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LIA ZNEIMER LOT 5.pdf
� . . —'_.�-----i--- ---- - - � . � �3. 14.�5, R�VIS�D 04.a4.05 �'�UIS�D Ob.02 0� � 7� 2 �U � F E H � C R E E K RaA� �A f L � ��.._�_._...v.....W.._ . .. ._.. , C GENERAL NC�7"ES: PRC7 �CT TEAM: � � � �, po No�$�A�E o�W�NrS. - -� . � pRaJ ��T S U M MARY. DRAI��NG �NDE� N -- -. ----- -_ - -- --------- -�- - ARCHITECT OF REC�RD �I j1C - c� 2. VERIFY ALL pIM�NSIONS, CONDITIONS,ANR UTILITY LOCATIONS pRIOR TO �EGiNING ANY Code: SURI�CY � WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITEC7�F ANY CONFLIC75 OR C UV I I;!0 EX1STlNG �OPOGRAPHI� SURVEY � ❑ISC4�EPANCIE5INTHEDOCUMIEN�5IE�MEp1A3ELY. K.H. WEBB ARCHITECTS P.C. INTERNATl4NAL RESIDENTlAL C(�DE 2043 3, AREAS OF CONFLICTS OR DlSCREPANCI�S MUS�' BE FULLY RESOLVEI�WITH WftITTEN 953 SOUTH FRONTAG� RD. SUITE 2 I b APPROVAI,FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES lN THESE pARTR�,U�44� VAIL� CO S I 6�J7 �ANDSCRP� �! Zonin , ��P���E� AREAS. PH. 974.477.2990 g �. 4�� SItE PlA�1 .. . ' �amm • r ' � �n�cy�evetopmant D�pa�#me�t 4. PLAN DIh1EN51�N5 Al�E TO fACE OF STUp, CENTERLlNE OF STEE�, TiMSER,Sl"UD COI�UMNS,OR FX� 970.'477.2965 RESI DENT�AL CLUSTER � ��� pIANTlNG P�AN ��Of�� ' �ui�ding Sa�etyand�nsp�on Service3 FACE OF CONCRET� UNi�ES5 OTH�RW�S� NOTED, SEC710N At�D ELEVATION �IMENSIONS ARE 5tud� o khwebb.com @ Sactton. �r'��5�....� 'I ' TO TOP OF CONCRETE, TOP OF PLYwOOf�, �R TOP OF WALL PLATES OR BEAMS UNLE55 �ccu pa ncy Ciassification; �Int�rnatfona#BulldingCoddlnter�nt4onel Residential ��C�I���ru p A 1 Code Velldity af perr�it The issusnce or grarri�ng ot a pertnit shall � o-r��Rwis� No-r�ra. C ONTACTS: �vi�. nnt be construed to be a permit for,or an apFroval oi,any viofation o�f � KYLE H. W��B 1 MICHAEL CURRENT �"YPE R D�V. 3 anyofthe�rovisionsafthiscodeorofanyot�erdrdEnanceoitha ' 5. PRUVIDE ALL IVECE55ARY BLOCKlNG IN STIJD WALLS AND CEILINGS. LOCA'fIONS INCLU�E Q UU� (ONSTRUCTlON MANAGft��NT P�AN �urisdictian. Permits presuming to give a:�tltoriry to vialate or cancel tha A �1 �1 prov�s��ns of this code or other ardlnances of�he jurisdictian shafi not be BUT AR� N07 Li�117�D t0 �EI�ING AND WALL MpIJNTED FIXTURES,701L�T5,TO�IET R U�L EXISITNG GR�A CA��U�T�� yalid. The issuance of a permit based on cansEr�ction documentS and ACC�SSORIES, CABIN�TRY, COUNTERT0�5, SI-�ELVES,CLOSET RODS AND FAL5E BEAMS, HS Othar data shall not prevent the building qf�cial from requiring the CONSULTING ARCHiT�CT/INTERl�R A 003 PROPDSEQ GRFA CALCIlLATIONS correciionoferrorsintheconstructiondocumentsandotherdata.The 6. REF�R TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDUL� FOR DOOR building Qfficial is alsQ authorized to prBVent occupat�cy cx u5e di a TY��S. D ESI G N�R stt�cturB where in violation of this code or of any other ordinanoes of � A ��� f}fTfRIOR S1TE I.IGHTING t�is)�risdiction, . . SYM �3� LS : A �4 I EXISITNG FIRST FLOOR PLAN p�����M1EV�A: DAr�: � S . EFER TO FLc��R PLANS F�R WINDOW LOCATIONS. REFER