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HomeMy WebLinkAboutB07-0083 plans� , i �i � : i � ' ' : i � MATERIAL. SYI�I��C)�.�: ��IIII} ;�I_I�I� � .� I I I�I I Iwl I EARl'H �_.._-_ =.°=���`-j ��.rwc�oa ..� Q �. � �� PC�ROU� FILL/QRAINAGE ����5� �d�d �%fj�i�j�%��t STC�NE MASQNR�' � W{7QD-RC?UGH ii ii ii r ... : d� _ �� °. : STRUCTURAL CC?N�REfE ��'�-�-..� BLOCKING � CONGRETE MASOkVRY UNCT GYPSUtv1 BQARL� T�'!� • ��°•'!' �l!J' / / BATf INSUt.ATIQN R(GIL� INSULATIQN ........... STEELIMEi'AL AS 1�tC}TED i�ii�i��,i;�,i uEi�€�n�t�i;,mni �ARPEf � /�$.� � .,..._._�,_� BUILDING SEGT{U!N REF�RENCE 1 � A4.� � DEfAIL REFERENCE IY�if'nl'�� y� �UV�'4/� __` HEIGHT REFERENCE � REVISIC7N REFEREhlGE GR(D GRiD Bt1BBLE 't 4 A8.1 :� 2 3 INTERIOR ELEVATlt�N REFERENGE � DC3QR TAG � l;�.i�o . �. ELEVATIC7N REFEREI�CE � A4.00 DETAIL REFERENCE 1 A4.40 < SEGTlC7N REFERENCE •i• � _ •�r• w�� -- WALL TYPE REFERENCE � WINC}OW TAG �„�-,-�-.-�-��.� MATERiAL BREAK , _ _ . , ,� � • ABV ABQVE L LEt�GTH AFF ABOVE FINISNED FLC7C71� LDT LI�HT AND DRAPERY TROUGH AP AGCESS PANEL LT LIGHT TROUGH AC AC4US71CAL LTL LINTEL ADD ADDENDUM LVR LC.)UVER AC7J ADJACENT MH MANHQLE ALT ALTERNATE MFR MANUFACTURE (ERJ ALUM AI.UMINUM Mt? MAStJNRY t�PENINI> ARCH ARCH�fECT (URAL} MTL MEf'AL BSMT SASEMENT MAX MAXIMUM BRG BEARWG MECN MECHANIC (ALj BVL BEVELEL7 MC MEDiCiNE CABINEI` Bil' BiTUMlNUC7US MEM MEMB[�ANE SLK BLOCK � M MEI'ER (S) BLKG BLCICKING MM MlL�IMEFEt2 (Sj 801' BC}TT`QM , MW M1NiMUM BLDG BlltLDiI�G MIR MlRRCC:�R CP7 GARP�i' (ED} MISG MISGELLANEC7US GSMi CASEMENT tv1UL� MUL�iQN G CAULK (INGj NA7 NA`tURAL CLG CEILING NR NQISE REDUCTION CT GERAMIC TILE NOM NOMINA� CLR CLEAR NIC NOT !N CQNTRACT CC}L �QLUMN NTS NOT TC? SGALE CCJNC CUNCE2EfE C7PG 4PENING CNtU GQNCREfE MASONRY UNIT OPP OPPOSITE GfJNST CC?NSTRUCTION OPH t7PPC�SITE HAND Ct?NT CONTtNU(�US UH QVERHEAD CJT CONTRCJL JOINT PR PA1R CPR CQPPER PK PAi�KING CUST CUSTC�M PVtvtT PAVEMENT DT DRAPERY TR(JUGH PL PLASTfC LAMiNATE DTL DEfAIL PT POINT DIM DIt�t1EN510N PSF PC}UNDS PER SQUARE FOC}T DR DC?QR PSI PC?UNDS PER SG2UARE INCH RRW L;RAWlNG PL PRQPERTY L1NE DF �RINKING FflUNTAIN QT QUARRY T1LE ELEC ELEGTRIG (Al.j REF REFERENCE EL E[.EVATICaN (Sj REF REFRIGERATC3R ELEV ELEVATOR RElN REWFCaRCE (D), (ENG} EQ EG2UAL REQ REQUIRED DtH EXHA�JSi RES RESILIEN7 EXTG EXISTING REV REYISIC3N (Dj. (INC) EXT EXTERIOR REV R�VERSE FQC FACE C?F GQNGREfE RH RiGHT HAND F4�F FACE QF F1NI5H R RISER �OM FACE OF MASQNRY R&S RC?� AND �HELF FC7S FACE lJF SiU[7S RD ROC?F DRAIN FIN FINiSH (EDJ RDT [2EGESSED D[2APERY TRACK FFE FIN[SHED FLC7tJR ELEVAi1C7N RFG RQOFI�IG FE FCRE EXTINGUISHER RN1 RUC�M FDC F([2E DEPARTMENT CC7NNECTIC7N RC7 RC7UGH 4P�NING FHC FIRE HOSE CC}NNEGTit�N RIS RC?UGH SAWN FEC FIRE EXTINGUISHER GABWEi S SEALANT (EXTERIORj FP FII�EPLACE SHTG �HEA7HING FPS FIREPROOF{NG, SPRAYED SHH SNC�WER HEAL7 FLG FLASHING SNG SHQWER CONTRQLS FLR FLQC?R (INGj SM SHEEt lalEfAL FC} FLC7UR DRAIN SIM SIMILAR FfG FC7QTING SC SOLID Gt7RE �r�� �aur�oa�r�or� sP�c s������c��ro� is� FBC? FURNISNED BY OTHERS SQ SG2UARE FPHB FREEZE PRf�C�F HC7SE Bl6 STD STANDARL FUR FURRED (!h!G) S7 STAIN GA GAGE, GAUGE STC. STEEL • GAIV GALVANIZED SD STC7RM C}RAIN � G� GENEIZAL C�?NTRACT (C?R) STR SfiRI�CTURAL ° GL GLASS, GLAiING TEL TELEPHC�NE GYP GYPSUM BOARD N TELEVIS(ON HB HC}SE BIB THR THRESHOLD HDW HARC�WARE T$rG TC7NGUE AND GRC7tJVE HDR HEA�ER TQS TOP QF SLAB Hi� HEATING TQS TQP OF STEEL HVAC HEATINGlVENT1LATING/AC TU1N TC�P UF WALL HT HEIGNT TB TOWEL BAR HC Ht�lLC?W CQRE TR TRAh�SQM HM HOLLOW MEfAL T TREAD Ht�R H�RIZC}NTAL 1'YP TYPICAL HWH HQT WA7ER NEATER UNO UNLESS NC}TED OTHERWlSE WCL iNC�u�� �a�, pN�) v� VAPdR BARRIER ID INS(DE DIAMEfER VIF VER(FY W FIEI.D IBC INSTALLED BY CCJNTRAGTC7R VERT VERTICAL IB�3 W57ALLE[7 BY QWNER VCT VINYL G�MPC7S{T(C)N INS INSULATE (D), {(ONj WC WATER CLUSEC !NT INTERI�7R WP WATER PROOFING JC JANITC)12'S CLOSEf WWF WEL�ED WlRE FABRIC KIT KiTCHEN W WIDTH, WIDE �AM LAMINATE (D) WC}W WINDC?W LAV LAVATt�RY WU WITMC7UT �H L�Ff HAND �� W��d r � � 01 Dt7 NOT SCALE DRAWINGS p2 VERIFY ALL DIMENSIONS, CC.�NQITIONS AND U7ILITY L{�CATlQNS C?N THE JOB SfTE PRIQR 7C3 BEGINNING ANY WQRK OR URDERING ANY MATERIAk�S. nQTIFY ARGHITECT C?F ANY GQNFLICTS dR QISCREPANCIES {N THE DOCUMENTS IMMEDIA7ELY. 03 AR�AS OF CUNFLICTS C7R DISCREPANGIES MUST BE FULLY RESt3LVED WlTH WRIITEN APPRQYAL. FROM THE ARCHffECT BEFORE CONSTRUCTIC�N CIJNTlNUES IN THOSE AREAS. 04 PlAN DIMENSiC7NS ARE TC� FACE pF STUD OR fACE UF CC�hiCREiE, UNLESS t7T!-�ERWISE NQTED. SECTlQN AND ELEVATIQN DlMENStONS ARE T4 TC?P OF CONCREfE, TC}P (�F PLYWQOD, OR TC?P {>F WALL PLATES C7R BEAMS UhllESS 07HERWISE NCJTED. 05 PROVIDE ALL NEGESSARY SLC7GKING IN STUD WAL�S AND CEILINGS, LUCATCQNS lNGLUQE BUT ARE NC1T LIMITEC► TC7 CEILIN� AND WALL MC7UNTED FIXTURES, T(JfLE(S, TOILEf ACCES�ORIES, CABWETRY, CC}UNTERTOPS, SHELVES AND CLCJSEf RODS. O6 C� QENOTES QQC?RS. REFER TQ FLOC?R PLANS FOR l.4CAT14NS, REFER TO DQQR SCHEDULE FC7R DU�R TYPES. 07 � f�ENOTES W1NDC?WS. REFER TO WINDOWS AND FLGQR PLANS FC?R LdCATIONS. REFER 7C3 WINpCJW SCNEDULE FOR WINDC}W TYPES. Q8 COC�RDWAfiE ALL ELEGTRICAL AND tv1ECHANICAL FiXTURES TC7 �[T WITHIN CEIl.ING, FLO(�R AND WALLS SPACES. VERIFY LC?CAT[C3NS WITH ARCHITECT. 09 W TNE EVEN7 TFtAT ADDITfONAL DETAILS OR GUIDANCE IS NEEDED BY TNE CONTRACTOR FC7R CONSTRUCTIQN C}F ANY ASPEGTS tJF TNIS PRQJECT, THE C�}}NTRAGTC7R SHA�� iMMEDIATELY NOTIFY THE ARCHITECT. 10 THE GC.�NTRACTOt2 SHALL BE RESPCINSIBLE fC?R �ATISFYfNG ALt APPLIGAB�E CC7DE5 AND �BTAlNING ALL PERMCTS ANQ REQUIRED APPRQVALS. TH1S PRC7JECT !� GOVERNED BY THE fNTERNATIONAL BUfli�ING CC?DE, 2003 EDITIC?h1. GODE COMPl.IANCE IS MANDAT{�RY. THE GONSTRUCTIC�N DOCUMENTS SHALL NOT PERMfF WQRK THAT C��ES NOT CUNFC3RM TC3 ALL REIEVAt�T CODES iNC�UDING IBC AND A�� LOCAL AND REGIC7NAL CQ[?ES. i 1 1'HE CQNTRAGTOR SHALL FIELD C40RDINATE AND O�TA{N APPRQVAL FROM THE ARGHITECT & ENGiNEER BEFORE ANY GUiT1NG, NtJJTCHiNG C>R L7[21LL1NG {7F ANY CAST-IN-PLACE CONCRETE, S?EEL FRAMING, UR ANY C�THER STRUCTURAL Ek.EMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRfiTY C7F THE BUiLDING. 12 TME C4NTRACTC}E2 SHAL� VERIFY ALL EXiSTING GRADES AND STAK� C7UT THE BUILDING FQ(JTPRlNT FOR OWNER AND ARCHITECT APPRC?VAL PRICJR TO BEGWNING ANY 51TE WC�RK. 13 IT IS 7HE INTENT AND MEANING C7F THESE DC3CUMENTS THAT THE CON7RACTOR ANC} EACN SUBCONTRACT�R PRC7VlDE AL� LABOR, MATERIALS, TRANSPORTA714t�, SUPPLIES, EQUIt'MENT, EfC. TC? OBTAIN A CCJMPLEfE JdB WITNIN THE RECOGN{ZER STANdARDS UF THE INDUSTRY. 14 AI.L BUII.C}INGS TC.� FIT WITHIN PROPERTY LINES WITHOUT CROSS(NG EASEMENTS C3R SEi�ACK�. NQTIFY ARCHlTECT UF ARIY DISCREPAhJCIES. 15 PRt�VIDE ACCESS PANEL TCi MOTC}R F�R AI.L WHIRLPOOL-TYPE TUBS. COQRDINATE ACCESS LC3CATIC�NS WITH INTERIOR DESIGNER ANL? ARCHI7ECT TQ PROVIDE lNCONSPICUC?US LOCATIQN. ,� � � ' � � �� � r � � • � � 1 1 � " i'� r i ' • ! � ` • � i • . � w , r � � � � y � � � � � A . � _ � � � . � , - - . a ' � � o ♦ � i � � r r � . � � . � � r s r � � a � � � � � i � i ♦ s � 1 . r . � , � • . . � � • ' � i . . . . . . 1 1 � � . • . . - � � . .. - r � • � 1 / • � . M A � IR , . e � � � � � �• r � � � � M i � � . � � � � � , . � � � • � , , � . � � � � . � � • � • , a �,• , i , � •� • i ` ' � . � . � � r � 1 � � � # ° � � ! � • � • � � , • � a t s a � � � � � � � � � � � • � • n ♦ �' � � � � ~ � � 1 • • ' • � • DRAVIIING INDEX: MECH/PLUMBING I�UTE: MECHA�lICAL ANQ PLUMBING D�SIGN TO BE „DESIGN/BUiLD" BY C(JNTRACTUR'S SUBCCJNTRAGTC3RS. SUBC4NTRp.CTQRS TO PULL PERIutIT� FQR THEIR PORTIO�1 C7F THE WORI�. SPRlNKLER SUBCONTRACTQR TC� FROVIDE PLAI�S F(�R LAYOUT APPRCJVAL 8Y ARGHITECT. � �: , �. � � � � 1' �', � , �,e�� � � `� � ��� � � � �� � � �a �'s .r ���'�' ������� �.+k.. , �.z x s�,�a�d`� ��*�� �����''i,�� ^� . � n u� t,�' qt � ��i'% �- tt,��.���uw>�.������,-�,�-���., > � , , < -� � �� � �.�� n., , �.v w � . �,.t. � d �:.:� .� APPLI�ANT: PEfE AND GARC7L PATTlSUN 51 �b Siack Gore Drive Vail, C(J 81657 ARCHITE�T: SUMAN ARGHITECTS 143 EAST MEAD�JJW DRIVE surr� � VAIL, GC?I.C)RADC> 81 b�7 470.479.75t�2 970.479.7"S11 FAX 7t�DD BIEKKQLA EMAIL: tacld@sumanarchitecfis,com L.AN[3�CAPE AR�H1�'��T Calorado Land Arf Studio PC7 Bax 22a7 Eagle. CC? 81 b31 {970) 37b 2977 PH (970) 328-194� �AX CRISTlAN BASSC? EMA11.: coloradalandartstudio@msn,ccsm �� Y �� G�V�������� P�AK tAND CfJiriSULTANTS,IN�, 1 tNJQ Lians Ridge Laap V�til, CC� 81 b57 (970) 4Tb-8644 PH (97Q) 476-$616 FAX JCJDY KENNEDY EMAIL: jody@peaklrand.nefi �C�NT�;ACTC�R: C MASi'IFF 1�EV�LC3PM�NT. INC. P.Q. Box 2096 EDWARDS, CC7 81632 97(}.390.5827 PH 970.926,8726 FAX RCkN AMASS EMA1l.; Ron@mastiffdevelo{ament.cr�m n�., � 1 ��� 1 ���►/`�� G�����G���� �TRUC7IJRAL DESIGN SC7LU71C7NS, WC. P.tJ. Bax 2494 Avon. CCJ 81 b20 970944,7100 PH 970.949.3377 FAX TYLER ALDRIGH �� � EMAIL: SC75Tyler@c�nturytei,n�t PRC3JECT �UM�ARY: �� � Gc�cle: Internafiicsnal Residen#icrl Code 2003 C)ccUpancy: C7ne-Family Dweliing Separations: 1 Nour (resldencelgara�e) l Nour (residencelmechanicalj �OPY RIGH1' RES�RI/AT�tJN 7he drawings, specific�#ions and other dc�cuments prepared by the Archit�ct (Michae! Sumt�n Architecfi, LLC) far this praject are instruments of the Architect's serv'�ce for use sol�ly w`rth re�p�ct �� #his Proj��fi and. unless atherwise provided in writ�r�g. $fihe Architecf shall be deemed the soi� and �xciusive aut�ior of fhese dacuments and shali re#ain, without limitation, al1 comman law, stafutory and other reversed rights, includin� the capyright hereof. No persc�n, whefher having come ri�htly into possessic�n herec�f or otherwise, shall empl�y fihe$e �iocumenfis on any ather project, nor for additions to this Project nor fior the cc�rnpletion of this Proj�ct by ofhers, unl�ss with th� prior express wriften consent of fihe Ar�hitect and up4n apprnpriate crampensatian to the Archrte�t in an amount and kir�d s�tisfacfiory to the Arch�tect. The Arck�it�ct expressly elaims all praprietary righfis in the material which is issued ir� confic#ence #or design and/c�r construction purposes af this Project as nc�ted, ihese mr�fierials may nof be �opied, madified, nar employed in any way withaut fihe specific pr�c�r wrift�n �onsen# and permissi�n of fhe Archifiecfi. Q2006 Michael Suman Architecf, LLC. Ail rights reserved. 1 � ��� ��� � � ,�. _ °�� -� �" ' � tL�33 �`$ � � � ���` � � � � ���� � � � � � :��"4 � ��`�.�, ����� � ��� � �� . � � � � °� i'� � � ��ooca ��� a� �. � ,., ;_. :�' c� � . • � ` o� � � . . � � � . i � � s R! �rt � . �,�� f! �SSU�D F(1Rb � � � 11�TE. DEStGN REVlEW �1.27.� PERMIT �.02,20D7 ; ,- �■ ii�=� ■r■ pROJECT #' 611� 3HEE7'TTflE: CCJI/ERSHEET � `� �! � � � � �►- " ��: �2 <'�►. ,� " , , . � z�' � � I� I , � �g . ��� ��.. �k-. �: �_ , _. �. .: _, ,. .ti � _ � � � � � ��� �'j YVI � �i�EI� �M, B � 2" �F� �A A��N�R `1� ��i���1�� �1� I C�{�L �I i.�� F�E�J �� ���TI �!� NC�T T� ��A�E � � � � . � � � � � ��1J VY � P � � Q Q � C� q � .. � � ,� �i� Q r � � i �' ,� � ' a � T� E L c� R----� WC�(�D PQST EXTI�A STREN�TN F�IL.TER F�ABRIC �EEaED WITNt�UT WIR� M��N �UPF'C�RT---�. F�QR A�DITfUNA� STf�E1��TN FI �TER FABF�1 C M ATERI A�. C��I BE ATTA�NED T� A �—���JGN (MAXe� M�S�I UVIRE �CREEf� WNICN NA� BEE�I FA�TE�1�D TC� TNE P(��T� � �I��� I.� � � t�.. � � -�- --' �-__-�__�-_---__ �LC��iV .�. �-�-- ��L'K`�,.��� �_" �,�����f���� , � �� � ', � � � � � . � � �i . � � � ' i , �� . � i , � � � ' ��J,,r��,,���,�����,�,� 1 Q FT, MA�C, �PACI � WlTH WIRE �UPP�RT FE�l�� ��s�'�,��,.�.r�..`�� � FT. MA�C. �P�C�IN� WITNC��JT WII�E �UPP�I�T F����� '�► �; � � �I / �, ,f � � I � � ♦ � � � � . R � � � 7 '� A � M � � t � � f � x i� � f � � � � I 1 .: � � j � � � � � �� �. . ~� � � / .1 � ♦ ! ! � "� � � .. ./ • E � } Mr w .� ,� . � Yr . � � � � � � � 4 AI� � � L / � � � � 1R / � i I % � � M iM /' � a !+ p' � A► r� � i4 r� � r � r ., � , ., , 't � � . 1 M' �AM �,� � ._a ��/1 F w � � � � � � � ! # � ��! MM M► 1 � � � � � ! 4 � � � IM � � � 4 � � � . /I � � ,f NI ,y � # � � � M' � � � � � � x � j 1 � � � s � � � '� � . . � '� � � � � � � � � � . � � � � � '� # '� � � � .� A .N Ai .�I � � 1IM* � � rr' �r r � �Mr�ar r � �. ...,,y:.•.. � •� M ' .w► � �r►, . � � � � � 1� M � � .� r � � � . . � .. * y • ��, tl . � � \ � *� � � w� • . y �„ �. . r ..>o � ,� �. .