES: 5. ) REFER TO DRAWINGS FQR SPECIAL SHEATHING OR NAILING , 1. ) THE GENERAL CONTRACTOR SHALI. REVIEW ALL SUBMITTALS PRIOR TO C. ALL GROOVE WELDS TO BE FULL PENETRATION UNLESS NOTED. REQUIREMENTS. SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENGINEER IN ACCORDANGE WITH THE PROJECT SPECIFICATIONS. D. WELDERS: HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W. S. L. ALL TIMBER CONNECTORS SHALL BE "STRONG-TIE" CONNECTORS AS 2. ) THE STRUCTURAL DRAWINGS SHALL NOT BE USED AS BACKGROUNDS FOR QUALIFICATION TESTS. MANUFACTURED BY THE SIMPSON STRONG-TIE CONNECTOR COMPANY. FOLLOW ' SHOP OR ERECTION DRAWINGS. DRAWINGS PREPARED IN THIS MANNER ' SUPPLIER' S INSTALLATION RECOMMENDATIONS. ; AND SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER WILL BE E. SEE ARCHITECTURAL DRAWINGS F4R NAILER HdLES; ATTAGHMENTS, ETC. RETURNED REJECTED AND CONSIDERED AS NOT BEING IN CONFORMANCE N. DECKING: WITH THE PROJECT SPECIFICATIONS. F. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDAI�E 1. ) DECKING SHA�L BE TONGUE AND GROOVE MADE FROM SOLID TIMBER OR ' WITH THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE AI�D GLUED LAMINATED TIMBER. INSTALLATION SHALL BE CONTROLLED , , 7. FOUNDATIONS - FOOTINGS WITH OSHA REGIJLATIONS, LATEST EDITIONS. RANDOM LAYUP. CONNECTIONS AND INSTAL�ATION PROCEDURES SHALL ' ' BE PER AITC 112, STANDARD FOR TONGUE-AND-GROOVE HEAVY TIMBER , ' A. A SOILS INVESTIGATION HAS NOT BEEN PERFORMED FOR THIS PROJECT. G. ALL RIGGING FOR SAFETY CABLES, LIFTING DEVICES AND TEMPORARY ROOF DECKING. MAXIMUM MOISTURE CONTENT FOR 2" DECKING SHALL 1. ) THE OWNER SHALL EMPLOY A QUALIFIED GEOTECHNICAL ENGINEER TO BRACING SHA�L BE CONNECTED TQ ANGLES, PLATES OR OTHER MEMBERS BE 15%, ANQ FOR 3 AND 4 INCH DECKING 19%: INSPECT ALL FOUNDATION EXCAVATIONS PRIOR TO PLACEMENT OF DESIGNED AND DETAILED BY THE STRUCTURAL STEEL SUPPLIER AND SHALL ' CONCRETE FOR FOOTINGS. BE SHOP WELDED TO STRUCTURAL MEMBERS. DO NOT PROVIDE HOLES IN N. INSTAL�ATION OF PRE-ENGINEERED SYSTEMS: 2, ) THE GEOTECHNICAL ENGINEER SHAL� VERIFY THAT THE SAFE BEARING STRUCTURAL MEMBERS FOR THE CONNECTION OF RIGGING GABLES, LIFTING 1. ) PRE-ENGINEERED SYSTEMS SHALL BE INSTALLED ACCORDING TO THE ' � CAPACITY OF THE BEARING MATERIALS MEETS OR EXCEEDS THE DEVICES AND TEMPORARY BRACING UNLESS SPECIFICALLY DETAILED ON THE MANUFACTURER' S RECOMMENDATIDNS AND SPECIFICATIONS. SHOP ' ASSUMED TOTAL LOAD ALLOWABLE BEARING PRESSURE USED IN DESIGN STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DRAWINGS SHAL� BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR .- ' AS STATEQ BELOW. REMOVAL OF ALL ADDEQ MEMBERS WHERE THEY INTERFERE WITH OTHER WORK REVIEW PRIOR TO FABRICATION. o ' 3. ) THE GEOTECHNICAL ENGINEER SHALL PREPARE WRITTEN OR ARE EXPOSED TO VIEW. ^ SPECIFICATIONS FOR SUITABLE BACKFILL MATERIALS AND PERFORM ' 0. LAG� SCREWS: � COMPACTION TESTS ON APPROVED BACKFILL PLACED AGAINST H. THE CONTRACTOR AND STRUCTURAL STEEL SUPPLIER SHALL ADD ALL 1. ) C4NFORM TO ANSI/ASME STANDARD 818. 2. 1-1981. ' FOUNDATION WALLS, BELOW SL.ABS-ON-GRADE AND BELOW NECESSARY BO�TS, ANCHOR BOLTS, STIFFENER PLATES, STABILIZER 2. ) CLEARANCE HOLE FOR SNANK SHALL HAVE THE SAME DIAMETER AS THE SHEETSCALE: Q FOUNDATIONS. PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, SHANK AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF DRAWN BY.