TO WINpOW SCHEflULE FOR MAR7INA L�REY ARCHlTECT, INC. w��voow TYp�s, L I 0 l RI M ROAD A � O� EXISTlNG SECOND f L40R PLkN S, COOnDINATE A�L EL�GTRICAL AND M�CHANIGAL FIXTUIt�S TO F!T WIT'HIN C�ILING FLOOR EL PASO� TX 79902 Q � V.7 EXISTING UPPER �LOOR P�AI� ANR WAl.L SPACES. VERIFY WITH ARCHlTECT WHEN pIVERTING FROM flRAWINGS. PH, 915.544. � 8 � 6 > > �.o� A4.1A A I f I PR4PaS�D 1QWER LEVEL FL40R P1AH 9. IN TFiE EVENT ThiAT ADDI�IOIVAL D�'�AILS QR GUlDANCE 15 NE�DEp BY THE CONTRACTOR F�. 9 I 5.542.���6 FOR CONSTRUCTION OF ANY ASpEC7 OF THE PRUJECT,THEY SHALL IMMEplATERY NOTiFY THE CONTACT: Seciion Cut Referenc�e Detall Area R�ference H � ! � PROP45�D SECON� FtdQ�pLAN ARCHITECT. FAILURE TO GIVE I O DAY iV01'ICE TO ARCi-II7ECT 5HALL NOT CONSTITUTE A DELAY ir� rHE P�o1FCr. MARTINA L�REY A I I� PROPOSED UPPEA FL00RPU�iV , 10, 7HE GENERAL CONTRACTOR Si�ALL BE RESPONSIBLE FOR SATISFYING ALI.APPI.ICABLE CODES A3.0 �i: Q'-o° A � �� L4WE� LEYEL R�FLECTE� C�lL4NG ��A�I AND OBTAINING A�L PERMITS AND REQUIR�q APPR�VA�S, 7'HIS PROJECT 15 GOVER�NED BY THE Q I �� SE(DND LEy�I REFLECiED CEILING PkAN ISNVFOR�'1 BUIL�ING CODE 1997 ED1TiON. COMP�.IANCE 15 ihANDATOftY. 7HE CONSTRUCTION GENERAL CONTRACTOR �levation Reference Elevat�on 5ymbol DOCUMENTS 5�-IALL NOT PERMiT WORK TFiAT D�ES NOT CONFORM TO ALL REI.�VAN7 CODES A ! �� UPPE� LEVEL R����CTED CEILfi�G PLAt� INCLUpING IN UBC AND ALI. LOCAL AND REGIONAL COpES. R.A. NELSON A411 A 12. A I � J � W� ! i 0 R �E Y�I E�E C T R l C A L P 1 A N I f, T H�G E N E I t A L C O N T R A C T O R A N D S U B C O N T R A C 7 0 R 5 S H A L L F I E L p C O O R D I N A T E A N D 5 1 E A G L E R 4 A D #2 P.O. B O X 5 4 0� ? OBTAIN APPROVAI.5 FR�M THE ARCHIT'ECT/�NGINEER BEFORE ANY CUTTING, NOTCHiNG,OR A V�N� C�L���� $ � �i Z O belail CutReference LargeArea Detail Reference Q � J� SECOl�D L�VE! EL�CT�I���� PL{k� D R l L I.I N G O F A N Y C A S T-I N-P L A C E C O N C R E T E,S T R U C T R C�A L F R A M I N G, O R A N Y O T H E R STRUCT�RAL EL�!`4�IVT5 WFiICH MAY A�FECT THE 5TRlJC7URAL 1NTREGRITY�F 7HE PH. 970.949.5 � rJ2 A I 33 UPPER �EVEL �LECTRlCAL P1AN ` CONSTRUCTION. FX, 9�4.949.3239 1� i213�11999 !2. THE GENERAl.C�NTRACTOIi SF-4A�L V�RF4Y ALL EXISTING GRRDES AND SCAI.E OUT`E'H� CO�fTACT: Revision Cloud Revision Symbo� A �U 1 EXISTING hlOR�H AND EAST EL�YATIONS BUILpING FC30TPftINT FOR OWN�R AND ARCHI'TECT APPROVAL PRIDIi�O BEGINING ANY 51TE JOHN ROELAND � LV� E�ISTING SDUTH AND ES E WORK. w T ���Aria�s E 3. THE�WfVER HAS BEE�E A�VISEp THAT DUE TO FiARSW WINTER CONDITIONS, ii00F&�ECK � � A �O3 PROPOSED HORTH AND EAST E�EVATlONS . SURFACES MUST BE MAINTA�NED R�ASONABI.E FRE� OF ICE &SNOW TO ENSURE h91NIMAL STRUCTURAL �NGINEER � �O`t �ROPOSEA S4UTN AND WEST ELEYATIaNS PROBL�M5 WITH TFi�SE SURCACES. Gr�8ubbfe Material Tag 14. SI�BSTI7UTI0iVS OF"EQUA4" PRO!]UCTS 1NILL BE ACCEPTABI.E WI7M ARCHITECT'S WRITTEN STRUCTURAL DESIGN SULUTIrJNS A�p�ovn�. PO BOX 2494 a 3�I $Ui��i�� s�c�ra�s I 5, i� IS THE INTEN7 AN17 MEANING OF 7H�5E DOCUM�N75 THAT THE GENERAL CONTRACi'OR AVON, CQ S � 6,ZO ANp �ACH SUBC�NTRACTOR PR�VIDE ALL LABOR, MATERIALS TRANSPORTATION,SUPPLIES, PH. 970.949.