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HomeMy WebLinkAboutB13-0012 plans approved; z k STANDARD ABBREVIATIONS ABUVE FINfSHED FLQOI�AM. ABOVE FINILSHEQ GRADKAV. . A�(��R�X�I�ATE�Y MTH T. AT�ENUATi�NAL M � H. �:7 ►_1 )M G : �R, Y -TE MASONRY UfVt�M. c�uTi�� �' T ��G. C �HRTN. P �. �NCE P�AS. �__ #?�NK, C� T JOIN7 0 �E EP�AC�E� L E� BORRD AILETAL HORIZ. H ORIZQNTA� NTR, HEATER INSUL. �NSl1LATi0N INT. INTERIOR JN,gV. J�uN�RTION BOX JT. JOIN� MISC. ABBREVIAT{ONS � j �auN� � DEGREES ? SQUARE FOOT ± P�US QR MINUS � PROPERTY I�INE ? ANGLE ? CENTER LINE I IV F. 5.� �IL. v. C��' T. LVS. 4. EC. C T. C. T. Q. V. r. �. w. �. U. TYP. U.Q.N. V. V� � T; V} �HT ' OPENING vAL ',TURER VE 'ON7RACT DIAMETER N ` TILE RAIN OPEi�ING J�E 'CED�� :D� YLTEEL ECATION ARO �Q�DL Sg NDABOTT�Mp ONENC�EiOVE �PAPER H0�(3ER �F VAI� SION��`L � QTHLERWISE NQTED RpOMPQSITIONE TILE LCLQG T PR00 g �RESI�TANTRIC �T DRAWING C�NVENTIC}i�S DETAI� DESiGNA70R jQ�j DOdR dESIGNATOR � �.. DE7'AI� NUMBER , C� � sHEEr wr+ER� sHOwra � WINDOW DESIGNATOR /'� GRID UNE BIDG. SECTIQN DESIGNATOR �J— �tt� SECTiON LETfER � t�.(� SrtEEr wwEaE Stt4wri OFFiCE ROOM NAME 2(i1 ROOM NSJMBER �t 00' —Q" IEVEL INOICATQR REVISED AREA 700'-0" OF DRAWING � SPOT ELEVATIQN z .' ApOENRUM � V O � A ElEVATiON LETTER r... FACE OF � OBJECi _.._ . _..... .... OR CENTERUNf 5NEEi wriERE SHpwrv OIMENSION CQNVENTION W2 SYSTEM NOTES DESIGNATpR � KEY PIAN DESIGNATOR MATERIAL SYMBOLS 1 , � . 1 f ��` %� � � 5�,.' �1 ��.^� EARTH GRAVEL :°"/ ` : '4 � , ; `v , >` i � � ; ,,, r ��;, BRICK EXiST{NG WALL r '; ;,; �; , ; l,, f CONCRETE STEEI s _ ; . , .., '. ' . ; �•..._.. . ./�' _.. . . .....a . ; :..; � _i BATT INSUlAF10N RlGIQ INSULATION STONE SANOSTONE LUMBER � � P�YWOOD STUp WALI :' CMU STUCCO DRAWING INDEX SNEET DESCRIPTION RESIDENTIAL iNTERIOR BUI��ING BUILDING # DRB FINISHES PERMIT PERMIT SUBMITTAL SUBMITTAL REVIEW SUBMITTAL AOf?0 COVER SHEET 10 DEC. 2012 10 DEC� 2012 25 JAN 2013 30 JAN 2013 C1C}1 TOPOGRAPHlC SITE SURVEY 10 DEC. 2012 25 JAN 2013 30 JAN 2013 A109 ARCH{TECTURAL SITE PLAN 10 DEC. 2412 25 JAN 2013 30 JAN 2013 A20Q FOUNOATION PLAN 25 JAN 2013 30 JAN 2013 A201 FIRST FLOOR PLAN 10 DEC. 2012 25 JAN 2013 30 JAN 2013 A202 SECOND FLOOR P�AN 10 DEC. 201225 JAN 2013 30 JAN 2013 A2�3 THIRfl FLOOR PLAN fi0 OEC. 2012 25 JAN 2013 30 JAN 2Q13 A2�4 PARTIAL ROOF PLAN 25 JAN 2013 30 JAN 2013 A205 ENTRANCE P�ANS 25 JAN 2013 30 JAN 2d13 A301 SOUTH E�EVATION BEDROOM ADDITION 10 QEC. 2Q12 25 JAN 2013 30 JAN 2013 A3Q2 NORTH ELEVATION 10 OEC. 2012 25 JAN 2013 30 JAN 2013 A303 