� KB N CLOSURES FOR OPENINGS, ETC. AS REQUIRED FOR COMPLIANCE WITH OSHA UNTHREADED SHANK. ° B. BOTTOM OF fOIJNDATION OR GRADE E3EAM SHALL EXTEND A MINIMUM OF 48 REGULATIONS. 3. ) LEAD HOLE FOR THREADED PORTION SHALL HAVE A DIAMETER EQUAL CHECKED BY.� SJM � INCHES BELOW ADJACENT FINAL GRAdE. TO 7Q% OF DIAMETER OF UNTNREADED SHANK. PROJECT#0701 4; � I. FIELD WELD ANY ELEMENT THAT CAN BE CONSIDERED A TRIP HAZARD A� 4. ) THREADED PORTION OF LAG SCREW SHALL BE INSERTED INTO LEAD o O COPYRIGHT 2W8 C. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS OR GRADE BEAMS DEFINED BY OSHA. HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. '- ' UNT I L BRAC I NG FLOORS ARE I N PLACE, OR 4THER ADEQUATE BRAC I NG I S 5. ) IJSE SOAP OR OTHER LUBR I CANT ON LAG SCREW OR I N LEAD HOLE TO MORTER ARCHTECTS P.C. � INSTALLED. 11. TII�BER FACI�ITATE INSERTION AND PREVENT DAMAGE TO LAG SCREW. GENERAL NOTES o d. ACTIVE LATERAL EARTH PRESSURE USED' IN DESIGN: . . . . . . . . 35 PCF A. ALL TIMBER PRQDUCTS SHAL� BE IN ACCORDANCE WITH THE NATIONAL " ° ° FOREST PRODUGTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION, f�� ��L��' ��p. •aa"aao o E. FOOT I NGS SHALL BE PLACED�ON UND I STURBED NATURAL MATER I ALS. THE LATEST ED I T I ON. d`'�'•'�� �4:�'�`,�e � CONTRACTOR SHALL REMOVE ANY LOOSE QR DISTURBED SOIL AND REPLACE o�,'Q4 •• w w WITH NON-EXPANSIVE STRUCTURAL FILL COMPACTED TO 95% STANDARD B. ALL LUMBER SHALL BE VISUA�LY GRADED AND HAVE A MAXIMUM MOISTIRE �'��G���� �;�� N PROGTOR (ASTM D698) AS APPROVED BY THE SOILS ENGINEER. CONTENT OF 19%. �o� 13673 �: � ■ ' � : ��� ,�-����i�,:� ' � F. TOTAL LOAD SO I L BEAR I NG PRESSURE ASSUMED FOR DES I GN: l, 50Q PSF �,��.� � � o . e� �`�`S�Q�1Ri..'��� ' " o , _ z m ' , o � REi � sTRUCTURAL R 150 E. Beaver Creek Blvd, A204 Avon, Colorado 81632 (970) 748-0711 SPREAD FOO°�INCa SGHEDl1LE � � � MARK FOOTING SIZE REINFORCING RE�IARKS t � � � � ° i � OA 2'-0°x2'-0°x1'-0° (3)�4's E.W. - � � x � � °° � c�� , O 3'-Q°x3'-0"x1'-0" (4��4's E.W. - W o � o ° c��o , � � o �n o -C zUU � d��, � NOTES: �� �, ti � - ooU� �y � N f� f� � Nff) > rn � � ' 1. CENTER SPREAD FOOTING aN COLUMN, GRADE BEAM, OR FOUNDATION ' WALL UNLESS NOTED OTHERWISE ON PLAN. ( � 2. WHERE LONG DIRECTION BARS ARE SPECIFIED, POSITION THIS LAYER � CLOSEST TO BOTTOM OF FOOT I NG. A `��� A �°�`° 52.01 S2.Q1 � A SPREAD FQOTI�IG S�HEDULE �- - ,- - SZ.O NO SCALE � I I � O L �0 � o Qo`' -� 2 4� � ,6�-,�,� W �� � �� oO �I Q- � o � ------------------------------------------------ ---------------------- � U � -------� --- - - - -.. -- / I,� ��I __ _ � � � �i�J � I � , � , , � o e°`'� A ��� �1�'��� ! Q I ` , � a �� s2.a� ._ � � ---- - -;- -- , _ , , r -- ( , �'—� I I ; � �� ��) I �-- _ _ _. , -- --- � � �— _ � I���J I I� � � m L — _ J , ' ' W 9'-o�/s„ � o�.� o�.� I � ^� I ��Q ��Q � Q � � � � i Q (� i �' ;� �, � � Q �= O - � ' ��� � � Qo�� � Qo�,�. O Z U - - -_ _ �� �,� �' � � , � � �`___-� —� �, � r j z M � : .. � i � � � i i ; Q Z . � � L =1 L I � �— � L�-===____= i z O Q � � � � , � H ( K O N & . I � ss.ot I s�.o� � � � �, i 6 I i B J 0 W m � � � s�.o, � I I � � .J m - - � � j � M � � . I � � � > D I � N � s5.o, _ - - - -� � z K ( J F � s�.o� — — —— —� � � s�.ai s�.a� E C ( � ❑ ss.o� s5.a� � � s�.oi I � , I ( ISSUED FOR: DATE.' ( I � � PERMIT 06.04.08 ( � I I I I � � ' � ( I I ' � � I ( ' I � � � � � s�.o� � � I I � � I I � � I I �-- - -- — �_ o � � � I ' I I � I I � � L B SIM - I - - I ( I � I I , S5.01 �,_8>, ( I ' 2�-4�� N ; ; FOUNDATIC�Ri PLAN ' ,�4�° = ,'–a'° — , �, 2,� � 0 `� FOUNDATION PLAN NOTES 1'-10° � 1. ASSUMED ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF '- ' 2. CONTRACTOR SHALL VERIFY AND MAINTAIN 48" FROST DEPTH TO BOTTOM OF ALL FOOIINGS. SHEET SCALE: � 3. � _'� INDICATES EXISTING WALL TO BE DEMOL.ISHED. ° 4. � INDICATES EXISTING STRUCTURE TO REMAIN UNDISTURBED U.N.O. DR,4WNBY.