�I OO A 50 I WA�.L SEC�IONS �QIJiPMENT, ETC.TO OBTAIN A COMPLETE JOB W1TH1N THE R�COGNIZED STAhi�ARDS OF THE P�"�. 970.9�9.3�77 iNDlSSSRY. A V�� E}t�E�IOR WlNpDW AHD DOOR SCH�DULE �� CONTACT: 16, ALL CONSTRtJC710�V 15 TO FIT WITHIN THE BUILDING ENVEL�PE AN�IOR C?Ul'SI�7E �EFF LEONARDO A bQ1 1NT�RIOR DOOR SCNEDULE AhlD WINDOW D�tAIIS SETBACKS WI'fHOU7 CREATING F_ASEMENTS. NQTl�Y ARCI-iSTECT iMMEC)IATELY�F ANY G15CREPANCIES, !7. THE GENERA�CdNTRACTQR SHALL FIELD VERIFY 7HE LOGATlQNS OF ALL EXISTING LANDSCAPE ARCHITECT: STRUCTURAL � U7lL1TlE8, AL�U7iL171E5 SHALL BE LOCA7�p TO MiNIMIZE EXCAVATION ANfl VEGETA7ION � � GENERAL NOTES AND DETAI�S iMPACrsYOrHES�TE SHERRY D�RWARD ASLA � � S 2 FOUNDATION P1kN 18. �HE GENERA�CaNTRACTOii SHALE.MINSMIZE THE tlMl�'S OF EXCAVATION AND TAKE PO BOX 3�6fi VA�L CO LO RADO 8165 8 ADEQIJATE MEASUR�S TO PROTEC7 ALL VEGETA710N BEYON�THE LiMlTS OF EXCAVATIO�i. A�L S � MAIN F�D�R F�AMING PLA�I � AREAS OF DISTURBANCE SHALI. 8E R�-VEG�TAT�D T'O BLEND WITH TNE NON-1]ISTURBED . PH. 97Q.47O.293Q LANDSCAPE EXCAVATION, ALL AREAS OF DIS7LlRBANCE SHALL BE RE-VEGETATED TO BLENp FX. 970.47 V,O7�.O S '# UPPER FLaOR FRAMliNG P!AN � WITH THE NON-L�fS�'URBED LANDSCAPE, CONTACT: S 7 R40F FRAMING PLAN � SHERRY DORWARD L .- 19. THE SOIL.S R�PORT'15 AVAIL.ABL� FROM OWNER'S 501L5 ENGINEER, S U DETAILS � � � O � , GENERAL CONTi�ACTOR SHALL VERiFY ALL SI'TE DEVELOPMENT WIl'�f LANDSCAP� C CONSTRUCTlON DQCUM�NTS. THE SfTE PL,4N �S F�ii GRA�f�IG AND LANDSCA�E PLAN IS FOIi � � l.AYOUT; ANY DISCREPENCIES VEI�IFY Wl7H ARCHIrEC�. O � i� � �. Fy� (� � :�- C'--1 P�; r«:;� {v e�.� K!� �? i.�'��c �—�I �_. �.�.�� � �`,� €;� ���': —q � � � ,,� �, � �- -�-� �_� �''4'-' � � � ._ � • • ����� � �� � � � �� � � � �, r' � � � � � 4�53 South Franta e R� West ��it� � I � � � . � � . Vail, Colorado � I 6�S) stud�o a�lchwebb.com �p)9�4o4��.��3g� . -- - i 32.05' ` - LOT 6 ,�.�3� 2 f , N 23'45'QO" W �56.20� ,�� I � • i 0' 10' 20' 30' Q" �� x � FNA.PIN& a ALLIMINUM CA? � � � L5168z7 � ELV.8�25.3� I � •�� � ' . !� • i � RASIS OF ELEVATION � g�Z� � N Elt7�LV B�Z0.7' p � MEAS.RiM ELV.8Z28.7' ` � � I I, o�N� � � � � I SPRI,�IG.kR CON L I VALVE ' ba i � 2 5 v � � � � ]�( i]ECORATIVE APPRQXtMA�E } 5EIVER ST�NE 1fl'HOlY GRO55�AS�MENT I � CI.LANOUT in'�ICAL► p fORLOWS EXISTING � ELECTRIC LYNE C7 fBSei�pSOaiA U ' , n IB613,P586} I �2 � S 2��`� 4� E BLIII.pING fB559.P506) . � FJO.�O 7.5 O+ 2.6' 3.9� ENVELOPE i p � ��' � I (� 31.0' 8247,3 x 1 � O 8245,5x J BZ26,7 9 � Q � &UILIAING pEpK� � � Q � AV�RHANG � '° + �; � p 8�4� �! EDGE OF .� 4.9 LR W N � �! � 3.9' Q � �Q 8261.1 � �P �\ /!/ T�YPICA JL� Q=�$°2a��2u `� s(,� -' azsa.a � a=�o3aook1 R-101.42' iI � � L�77,19' � �..=�7,�7� 1 B26o.0 7�39.06' � � a 3.a� C�E��75.,�� � �=35.26 cD � Q 2,Q' BOxTRkC BRG=N68°41'07"E N � C 1,��=�6.61� � � ra Q �e ., ; C ARG=N fi5°12'44" E , f 0. � 4 ��a� �� xB245 9 * 6226,5 � � O� � S` � � � � � Q� tln 8228,6 � I � � � d � o o �.5� 5.