- � , .. . . ., k� � � � � * � • • ♦� i� � f* # i F � rt� � i R � �r « '� � � . . r r �► �r J'. ,' _ •i � . . "li! �! I r+pl��i������t.lrl ��'IkT�.)i sx��`r C�- � � 0 .-, � �,; c.Y ... ry: _ cr} r� ` 4 � � � � � � 3 a � � � �, �' s � N � � � az � a i ri: GR,APHIC SCALE 10 Q 5 14 2Q ( IN FE�T ) 1 inch = 10 ft. CLtFF fCHUT�' „KING ART� �HUtE" C� 'EAK LANQ CONSULTAN� �,� IN�c PEAK LAND SURVEYINC�; I� NC� 970--476-864��;r F�X 97G 476-8616 1000 UON'S Ri� ^�LO(7P VAlL„ .CO $tfr57 i��� VI E WS K ,N �N� ���� ��� VALI.EY '---M .QU�A1N A�'AK , � / / � r ssso.a` � TELEPN PEDAST GAB�E T.V.----._ � RISER V�_- �` , �. � �� � 8578.7' .� s rr�� � i �, ,,.- ,�- ,.�- . .� '� EDGE OF PAVEMENT ----,.� r � / � r r � $580.5' � ' i r i � r � f , . r � t 8581,8` � --._-----_.. � Cable T.V, , D:�.�,.. �"""0�-17'i - % � � wv � � -� ►,�1 ��,N�ERAL NOT�S: ' ' 1 DATE qF TOP�JGRAPHY; JUL.Y 2$, 2000, P,DDITONAI. 1NFORMATION OCTCiBER 13; 2006. 2 PEAK LAND SURVEYING, INC. D1D NOT PERFORM A TITl.E SEARCM OF THE SUBJECT PROPERTY T4 ESTABLISH OWNEF�SHIP, EASEMENTS OR RIGI-{TS—OF�WAY OF' RECORD. REGORD DOCUMENTS U7ILIZED IN THIS TOPOGRAPHIC MAP WERE PR4VIDED BY �ANQ TIT�E GUARANTEE COMPANY, ORC��R NC}. GTET2624�3,'DATED JULY 28, 2QQ0, AT 5:00 P.M.. 3 BASIS OF ELEVATIONS: SEWER MtANHOLE 036, �OC�TED IN THE NORTHEAST CORNER OF �4T 6, BLQCK 1. RIM ELEVATIpN = 8583.0', INVERT ELEVATION'�= 8578.2' (SEE DRAWIh1G), 4 NQTICE: ACC(7RDING TO COLbRADQ �AW YpU MUST COMMENCE At�Y �EGA� ACTION. BASED . UPQN ANY DEFECT !N 7HIS SURVEY WITHIN `fHREE YEARS A�TER 1'OU FIRST DISCC3VER SUCH DE�"ECfi. IN NO EVENT, MAY ANl( ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE GOMMENCED MORE THAN TEN YEARS FROM TFIE dATE OF CERTIFICATION SF-10WN HEREON, �� SURVE`fOR'S CERTIFICATE f, Bi�ENT BIGGS, A PROFESSIONAL LAND SURVEY4R REGISTERED UNDER THE LAWS OF TNE STATE 4F COLi7RADQ, DO HEREBY CERT{FY THAT 7HI5 7QP�GRAPHIC MAP WAS MApE BY ME AND UNDER MY SUPERViSION, AND 7HAT THE MAP IS AG�URATE ANQ� CORRECT TO THE BEST OF MY KNQWL�DGE. , �. . ' [3ATE; � .�> a�<���` ��• `�•�. ° � � ____ _____ BRENT BIGGS �__....__ _ { � ; , COLORADO P.L.S. 2759$ � `°" , �. �g� _--� -, F'OR & ON BENA�F OF = `�" � �� � i�� � �ry ,r PEAK I�AND SURVEYING, INC. ��, � '� +�j` ,�{ � ° � � � �� � °� � r� � '��`c.�r ar�sc�..v� �h j p r�.� � . - - . � , : . . `ri'�j�1�b LF';�'�.<,.. - . � RIDGE (ELEV.�� = 86'11.9'} - RQOF OVERHANG {ELEV. = 8601.2'} �9s.�`} LEGEND 2L� UTIUTY P.OLE �, SEWER Ct,EANOUT � �� GAS AN[? WA'TER VALVES "�" SIGNAGE • � FIRE HYDRANT � ' �AMP F?t?ST � . '�1� S�� PHQNE, STORM SEW., SAN. SEW.; AND ELEC. NIANNOLES '� CURB' STOPJWATER SHllT OFF VALVE f �[�l T,V., PHONE« AND E�ECTRIC .PEDESTALS : �'��,.�..,""�`- IN�ICATES A RAIL RQAD' TIE WA�L • �`"�,��,;� INL�ICATES A R4CK WALL/FLAG5TONE {WALK, PATlO) .` ';� INDIGATES CC7NCRETE WALLS, WALKS, OR PAT1C}S %��`r x,x^ IND►�ASES AN EVERGREEN TREE AND ITS TRUNK DIAMETER (LARGER TREES,TO 5CALE} ' , x.x' IN[}ICATES A DECIDUOUS TREE � AND ITS TRUNK DIAMETER (LARGER TR6ES TO SCAl.E} ---- ' EASEMENT ` � FENCE BUILDING ENVE�OPE/SETSACK � . ..� � f .�._._._._._:_ DECK j.CANTILEVER °- — -- — -- -- -- � ERGE OF ASPHALTj[�R3VEWAY ' — . . --. : � . '', DRAINAGE FLC?W LINE . 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'`• T�iT� F�D�}�?'-C i.11�K vCR`� D�'� V�= �, S �' 06 3" \� fi� . � � . � ��' --� ' � �, �'�'�'i � _�� �y CJT � � �'T f� � r. ��SF,�[� C's' \ � ��Y C �✓ T ���f \ � J / �C;�. �\I� 1 `..:?� , . �(/(j l �,,- LnS � t ,V t \ f �_.. 4 Vr' [ _ { 1 � '�.J t�Y��ft � .�, ./ U �, ��� � 5. ;� f � � ? = i._ ; 1 `i �7 i V \� � � � f'J � v. � , �� '}' C���' ' �� �. S, ��� �i �� h ;�' --� . \ � �� � . �6 .l . �, `. � �. i�' ,� r�� � �, � . ` 9, � � � �� 1 �0 � , �. j�' `\ � � — t � �- � __ . __ . . _ , . � _ � �- � G't �.4EL��L ivC)?F S: 1 flA i E OF ��OPt��F�APE�Y: �1��C Y 2�3> 200C�. 2 r'?�AK �AjUD Si�#?�1E:YiilCJ, !"v�. E�!D R10i F�ERFORWS A?2Tv�: St=.Ai�C�i ,JF �t;� SvF3JE:i.1� `s'`ZOPER?Y 10 ESt��3�_ISI-( ��NN`t:.R`,`�-IIP, �f�SE�v3Ei�iS OR R!Gfi;`� _�� __;,�,�r\Y ;r �� .CO�'7. R�CORD �OCU�viEi�lTS U1I�iZvD 'si�l Tf-13S 7�F'OC�i��1�I-+IC Eu'<a�' 4ti�F?Ew {'�l :Vi(JFe�`� E3Y i_ ;ti[7 siTLF GJ/�C2A(tiT�E CC���'ANY, 0,}2i�Et2 fUO. CiF �2E�24:S3, l�x11���J JULY ?�, 20�C?, A i 5: �0 s�.M.. 3 BAS1S OF E"EV�\TiO�S: S��Ids:i� 1�1;aR4i-'Oi_E �36, ,.00AIEC�� �,�� ���?:: ,�Cii�?E,E,�AST CC;Ri�E� �;� �o� �, a�r�e� �. i3i�A ELEV�iTiC?�.` � 8583.0`, (�iV�R� ELEV�TION -- 8579.2�- 4 ��OT�/C�r���.-y�� 'i/� �^. [�n ("�(�/�{,yI �//� p/t� {'�!}S�n (n A� f /�`( A���) q r �1,��Vf\t1�iVlx ttl t�.n���s\i^4lJV LYRYY i Vij IVIiJ�� i.�tJtY(�E._ Y�;:_ +ilY,i �.,�' iJh1t. i�'v I;�iV L1f�:[�i �'i L UPOI� AN" [�Er �"CT� I,+�' TEdIS SURVC`�' 4NITd-;IN ��REt Y�-��Z� f��"��r2 YC�J r'kSi D'SCOVut� SUCF' L?E�ECT. i1 �10 � J�Nr, 3�iA`' A�Y Au EfOf� G;5�� l�(��N A�Y �FFECT ';N 7HIS SUt�'VEY Bc �;C}�fME:i�i��D '�?�JRE i;-�AN 1E,U "�A2� f�2i��i/i iE-ic DA;E_ C?F C�Ri�F�lCAT{0�1 SHC�VVN �'iERrC7N. S�,�RVE �'OR'S C�.R1lF;CA �F !, F3REi�(T �fGGS, A('�O�ESSiONt�L LA�G S�J�'�fFYfl� i2E�Gl`�4�f�r"_C? UN[�� r� iE�� LA'JVS JF ?�Ht STfi iF,� 0� COLC�RAQC, DC� NERF�3�' C�RTi� Y�WP�T i�{t�� �Oi'C?G�f�P��IL ��AP t�t�1S i�;l�s7E dY �/�E AND U.�+DE� f��Y S�'PEF?VtSitJ�, x�Nu CNt��T ��-iE ?v�A� fS !�CC,�;RA"E_ f�N'� CC�RRECT �0 TNE E3EST GF �iY KNOW�EBGE_. i�ASE_: - ----- -- ---- �F'E�v � ��GGS--- ------- __ ___-- �(''(C}?L�?�q2,A�J-}�JR F' �.�n {-275�8 1 SJ� CK 1.7tW� E��_!"��'M1LI' ��� i���� �ta�o ���v� �r�S�rV, �sw�. ..�. . . EXISTING STRUCTURE TO BE REM4VED (REFER T4 ARCHITECT) � r � i � � � . l/ � _ s o � � � i ° � � � � � j � �- ' ' •"i ' `' •' ' • ' S 1• ' � :' ' : i. � � � r �r •• � ,.. �� � r._ € .. '� . s. .;��*� ������ f' E � � �'` �, _ r,. � �.,. � �' � ��:,� � € �.:�� ��� ��*� . n • .,. .�.�, «..�. �. �«�a:..�o _�::::�� y t ��/ 5 ..�. ` 5i' � av,.,� � *✓'" - �.. <a �� �� �� � � � �`< • � � • . . .. �; ., � r � • � • r • • • .• � • . . • � . � . . : . � , „ . . w . . ! . ' . • . � � � � � �� � � • � o � ��V C1! � � � � b+Qi C � ������ � � � O o.�� � � � � s '�-r� w � � � „ � � ��� � ��� o > c � � M �1I1 � � � � # pATE DESCRIPTION DECEMBER 15, �QQ6 REV: REV: MAf�CH 23, 2t�07 �ssuE MAR�H �3 Z007 DATE: � ORAWI�: REVIEWED: LEGAL DESCR{PTION; S I Ob BLACK GO�RE DRIYE va�� M���ows - ������ �o. � T�WN QF VAIL EAGL� COUNTY, C�I.ORAD4 PRO�ECT NUM. II-274b � � � � �H��T �����R � �� � � � CO��RA00 LANp Af2T STUDIC7 iNC., 200T __ _ _ _ _ _ _ _ _ 3 '`o # ; ? � � � � � EXISTING CAE � i � EXISTING TEL � � Na-rES: � . PlAN TU BE �� � 2. EROSION C CIVl� ENG. � � � 5' UTILiTY AN[ � 2" lNVERT F4f �NQWMELTE[ SEPARATE ZC � � � � EXISTfNG EDG EXISTlNG FLO PR4POSEQ SI PR4PUSED DI � �RUSH L.INE ' � � EXISTlNG TEL EX{ST[NG CAE f PROPERTY LIl � � � EXiSTING 5" DI # � PR4P4SED Cl � , (2) PARKiNG S ; � # ENTRY CQUR' _ � y" ST4NE BI�t�Gh Y CMU BI�QCK R PR4POSED Pf PROPQSED SE f PRC?PQSED DI � �� � ' �EXISTIN� BR� � � EXISTING SPR BASE ELEVAT TQP OF TREE � � � � � cn�u B�ocK R 0 � � � 8580.5 + 8se� PL�4Y A�.EAJMEADtJW EDGE- CRCaSS �EGTIQN �QtJ1�ING NQRT�-EAST �� A SCALE: � ��,� _ � �_o�� � ; � }: o 0 o O 0 � Y � ' (� .a ,�T�ii73i7 '��iI:Zc3s1�C+����'l:al � � r � � r . � • � r , � � . , tQPC7SED MEADQW �VEGETA710N (TU MATCH CISTING AND ADJACENT :.ADC}W SPEClES) ,�-� r - , � • • • � s � � `., 11� � - �r • • • �-r � i w r • s ° .r -� - •� • . � � • u ii� � • � �' �� '•'• i :' � • :- � : . -• :� �� � N• : , �. � • E � , , � ♦ 1 , • f"Y EASEMENT �TYP.} • i � �:i • s . . . .- . � � ' % � � � : s = • a : + � • • `� � r . �.� .,. ;' i� � i Is • � •r � • '• i � • i : �� � +� r r r +� • � . � • � �-. . . � � PROP4SED �NRUB (RED TWIG DOGWOOD B&B 4'} r: { - �k°-,ry �, �°°°� � �, , ��* � s � � s + € ,_� PROPOSED NATIVE AL.PINE PERENNIA�S (#1} � � k ��� ° � �� � rc. �. , . . ,� �� � .�� � � PRQPC}SED GRASSE� (WHEATGRASS #5) � � �•� (�. � s., _ �..... ,.�-.�. . ,. ...�.�-.,� ..., � �..,..�, _etx T a � �� ti. . �� _ _. ��,�,��__.�..�..��.�., � i Vii: � ' ' � • � w . . - .•. . . . . � .. � - . � - : �� �� .- � . r � � � w � H � .� "'� H � �� .O � u a � � � � � rnm� a � �� � :� x �; �o � ��# tJ � ��'t t,�,,} � ,N � y� Q � oo�'� L � V � � t�% Ri � d N — �s U � ~ ~ a c'�0 A i- � � � �. Q ^ � U i� �� �,�„� J � J � � � � � � � � • ....■ � � � > �'`� � °� � a "� �iii� � s o � �� � � � �� � w �� •� o � � +c> � a• � �^ :� o ;... � � �"" � i rrnr� .,�,,,.,� `�..rri � i�.i.�� .� DATE OESCRIPTION � , ��� � � : • t /i. i : " li« REV: �5��� MARCH 23, �007 DATE: DRAWN. REV(EWEQ: L�GAL DESCRlPTfON: 5106 BIACK GORE DRIVE YAIC MEADOWS - FILING �iQ. I LUT 1-.26T ACRES, 1 I�b 10.2 SF TOWN OF VAIL � EAGLE COUNTY, COLORADQ �Ra��c�r �uM: � �-���� SITE PLAN SHEET NUMBER 2 flF 3 - Q CQLORADO UWO AR7 SiU014 INC.. 20q7 �;, '. i �: `� , �;> r.� �1 NC?i�5: t�"e� �iN.l. *�Ap SAN� �I.Atiti� f0 �iNi5f�7 G'�'A"'i� AS !t RU� T`0 ��VIOUS G2A?� NO�: G!JY 1MK�5 �G7u��p {�l.Y OV t�'"ce5 QV�� �M N`ia�1 10 #�� , ' r. -� i s r � l f"`�1��Z5�-LV-"� �VJt51f,�:17 `.�3G1?R� i a , 3 , fr � ��� F---.._�1 � i � � ~� -�-_- --;� At�� SfAK: � � j =� � _-+. � .`f'1 N !, NS � .. , � � 1 � �I,"'�_ "+'� �/ l.i�.!G;4��/11����t,�,f� , � �i.�1��i i�{�X � /' I! ..{ i k a i�€ 4 i, S ---3 ��:_ i F i--i i k-: '; : E�d SGAA�1�Y f0 EQC7 MM �Pil' AAi� �COA1C"AL' ssti�s ro �x��J 500 MM a x ao�ru. ��. i, cpT{N I�JGi5ti�3:.�r 5J3G� s �• - � � 4C� i r0 SC�,i..c EX15i i�!G 3-�° ��.7E�#? tflP��./G�GAV;G t��X r `:�1'J t `.'�� S�'GG!'K;A110'�!i 5) �� Gt�YS A� boAV� � t� :�: � `� F � � � � � � ` � , 1� � _ ; � �� � � �� 4t ;� i �:;� I�� !_I-- �� � -� � s`_�� i iE � , _��� -�;1 E �a r tf_ �!-if! ! ��� � I; ��3i___i<< �.,.,�, 1-;- sr �oT rc; sca�_r. N�JT� S: i�V�R CU" I-�/��5 57AK� 3 I,A�ST 5?�NS, IP t�� �ws �tr� s�y 3 ����s i�E� `.�iN.l. I3EAl' SAM� k'�I.A�1CJ�! i 0 �IU;�n Gi2A� A5 (i ODK� t0 I'�V;OUS C�"�' � SEt f�� STAK�S �1211CN. AN17 AT SAM,� 1�i�It. �: SSA�S �QIa1�l? CJ\U.Y � ��s av�� �r� �!� 5E i S?AY5 A3Ul� "r �5T I3?M�l�S, 5�� GErA�. A6� `f'� 51'AK�S AS S�CI�I�CI K''cMCiUE C�Ii3.An �ROM SGP i/ 3 iY 3ALL I�I,ANi1�a MiX 1 ;CA2fPY SQ i0Q MM k7�F'iN �r� �co�racr �rr�s ra �x-��a �r� �rn ��ow 3 StRK�S P�� 1�� MAX. M'60N 5i�'A" a ° e 0 \"v � �J ;�=i €�=i I I�I I i�;' ,��� i �t 2 X �OOfDA.(. GiA, �il:wli�ihti/�ilhl MULTI-STEMMED TREE PLANTING ��a-� �� s�A(_� LANDSCAPE NQ7ES : 1. t�andscape Gantractor shall receiva site within 1"-2" of praposed fina! grade. 2. Shrub beds : Reference specifications and details for planting requirements, materiais, and execution, including piani pit dimensions and backfill requirements. Shrub and ground covers are to be triangularly spaced (per plans and plant lists}. Rivarson 118" x 4" steel edging {dark green) shall be installed to separate all beds fram turf areas. Backfiil all shrub pits with specified planfing mix. 3. ?rse pianting : Reference specifications and details far p{anting requirements, materials, and execution, including staking methods, p(ant pit dirr�ensi�ns, and backfill requirements. Guy all trees 3" caliper and greater, and stake all trees smaller than 4" caliper unless machine transplanted. Backfill all tree pits with specifi�d pianting mix. 4. Trees shal{ be located a minimum of 5' - 0," fram walls, overheads, walks, edging, curbs, and ather trees within fhe project. (f canflicts arise between size and areas and the p(ans, the Contractor is tr� contact the Landscape Architect far resolution. Faifure ta make confliets known to the Landscape Archi#ect may result in Contractar`s Liability to relocate materials. 5. all plant materia! shall be approved by the Landscape Architect pr'EOr ta instal{ation. Final locatian of aN plant material sha11 be subject to the appraval of the Landscape Architect. Gontractor sha11 na�ify the Landscape Architect 48 haurs priar to cammencemenet of work to coordinate project inspec�ion schedules. 