� KB � , CHECKED BY.' SJM � ° PROJECT#.'0701 w ' o O COPYRIGHT 2008 ' F- MORTER ARCHTECTS P.C. 0 J �. . . . . . . . d �. � . . . . . . . . . . . . . . . � . . � . . ��. FDUNDATION PLAN1 ° �o���,�>,Y z o�`'�:�, ��.`�s��. � ' �►°:�v��2�'�`V�'���` ' g N �:� ����� �:� s 2 . o � � � ��,�� �. �`��'���' ' O . � . . . . . . . . . . ��'q��\��0i•. ��e . �. . . . . . . . . . . . . . � . . . ��' '������ � . . � � � . . .. � . . . � �. . . . . � . . }�r�ywr,�. � . . . . � . � . . . Q '�, . . . . . ...� _. . � Z . '.. . . . . . ' � . . . . ._...„ m . � . . . . . . �,. � . . . . . �.... ��, . � ,�. . . . . � . � . . . . � � . . . . . .. � � � REI � STRUCTURAL � 150 E. Beaver Creek Blvd, A204 Avon, Colorado 81632 , (970) 748-0711 � � � � � U � � c° x ;a� V � � � � WO (9 � 0 ` LL O � Q '�C S�M �'�' ZUC.) d' � � � � _ i:. . - oo � � N (!> > rn � E _ , V 2x10 (�16" 0. . I_� ' FD 1 � I (3)14" LVL � � I i I I I I I I ►► I I I I I ►I I I I I I I I w .� : � I I I I I I I I II I I I I I �I I I I I I I I � � �. 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' SIM ' � N MAI N LEVE L P LAN � 1/4" = 1'-0" 0 �o � ' FLOOR PLAN NOTES � t. LOADS: SHEET SCALE: ' 1.1. FLOOR �IVE LOAD = 40 PSF ' o L2. FLOOR DEAD LOAD = 40 PSF DRAWN BY.. KB ' 0 1.3. DECK SNOW LOAD = 100 PSF � ' 1.4. DECK DEAD LOAD = 10 PSF CHECKED BY.� SJM � ' 1.5. LL DEFL = L/360 PROJECT#.'0701 0 1.6. TL DEFL. = L/240 O coPYRicHrzoos Q Z. U.N.O. DECK JOISTS TO BE 2X1 O C�16" O.C. MORTER ARCHTECTS P.C. � 3. �-F� INDICATES SPAN OF 2x DECKING �RE: ARCH. , 4. � _ � INDICATES EXISTING WALL TO BE DEMOLISHED. MAIN LEVEL PLAN N 5. INDICATES EXISTING STRUCTURE TO REMAIN UNDISTURBED U.N.O. �«�����''.f�'T ° o � � , tJ.�,•'��.� �`" t��•`;�C`� Z � v ` � W ` . _ •� � � �'��13673 �: � S2 . 11 . �°� (�- �-C��".'•�� � ' . ao � � ���s�ic����`''�`� 0 q � 0 � Q z m , ' 0 � u� . . _ _ _ _ . �� :����_ , � � � � __.ae��_ � ,.�...,�� ��...�--___-________�..�..���__�. � _ .,., .��,.���.�. ��, & .. . �� � . . . . ' . � � . . . .:.. �' .. . . . � . . . . ��,. � . �� . . . . . ��.. $ 1�{1RK HEADER HEADER & JAI�B KEY R E I I STR U CTU RAL � (2) 2x6 DF�2 A32 �, Avon,EColo ado 81632BIvd, A204 B 2 2x8 DF 2 � OF KING RUDS � HEADER � RE: SCHEDULE FOR SIZE (970} 748-0711 � � ) � REQUIRED v � �C (2) 2z12 DF�2 HEADER z � TRIMMER STUDS + KING(S} � HEADER � OF TRIMMER STI���S Y � � RE: SCHEDULE ' �D (2) �3fa��xll��s�� LVL REQUIRED �, OPENING WIDTN � � � E EXAMPLE: RE: ARCN A32 = (2) 2x6 DF�2 HEADER • �"" o � �; W/ (3) TRIMMERS ( ) � � a�i , , AND (2} KINGS V m o � � c -po ° � NOTE: BEAM N RE: PLAN � � o n o � 1. BUILD OUT HEADERS TO A TOTAL WIDTH OF 3 1/2" OR 5 1/2" BY ADDING PLYWOOD SIMPSON HUSC HGR 1 � z � c� � � � ' SPACERS BETWEEN INDIVIDUAL MEMBERS. --�'``-� , ' 2. FOR WAL�S GREATER THAN 5 1/2" I N WI DTH, BOX HEADERS SHALL BE USED. FOR � T'�'W' N .� •t° ti o � TOP & BOTTOM PLATE OF BOX, USE 2x WALL WIDTH. � N � � � � � 3. ALL TRIMMERS & KINGS SHALL BE DF #2 WITN WIDTH TO MATCH WALL � ( 1 � A HEADER SCHEDULE PoST � RE: P�N ' SZ.Z� NO SCALE � � � W ° �� H ° � 0 v - -- ---- . : � __ .