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HomeMy WebLinkAboutPRJ07-0565 B08-0130.PDF �- cI ' IIII � - � � L . . �l�,�L � P� Q T i' t s � . � � r � R��UL3dl1//S/C N JF L�T / �'LOCK � BIGHQf�' ' y ` / 6/ � � vBOivrs�an� � {� ss3°, . > > , Tf�IRD �4 D D l T/O lV, � MEIVDED PL� T ti� �R� �3 � � � A o °"" � �C��N �F 1/�l�L, ��4G�E CO�IUT Y C�L �RA DO -- F , � r ��. o � - �`� CERTIFICATE OF DFDICATION AND 04lNERSHIP _.� � ,���� \ . �! 30 9�� � � � Know all men by these presents tha-t the undersigned being soie owners in fee ge � p� � •oo, e- � simple, mortgagee or lienholder of a11 that real property situated in the Town \� �� , �oT � - - of Uail, Eagle County, Colorado, described as follows: i � That part of Lot 1, Block 7, Bighorn Subdi�ision, Third Addition � - � �`� � according to the Amended Final Plat recorded March 5, 1999 in � � �2� ` C�� ,� �?o ` , Book 548 at Page 742 of the Eagle County Records more particularly � _ � 'Li , ' described as foliows: ` '�� r v � 1 �?`Q����, TITtE CERTIFICATE Beginning at the Northwest corner of said Lot 1 , Block 7; • ,� p� s r oo F.q 0 , jc.• \ thence S. 36° 41 ' 30" W. 125.OD feet; R� �s s o s� / . S thence S. 53° 1$' 30" E. 98.48 feet; � .s, / �tih �i �,`�.00s ,,.j , p �'�� ,o GaY�d Ti-I�- �uurru��heG G�wt a does hereby certify that I have examined the thence N. 36° 49 ' 30" E. 125.00 feet; � e / � o� � � Tit e to a an s $hown upon t s Plat and that Title to such lands is vested thence N. 53° 18' 30" W. 98.48 feet to the point of beginning, � `•'o- ?o- � `�o . �b G�, � � in free and clear of all liens, � and encumbrances, except as follows: �' \' � , �� �' 2p, F t c9f reGord� . 1�F taq� $�o K sga p e 31 � of clattedland�subd�videdrtheesamem�nto�lotsSas shownbontthis finalnpl�taundertthe - � � r d��sk � notrc� c�t, a5n e�f-do�c.s Y'eGord ed 5 � r iy )Qa� P 6. �oj. ,,�i' p ,i s�6. �� s�r6 � � K sk e 31- F,r, Stn�c!- rc�. name and style of Final Plat of THE VILLAGE ON BIGHORN CREEK, FILING #2, a A` O O �s y • o�, -9 • !4 4R.z. BoflK s8�q tf� e 3S. arcel of land located in the Town of Vail Ea le Count Colorado; and do / �s .T �y �, s � ,� ,�-- Date this g+h ay o F�bruarH , A.D., 19 p � 9 y� .� �� 4� fl,..�, p hereby dedicate those portions of said real property which are indicated as � �6 �tih �s�, AGENT: ��,r'�,, 4• easement on the_accompanying plat as easements for the purpose shown hereon; and do hereby grant the right to install and maintain necessary structures to � a G,�, � r <o �S? the entity responsible for providing the services for which the easements are - ��o ��' °' '�G�, Ts ��y � � establ i shed. � 3� G ,c� .J � - _ _ s ��^A°%s ,,�,• �F� °�o. Executed thi s 25'r day of (= , A.D. , 1993. S ���. 0 FL �' ` . • / .'� c� Bighorn Development Ltd. Liability Co. 11ai1 National Ban `S3o ,� `' � .� 00�� {O,a 2336 Canyon Blvd. 108 S. ontage oa West �c9-� �`' �—� ,��o '�i�c.� Boulder, CO 80302 Vail, 0 816 o-. �• � n � \ J F By: V/�' �• ��,-.G�... ey: �"'� • c. � � - . . , 9� �� \\ - �� l'�'t a�.A.. Lr , i�:��„��, 1��v.1�. .L,-.�,.'I.�', 4�. !c c - its.S� GL. 'gd�' 0�' � — — — '-�,,��` � � r . ��- � STATE OF COLORADO ) - ) SS '•�, 60, "� ` CO.UNTY OF ) Srreo� ��� � Cp,rr�dol� ----���—` � The forego�ng Certificate edication and 4wnership was acknowledged before \ ••� � me this �( � day of , A.D. 1993 by ` � ���' ��.�F \� '� ... �--... — -.� , , �'�! T �oE'l�.G�r' 11�c.:.. �c.4 �.,,� +�, v u.c� .. .` � My commission expires -30 �' �, ' � � � Witness my hand and seal.^— ♦.�` '` .A,F_� r y,: _ � ` 1` �.�J�.l� \ra ��,f�? .' � � � Y� ''� � �� , t Not Publ ic � �� ..______ _ � ��,°��o��o���;ao �a o��r 3 s�T �l�� � g� s-8 Cy '� ' Address y • � ��Y�:c?mm►SS;;^c..�,��� 7.?�9& O� �' STATE OF C LORADO ) � • --` . . `, . ) SS � ��. COUNTY OF l.c ) �• � . — ... , , 'Q G,,. _ � ���\... � � ���y �' � The foregoing Certificat f Dedication and Ownership was a n wledged before � c�osP � `�•--� \ me this ��_ day of � , A.D. 1993 by �����,, �� ���, � .�—� \ � a-- J�C t�.�1 I���/ (�..e�.. 1�w.�•-�O � �� (�� � � _.�- � ` -r-� -! �-'�'1. 1..�+w'� � C..fJ, � My commission expires . p•� SCALE: �=20' � "`' '-- �� � ��� Witness my hand and seaT � ��f. � _ _ _. .--- � � �� � ,� , o_ s �o �s 2o so 40 _ ;;� � � �• N tar Pub ic MONUMENTS: �-h,E � � -� , • .F�.. , � . .� .� .,:_ ' _ 3 Q ♦ Rebar and aluminum cap LS 9337 V/� � -. ��� _ �� _ _ A ress �,Q �F � , �.�:'�-_ ;�, • ,�_. ., _ r, �.E��.��a C.�.��'�S�i= SASIS OF BEARINGS: / 4N B/ Gy � `h .' a :;�,�_4� �' y_,,, ; ��TKRY�'f"l��I.IC N S 53° 18' 30" E. between monuments at the SW corner and \ R /� � -4 � ` `w.,;��.;�;�,; � STATE �F,GpLpt?A00�"� SE corner of Lot 1 Block 7, Bighorn Subdivision, Third �,`;,, CREEK y " �' }"`� � °°y - - •� ~ - ` ti�YCommi55��hExpirCS 7-30-9b ,� Addition, according to the Amended Final Plat recorded March / �, � � ; 5, 1991 in 800k 548 at Page 742 of the Eagle County Records. STREET_ADDRESSES: � ZONING ADMINISTRATOR CERTIFICATE �\ DATE OF SURVEY: LOT H 4230 Spruce Way � � December 1992 - January 1993 L0� I - 4220 Spruce Way � , ` � ` � , -`'��` ' �- � '�:�°Th i s°�,:f.i na I p 1 at i s hereby approved by the Town of Va i 1 Zoni ng Admi n i strator -- � �. -- - - - � � �� � �� `� �� r n. th i s�' ��� day ofi, A.D. , 7 9 3 ,,For-zoning�purposes;�L"o��N-and-Lot I created by this subdivisionrare �- � - - _; '�—� , °�to�be�treated Tas��one_lot� - - - � � ;c�} � x, ; _ _- -- ; , . ==�ttest: �'�, � �� ' �� _• �••— , . �'�k�� /"! "' ^. \�� ��� �� y ' ' . xt a< S' V�� • ��l� � - �� .°.Towr�,rC °�rk, Zoning Administrator r�Lot J;` Common^Parcel;�is sub�ect to reciprocal easements as set-forth � t � �"�=��t;7'own��of Vail Town of Vail , _in declaration�of covenants; conditions; -and_ restric�i�ns.�� - � .�-.r� � .,, , � �� SURVEYOR'S C�RTIfiCATE � � i, M. Darrell White, do hereby certify that I am a Registered Land Surveyor � CERTIFICATE OF TAXES PAID ' _ VIGINITY SKETCH licensed under the laws of the State of Colorado, that this plat is true, � I, the undersigned, do hereby certify that the entire amount of taxes and � f • / . correct and complete as laid out, platted, dedicated and shown hereon, that � assessments due and payable as of /�• /-9 3 - upun all parcels of 3 , � / such plat was made from an accurate survey of said property by me and under my �� real estate described on this plat are pai in ull. � t supervision and correctly shows �he location and dimensions of the lots, �� *��' M N easements and streets of said sut�division as the same are staked upon the � Dated this�s day of �.t�r�,t,ur , A.D. , 19q3. � �r�, ; ��� , � � '�E�f ' ground in compliance with applic�ble regulations governing the subdivision of � �� �r` land. . w�4 4 ' C�� reasurer o Eag e County �'� �''c � � In Witness whereof, I have set m� hand and seal this � day of ,� r ,- , \ ,---• �� �� t � - �` •., c� A.D., 19�. � �.... - ..�< < �: +�+r ` —� J Z• �~b , �'9 e�` o ��`' �.� � .o •r� 4�+ ' 0�� ,4 �� �s�. • - M. D rre Wh i te G ` . - � D�+�R�'�� Registered Land Surveyor 9337 o'� t �� ��r�� � CLERK AND RECORDER'S CERTIFICATE �i, '�►� • ��' �y����� . F '�' f.:` � '` -� ' ��! �,�_� • This Plat was filed for record in the office of the fa le Count 1 r - � � : ; �� � ��,� 2,/g�93 4 ; and�iseduly recordedCincBook�M., on a�is day ofg Y C e k 19d g. � �Q ,�� `� FINAL PLAT ���. ��r`'� RPV THE VILLAGE ON BIGHORN CREEK, FILING N0. 2 �a9e as Document No. �F CO�c � Eagle County Clerk and Recorder y SCALE: 1° = 400' ----� A Resubdivision of Lot 1, BI. 7, Bighorn Subdivision, , - Third Addition, Amended Plat . Town of Vail, Eagle County, Colorado BY� . , NOtICE: eputy � SURVEYED BY: DATE: According to Colorado law, you must commence any legal action based upon any M. Darrell White January 2b, 1993 Declarations or Protective Covenants are filed in Book at Page � defect in this survey within three years after you first discover such defect. as Document No. Box 115 In no event, may any action based upon any defect in this survey be commenced Gypsum, CO 81637 SHEET: more than ten years from the date of the certification shown hereon. 