6. Lawn installation : Prior #o application of sod, Cantractor shall scarify existing soil to the specified depths, final dress with'/z' to 1" bank sand and remave �II lumps, clads, trash, and sticks greater than 1". Spray recommended mixture of (MAGE and ROUND-UR pre-emergent herbicide far preven#ion of Nutgrass and weed grawkh 2 weeks prior to lawn application. Fine grade to prcavide positive drainage and smaoth fawn areas. Contractar shall cut swales as necessary ta prevent ponding of water. Finished grade of lawn and pianting bed areas ta be a minimum of'/z" belaw finished grade af adjacenf pavements. ?. Irrigation: Contractor shall provide Landscape Architecf with a ledgible "as builY' drawing ofi approved irrigatian system. Landscape Architect to apprav� irrigation design prior ta instalfation. Gontractor must contac# Landscape Architect ta set up approval meeting 8. Maintenance : Maintain lawn areas, including watering, mowing, rolling, weeding, and application of appropriate ins�cticides, herbicides, fungicides, and reseeding, plugging, or sodding per plan until a full and uniform stand of specified grass is established. Mow lawns ance grawth has reached 3" in height. Glip to 2" in height. Mow weekly #o maintain the 2"' height untii finaf acceptance, repair, regrade, and/or ressed washed-out ar bare areas. 9. Acceptance : lnspection to d�termine acceptance will be made by the Owner upon Confractor's request. Lawns shall be consider�d acceptable when fully established grass caver exceeds 95 % af lawn area and no kaare spots greater than 2 square feefi exist. Lawn areas not meeting this criteria shaEf be repaired with original materiaUmethads specified. Pravide regrading as necessary. � 0. See Ctetail Sheet for Planting specifications and Seed mixes ( if applicable) hCJ"�i 5: n0 �" i'�JVE �V��ENS �XC�pf'0 �eMOV� i�PJ �iZ 3�OK�N C�`'AVQ�S 5�� �I.AN FC1� t'I-/vNf SPf�I�+, AL(. �l.f�'�t5 `�AG�? (500 MM O.C. �ii:1,�55 �QU:�e M..�..C!16�b �t ROQt COE.(.A� At ��VIS'�CJ G?rV� 50 MM U"r Mll..CN I,A1'�� SCA�=YtO AAi� �ECGN �.l3G�t [�A?,�,EI? /vVn . . . , . �:�� -�; c� sc��_r GENERAL NOTES: 1. Contractor shatl be familiar with all exis#ing site candifians and underground utilities, pipes and structures. Contractor shall be responsible #or bodily injury and/or any cast incurred due ta damage af owner's property or said utilities. Cantractor shall had d'rg planting pits and beds, and hand rake lawn areas as required. Contractar is responsible for contacting utility companies prior to any excavation. 2. Lacate and verify condition of utilities prior ko any excavatinn. E�ctreme care shall be exercised in excavafing and working near existing utilities. 3. Rny conflicting infarmation shal( be brought ta the attention of the �andscape Architeck or the l.andscape Architect sha11 assume the Contractor has incorporated the costliest iterrt. 4. Da not willfully proceed with construction of design when unknawn obstructians andlor grade differences exist tha# may not have been known during design. Such canditions shall be immediately braught to the attention of the Landscape Architect. The Gontractor shafl assume fiull responsibility for all necessary revisions due to failure ta give such notification. 5. Cantractor shalf be responsibte far coardination wi#h his subcontractors ta accamplish his scope of wark. Conkractor sha{I coordfia#e construction with ofher trades working on th� site simultaneously. 6. Ct�ntractor shall natify Landscape Arci�itect 48 hours priar to commencement of work to coordinate prpject inspections schedules. 7. Contractor is responsible for lacating and protecting existing irrigation and fandscape on site fram any damage. Contractor shall notify Landscape Architect on any canflicts immadiafely, Any existing #ree damaged by constructian shall be replaced at the Contractor's expense with equally sized, undamaged materials approved by the Landscape Architect. 8. The requirements of the AIA (A201) '"General Canditions of the Contract" shall apply ta all work of this project with fhe same force and effect as though repeated in full herein. 9. Contractor shall fumish all labor, materials, equipment, and services necessary to provide all work, complete in place as shawn and specified. 10. Alf materiafs shall be of standsrd, approved and first grade quality and shall be in prime condition when ins#alled and acceptad. Any commercially processed ar packaged material shall be delivered ta the site in the ariginal unopened packaging bearing the manufacturar's guaranteed analysis. Contractor shalf suppiy the Landscape Archi#ect with a sample of all supplied materials accompan'red by the analytical data from an approved labaratary source illustrating compliance or bearing the manufacturer's guaranteed analysis. 150 MM PP�N. � u�.; � � � I:.• ,�i "`1 � ',���� 14�� _� � k i � ..f� �i;: �A� �oa c� �t �OCJi" CC�.4,A: Af � C� U�k. �.�.�����.�,,, �. .� �� : ` Av ��i � ���� A�� " " ► ► rl��'�+�TT�.� �'��T t � SCr1�.F 3C0 MM 1'!P. C 1K��5) i 50 MM 1YP, C�'i.i3�) 3" MLl.CN I,A��-50il. �.P �OR PJ.b i'E�NNiAI.S �INi�l7 Lf2P� Vl+RY. �� i'I.av 1.-i aVn I.-2 �NGlS�.&�p :�G?AG� � ��� � � � � ✓ „Q,.� � ���� t��bIN�N510U 0� I�.ANt 5�'AGiNG f`�. l.dZ(7I:� C�E�, PJJN�tN. OK �'��NNV�,) . . , . , �� i �� sca�� .���.: '•. � � . • m �I.AN�1NG Nt?�5; i . ��r��n�� M�x i �-�..� r�� �or �op�oi� �� �or ��i o�G�ic, �v�N�Y �is���u� �.ow-�L�� ����iz�� � ZC7-10-5 C N��-K> IN �l�AN1" pl1"5 WN�N �ACK�II.G�p 2I � ACCO�CIING 1'd ��I.I��WIN� SCN�i�ul.�; I 1`AC31.�T p�K 15M 0� I SC�MNI Q� N�I�N1', V`MICFI�V�p I S�.�55, 2, ��AN�1N� Mix 2 SNt�i. �� �or r�p�5oll. AN� 50r � QKGit�11C, 'i1-iQKQI�GNI.Y MIX�b WI`i1-I �-2C)-20 C N-I'-K> GI ��pfi11.IZ�K, AAl'pl,Y �00 �a�AM ���111,IZ�p p�� Id05M, ;,K,' , ' �t7�` �'� ��,�, : r �,,,: _ �..:;, , .�_w, .:a, �. , :�, �.�. ,s G��� ��-�s.�� � ��_ �� ��_. o-� � � � w � � � � � � cn v ,�, � a � c 't �_ w v �`� o �° � V ti-+ ,.� N,p�-� O O ,.� � � � �� � � (�/� � � �� � � �l// Li� m � p � � „�.i Q rn rn ,� +��■i �� a .. .. ra c�a `( 3~F�o � � � � � a Q a � � w Z �� � � � � � � � � � • � � o � y '°� ta � +� � � A o � 1"��''� ���-' 0 ��� v i.� c� cet � • • , vD a � tet � O �:i"' � �� C � � � � � � � ; � � � � # dATE DESCRIPTIQN ` 11 1 ' � 1'� • : • : �#• r : - •�, REV: �ssuE MARCH 23, 2007 QATE: C�RAWN: REVIEWED: � L�GAL DESCRIPTIQN: 510b BLACK G�RE DR1VE VAIL MEADOWS - FIL[NG H0. `! �.or i - .z�� ac���, � E,� � a.� ��� T�WN OF VAII EAGLE COUNTY, C41.ORADO PRO�ECT NUM: 1 I -2706 � � � � � SHEET HUMBER 3 4F 3 � � 3 � Q COLORAQO LAND ART STUDI(? 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AtJ.OVYED litTE GOVERI1tiE 2,3FZ SC1. Fi'. GENERAL Nt�TES: 1. GRIpUNESAREC[NiERt�lE6F5K'WALL UNLESS pT11ER4'tBE p4NENSpNED 2, MIRIMUM R�38 W$UI.A7pN A7 RUOFS e�NQ fiCX?RS MINUv1UM R-}"? INSUI.AiI¢N AT hlL NJlERMSR AND pSCERIOR WAL4S 3. DiMEN514NEUW�AtItiP�NMGSAREtJ(NdMAlDWiS. COQRpWATE IMERMEDIATE POST t?WS. Wiftl WMIX>W MAMUFAC;.TUkER R6tKitt {7PENUIG DN4CNSMIN3. 4. PAMT DRYER VEN[S TC} MATCH ApJACENT EXTEftK)R FdJISFi C01S7R A B C D E F I I I 1 I I � ( � I � Ii � -!- - - - - - - -�--- -l.__ ____ .___ _._. � .___ � __._ __._ ..� _.__ .___ I � � I �_..._...__ _ _ � _ _ _ _ _._._ _ _ - � _ 0 sr� u. - _ _ _ _ � .-_ = ���_ � � 9 �� ; _ �� �-_._._ _._-___�_J��------ � � , .. I I { � � ; � I j'..�. . _ - ° - - - - - N - ! - - I _ _ ,j„ _, � . 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QF SIRUCTI�RE � � m i i is-Y1'A.F.�. � � x> ' I 1 I ( I I I' I i� I I !�b°"R��� . �� I I I � ��°` 1 � � � � � i � � i ( � � � pAl�' E�� i � � � � � I � � �� � ���I 1 I CANO A86VE � �� �tY�F,�� �E WALL �� � � ( � ,�. �� e��. I I � � - f___l _� _L___I _ I _ _ . _I _ . ` _ _ L_! (_ _ �_� _ ' �. _.._____ _ ____�. _ _ _ - - - I 1 I I �r����� I I ! DECK BAOW BE1.4W : � � ' : ..� � � _.. _ ° � � � ' f _ I ( I � C7F�SET itllE i �_____ _ _ _ _ _ _ _ _ _ � � � _ ' _ N _ � � � _ _._ � __ _---,- -- �- -----��-��-__ �-� _._ _.. __-�-� i i � � i � �llRY 7REtU5 3 snow i i tOW SiONE wnus�aw � i � 1 LOW STONE WAIi � �.00a naiEa cn�.cu�nnans• �ow�a �.�ve� �i.5ea.o sc�. Fr. M/iIN LEVEf. 2.231.6 SQ. �'T. UF�PER LEVEL 897 SQ. FT. L.IVA81.E AREA 4.716.0 SCt. FT. GAF�AGE AREA 683.6 SQ. FT. NEf GRFA `,r,389A 8Q. Fi. GARAGE CREDkT 6(M�.O SQ. F7. TCXfJLL tiRfA Av799.4 SQ. iT. srrE cav�zace c�r.cuurwNS- f�2QPOSED SITE CQVERAOE 2.3U9 3Q. FT'. dtLOWED SiTE CqYEftAGE 2.922 541. FT. GENERAL NOTES: i. Garo�mr�saa�c�rr�eo�s144wnu UNkES$ ATNERW FSE DIMCNSI6NEp 2. MINIMUMR.381N5U4AT10NATROOFSANDFlIX1RS MMlMUM R-19 MSUtATiON AT AU. IN7FRtOR ANd IXtERIOft WALIS 3. C?JMENSIQNk4WAtlOPENINGSARENQMRaA.LDWS: CO@RDWATE MtCERMECMIATE POST C?1M5. WIM Wk�lDOYl MhNUFhCTURER ROUGIi OPfNMG [YIidEN3fONS. d. PAIM DRYER YEMS T4 MA7GH XOdACCM L-XYFRK?R h'liSN C414R f ? ¢ � - �,�'���� �'V � � �� ���;� M ', � +w j w � � �� �� � � , � ���� Q .* i i . +d ' . • . r it � • . � • • � � � � � � 1• .� • � ISSUED FDR: D�S1GN REV/EW PFRMIT AATE. 91.27.2006 4.02.2U07 AI.LRI�HTSRESERVEO...V...•,. • V. i7Vl'Ai.�e IJOM; �(f /�M t ��tt CYRAWN.� TFB PROJECT#: 8Q2 �HEET'TITLF• FLOORPLANS � � 9 i �, _..' � � � A6.4 .�, '"' f � — --., 4 � � � � .. ..,....., ...., .�....�� . , ,., MATCH HORIZ WOOD SIDING _ .._.. _ _ ___ r _ _ _ ___ .. _. _-- -_ _. __ -,- --- --- --- - -- --- -_ �. __ _ _ ,_ __. .. }_, i � � � ' � � � � � ' ' ' A6.� __ __ _--- --- -__ . __ __ .__ __ __ ___ _- -- --- -_ _ __ _- — -- --_ � ___ ,_ ___ _.__ _ . __ ..- -- --_ __. _--- - --. ___ ._ ; , , : , ;� ,� �_ � � � , ; ; , .� � � _. . __ __ ,._ _ _ ___ __.. .__ � , , - —� E �_._ _.. _ __. _ ; �_. ____ _�. _. . __. i � i ' sc���: 1l4" = 1'-Q,� aDRYSTACK REGlONAL STONE VENEER � WHiTE CEDAR VERTICAL WO�D SIDING aCOPPER METAL WALL PANEL- NRTURAL PATINA FINISH aSTANDING SEAM METAL RCJQF � STEEL AND VdOOD GUARDRAIL � HOR{ZONTAL SHIP LAP SIDING � EXP05ED HEAVY TIMBER MEMBERS GENERAI. N4TES: 1. ALL WINDOWS AND EXTERIOR DOORS ALUMINUM CLAD W4dD, UNL.ESS NCaTED QTHERWISE. 2. AL� FLASHWG RND EXPOSED METAL TO BE PAINTED TO MATCH WINDOWS. 3. DIMENSIONED WALL QPENINGS ARE NOMINAL. WfNDOW REP TC7 FIELD VERIFY ALL OPENINGS. 4. SEE RCJQF PLAN FQE2 RC)C.7F DETAILS. �� � � E;� : �� +� � �• o- ; , i � > � € u., '��� �±� �c�, ���;; r�r����c�r�{a.c, �F;vt�t���.����t� ��;a+���,c�.µ� �����t � �,��:a��� ��r� �,��2. .,.,.... .., .. ... .� _ ........................................r .......,...,. ,,.....,.,....,,,...,..,..,,,... ...,....m......,.,.... 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SGAfE.• 9!4"'=9'-0" t�RAWN. T�B PROJECT #.• BD2 SHEET TITLE: ECEVATIONS 1 / �x � ; ,.� .,, � » � .. ,. . � � • �. • � � � . * ! . � s � t� � � • ISSUED FOR: DESIGNREIJIEW PERI�ft7` DATE: .....��.... 19.27.21�6 4A2.ZOOT �i r���� .........� SCALE. .......� t?RAWN: 914 =1'-0" �....�.. TFB ��c��r�cr�� soz sr���r rr�t�• s�cria�us l / ��� �� �� „ �� � � �� ����� � ��� ���s�� � ;.� �y ��4 � � �°� c� �.m,, � � ._ � �� �� �.�� �� � . M � • • i � . � � � � � �� .� � • ISSUED �'QR: DESlCN REVIEW PERMIT DATE: fi1.2T.24(t8 : t_ si�i 2006 MICHAEL SUMAN ARCHITECT, ALL RI�NiS R�SERVEt7. S�ALE: 9/4"=�''-0" �1RAWN: TFB ��o�r�er#� so2 s�r��rr�rt�: s��r�on�s % / i � � e ��w .�a � . _.�. �� _ . .. .Y �� ��� !� �... '�°�� ���� � � ` � ��.,, � � � � �a � -= � , ��, � � '� ��� � ��� ���� . • . � . w � � w �� i • . � e � � w � � s � •a i � !SSl�ED FOR: DESIGNREVI,EW AERMIT � rr. - t �r Att, i21GHTS REBERVED. 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O+�,JC77 "JR GENERAL ASSEMPLY NCJTES: R4�OF CEILING ASSEMBLY • STANDING SEAM MEfA� FINISH C7VER • (CE AND WATER SHIELC� flVER • R-14 STRUCTURAL IhlSULATED PANELS • S7RUCiURAL MEMBERS(RE: �TRU�TURAL) WITH � R-38 11" BATT fNSULATIfJN BC.)TfOM C7F CAYITY � 5/$" GYPSUM BOARQ CtVER • MEMBRAIN SMART VAPC7R REfARDER F1.00R CEILING A5SEMBLY • SEE PLANS FC7R FIi�ISN • 1�" GYP-CREfE WiTH RAE�IAfVI' HEAT LOflPS t7R 3" GC3NCRET WITH RADIANT NEAT �C7OPS C�VER � �/" PLYWC7CJD DECKING UVER ■ STRUCTURAL M�MBER�(RE: STRUCTURAL) ■ BATf INSULATIC3N ■ SEE RCP'S FOR CEII.itJG FINISH fLf7fJR ASSEMB�.Y • SEE PLANS FC.7F: FINISH • S7RUC7lJRAL CC�NCRETE SLAS WITH • HYDRONIC HEAT TUB�NG C3VER • �rvsuL�r�v� MaY e�vER � 6 MIL P:7E.YEfHYL�NE VAPC3R DIFFUSICJN RETARDER {�VER • 4"' GRAVE� BALLAST GENERAL �lC7TES: • SPRWG HEIGHT DIMENSIONS TC? Tt�P OF PLYWC?(�D FLC.�QR dEGKING , � �-�, ; . ��x . � _ .. , n �•��l�� ,� � 1 1 �..��... �.����u ��� .'��`.. r � � , �. � r . . . . ..� r � � . 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WWDQW UNIT JAMB LINE BEYt�ND � ' � i ' • �' � � � BUILaING PAPER z' EXTERIUR SHEATHING HOI�IZC?NTAI� WOCJD SID(NG: 1 xb B{JARD SHCPLAP SEMf-TRANSPARENT STAIN FINiSH GRACE SELF-ADHEREQ FLASHING 2>c2 TRCM- BELOW B[.00KING ?