� .�. p o Q p � ' zr W A �ocK p .a p�e��p p !� INDICATES CONIFCRaUS TREE WI1"i� � WALL � Q Q � APPROX, .3 DtA. TRUNK I r o �n�.y ��,T�� ,� op� u-riurr p a o U aza�.� z E c.e �� q � EqSEMENT , Q O � � INDICATES CONIFEROfJS"rRE� WI1H 1� � Q � Q BUIL pI NG N �, 2 A P A R p X, .5 Q I A, T R U N K � �, ��. � o QB��� oo DUTLINE N 6229�5 � � o � , � ��� � ° a o�' �a � pEAKI.lt {Tl z��OO 3 rn I� �,,� p Q � � 826b.5 � 4 � 4 ,� IN�ICAT�5 CnN1FERdUS TRCE WITH rn ��� F � pa � Q � azzs � O(�2� n��PNUMCAr Af'PROX. l.S DIA. TRUNK I LS 1fi827 C �P �� ' Q 2ND FLR � � O �� EI.V.8231.Ofi � � � � p�cK x Q � Q � IiVf]fCAT�S OECI�UOUS TREE W�1 H D (] �az�Y " ez3'.� � p � 0 Q � APPRQX. .3 i71A.TRtJNK i 8297.7 C � �Q {Q O O k.5p.6 g 4.05 �,`. � � ^� T � r1 �� Q �,, c�r �� � �} �M � O ��� 5�' ���"" Q 7� a° a o° o � IN�ICAT�S p�CIDU0U5 TREE WI'TH �1 � APPROX, 5 DiA. TRUNK I � � � O Q �� � LflWER 57dNE �� QZ�. o c� o o� � O z�.6 Q �O Q � � � 8227 3 0 �'lALL 8z27.2 x � O O O � � � �o a �0 G . x � 1 D.0' �P}rM l t � O a 8 � I . � Q o BUII.I]ING �2 u a ,� 3.�� 6VERHANG }� S �N�icar�s o�cipuous raE� w�-rh ' � MAIN ENTRY N a23�.z x ;e O z y APPRQX, l,� DiA.TRUNK � � 8247,7x in � DEC1C3 ° �3 I � W � a I Q 8262.2 � O � �' I ,� e2e2.2 � � � �z NQT£S: I FNp.�,N& ` LOT 5 �` w ALUMINUM CAP � � 82fi3.5 3�� y ` L$5933 ° ? p J..081 ACaES O 1)DATE�F StSRVEY: 9/21J04 Q 8235.7 � 2.�' �p' �° m �.2' Q �'�2� �? �-Af�L)�'1"fL.E GUAitAN'TEE POLICY NO. V5QOQ6138-5 f]ATED rn m `� 9 � �4 � AUGUST 23, 2004 WA5 USED FQfi ALL TIl'L� AND EASEMENT INFORMATIU�+3 � �B A7x � z4�� �.1' �' � � O Q � 3) NOTIC�: ACCORdING TQ CDLQF�ADO LAW YOU MUST COMM�NC£ ANY �E[.�al N � B''�� °0- D � ELECTRIC ACTIOf� BAS�D UPON ANY DEFECT 1N TFIfS SIJRVEX WITHIN THREE YCAflS AFTER YOU FIRST plSCOVER SUCH D�FECT. IN �i0 �VENT, MAY A�6Y p 7.0' , g235S � � Q 5 �sox '���" ACTION BASE�UPON ANY D�f�CT IN THIS SURVEY BE CpMM�NCEf� MDfil� � GARAGE p0 �'= TNAN T�N YEARS FaOM THE DATE OF THE CERTIFIGATIQN SliOWN I z3,3 x o ;, M�aF�N, � (� p 9uIL�ING 4,0 8236 9 �,�' � O O ZO � d- ENVELppE a �,6 Q O Q N 4) BA515 QF �LEVATfON:S�WER MANHOl,� L�CATEb A7 NEAR NORTI-iWEST ' � 2 •a ' 1 ' � .D ' Q Q D ,- CORN�ft LQr 5, 1T�VfR�ELEVATtON: 822D.7', (5EE bRAWINGI � 5) BA5lS OF PfiQPERTY LINE.: FDUND MONUMEN'TATI�Id OI� L41 iS�F 1]RAW1N�a) � z ►� � 9 p z � fi) B�ARING5 ANp D15TANCES ALONG PR4P��tTY LIN�S SN�Vlf�3 HEREt�fV ARE� � � 3� � AS SNOWN ON 7H� SUBAIVl510N PLAT ONLY, A BOUN!?ARY 5I.IRVFY Wr7�II I� s� N�CESSARY 7o pETERMINE THE TR�E alN1�fV510f�5 OF�HE �ni nN❑ � � 3 3fi 5 � , PRAlNAGE& N S�TBACKS, WHlCH MAY VARY FRDM TN� PL.ATTED DIMENSIUNS �� p 11TIfJTY EASEMENT � � � � ^ Ies6�,PZOa} � 7} PEAK NiEASUR�M�NTS 7AKEN Tp TQP qF CEpAR SHINGLES TOP c)F VFN1 ` � rrte��ir�E � ez e. �� �,�p w � B) MEASUREMENT5 TAK�N TO 3 5TOI�Y R�CK&STLiCCO Bll1LpINC, i � 9) FOSTE�ADDR�SS, 1722 BUFFER CREEK RflAD. 