303/524-9623 1 of 1 _ � " �,n- e. -_ . _ �fi� e��. � . ���rY«..< _ .s. ;�u_ ., �. ,��. � , �ti - ,ez �r�a `'y a 1. ;9 � „�� ��t� 't` 'z . • _ -� ° � VAg, Inc. ' � Architects & Planners Post OP6ce Boa 1734 Vail CO 816581734 (970)949.7034 faa:(970)949.8134 � emad:genera vagarc tectacom � 90 Benchmark Road Smte 202 Avon,CO 81620 • General Contract or Developer: , 970.999.9999 � Civd Engmeer• 970.999.9999 Mvsc Consultant• 970.999.9999 Seal � , s � � r � � � � � d � � •�." � � � ° ' � � o U � � ,� �� � � � � V � � � � � � � � , � � � � � � � � _ � � � o � � � � . N � c� o c� �, � � � � � � � • o � Rev�sions: �i 05.09.08: ASI#1 � 06.02.08: ASI#2 ' � O � - 0 0 � ���[t(�Fy� �� Issue Dates: - - - Sub�ect to inspection and Compliance to all ��C" 11.01.07:50%DD/DRB relevant Adopted Build d Municipal Codes. — Changes in Plans US e roved. "D" 12.26.07:Prelim Budget Date�By "E" 02.25.08:Final DRB Code 2cz�3 IQL, "G"04.04.08:DRB Revision � SAFEbuilt Colorado "�"04.16.08:DRB Update "J" OSA1.08:Permit/98%CD Sheet Title: Project � C over � R�VIEWED BY � Sheet �u� �� zoo� • es onse o ommen s . SAFEbuilt Colorado Project No: 06.02.08 : Issue "J" ASI #2 � 2723.00 ^ 5heet No: .� � snn �4���� � I ,4T I Ol�lS 5�1�f�O� `J ��C��I�IU C��l�l�i�,4� 1�lOT�S I 1�1��� O� U�,4UJ I 1�lC�5 ��� : � - ���:��� u��. , �- �;, k, �,ay� ..�� GENER.4L �. , �_���"�� ' - `� A AMPERE MATL MATERIAL MAIN LEvEL FLOOR PLAN I DO NOT SGALE DRAWINCsS v'r �, y AB ANGHOR BOLT MAX MAXIMUM I DRAWINCs TITLE ASSEMBL7 t SYSTEM DIAGRAM KEY � A00 COvER SHEET ;` ° v••� A01 INDEX AND INFORMATION SNEET � 2 NOTIF7 ARCHITECT OF ANY AND ALL DISGREPANGES OR CONFLICTS IN TNE DOCUMENTS PRIOR -O ' �� ACCJUS AGOUSTIC(AU MECN MECNANICAL "�..r'' � AFF ABOVE FINISNED FLOOR MED MEDIUM R DEMOLITION,CONSTRUCTION,OR ALTERATION OF EXISTINCs OR NEIU STRUCTURES. A(D2 CsRFA t SITE CALGULATION ALT ALTERNATE MFR MANUFAGTURECRI (d ALUM ALUMINUM MN MANNOLE 3 DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD,CENTERLINE OF STRUCTURAL COLUMN, �'ND/OR CIvIL ARGN ARCNITECTIURALI MIN MINIMUM ^� '�'-� FACE OF CONCRETE FOUNDATION IUALLS,UNLESS NOTED OTHERLUISE ` APPROX APPROXIMATE MISC MISCELLANEOUS � 1 � ' C00 TOPOCsR.4PHIC SURVET _ ASF ABOVE STRUCTURAL FLOOR MTCs MOUNTED � � ENLAR,.'sED DETAIL BUBBLE 4 ALL ANCsLES ON PLANS ARE 90 OR 45 DECsREES, UNLESS NOTED OTHERUIISE ATTEN ATTENUATIDN MTL METAL ��,��� A�00 G LANDSGAPE � W 5 COORDINATE ALL MECNANIGAL AND ELECTRICAL EQUIPMENT TO FIT IUITNIN CEILING AND UJALL ' BD BOARD N NORTH CAVITIES/SPACES REFER TO THE BCI JOIST MANUAL FOR MAXIMUM TRUSSED JOIST PENETRATION SIZES L10 SITE PLAN BKCs BAGKCsROUND N/A NOT APPLIGABLE �� �F F REvIEIU P05SIBLE CONFLICTS IUITH ARCHITECT OR CsENERAL GONTRAGTOR PRIOR TO INSTALLATION FOR L20 LANDSGAPE PLAN BLK BLOCK NIC NOT IN CONTR4CT 0 DETE�1"IINATION OF PROPER COURSE OF ACTION VAg Inc BUILDING SECTION TACs __ __ ARCNITECTURE ' • � BLDCs BUILDINCs NO NUMBER -00 ' BLKCs BLOCKINC� NOM NOMINAL 6 PROVIDE ALL NECESSARY BLOCKING IN STUD CAVITIES IN UJALLS AND CEILINC=S LOCATIONS INGLUDE, BM BEAM NTS NOT TO SGALE BUT ARE NOT LIMITED TO, TOILET AND BATH ACCESSORIES, WALL AND CEILING MOUNTED ELECTRICAL X21 EXISTINCs BASEMENT LE1/EL FLOOR PLAN Architects &Planners BOT BOTTOM EQUIPMENT, IUINDOIU TREATMENTS,MANTELS, CLOSET RODS, GABINETRY,GOUNTERTOPS AND FALS= X22 EXISTINCs MAIN LEVEL FLOOR PLAN B/O BOTTOM OF OC ON CENTER(S) BEAMS X23 EXISTINCs UPPER LEVEL FLOOR PLAN PoatOfficeBoa1734 X24 EXISTINCs ROOF PLAN BRCs BEARING OD OUTSIDE DIAMETER ELEVATION DRAU11TdCs TACs Vail CO 816581734 BRKR BREAKER ON OvERNANCx A-00 '1 ALL °vTEEL LOGATED BELOIU CsRADE TO BE GOATED UJITN BITUMINOU5 DAMPPROOFINCs BTU BRITISH TI-IERMAL UNIT OPP OPPOSITE k31 EXISTINCs EXTERIOR ELEYAT ON (970)949.7034 BUTH BTU PER HOUR OSF OUTSIDE FACE a = IUALL ASSEMBLY $ lJr1LESS OTHERWISE DIMENSIONED CENTER DOOR AND IUINDOIU OPENINC=S, PLUMBINC= FIXTURES, X3.2 EXISTINCs EXTERIOR ELEYATIONS BTUJN BETIUEEN OSB ORIENTED STR.4ND BOARD ELEGTRIGAL DEvIGES, HvAC DEvIGES, ETG, DIREGTLI' BETUJEEN INTERSECTINCs UJALLS MAINTAIN A X41 EXISTINCs BUILDINCs SECTIONS t DETAILS fax:(970)949.8134 BUR BUILT UP ROOFINCs OZ OUNCE(S) T/O PL�'UJD �. MINIMUM OF 6" FROM INTERSECTING LUALLS TO U1INDOUT AND/OR DOOR OPENINCsS NOTIFT ARCHITECT OF emad.geueral@vagarclutects.com E L + �Q��-� � FLOOR ELEvATION TACs ❑R • ROOF ASSEMBLY ANY DISCREPANGIES A2 I BASEMENT LEVEL FLOOR PLAN 90 Benchmark Road Smte 202 C CONDUIT P POLE A22 MAIN LEvEL FLOOR PLAN C/C CENTER TO CENTER PL PLATE � = EXTERIOR FINISN SYSTEM g COORDINATE U11TH STRUCTURAL DRAUJINCsS FOR SPECIFICATIONS, ENCsINEERINCs, SPACINCs, ETG A2.3 UPPER LEvEL FLOOR PLAN Avon,CO 81620 CFM GUBIC FEET PER MINUTE PERP PERPENDICULAR ARCHITECTURAL DRAIUINCs DIMENSIONS CsOYERN A24 ROOF PLAN CHNL CHANNEL PLYWD PLYlU00D �L = FLOOR ASSEMBLY GeneralContractorDeveloper• CJ CONTROL JOINT PLUMB PLUMBINCs 10 THESE DRAUJINCsS REPRESENT BUILDINCs CORE AND SHELL CONSTRUCTION INFORMATION ANY FINISHES A31 EXTERIOR ELEYATIONS ___ C�RID TACs CKT CIRCUIT PNT PAINTED - FF = FLOOR FINISN SYSTEM OR FIXTURES SHOU�1 ARE FOR CsRAPHIC LOCATION PURPOSES ONLY A32 EXTERIOR ELEYATIONS 970.999.9999 CL CENTER LINE PPL PROPERTY LINE A41 BUILDING SECTIONS CrvdEn�neer. GLCs GEILINC; PREFAB PREFABRICATED � = GEILINCs FIN15H S7STEM II SURVEYOR TO vERIFY PROPOSED STRUGTURES SHALL NOT IMPEDE OvER ANT EASEMENTS, SETBAGKS, CLOS CLOSET PRO PROJECTION HOI"IESITE OR BUILDING ENVELOPE BOUNDARIES --- CO CLEANOUT PRV PRESSURE RELIEF YALvE � REFER TO A5 SERIES DWCsS FOR STRUGTURAL 970.999.9999 COL COLUMN PSF POUNDS PER SQUARE FOOT DESCRIPTIONS OF S7STEMS AND 12 MECHANICAL ROOM, ATTIC,AND GRAUJL SPACE vENTILATION IS THE RESPONSIBILITY OF THE MECHANICAL CONC CONCRETE PSI POUNDS PER SQUARE INCN NORTN ARROW CONTR,4CTOR AND TO BE PER ALL APPLICABLE CODES SD(I� STUCTUR.4L GOYER 6HEET MvccConsultant: CONT CONTINUOUS,CONTINUE PvC POLYVINYL CNLORIpE ASSEMBLIES 610 FOUNDATION t LOIUER LEVEL FRAMINCs PLANS ___ CORR CORRUCsATED PlU POTABLE IUATER 13 FIELD vERIFY FR.4MINCs AT ALL SHOUJER PAN AND BATH TUBS WITN ARCHITEGT AND MODELS SPECIFIED SI1 UPPER LEvEL AND ROOF FRAMINCs PLANS 970.999.9999 CMP COR�ATED METAL PIPE PRIOR TO INSTALLATION S2.0 FOUNDATION t FRAMING DETAILS GMU GONGRETE MASONRY UNIT QT QUARRY TILE RI'1 UPPER CPT CARPET QTY QUANTITY RM LOUIER ROOM NUMBER TACs 14 COORDINATE ALL PROPOSED AND DEMO CHANGES ON SITE NOTIFY ARCHITECT/OIUNER OF ANY CT CERAMIG TILE 100 DISCREPANGIES CU GUBIC R RISER 15 FIELp VERIFY ALL pIMENSIONS NOTIFY OU�JER/ARGNITECT OF ANY pISCREPANGIES Seal CUJ COLD IUATER RCP REFLECTED CEILING PLAN X GROSS RD ROOF DRAIN RE REFERENGE 16 EXISTIT�1Cs DRAIUINCs INFORI'1ATION BASED ON DRAIUINCsS DATED JUNE 10, 1992 BY ARCHITRACTOR DESICsN D DEEP/DEPTH REF REFRICsERATOR �I DOOR TYPE TACs CsROUP AND APPROVED BY TNE TOUJN OF vAIL ON JUNE 29, 1992 DHUI DOMESTIC HOT UTATER REINF REINFORCE(D), lING) DIACa DIACsONAL REQ REQUIRED IUINDOIU TYPE TACs Il OPEN PIT SOILS TEST AND SITE DRAINACsE ARE THE RESPONSIBILITY OF THE CsENERAL CONTRAGTOR DIAM DIAMETER REV REYISION ,4 DIAPH DIAPHRACsM RM ROOM DTL DETAIL RO ROUGH Of'ENINCs 01 UJINDOIU QUANTITY DWCs DRAIUINCs RS ROUGN SAWN E EAST S SOUTH X�—� ASSEMBL7 T7PE TAG EA EACH SC SOLID GORE ELEC ELECTRICIAL) SCH SGHEDULE ELE�/ ELEYATIONS/ELEvATOR SD STORM DRAIN ' EMBED EMBEDMENT SECT SECTION EM EMERCsENGY SF SQUARE FEET REVISION CLOUD EQ EQUAL SHTCs SHEATHINCs EQUIP EQUIPMENT SHT SHEET EUJC ELEGTRIC IUATER COOLER SIM 51MILAR O EXCs EXISTINCs SPEC SPECIFICATION(S) EkP EXPANSION SQ SQUARE EXT EXTERIOR STD STANDARD REVISION TAG �� ��y STIFF STIFFENER � � v FD FLOOR DRAIN STL STEEL •� .