�c2 WINDC�W .IAMB TRIM- SEMf-TRANSPAREtJT STAIN FlNISH SEAI.ANT AROUND E�STIRE PERlME1`ER C3F WINDC?W UNIfi SEALANT AND BACKER Ai�QUND ENTIRE PERIMETER UF WINDC7W UNfT NAILlNG F1N-TY�. BL4CKING 2�c2 WINDOW SI�L TRIM- SEMI-Tf2ANSPARE�iT STAIN FINISH PAN FI,.ASHiNG AT FRC7NT,T4P AND BACI� OF SIL{�. CARRY UP JAMB WALLS b" MINfMUM ?�2 TRIM- BEYQNQ GRACE SELF-ADHERED FLASHlNG BUII.DING PAPER HQRIZC}N7AL WUOD SiDiNG: lxb BCJARd SHiPLAP SEM!-TRAtVSPARENT SiA1N. 5'fz' .}' --� �i MiL P{�LYETNYLENE VAPC?R DIFFUSI4N REfARDER $" GYPSUM BfJARD 2�c6 EXTER#QR FRAME WALL WITH R-l9 BATT INSULA7{C3N INTERI4R WINDOW TR(M- FER 1NTERIQR SPEC. WINDOW UNIT �' : # ' • � � � �� �,� � ,,_�„ � � ' t �' � c�-- . , JAMB LINE BEYOND WINDQW UNIT INTER(OR WINDC?W TRIM- PER WTERiC7R SPEC, 2�c6 EXTERtUR FRAME WALL WITH f�-14 BATT it�SU�AT(ON �' GYPSUM BOARD b MI� POLYEfHYLENE VAPQR DIFFUSIC7N REfARC7ER _ _ SUItDiNG PAPE VERTICAE. WQQD SIDWG 1 x SMIP LAP SIDING NATURA� WEATHERED FINfSk �' EXTERIOR SHEATHINt PAINTED MEfAL WINDC7W F�ASHlNG WITN HEMMED DRIP EDGE 2�c WfhlDOW HEAD TRIM- NATURA� WEATHERED FINISN SEALANT ARC?UND ENTIRE PER1MEiER C1F WINDt3W UNlT SUILDING PAPER 2' EXTERICJR SHEATHf�lG VERTIGAL WOC?D SIDING. lx SHIP LAP SiD1NG VARIOUS WIQTHS.f" REVEAL NATURAL WEAi'HERED FINISN GRACE SELF-ADHERED FIASHWG 2�c WINDOW JAMB TRIM- NATURAL WEATHERED FiNISN SEALANT AROUND ENTIRE PERlMEfER QF WINDQW UMT SEALANT AND BACKER ARt7UN� ENTIRE PERINIETER OF WIND4W UNIt NAILING FIN-TYP. 2x WINDOW SILL 7RIM- NATURAL WEATHERED FINISH f" EXTERIt�R SHEATHING GRACE SELF-AQHERED FLASHING BU(LDING PAPER VERiICAL WOC?C} SIDING: ix SHIP �AP SIDING NATURA� WEATHERED FINISH �, 5!" ,� � �i � ��1 ����•�,�.i�,� scac,� 3�� = 1'-0�� 5�" b MIL P4LYEt'NYLENE VAPOR DIFFUSION RETARDER �" GYPSUM BQARQ 7at6 EXTERIUR Fl2AME WALL WITN R-19 BATf INSU�ATi4N WINDC3W HEADER-SEE STRUCTURAL FC}R DETAILS INTERIQR W(NDQW TRIM- PEf� iNTERtOR SPEC. WINDC?W UN1T JAMB LiNE BEYC>ND r � JA11� B D ETA1 � 5��. ��� = �!_o�� 6 MIL POLYETHYL�NE VAPOR DIFFUSION RETARC?ER $' GYPSUM BQARd 2�cb EXTERI4R FRAME WALL WITH l2-19 BATf 1NSUTATICJN INTERIOR WINQOW TRIM- PER INTERIOR SPEC. WINdC7W UNIT VERT. SIDING SILL DETAIL 1 scac� 3" = 1'-0" JAMB LlNE BEYC?ND W#NQOW UN1T PAN FLASNING AT FRONT,TC?P AND BACK fJF Sll.t. CARRY UP JAMB WALLS b" MIN1MUlu1 fNTER1C7R WINDOW TRIM- PER INTERCC}R SPEG. 2�c6 EXTERIOR fRAME WALL WITN R-19 BA7T INSI�LATION $' GYPSUM BOARD 6 MIL PC?LYETHYLENE VAPC}R DiFFUSIQN REt'ARDER VERT. SIDING . __ __ BUI�DING PAPER 1° EXTERIC?R SHEATHING STONE VENEER DRY�TA�K MONOLITHlC SI..AB STQNE WlND4W HEADER S�7ANQING 1'" PRQUD C?F STC.�NE VENEER. EXTEND PAST JAMBS 6° B4TN SiDES OF OPENING PAINTED MEfAL WINDOW FCASHlNG WITH HEMMED DRIP EDGE STEEL ANGLE LINTEL SUPPORT PA1NT TO MATCH WINDOW GC7LOR. SEE ST(2UCTURA� FCJR DEfAILS SEALANT AND BACKER AROUND ENTIRE PERIM�iER OF W(NDC7W UtJiT STC3NE JAMB LINE BEYCJND SEA�ANT At�D BACKER AROUND ENTIRE PERIMEfER QF WINDCJW UNIT STONE SILL UN� B�LOW STONE VENEER DRY STACK �" EXTERIOR SHEATHiNG . • � r • � "�, HEAD DETAIL. � STQNE WA�L 1 sca�.• 3" =1 `-0„ SEALANT AND BAC AROUND ENTIRE PERIM OF WiNDOW STONE JAMB LINE B�Y� PAN �CASHING AT FRC?N7 AND BACK OF SIL�. GE UP JAMB WALLS 6" MINi� 4" SLAB SiONE SILL- SLOI'ED —��" PER FOQT FOR PQSITIVE Df�AlNAGE StONE VEf DRY ST '1Z" EXTERIC}R St-lEATI : r • � , i • 1 � • , � � � � � � • i � � > MIL PULYETHY�ENE JAPOR DIFFUSION :�ra���� l" GYPSUM BOARD xb EXTERiUIi FRAM� �IALL W17H R-19 BAT1' �lSULATIC3N NINDQW MEADER-SEE >TRUGTURA� FOR DEfAILS INTERfC}R WIND(7W TRIM- PER INTERIUR SPE�, 1NIh*iDC�W UNI7 : : s r WIND(�W U1�IT SILL LINE BELC7W . �. �� . . . . ,� . 2xb EXTERItJf� FRAME WALL WITN R-19 ��TT INSULATIC7t� �" GYPSUM BUARD . •s � ��• � � . ..�.. WIN�C�W UNIT JANt6 LINE BEYOND ih�TERIOR WINGt�YV TRItv1- PER INTERIOR SPEC, 2�c6 EXTERltJR FRAME WALL WITH R-i 9 BATf INSULATIQN �"� GY!'SUtvl BOARD 6 M1L PC>LYE7HYl.ENE VAPUR DIFFUSiJN ��ra���� �,� , ; �, �, i � Y. yY � �I� Rp` � �I �� ��F �I M )�G � � ; � . � � � �� A • 1 � , . � • � � � �� . i w ISSt1ED FCJR; DATE: t?ESfGN RE1rlEW 19.2T.2a16 PERMIT 4.02.2007 ALIRiGHTS12ESk`RVED�*.•..�•�., •..•.,•. SCALE. 3"=?`-0" DRAWN: TFB PROJECT #: 6D2 SHEET 7tit�. WINDOW DETAtLS % 2x TRIM- SEMI-TRANS�'ARENT STAIN FINISH 2x2 WiNDOW JAMB TRIM- SEMI-TRANSPARENT STAIN FINISN SEALANT ARO�UND ENTIRE PERIMEtER QF WINDCJW UNiT a. DETAIL A5.2 sCa[F� 3" = 1'_0" 6 M!L POLYETHYLENE VAPOR DIFFUSION REtARDER 2X BLOCKING 5TEEL C4LUMN -SEE STRUCTURAL �' EXTERIOR SNEATHlNG BUILDfNG PAP�R fLAT-LOCK CC7PPER WALL PANELS WITH NATURAL PA7lNA FINISH-SEE ELEVATIUNS FOR VEI2TICAL AND H4RiZ4NTA� J41NT LC�CATIONS CC?NTIIVUUUS CQPPER CORNER WITH VERTICAL FLAT-�OCK SEAMS WTERIOR WINDC}W TRIM- PER INTERIOR SPEC. WINQ4W HEADER-SEE STRUCTUE2AL FUR DETAILS WINDC3W UMT � � � � � � r %'�� S �r er . � � � � BUILDING PAPEI z' EXTERIOR SNEATHIN� FLAT-L(?CK COPPER WAL' PANELS WITH NATURA PATINA FINISH-SEE ELEVATI4N; FCJI� VE(�TICAL ANC HORIZQNTAL JOINT LC?CATIQN; SEALANT AI�D BACKER AR{�UND !'ERiM�I"�R OF 1NINDOW UNIT AT HEAD AND JAMBS CQPPER METAL WINDOW FLASHING WITH NEMMED DRIP EDGE �.z BUILDI�fG PAPEk2 �' EXTERIOR SHEATHING FLAT-L4CK C(JPPER WAi. PANELS WlTH NATURA '+�d PATINA FINISH-SEE E[.EVATlON. C7W TRiM- FOR VERiICAL AN[ ���, HC3RIZOt�TAL JOINT LOGA710N. ..rv-«n.iv� n�vc.i vt����� AROUNQ PER1MEiER C?F WINDC7W UNIT AT HEAD ANQ JAMBS COPPER WAL.L PANEC.� GRACE SELF-ADNEREC? FLASHING SEALANT AND BACKER AI�QUND PERIMEtER (�F WINDOW UNiT AT HEAD ANd JAMBS �, PAN FLASHING AT FRC7NT,TOP AND BACK OF SILL. CARRY UP .{AMB WALLS 6"' MWIMUM. NAILING �IN-TYP. GRAGE SELF-Al7HERED FLf4SHING FLAT-LOCK COPPER WAL PANELS WITH NATURA PATWA FINISH SEE EI EVATIC7N FOR VERTMCAL ANC HQRIZflNTAL JOINT LOGATI4N. BUILDING PAPER � a�.z � � r � � � 6 MI� PQLYETHYLENE VAPOR DIFFU�It�N REC'ARDER $° GYPSUM BC3ARC7 2x6 EXTERtOR FRAME WALL WI7M R-19 BA7T INSULATION WINf�QW HEADER-SEE STRUCTURAL FOR pEfAILS . *. �� . . . . �. . �• J�MB LWE BEYC?N{� � r w w � ! � �r�� --,�. JAM B D ETAI L scn�.E: ��r = � �_0`" � b M!L P+DLYE?NYLEh�E VAPOR DIFFUSIO�J REfARC?ER �" GYPSUM B4ARD 2x6 �XTERIC7R FRAME WAL.L WITH R-19 BAfiT INSULAT(ON INTERI(�R WINDUW TRIM- PER 1NTER1lJR SPEC. w��aaow u►air •ws r ir � uILL DETAI�. SCAt.E: �" - � �_(j�� WINC}OW UNI7 . �. �� . . . . �. . 2�cb EXTERIOR FRAME WALL 1NI7H R-19 BA7T INSUI.ATIt�N $" GYPSUM BC}ARD 6 MIL PC7LYE7'HYL�N� VAPUR t71FFUSf(JN t�EfARDER � .. . . , � 'f ��t� 1 . • � • �� � . . � � . � r � � • „ -�I � • ISSUEiJ F0t2: DATE: D�SiGNREVtEW �9.27.2�6 PERMIT 4 U2.2t?ltT ALL RIGFITS RES�RVED. SCAL�': 3'�1'-0' �' : PROJECT#.• 6D2 3NEE7"TITLE: W1NQ(�WDETAILS j BLQCKING PAIt�TEd META�. EAVE FtASHING WITH C�E21P EDGE � FASCIA TRIM BLQCKING �d SUB-FASCIA BC}ARL� FWISH-STA[N TU MATCH HUR1Z SIDWG MEfAL STANQING SEAM RQOF -PAtNTEQ FINISN GRACE VICQR UL7RA WATERPROOF MEMBRANE (NSULATED PANELS R-15 • •. • .. CERTAIN7EED SNIART MEMBRAIN � Mt7NrJLITNIG SLAB STt7NE W(NDC?W H�ADER STAND(NG � 1'� PRC?UD C}F STQNE VENEER. EXT�ND PAST JAMBS 6'" B�JTH SIDES UF OPEtVING PAINTED MEi'AL WINDC}W FLASHING WITH HEMMED [3RIP EDGE STEEI ANGLE LINTEL SUPPC?Ri PAINT TO MAT�H W(NDOW CC3l.C}R. SEE STRUGTURAL FC}R DETAlLS S C}NE JAMB LINE Bk�'Y`(�ND SEALANT AND BACKER ARQUND EN7lRE PERIM�t'ER e?F WlNDQW UNIT STdNE VENEER BEY+aND SGtitE' �,� = � e_�" 2xb EXTERIOR FRAME WALI. WITH R-19 BATT fN5U�A710N �' GYPSUM SOARD 6 M1L POLYETHY�ENE VAPOR DIFFtlSIC?N REfARDER UNDER S/s" GYPSUM BOARD WlNDQW HEAdER-SEE S7RUCTURAL FOR DEiA1LS � r A 1 � � � � WINdQW HEADER-SEE STRUGTURA� FOR DETAILS a' CYPSUM BQARD f� MIL P4�YETHYLENE VAPOR dIFFUSION R�fARDER WINi7UW Tf21M WINDC.�W U�lIT i�rr � t rr ���r��� ��^- rr a� i nr..�,r C►ETA1 � scat� 3" = 1 �_p,t 2�t6 FRAME WALL WiTH R-19 BATi #NSULATItJN 6 Mi� POLYETHYLENE VAPOR DIFFUSIC�N REtARDER a' GYPSUfv1 B{�ARD � r � � � DETAI� �C� DiNING R{Jt�M SC�FFIT scac� 3�� =1'-a�, VERTIGAL W4C}D SIC?ING: 1 X SHIP LAP SIC iNG- t�ATURAL 1NEATHEREL �Ii�ISH WALL HEADER-SEE STRUCTURAL FC?R DETAILS R-38 Bp7T-1NSULATlUN BUiCDING PAPER �" EXTERiQR SHEATHING $f x4" CEDAR TRlM NATURAL WEAiHERED FINiSH dTED MEfAL EAVE >HING WITH DRIP T� 4ri011 V V �SCIA TRIM CKfNG UB-FASCiA BC3ARQ iH-STAIN TC� MATCH :!Z SIDING �j ~� "�� �r �� fl � Ili �r, �i .;s . .�. �;�� ��. i��; ��� ," .. • � . • . H , • / � � � � � �� . � • rssu�n �v�: naaE: pES/GN REVtEYV 1 �,27:2006 ���rr �.ozzoor ALL RIGHT� RE3ERVED�.,,, ,.. y , .7Crl'7LG: ,7�^"i�-V� �!{ltlYl�.� �D PR4JECT � 6D2 SNEE7'TITLE: EXTERlORQETAILS , �1 � a' GYf'SUM BtJARD �" EXTERIOR SNEATHINC '%z" CLOSED CE1.L EXf�ANS(ON JC71NT FIL.LER HYQROL?RAIN AL (2) LAYE�S 1�" EXTRUdED PQLYSTYRENE INSULATION FLEX-FLASH UN lz" TB�G PLYWQOD SC.�LIQ BLt�CKING SLC�PED�4' PER FQtJT �4" PI.YW(JC�C} AACTAt CTAwit111�lt^__.CChAADr1!'1G HYDROL RAlh� 70Q AH6125�R WITH NYC�RC?FLEX 3Q EXTEND AH6125FR INTO DRAIN BtJWC NQTCH PLYWOt�D TC? INSURE TUP 4F C7RAIN BOWL iS FLUSH WITH TQP QF PLYWC�CJD .5i`'ii{%.�' `�'a ; .f r /�n t ^t/ MEfAL STANDING SEAM ROOF -PAINTED FINISH GRACE VICC}R ULTRA WATERPROt7F MEMBRANE 4" STRUCTUt�AL INSULATED PANELS R-15 PAINTEd MEi'AL EAVE FLASNiNG WI?H DRIP EDGE BCC}C�ING CERTAINTEED SMART MEMBRAIN a FASClA TRIM R-38 BATT INSULATION 4 SUB-FASCIA BOARD FIN(SH-STAlN TO MATCH HURIZ SIDfNG PAINTED MEI`AL EAVE FLASHING WITH DRIP EE�GE BLC?GKING AS REQUIRED R-38 BATi INSlll.ATIC?N BLC�CKING BEfWEEN RAFfERS �" EXTERIflR SHEATHING BUILDItVG PAPER MEfAL FtASHING WlTH HEMMED EDGE 2�t6 EXTERIOR FRAME WAi.L WITN R-19 BATt INSULATION f"!'1AIY`G��'fG IAlIT4! 4.IV(1D!"lAll!" . .�• ZURN ROUF DRA1N W(TH S7ACNLESS STEEL PERFURATED EXTENSIC7N. SEE RC)OF PLAN FOR DRAIN LOCATIQN BUILQING PAPER ?xb EXTERiCiR FRAME WALL WITH R-19 BA1T INSULATIQ�! FLAT-L4CK C+OPPER WALL PANELS WITH NATURAL PATINA FWtSH. CC7NCRETE WITH MYDRUNIC NEAT TU81NG NYRRODRAlN AL (2) LAYERS 1l" EXTRUQED PtJLYSTYRENE INSt7LAT!(7N HYDRODRAIN 7Q0 AN6125FR WITN MYDRUF�IX 3p ��„ T8�G P[,YWC3CJD SOLID B�OCKWG Sl.OPEQ�a" PER F�JQT R-3$ BATT 1NSUlA1'IC7N ��.,�. o - t -v � � � a � i WATERPROC?F UNQERLAYMENT VYGflR UI.TRA PREFlN1SHED SHEE7 METAL FLASNlNG WI7H H�MMED ED�E l" EXTERIC�R SHEATN4NG l" EXTERIQR SHEAI'HING : � ... . �-- 1 XS T8�G SOFFIT DECKING WITH V-GROUVE. FINISH-STAIN TCJ MATCH H(JRlZ SlDING C�ETAI� {a� ENTRY RC�C}F PAF,APET .��.`1�.� `�n = � �-��� . � . PARAPEC CpP FLASHING PAIN7ED FIt�iSN f" BL(�CKiP*1G 2X FASCIA TRIM %"' EXTERIC7R SMEATNIt�G CCJN7INUC?US GLEA7 i'AiNTED MEfAL EAVE FI.ASHIN� FULL NEIGHT t'JF FASCIA TRIM WlTN DRIP EDGE 2xb EXTERIOR FRAtvIE PARAPEt WAL� WITH R-19 BATf INStJLAT1C}N sl'� FASCIA TRIM FiNISH-STAIN TCJ MATCH HORI� SIC►1NG PAINTED METAL FLASHIt�G WCTH C?RIP ED�E " �� ��. .x ,�� . � '� II � �. � . • i • �� • • � ! i . • � � � • �. a S • IS.SUED �OR LiATE: DESt6N REYIEW 19.2T.Zp06 PERMtT d.02,21�07 zaos �aict�� sur�� n�c+��r�c-r. u_c. SCALE.• 3 =1'-0* t7RAWN: 7F8 PfZOJECT �:' 602 SHEET TITLE.• EXTERtOR DE7'AILS 1 � MEfAL STANDING SEAM RC7C}F -PA{NTED FINISH GRACE VI�C?R ULTRA WATERPRQQF MEMBRANE 4" STRU�7URAL INSUL.ATEL PANELS R-15 PAINTED MEiA� EAVE FLASNING W1TN DRIP EDGE BLC�CKfNG CER7AINTEEC? SMART MEMBRAIt� � FASCIA TRIM Bl.4CKING R-38 SATT {NSU�ATIQN a SUB-FASCIA BC�ARD cor�c��r� wj�� ��r�R< NEAT TUI HYDRC?RRAI (2j LAY�RS 1�" EXTR� POLYSTYt2ENE 1NSULA HYO�c�Q�A�r AH612�FR WITN HYDRC}FLf �z" T&G PLYWt SUI.fD B�.UC1 SLC}PED �" f'E� F a" PLYW� R-38 BAiT WSULA E2C?UF FRAMIN� STRUGTURAL FOR DE DETAI� sc� 3�� � 1'_U,� i � . � -i HYDRONIC -IEAT TUBING RC7DRAiN AL (�LYSTYRENE INSULATI4N o��A�N 700 'DROFLEX 30 .� P�YWQQD � BLOCKING �" PER fOC}T � � • � r � � � � •, � �� - � ��� : �_:� � � �`� � �� � � ���. � �emy �� C��'� �� ��� � �u�s� �, ��,�, � ��� � ��� � �� � � � � � .� .� G:� � � � � � �$� �� �'c�� . • � w �, • w 4 • � . � � i � � � � -� � • ISSUED F�R; DESIGN i7EVlEW PEt2MIT ALL RIGHTS RES�RVED. SCALE. 3 --1,,�1• DRAWN: TFB DATE: �.�. 71.�T,2006 4.02.2407 �'ROJECT #.' 