EAST ELEVATION 10 DEC. 2012 25 JAN 2013 30 JAN 2013 A3Ci4 WEST E�EVATION 10 DEC. 2012 25 JAN 2013 30 JAN 2013 A305 EAST ELEVATIQN - BEDR04�1 ADDITIQN 10 DEC. 2012 25 JAN 2013 30 JAN 2Q13 A4C11 BUI�DING SECTIONS 25 JAN 2013 30 JAN 2013 A701 SCHEDU�ES 25 JAN 2013 30 JAN 2d13 '� � E��� S1TE ELECTRICA� PLAN �2�� LOWER LEVEL E�ECTRICAL PLAN E242 MAIN I�EVEL E�ECTRfCAL PLAN E203 UPPER �EVE� ELECTRICA� P�AN E204 �pWER LEVEL LIGHTING P�AN E205 MAIN �EVEL LIGHTING PLAN E206 UPPER �EVE� LIGHTING PLAN S1 STRUCTURAL FRAMING P�ANS 25 ,1AN 2013 30 JAN 2013 S2 STRUCTURAL DETAI�S 25 JAN 2013 30 JAN 2013 f 4 � L� _. WOOD PARTICA� BOARD _�..�„����,, .�� �„ GRQUNO �INE PROJECT DIRECTORY OWNER: FOREST 486 L�C STREET AODRESS: P.O. BQX 2395 VAIL, CO 81657 471-0303 ARCHITECT: PIERCE ARCHITECTS 1650 FALLRIDGE ROAD VAIL COLORADO 81658 907-476-6342 ARCHfTECT: BILL PIERCE bill@vaiiarchitects.com CONTRACTOR; ENGLISH & ASSOCIATES MICHAE� ENGLISH P.O. BOX 2395 EDWARDS, CO 81632 970— 471-0303 www.englishdeveloper.com STRUCTURA� ENGINEER: T. BOY�E ENG{NEERING TIM BOYLE 1650 FAL�RIDGE ROAD VAlL, CO 81658 907-476-2170 boyleengC�qwestoffice.net MECHANICAL ENGINEER: MEP ENGINEERWG TO BE PROVIDED BY SUB—CONTRACTOR CIVIL ENGINEERfSURVEYOR: EAGLE VALLEY SURVEYING 41199 HWY 6 & 24 EAGLE—VAIL, CO 97Q-949-1406 970-845-9504 FX ADMINISTRATIVE INFO. LEGAL DESCRIPTlON OF PROPERTY �OT 1, BL{�CK 1 VAIL VfLLAGE FILING 6 PARCEL B CODE AUTNORITY: INTERNATIONAL BUI�DING CODE 2012 JURISO{CTION: TOWN OF VAIL CONSTRUCTION TYPE TYPE V ZONING: TWO FAMILY PRIMARY/SECONDARY RESIDENTIAL GRFA: NET FIRST FLOOR: 138 SF WITH NEW ENTRY ADDITIONS NET SECONO F�OOR: 2795 SF WITH NEW SKI ROOM NET THIRD FLOOR: 1960 SF WITH NEW BEQROOM GARAGE: 600 SF TOTA� GRFA: 4893 SF (Wf GARAGE 5493 SF) ALLOWABLE GRFA: 4901 SF — MAIN RES SITE COVERAGE: �QT SIZE: 29,213 SF BUILDING AREA: 5394 SF PERCENTAGE OF SITE COVERAGE: 19� . . r�r ��+� ��v� i ��, � - � �� ; ,�. � �,�'��.-,�,., ° �, -�, �}iA ,,.r��+�'d. �, �°'"�e' �e w��;,u rN �'!»�s a � xm.u"°.`�s*�*a,�, � �:.3Y �"��t . �� s3"F"r'� a"�#"F.<.`"".� „ � �,�..*; ,�w ''�'i��, y,M w� �� � ' # i�� *�.�� � wYZ° �� *'�,��'�GSCt�b��"'�i{�'.�e , €�. „ a��*5"+'...�"e'i'����,�",� �.�"^�`°�� � i�G��C1Ci@�� ,w' -�,,` Fs,- , 'i „� .""°"s:..0 ��"" �. 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O � �i� '����� �; _ + -•��..•- � �S�Q �i �l�-� V l � `� � � � � W � � � � � a �, � � a � � �� � �a >� � � � • �i � x 1650 �allridge Road Suite C- Vail, CU 81657 f.970.476.�901 p.970.476.6342 r �� � 1 � i ,'• �t 3f4 '�� DlE "Rx5" l K3x1 %4 1MN DETAI� E NO SCAIE . 