� FDN FOUNDATION STMP STAMPED � � �•I PF FINISH PLOOR STN STONE —V BREAK LINE Q FCz FIBERC�LASS STOR STORACsE �"� FH FIRE HYDR4NT STRUCT STRUCTUREfAL) � � � FIN FINISH SUSP SUSPENDED FL FLOOR x 12 — ROOF SLOPE TACs FLG FLANCsE TC TEMPER4TURE CONTROL ^ FLUDR FLUORESCENT TNK TNICKINESS) � FT FEET TNRU TNROUCsH � � FTCs FOOTINCs TFF TOP OF FINISH FLOOR �--► STAIR DIRECTION LEADER T/O TOP OF Cs CsAS TOB TOP OF BEAM � � �,�^ CsA CsAUCsE TOG TOP OF GONCRETE �'� GAL GALLON TOUJ TOP OF U1ALL � � ; GALv GALvANIZED TR TREAD � Csl CsALVANIZED IRON TRANS TRANSYERSE � � � CsL CaLASS TS TUBE STEEL ��} � � � � O� C� � �� C 1 O�� � '� i CsR CsRADE,CsRADING TSF TOP OF STRUCTURAL FLOOR I � � � � ��� � �O�� ���� �� � � �� � � � � � CsRD CsROUND TSS TOP OF STRUCTURAL SLAB CsUJB CsYPSUM LUALL BOARD T7P TYPICAL ' GYP CsYPSUM - UG UNDE�sROUND � O BUILDING LOGATION � � � HB HOSE BIBB UL UNDERUJRITER'S LAB _ _ HG HOLLOW CORE UNO UNLES5 NOTED OTNERWISE - - - - EARTH METAL STUD IUALL PHYSIGAL ADDRESS - 42208PRIJCE WAY OUJNER. Maryal�c� Gheney � \ O �� ' HDO HIGH DENSITY OVERLAY — — — — — LEGAL DESCRIPTION - LOT 1,TNE vILLGGE ON BIGNORN CREEK,FILINCs Z,TOU�I OF vAIL,EA�sLE GOUNTY,COLORADO Scott C�oldman � � .. , HDPE HIGH DENSITY POLYETHYLENE v vOLT ' HT HEIGNT vB YAPOR BARRIER Pa�cEL NuMBER - 2 m 2226mm 2�o Summit St. � � � ' EXISTINCs �UILDINCs DESCRIPTION HK HOOKIS) vB vIN1"L BASE / / / / / / �/ FILL Philadelphi, PA 19118 � HORZ HORIZONTAL vERT YERTIGAL � � � � � � � CONSTRUCTION ASSEMBLY TYPE R-3 PER1003 INTERNATIONAL RESIDENTIAL GODE �2�5� 2q,2_3ggg N O HP HICsH POINT VEST YESTIBULE TWO STORY WITN ATTAGNED GARtYaE AND 5'NIGN UNDERGROUND CRtaUJL 9PACE � � HPWR HORSE POUIER vIF vERIFY IN FIELD UJOOD-FRAME GONSTRUGTION ON CAST-IN-PLAGE REINFORCED CONRETE FOUNDATIGNS � � HR HOUR CONGRETE 1U00D SHAKES � ' HUJ HOT UJATER Ul U1EST/LUATER/UJIDE/LUIDTN ° HUJC HOT UTATER CIRCULATION Ul/ U11TH GRFA GALCULATIONS RE SHEET AID2 � HDUJ HARDWARE UJ/O IUITNOUT � 1� ' Hav HEATIh1G a vENTILATION UJD U1oOD o 0o a o 0 0 0 � hFOIQ!"IATION 18 BASEp UPON SPEGIFIG CR�TERIA NOT NEGE88.4RILT DEFII�D I�REM. IrFORMATION DEEMED RELIAEIE BUT C�ENERAL C�N Gonstruction � U1G UTATER GLOSET a o 0 0 o c GRAVEL i i� i i i i i i i i i� �i �� i i � SOUND BOARD NOT GUARAIITEED O `� CONTRAGTOR PD BoxOX 341 IN INCHES lUP LUATERPROOF(INCs) Avon, CO SI(o2(d � INCL INCLUDE WUJF IUELDED WIRE FABRIG � C9�m) 94915(d2 ; INFO INFORMAtION ASPNALT \ CsLASS � INSUL INSULATION/INSULATING CONTACT: Kent Harris , INT WTERIOR � JC JANITOR CLOSET CONGRETE BLOCK CORRUGATED Revisions: � JT JOINT METAL �I 0$.�9.�$: A5I#1 , Kv KILOVOLT COPPER ARCHI7ECT vAg Inc Architects & Planners � 06.02:08: ASI#2 KvA KILOvOLT AMPERE BRICK SHINCsLES PO BOX 1�34 � � �av LAVATORY Ya i I CO 81658 LBfS) POUNDS � LP LOW POINT SPANISH �g�m� g�g�m3� LT LIGHT STEEL TILE FX 19��) 9498134 �vR LOUVER Contact• Ghristy D'Agost�no � BUILT-IN ALUMINUM CABINETRT STRUCTURAL J G Baur 8 Associates, inc UIOOD CROUCsH) ENCzINEER: 2552 31st Street Bould�r, CO Sm3ml 1303) 44�.9121 UJOOD (FINISHED) Fx l3(d3) 415 Im�m Issue Dates: Contact John Baur "C" 11.01.07:50%DD/DRB PLYUJOOD "D" 12.26.07:Prelim Budget "E" 02.25.08:Final DRB SURvEYOR. Marcin Engineerinc�, LLG "G"04.04.08:DRB Revision PLASTER/CsU1B/ PO Box 1�62 "H"04.16.08:DRB Update . srucco ,4von, CO 8162m "J"05.01.08:Permit/98%CD 197m) 748.m2�4 fx (97m� 74802�4 AGOUSTIG TILE Sheet Title: CERAMIC/QUARRY TILE Pro�ect � .; " , MARBLE Index & ,; _.,� nformation � i i��� i i��� i STONE OJ C�' ,��fi1�1"� CO 'I� �C��� Sheet '~ , . 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NEW EXTERIOR WALLS, i i i i i R� ELEvATIONS FOR �INISHES, 71'P. � ��'2(��5 ' ' Architects&Planners i i i i PROVIDE POUJER OUTLETS � � PostOt�ceBoa1734 � I Vail CO 81658.1734 EXIS7ING UJALL i i � � � i i � (970)949.7034 faa:(970)949 8134 PREWIRE GABLE AND � � '44� email:general@vagarclutects.com ELECTRICAL FOR T.�/ i i i i i i i 90 Benchmark Road mte , ---- ---------------------------------- � � I Avon,CO 81620 NEI�,� j I General Contract or Developer� ' NEIU CxRANITE COUNTERTOP, GUEST SUITE *2 � � � � � - 970.999.9999 BACKSPLASN, SNOUIER BENCN � 2m� � `% i I I �`� I cv CivilEng�neer TOP AND SHOIUER THR�SHOLD, � r� � � L_yJ � OWNER TO SELECT RELOCATE SHELVINCs UNITS i ___ FROM �XIS71NCs CLOSET i i 970.999.9999 i i C`.1/ I I I I Mvcc Consultant: ! 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REFIN15H EXISTINCs UJOOD FLOORS THROUCxNOUT. �` � � I I � 3 USE TOTO LOIU FLUSN ADA TOILETS AT ALL � REPLACE TILE AT TNRESNOLD, EXISTING i i i i BATHROOMS � � p NALLWAY � Q, � MATCN EXISTINC� 2�� REPLAGE EXISTIN� 4. NEIU GARPET TNROUCsNOUT, OUJNER TO SELECT V BI-FOLD DOOR �j � � � � � 5. NEW PAINT THROUGHOUT, OUJNER TO SELECT " ' � i, ,� � , � � � , EXISTING � , UP I EXISTINCs I I I � MASTER BATH' C�UEST SUITE "I 6. CONTRAGTOR 70 NAvE ALL UJINDOUJ COV�RINCsS � � � 2 213 � 2m5 � � � z REMOVED AND R�INSTALLED AT COMPLETION. � - A3 2 � A3 I � � � � I I I �. CONTRACTOR TO PRIGE NEW CsAS WALL MOUNT � ' � � I I i i OVEN FOR OUJNER APPROVAL \ O �� 8. CONTRAC70R 70 PROVIDE REQUIRED � � + ' ' I I I I ELECTRICAL OUTLETS AND LIC�NTINCz AT ALL � N � -------------- i i i i NEUJ CONSTRUGTION, FIELD 1/ERIFY LOGA710NS � O 9 GONTRAGTOR TO PROVIDE REQLIIRED EXHAUST � � EXISTINCs I I � FANS AT NEW BATNROOMS, VERIFI' SPEC IUITH � � � � — - - - - - - - - - z�s�R �k��� - - - � i - - - - D OLUNER ,� 212 �,��'j --------- i i �� �� I I � � I(I� GONTRAGTOR TO vERIFY AND GOORDINATE O � -------------- i i THAT RELOCATED FIREPLAGE AND �LUE UJORKS EXISTING � � i i � U1ITHIN NEUJ CNASE. MASTER I I i i 211 � i i i � � ' i i 8� I I i i ��) 5�,.,��,r������ � Revisions: RELOGATE EXISTING N � i i v i 05.09.08: ASI#1 HEAt-N-C:LO DIRECT 5N DERO F i i _ �`F(�kvS\�� � 06.02.08•ASI#2 V�NT FIREPLAGE, ��0� �� . STONE SURROUND AND i i � NEARTH FROM LIYINCx _ � i � ROOM. PROvIDE �9 - ' ' � � `� 2 ' BLOCKING, � - _� � � � Aa i ' �LEGTRIGAL, AND � � i i CABLE FOR FLAT i i i i i SCREEN, LOGATION i i TBD. 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STEELSNELFANCzLE, . i i i—i i i—��i—i i i—i��=li i i i=iTi=�Ti iTi-Ti-iTi-i i i-li-i i i-iTi-i i i i i i-iTi-iTi-iTi-i i i-i i i-Ti-iT�iTi-iT-iTi-Ti�iTi-i i i-Ti-iTi-Ti-iTi-_=iTi-iTi-i i i-iTi-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—I I I—I I I—I I I—I I I I I—I I I—�I I—I I I—I I I—I��—�I I—I I I—I I I—I I I—I I I—I I I—I I I—�I�—���—�u—1�t—1 I I—� �I I—I I I—�I I—���—�I I RE STRUCTURAL Sections i i Ti—���—�Ti-���Ti—�t�—��� - - - _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — : i i i� —1 I I-1 I I-1�I-1 I I-1 I 1=1 I L_ __J =1 I I-1 I I—I I 1=1 I I—I I I � I 1=1 I-1=ll1=1I � I �Ti���ITi�Tii���� ti I • ° WAt RPROOD NCs _ � � . � � � � tIE DRAINACsE IN70 I I I I I EXISTING GONDITIONS ProjectNo• I � � � i i i 4" CONCR�TE SLAB ON I I I I I I INSULATION, CxRAVEL AND 2723.00 FILL, RE STRUGTURAL 5������ � ��W �f-��f�l�� (d 2 4 8' Sheet No: . � �/�" _ �� : � S�A��: �,¢.� _ ��_m�� A4. 1 0 2007 V Inc AreL�tecte&Plen¢en il _ __________ ___'_______' II � � ENERAL NOTES , � '� ; DESIGN CRITERIA TIMBER GENERAL NOTES " A B B R E�/ I AT I 0 N S 1. All wood framing shall conform to the National Design Specification for Wood _ � Code: IBC, 2003 Edition Construction" ('�NDS"), latest edition, recommended by °National Forest Products ' � ' Roof Live Loads: Snow 80 psf Association." A.B. ANCHOR BOLT H.A.S. HEADED ANCHOR STUD 2. Sawn lumber structurai framing members shall be Douglas Fir-Larch with maximum AISC AMERICAN INSTITUTE H.P. HIGH POINT � Floor Live Loads: e e ia moisture content no greater than 19�, and shall conform to the following grades, as OF STEEL CONSTRUCTION HORIZ. HORIZONTAL � T��' �C• � ` Exterior Decks 100 psf governed by the "Western Wood Products Association" ("WWPA") rules: ALT. ALTERNATE IN. INCHES `/ Visually graded dimension lumber wall studs and columns: APPROX. APPROXIMATE IN.-LB. INCH-POUND � Wind: Velocity 90 mph 2x4 where length = 8�-0" or Iess...Stud grade or better ARCH. ARCHITECTURAL I.D. INSIDE DIAMETER AtChiteCtB &Pla�ners Exposure C 2x4 where length = over 8'-0"....... Standard grade or better ANCH. ANCHOR L ANGLE (STEEL) Seismic: Zone 1 2x6 and larger (all lengths)..............Stud grade or better BASM'T BASEMENT LLV LONG LEG VERTICAL ��81�� All other visually graded dimension lumber structural elements: BM. BEAM L.P. LOW POINT ��,� � GENERAL NOTES 2x4 and larger................................... #2 grade or better BOT. BOTTOM LAM. LAMINATED Visually graded timber structural elements: BLDG. BUILDING MAX. MAXIMUM ���'81� em�n:�eoewtO�bedr.wm � 1. Contractor shall field measure and verif all existin conditions and dimensions 5'� x 5" and larger............................ #2 grade or better C.L. CENTERLINE MIN. MINIMUM ����� y 9 3. Sili plates that are in direct contact with concrete or masonry foundation shall be CMU CONCRETE MASONRY UNIT MISC. MISCELLANEOUS e.�.co ai�xo at job site. treated with Zinc Borate preservative. Substitution of alternate preservatives shall be COL. COLUMN N0. NUMBER . I 2. In case existing conditions or dimensions vary from those shown on drawing, sub ject to Engineer review. Products treated with Alkaline Copper Quaternary CONC. CONCRETE O.C. ON CENTER I Contractor shall notify the Engineer so proper adjustments can be made. " , „ „ compounds (ACQ) or Arsenic campounds ("Wolmanized") shall be prohibited. CONT. CONTINUOUS O.D. OUTSIDE DIAMETER i 3. The requirements of the latest edition of OSHA Construction Standards shall 4. Solid-sawn rectangular lumber beams, rafters and joists shail be supported laterally to CTR'D CENTERED PCS. PIECES ii�i1R&ASS(�CLATFS b e comp lie d wi t h by a l l con trac tors, fa brica tors an d supp liers. prevent rotation or lateral dispiacement in accordance with Section 4.4.1 of the NDS. d NAIL SIZE (PENNIES) PL. P L A T E 4. During erection of the building, the contractor shall be responsible for temporary f'f:;.SIJLTIIJ(r eN�.�r�t�� bracin to withstand all loads to which the structure ma be sub'ected, includin �• All steei connectors for timber framing shall conform to the Structural Steel General D.A.S. DEFORMED ANCHOR STUD REQ�D REQUIRED 2551 31st STREET g y � g Notes. D.F. DOUGLAS FIR SECT. SECTION BOULDER,co so3oi lateral loads, stockpiles of materials and equipment. Such bracing shall be left 6. Lead holes for la bolts shall be bored as follows: DIA. DIAMETER SIM. SIMILAR 303-444-9121 in place as long as required for safety and until all structural framing and A. Theglead hole for the shank shall be the same diameter as the shank DIM. DIMENSION SLV SHORT LEG VERTICAL PROJECTNO 07151 diaphragms are in place with connections complete. and the depth shall be equal to the length of the unthreaded shank. DN. DOWN SP. SPACE 5. The term "provide" as used herein shall mean that Contractor shall furnish and B. The lead hole for the threaded portion shall have a diameter equal to D0. DITTO SPEC. SPECIFICATION s� install said item, construction, equipment, materials, etc., for a complete, finished 60 to 75 percent of the shank diameter, and a length equal to at DTL. DETAIL SQ. SQUARE installation. .�`�e�,�\\1111111111;/////// least the length of the threaded portion. DWG. DRAWING ST. STRAIGHT ��� C. B ���/'ii 6. Contractor shall check and verify all dimensions shown on structural drawings 7. Lag bolts shall be installed as follows: EA. EACH STIFF. STIFFENER ����pNN .. `�li '`�� with those shown on architectural drawings. A. The threaded portion of the bolt shall be inserted in its lead hole by E AND W EAST AND WEST STD. STANDARD � �;'' �` T Fo•:4 % 7. Contractor shall notify the Architect of any discrepancies between architectural and turning with a wrench, not by driving with a hammer. E.F. EACH FACE STRUCT. STRUCTURAL . � structurai drawings and receive written ciarification of discrepancies before proceeding B. Soap or other lubricant shail be used on the bolts or in the lead hole E.W. EACH WAY SYM. SYMMETRICAL � 1 4 9 �:�-� with construction. = � to facilitate insertion and prevent damage to the bolt. EI. ELEVATION T AND B TOP AND BOTTOM V .o � z fp �' � ' 8. Proprietary designations for framing members and connectors are used in these pp p ' ENGR. ENGINEER TEMP. TEMPERATURE BARS = -� ��p � documents. Substitution of e uivalent 8. Sheathing panels shali be identified with the a ro riate trademark of the Americar �cs�;•.ss, � ,• � q products by alternate suppiiers subject to Plywood Association, and shall meet the requirements of the U.S. Product Standard EQ. EQUAL T.O.F. TOP OF FOOTING �-,;.�,y •..�NA���.�Q,O\4� Engineer's opprovai. PS1-74 or Nationol Research Boord No. NRB-108, latest edition. EXIST. EXISTING T.O.S. TOP OF STEEL ��%�?„���COL� a`�� P YP� 9. Roof sheathing shall be 19/32" thick APA Rated Sheathing, Exterior, with span rating EXT. EXTERIOR TYP. TYPICAL �`�rS�F��gi�t',a!�������°��� 9. All details referenced on lan shall be considered t ical unless noted otherwise. 10. Constructed conditions shall not vary from the dimensions and configurations 40/20. Sheathing shall be placed with 8'-0" dimension perpendicular to joist framing, FDN. FOUNDATION U.N.O. UNLESS NOTED OTHERWISE defined in these drawings without written confirmation from the Architect or Engineer stagger joints. Panels to be continuous over two or more spans. Panel end joints FIN. FINISHED VERT. VERTICAL 11. Where shop drawing submittais are required, they shall indicate member sizes, end shall occur over framing. Ailow 1/S inch spacing at panel ends and 1/4 inch at panei FLR. FLOOR W.F. WIDE FLANGE conditions and connections where appropriate, and the location at which each type edges uniess otherwise recommended by manufacturer. Nail at all supported edges FT. FEET W.W.F. WELDED WIRE FABRIC � of inember will be installed. Photocopies of product catalog pages are not sufficient with 8d common or galvanized box nails at 6" O.C. Nail at intermediate supports at FTG. FOOTING WD. WOOD documentation that the intent of the construction drawings has been understood. 12�� O.C. GA. GAGE N AND S NORTH AND SOUTH Review of shop drawings by the Engineer does not relieve the contractor of 10. All floor sheathing shall be 23/32" thick APA Rated �T&G Sturd-I-Floor, Exposure 1, with GALV. GALVANIZED 0� O responsibility to follow all requirements of the construction drawings. span rating of 20. Sheathing shall be placed with 8 -0 dimension perpendicular to ,� , joist framing, stagger joints. Paneis to be continuous over two �r��more spans. Panei EXPLANATION OF SECTION MARKS � '� end joints shall occur over framing. Nail all supported edges at 6 O.C. Nail at •� � FOI�NDATION GENERAL NOTES intermediate supports at 12" o.c. Nails to be 10d deformed shank. Glue plywood to � � � joists per American Plywood Association Glued Floor System Publication �6 SECTION � � 1. Foundations are desi ned usin resumed bearin values noted below. Contractor recommendations. '� � � � g g P g 11. Ail exterior walis shall be sheathed with 15/32'� thick APA Rated Sheathing, Exposure 1. � shall provide written open excavation inspection report by geotechical engineer Nail at all supported edges at 6" O.C. Nail at intermediate supports at 12" O.C. 2 3 .. registered in the State of Colorado prior to forming or placing foundation concrete. Nails to be 8d common. •� Foundation sizes subject to change based on report findings. Contractor shall 12. All nailing shall be in accordance with 18C Table 2304.9.1, unless shown �otherwise. FIRST STRUCTURAL SHEET STRUCTURAL SHEET WHERE � foilow all recommendations of report. 13. Built-up sawn lumber beams shail be assembied with 2-16d nails at 32 o.c. into the � � 2. All footings shall rest on solid undisturbed soil. Assumed maximum design face of each solid lumber ply, unless noted otherwise on the drawings. WHERE SECTION IS TAKEN SECTION IS DRAWN � � ^ bearing capacity is 2000 psf. 14. Where overframing is noted on drawings the lower level of framing and plywood shall be vi� • � '�, ' 3. No footings shall be poured before observation by Engineer. first constructed. The overframed area shall be built up of 2x6 or larger lumber over � " � 4. Na concrete shall be poured in excavation containing water or on frozen the roof plywood. A second layer of plywood will cover the built up framing and form � � ground. the final roof elevation. Support overframing columns, knees and cripples on joists and 5, In case conditions found at site vary from those indicated on the drawings, trusses below, not between on plywood only. �� � � � the Engineer is to be notified so he may adjust foundation to 15. Framing for all exterior walis to be 2x6 � 24 o.c. typical unless noted otherwise. � � , meet field conditions. Studs are to be one piece continuous from floor-to-floor or floor-to-roof. �„� � 6, Bockfill shall be placed against both sides of walis simultaneously. 