6Q2 � 3H'EEf T/7LE; EX7ERlOtt ,DET`/�1CS � � � STONE V�NEER LINE BELOW STUD WA�L L1NE BELC?W PREFfN1SHEa METAI. GC7LUMN CC�VER � � CV PREFINiSHEa METAL CC?L.UMN CCJVER i � � RE: F'LANS . . . , . � sc,�c�: 3,� = 1•_0�, PRE-FAB MEiAL FIUE WJ STORM CC?LLAR PER MAt�UF. STUD WALL LINE BELOW STONE WALL CAP BE�OW -SLiJPE FOR P4SITIVE DRAtNAGE. CENTER LINE (?F STUD WALLS DRYSTACK STC?NE VENEER PIER SUPPORTS FC7R STQNE CHIMNEY CAP ABQVE TUBE STEEL POS7 WITH CAP PLATE. BUI�DING PAPER WRAP PERIMEi'ER PREF(NiSHED INEfAL CHIMNEY CAP I.INE ABC�YE FILTER FABRIC GONCRETE FC?OTlNG S�E STRUCTURAL FOR DEfAiLS CfJARSE GRAVEL 4-INCH PERFQRATED DRAIN PIPE DETAIL �� CHIMNEY GAP scACF� �° =1 �-o�� STANDWG SEAM MEfAL ROOF -PAINl'ED FINISH WATERPROOF MEMBRANE la" ROC7F DECKING PAINTEQ EAVE FLASHWG WlTH DR1P EQGE MEfAL SOFFIT PANEL Ct�VER FLUE OPENING WIiH VERTICAL SPARK A���sro�. r�1N �° nn�sr� SCREEN. DRYSTACK STt7NE VENEER PREFINISHED METAL PANEL WATERPR(JQFWG WNERE LIVABLE SPAGE AT INTERIC?R SIDE 4F WALL DAMPROOFING WHERE NO LIVABLE SPACE AT 1NTERIC)R SIC7E OF WALL MAR-K4ET 2�/"' DRAIN AND DRY BCIARD ,� -'' � ��� ,,-�-= �-- ' .�i�� r`J� � . i �{� ���.�.����.���.°�.�-i� -��--�---� �\`����\p `,�� `�� \,� I/-�^i �� ,f�-i^ ��� ��7` �� ,,-i� �� ���- �� ,,, ''�{� J ��'"��,..-.r.a�.�' �-`�.-x.�`.{�s..-��� a.,�,.`�{ �� \1r �r` �,r ! / ��, � ���'7\ ������r� C.��C���C ��.'�{���`� �,.°' 4�-�.�`"��_.,.��-�-���_ _ `' �1�� -a��.-. �'�'� �`�� `�� ,' y—��-�`—`s�—'� �—'�.-%_`�r � � ` �' `� -�-.-�. � � � {��.. C.� %'-�_ { �,� ,� �._ ��� ��� ��v � f� � ��� � r � i� E� i � ii r� i I { I f { 1 I I I i I i i ii E� i E I E I I I � �i �� i I l I I k ! I# Ik ! 1 I 1 I 4 i �� i� � i I I I k i I I i I I I t ia i� i � ii ii , i ii i� � i I E i I i � �� i i i� �i � i� ii i � iE if � E i� ii i � ii iE � `I I I I I i �I I i I I ! j i i I I I I �E I! I I I `"4 II II I .��i i� i� � ��.� ir ii � ,'�m,- � { � � � � � � �� i� i C` ir ia � ,,.�j ._. � j i I k I i I r{� � (! E I I I � �� C I i I l I �� ���l li I1 I �..! II I1 I e��, � i� ii i � ��� i i ! I { I �� ��EaEiae r[ i( II I f`���� i I I I 1 I / �i �.� E I i 1 I 1 0 � -�-�~}� `�, . � �v .. \i� .��-�� -�� ��������� 4 �� %�'C�� ,����. s� x e� - k s�� � ' • � i " . � BUiLDING PAPER C7N j" EXTERiO�R SHEA7HING STONE VENEER FINISFI STEEI. ANGLE STC3NE LEDGER FINiSH GRADE 70 SLOPE AWAY FRC3M WALLS Ft7R POSITIVE DRAWAGE , //'� %/� � /�/ /�// , �/� + ��/ //�;� � i/--�.—�� � � � , //,��% . ���/ " _..-----'" ,�; '/�� f , e �,/!/,i 4. � ," �%; � � �' z j� + ` � , / 'o � 4 <.% _ � I /// p WATERPR40FING WHERE '� PRE-FAf� METAL FLUE W/ ��� a Q STC}RM COLLAR PER MANUF. LIVABLE SPACE AT (NTERIQR S1DE C?F WAL.t, %� ,• COUNTER FlASH{NG QAMPRC?OFfNG WHERE NO �� E �{� LIVABLE SPACE AT INTERiC?i� � � � � � H4ME SLl!CKER 10 RAINSCREEN SIDE C?F WALL ��,�,� OVER BUILDING PAPER ' ' ` " ' MAR-KOET 2%" DRAIN ' ' � � � ' AN[? DRY B4ARD � ! � � � 2 DETAII. SL...A►B ON GRADE A6.4 scat� 3�� =1,-0„ C4NTINUOUS �' TYP "3C' GYP. BOARLI-FlRETAPE TYP. C?VER 6 MIL PC7LYEfHYi.ENE VAPQR REiARDER- SEAL. AT EDGE AND PENEfRATIONS HEM�v1ED COUNTER�- FLASHING dRIP EDGE AIR SPACE AT PERfME7ER {JF FLUE TUBE STEEL ST4t�E SUPPQRT BEYOND. 2�c61NF1LL WALLS BETWEEN TUBE STE�L SUPPCiRTS � � � � � �; . �' � ,�1 G� �� � ^�t: �� GONCRETE FC7Uh�DATfON WAI.L- SEE STRUCit7t�AL FUR DEfAILS WQC?C? FURE2INC WALL W/ BA1T INSULATI(JN WHERE SHOWN IN PLAN b-MiL PC7LYETHYLE�JE VAPC}R oi��usiar� ��rA�a�� GYPSUM BUARD PRESSURE 7REATED BOTfC.�M PLATE %"' (�IGIQ INSULATI4N ISC7LATE JQIN7 �C}NC. SLAB Uh! GRADE WITH NYDRQNIC HEAi� TUBING � � �% 4 � (� q . . -"�rC �.Ji / f f.� ___x '-7 _._,.x � r�_ x .=r X -,,,-�7 � q � '— 4° GRAVEL I�RAINAGE LAYER � 10-MIL PGIt,YETHYLENE VAPOR `� C71FFUSIC�N REiARDER , � _._ _ �,s RIG1D INSCi�t�T1C71�1 UNDER SLAB - CC?NCREf� FOOTING- S�E S7RU�TURA� FOR DETAILS 2�c6 WUOD FRAME WA�L W/ R-19 BATT INSULATIUN 6-MIL PC}LYEfHYL�NE VAPOR DIFFUSICC�N RETARDER �YPSUM BOARp WC70D WA�L BASE-"�P�CIES, PRi��ILE AND FINISH PER IN1'ERIOR SPEC. SEE FLt�(�R PLANS FC�R FIXED �L(��R FIN(SHES CC7NC. SLAB C?N GRAC7E WITH HYDROh11C HEAT TUBING Ll j, � . a r � a 4 t�--�..J � , -�C � ti �� �,,:P�t .�, � r M� ``t �, ,�,� r{�' , ��,.__��� ��-�.�.��- /�X� �.�� ��- �� �.��.� ��� 4"` GRAVEL 1�RAINA�E LAYER 10-MIL POI.YE}`HYI.ENE VAPC7R DIFFUSICyN RETARDER 1° RIG(C} INSULA7iC?N UNDER SLAB :�� � � Y,* . � k Ilf x . ,» � � - • � � �. � . . ` i ! � ' . . � � • �� . � ! tSSUED FOR: DATE: DESiGN REVtEW 11.2T.2008 R�'RMIT 4.02.2fiQ7 A4L RIGN7S RESERVEDa,~•••• �a • OUltt�. �'"'"�f/w1e "�1 pRAWN. TFE3 FR�?JECF�' 602 ' SHEEi'TIitE: EXTER/OR DE7"A/!S ! i � � �ECTI(JN DETAI� sc�r ��, _ .�,�,� f'" X 2" STEEL BAR. 2Xb CUT PRC?FILE � �-�-� . _____. L_____� .1___ _J____ _____ SECTI{�N DETAI� � JVt'fl.[�. �t/ � � 4�jS�1 iJ 2°x2"�"' STEEL ANGL� WELDED TC} VERTICAL S7EEL SAR. BC}�iED TC} STRUCTURE C7F DECK, lz"' X 2" STEEL BAR. � .•�-. '—`�` / r �,/ ��'f /,.r,r; � , � ,��'/�,�'�� : , �.,._... c• / . . r"""� '.�" a -^-�---�j (�(��E 4 /\ q � d,... d � A'�'g. ..�n� \./ � .� ,.r. .. < . ' . .,jf �\} ".ro •a :, y �.d,y. ' .a � n.�A . ; A ,�f , � ad 4 a r � � ....�..'.��.... `f�r ...:....:� .:..��:il.. ����4.r�...ar..:.. r �.i..� ��.._._ �..� ' .4:..:� . SECTIt�N DETA1� 3�.AtL': ',�n � '�•WQn [� 1�1 � �� ��, � . %.� n_ � � � 1 I � ----- � � � i I � 1 i �-- i i `� I I , 1 i � i I I I I I I I I 1 � 9 I I I I I I I I I � � EFI� �� � I � i I � ( I� I I ( 6 i� 0 �� v •�� •• .. COMBlNATION STEEL AND WOOD NEWEL POSTS PER ELEVATIO�IS. SEE SECTI(�NS FQR DEfA(LS. %" BAR STEEL RQDS MAXtMUM �" O.C. (2)2X6 CUfi PRcJF1LE — �" X 2" STEEL BAR, �- 2'Sc2'�4' STEE�. ANGLE WELDEQ TCl g VERTICA� SiEEL BAR. B4LTED T{) �� � STRi1CTURE C>F DECK. aa a RE: 3IA6.5 FQR DECK CONSTI�UCTION QEfAILS ( `'� 31.a"' P�YWOt7D SHEAT�-IlNG � 1x6 T8�G SOFF(T DECKING W/ V GROOVE. FINISN-STAlN ( TO MATCH NC�RIZ SIdING WQQD CLAQ S7EEL P(JSi . BEYCJND � � � � • 1 RE: STRUCTURAL �C�R BC}LT S1ZE AND PA7TERN STONE FAVING IN MORTAR BED WI7H HYDRQNIC HEAT TkIBING- SL4PE��'" PER FOOT FC7R POSITIVE DRAINAGE AWAY FRON1 BUILDfNG WATERPROOF IvtEMBRANE t�VE�2 4" PLYWC?UD DECKING .�� '� � ��� � �`'��/� %�� //� / . . ., aa, /\` a � . q . . .- ./ . .fl .. g '. '. V� ', � . d d� k a .,a _ , a —// �%�r �J ----�--=.��. ....��..�...=" ....�.�.��.�r� . � j � N �� � 1 � i � i I I �' i I I� � M. BED DECK EDGE ST4NE PAVING IN MORTAR BED W1TH NYDRONIC HEAT TUBING- S�OPE%" PER FOOT FQl2 POS1TiVE DRAINAGE A1NAY FROM BUILDING WATERFRC70F MEMBRANE 4VER �/¢' PLYWOCJD DEGKiNG ,� ,/ / � /, j / - // � � / � �,� !'� �� /���.�.�f i� i'��� / 49 •4 a � , ° ..Yy- .. 4 �' '� Y. . �. . .. � ¢ '��4 . d ad Q q qa I! 1� �� #Wr �! �I/!'�� � �� �� �r �M� N� �� ��� � Y�� ���i �� � r�,� �_ . �ECTION DETAlL � scac� 3" = 1'-0"' DECK EQGE � � � t�,.1 a .� SEE 4jAb.5 FC7R GUARDRAIL E7EiAILS ___--- ST�77NE PAVING IN MC)RTAR BED WITN NYDRQNIC HEAT TUBING _......_---- (2} LAYERS GRACE ICE AND WATER SNIELD WATERPRC}C}F MEMBRANE MEfAL FLASHING W1TH HEMMED DR1P EDGE 27c12 FASCIA BOARD STAIN FINISH 2Xb VERTiCAL SPACER B�OCKING AT 16'" O.C. SiRUCTURAL MEMBER SEE STRUCTURA� PlA1�S COPPER SUB-FLASNING TO BQTCOM {7F SPACER BLQCKING- HEMMED DRIP EDGE 2X BLOCI�INC 2.�t6 SUB-FA�GIA- STAIN FINISH BATf INSULATICJN AT GAVITY 3/a" PLYW(JOD SHEATHING lxb T&G S4FFIT DEGKING WI V GRtJOVE STAIN FINISH �--- STQNE PAV(NG IN MC?RTAR BED WITH HYDRC?NIC HEAT TUBf�lG _,..._�.- -- (2j �AYERS GRACE [CE AND WATER SHIEI.D WATERPRC>OF MEMBRANE MEfAL FLASHlNG WfTH HEMMED DRIP EDGE 2�c12 FASCIA BOARQ STAiN FINISH 2X6 VERTICAL SPACER BLC7CKING AT 1 b" O.C. FULL BL(JCKlNG AF WEB CAVlTY GOPPER SUB-FLASHING TO BOiTOM {7F SPAGER BLOGKING HEMMED DRIP EDGE 2X BLOGKING 2�cb SUB-FASGiA- STAIN FIN(SN BATf INSULATIC7N AT CAVITY STEEL DECK BEAM SEE STRUCTURAL PLANS FOR DETAILS %" PLYWC.)OD SNEATHING lxb T&�G SOFFIT DECKING Wf V Gi2OC}VE. F1N1SH STA1N TO MAtGH NOR1Z �ID(NG TUBE STEEL- SEE STI�UCURAL. PLANS Ft�R QEfAILS WQQp CLAdQING 2x6 CORNER TRIM- 5TAIN FINISi- �urr �aiN-� HCJRtZC.�NTAL 2X2 BELUW woaQ s�c��r�� 1x6 BC7ARDS SHIPLA' SEMI-i"R�NSPAREN STAIN Fth11Sl BUlLDING PAPER �' EXTERiOf� SHEA3H(NG �b WALL WITI- R-19 BATf INSULATION b MIL PC}LYEiNYLEN� vaPa� oi��usiaN RETARDER UNDER �" GYPSUM BQARp �,,,. �CJRNEFZ DETAIL (� HC7RIZ. SIDING sc�r.�: 3�t � � �_0,� VERTlCAL 2X2 BEYCJhJD f'AINTE[7 METAI. FLASNING WITH HEMMED DRlP EDGE 2X2 BL.C7CKI�IG WOOD SiDING - lxb BOARQS SHIPLAP SEMI-TRAtVSPARENt STAIt� FINISH BUlLC71NG PAPER 2� �xr��io� sr���TH�N� 2x6 WALL WITN R-19 BA71' INSULATION b MIL POL.YETNYLENE VAFtJR DIFFUSlC7N REfARDER UNDER s' GYPSUM B(?ARD . 1 � �, r � � � � l�I���; ; � . � � . .� +�r • . � r � � . � � i • �� -r1 � � ISSUED FOR: 4A7E: DEStGN R�YIEW 11.27.2006 PE'RMfT 4.02.2007 ALL RIGHTS RESER1tED�,••••••L , s{�r�.�: r�iMl�r�r Df?AWN: TFB PR(?JECT #. fi02 SHEEt' itTtE.• EXTERipR DETA/LS � � ��� {�� : � � � � � � � �� � ���� �" � ��`�`�'�°' � � �= � � � �� �� � � �� � a�� ��� ���� � ��� o �u>� c� �„ t*� ,�, „� � '�+ �?�,' �p ��a` C�s � cr, ex+ c� � �� � � � �s � .� .. .. • � � w � ' � - • • � • � .� � � � ISSUED �'(?R. DES/GN REYIEW' N�RMIT t7A7E': � '�1,27.2006 4.02.2407 ALl RIGHTS �...,..�... SCALE. r�rr�s {lNiY`ilT: �/�in y �r tts I `4/ rr�.i.�w� ( 7-F pao��cr�: soz SNEET TITLE: ELECTRICAC. Pt�llVS / :; Cf � li �� i � . � . sc�. 114" = 1 �_0,� GENE�►AL E�.ECTFi1GAL NC�TE�: 1} ALL RECEPTACLES IN KlTCNEN TU BE GFl PROTECTED. 1'HIS 1NCLUDES RE�EPTACLES IN ISIJ�NDS. 2j ALL RE�EPTACLES AT BATHR{7QM CQUNTERS T{� �E GFI PRC.�T�GTED, 3j ALL EXTERIOi� RECEPTACLES TQ BE GFI PRC?TECTEE�, AI�D HAVE WEATHERPRQOF GUVERS. 4j SMC?KE QEfECTC7RS 70 BE HARDWIREQ AtJD INTERCC��#NEC7ED, PLUS P(20VIDED WiTH BAITERY BACK-UP FER II�C CODE 5j S.B.C3. REPRESEhlTS FIXTURES TO SE SUPPLIEQ BY C}WNERS ELE�TRICAL !�E'Y: PENDANT Lf�HT D(REGi1CiNAL LIGHT CEII�ING 1v10UNTED LCGHT WALL MC?UNTED LIGNT WALL MC?llNTED SCUNCE R�GESSED GEILING LI�HT REC�SSEI7 PWI.iGHT RECESSEQ WALL LIGHT c_-� UNC?ERGAB1NEf STRIP LlGNT � F FLUORES�ENT LIGHT ---fl�--- CABLE LiGHT �' =-�-=� SPECIA�TY PENC3ANT -�-�-�-�- TRACK LIGHT r r r .. . ►�1 � r � � � DECf�RATIVE WALL MdUNT ST'AKE Mt�UNTEa LANbSCAPE LIGHT PIER MC3UNTED LIGHT SMOKE QETECTCIR SPEAKER WALL Mt'�UNTED EXHAUST FAN BATHRC30M EXHAUST FAN . • A (1 } bQ WATf INGANDESCENT LUMENS UUTPUi = 900 each LUMINC?US AREA = 414 SQ. INCNES B(1 } 50 WATC PAR 20 LUMENS OUTPUT = 525 D4WN LUMINf�US AREA = 4.91 SQ. IN. (FIXTURE HAS F�iLI. CUT 4FF} G� 1) 1001NATT A 19 LUMENS (�UTPUT = 1500 DQWN LUMIN4US AREA = 1 T3 SQ, IN. (FIXTURE HAS FULL GUT-C>FFj D (1) iQOWATTAI9 LUMENS C7UTPUT = 150C► C}QWN L.UMlN{JUS AREA = 1 i3 SQ. IN. (FIXTURE HAS FU�L CUT-OFF) � �� �4 �� r@ ��r � � � � �� F-Q2c F-C�� �� � SWITCH 3-WAY SWiTCN MULTIPLE SWi7`CH DIMMER SWITCN DUPL�X RECEPTACLE GRCtUND FAULT DUPLE?C RECEPTAGLE QUAQ RECEPTACLE SPECIAL DEV(CE C?U7LE1' DUPLEX FLC3C?(� RECEPTAGLE CATEG�RY 5E CABLE 2 GATEGORY 5E GABLES 2 RGb CQAXIAL STRUGTURED CABLE(2 CA7 5E & 2 RGb CC3AX) TELEPHQNE OUTLEf �t3T 1 EXTERIOR �IGHTING GC}UNT: Lt�T SIZE 11,610,2 SQ. FT. . ,� � . ..�.� � . �� p ������ � � � � ` ��=�' � � �� � �< �a � � �� �.�- �� �" �� � � �� '� ��� � `�mm �g�� �� � ��� � ���� . ! � • �� • • . � ' r � • � � � � t� � � • /S3l/ED FUR. DATE. DESIGNREVIEW 14.2T.2fX16 PERMIT 4.02,2007 AlL RIGHTS RESERVEE?„..,. ,.. �.,.. VVltt�, ����° ��^V iltvt/N/Y: tI-L7 n�o.��cr� svz st►�� r rrrc�• �c�cr�rcfu Pc.a�vs � � p���11 �� I: i, M ��ti .. � �� �{� �. A �± � • � � L . � � � i � � � � � � � � � � � lSSUEt7 �QR: 13ATE: DES/GN REVt�1N 91.2T.?Q(� PERMlT 4,Q2.2007 20Q6 MICFiAEI. StlMAtd ARCHiT ALL RIGH75 RESERVED, s7Silii�: ��Rrr� �e qn `i/ L7!{l'II►!Y. �[7 f� Il� lJ" J�� tI�" fY' WL s��er �Irl.�: EL�'C7RICAL PCAIVS / _ _ __ _ _ _ _ . _ DESIGN CRITERlA: RU(�F �NE LCiAD (SNOW LQAD): 100 PSF RfJUF DEAD �E}AD: 15 PSF FLQOR LIVE �t�AD: 40 PSF F�OC?R QEAD �OAD: 25 PSF dECK LfVE LOAD: 104 PSF DECK DEAD LOAD: 65 PSF BASIC WIND SPEED (3 SEC GUST): 9fl MPN W11VD EXP(JSUf�E: B SEISMIC DESlGN CATEGQRY: C IFiC EDITION: 2003 FQUNDATION DESIGN: 1. THIS FOUNDATION HAS BEEN DESIGNED BASED ON THE RECQMMENDATIt7NS SE7 FORTH IN GE{�TECHNICAL REPQRT #Q6180 8Y LKP ENGINEERlt�G, INC. CONSTRUCTIOC� QF THIS FC?UNDATION S!-IAL� FC?L�(�W THE REQUIF�EMENTS FROM THIS REPORT. 2. DESIGN OF FdOTINGS IS BASED t7N A MAXIMUM A�LC}WASLE BEARING PRESSURE 0� 2000 PSF. 3. REfAIN{NG WA�LS HAVE BEEN DESIGNED USING A LATE(�A� PRES�URE C?F 60 PCF FC?R THE "AT REST' EARTH PRESSURE CONDITION AND 40 PCF FflR THE "ACTIVE° EAFiTN PRESSURE CON�lTION. 4. FOOTINGS SHALL BE PLACED BE�C�W FRQST DEPTH C1N UNDISTl,1R8ED SUIL C}R C3N STRUGTURAL FILL Ct�MPACTED AS REQUIRED BY THE (aEOTECNNlCAL ENGlNEER. 5. �C?1L VALUES AND GC?NQ#Tlt?NS SHALL BE VERIFIED BY A REPRESENTATIVE C?F TNE GE�TECHNICAL ENGINEER. REPORT ANY DISCREPANCIES FRC?M THE QRlGINAL FINDINGS TCi THE STRUCTURAL ENGlNEEF3. 