7" EXPANSION 4 SLAB -� MATERiAL -�. 2 �5 CQNT. TOP dc BOT �4 O 24" � � /Vk Q�V� 18 �/4 O 24" O.C. �—`. 8 2 #5 CQNT. 12 #4 O 24" O.G. � 2 4" St.AB -. • •- :• �4 tQ 24" Q.C. #'4 g 18" dsC. 18 �4 O 24" Q.C. �—,. B . . 0 �„ • •- a. �. a. 2 ,� caNr, ❑ • ii • � .►:�� �2 �4 4 i2" O.C.�2 � �4 O 12" O.C.� 2 EACN WAY �'� � z ;� coNT. 70P dc 807 �4 O 24" O.C.— 18 �4 O 24' O.C. �—,. 6 NSS 3x3x�' BASE P{.ATE fi"xSxQ'—fi" X 22 � �WEB STiFFENER Bd'M SIDES DETAI� D NO SCALE NOSING BARS ICAL i2 f- �4 O 12' O.C. �� ♦ . �� • ii. � � o � � � � � $• , 8• _ �� 2 �5 CONT. $» �. $. DETAI� J NO SCAt,E GEN ER AL N OTES j; SP ECI Fi CATI ON S I j AII frqmb4 iumber to ba ij2 DouQ—Fk or be#er. ThTs structure hae been des(qned ta msst ths rsqukbments of the 2012 +� AII 8x matertol to be �1 Doug—Flr or better. intemattonol Residentid Gode with amenc�ne�ta as adopted by the Town of Yo11. f � p,�i Mlcro�lam'a !a be manufaotured by tfie Botaa Cascade Cwp. arrd cortform IUI omisstona or confllcts between wrtous elements of ths wakMg drnwings � ( to the aliowobia strras rsquksm�nts for a 1 3/4" 1.8QF Mkro�Lom LVL. cndfor speciflcatlo�� shdi be brought to the atte�tion of the Struc#urd En9ineer �; q�� gp ��t� to be mo�ufactured by tha 8oisa Cascada Carporatlon. before procaadM9 with eny wak ao invdved. The Generol Contraetor ahdl verify € dl dknansTona and cxrrdittons at #he job eite and aiidi be �parNbie tor the i A!I c�nnection herdwon to be by the Sfmpson Camptw�y. me�s, me#hods, techntques, sequeneea and procsdures auoctat«i wtth this � I proJsck Furthermore, he ahdl bs raponedbis for coordtnatlon afi oil wak and ! ��� roof decicing to be 5/8" C—C E�ct—APA 32/18 piywood. Natl with mataiols hdudfnq thoss Wrnished by subco�troctoo(ss. The Structurd Enyineer j ; 10d O 8" aa at panei edgea and O 12` o.c tn the fteld shdi be contactsd duHny the oonstruction phass to maka ths Job sits kfa�rectlons st u t neceesary to ca�fkm that the actuol field ccxrditfona ora oonetatent with the �' All tloor dsckinq to be 3/4' C-0 Int—APA 42/2U TdcG piywood. pue dest� ossumptlons and that the oans#vctton is prxeedinq accordk�4 to the 4 j��th�ng to joiats with PL400 ond noii with tOd 8 8 d.C. ot pwrei adges piat�a �d epectflcwtiona I j and 12' o.c. tn tha fteld. ! � All ettterior wdls to be shsathed with T" O.S.B. NoN with Sd O 8" o.a at pand Uve Laads Used In Desiyn: � j adgss ond 12" o.a in the ftdd. Roof 80 pef Flaora 4tI paf �� �It concrate to attakr a compronixe strenqth of 2900 psi in 28 days. Oacka 100 psf �� AII reMfordng