16. All Microilam beams are to conform to section & material properties of "1.9 E � � p Micrallam LVL (2600 Fb)" as manufactured by Trus Joist MacMillan. Installations of , 'i,"' I CONCRETE GENERAL NOTES built-up Microllam elements shall conform to manufacturer's specifications. % � - - 17. Lumber for all glued-laminated beams shall be Douglas Fir or Western Larch. For STRUCTURAL DRAWING INDEX � � � '� . 1. Material and workmanship shall be in accordance with the requirements of simple span beams use combination 24F V4 as defined m the International Building Code", latest edition. For continuous and cantilevered beams use combination SHEET NUMBER SHEET CONTENTS '� N O � "Building Code Requirements for Reinforced Concrete" (ACI 318, latest edition). �> » �� " � ' ` 2. All concrete shall have a minimum compressive strength (f'c) of 3000 psi at 24F-V8 as defined in the internationai Building Code , latest edition. � . the age of 28 days. 18. All framing to conform to the specifications of latest IBC section 2304, unless noted 3. Reinforcing bars shall be deformed bars and shall conform to ASTM A-615, otherwise on plan or detail. „ 50.� STRUCTURAL COVER SHEET � � Grade 60, except as noted. All stirrups and column ties shall conform to 19. Ail Parallam beams are to conform to section & material properties of 2.0 E , ASTM A-615, �rade 40. Para��am Ps� (2,soo Fb) as manufactured by Trus Joist MacMillan. S1 .0 FOUNDATION AND LOWER LEVEL FRAMING PL�NS �' � 4. Bar bending details and placing drawings shall be in accordance with the S1 . 1 UPPER LEVEL FLOOR AND ROOF FRAMING PLANS � � "Manual of Standard Practice for Detailing Reinforced Concrete Structures" PREFABRICATED WOOD '�I�� JOISTS � 52.� DETAILS o (ACI 315, latest edition). 5. Where welded reinforcement or deformed bar anchors are indicated on the 1. Prefabricated joists shall be by Trus Joist Corporation, Louisiana Pacific or approved drawings, steel specifications and welding shall conform to the '�Structurai Welding Code - Reinforcing Steel", AWS D1.4, latest edition of the American equivalent and shall have the depth, span and maximum spacing as shown on the Welding Society, structurai framing pians. 6. Provide bar supports and spacers to place all bars in proper location, and 2. All bridging, blocking and other accessories shall be furnished by the joist ���: wire ade uatel at intersections to hold bars firmi in osition while concrete manufacturer and installed in strict accordance with manufacturer s recommendations, is placed y y P and as shown on the drawings. Q2 ASI #2: 6/2/08 7. Bar supports and spacers which rest on or against exposed surface shall be 3. Joists shall be designed to carry the live and dead loads as indicated in the contract Q hot-dipped or galvanized. documents. Floor and roof joists shall conform to the deflection criteria as specified S. Continuous bars shall lap and dowels shall project adequately to provide a by the manufacturer. Q Class A splice, but not less than 12 inches unless noted otherwise. 9. Do not splice at maximum stress locations. STRUCTURAL STEEL GENERAL NOTES 10. Welded wire fabric shall conform to ASTM A-185 and shall lap a minimum of one fuli mesh plus 2 inches at side and end laps and shali be securely 1. All steel shall conform to the "Standard Specification for Structural Steel�� ASTM wired together, unless otherwise shown. Designation A36, latest edition, except as noted otherwise. Wide flange and 11. Where lap spiice locations of horizontal bars are not specifically noted on WT sections shall conform to ASTM Designation A992. Steel pipe shall conform the drawings, lap splices are to be staggered. to ASTM Designation A53 (Type E or Type S), Grade B. Steel tubing shall 12. Concrete cover for reinforcement (unless otherwise noted): conform to ASTM Designation A500, Grade B. �� A. Concrete poured against earth .................... 3" 2. Ail detailing, fabrication and erection shall conform to AISC "Specifications for � B. Concrete poured in forms but exposed to weather or earth Structural Steel Buildings", and the AISC "Code of Standard Practice for Steel 1. #5 bars or smailer........................... 1 1 2 �2.� Bars larger than #5......................... 2"/ Buildings and Bridges", latest editions. � �D�; „ 3. Bolted field connections shall be made with 3/4" diameter ASTM A325 bolts. , C. Slabs and walis................................ . . . . 3/4 4. All welding shall be done by certified weldinc� operators, who each have in their 13. All cement used in foundations shail be "Modified" Type II. possession current �evidence of passing the 'American Welding Society Standard 05.O1.OSPermitSet 14. See architectural, mechanical and electrical- drawings for additional openings, Qualifications Tests as detdiled in AWS D1.1. Weids shall conform with AWS depressions, curbs, floor finishes, inserts and other embedded items. Structural Welding Code'� (AWS D1.1), latest edition. 15. Where other reinforcing is not required by the drawings, provide 1-#4 bar 5. Weld sizes not otherwise shown shall be minimum continuous 5/16 inch fillet �, at all sides of, and adjacent to, every opening which exceeds 24" in either welds. direction. Extend bars 24" beyond each side of opening. 6. All welding shail be done with AWS A5.1 or A5.5 E70 XX electrodes unless noted 16. Ail concrete shall have a minimum cement content of 470 Ibs. per cubic otherwise. ' yard unless otherwise specified. Cement shall consist of no more than 7, Shop connections shall be welded unless noted otherwise. ' 20� fly ash. 8. Equivalent welded connections may be substituted for bolted connections subject 5���0� 17. Calcium Chloride shall not be added to concrete. to the Engineer's approval. 18. Cast-in-place steel anchor bolts shall conform to ASTM F1554, Grade 36, unless noted otherwise. '� S�'RUC COVER '� SH�ET 2723.00 � , = s�xo: 5 . � a 7m06 v A g Me architkt�t plerow� ii `\ I � 2 3 4 5 6 1 2 3 4 5 6 � 22'-o'�t s'-o„ 16'-0"f 6'-0"f 2'-0" 4'-6" 1'-6" ` ��_ �� g,_2�� ��_ „ 9,_2„ �,_4„ � � TOP OF EXISTING WALL � • EL. = 97'-10 1/2"t - $ - FIELD VERIFY n , „ - - -- - - - - - -- - - �' � � i � / i � / i / � / i � ♦ � / -- ------------------- ----------- ----------- I� � - - - - - - - - - - - -- -- -- ---- - - - - � -- i � \ I 98'-51 2° i i I � ( � EXISTING SLAB � � I � TiO. �LAB � v�g� �C ; � ( \ ON GRADE TO / � I � I � • I ( �BE REMOVED TOP OF EXISTI�G FOUNDATION� ���� �Pi�� ; � ( � �i � I WALL SHOWN rHUS: /f���/�i � ,� I � � m�si�i� TO BE REMOV[D AS REQUIRED NEW 4 THICK CONCRETE i � � � / � i I TO ALLOW 4" MINIMUM THICKNESS o � 6�B 0 W1G�RA�DE 4 AW.W.F. � � ���� � / � I i O F N E W S L A B i V E R T O P. N MID-D�PTH- ����� � � � � I / \ I � �2" gQ. PILA�TER � � � Aw4O0 81620 � � � ( ` � / NEW (2) 2x8 BEAM I � / ' CONTROL JOINT �0"�b COLUMN � � � � / i \ \ � - SEE 13/S2.0�� / � , � „ I3�UR&ASSC)CIr1TES �� I I � � I � \ / -- - - - -- - 99 -9 � - -- -- - - - - - N � �� r� � T�7 / ' l� /�� '�- �r/7 '� � /I\ FLOOR rBOULDER,CO 80301 T.O. FINISHED 2551 31st STREET � .t�/�.�L/?i 1 1'/�L� � !/1�L'.1/��/j�L� i ����L/ I :��w � � I I 3 0 3-4 4 4-9 1 2 1 � - -- -- - - -- - - - - �- - - - - - N � � � ���;' NEW 2x8 AT 16" O.C. I w PROJECT NO 07151 i � � '� �\ /� ��� i - / \ .�� NEW COMPACTED � ���� I � I � � BACKFILL � � '�S I � '�� / � ( �; � � ( � ;� � DECK NG MATERIAL FOR � I � / I :���: I 1 „ - ' � � ,,,� � � N � � .f���= S 1.O SZ.O I I � � � � i S1. S2.0 ,��;F ;I � i�,;. „ � i �}� �,���o�N C. B,q� �,,/� �, � � \���q1\i�`tillllllll///////�j��i � � � / � I \ I � I 12 SQ. 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SLAB/ �,' � ,��,��j�OF CO��c�.P�� I ra'$ / � .5 2.0 i, r,. s�. ��=a� ;����a.,..a„�- .