6. BACKFILL ARCiUND RETAINING WA�LS SNAL� 8E Ct?MPACTIC)N 1�ESTED PER TNE RECOMMENDAT{ONS OF 7HE GEC}TECHNlCA� ENGINEER, 7. PRC?VIDE PERIMETEFi FOUN4ATiQN DFfAiNS F'ER THE GEOTECHNICAL ENGINEER RECOMMENDATlC?NS. REINF�RCED �€�NGREi�E: 1. CC}NCRETE DESIGN IS BASED QN THE MQSi CURRENT PUBLlCATION �F "SUILDING COC7E REQIJIREMENT� Ft7R REINFORCED CONCRETE" (ACI 318). 2. STRUCTURAt CQNGRETE SHA�� HAVE A MINlMUM 28 DAY COMPRESSIVE STRENGTN �}F 3t�0� PSI. 3. CQNCRETE SHALL BE PROPORTIt?NED USING 1YPE I-11 SULFAT� FiESISTANT CEMENT. DQ NQT USE ADMIXTURES CCYNTAfNING CHLQRfDE SA�TS. 4. FC)R C(J�D WEATMER CONCRETiNG PRt�CEDURES REF�R TO TNE "ACI MANUA� �F CC}NCRETE PRRCTICE," 5. EXPANSION ANCHQFiS SHALL BE LOCATED NC} �E�S ThlAN 6(30LT DEAMETERS FROM Cf.}NCRETE EDGES ANQ SPACED AT N�} LESS THAN 12 BC}�T QIAM�TEf�S UNLESS NUTED OTHERWI�E. 6. CONCRETE FL�OR SLABS UN GRADE SHALL HAVE SAWN C)R TQO�EU GOR1TFi0� JdINTS AT A MAXIMUM SPA�ING C?F 12 FEET 1N EACH DIRECTIC}N IF PCiSSIBLE, Lt3GATE CONTRO� Jf.71NTS AI..ONG CULUMN Gi�iDLIN�S. 7. CONCREfE COVERAGE �OR F3EINFC}RCING STEE� (AGI 318-95j: . C(�NGRETE CAST AGAINST AND PERMANENTLY EXPOSEQ TQ EARThI: 3" . CC�NCRETE EXPC}SED TC? EARTM C?R WEATHER: . #6 BAR TNROUGH #18 BAR: 2" . #5 BAFi, W31 (�R D31 W1RE, AND SMA�LER: 1 1/2" . CC3NCRETE NC?7 EXPUSED TU WEATHER NC}R IN CONTACT WITN GRUUf�D: . a. SLABS, WAL�S AND J�ISTS (#11 BAR AND SMALLER): . #14 AND NC318 BARS: 1 1/2" . #11 SAR AN� SMALLER: 3/4° . b. BEAMS AND CC}LUMNS: . PRIMARY RElNF(JRGEMENT, TIES, STIRRUPS, SPIRALS: 1 1/2" RE{NFC}RCING STEEL: 1. EXCEPT WNERE OTNERWfSE NOTEQ, REINFtJRCiNG BARS SHA�C BE GRADE 6C} EXCEPT TlES, FIELD BEN7 BARS AND BARS TQ BE WELDED 1NHICN MAY BE GFtADE 40. ALL REINFORCENG BARS SHAI.� CONFQRM Tfl ASTM SPEC. 2. F(?R BARS #$ AND SMALLEF�, LAP BARS 36 DIAMETEFiS AT BPLICES I�J GUNGRETE. DO NQT WELD C1R USE MECNANICAL SPLIGfNG DEVICES UNLESS APPR�VED BY ENGINEER. 3. Ht7R1ZQNTAL BARS SHALL BE CONTINUOUS 4R LAPPED WITH CURNER BARS AT CORNERS. PR(�VIQE (2)-#5 BARS EXiENDiNG A MINIMiJM UF 2 FEET BEYC}hJD EDGE �F A�L QPENINGS OR STEPS. 4. EXTEN[} REINFC?RCING STEEL A MINIMUM OF 2 FEET THROUGH CC}LD JC?INTS. COORDINRTE A�L CC�LD J(JINT LC}CATIONS WITH ENGINEER. 5. WELDED W(RE FABRIC SHALL CQNFOFiM TO ASTM SPEC. A-185. �AP WELDED WIFiE FABftIC A MINIMUM OF NUO FU�� MESN GFiIDS. STRUCTURAL WUi�D FRAMING: 1. EXCEPT WHERE NC}TED OTHERWISE, AL� 2" Nt�MiNAL �UMBER EXCEPT STUDS SHA�L BE DQUGLAS FIR-IARGH #2 AND SET�'ER. ALL S(�LID TCM�ER POSTS AND BEAMS 3� Nt3MINAL AlVD WIdER SHA�I� BE DC?UG�AS F1R-IARGH #2 UNLESS NdTED C?THERWISE ON P�N. 2. STUDS SHA�L BE STI�D GFiADE ANQ BETTER HEM FIR t)R DQUGLAS FIR-�ARCH. 3. FOUNDATION PLATES OR SI�LS SHALL SE BC}LTED (�R ANCHORED TO TNE FOUNDATIt�N WITN NOT LESS THAN 1/2" DIAMETE� STEEL BQLTS t�R APPRC7VED ANCHORS. BOLTS SHALL BE EMBEDDED AT LEAST 7" INTt� CCiNCRETE t�R MASt7NfiY, AND SPACED NOT MORE THAN 4�T APART. THERE SHALL BE A MINIMUM QF TUVC? BOLTS �R ANC1-�4Fi STRAPS PEFi PIECE WITH ONE BULT t:}R ANCHOR STFiAP LOCATEQ NC7T MC?RE THAN 12'° OR LESS THAN 4" FR(7M EACH END OF EAGH PIECE. A PFiQPERLY SIZED NkJT AND WASHER SHAl.L BE TIGHTENED C?N EACH Bt�LT TQ THE PCATE. 4. BOTfOM PLATES IN C(?NTACT WITH CdNCRETE SHALL BE PRESSURE TREATED �UMBER (JR A LUMBER OF NATURALLY DURABLE MATERIAL.. 5, WOUD BEAMS BEAFiING iN BEAM PQCKEfS IN �CINCRETE QR MAS(JNRY WALLS SHAL� BEAR ON A TREATED 2x BEARING BL(�CK. PRt�VIDE 112"' C�EARANCE AROUND END QF WOOD BEAM. PRC}VIOE 2x TF�EATEC� B1�QCKIRIG EACH 51DE C}F BEAM A7 BFARWG. 6. BLfJCKING WITHIN FLC?C?R Jt�CST SPACES BENEATH PQSTS NOTED QN PIAN SHAL� BE OF EQUNALENT AREA OF THE C�JJLUMN ABOVE. SINGLE STUt� TRIMMERS D� N�7 REQUlRE ADDITIOt�AL BLQCKING 1N TNE F�C)(�l�. 7. BULTS tJSEd IN FRAMlNG GQNNECTIC}NS SNALL BE INSTAL�ED WITH S�E'AN�ARD WASHERS AND NUTS. R. REFER TC} THE 2(l03 IRC TABLE R602.3(1} (JFi 2Q03 IBC TABLE 23f�4.9.1 FC}R - MWIMUM FASTENIRlG SCHEDULE. A CQPY C?F THIS TABLE CAN BE PROVIDED UPC?N REQUEST. AS STATED 1N SECTIC?N �304.9.5 C1F THE 2fl031�C SECTION 2304.9.5: FASTENERS FOR PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED W(7t�D SHA�� BE C?F HC?1"-DIPPED ZIN�-C�?ATED GALVANIZED STEE�, STA1RlLESS STEEL, SiLIC(.)N BRC7NZE CJFi Ct�PPER. FASTENfNGS FOR WQOD FQUNDATItJNS SHA�.L BE AS REQtJIRED IN AF&PA TECHNICA� REPC7RT No. 7. r-ir-�r i crs�, ��t� �� f+ivu rsr�-��vi� �u�,,n r�� Jiivir�viv � � rsvivu- i ic wivivct. i urs� �..�r� EQUIVALENT. 10. WdQD NAI�ER PLATES QN STEEL BEAMS FOR TOP-FLANGE HANGERS SNALL BE RlPPED -i'� MATCH THE STEE� BEAM FIANGE W{DTH. 11. MANUFACTUftED JOISTS SHAL� BE FROM AN APPRC?VED MANUFACTURER IN THE SfZES AND SPACINGS INDICATED ON PIAN. IF JC7ISTS FFiOM A MANUFACTURER OTHER THAN THAT SPECIFIED ARE SUBSTITUfiEd, CQNTACT ENGINEER TO REVIEW SPANS, LQADING AR1C1 CONNECTfaNS. Ft�L�C}W THE MAI�UFACTU(�ER'S RECOMMENDATIONS REGARdING BLOCKING, BRACING AND WEB STIFFENERS. 12. EXTERI(�R WALLS SHAI�L BE 2x6 STUDS @ 16" ON CENTER OR AS DESCR(BED BELC}W, Ut�LESS NtJTED f�TNERWISE 4N PLAN: . WAL� HEIGHTS 12'-6 AND LESS: 2>c6 STUDS @ 16" 2c . WALL HEIGHTS FRQM 12'-6 THROUGH 14'-6: 2x6 STUDS @ 12"' . WALL NEIGHTS FR4M 14'-6 THRQUGH 17'-4: {2)-2x6 STUDS @ 1 B" . WALL NEIGMTS GREATER THAN 17'-4: C�NTACT ENGINEER CAP WITH A DtJUBI�E 2x6 TOP PLA7E OVERLAPPING AT CC?FiNE(�S AND AT INTERSECTIONS WITH OTHER PARTITIQNS. IF OVERLAP IS NQT POSSIB�E, STRAP TOP PLATES WITH STEEL STRAP TIES (SIMPSC?N ST292} AT TNE OUTSIDE C�RNER. . GABLE ENIJ WALLS SHALL BE BALLtJON FRAMED TO TNE BOTi`C?M C?F RAFTEFiS, LC>QKOUTS OR GABLE END TRUSS. . WALLS SHALL BE SHEATHEC� W1TH 7/16" THiCK APA FiATED PI.YWQOD C?(� C}SB SNEA7HING RATED 24116, EXPOStJRE 1 � BLC}CK AL� NtJRiZCiNTA(� JQINTS: 8d NRII.S AT 6" AT PANEL EDGES AND 8d NAILS AT 12" AT INTERMEDIATE SUPPORTS. PRQVID� (3}-2x�0 f-iEADERS QVER ALL D04R AND WINDQW C}PENINGS W(iH C}NE 2x6 TRIMMER AND C}NE 2x6 KING STUd EACN SIDE UhJLESS N07ED tJTMERWi�E. . NUMBEFi OF STUDS INDICATED ON PtANS FdR BUILT UP PO�TS ARE TRIMMERS ON�Y AND DC} Nt3T INCLUDE KING S7UDS. . ALIGN JOISTS OR RAFTERS Tt3 BEAR WITHIN 5" OF STUdS BELOW. 13. INTERIiJR LOAD E�EARING WALLS ARE 2�c4 OR 2x6 STUDS AT 16" ON CENTER WITM 1f2" GYPSUM WA�L B{�ARD BOl'H SIQES. CAP W1TN A DQUBLE TGP PLATE TO PR4VIDE OVERLAPPING AT C(�RNEF�S AND 1NTERSECTtQN WITH PAFiTfTIONS. I� QVEFiLAP IS NOT PC}SSIBLE, STRAP TtJP PLATES WITH STEE� STRAP TIES (S1MPS(3N �7292} AT THE OU7SIDE Ct?RNER. . PF�QVIDE (2)-2x10 HEADERS C?VER A�L DQ4R AND WINDQW QPENINGS WITH C�NE 2x4 C�R 2x6 TRIMMER AND ONE 2�c4 OR �6 KING STUD EACH SiDE UNLESS NC?TEC} OTHERWISE. . NUMBER 4F STUC?S INI�iCATED ON PLANS FCJR SUIL-E' UP PC�STS ARE TRIMMERS C3NLY AND DO NOT INCLUDE KING STUD�. . AL1GN JOI�TS QR RAFTERS TC} BEAR WITHIN S" OF STUDS BELOW. i4. AT BEAM BEAF�ING LUCATIC?NS iN STUD WA�LS, PRQVIDE MU�TIPLE-STUD POSTS EQUAL TC} WIDTH {JF BEAM UNLESS NC?TED UTHERWISE. 15. FLC}dR SHFATHING: PRC}VIDE 3/4" THICK APA RATED STURDIFLdOR RATED AT 24" ON GENTER TGNGUE AND GRC?C?VE EXPOSURE 1 FC?R AL� FLQCJR CC?NSTRUCTION. GLUE AtVD NAIL PANELS TO A�L SUPPOR7S: 8d NAILS AT 6" AT PANE�. EDGES AND 8d NAIL� AT 12" AT INTERMEDIATE SUPP(7RTS. It�STA�.L SHEATNING W(TH LONG DlMENSION PERPENDICU(AR TC3 JOISTS AND STAGGER JOINTS. 16. R4Q� SHEATHWG: PRQVfDE 5/$" 7HICK APA PLYWC}OD SHEATHING RATED 40/2Q EXPQSURE 1. (NSTALL �HEATHING WITN LQNG �fMENSION PERPENDICUTAFi TC} TNE SUPPOFiTING MEMBERS AND STAGGER JC?INTS. �lAILING: 8d NAILS AT 6" AT PANEL EDGES AND 8d NAILS AT 12"' AT lNTERMEDIATE SUPI�iJFiTS. , PRUVIDE WIND/SEISMIC ANCHQRS AT SUPPORTS F�R ALL FiAFfEFiS, TRUSSES �t�o �oa�c�uTS. . PFiOVIQE Sf�LID BLQCKiNG PANE�S BETWEEN ROQF FRAMING MEMBERS AT BEARING TO PREVENT ROLLING. 17. LAMINATEQ VENEER �UMBER (LV�} �HALL NAVE 7HE FC3LLl�WING MINIMUM PRQPERTIES: FLEXUI�AL BENDING STRESS: 2600 PSI . tvIC7DULUS OF ELAS71CI7Y: 1,90q,000 PSI . TENSION PAFiA�LEL TC} GRAlN: 1850 PSI . GC7MPRESSI{�N PAF�AL�EL TiJ GRAlN: 2310 PSI COMPRESSlON PARRLLEL TQ GRAIN: 750 PSI PERPENDICUTAR T� GLUE LfNE . HC?RIZ(�NTAL SHEAR: 285 PSI FQ��QW THE MANUFACTU(�ER'S RECOMMENDATIQNS REGARDING BLOCKl�1G, BRACENG AND WEB STIFFENERS ARID MU�TIPLE MEMBER CONNECTIONS, STRUCTURAL 51'EEL: 1. FABRICATION AND ERECTIt?N OF STRUCTURAL STE�L SNALL BE IN ACCQRDANCE WITH THE IV1fJ5T CURF�ENT PUBLICATfONS (JF EIl'HER AISC-LRFD, AISC 335 QR AISGHSS. SPECIFICATIC�NS AND CODE C7F STANDARD PRACilCE. 2. STRUCTURA� STEEI� Rt��l�ED SHAPES SHALL BE ASTM A50. TUBE SNAPES SHAL(._ BE ASTM A5fl0 GRADE B. PIPES SHALL BE ASTM A53 GRADE B(�R ASTM A507 . 3. ALI. BQLTS USED W STEEL FRAMIR�G SHALL CONFC}F�M T(7 ASTM SPECIFICATIQN A32a. ANCH�Fi 8C?LT8 AND 80LTS USED W TIMB�R CC}NNECTIt�NS MAY �E ASTM A3QT. 4. TaRQUE INSPECTIC}N �HAL� BE PRC?VIDED AS REQUIFiED BY THE BUII�ING INSPECTt7R. 5. EXPANSIC?N StaLTS SHA�� BE WEDGE TYPE "POWER" OFi APPRt�VED EQUIVALENT. MINIMUM EMBEDMENT SHALL BE 8 DIAMETERS UNLESS NQTED OTHERWISE. 6. ALL WELDING SHALL B� DQNE BY AN AWS CERTIFIED WELDER. 7. DELAY PAINTING WlTH1N 3p OF FIE�D WE�DS UNTIL WELDS ARE GUMPLETEQ. S. STEEL ANGLES THAT ARE USED T�J SUPPORT STONE VENEER ANd ARE IN CC}NTACT WITH C(JRROSIVE SC)I�S SHALL �E GALVANIZED AND SHALL 8E '} ATTACHED 7� THE FOUNDATION WlTH GA�VANIZED OR STAINLESS STEEL ANCHOFiS. 9. STEE� BEAMS BEARING IN MASONRY BEAM PCICKETS SHA�� BEAR ON 1" MINIMUM OF SHIM AND ALL VC3lDS SHA�� BE FILLEC7 WfTH NON-SNF3INK GROUT. BACK�ILLiN� FROCEDURES: 1. VERIFY TYPE C?F FILL WITFI GEOTECFiNICAL ENGINEER. 2. CONCURRENT BACKFIL�ING (�F EA�H SIDE QF RETAIMNG WAL�S TCi �INAL GRADES IS C�EQUIRED UNLESS TEMPORARY SHQRING 1� iNSTAL�Ea. DO N(7i' BACKFiLL AGAWST RETAINIt�G FC?UNDATIQN WALL.S UNTIL SUPPQRTING FRAMING ELEMENTS ARE IN PfACE, OR ADEt�UATE TEMPC?RARY SHQRING IS INSTALLED. GROUT: 1. GROUT BENEATH COLUMN BASE PLATE� AND STEEL BEAM BEARING PIATES SNALL BE NON-SHRINK, NC}N-M�iALIC GROUT WITH A MINIMllM COMPRESSIVE 5TRENGTH QF 2500 PS{. GENERAL REQUIREMENTS: 1. CHEGK A�� DIMENSICINS AGAINST ARCHITECTUfiAL DRAWINGS PRICIR TQ CONSTRUCTION. DO NQT SGA�E DRAWINGS. CfJNTACT ENGINEER 1F DISGREPANCIES IN DIMENS{�NS ARE D{SCC}VERED. 2. THE S7RUGTURAL DRAWiNGS DESCRIBE THE C(�MPLETED STRUCTURE. THESE DRAWlNGS H�IVE BEEN PREPARED F�R THE USE QF A QUALIFIED CC?NTRACfiC?R WkTH EXPERIENCE IN THE CtJNSTRUCTIf�N SYSTEMS AND _ _....._. ..._ _... ._..._. .. . .. ._ _ . _. _.. _____..__, . ._ ._. .. __ . _�_...--- - ACHIEVE TNE FINAL COMPLETED STRUCTURE. THE SEQUENCE OF �UNSTRUCTIQN IS THE FiESPQNSIBILITY UF THE CONTRACTOR. CUNSULT WITH THE ENGINEER FC}Fi SHORING DESIGN AND RECOMMENDATIONS (NOT IN CONTRACIj. 3. THE CONTRACTCaR IS RESPQNSIBLE FC}R THE MEANS, METNQDS SEQUENCES AND PRE}�EDURES FQR CQNSTRUCTICIN OF TNIS PROJECT. NUTfFY STRUCTURA� ENGINEER OF E(�R(�RS �R OMISSIONS IN THE CQNSTRUCTION DUCUMENTS IMMEDIATELY. DU NQT PRQCEED UNTIL EFiRC7RS OR OMISSIC3NS ARE RESdLVED. GOdRDINATE ftEQUIREMENTS FaR AL� PENETRATI4NS THRC}UGH STRUCTtJRA� MEMBERS WITN STRUCTURAL ENGINEER. JC}BS1TE SAFETI' 1S THE SOLE RE�PC3NSIB1�I1Y t7F THE CQNTRACTQR. 4. QBSERVATlON VISITS BY TNE STRUCTURAL ENGINEER ARE FOR DETERMINATION QF GENERAL CQMFLIANCE WITH THE CONSTRUCTION DOCUMENTS. 1�HfS C}BSERVATIQN VISIT IS Nt3T AN INSPECTIO�l. THE G(7NTRACTQR SHALL CC}NTACT 7HE ENGINEER AT THE APPRC}PRIATE TIME TO SCHEDULE THIS VISIT. 5. �UBMIT SHt}P DRAWINGS TO ENGINEER FQR STRUCTURAL STEEL FC7R FiEVIEW PRIOR TQ FABRICATIC3N OR CdNSTRUGTION. THE ARCHITECT ANDIQR Ct�NTRACT()R ARE RESPONSIBLE F�R VERIFYiNG DIMENSI4NS AND QUANTITIES. THIS REVIEW {S FC}R GENERAL C(aMP�IANCE WITH TkiE INTENT (3F THE STRUCTURAL DRAWINGS. 6. WHILE EVERY EFF�RT IS MADE TO PROVIQE A�OMPLETE AND ACCURATE SET UF CONSTRUCTION DOCUMENTS, ERRORS QR �MISSIQNS MAY dCCUR. RE�EASE OF THESE DRAWINGS ANTfCiPATES CC)NTINUED COC?PERATION ANd COMMUNICATI('}N BETWEEN 7NE CaNTRACT�R, ARCHITECT AND ENGINEER TU PRC}VIQE THE BEST POSSlBLE STRUCTURE. ABBf�EVIATIC�NS LiST q,g, ANCNOR BOLT Ap,�. AQJACENT ALT. AL.7ERNATE q��H. ARCHITECT BQ. BQARD g��G. BLOCKING gM. SEAM BM. PKf. BEAM PC?CKET BRG. BEARING CAN7. GANTII..EVEF� CLR. CLEAR CMU CONCRETE MASC?NRY UNIT C(�L. CO�UMN carvc. co�vc��-rE CONT. CONTINUOUS �,p. CRIPPLE POST DWL DOWEL �a. EACt� �Q. EQUAL. �Xp. EXPANSION EXSTG. EXISTING F.D. FLOQR DRAIN Ff'G. FOQ7ING G.