- - ,--- - -__ - ---- -. � �---- -o- �..�... 0 , � � � � � ; � � Q Q��� Q��� � � �� ��` Q �S ; ; , Q � ; . ; � � � � � � � � � � � � i i i i i i i i i i i i i � � � - i i i i i i i i i i i i i i i i i i i i i i i i i i i i ii i Q f— p i i i i i � i i i i i i i i i i i � i � i i � i i � i � ii � � — I I I I I I I ► ► I I I Qo`� ► I I I I I ► I ► �o`��' I I I I I I ' O � U - - - - - - - - - � I I I I I I I I I I I I I �� I I I I I I I I I I �� I I I I � � � ^ __ _ _ _ � - ----- — I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � Z 0 � : I I I I I I I I I I I I I I I I � B�� I I I I I I I I I � i � Z - I I I I I I I I I I I I �1—I�-1—f-�—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 I I I I I� I � � ' ' � O � I �.�I I I I I I I I .� I I I I �,� I I I I I I �,�I I I I I I I�,� I I � �,� � � z Q ' I e° I I I I I I I Q° I I I IQO I I I I I Qa I I I I I � I I �Qo ' 1 �� � I I I I I �� I I I I I I �`�� I `��h � � � � U I � I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I J � I � N W _ . . I I I tE)I B�M I I I I I (�} B�IM I I I I I I � � � J e � i � � � i � � ► i � i � � � � �� � � ► � I I I I I i I I I I i I I I I I I I I I I I I I I I I I � I � � V � ` I I I I I I I I I I i I I I I I I I I I I I _"' c2� � � Lj,J � I I I I I I I I I I I I I I I I I I I I I I Q —� i i i i i i i i i i i i i i i i i i i i i i i i i i i m m � � ► i i � � � i � i i i � i i i i i � i � i i i i � � i � - - - - - - - - i i i i i i i i i i i i i i i i i i i i i i i i i i a ,� c� Q � � � � � � � � � � � � � � � � ► � � ► � � � � ► � � � � � 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 I I I ' I I I I 1 I I I I I I I I I I I I I I I I I I I I N � ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I z I I I I I I I I I I I I I I I I I I I I I I I I � ' I I I I I I I I I I I I I I I I I I I I I I I I I I�I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �+� I I I I I I I I I I�,,+� I I i I I I I I I I I I I I �, I I I I I I I I I I �� I I I ---=T � ----- -- I I I I I I I I I I I I I I I I I I I I I I I I I I , _._ . 1SSUED FOR: DATE.' ' i i i i i i i i i i i i _ I _ I _I_ I I I I I I I I I I - - �— _— - - - - - - - - - - - - - - - - - -�x?2.- - - - - - - - - - - - PERMIT 06.04.08 I � � --- - s�.i, �, - -- -- -- � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �, � ; _ � N ,� UPPER LEVEL PLAN � ��4„ _ �°-o�� , w � � SHEET SCALE.• o , FLOOR PLAN NOTES I DR,4WNBY.� KB , N L LOADS: � ' 1.1. FLOOR LIVE LOAD = 40 PSF CHECKED BY.• SJM ° ' 1.2 FLOOR DEAD LOAD = 40 PSF Q 1.3. DECK SNOW LOAD = 100 PSF ' PROJECT o�vRCHrzoos 0 1.4. DECK DEAD LOAD = 10 PSF � MORTER ARCHTECTS P.C. � 1.5. WIND LOAD = 20 PSF � 1.6. LL DEFL. = L/360 �, �.�. T� �EF�. _ �/2a-o UPPER LEVEL PLAN N 2 U,N.O. DECK JOISTS TO BE 2x10 (�16" O.C. 3. � _ � INDICATES EXISTING WAL� TO BE DEMOLISHED. . �"� ����' o �y'��.�..�. ��`y . Z � . . � . � � � � � � � . � . � � ����• �'j°+i+C-�� . = 4. � INDICATES EXISTING STRUCTURE TO REMAIN UNDISTURBED U.N.O. ('};�'�,n `�� e` �r��� � _ �.�� �:� . 1 � � 5. � INDICATES EXISTING INTERIOR LOAD BEARING WALL, C��� 1�673 �; � '��•� 6'�'J�'��� o : � ° + ` .. z ;•....... �� o ��t.���.