4 � � 4 � y�,���n APPROXIMATE LbCA710N � 3 U�TI�H _ FENCE OF INVL-RT OUT � OL15� � � 2 v � � � � SPRINKLER C�N7ROL a 37.3 VALVE X aza ,� �, FLD E \ CRET i N N I Pn z� .� . h � D I 4 � 2 3 \� 8 . � �5��+52)" y ClTILITY EASEMEPfS iNp.PIN 6� N '�����'Q,��� � � � g2.53, \ {8323,P505} I ALUMfNUM CAP � 2p'�,93' ,.�. w �� �5 30091 3 ' � \ ! � pRAIN J � % i �\ i 3 � 8�393 89,49' I i 823 . x A Bz38 7 FNO.PIN 6 � \ ALU�IINUM CAP q C,q�C`�OTS ,`1 ' ;:,� , •,+. . . 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' ~ m 232 sf LOWE{3 LEV�L WL 5l'AC�) � • M 1,796 sf SECpND LEVEL (�"QTAL MINUS GAf�AGE C�t�DST Af�D CRA z,747 5f U4�P�R ��VEL UPPER LEVEL GRFA DRAGRAM - EXISTING � � cW A,$09 5f TOTAL GRFA �.X�STING 3 � �j8" = 1.'-4n EGl1L.ATI0�l5 {TIT�� 12, VA�L70Wf� CdDE): � � � EX15T1NG PER OLD GRFA R � GALCIlLAl'ED TO T�i� SfV51DE FACE OF �XT�RIOR WA�LS, LL� � � 1,079 sf L�WER LEVEE. 1,757 sfi S�COND LEVEL (TOTAL MINUS GARAGE AND CRAWL SPAGE] � (� � 2,587 5f UPPEF� LEVE� � � 5,�23 sf TOTA�GfiFA �XfS�Ff3G U � � � Q l.L. � � 1.9� • , � ro � C� o �" � �, o0 � - CRAWL5PAC� CR�D17: - ^- , � � . 38�sf � �/ -� a ,�' �." , �..:' •. �a ,• ` x;� . ,., � �/ , �`r�?'..x i -��"f�;>';�'` � h�h`•'��'/l��/-�' �', I,,L � ���x�` ,�� R �`\��� /: / ����� � � ��, X�4�i��1. \x�.�l.)�x�,^t� fXl±�l1"��y�, ��`/; � ;�`'x'f P07ENTIAL INTERInR ��;%;�: � � {`��S�v�CONVERSIQN:, 21 �sfF.`�'� � �" � �}.�x ti�X�, r` '. ��y� ';1`�<y:�,�R .YF� .. r r ';.�'`k,�; .,:' t. �'fv':`':?'• N . :y!,?r�:t r R_. } ry �,�� �).� �'r;� •y�'h'�,���,�f;�'� E;:� :!} >: GARAGE C�ED1T: 6D0 ���;'.�,��y :��, i�,��s ;,� ., ,� .�, '^F��f .r, °�� !ti �s�(.. ,���ow�a (2C�30Qf EA.� �.�" x�����y�>:�y��f>: �Y�.���1� ;� E�`. �� ±.}r, x�;h:.S/r'L�'.'� ,x{�'�-^ �.' /T)''y J , MAY I�6CLUi3E I�l7ER40R rsF `"' , WALk� SEPARA710NS 575sf TAKEN - � � WA�l. SISftFACE Af2EA � 187.75F --. _ _ — 9ELOW GRADE ARfA = 167.75F !pD% BELD4� GR1#�E ��CQI�D �EVEL GRFA - - CALCUL.AtTSON: 1,796sf - ■ � WAl.L SURFACE ARFJ+ = WAL1. , . : - -�;. .., �,.;,;i,,«, " : ,F;.,`,;F;,-�«:�� 38 fi5F ' � � /��� . SUiiFACE . . �«•'�/ ` 'i' f!'` eE�ow cR�o� A�Ea. � , �, .., ,��- �f ;;�;;•. , ,� . f.� , ,�; . i ,j� � 3B.6SF �� � . -, `�, ,"F,�i ����f.,,.:r/�! ..,%` f, '.:.,-:� �./, .i,.r,��.-.;//" if .� 10D9L BELOW GRAOE 3fi.55F . ` , 1NALL SURFACE AREA = 22B.75F�;�,if.;'�;i,%i->: - - LOW ;; BELaW CRAIfE ARFA � 229 S ;•/,`%�f/'" �,• BE ,7 F ���.: GRADE 1007i BELDW CRA�?� ' /!/,,!��;�r�f',_ � AREJ1 � ' l.. ,:' ` / j<"' `./-�I% / r��` li„�`•%', rr ` �- ,, .f� -�,/�/i %f%f.�//;l�;�.,:.::!���. f i �i f �:�. �,:, i, � wAt� suRFnce a.�En = �aox ,' .. � ,,`.,�,i,f%i;�i�'/'���i�l�,i�,%i � �E�ow i , �'.:f ,:;��'!!;;,-�,•r...�;,�:ffi<<;� ��•,;.%�i;;� /°'� �o�.zs�' �a,�e ( 1 BELOVi GRADE ARF�+ ° 4 01.25F - 100X BELOW GRAUE �`'�if��'F ' � ���� � �li� -v 1.1� � :• I •j':'.:I.f.i ,i� J =.�:;%',`;l: OR GRFA DRAGRAM - EX�STiNG � c � . } �. �. . . � SECOND FLO � �., . " .',J" ,i: � n _ i_ ii �� � WAU. SURFACE "<' �.�g 1 Q � AR£A = 81.75F i;s�`'''%'�'"� � W � BEL4W GftADE W,q�.L $LIRFACE ��'�:�`� ARF11 � 91.75F pp�q _ 18,75F f f��"�:'�.'f% -�- ` �"'�"' Q 10D7C 6E�QW 9�LOW�GRADE - ��;�����" � ,%�. GRADE AREA = 1B 75F '�;/,/�.