�;�i,� .,y ��n#� ;>=ax���.,����,� � �:� �f F`�.f/I ae \�\� .Y,x �� I ,•r. �.Ka� �,1� �„s�, ':�� ,i .x.s�.� ��s^<.,* .�:�p.`r�>�;. .q; ,.n�C�� s,r - 5�.� SG.� �f" �� \�. 6. - _k�,. - I I �+ ,{r „"d�� :Yr �S. 7� �� . �,.y.. '?'L,u:s,r'�:'��` 4�'= k�,'�fi``�.'. ! �1 .-Y - �{ � X` u h....� ';.d } �, �-�;�_ u� a 4 h��= ��,�.; '^l i - ��,.i -� :i`t: ^t - :1'"` �dp" 'L�` ..SSn .°� _ s ,6' ,�. ,a�, � � Gx< 4 � � ;�,�a,�. �. ! 1�j• �y.. '�n �. v -r` �' +w d 6n �,i� IN -a» 3?B ��,,, j,'...'� J ��;�;.��t e�.,, �r-�,, � �T�_ h�k��,,«t°.�4,,.,r,�s- $. 'y" .� '�t., i a �':��� '�1. .4. :L e.� �.T°'"/hv -ti"„->..�,�, rG. ;+^ - `:C, L�E"�•` F`Y 4".. ,A ��^y`.- �1 »� xh}. ti�r�v,` �k ''.'b: � _ _�-fl. �f.. :y.1,.A..,. �, s s"s=�s.SV,�N�itt@<',K;'n.ntia�"U• ..-S'u?:i4�, / lu,�.y " r�r. ��:` -.-..-- -- -- ��3E'� I o I - ----- ,:���. ;��v �s�'° NEW 4" THICK CONCRETE .:.s;. ;�: � y��Y � "''� ,v< ��;� � �;' � � r.,<^ I � I ��aR � � ' $� ' 1 � `c" _ �,�?� I I +�s, I .�'� t'� :-rw.� ,�'s' �._ W.F. N � :;�; I �iR r, � b,�, �Fx� SLAB ON GRADE W/W. \ '1%` ..ti� x :-,5,` ,4.t,i.: s. � I 4 � ��, � � y � � � � � �� ( S1.0 S2.0 � Y��� x� 1 �"� 6x6 W1.4xW1.4 AT � � � S1.0 S2.0 I 'a� >u,, ''�l� I NEW COMPACTE � '� I ° NEW ACCESS ��: � � � ��r• ���� S�M. / 1" MID-DEPTH � I �..; �� _ _x�� r�..,���-- "� J��;✓}.�.:>y,,,r;,<,�� «����x��� I � BACKFILL `�� SEE �..r ��,, �-��. S1.0 I �' - - .;u� � t, ,�'='' t r_�hrr., `� O HATCH u:.-��� ���. h��,.�� S2.0 / �.�. � � �� L __ -_c � � � I I ,�;��f SHELF ANGLE - SEE ;�#.� � � ( \/ I T.O.W. EL. = I I� ��: � ARCH. DWGS. FOR ARCH. DWGS. � � $,�; o� O �, i� � � �� � �� I � NEW FOUNDATION �:;� ,,�, �=� FOR LOCATION / NEW FOUNDATION I 7:a� � �"� � 99 -9 3/4 4 � WALL � EXTENTS OF STONE . � I � �� S1 .0 S2. � � � I ��� I _ S1.0 S2.0 WALL Y,� �� � ( � � - -- - - - - - - -- -- ���' T.O.W. EL. 100'-0" � i•r .../X „�y; �` R`i _ `'�<��,�i��irr�:`��a�"s;�'i:�;-����'�� C N EW D B L. J 01 ST �,�; =��,•_ U-y����x,w�� �,����*; _ C7 , ,.,., � I 't r;�9;w,�:.,:�£wr.�5):V:x?q��:S."v`.h��:v�„����,r� � � � p., NEW 6 THICK - - -- - - -- ---- - EA. SIDE OF NEW NEW MOISTURE BARRIER , � � CONCRETE PAp ON � HATCH - SIZE TO BETWEEN EXIST. FLOOR � � I COMPACTED FILL. EXISTING /I I MATCH EXISTING FRAMING AND NEW FILL ^ EXISTING FOUNDATION � � REINFORCE W/#4 CRAWLSPACE I I Z � ; WALL i BARS AT 8" O.C. � � � Q EAC H WAY, M I D- , „ w � � � �oo -o � � V � � DEPTH OF SLAB. \ / i i T.O. FINISHED ? o ! ( COORDINATE PLAN Q � I I � DIMENSIONS W/ � / � � FLOOR � i-- � � MECHANICAL I I � � � � , � � CONTRACTOR i \/ I I s N � � � � � � � � � a � � �" � � � �� � � � � � � � � , TOP OF EXISTING WALL I � .- � , EL. = 97'-10 1/2"f � � \ / � � � m o I � , - FIELD VERIFY ( \ / \ I I � � �` �� GA � ° � � / � � � � �' ci Z � � � �1 , I I i I v W v � . , � � / � � � � � � w 3 � N o ', � I I \i I I � s�.o s2.o N � '� i I X �I I °o ' � � ' � I I � � � � I I / \ � � � � �= �� °�aw.;ri'� .r?,`�'{�=`- r'�:':�z - D � ""`;(z�h'Jt:;y�'�-e. ;i«i,JAr,x�= D � � I I � / \ I �� � � � �� �� � dSn .,"``�.i$.��t�isr,�'�tn��'�,�`, ( Z '� -- - � � I � � ( --- �n X o I I � \ I � � � ( ;� I � 2 nP. ``' � I � � � NEW � :�� � S1.0 S2.0 '�4' 3/4" APA RATED � � / \ � I � CRAWLSPACE�/ � �� � I I I � I '� I U ,�, SHEATHING - SEE /� GENERAL NOTES ���; � SHELF ANGLE - SEE �j � �� Q2 ASI #2: 6�2�08 I I � I I �, ' i I I � � � I � � aRCH. owcs. FoR s�.o s2. .,' � I I � I I �, ( EXTENTS OF STONE "� Q � I � �-EXISTING I � � � I ;`� � - `�� � � CRAWLSPACE \ � I � �� � � 99'-0'� a �`; o '�' NEW FOUNDATION � NEW FOUNDATION T.O. FINISHED N .;�, WALL � i i � � i i / I ,�� � � I I ,��, I WALL � FLOOR ;; ' � � � � / \ � �,;� � � ~ f� � � � / \ � I / \ � '� T.O.W. = 98'-0 1 4�� N .� � i i � � i I � i ,�� i / � �i'' i � � � � / � �� � � �; ; i � / � i i / � i Y�= i Z . $�' 2 � � � �� 2 � � � � � I � � � �;� � S1.0 S2.0 ��� S1.0 S2.0 ����: I I I � I ,� I �� � � �� �� I � '' . �1•+ 05.01.08 Permit Set / I �` I „ � �- - - - - - - - - - - - -- - - -- -� � --- ---- ---- - � � `� ' , rh ' �, ~� 2x12 BEAM �0�. I '.,;F: �s;t"" aT a;>'-ar;�f:;�R�,.�>,rr - r;:;;�.,`•' <4�;;�-=%i:,3.-r. � tiF:',e a-Sr�'i+� _ - „a r�';-ea, ' -- _•:�ti j'3 y }i.'K;M�.i 5•'�*x '��1'�i'S�e�++��;y:`�i�=+�l�::Y i�.'.',��"�� �''hw.•,`Y=�'��,� `�I''�-n`%�.rY,. R �.°`,uC•i1t.::s':2{a�aY, `:i .4D, ..e;:;:^. :T� `r�fi _�S� � C .a `�ti _ :�� �x� k;. z:��.r_,L,.�:�;r�, E L ., #3 TIES AT 12" O.C. 3 SEE ARCH. DWGS. 6 SIM. 3 6 FOR DECKING � S1.0 S2. S1.0 S2.0 . •, 3 CLEAR FROM FACE S1.0 S2.0 S1.0 S2.0 � MATERIAL Sha:tTitla: OF CONCRETE i� � I m ' ( • a • a d d a ,: � � NEW 2x12 AT 16'� O.C. cv NEW 2x12 AT 12° O.C. (4) #5 VERT. REINF. 00 � FOUNDATIO�T : ' EQUALLY SPACED N I I I N 3„ ' v �\ � 2 x'2 �� N OWER LEVE ' _ _ _ z X I � I " �1vmvG ' � NEW (3) 2x12 B AM � , „ N � � FRAMED OPENING FOR �'O �O 98 -9 � I HOT TUB - DIMENSIONS PLANS < <'+�, 9 � �+�+ � T.O. FINISH D v � � AS REQUIRED FOR TUB. 10'-0�� 3'-9'� 2'-0" 8'-0" 4'-6" 4'-5" cD S1.0 S2.0 FLO R I � I TUB IS TO BE SUPPORTED � BY 6" THICK CONCRETE �� � SLAB ON COMPACTED FILL. _ � 2x12 _ � REINFORCE SLAB W/#4 AT ' � � � �� � � 12" O.C. EACH WAY AT � „ SIM. 9 � � � NEW (4) 2x12 BEAM � � � �MID-DEPTH OF SLAB Z723.O0 ' 24 TOP �OF P ER EL.R= 6" S 1.0 S2.0 �� �+� � �� �+� 9 �� �'+6 S 1.0 S2.0 ' ABBOTfOM� OFGPIEREEL. = LOWER LEVEL FLOOR FRAMING PLAN S�No: � FOUNDATION PLAN , a N �� _ �_ �� 48 BELOW FINISH GRADE N �� _ � �� , PLAN NOTES: 1/4 1 0 - TYPICAL OF (7) PIERS PIAN NOTES: 1/4 1 -0 � 1. SEE GENERAL NOTES, SHEET S0.0, FOR ADDITIONAL INFORMATION AND REQUREMENTS. 1. SEE GENERAL NOTES, SHEET S0.0, FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 2. BOTTOM OF NEW FOOTING ELEVATION TO MATCH BOTTOM OF EXISTING FOOTNG ELEVATION, 2. ALL EXTERIOR JOISTS AND BEAMS TO BE MOISTURE TREATED. S � �O � BUT MINIMUM 4�-0'� BELOW FINISH GRADE. e 7mm6 v A g Ina archtt�et��plam�rs� � � � ------- - - ----- --- -------- —--- -- --- --- ---- — --------- \ � � I \ I '� � 2 3 4 5 6 1 2 3 4 5 6 i � ��� � �� �� - c�+� � ' o�' ��°c+ ���+ � s�i s2.o , G � � � _ ` F,� `L�iVEW TIMBERSTRAND �F.� NEW HEADER k.� f----�____ -- �-� ' � ° �''� 3 1 2"x7 1 4" LSL �� W12x30 � � � _ A � A Fu *. � — — — — — — 19 ' F- �' � � �� � s�.� s2. o �� ;,� � VAg, Inc. � �- ^ �� '�� RIDGE BEAM - F�'` 2x12 RAFTERS AtC}]iteCt3 8L P18�IIeT8 ' � o i� 1 �i ��': 1 3 4"x11 7 8" ML---- �� APA RATED RDOF Z k.. � � AT 24 O.C. � N� SHEATHING - SEE �� . v.n oo ei�sa.ir� Z �Q � GENERAL NOT:S � �' ���1� - CUSTOM TRUSS - �mo�s�.mt4 � �' SEE 18/S2.0 ���y�� �� � � � �t�� ,� 18 ���►�� APA RATED FLOOR NEW 10"� V100D S1.1 S2.0 �.�'oo el�o ', SHEATHING - SEE COLUMN NEW 10"� WOOD � GENERAL NOTES - - �~ - � - COLUMN � O V -' � X ° n�u��.As�oc�r�s ' N ^ '� �'�;ASU!TIAU ENt. NkkRS � N — m , 2551 31st S'I'REET � � -r�-'_.._� BOULDER,CO 80301 � w Q -- 0 303-444-9121 Z � � PROJECT NO 07151 APA RATED SHEATHING N ,� AT ALL NEW EXTERIOR o � WALLS AND AT THIS � q. � i? ° INTERIOR WALL ONLY. g�.1 S2.0 � SEE TIMBER GENERAL o - w �`,���,`,1 1 1 1!1 C i I I I���i�j�///f� Z ,;.°�'``°� N ■.. i NOTES FOR THICKNESS � NEW 10��s� WOOD �`` ��.P S ER O'�, �� A N D F A S T E N I N G � � � N COLUMN --� . � REQUIREMENTS S1.1 S2.0 " �' ' N ��.=���<N� :.,....�rt�...:��=�r�.:�s���. B _ _ Q 1 = ; � � F " _ 1547 �=�� Z ;= o =� �°��t�,��:o\ � a ;,� •�,`�lpNA�-�`�'Q.��Q ef,•'9� ••.�..• \ ',r.,, r.,, � �` 1 1 / � ` �,�•',f���Rc��p���\y,\� ' ��, S1.1 S2.0 Q ,�`° � ' , � , � � WINDOW OR DOOR � � � ' _ HEADER PER 16/S2.0 � , j i �� d-J TYPICAL UNLESS NOTED N ! 