����, m 0 � � � � WALL HEADER AND JAAAB SCHEDULE � �K H�wER H�ER & Ja�a K�r �XiS1'IIV�i EXT'ERIOR WALL R E I � STR U CTU RAL � (2) 2x6 DF�2 -- �"��A�E� a�CHE�ULE Avon,EColo ado 81632 Blvd, A204 A32 # OF KING S UDS � HEADER � RE: SCHEDULE FOR SIZE (970� 748-0711 �B (2) 2x8 DF�2 REQUIRED � � EXISTING HEADER IuIAXIf�U�I SPAN OC (2) 2x12 DF�2 HEADER " � TRIMMER STUDS + KING(S) Q HEADER D 2 13 x11� ' LVL REQUIREDMMER STUDS � � � RE: SCHEDULE (3) 2x4 2'-0° �> � o � � �4 �8 OPENING WIDTH (3� 2x6 3�-6" � � � EXAMPLE: � RE: ARCH " . � , � � ' A32 = (2) 2x6 DF�2 HEADER (3) 2x8 4-6' F""' N W/ �3) TRIMMERS (3} 2x10 5'-9° ( , , AND 2 KINGS V co � `�*°- c�.� � � � •- x ~= (3) 2xt2 7'-0° W NOTE: BEAM � RE: PLAN ° `�° `' � °' ' � � o �no -C 1. BUILD OUT HEADERS TO A TOTAL WIDTH OF 3 1/2° OR 5 1/2" BY ADDING PL�WOOD SIMPSON HUSC HGR NOTE: z v v `,�° � � SPACERS BETWEEN INDIVIDUAL MEMBERS. l. NOTIFY ENGINEER OF ANY EXISTING HEADERS WHICH �� a� -� d: � 2. FOR WALLS GREATER THAN 5 1/2° IN WIDTH, BOX NEADERS SHALL BE USED. FOR T'�'W' � � p EXCEED TEH MAX SPAN NOTED IN THE ABOVE SCHEDULE � c� � �a r� r- � TOP & BOTTOM PLATE OF BOX, USE 2x WALL WIDTH. 2. NOTIFY ENGINEER OF ANY EXISTING 2-PLY HEADERS `� � � °' °' � 3. ALL TRIMMERS & KINGS SHALL BE DF #2 WITH WIDTH TO MATCH WALL. DISCOVERED IN TNE FIELD. ( l � � A HEAQER SCHEDULE PoST � RE: P�N B E EXTER00R WALL HEAEDER SCHEaULE ' NO SCALE SZ.Z� NO SCALE � S2.21 A � � s5.2� W ° - - - - - - - - - - - - - - - - - - - - - - - - - - - [� � 0 �. 0 � A — — - — --- –-- -- � ss.2, � _._. . __ — -_- _._.__. .. .___._ ____. . -�;-___ .______ ____ _____ � O o _ � ._ I _ I I I I ' I I I I I I � ' �� - - - - I I I I I I I I I I I I I I � o ' I I I I I I I I I I I I I d � Q - - -� - - �- - -�- - T _ - - � I I I I I I I I I I I I I � � s�.2� I I I` I I I I I I I I ' � � I I I � I I I I I I I I I I � � I I I I I I I I I I s5.2� s s.2� � I I I � I I I I I I I I I I � � �-- ��' I I I I I I I � A I I I � I i I I I I I I I I I I I I I I I I I I I I I I ' s5.2� � i o5`� I I ; I o5� I I I I I I I I I � Q m , I I I I �y � �� I I I I I I _ � ��e I I ' �1e I I I I I I I I I � �1 � I I I I ��j I I I I I I I - - - - - — I I i I I I I I I I I I I � � I I I I � � I I I I I I I I I I � I I E I�M I I I I I I � Q I I I I � � I I I I I I I --- -- Q � D I I I I � � I I I I I I I �I I I I I I I I I ..._ --� ---=--I-. _.. � --_---�-:.. A ss.2� � I I I I � � I I I I I I I I I I I I I I I I I I I I I I I I I I � Q � Q 55.2, � � � � ( , ( � � � � ( � �� ► ► � � � � � � ( ► � � � � � � ( � i ; p z U - - - — - - _ J ( � � � ( � ( � � �';%'� � � � �� � � � � � � � ( ( ( � � � ( � � � � ( � N � ^ - - - - - - - - - - - - - I I I I I I I I I , �,�I` I I I �I I I I I I I I I I I I I I I I I I I � LL � . � � � � I I I I I : ;�� I I I I �I I I I I I I I I I I I I I I I I I I � , � � -_ z co �-- I�`` I I ► ► I I I I I I I I I I I I I ► I ► ► I I � � � �( � � � ( � ( � � I I I I � � I I � REMOVE AND REPLACE M z ,,'I I I I I I I I I I I I I I I I I I I I I I I I I (E) H�,DER TO NEW ELEVATION Q ( !I I I I I I I I I I I I I � � I I ;! I I I I I �I i I I I I I I I I I I I I I I I I I I ' RE: ARCH �-- � � , � ;I I I I I I i I I I I I I I I I 1 '" I I I I I �I I I I I I ���� I 1 I I I I I ,� I I I I I � � ,� � z � Q i I I I I I I I I I � I I I � � I ' " I I I I I I I Qa`' I I I I � � I Qo`' I I I I I I I Qo`' I I I I Qo � �QO`' � —I U � ;I I I I I I I I I I � I I I � � I I I I I I i �I �1 I I I I I � � �` I I I I I I '�� I I I I �� I � ' O N , � ;I � I I I I I I I I I I I I I I ;i I I I I I I I I I I I I � � I I I I I I I I I I I I � � � W � ( I I I I I ( I I I _. 