�`•;:. ,,, � f�A � 1007L BELOW � ;�:�.::qLL����, � R.,� � �.� � GRP�E '; SURFACE '; a�� � � r� ',2fiB.335F . � BELDW GRAbE � � ARE,4 = WALL 2435F � � SURFACE 7B7G B�LOW: G$ADE AREA � f„�,,�� . : 173.55F , :%„''�:;'; ; BELOW �,'f.'%.i::,,,,. , � GfZADE '%`i%r �°� AREA � 173 55F :.:�"`. ; i �'.'"�'.',%�/ ��O% '` r. .' B£LOW t.• F.;<:�, �ASEMENT WALL SIJRFACE CALCULATION5: �� ,�f� ��I GRAilE � �' � � ' f,..•�Y,. 1iA7CH 1NAICATES AR�4 BELOW GRADE� ' ;ff;;�':.:,,� TOTAL WAf.L SURFACE A!�EF+ � 1,745sf �::f';.:.�'%%' [ J ,��y;r,;f`,,�. AREA B�LD1M GRAaE = 1280af - --- i,.,.v.;.i:��.. - PERCENT 6£4D1pi GRAAE � 737L = pEDUCTIQN . .. ��,/�.-� .�i•,,.f,;?-;:` WAl1 - - s af • .73 � 890st .�'<,. •.' % ,:�,�'%i. /'"/•` .!ri sf��'�'��� �,��; :i:�.,,.fi, SURFACE TO�Al. FLOOR AREA 1.122 '% •i '`�E �/ ef,�:f�:'fi;;,� ;�. ?, . ' ;�f;. ,�:.j' .i; .!'t�f,'• 9� %��';. r:,: i.�.; /,.,:. {', -y' `;",G.- AREh z RFA FOR I.OWER '`(� "•``�,-�. ;,,. ;,;.;f�1,i•.�//•�.�fi';��i�;;/%`i;,;t:::yF:� �,`;;". 72.2SF 1 122 - 69P 2,�7�.t OF G % -.I / "�%//��li i;�";,1 '�`�� :' BELOW LEVEL ./rF.,� ,�:..�,..,.f. r � . �„ , , , . y/,.-,,;�i:.,;, �,,.. ,:;:. cRAOe A R f} � � f T :,;`;": ,.. .�i�,,.���;.:-'��, -F., .:;;:,�.� WALL SURFACE ARFA ' F,.',:;�,,;�-, ARFA � WAI.L SURFACE AREA A 218.85F 35.BSF Q R Q w N � Y w�` � 43A2SP --� �;��%��.� , ��x a��.ow LOWER LEVEL �RFA eE�ow cRao� aR� ae�ow �w�aE n�cn � ee.2s�' �,>�,:-`�.: c�a� =p5F 45fi 9ELOW GRADE CALCU�.,ATIOPI: �.3�.5f D A T E �`.���� ��4 t� � OX BEI,OW GRAbE (5�E WAL� �OVERAGE , GALCULATIQNS) R � V ! S E U N � - {}fi UJ {fy , , f:X�S�i�iG � .- , _ � _ - GR�A CAti�����Aj1�}�i5 w,v.�. suR�ac� . ���"` � _ ,. ARFA = 70.735f .._._.._�,._.,�____ ..,.w __.. . 6E�OW GRAD� " ARFA = OSF , � 4X BEI.OW ' ' G�'�� WALL SURFACE AREA = 22fi5F � , , - OELDW GRAt7� AREA = 97.55F ' 43X BELOW GRl�� 1 BASEN�ENT GRFA DIA�RAM - EXIST�(�G ('�� BASEME�JT VIfALL CaUERAGE DIAGRAM ��g � � �a l 4 ira° = L�-o" � � I � � � � I il � I I ' I ' II I'� � � � � I � I � I I � �" ill � � �' � I � � , '� , � I . . _ , �.-I l � + ,�� 1 +I � _ ... � � � � ��� I . . , . _ _' u,� ' �'� '_ (I _ ' I - ' _ J � ._ , �al - �' _ - - �'.�' � �� I , - - - -- � i. „ " �� ,� f �': :`. � � _ _ . . � .. � ,, - I II �'. ' - " � ,' /%'� /��� �%/ ''fJ' - r/�� ..�_ .�i f �� .r.,.- /�/�'/. � . 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' !• �� ��i/ ��� %/��i �% !�%' /�,� I + � �""', GRADE�ZO§V ��� ,����%� ` :` % �,�`.'��/��� ,�% i� f ���j�i�; f I �� ���� � , . , � , �� ,���r /�����i� /� / , ./�/�j��� f1 �, �� // .��� ,f, , .///f� �~�},�,f . / ✓��� /� f � � -����-/�/�����,;�'� ����� �� ��- ,� j � , � ,/ /j�� /�� � f � ����`�/_ ..._- - - _ , , ����l�/!l'!.i//!l�'///� lJ j: �~ � �9 d� ,f;,��������/ . -//, �/ ; , � _ :�r �,� , � � ,` � ,�i' , . .,�/ ,. � : . ,. ,%� ,/�. �%/, �:, � , �-U� � . �° ���.��.� %�f���,% �i ���/`%%�%' ' ' •. , � �r� P R 0 J E C T . �,.r�.