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PLAN NOTES: 1/4" = 1'-0" PLAN NOTES: 1/4" = 1'-0" ° . , . , 1. SEE GENERAL NOTES, SHEET S0.0, FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 2. ADJUST LOCATION OF JOISTS MINIMUM AMOUNT AMOUNT REQUIRED TO ACCCMMODATE S � . � , � FIREPLACE FLUE LOCATIONS. c �0m6 v A g Ine arohit�ci��plarrt�n _ —-- – � � __ _ _ EXTERIOR SHEATHING. � ATTACH TO NAILER AT 1/2" PREMOLDED FILLER TOP OF CONC. WALL NEW CONCRETE SLAB ON D TO STUDS AS STUD WALL ANCHOR BOLTS - GRADE - SEE PLAN AND PER GEN. NOTES SEE 1/S2.0 ARCH. DWGS. �� • 2x6 SILL PLATE W/ 1/2" PRE-MOLDED FILLER TOP OF WALL EL. 1/2"� x 10" ANCHOR 3/4" SHEA�'HING SHEATHI STUD WALL - SEE ARC,H. 3/4" SHEATHING SHEATHI STUD WALL - SEE ARCH. -SEE PLAN ' � BOLTS AT 32" O.C. DWGS. DWGS. �� ,7 � ^ � T,O.W. EL. � _ SEE PLAN T.O. CONC. SLAB-ON- CONT. 1 1/4" "TIMBERSTRAND" CONT. RIM BOARD - SEE 2/S2.0 ° STUD WALL SOME CASES -f�f- NEW FLOOR SHEATHING TO � ° ' GRADE EL. -SEE PLAN RIMBOARD ,� d � � - SEE ARCH. DWGS. ( ( MATCH EXIST. SHEATHING , � � /�/��j p� _ - 2x4 PL. - CONT. 2x4 PL. - CONT. \�\\ �\ �� EXIST. FLOOR SHEATHING � ;-NEW FLOOR JOIST - SEE �� � � � � � - � � #4 DOWELS AT 18 O.C. ( � I ���\�������� • -� SEE PLAN SEE PLAN �� LAP MIN. 18" W/ FULL AND FLOOR JOISTS TO PLAN - JOISTS TO BEAR � `'� �-I I I- #4 VERT. AT 18 O.C. a , REMAIN - SEE PLAN � � FULLY ON EXIST. SILL PL �� � FOR T.O.W. EL. FOR T.O.W. EL. � HEIGHT BARS ����5 $plgnners � � I I I ' (2) #5 TOP AND ' Z #4 HORIZ. AT 18" O.C. � /� � - � - - - -- ���1� • ° GRADE - SEE ARCH. DWGS. GRADE - SEE ARCH. DWGS. BOTTOM � v.n ao si�ss.ir.� � (2) #5 TOP & BOT. ° #4 VERT. W/STD. TJI FLOOR JOISTS - SEE , : TJI FLOOR JOISTS - SEE ' ', : � d 1 5 CONT. IN FTG. I ��•� � � #4 CONTINUOUS ' HOOK AT 18" O.C. FLOOR FRAMING PLAN • , /��� FLOOR FRAMING PLAN , /��� /� ) # i ����� � � ° �:��� � � a. � � �/2" GRADE - SEE ARCH. DWGS. . o � GRADE - SEE ARCH. DWGS. �e � � •• CL. ' , SEE DETAIL 1/S2.0 FOR , SEE DETAIL 1/S2.0 FOR �� � PROVIDE SOLID 2x 4 A EXIST. RIM JOIST - REMOVE ����� FOUNDATION INFORMATION FOUNDATION INFORMATION BOTTOM FOOTI ° a i� -' BLOCKING BETWEEN NEW AS REQ'D TO INSTALL NEW . ' ' ' �' � � AND EXIST. JOISTS d , B.O.F � � �. ° • �\ � �� e '• �\ ` �� a • EL. - EE �/\�j/\� � /�� \\ FLOOR JOISTS ' ' E�' " ` \��\ ' \��\ � ' � �� � � a EXIST. CONC. FOUNDATION � rAt7R& ASS(�C:1.AT�S AND SILL PLATE TO REMAIN �'�:0.5VLT11�t� tN�. �.���5 SEE PLAN 4" 8" 4�� 2551 31st STREET 4�� $�� 4�� 303-444-9121 16�� 8� 8�� BOLTLDER,CO 80301 16�� PROJECT NO 07151 � FOUNDATION WALL SECTION 2 TYPICAL JOIST BEARING 3 TYPICAL JOIST BEARING 4 FOUNDATiON WALL SECTION 5 JOIST BEARING AT EXISTING � S1.0 S2.0 3 4" = 1'-0" S1.0 S2.0 3/4" = 1'-0" S1.0 S2.0 3 4" - 1 -0 3 4 = 1 -0 ii � � _ � �, S1.0 S2.0 3�4�� _ �'-0" S1.0 S2.0 � „ � „ O\\�°�����N C' Bq����yi \ O '\111111 IIlIIII.� /� FLOOR SHEATHING ` �:P��� E •.: � SEE GENERAL NOTES ' ` p 15479 �;�w ' SIMPSON "CC" SERIES COLUMN ROOF SHEATHING - SEE ' ..�G L�v�' ' y ° :p � CAP WITH (4) 3/4"as THRU BOLTS GENERAL NOTES %,,�'j''•s ioNA�-�;:Q,O��� TO BEAM AND (2) 3/4"�t THRU 2X BL'<G ,�y .,�������. � � 2x LEDGER W 2 SAME SIZE �'✓, - � - BOLTS TO COLUMN TOP OF AS LEDGER HIAN SON LUS210 SLOPED JOIST ✓l��I����C?FIC�O`������'�� ALL MAIN BEAM ✓ p �`� ; 1/2"s8 LAG BOLTS �� STONE VENEER - SEE ARCH. -SEE PLAN SHEATHING - COMT. GER - TYP. AT 2' 0" O.C. 1 3/4 ML BEAM DWGS. FOR LOCATION OF ELEVATION Al' ROOF ' N - TYPICAL STONE SEE PLAN EDGE DECK 2x ROOF JOIST - SEE , �F � SIMPSON HANGER O p PLAN T TOP OF � -SEE SCHEDULE BELOW SIDE BEAM -SEE O O N SHEATHING N SCHEDULE BELOW ROOF J�IST O � � - ; ELEVATION � � I LAN � CONCRETE WALL BEAM SIZE HANGER SIZE •�■I O ` � , SEE PLAN � SIMPSON SEE PLAN � A35 FRMG SIMPSON HI � � _ �� � � 1/2"� HILTI "KWIK BEAM - ANCHOR- HURRICANE TIE 2 2x10 LUS210-2 ' � BOLT" EXPANSION BOLT (3) 2x10 LUS210-3 COLUMN - SEE PLAN BLKG TO AT EACH ROOF � � O ' AT 6" FROM EACH END STUD - ; � OF ANGLE AND AT 3'-0" (1) 1 3/4x9 1/2 ML HUS1.81/10 S E E P L A N TYPICaL CONT 2x LEDGER - DEPTH JOIS � � O .- FLOOR JOISTS - TO MATCH ROOF JOISTS - � a MAX SPACING 2 1 3 4x9 1 2 ML HHUS410 DECK JOISTS - N ��� PLAN SHELF /�NGLE � � � � ATTACH TO STUD WALL OR ' SEE PLAN - L5x5z3/8 - (3) 1 3/4x9 1/2 ML HHUS5.50/10 BLKG W/ 3/4"� LAG SCREWS � � S ONE INDER WOOD BM. TO WOOD BM. CONN. BEAM �. STUD ONLY SPLICE AT � � A FOUNDATION WALL � ^ ' DETAIL � � SIMPSON "U210" ' - S E E 1/S 2.0 5" $ 9 � C� L. C 0 N N . a �� � �� STUD WALL - SEE GENERAL STUD WALI. EMBEDMENT S1.1 S2.0 3/4" = 1'-0" S1.1 S2.0 3/4 = 1 -0 NOTES � y � HANGER BOTH ENDS � � � � � STEEL BEAM � o JOIST TO LEDGER DETAIL � � TYPIC�� JOIST CONN . s WALL SECTION � SHELF ANGLE DETAIL - SEE P�,N �■■� � v � 1/4" THICK PL SADDLE I■ti■I °� � � S 1.0 S 2.0 3/4" = 1'-0" S1.0 S2.0 SHELF ANGLE TO BE HOT-DIPPED 1 1/2" = 1'-0" WELDED TOGETHER AND (4) 3/4"� THRU S1.1 S2.0 1" = 1'-0" S1.1 S2.0 3/4" = 1'-0" � ' M GALVANIZED. TO END OF STEEL BEAM -BOLTS � � � TIMBERSTRAND HEADER � .� - ° , „ - SEE PLAN � N i i �ij O '� i y , 1 -0 1�_6�� i � � ` � � � , i i ��� � ° P� � �d • , • y � � � � � I ° .e d♦ i � ♦ I I � � • � . •, ' a �, '4� ' 1 �1 8'� SAW CUT SLAB REINF. -SEE PLAN � � � � . ., a� . . � ' SLAB ON GRADE CUT ALTERNATE BARS I' CONC. WALL �a - a� d -SEE PLAN d- AT JOINT LOCATION �� _ ".'� , HORIZ. � HORIZONTAL WALL � CAP PL. - 1/2�xBEAM �� N �y � WALL ► � REINFORCEMENT �' FLANGE WIDTHxO -7 1/2 O � �I a � REINF. '- , . � , . • .� ° . . , ° ,� , • (2) 3/4"s� THRU-BOLTS (2) 1 3j4" ML (3) 1 3/4" ML (4) 1 3/4" ML 3/16 �1 -�yP" I, DOWELS SAME SIZE ,, �a � a • CORNER BARS SAME '� � . � � ' � • ' � • � �.' ' � �� � AND SPACING AS , � SIZE AND SPACING � , � ' �� ° F- HSS COL. - SEE PLAN 3/16 �, HORIZONTAL BARS CONCRETE � , AS HORIZONTAL BARS � •� . • � � • � " � ° •' � � NAILING SCHEDULE ' ° ° WALL � A • ° - ' - � � �� � ° • ' � - � � � ° ' � � - �� � 19 STEEL BEAM TO COLUMN CONN NUMBER 0� � . . . . . - ' � Ravisions: �� � ����� . � AT INTERSECTION �� � �� Pv CES NAILING REQUIRED Q2 ASI #2: 6/2/08 AT C 0 R N E R mII�II��,� �-���I��II,�1� s�.� s2.o 1 = 1 -0 , „ �/z"x4 1/2"xo'-�o" 2 2 ROWS x 1 - 16d (3 1/2 ) COMMON WIRE AT 12 O.C. BASE PL. W/(2) 3/4"� � �,, � 2 WA L L S E C T I 0 N � 3 S LA B C 0 N T R A C T I 0 N J 0 I N T „ „ 5 ��2'� 3 2 ROWS x 2 - 16d (3 1/2") COMMON WIRE AT 8" O.C. HILTI "KWIK BOLT 3'� � COL., BASE PL. Q (2) 1 3/4 x9 1/4 TIMBERSTRAND PACK WIDTH (INSIDE) EXPANSION ANCHORS AND BOLTS � S1.0 S2.0 3/4° = 1'-0° S1.0 S2.0 LOCATE JOINTS AT �LL RE-ENTRANT 1" = 1'-0° HEADER - TYPICAL UNLESS �f- W� 2x & SHEATHING 4 2 ROWS x 1/2��� THRU-BOLTS AT 18" O.C. W/4 3/4" EMBED. CORNERS AND AS FEQUIRED TO NOTED OTHERWISE ON PLAN BOUND AN AREA NO GREATER THAN DOUBLE 2x6 TOP 20 ST E E �. C 0 LU N1 N BAS E 200 SQUARE FEET. BLOCKING AS REQ'D PLATE - CONT., TYP. SEE MANUFACTURER'S SPECIFICATIONS FOR ADDITIONAL INFORMATION. S1.1 S2.0 1 1/2" = 1'-0" NEW ROOF SHEATHING NEW ROOF SHEATHING __u____�a KING STUD � 7 B U I LT- U P LV L AS S E M B LY D ETA I L SIMPSON BEAM LVL RIDGE - SEE GENERAL NOTES - SEE GENERAL NOTES --------y � HANGER - � S1.1 S2.0 N�TE : AT NON-SIDE-LOADED CONDITIONS, ALL 1 1/2�� = 1'-0" CAPACI°fY = LVL SLOPED NEW LEDGER - SEE NEW LEDGER - SEE SEE ARCH. i „ 10/S2.0 FOR CONN. 10/S2.0 FOR CONN. DWGS. -i � NAILS ARE TO BE SPACED AT 12 O.C. 7200# -�°F--�� MEMBER �OD�� , TO STUDS TO STUDS vi � Z i TRIMMERS (1) 2x6 KING STUD 05.01.08 Permit Set o SHOWN SHAD E D + (1) 2x6 TRIMMER i? N O T E: W H E R E i ((2) 2x6 TOTAL) TYP. L V L B L O C K I N G I � o W A L L O P E N I N G S i EACH END OF HEADER - �VL RIDGE EXISTING FLOOR SHEATHING ARE ADJACENT, ROUGH OPENING UNLESS NOTED OTHER- TO REMAIN a = USE DOUBLE � WISE ON PLAN THUS : EXISTING FLOOR SHEATHING W � KING STUDS i 5'-0" MAX. TO REMAIN � � U.N.O. ON PLAN i � S�v� �p , � � � I � i . K�N MER 5� ¢ 1/2"� THRU-BOLT W/WASHERS EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS X � �R�M � Fp LVL TO LVL AT JOINT - S���O� TO REMAIN NEW ROOF JOISTS - TO REMAIN NEW ROOF JOISTS - X i SILL PLATE X ,� F RECESS NUT AND BOLT HEAD SEE PLAN I SEE PLAN � -�i----� ____ ____p �� � DOUBLE 1 3/4"x11 1/4" LVL FOUNDATION � �� �� FULL HEIGHT STUDS � 3 3 4 � i EXISTING STUD WALL EXISTING STUD WALL o �i i� � ) � TO REMAIN � TO REMAIN o, i i i i � THRU-BOLTS � 1 ii �i w 1 � , �FIREPLACE FLUE - i i i i 2x6 SILL PLATE ,( ---- ---- �� DETAILS I I OFFSET FROM NEW i i i i � ' BEAM LINE �� �� FLOOR SHEATHING i i I I f I I' LVLGLE LOC TE"AT EXIST'. TEMPORARY SHORING NEW STEEL BEAM W/ NEW BUILT-UP WOOD CEILING ELEVATION � i CONT. 2x PLATE - TEMPORARY SHORING BEAM - SEE PLAN , BY CONTRACTOR i � SEE PLAN BY CONTRACTOR I CRIPPLES AS REQ'D � FLOOR FRAMING NOT __ __ NOTE : SHOWN - SEE PLAN , i i i i ( FRAMING AT DOOR -- -- EXISTING STUD WALL � � EXISTING STUD WALL OPENINGS SIMILAR. SIMPSON H2.5A 27Z3.00 �' i i TO BE REMOVED i i I TO BE REMOVED � i i i i � SHOWNMFOR CLARITY HURRICANE CLIP , .. � � � � 16 YPICAL NEW HEADER FRAMING TRUSSSIDE OF . �J S1.1 S2.0 NOTES : 1/2" = 1'-0" (3) 2x6 COLUMN IN EXISTING 1. HEADER TO BEAR FULL WIDTH AND DEPTH OF TRIMMERS 2x6 FRAMED WALL - CENTERED Sh�ti�To: , � � 4 NEW STEEL SUPPORT BEAM 15 NEW WOOD Sl,► PPORT BEAM AS SHOWN - TYPICAL. BELOW TRUSS EACH END 2 GLUEEAND� AIL SOLIDD OUT TO FULL WIDTH OF WALL, � $ S P E C I A L T R U S S E L E VAT I 0 N �' S1.1 S2.0 1" = 1'-0�� S1.1 S2.0 1" = 1'-0" 3. MULTIPLE KING AND TRIMMER STUDS ARE TO BE BUILT-UP �� " -yK S Z�o A S I F W O O D C O L U M N S� P E R N D S S E C T I O N 1 5.3 S 1.1 S 2.0 ��`�' `� � o zmm�, vag�� arehtt�ots�plarssan � , , , ,. . ,._. . „ ,. . � ,�� iii ' � -�� e � ' . , , � , = , ; . � ' , � i� � t j ,y�W� v` ' � ` i 3 _ A� ��v, ' Z � � . - � � J ' �'_ � � � �* � \`~ i� VAg, Inc. 