1_ _i i -' I I I - - -�- - -�- - --� - - L - I I- - 1 I � � .J - - - - - - - - - - - - - - - - - - - - �._��. __„�_�„�... _��. - - - - - - - i i i i � � � I I I I I I I I I I 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 i i i i ► iii ► ii i i i iii i � 0 V Q ' � � � � � � � � � � - - �- - -�- - J - -� � � � I � � � � � � � � � _ _ � � � J O I I I I I I I i I I I I I I I I I � I � - - - � ' I I I I � � � � � � I i I I I I I I I I I - - �- - -�- - -�- - I � � I I I I I I I I I �: , p Q —J W � � i i i �- i i i i i i i i � m m 4 ; ; s5.2, � � � � I I I I I I I I : I I I I I I I I I � s�.z, J � � � � � I i . I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I � � `— - - - - - - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I � i I I I I I I I I � , REMOVE AND REPU�CE � � Q � ; I I I ' I I I I I I I I I I I I I I I I � I I I I I � I I I I I I I I I I I I I � � (E) H�DER TO NEW ELEVATION (� � � I I I I I I � I I I I i I I I I I I I I RE: ARCH �j I I I I I I I I I I I I I I I � � - - - - - I I I I I I I I I I I I I I I I I I I I I I � �-- -� - - I— = I I I I I I I I I � , � I I I I I I I I I I I I I I I I I I � � I I I I � � I I I I I I I I I I I I � � z � I I i I I I � I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I i I � � I I I I I I � I I I I I I I I I I I I I ; , LOW ROOF �RE: S2.12 , I I I 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 I I I I I I I V— i FOR ADDITIONAL INFORMATION I I I I I I ( I ( ( I I I I I I I I � INSTALL (2) 2x6 KING STUDS D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C� JAMB OF NEW WINDOW s�.21 , I I I I I I I I I I I I I I I I I I I I I I I i � I I i I I I I I I I I I I � , , ' --------- ---------- : -- - --- - I I I I I I � I I I I I I I I I I I I I � � ISSUED FOR: DATE' � � � I I I I I I --I --- � — . I I I I I I I I ------ � ---_ _ I _ PERMIT 06.04.08 - — - - - - - —I - - - - - - - - - � � I I I I I I I I I — - � A i i Rp_ s�.21 ; - - - - - - - - - - - - - - I I I I I I I I � S5.21 I ,4 � � � ( � ( ( � � S5.21 � ' 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T i S5.29 i� � � � � � � � � d- i i � ( � � � � � � � � 7� LVL (�16" O.0 i( � ( ���5 I � �J ���,�� I � 7�/4 �VL Q16" O.C. ,I I I �� I I I ��. I � I ' ; ; I I ���� I I I ��� �s I 8 14 D �1 E i� � �1 � � ( �F'��, � � F , , i � S5.2t i) � � � 8x14 �F 1 � I ( 55.21 E i i � ' s5.2� - - - - - - - - - - - -� � -1- - 1 - -1- - � - - -1- - - � - - �-- - --� - - B B '' 55.21 S5.21 � N R00F PLAN o _ � 1/4>' _ 1'-0" � E ' �; 55.21 � '= SHEET SCALE� � ROOF PLAN NOTES ' DRAWNBY.� KB ° 1. LOADS: ' ° I 1.1. ROOF SNOW LOAD = 80 PSF CHECKED BY.' SJM � ' 1.2. RDOF DEAD LOAD = 20 PSF PROJECT#.'0701 Q 1.3. WIND LOAD = 20 PSF ; � 1.4. LL DEFL. = L/360 O COPYRIGHT2008 MORTER ARCHTECTS P.C. � 1.5. TL DEFL = L/240 � 2. U.N.O. RAFTERS TAILS TO BE 2x8 � 24" O.C. , ' 3. � _ � INDICATES EXISTING WALL TO BE DEMOLISHED. ROOF PIAN � N �. . � . . , . . . . . . � . . .. . .. . � . . � . � . � � ...,..,., . N . . . .. . ..... . � , . � ,�... . . . . • �' 4. � INDICATES EXISTING STRUCTURE TO REMAIN UNDISTURBED U.N.Q '. ' ``r,,,p�,t�l �, . � , 5. � INDICATES EXISTING INTERIOR LOAD-BEARING WALL. �:��Q-� •�o� N �:� ����: S 2 . 21 7. �,� INDICATES SPAN OF 5/8" PLYWOOD ROOF SHEATHING. �"p '�' . � � 8. RE: ARCH FOR LOCATIONS TO INFILL WINDOWS W/ 2x STUDS. "'�y'�� �`�'�w•���y� 4 «, 0 0 �y^��/� . . . � . . . ����'�����°�{��� ., 'a �, . . � . � . . . � .. . . . . . . . . �`'>"'�bs[Vf"�4"G� , O '. . . . . . . . � . � . . . . . . , . z � . . . � - . .. � . . �� . � � � � . . . . �. m '��. � � . . . . .. . .. . � � , . . . � � � � . . � � � . '�. O � � . � . . . .. � � . . . . . � � � � . . .