�. GLUED LAMINATED HDR. HEADER HORIZ. HC7RiZC�NTAL INFO. INFC7FiMATION JSTS. J01�1"S K.S. KING STUD L�V LONG LEG VERTICA� LONGIT. (..ONGITUDINAL L1Wf. LIGHTWEIGHT LVL LAMlNATED VENEEF� LUMBER MANF. MANUFACTEJRER O.C. (?N CENTER R. PLATE REF. REFERENCE RElNF. REINFfJFiCING SCHEQ. SGHEI�ULE a.1.P. STRUCTURAL INSULATED PANEL ST�. �TEEL T.B. THRdUGH BCJLT T&G TONGUE & GRL70VE TO TC7P tJF TC?F TUP QF FOOTiNG TOW TC?P �F WA�L TRANSV. TRANSVERSE TRTD. TREATED TS TUBE STEEL TYP. TYPICAL VERT. VERTICAL VIF VERIFY IN FIELD W.P. WATERPRCl(7F Wi WITN � • � Q 'i i � � i � • i � •' w , � ' � 1 � � � � � Q� - • � � � � � j S: � ' � �: � � � is � . . . � . . � � � � � � ' ! • � � � j i � � i � % i � ' i : • � 6 � � �f �! {'� ' ! ' i i t � •� �� � ' • 1 � ' � ' � • 1 � . . . i ; � I : � � M • �� C{�LUMN BEARING PLATE SCHEDULE: 3/4" = 1'-0 TYPE PIAN VIEW PIATE THICKNESS {!N.) ANCHORS 1 p° � a' 7',�" 1'a" ._�� 0 0 3/4" (4)-112" � x 8" � o _f� � EXP. ANCHQRS � � 0 0 •=,.� 1 {}" �a� " 7��� ' �� � a o 5/8° (4)-1i2" f2S x 6° 0 � _ EPDXY � � rr= ° ANCHORS 0 0 n,b 1 B"S2S CQNC. PiER 8�� 6a�� 1a� +- N 3/4" �2)-1/2" Qf x 8" � C° �"� �N EXP. ANCNQRS ryw 'z' z UNG. WALt� 10" �1�� 7i�� � j�� a' z a ^N 3/4" (2}-1/2" QS x 6" � -� EXP. ANCHORS � o a �N 5 5 cv ---,i�r� G(3NC. WALL 1/2"!?S x 10" A.B.'s @ 48" C?.C. W Ct}NT. TRTD. 2x6 R � #5's CQNT. HORIZ.- a� 16" Q.C. #5's VERT a�} 16" Q.0 #5 DW�S. x ( �? - @ 48" � ��� (2}-#5's CONT. -� TQP & BOT. TaF PERIMETER --� DRAIN PER GE(.�TECHNICAL ENG. 1/2°f� x 10" A.B.'s @ 48" O.C. IN CC�NT. TRTD. ?�t61� �5787'-9� Y TOW #��s co�T. �oRiz.- @ 16" (J.C. #5"s VERT a� 16" C}.C. #5 DWLS. x � - � ���� cv 6" (2)-#5's CONT.-� T(�P & BOT. : : • • • M ., . . s = � 4 d. � 4�� d 9 a �a �a ' •d . Q. p � �4�� ��� . 1'-40, . a a d q � a ��� � :° a u a � � 2x6 EXfERI{JR WALL 1/2" EXPANSIUN MATERIAL 5"' CQNC SL.AB PER PI.JaN $5$7'-9 4 ° b TQ SLAB � .. � a �� � ". � i � .' ' ' f: � r .' i :Z C � J : � � 1� /G� � � 1/2" EXPANSIC7N MATERIAL � /- �° eor�c s�ag / PER PIAN 8587`-9 '� 4 � TQ S�AB . . � a a ' a a:q Q . o0 8�� ��� �r� 2'-0° , �� 1/2"i2i x 10° A.B.'s @ 48° fJ.C. IN COf�T. TRTD. ?�6 R i, 8s�7�-9 #5's C{�NT. HC7RIZ.- @ 16" (J.C. #5's VER7 @ 16° O.C. #5 DWGS. x � � °°~ @ 4g" �,`�' ��� (2}-#5"s CC7N1`. ---e TOP & BUT. PERIMETER - DRAIN PEFi GEOi'ECHNiCRL ENG. 5'" CONC. SLAB PER PIAN �•%._': s •` 1 :• s• • L n 4 � a de. � CO �� ��� ��� 1'_4�� 2x6 EXTERI(7R WA�L -1/2" EXPA�JSiON MATERIAL _ 4" CC7Nl.. SIAB P�R PLAN SLt�PING fL 4 Q TE� SI�B � fiCAI F• �Id" n- 1' 2x6 STUp BRG. WALL • .� 5" CQ�1C. SLAB PER PLAN nrn�� n 2x6 STUD BRG. WALL CQNT. 2x6 f�,GLUEC71'C7 �C)NC. BLOCK QUT F(7R COL_. PLACEMEN7 � i 1/2" EXP. MATERIAL� 5° CUNC SLAB PEI� PiAN a d d TS GC?L.. PER PIAN BASE R; PER SCHEI�. SN�ET S� 1" SNIM & NQN-SHRfNK GROIJT SEE PL�1N � � i # � • • �! REF.SCHEDULE SMEET S2 FC}R FiEINF. INF�. E�� ��� , REF. SCHEDULE ShIEEI� S2 (1j-#4 CL)NT SEE PIAN ��� 7C}W � #4 QWLS. x ° - � ���� (2)-#5's C(�NT. TOP & BOT. � r r F� � � r a � i r � , r r �� � � c 4�� 4�� a ' A � �. 4° - d Q .Q ' co ��, �,� �„ I � �-�„ a � �"' : 3i4" = 1 4"' �QNC. SL.AB PER PLAN ��� ��� , . d ° TC} StAB �---- � r #5 DWLS. x � C� 48° i� � 6� (1 j #5 CONT. MIC}-NT. � ���t�� � a � . • � ♦ i f� � � �t * � i . 0 Mr �► + M . . M i • �r • � t � � � �� � • i i � � � / _�._.. � �..�..� k.,.L.i � � � � � � � � � � � .�....,�. � � � � � � � � � � � � � � � � �..../ ... �.J �J �` � "T""_' '"'"""` � � � � � � � �""�j � 1...1.... � t..�..� � i"""" � � __._.1 P Fi Q J E C T: 010�-C�7 DFiAWN �Y; TFA REVIEWED BY : J�L � � -r E � PE��rr a�.o�.o� REVI�IC}N�: � � � � � i ,��� — �� � � � (2)-#5's C(3NT. HQRIZ: PER PLAN Tt�P & �C�T. � TOW � , 2 FULL FOR REMAINDER OF REINF. INFO.-� (�)-��'� x HT. REF. TCi APPR4PRIATE DETAII� �"_{} (�)-#5's CQNT. N�RiZ. �, fl -CC}P & BC7T. , �'� FULL (2)-#5's x NT. ��-a ��-o PER PLAN EXFEN[J NQRIZ. REIN�. TQF 2'-b PAST STEP TYP. � FC}R REMAINDER OF RFINF. INFtJ. �j F�EF. TC? APPR(JPRIATE DETAIL I � � � r �� � � � ��ti � � 0 31 �_�" � • � 1 ❑� f� �� � � � � _ _ e � _ _._ � __ __.___._._--m_.._ _ ___ _ � .__ 1 � � -� � — — _ a — — i � ' � �1 = i { � =� � .____ ; � 1 � _. �- --� _ � � � t I � N � i �° � TOW = 8587'-9 � C � � ( l g TOF = 8583'-9 I � � a____ � � � 4� O � - - - - ° - - '_ ""_ '� I � ti � � � _ _.._ � � _ ___ .___ �.______..�_-.--_._ __ ��._ _� _._ _ ____ ___. _ ._.. _._____.._ a � ( ! ____ _..� I � �! I UERI W/ARCH. ( � �Q � I � � 1 g TQ F. . S1 �� 8587'-5 TOW = 8587'-9 3 i � I�-o-' � � z� � ( TU SIAB TUF = 8583'-9 � z S6 I '- I 23�_��, �_Sg„ � 8�_2g'-'� ,�� �� 11 �_0° � �_��� 0 __ _____. _. .____._ _- ---------______ � . , � � � _..._! - � --j" � � __ _. � _.-� _. _._._. _ ___ ____.___.._ I ( I= i ; I ;� I � � ( I �I I 1 1 I �� sTEP 70 � , � � � � � ��B � $�$7�-� , , g I I � � I ' T{� SLAB ( 2 � � �� � S6 �yQ � �yt� • � S1 � ( i 2 I �--- k �� � i �,_�,� � � � ` C D � - _ _ L.� �_ c �, � I— —1 �-- —1 �° ( �____ _1 2�_a�� p� � �� � 1 1 1 TOW = 8587'-9 I cr� va ' � � € � ( � ( , I � � f TQF = 8583'-9 � ° ----I� � I BLOCKOUT FC)R�.�"` �� , � I � � TS COI.. I i ( I ( I ! � � , � PLACEMEN7. I � — � € L � � .� ____ � � _ _ � RE�.2IS1 l-- � � --1 �- 1— p Q � 8587'-9 4" GONCRETE SLAB C?N 4" CLEAN GFiAVEL. � .�-� ��� I ( BASE CJN UNDISTURBEQ GRADE 4R ( u�� ,�� C�MPACTEQ STRUCTURA� FILL PER SOlLS � I j � ENGlNEER. REINF�}RCE SIAB WITH �� I ° I 6�c6-W1.4xW1.4 WE�DED WIRE FABRIC ; 5" CC}NCRE7E SLAB t7N 4" CLEAN GRAVEL ( � TC30LED GC7NTRDRUJC}I�TS AT 12�0"��N �� � � co � ( BASE C?N UNDISTURBE� GRAQE 01� E MAXIMUM SPACING EACH WAY. ' CC�MPACTED STRUCTUFiAL FILL PER SUI�S �� �.�W ', I ( ( � I � � I ENGINEER. FiEINFt7RCE SLAB WITH 8 x 6- W 1. 4 x W 1. 4 W E(� D E D W I R E F A B R I C TtJF = E THRC}UGHOUT. PRQVIDE 1° DEEP SAWN C}R I C C� � �� B i ( , I � �- � ,- ( � iC)F - 8588''9 T ( f � � I I � TOOLEd CONTRQL JC}IN7S AT 12'-Q" � �( �„ Q„ MAXIMUM SPAGING EACH WAY. I � � 1 � � 0 TQW = 8591'-9 �� I I 8586`-11 I � � I I I S1 g TO SLAB �� � c'� I f ``�` � TC7F = 85$3'-9 ..�.� ' I � _ � ( � '- f 16'-8��� .� �_4�� 15'-7-n'° �� , . � , _� _� __._ __ .� __ _ ._ _ _ � _ __ _ _^ � J_ __.._._ .. __. _- -- — _.. .__ � � _ � .__ _ __..___ _.., .___ . i � �_ T _� � .� .� — — — — � T4W = 8586'-3 TC}W = 8586'-3 T4W = 8587'-9 T(7W = 85 7'-9 F� is TqF =$583'-9 TOW = 8587'-9 T�F =$583'-9 TOF =$583'_g � I TQ� = 85 3"-9 TOW = 8591'-9 TC}W = 591'-9 � _� � � ' � � iUF = 5$5'-9 � � � TOF = 8583-9 � TOF = $583-9 — I ❑ � �2 � � I . i _ � _ r .._._ - — — — -- -- --- � -- - - ._ _ _ .e.. �_ ....__ ..e.._ �� __. _...._.� �.._.w.�_ �... .....____.....,.____._...# 1 �,_1�, 1 ., 1'-8`� 26'-4" 9'-4° � I STE � 0 I STEP � TOF !� _ � S1 Tt�F � � � � � ��� � �,_�'`z,° ( 3'-9° ( 7'-0° 4`-9" 28'-11" � fo i i { i I i � I , c�� T�a 16"'�Zf CdNC. � s �Q�_ �� TOW = $591'-9 (VIF� PIER � TQF = 8583'-9 .P- � � � � � � � o I � �r ( � �i � S6 �� ` ��� I ( _ .�— _ . ; � � � � o I � A ! A , � 3'-1„ � 7'_$�� ��� � cv 14'-66�'" � � 12"' SQUARE I ( j ; CONG. PIER I 1 I 7d'-5�� � � ` � �_��� ��� y �_4�� ! � ( � I 8'-2" i I�QLATED �PREAD FC�C�TING S�HEDULE ; LABEL aIMEN�IONS � REINFORCENG � � � ...- � � 76"Qf CONC. ° PIER � � � � I � 14'-18'� � A 2�-0 x 2�-� x 1�-0 {3)-#5�s x 1�-6 EA, WAY �� ( I ��� 1 y�f�1 1 1 V I�1 ���i '� sCA�E: ���° =��-o B 3'-t� x 3'-Q x 1'-0 (4}-#5's x 2'-6 EA. WAY C 4'-� x 4'-0 x 1'-0 �5)-#5's x 3'-6 EA. WAY a ( P�N �voTES: D 5'_Q X�i-Q X 1�-O ������`S X��-�} EA. WAY ,�' 1. CC}NTINUOUS FCJ(JTING� ARE CENTERED BENEATH FOUNDATION WALLS UNLEBS NCITED (JTNERWISE 2. CONCRETE WALLS ARE 8° TMICK UNLESS NOTED QTf-IERWIBE E ��-� X 5�-� K��-Q ���-��J�S X�'-� TRANSV. ( 3. CC3NCRETE FOQTlNGS AFtE 8" TNICK AND 1"-4 WIDE UNLESS NOTEC} E�THERWISE �4�-#�J�S X��-6 LONGiT. 4. CONTACT ENGINEER IF C7VER-EXCAVATION IS REQUkREI� T� FIND ADEQUATE S(�IL BEAR1f�G .,s'' S. STEPS lN TQP OF F{7UNUATIC}N WALL ARE INDICATED; �- F �J' �-C} X�T �°� X�I �-{� �S�-�1-`'�J°S X 4'-� TRANSV. TOW = 8591'-9 NiF) y,�' 6. Q INDICATES CQNNEC7IC}N TYPE. REFERENCE SCHEDULE SHEE7 S1 �.E'?�-#5�S X�'-6 L�NGIT. �o� = s58�'-9 '"- % 7. Dt� NQT SCALE DRAWINGS. VERIFY ALL DIMENSIC?NS WITH CC7NTRACT�R �,, ,,/ 8. � INDICATES COLUMN BASE PIATE TYPE, SEE SCHED. S1 / ''�,- / '/ .�`'F '/' ,-�'y '� / r � � �- „/ /' �, ''� �3 � ,�'"° �,,, � ,�'� � , � '� � � RUBE3LE WAI.� PEf� AC�CN. REF. LANpSCAPE P(AN . .. .. • 1� , � •i � � * � � * • M M• � • � � • w � � i � � r�,. � � � � � . � r � � � ./'" ...,.... � �J.�J L.J.�.1 � � � � � � � � � � «�..... � � � � � � � � � � � � � � � � � �. � � � ....... "t'_'_ "-'""'" � � � � � � � � � � W "�� � � � P R C7 J E C T: 0102-J7 DRAWN Bl`: TFA REVIEWED BY : JPL D A T E: PERMlT 04.02.07 REVISIC�l�1S: � � � � : '1' � � w �J �-- - _ _ _ _ _ _ G� _ __ ��..-,` .�_ TYPICAI� EXTERIOR HEADEF� ARE (3)-2xifl Wl (1)-3c6 TRIMMEfi & (1}-2x6 K.S. EA. SIDE, IND[CATED THUS � .._ _ 3�- �. _ ___ _ �� ___ A� I !{ i � � ' I � I / � \ 7 � � � I E � �F ! � � I ��' � i I i 1 � � / ( / � / f � � % � / �,,.- / � •� /° �s � �- �„f ,',- / �,,. ., '� / � ,- �- ti C33 tfi � �} � C? ,-- � �._ � � � � __� �� � �;i� � �;;, � ! � t � r� Y �V I t''�1 I'� ���...�! �.,J 1 l � 1 lf'11'V! 11 'V �, � i� ���� �CALE: 1/4�� = 1'_0 PLAN NOTES: 1. FL�OF� BEAMS ARE F�USH FRAMED UN�ESS NOTEQ "DROPPED" 2. F�.QC7R SHE�GTNING IS 3/4" T&G APA RATEI� STURDIFLOQR, EXP. 1, SPAN RAiING 24" O.C. 3. PUSTS CC}NTINUOUS BELOW ARE kNDICATED: ❑ PfJSI'S �RC3M ABUVE NOT Gt7NTINUC}US BELt�W ARE IN[�ICATEE}: 4. INTERIL7R STUD BEA[�ING WALLS ARE INDICATED: , 5. FLOOR JC7ISTS ARE 11 7/8" BCI-6000 SERIES �a'� 16" UNLESS NdTED QTHERINISE. 6. TdP QF STEEL BEAM ELEVATIQNS ARE NUTED: (####'-##) 7. Q INDIGATES GONNECTION IYPE. FiEFE(�ENCE SCNEDUL,E SHEET S1 8. NUMBER OF STUDS INDICATEC} fJN RLAN FOR BUILT UP POSTS ARE TRfMMERS ONLY AND DC7 NfJT 1NCLUDE KING STUDS. 9. ❑ INDICATES CO�UMN BASE PLATE TYPE, SEE SCHED. S1 1C1. DC} N(�T SCA�E DRAWiNGS. � � \ � � \ � ♦* � * '� � M r . ; ��.: '�,�`� rvC:.fi�� \,�` .,:� .` C.�s �, �,ho v { . � :,f �f,:z, .... � � `� ........ .....m .,. . � .... 0 � � ! � � � � � � '! 'r1 M � � � • « # � � i � � � i� � � � � � � • � � � � �� � P R O J E G T: 01 Q2-C}7 D Fi A UV I� B Y: TFA REVIEVUE� BY : JPL D A T E: PERMIT C}4.02.07 REVISiC}NS: � ��� � � � � � � _ __ _ �. .i ___. _ -- �'.�. _... . _ _. �`3� 1 ..____._ ._._ _ \_.� �___ _ __ �� A } ( E ! -- �____� � _ � ; �__._ �� - � __ ______, __ € ____ _ �_ � � TYPICAL EXt�EFtIOR HEAQERS ARE (3}-2x10 W/ (1j-2�c6 TRIMMER & (1}-2x6 K.S. EA. SIDE, INDICATED THUS B � C � . � �_ _ _ _� � �_�� ==_�� i E � � � � � � � � � �� �= ----� � -- - - --- ;� ������e�m�� � � � � � � � i � � _._�_ ____ � � ��� � � � � � � i I iq I � 's ' I t � i � INDICAT�S CQNT. 1 i/4 X 11 7/8 L� L RIM BD., TYP. F ( � _____ � � ____. .� ___.____ ___�___ ______. � ______ ____� r� �� �f � � ( ( � �--- --- -_.._ _ � _ _e. ______ -- __ _ _ _. __._� - -_ _. _ ._ __ _.. _ __ ____ _ _ __ _ _._.. _ _ _7 � _ .� _ ; � _____ _____ _____ .� _r _______ ______ ._ __ � _� _. _ _. — -- ____. _ _ ___ --- � _ _ _ _, _ _ _ __ _ - --. I �---- -- -�-� ---�--- --�- -�----- � ----�-- �----� -�-- ! --f - � � � C I � � ; � � �� , ;;� ( l'I� ��' � � � i � � � � � _. � � - � � ' i � il--'` ' j -` I �. °"�-- I I ,..J--- ' 1 _--- �,�--- � � .�--- I° � -� _--- i � ` f /' f } _ �� � n' I I � �° i '" _-- s � .. � ' ` , I I � I I C � i l i � _ _ � � r''� � / �,,,- -`� �,,,- / f / �,,.- / /,- / � � � / � � � �r i � � - r l _T. � � �� � . . � PLAN N4TES: 1. FL(��R BEAMS ARE FLUSH FF�AMED UNLESS NOTED °DFiQPPED° 2. FLC?C}R SHEATHING 1S 3/4"' 7&G APA RATED STt1RDI�LC}C)R, EXP, 1, SPAN FiA7WG 24" Q.C. 3. P(�STS CUNTINUC3US BELOW ARE INDICATED: � P(�STS FRQM ABOVE NOT COt�7{NUC?US BELOW ARE INDIGATEQ: ❑ 4. INTERIdR STUD BEARING WALLS ARE INDICATEC7: �� 5. F�OOR JOISTS ARE 11 7(8" BC1-6000 SERIES @ 16" UN�ESS NC)TED OTHERWI5E. 6. Q lNDICATES CUNNECTIi�N TYPE FiEFEFiENCE SCHEDU�E SHEET S1 7. NUMBER QF STUDS INDICATED ON PLAN FC3R BUILT UP POSTS ARE TRIMMERS ONLY ANQ Dt3 Nt)T INCI..UDE KING STUDB. 8. DC7 NCJT SCA�E DRAWINGS. � ., �rr • .� • «• * � i� * � * � L=; � y <;.:,�. �: _� r,-� �� � `� � �rr • • � � • • • �MM • i • � � � � � ��; .��; �� � �.w �� � ( ', f � � ......,.. � .....�.. � � � � � � � � � � � � � � � � � � � � � � � � � � � t ' � � � � � �,�� •.• � -� � .....