�,� �:. �///�// % ,///, . • ".,`�� WALL SURFRCE 1,��.,���_t�11.� � ,����j���� r��:a �1 R R � W N B Y : ,/�� � ���,� ��j; ,., � �, . � W�1C AREA � 7Q,73SF � ,!r� / f/�� .� � ���i/. �� ��r����� s\ � p A T B��ow ��� � /,, �oWEA�NTAY .� �,�i /�„ �� � : PERMIT 0 ,��a, g osF , /�' • ox aEtow ����j/��% �/�/ � �% ��z�b.9, �i:l�/�/ /� � - -- _ � 4.04.D5 cR.aD� i �����f���/��/. - ����/i%�� i� _ --, ��� -. - . - - _ . ��� c%'�`"�r i`-: � ".'"�„-w-.... :r �� --- --- � . REVISIONS : d�.a2.05 WALL SURF'ACE A{tE4 a 2265F , " - _�� L �I BELOW GRAQE AREA = 87.5SF . ~�""' 1 �• �. Q Qb.24.�5 437L 9ELOW GRqDE � O����� I 4 BASEMENT V�lALL COVERACE DlAGRAM � ' �ROPO��D irs�! � i�-o,� � GRFA CALCU[�T�ONS BASEMENT GRFA DIAGRAM � . 1 f • 1��`� � ��-��� i LOT 6 I , . . . . . . . . . . . . . . . . . . . . . . . . � . . � � � 1 � � � � � � �, , � � I O N imit of Disturbance �, ,,: �'�°" � a � � � � o EXTERIOR LIGHTING LEGEND � 1 � � �---- � -----___ ____� � _ � I � � �� A - FX POST / 1 �� ,� ° � %^ \1 i ` 20 ��� C � BOLLARD MODERNEI,C�� � O I 3 � H - LUMIERE WESTWOpD I �� � o /� � � DOWN LIGHT a a � I I X °' e X o C � - BEGA SINGLE 60° � G' C r H � OVER LIGHT �RIVE� iZIo X _ �,ITON 4 "� l.pW � I � � � VOLTAGE DOWN LIGHT � � 8 �� � - FX CUSTODE GRADINO C� I `' _ ' X X 5TEP/WqLL LIGHT � �UTDOOR WqTERPROOF / " _ � I ' � OO � p � CHRISTMAS TREE/CONVIENENCE i � °' ° � '+► ?���� C I � Cl - LUMIERE WEST OUTLET G Q � UP/DOWN LIGHT W�OD , HALF SWITCHED U . O. N , / I , ` M ` � \ ** VERIFY LIGHTING KEY W/ I•� I . � � � O � ( q / ^ E - TEKq T25 LIGHT HOUSE MOST RECENT COPY OF I `� / WALL SCONCE EXTERIOR LIGHTIN G S C H E D U L E � • ` �v O X x �_ . \ U � � � o I C � , LIGH�ULSEN TRIPIOUS MINI / � I , � � F I C"{ � " � � G - TEKq T44 SATURN PATH r0 }�� LE °' `I1 � I�� � �Uj � I-I' � / I • , � r LIGHT ' � �t L a� � � u �� � � c���� � vn �;� � ��f , � . � > � l I .� Ip o J EXTERIOR LIGHTING FIXTURE COUNTS ; � / I r � I A - �� 1$ '�H) 8 - NOT IN FIXTURE COUNT � Z5 ((A.iYMGIIS� � / � ( �' J �J� B - 4,��0W) 5 - INCLUDED IN FIXTURE COUNT > � � N � � � � � � - ( < 1$ ' H) 26 - INCLUDED W FIXTURE COUNT ?� �G� I �e�� � / � � "�//,�\` \ J1 ,�`i D - (> 18"H 10 - � � . ' 1 C � n � E - ( <40W) )9 - N T�IN F�D IREFCOUNT COUN'��� `I / I I ��`' � � MID ,�/ / v; 'Y F ' ( <40W) 10 - NOT IN FIXTURE COUNT —� I � �' C'7 -LEVE� I y� �'� � �jG - (> 18 "H ) g _ INCLUDED IN FIXTURE CO�� l'� �a w � (� . M , _ F � � `��'� � ��'/ c � �b ,� �Drs y � l � F � � '; � 'J Y . X _ (> 18 "H) 5 - INCLUDED IN FIXTURE COUNT�6tW� / I � Z (/� � � ( C -F � � • (> 18 "H) 12 - INCLUDED IN FIXTURE COUNT — W�� � 'tlh5� � �`� Q � c� N MID- EV � � � � � � \ � / � TOTAL NUMBER OF LIGHT54�gJ�p�Zh�,GHER &/OR IN EXCE55 / I � U � ' I �� p 1 � � OF 40W OR 400 LUMENS _� / 1 , .--� W � � � � l . / / I � I � TOTAL NUMBER ALLOWED FOR 47, 0905Q, FT. �pt = q� / � ` � • � � � � � � � I i �-� � � � UaX �A • � . f, � `-- Q 4 � I o / / G �/ / � Q W �., G . ' � ' p1�h C C M I -L E L �I� I / ' Q � , �4 9 � p F ' F F�"•\ � � O C O I �., ,-, � � 0 p � .