��. � � � � � � . . � ' 2x STUD WnLL ' �� 2x STUD WALL (8) 12d NA'LS ° 2x10 LEDGER W/ C� BLOCKING PANEL /j 2x8 TREATED f� FLUSH TO I.F. CONC W/ �j2"0 A.B. (2) ROWS #12x3' FLR JOIST � RE: PLAN '�i'; ' �..a COL. �RE: PLAN Q 48" O.C. MAX SCREWS @ 12° O.C. /f, REI ( STRUCTURAL �W/ SIMPSON PB66 POST BASE .------APA-RATED FLR APA-RATED FLR '` f 150 E. Beaver Creek Blvd, A2�4 ., ,, ' ' SHEATHING 2x DECKING SHEATHING �',,� _ �., Avon, Colorado 81632 ' 2x10 FLR JOIST � RE: PLAN DECK JOIST 2x6 TREATD f� / , (970� 74$-0711 12°� CONC. PIER T.O. PLYWOOD ' � � RE: PLAN W/ �/�"� AB. �F`� W� �4) �5 VERL I.U.Ni. @ 48' O.C. MAX J & �3x � TIES �12° O.C. RE: PLAN .) �. SIMPSON JB210 T.O,W. / (� � U � J RE: PLAN � � e �,GC ,� �' o � N FULL DEPTF 2x BLOCKING ��`� ( � � � X � (4)�5x �DOWELS ,� � 48" O.C. � CONN � SILL f� —� �,J � �- � m oa ca � W/ (2) SIN?SON A34 j� w � -°o o ° � / o c`o .- r� � ° CONC. FOOTING CONC FDN WAL� W/ �',` � o � � o ¢ ' 5@ 24" O.C. VERT CONC FDN WALL W/ � z c� � � � � T.O.F. 5@ 1 6" O.C. H O R I Z 5 C� 2 4 �.C. V E R T FLOOR JOIST %/ �. �- �, _� � � �2� �5 Q TOP 5 C� 16° �.C. HORIZ � RE: PLAN // N '� 'c� o o � w z �2) �5 @ _OP // � c� cn > a� a� � z / � '- c=, ° 5x J N DOWELS @ VERTS � � SIMPSON JB210 ,, , � `r' `r # ALT LEGS � — �5x 6�D�WELS � VERTS �� � "' � � � A�T LEGS �/ 2x10 LEDGER W/ � , CONT FTG W/ (2) �5 CONT FTG N/ (2) �5 BOLT`C� 1�24 O.0 P f� B.O.W. ° // 3„ CLR FOR REINF � o ; RE: PLAN � , f�/ /,� �j � RE: FTG SCHEDULE ;.�, o � / f,r � o ' � x W � — _i � // � , / '� ' RE: SCHEDULE � � /� � �I �- � v RE: PLAN RE: PLAN � o � A TYP SPREAD FOOTING B FLUSH JOIST BRG Q CRAWL SI�ACE C PARALLEL JOIST � �RAWL SPACE D E FOI� NDATION DETAIL � � � 0 55.� 3�4„ = 1'-0° 55.01 3�4>, � 1'-0>, S5.Q1 3�4„ = 1'-0" S5.Q1 3/4°> = 1'-0" �- Q � ' j W / / � // 2x STUD WALL �� 2x6 TREATED (� Q � // W� �f�,.0 A.B. � � O // � C� 24' O.C. , / O z U 2x6 DECKING /j� 2x6 DECKING � / / 2x1Q FLR J015T � RE: PLAN ' �% —(2) �4 TOP � � � / ^ � // � Z � �— , / � Z ��-c �,4 / / / % � � L, . � i �, � � j/ �� j% / / � � / / � / —1c —1c / / /-� / ,% ; / Z O �/ �/ // � � � , // / ,, • CONC. WALL W/ FLOOR JOIST // E FLaOR JOISTS O N �J 4 (� 12' HORIZ � ) FLOOR JOIST �/ FLOOR JOIST —' �``/ ' �5x� @ 12" VERT � RE: PLAN // � J � RE: PLAN �/ � RE: PIAN �'j $ // (E) FOUNDATION WALL � t� � �� �� z /j Q U V �f, // , � 2x10 LEDGER Wf !/ Q SIMPSON JB210 SIMPSON JB210 - d- 3 � O ,'/ �/ o J"' �a�x4" EXP BOLT // � / / � #5x 6„ DOWELS � VERTS @ 12" O.C. / Q � W /f l j � ALT LEGS // � � , 2 x 1 0 L E D G ER W/ 2x10 LEDGER W/� ,� �I � , „ // 3 „ „ �/ CONT FiG W� �2) �5 / �2) 3�a� �x4 EXP / , �2) �a �x4 EXP // • �;F 0 ^ — � BO�T @ 12" O,C. BOLT C� 12 O.C. /j � M Q , o j (2) �5 LONG �/ i // � �' � �4 � 12" TRANS ///�'j N v f, ; // / 7 L , RE: PLAN � E E FOUNDATION DETAIL F FOUNDATION DETAIL G FOUNDATION DETAiL H FOUND�TIC�f� DETAIL SS.d� 3�4>, = 1�-0" SS.Q� 3�4� - � —� S�J.O� 3�4„ _ 1'—d" S�J.O� 3/4" = 1'-0" ISSUED FOR: DATE.