�.. �- - � � � � � � � � �... ,,,�1 L..1..,�1 �--- � � � �rr� 1 # ! i� ' � : � ��• � a � � � �r � �, � ••• f�! ! . � � � �- �► +� . � � �► ♦ � �"' ' 4-__.-_.____.._.._. ...._.. � -____.._._._.. _ _ _..... �_ � ' • •• r � r � s TYP{CA� EXTERi� ARE {3}-2x10 W/ TRIMMER & (`I)-� S1DE, INC3ICATEC INDICATES 2x12 �OOKC}UTS @ 2� Q.C., TYP. IND(CATES CC3N� STRUCTURAI. �l FASCIA, TYP. ��---- __ . _ ��� ` �� . .. _ _ .. _.... � ! i � � i � I � i i � t � i i f 1 � i I � � � � � REF. ARCH. FOR DECOFiATiVE TRELLIS ROOF MEMBEFiS. THI� STRUCTURE fS NC)T Tt} BE SHEATNED AIVD IS NC?T DES1Gt� TC� SUPPQRT SNC}W �C7AD !�,.�� �-- ! � � � � �__ � � � � ---- --- 1 i i��� �=_--�� � ---I �- � � = � I �� ��� ! I � � � � i I j , �, _ _ --°r � � � ��� � e---- � - � - ,-_,-'-- i� �., --- '- I ,,--- ' I I � �---- ,�--- E - C��- -�. � � � RO�F F�AF("ER SIZE/SPAGING SCNEDULE: � �� � MAX CLEAR RUN RAFTER SIZEI�PACING � � i ! � , ; � � % / � % �; / � % � % � / � / �- / ,- / ,�,.,- � f / 9'-6 2x12 @ 24" 11'-6 2x12 � 16° � ��-s ���-�x� 2 � �4° oR 1 3/4 x 11 1 f 4 LVL @ 24" 16'-0 1 3I4 x 11 1(4 LVL �7a 16" 17'-6 1 3/4 x 11 1/4 LVL 12" ��� �� � � � �- � 1 s t _____ _____ � i� � ��_ �-� � -l__ �, _�__ �._ . 1 t � -�-��1; I,i!� �� � �il �1 , i�� ��;__�� , �� � u � SCAL.E: 1 /4° = 1'-0 PLAN NOTES: 1. ROQF BEAMS ARE FLUSH FRAMED UNLESS NOTED °DRC)PPED" 2. REFERENCE RQC}F FiAFfER FRAMING SCHEDULE TH{S SHEE7 FC1R RAFTER SI7_E AND SPACING U.N.tJ. 3. R(�OF SNEAT{NG IS 5/8" APA RATED SHEATHING, EXP. 1, SPAN RATING 40/20 4. POSTS CUNTIt�UUUS BELC}W ARE WDICATEQ: � PQSTS FROM ABC}VE NC7T CC?NTlNUC7US BELQW ARE INDICATED: Q 5. INTERIOR aTUD BEARIi�G WAL�S ARE iNDICATED: �`��.���� 6. �} INDICATES CONNECTIQN Tl'PE. REFERENCE SCHEDUI.E SHEET S1 7. NUNI�ER QF STUDS INDICATED ON PIAN FQR BIJILT UP P4STS ARE TRIMMEFiS ONGY AND DO NQT INCLUDE KING STUDS. 8. DO NQT SCALE DRAWINGS ___-- _ _ _ __ . __ __ _.. , ; "� � * �- # f� � � �� � � � � '� ,�;R� �t� . �'�;%, � � . � ''� � � � � ♦ ♦ \ � � � � * r � � � � � ��; � � � � � � �� � � ''� � � � � � � . � �� � P R�} J E C T; 0102-07 QRAWN BY; TFA FiEVIE1NED BY : JPL D A T E: PERMlT Q4.4�.07 REVISIC}NS: ��� � l� � � � � 4" (2}-1 3/4 x 9 1/4 LVL 1�" �/� ��� r�� ( �.�� = - ;bN W �x13 ~ =.� � 4" =�,� STL. BUGKET: "'" BRG. �': 518xBM. WIDT�1xt7'-4 SHEAR TAB: '_ SIDE E(?'s: 114x7x1'-0 WI 3/$x4x0'-5 1/2 W/ (2}-1/2"St�T.B."s � I (2)-314"QiT,B."s TS 5x5x5f 16 � � t (�`"�i�'�: ��... ,�i �i�� ��il'll'll��j, t� � �� ��i , ; 13I4x51/2LVL RAFTERS @ 12�� 2x8 BRG. BLK. 2x6 STUD. BR�. 2x6 EXTERIQR CURTAIR! WAL� (2)-1 3/4 x 11 718 LVL DBL. ST�. BUCKET: BR�. f�: 5/8xBM. WII�THx1'-0 S1DE �'s: 1/4x1�1'-0 W/ {2}-1l2°S� i.B.'s �F3G. �?: 508x8M. WIDTNxO'-5 SIDE {�'s: 114x5xC7°-101N1 (2)-112'��Zf T.�.�s TS Ct�L. PER PIAN � 1� ��� AL� FLASNlNta ANt� ---°� W.P. PER ARCH. E7CTERIOR WA�� W/ —�,,, � (2}-2x6 STUDS @ 12" ��� WQC}CY FRAMWG N�T SHOWN FC7R CIARITY 1 1I2" MAX. LTVVT. CQNC. C?VER W.P. MEMBRANE �NQ SLt�P� PER ARGN. (�D TYP. J(�CUNN�C71tJN � L 4x4x 1/4x0'-51 /2 W1(4}- — 314"fZS T.B.'s (2 EA SIDE QF WEB} 2"' R�TURNS � ■ � � • ` !r� `+ • � �w � :,ALE: 3/4" = 1'-0 5J8° RC}C?F SHEATHING 2>c10 BLKG. BiWN. RAFTERS C? BRG. 2x7 2 RAFTEFiS PER PLAN ^.AI �• �14" � 1�_(7 2x12 �a7 12„ `�X'f � �.E��.a�� W� (6)-12d NA1LS & (1)-51$�� Qf x6" LAG �a 12° (N QB�. WALL STLfDS SCALE: 3f4" = 1 �}K CCiNNECTIC3N � � 4x4x1I4xfl`-5 112 {WELD AL� RRQUND} J�C r V 70 STL. � � � r i � STL. BM.'s PE� PLAR! �CQPE AS REQ'Q.) SEE PlJ�1N _�__ �ro s-��..—'��- BRG. R �I8x8M. V+IIDTMx 1'-0 W% {4}-1/2"fZi T.B.'s (REF. 14/S6 FOR DIMENSION�� TS 10x6x3/16 �'i� WOC}D FRAMING NOT SHOWN FOR CLARIiY ST�. BM's PEFi PIAN W/ � BM. FIANGE WIDTH DFiiVE- PINNED T(J STL. @ 16" '— �f� 6„ 2" RETURNS - J�CONNECTIC}N J L 4x4x114x0'-51i2 W1(4}- 3I4"f2� T.B.'s {2 �P, S@E {�F WEB} TS CQ�. PER PLAfJ BM. FLANGE WIDTH DRIVE- SCALE: 3/4° = 1'-0 1 a' TYP. I I � TS 14x6x3i16 '� I� � BRG. F� 5/8xBM. WIDTHx Q 1'-0 W/ (4)-1/2°�b T.B.'s *- � � 114" FITfED V�lEB STiFFENER (EA. SIDE C?F WES) (i STL. 8M. PER PLAN WQOD FRAMWG NOT SHC�Wt� FQFi CfARI`CY SCALE: 3/4" = 1' C{7 S7L. � I�—STL BM. PER PLAN ( CAP (�: 518xBM. WIDTN x 0'-5 W/ (2)-1/2"� T.B."s (C?NE EA. IS1DE OF BM. WEB} TS COL. PER PLAN C WQOD FRAMING NOT SNOWN FC7R CIARITY ST�. BM. PER (2}-112"�3 x 4° L WTO WD. PC}: P(�ST PER Pl� Sr.Ai F• �rn�� � 2x6 EXTERIQR WALL 1 1/2"' L1Wf. CONC. U/4n iGXl7I-�tYYL1. 8597"-71/2 � °° °— TO PLYWD. RIM BD, PER PLAN __-_��� 11 7/8 I-JC?ISTS PER PLAN / 2x6 EXTERfOR WALL -----'"� 3!4" T&G PLYWi�. --� 11 7/8" I-JOIST PER PLAN SEE PLAN � — °° °— T(� PLYWD. SEE P1AN / Tf� STL. �H}TYP fl ' _ � 8597'-3 112� fiC? PLYWD. W.P. MEMBRANE PER ARCH. 3" STC?NE & MQRTAR PEF� ARCH. JQISTS PER PLAN Ct�NT. 2x1Q LEDGER WI (B)-10d NAI�� & (1)-3/4"�'1 T.B. @ 16,� .�iriai �' :i%Q° _ ��• �-- 1 1i2'" LTWT. CQNC. �7L. BM PER PIAN W/ 2x � BM. FLANGE WIQTH DRIVE- PINIVED TC7 STL. @ 16" 0 A. {�H TYP. •�/d"=1�. �2x6 F.P. WA�L W/ 1/2" PLYWD. OR OSB SHEATHING �,� � STONE VENEER PER ARCH 6" CONC. SLAB Wf #3's @ 1/2°� x 4" EXP. ANCH's @ 24° 12" EA. WAY QN 2" x 24 ga. 1 1i2° �TWT. C�NC. NC}N-CC?MPOSlTE F(7RM DECK (VULCFiAFT 2C20 3/4'" T&G P�YWD. OR EQUIV.} 8597'-7 1 /4 °° 8597'-7 1 /2 TCl SLAB ° TO PLYWL�. � � .. ° .a. �Ra 8597'-1 1/4 � —. —. ..'— � ..� � 4 n � TQ �Tl_. {�H TYP. CQNT. L 6`�c6x5/16 CONT. 7 3/4 x 11 7/8 LVL LEDGER W/ @ SIAB PERIMETER ,� „ � � � � � 1 � � z '�'_ � o (c7 � 1 � � a � � ;- z� EQ. EQ. SEE SCHED. S2 (2)-12d NAILS &(1}-1I2 � x 31/2 LAG IN WD. PACKC7UT, & (2}-16d dRiVE-PINS IN CC?NT. EDGE ANGLE @ 16" SCA�E: 314" = 1'-Q �"''�°--- 8x8 QEC. W[�. PC?ST PER ARCH. WALKWAY SURFACE PER ARCH. — #3 TIES x � 8" @ TOP g�� MID. & BQT. � J ``"---- (4}-#5 DWLS. x � st, � �-a X � �-o sc�uAR� CC7NC. PIER FiEF. SCHEDULE SHEE7 S2 FQR FiEINF. 1NFtJ. SCALE: 3/4" = 1'-0 DEC. WRAP PER ARCH. —'"'�" I�'I TS CO�. PER PLAN 3C] BASE PLATE REF. SCHEd. S1 r ► � � : • " + � � i r G ` i C � • . . �_ . . ._L 4" MiN. C�F�. � � ' � I � � 16" � CCJNC. PIER 4�� ��� 4�� � I � (2)-#5 t�WLS. x J � 6u' �� �! REF. SCHEDULE �- SMEEf S2 F(�R REINF. INFQ. EQ. EQ. . SEE SCHED. S2 , SCA�E: 3/4" = 1'-Q � REMAINDER OF INF(� NQT 5HC?WN FQR CLARI7Y 1�" __�~� �a� 5/8"xBM. WIDTHxQ'-10"' - CAP �. WJ (4}-1/2"�i Tr�RU-sa�TS �rwo E,a. SIDE OF WEB} WC}QD FRAMING NOT SHOWN F(JR CiARIIY �°Yi°-`tt 1/4° FITfED WEB �TIFFNEf� (QNE EA. SIDEj, 1YP. @ BRG. STL.. BM. PER PLAN W/ 2x BM. WIC►TH DftIVE PINNEI� TQ TC)P FIAN�E �.> i6" (�,G. (TUP N'_ N(JT SHQWN) rQ STL. � • r SCAGE: 314° = 1'-Q STL. BM's PEFi P'LAN Wf 2�c BM. FLANGE WIC�TH DRIVE- PINNED T{� STL. @ 16° _m...,._..�...�.�._.� 3/16"�%��1,,2° RETU�#NS .=,!� QC(�NNECTIC7N CC}PE STL. BM. FL/S,NGES � L 4X4x1I4x0`-51/2 Wf (4)- AS REQ"D 314"S?1 T.B,'s (2 EA SiDE OF WEB} 4 SCALE: 3/4° = 1'-0 36 1'-6 (1j-#3 CONT. LaNGIT, @ NQSING ��'� � — VARIES c� 24° 1 `-6 � 5�� CtJi�C. SLl�B PER PLAN > /� <I SLOPING � � � 4 TO SLAB ° � . . Q .. 4" CONC. SLAB PER PLAN ��� (SLOPING) 's `� �c���: s���� = 7 �-o REF. SCHE SHEET S2 F REINF. INFt WOC7D PC}Si PER PIAN Q(� �ONT. 7RiD. �ac I� GLUED TO C(�NC. StJ-�8 5° C(�NC. SLAB PER PLAN 8587'-9 a. e d�s Q TC? 5��18 4 4 � r1 4 ., d . . , d ' . #5's @ 16" VERT. #5 DWLS. x � �? — � 1� 2 0 #5's x 2'-8 @ 16" TRANS (5}-#S's CdNT. I._ONGIT. � U SEE PIAN � Tt7F � � t � PERIMEiER DRAIN PER GE(�TECHNICA� ENG. � SEE PIAN ;� « TUW � � � . a STONE VENEE�i PEFi ARCH. �,� �n rv���, i. �X�X��� V'�% ��`�,�?�1 v x 4° EXP. ANCH'� Cc� 24�� a (8'-0 MAX. STORlE H7.) 4 �. 10" IfV1SNED GRADE °, k OFi DRIVEW�Y d ,, d °. #5�s t�? 16° V. CC}NT, HdRIZ. � � d � �, 4 � �r a ° (2)-#5's CC,�NT. b TC?P & BOT. � 4 a a .�.� d � Q. d ' . �. . .. � . a . a a. . . 4. 4. � � 1'-4" 10" 1 "-Q"' � U . 3�_2�� , •�IA"-1' . �• • • • . • .• � * � * i i rr. • � • • � � � � w C�l � %e'4 i �, k;� � .� �r�� s '=-� � � � � � � �� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ��.../ .�, � �' � 'C_""" �� � � � � � � "'"� � � � W ««., � � � � � R o� E c T: 0102-47 C�FiAWN BY: TFA FiEVIEWED E3Y : JPL � A T E: PERNfIT 04.C12.Q7 REVISIC}�15: � � '� Il► � k ,, �. ���g. ,_ ��� � �� �,�a � �,_� REScheck Software Version 3.7.3 _ _ - • • . • Project Title: Pattison Residence Report Date: o2/i9/o7 Data filename: G:\Program Files\Check\REScheck\Pattison.rck Energy Code: 20001ECC �ocation: Vail, Colorado Construction Type: Single Family Glazing Area Percentage: 19% Heating Degree Days: 9248 Construction Site: Owner/Agent: 5106 Black Gore Drive Vail, CO 81657 , . Ceiling 1: Structural Insulated Panels (SIPs): Ceiling 2: Cathedral Ceiling (no attic): Wall 1: Wood Frame, 16" o.c.: Window 2: Wood Frame:Double Pane with Low-E: Door 1: Glass: Wall 2: Solid Concrete or Masonry:Exterior Insulation: Floor 1: Slab-On-Grade:Heated: , Insulation Depth: 4.0' Fioor 2: Slab-On-Grade:Unheated: , insulation Depth: 4.0' Furnace 1: Forced Hot Air: 93 AFUE Permit # Permit Date Desig ner/Contracto r: todd biekkola Suman Architects 143 East Meadow Drive Suite 300 Vail, CO 81657 970.479.7505 todd @ sumanarchitects.com 2049 15.0 133 2049 47.0 OA 45 6741 19.0 OA 327 1042 0.350 365 248 0.350 87 153 12.0 5.0 9 180 8.0 126 108 8.0 76 - Gompliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECG requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. BuildedDesigner � ',T Pattison Residence Company Name Date Page 1 of 4 _ , s�sm tt �j�,��• �' = ,� � � �� ��, � �� Date: 02/19/07 REScheck Software Version 3.7.3 '11 Ctl C �1 � Ceilings: ❑ Ceiling 1: Structural Insulated Panels (SIPs), R-15.0 assembly R-value Comments: ❑ Ceiling 2: Cathedral Ceiling (no attic), R-47.0 cavity insulation Comments: Above-Grade Walis: ❑ Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: ❑ Wall 2: Solid Concrete or Masonry:Exterior Insulation, R-12.0 cavity + R-5.0 continuous insulation Comments: Windows: ❑ Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Glass, U-factor: 0.350 Comments: Floors: ❑ Floor 1: Siab-On-Grade:Heated, 4.0' insulation depth, R-8.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Exterior insulation must have a rigid, opaque, weathervresistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. ❑ Floor 2: SIab-On-G�ade:Unheated, 4.0' insulation depth, Fi-8.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft. OR down to at least the bottom of the slab then horizontaily for a total distance of 4.0 ft. Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and e�ends at least 6 in. below grade. Heating and Cooling Equipment: ❑ Furnace 1: Forced Hot Air: 93 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. , ❑ Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembiy with a 0.5" ciearance from combustible materials. If non-IC, rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings, walis, and floors. Pattison Residence Page 2 of 4 Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. p Insulation R-values, glazing U-factors, and heating equipment efficiency must be ciearly marked on the building plans or specifications. Duct insulation: ❑ Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. Duct Construction: ❑ All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181 A or UL 181 B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controis: ❑ Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or fioor shall be provided. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet uniess the water heater has an integrai heat trap or is part of a circulating system. . 0 Insulate.circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swirriming Pools: 0 All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilied fluids below 55 degrees F must be insulated to the levels in Table 2. Pattison Residence Page 3 of 4 Table i: Minimum Insulation Thickness for CirculatTng Hot Water Pipes Insulation Thickness in inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Tabie 2: Minimum Insnlation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range(°F) Heating Systems Low PressurelTemperature 201-250 Low Temperature 120-200 Steam Condensate (for feed water) Any Cooling Systems Chilled Water, Refrigerant and 40-55 Brine Below 40 NOTES TO FIELD: (Building Department Use Only) I�sulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" 1.0 1.5 1.5 2.0 0.5 1.0 1 A 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 Pattison Residence Page 4 of 4