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I �(; �'�';'°'.� . \� I � \ , �� �• NEW DECK �(� ��,�� Revisions: � ��� t ��� 0 � J\IYY/ .p\III//� �!� @�` � I \�\II/yy �� � + E � 6 � ��1 {P�A///IRl, tl/ll �` ��� @" • \ / �i _�\ �\ �w�w.�.t..� I a +� � � � ��Y►�� , • �x� � � yV�41U � ��J1111y4 ��15P9�.� ' ', '�lq,,,� I =\+\I� r __ � i � ��/ �, ��, ,�. \ iE f � ',c��p� o,�Jlf�',yI ' - .u� y��u�Yir ����. �0 yun � +,e ,,,,� ��nn�' � !, it�,,8); �' � \ � � � ��wm��6 ��r� � '' � �� i ( �,m�� -`�.,� i \ s + . iw I � \ �4AII�� I ���� � � \\� � � � — I \� � \�`� I .I —�� '��\III/bV' i . � Issue Dates: � \� � 3'��i � "D" 12.05.07: TOV Review � �� � "E" 02.25.08: TOV Request � I � ,', / a�r��e i "�',r�► 04.04.08: RVSd. CA1CS � —/_ ��,�`��,; � "H" 04.16.08: Not issued L.---.—.—.—.— .—.—.—.—.—.—.—. .—.— —L �J�' 05.01.08:Permit/98% Se � 8����� Sheet Title: , _ + � ��44� Landscape � Plan y�. r , Project No: , µ 2723.00 � L�1�11�SC,4P� P�,�N -� 1a 1'I - 1�I-�I' SheetNo: _ L2.0 ;- �2007 VAg Iac.4rchLLxu�Flamm � _ \ i ' �" I i Y � � j � • � � y Town of Vai1, County of Eag1e, State of Colora o � � S�T \ R��qeFti� \ E`� '�'y �',�i � � \��������� � � � ��8 � �� � \ R¢s�ti LEGEND �\ � �`26��F %� CONIFEROUS TREE � 1 � \ � FOUND 5�8" IRON ROD & �� � � � LEGAL DESCRIPTION �� DECIDUOUS TREE 1 5" ALUM CAP, PLS 9337 '� %� I � � � � EDGE OF ASPHALT Lots H, I and J, THE VILLAGE ON BIGHORN CREEK, FILING N0.2, the plat of which -o- UTILITY POLE � was recorded March 1, 1993 in Book 602, Page 835, as Document No 498922 in /�� � °o the Office of the Clerk and Recorder, County of Eagle, State of Colorado. F-- GUY WIRE ANCHOR �,o•° / I 11 � �,A NOTES: � � � �� s0 SANITARY SEWER MANHOLE �� %��`` /� � � �,� , 1) Survey Date: September 12, 2007. / � `s� s � �� 2) This Survey does not constitute a boundary survey nor any investigation into `� SANITARY SEWER CLEANOUT � � ��8� S�� � � � recard easements or encumbrances associated with this property Record i� � � 8�p, c�n \ /� � TELEPHONE PEDESTAL f s / o I easements and rights-of-way shown for this Topographic Survey were derive ,�, \ F � s0 from the Final Plat; THE VILLAGE ON BIGHORN CREEK, FILING N0.2 / %�` � � � HOLE / %�� �� I � \ �O � ELECTRIC MAN / ��� � -� J ��� �� 1 n \ • ly� 3) ELEVATION DATUM: The sanitary sever manhole near the northwesterly corner / °� � of this site with an assumed rim elevation of 8446.26, as shown hereon. _ ` oE HEAD ELECTRIC. � _ � /� ��� ��--`� �� � \ �/ ROOF OVERHANG /�� �� � %� I �� �s, a �' 4) CONTOUR INTERVAL: 2-foot. � �PRIN�CLER BOX � � T1�P -��-� 2 �` '�� d � \` OF CONCRETE . ^ '1 �c�,� ( � �jl �2' �� d4 � 4 � ���E 5) Utilitlies are shown approximately and should be field verified prior to O CURB STOP (WATER� VALVE) %�� /� � ; \ h � � excavati�on. � � /� � , a \f q� a 3 � � 6) Marcin Engineering LLC does not warrant or certify to the integrity of any QM U N K N 0 WN I N LE T B/GHORN S!/BD/1//S/ON '� � /�/ ,�ry / + � � O� ' OFF NALVEg UT � g• pp • � ry /� FINISH FLOOR � O Di ital Data su lied in con unction with this map and survey. TH�RO ADD/TION �o � /� ELEV. = 8448.8 p� d CON�RETE � � � I �j s / ° DRIVE d a I � %�` � 7) STREET ADDRESS (Posted): 4220 (Unit I) and 4230 (Unit H). / . � � /�/ o, DRIVE \� Q ` ° � I 8) This property is sub ject to Declarations of Protective Covenants recorded in i �j �. � � � �/ ���° �/ �o`� '�`' oo,r � 1 ,`0 I St t o�f2Coloradoe 836 in the Office of the Clerk and Recorder, County of ag e, � % UNIT I � � � � � � , I i �, � Qo�' a. ��' � � �� � /� � � d �a p � '�p� �n 9) This is not a monumented survey, Land Survey Plat, or Improvement Survey / ' ` �j 2 STORY / i� ' �� `�' 1 0� � plat. No boundary resolution was performed in making this survey All lot lines, I // STUCC� FRAME /� � O LOT J � � �O� � ( se t bac k lines, a n d e a s e m e n t l i nes shown hereon should be considered � � � � � ' / �� � COMMON AREA � � � �� approximate and should not be relied upon for the placement of any future � �, � I � � D WELLI N G W/ ! " , �•`�' 1200 sq. ft � � � �� improvements. � � I ,,�o � ����i� BASEMENT 'i ��' NS a (Per Plat) \ I /�� ��\ � � .a� � ��` / ry � � 3�8, a I ya � � - - � � � � � 4220 � i � � ,, a o � � �� � � � � /i O � , / a° a o I � / � , ' � � / a �y � I, William G Yetzer, a Professional Land Surveyor in the State of Colorada, � , s � �v � 'R' � 8 � / p�'� � �� / hereby certify that this TOPOGRAPHIC SURVEY was done by me or under my ' ; � / � o• � ( � a�0 , "��o � � � � direct supervision, and that it was performed using the standard care and � � � � � a� a � � �'' �' �� �/ practice used in the area at the time of the survey The Notes hereon are a I, ' ; � �\ ��° � v � %�` q�°` co part of this certification. S / � � � � �.•`�\.�� wa�� ii � � � S � / 2• o / �� � � ROCK WALL / � � '- ' I �Te� ` / s �o�G� \� I / o ` �. r , ,. ,j. � � ; .• ` ; ;, , , � � c�r n � " ° � c 's �, : _ o�`�� d�'- � \ � � \ / F� �'�q �� � ��� � ' .�� ���"• � - . ��� / � F� �F I � r � � / '� FIREPLACE � 8 q \ %�:'- � ; No.34��9� c = � s� � � � ��q �o_ � � CANTILE�ER �� � � /IMNE // ��9e �° \ � � ���7,"�°�'°�� I��D�'�``� � ���� W X '7�' . . � \\ � "� ��' �4fRf�l��a���—` �\ �� � �� �\ %'�� � �� � William G. Yetzer PLS 34989 '��ir�n�NAL,LANa��;�`�� FOUND 5/8" IRON ROD�Bc� � / I '� pl �OO � Q O�� Colorado Professional - ° P PLS 9337 � � � ?�� �� � LOT I I o � / � oA \� cr o �z Land Surveyor 1.5 ALUM. CA , �� O � � �� \ 6435 sq. ft � ,, �c, �� �� � U N I T H �� � �R�� � I � ,�ti�' `�� '�� `� � (Per Platj � ,�,a / FF�'sti �o' � �'cr \ ` ��� I � � � ,�O o � � \\ �AQ c� / 2 STORY BsrSoR R0�9F OVERHANG (TYP) o h �� I � �� STUCCO/FRAME '¢ �� s9. o � � �` I i D WELLI N G W i ` F � � � i � � � �,� � � BASEMENT LOTSFB� G ��' s </ � �� �� �S 4230 ry�'Y / CHIMNEY � \ \ � � � �\2 � , CANTILEVER ,� ��� � �� � l o 00 �\ �° �� �/ I \ ti S3, \ � �1 \ F��o �\ ,80, /, . I 8�p�, � '�� `� \ \` \ / pc�CpO\�\ /�� r � �L -- _.._ � � � i �\ _ _ � �/ � �- ���� � ��,° . I %�� � 9' `O .� \ � ^� � 30' SfREAM i V'` � � �/ � r' � CORP,IDOR ,���lv= \�\ '� � � � • .�/� � � <`' LOT H � �� GRAPHIC SCALE �G'� �.lG,, � ���� 4675 sq. ft \ � � — — -, ��`�� -,o 0 5 ,0 20 40 �� �'' �� � (Per Plat) � I �� ��� �A� �� \ � , 2 � ` � ( IN FEET ) �O'� � \� '�� �q8� �� \ ��� , Q��`D�� i inch = 10 ft � 8• •p�--' \ i '� \ / ` � �R �\ Ep�f �F �,A T f�� �, J - �°� � � ,�°�°`� TOPOGR.APHIC SURVEY MAP � _ � , _ - � —�---^��oW LINE oF ' ��'� LOTS H, I 8s J, THE VILLAGE ON INEERIIeTG LLC .. � �A�TM�,S,DATE BIGHORN CREEK, FILING N0.2 MARCIN ENG � - ' � Town of Vail, County of Eagle, State of Colorado ' M1 oF wP,��R ��\ � P.O. Box 1062 ' EDGE \ ORAWN BY f'wH DATE D9/�4/07 AVON� �� ����0 � NOTICE. According to Colorado law you MUST commence any legal � � � (970 748-02 - action based upon any defect in this survey within three years � - after you first discovered such defe�t Ir'� r�o �v�ti�, rri�y tll�y � �HECKED BY.• w �RAWING ND: 071��TOP� �g70� 7��g0�1 �AX action based upon any defect in this survey be commenced more , , than ten years from the date of certification shown hereon. 071�3 SHEET � oF ✓OB NO.: �