� ' 2x STUD WALL ' 2x6 TREATED � PERMIT 06.04.08 W/ �/�"0 A.B. C� 24' O.C. THIN STONE VENEER � RE: , ARCH , ' � �2) �4 TOP � � NEW FDN E FDN . (E) SLAB-ON-GRADE DECK JOIST —� 1'-4" 6" ' ', T.O.W. RE: PLAN - /,� � CONC WALL W/ -�_ � 4 C� 12° HORIZ ~ -// 2x10 LEDGER W/ �5x� @ 12" VERT // 3/4"�,x4" EXP 8 // (E) FDN WALL BOLT (� 12° O.C. _ %j o ' // ' �o ,- -- - � � z /j �4x1'S10" DOWELS Q 24" O.C. � SHEETSCALE: � / DRILL /8� HOLE IN (E) CONG & I � EPDXY GROUT W HILTI HIT HY150 / f DRAWN BY.� KB ° ° �5x J`v DOWELS � VERTS / _ ° � � ALT LEGS // / CHECKED BY.� SJM � �j ,% `� ° -_-__ ,�; CONT �G W/ (2) #5 j / /� PROJECT#.�0701 o � O COPYRIGHT2008 ' � MORTER ARCHTECTS P.C. 0 � o (2) #5 LONG � :��-�,,.. - � �,��,��. /� FOUNDATION DETAILS #4 � 12° TRAN$ r^��, � c O . . ��... . � . . . � �if(�`�,�'•9��YO���� ��. . � ��. � . � � � � . . � . �. � � . � � � �,i�� � �. w RE: PLAN �m ,,,; ��� 'l s � _ : �,, ' � �s� *• � f . (n � '.. . � . � . . . . . . . . � '�gii�I()'� ♦ ■ . � . K FDN CONN C�? 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HAILS � 6" O.0 // , SIMPSON H2.5A ' SIMPSON H2.5A Q EA JOIST (E) HANGER �/ 6xP EAM (E)RB PLAN �/ DROPPED BEAM (E) LEDGER—�' %/ � RE: PLAN // // � � � 0 � ' � o 0 � U m o � 0 A DECK JOIST + DROPPED BEAM B DECKING JOISTS C�? E WALL C DECK JOISTS C� UVALL D NE�1 DECK �EAM � � � SJ.11 3/4" = 1'-�" 55.1 3�4., _ 1'_0>, 55.1 3/4" = 1'-�" SJ.7 1 3�4,> � 1`-0" � � Q , � ' , W � � vJ E POST � ~ O O 0zV SIMPSON MSTA24 � POST � P05T LL � " ' @ EA STUD / (E) WALL / SIMPSON LPC2 BEAM � RE: PLAN WOOD BEAM � RE: PLAN ^ � � � SIMPSON ECC END COL CAP SIMPSON CCQ COL CAP Z O �— , (E) DECKING / '` ' W/ SIMPSON SDS SCREWS Z , ' Q � ' / / / / / / / ° . z � � + + / � iii ,� ii � • ° � � -i U , iii �' � . � � � .: + + ,� i i i �` i , .. 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Beaver Creek Bivd, A204 ' Avon, Colorado 81632 � � � (970) 748-0711 1 � l � � � I � I � I � � � � 12 + j � � I �� l �� � � � � � � + ( � 8 + : � 1 � 1 ' � f�` ' i%` � � � + $ � � i � �� ' ' ,f ,� i i ,� V � o � ` + 12 � I I � (E} ROQF RAFfER + � � �no � ++ FULL HEIGHT BLOCKING . � l ' � W � o � o � + (E) ROOF RAFTER ROOF RAFTER ' F` � Z v <� � � � + � RE: PLAN �; (E) ROOF RAFTER ~� r` °' _o v�' o�' � ' SIMPSON H2.5A Q EA RAFTER �, � N � > � � � (2) 2x8 W/ � (2) ROWS Q12x5" / , %., EAVE BEAM � RE: PLAN f SCREWS � 12° a.C. r , (E) BLOCKING � �' NAIL TAFTER TAIL �� � (E} STUD WALL ' � O / / (E) STUD WALL � TO (E) RAFTER W/ ROOF RAFiER / , �` (2) ROWS 12d NAILS / � RE: PLAN � 2x'RAFfER TAIL � RE: PLAN �/ � 8° O.C. �` j �j`` � / / SIMPSON HU7 � NOTCH BLOCKING NEW �� / W �°- RAFTER TAIL `r%� (E) STUD WALL / m ' / � �- / � U � O � 0 A NEW RAFTER TAIL B RAFTERS C� NEW PORCH C PORCH RAFTER CONN C� E ROOF D NEUV RAKE EXTENSION � � � 5�3.21 3/4" = 1'-d" 55.2 3�q.,> = 1'-0" 5�.� 3�q." - 1'-0" SJ.2� 3�4,> � 1'_Q,> a Q W ' W , � � � � � O O � v ���2�� ' ���2� �3 �3 � � ^ { ' 6 8x BEAM �a�� 4„ �4" � ' 3/16 � RE: PLAN � 8x BEAM � RE: PIAN Z O �— �2) �f2 LAGS W/ 6�� � M z � MIN PENETRATION � O � �--------, ' � � COUNTERSUNK z � O � � � � � U � � � � � � 0 � � N W � � � I I KMPE f��� ax8��2x0�-9" � � rn � W/ (2) '/4 BOLTS Q U V � COUNTERSUNK Q � O W ;� , ' �AP (C 3��X7��4X�'-���4� � � W� �4) ��2"0 x4" LAGS � � � � @ 4" GA 8x� BEAM � RE: PLAN 0 .. _ M Q ' 8x POST � RE: PLAN � r � N � Z J � E BEAM POST CONNECTION F SUSPENDED BEAM CONNECTION S5.21' 3/4„ _ �,_o„ S5.21 3�4„ _ �'-a" ' ISSUED FOR: DATE: PERMIT 06.04.08 ' � 0 co '� � � . . . � . . � . � . � . . . � . � '. 4.i � � ' SHEET SCALE.• � ', DRAWN BY.� KB � N ��. � . . . . .. . � . � . . � . .. . . 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