bore ta be Grade 66. Earthquake SetemlC Zone C � ° Wtnd 9Q mph, 3 5ecand Cuet f �? All steei beoms shdi oonform to ASTM A892-50 5pecillcatiuns. i The foundatton desiqn for #his rosidenca is based upon an aeaumed bearfnq j; AA atad pietaa ond anqiea ahdi conform to ASTM A36 Speclftcatione. capactty of 1500 psf. A Ilcen�ad So4r Enqfnex ahdi be contacted durin� 1 excavaUon to (napect the aits ond confkm thet oondit(ans aro conslstent wfth thfs ! ;�� �be sted s:dumns ahdi conform to AST1A A500 Spectiicottone. ossumption. 1, j STONE CAP A � � 4x4xe" ANGLE , STONE IEQGER BUL.7 TO WALl. w/ n•� x 4' a� EXPANSIQN BOLTS STQNE CAP Q' 24" Q_C. sroNe vEriEeR • �5 m 18" 0.C. 4x4x�" ANG�E �jt5 m 12` O.0 � STQNE LEDt�R BOLT TO WAIL sw 2w W/ n"? x 4' EXPANSION 80LTS @ 24" O.C. 30 �j5 0� 12" O.C. �� L�� 15 �.— �5 O 7" O.C. 2' �^^ � � �a�'�� D.ri. 3a �S O 7" O.C. W //� 8 #5 CONT. J �J � �2� ti.Ci. r i 0 T 1' ( 8" C 3'-4" I 10" I 4' SECTION C NO SCALE _ Nt10x26 � � � „ , _ , � r EX1SWAt�.. � � ° ��,: „ -,� .- ' Sx3�tY4 ANGLE � ' ° 80TN 51DES ; t � ^�, t � •- 8 1 /g" � .. ^r i3'f1�— t r, ,; i � � � _. �3 r � q��„ . � � ° . �. 4—�" DIA. X 6" , ` . _ EXPANSION BOLTS r����■:� �- � : •' • -a•�- i2)- STONE CAP ,. . 2 �'i CONT. TQP dc BOT � �4 19 12" O.C. 2 % 24 � � Q � 2� Q.�i+ � „ . 2 �5 CONT. —•' R" 8� STONE VEMEER 4x4x8" ANGIE STONE IEDGER 641.T TO WAU. W/ Pf"? x 4' E�Ar�s�a� aa�rs _ 19 24" O.C. 0 � �• � a • -�•i• SECTION B NO SCAIE 4—ff`Yx6" St.EEVE ANGHORS INTO GROUTf'"' "'• . " ... ... .� . ... . . - 'tEAA ELEVATI ON 1 j4" KNIFE PLAI 2-6"Y ALLIHREAD 3/8" x 8" x 8" BASE PLATE i WE .,T , ...,.� ..,�DDI... SECTION DETAIL � NO SCALE DETAIL L No scn� /8" ? x 4" ws�oN eaTs T" l�.9. 0 4' Q.C. . • •� _ :. �y4 e� �e' a.c. -- �4 f1 24" O.C. ---' 18 �4 O 24" O.C. �--• 6 � 2 �5 C4NT. --� ( 8» . �- • -s- � ! ` W10sc22 BEAM � if" END CAP � 2—i"YX6" LAGS 4)-2x8 COL.UMN �ETAIL F� NO SCALE � STONE YENEER • ti 4" GRAVEI. �� , 18 ,� a � z� o.c. � 2 18 �. �,�- o.�. L--....�. s --,.... 2 �5 CONF,-�-� � . 2 �� 70P ��� �- jj4Q 6" O.C. . : 0 s '' �Y��M f' ��k w a � & " � � �;� ' ,x.r � � R C�ETAIL. I� NQ SGA�E `������ `��� �.��<� � '�W " '� ��-� ' � �� � �$��� ������ �.� � '��s : �,„ �„��� ?��" � ��������5�y�,���������' } � £ �'"� "i � °3 i y � ».R � � � � � ��� � � � � � � . . �..._�_. �_�...,.� ,�..a....�.-.,.Y ,�*�n:.�.�nraF.� � q r z, � p«� .�.,�„�.�.�,..,..,_ �,aa� ..�,,..�,-w..,,�., ..,.......,�.�.>. ,t,..,..,..�,.,.,-..-..,.>. �� � � ..a��+�,��. ._.� ..__'""___'_...... '""'" . 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