�- � c " � � _ D . i c \ � /• ' � J � cX� 1 Q � � I , ; � z �- `� � � � � i ,� z � � � � / � �, �� � w � � � b 1 0 �, � / W � cv rn . 40AMP �. � / / � � � ` �—_ +H � � � � C � ' / �`° _� � �� �`- �_ �— o . � � I ' C • / � � C � 'E 8 I E l 1 '� __ _�" -_�' �../� � I � � � F� � E � � E ; . , , � "��. I / � � � CM ' � � � �i` X X X � - K� a - / � �L/ , . , � . I _ _ - � 4• � c x X - / � � � � • - -� . ' I " � � �__. _ � � , � ' -; � , °, . a ; - -- ��� � ; ` ` � �/ � 4� _ X � � (,,. I . � � � ; � . , , // A 1 1 � . � � � A \ II / I I � --� � ` � � � / � � �� ,� � ., . � - � '� / � \ ,� z � � , 6oAMP : ,, , , . � o a � � � � _ � e � - , , % � � � � / o �.-- � o � � � � � A � ��� // I � Q � � ,, � � �:� �, J . � � �� �' , � � � 1 I / � � �. o . -______ / .� � ---•�.,�� • ; � m ,r � . � ` � � �/ A � . / (� � � > � � T 4 � • . � ���� � ,. � 1 i � � / � ; 1�--� � . � ��� A . , �� _ � � _ ._�__ � � � � � W � `---� . . �� �� � �, � 1 1 � � � . � � . �► / Q' \ � �. , ;, . , . � , ---_ � .� , , �' ,._ , � — � �� ,, , , , _ , , � ��� � . � � � � , . o , ' � ii -�� � � ��� U � � � , !, , � �� � . i � � � � � a �, r ^ / � PROJECi : , , � , , DRAWN BY : � I� ' ' ' � , . � � � WM( �' �� � �. _ � � � D A T E : PERMIT 04.04.05 � � REVISIONS : 06.01.05 q ,. . �. � � �,, � � � �� �� 5�05 C. D. �1 06.24.Q5 � � � �i 1 XTERIOR LIGHTING PLAN ~� 0 oe.ze.os 1 �� = 10�-0�� � � � . 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ROOM I U IN � - - - - - - - - - - - - - - - - - - - - � � �RAWL SPACE, INCLUDED IN 0z � I �i I �, GRFA CALCULATIONS I 109 I � W • � , � - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - � � � � ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I CCE55 FROM ABOVE, 20 MIN . �� = fA ' � , IRE RATED DR. ( DOOR > 125Q . i n � � AZUR 0 WHIRLPOOL BATH BY BAIN ULTRA , a � I T. IN AREA & W/IN 20' OF I � � � STEAM SHOWER WITH EUROPEAN STYLE TEMPORARY 3'-0" x 6' 8" CONST. U - �I SHOWE R ENCLOSURE ACCE55 DOOR ' � - - - - - - - - - I - - - _ - �MECH . EQUIP. ) ' � � I I � 1 Q w V- � �i 8"x18" RADON MITIGATION L � J NEW�/VASHERARID QAVER-TQ - ' A301 HASE ATTACH TO EXISTING OOK-UPS � �- � RAWLSPACE. PROVIDE 7 . 5 CFM ', W � i � � IN . ( 1 CFM / 505f FLR AREA) AIR I �i � � (� i � EXCHANGER TO VENT THROUGH i� � I W/D I ' O C .�--+ � ' I NIECH . CHASE. 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' .------ �6 � � c G � ! �17 MULTI-UNIT A55EMBLY w�8 AWNING WINpQW �+ SEE W�NDQW TYPE SEE WINDQW TYPE � c� � `� MULTI-UNITqSSEMBLY W� S�E WINDOW TYPE SEE W�NppIN 1ypE � � WI9 I� MULTI-UN17 ASSEMBLY W$ -- _____-� b� Q�, x 6'-O,� �� ' �� 6�-1" x 6'-Q Z/2° ' EGRESS CASEMENT UNIT --- � � � i m . _ - ---- ►� C� �I W9� 7'-b 3/4" x 7'-9 1/2" 7'-7 3/4" x 7�_1�0�/� CASEMENT UNIT _----- � �.i �.,.� W1� 7'-6 1/2" x 5'-4" 7'-7 I/2" x 5`-0 1/�" _ PlC�URE UNIT � � � PIC�'URE UNIT � . ` W�2 SEE WINDOW TYPE SEE WlNDOW TYPE --- -�--- � �",� '� MULTI-UNfT ASSEMBLY W/EGRESS WfNDOWS � �� � W12a SEE WINDOW TYPE SEE WINDOW TYP� r-� � W13 MUL7'I-EiNIT ASSEMBL.Y W/EGR�SS iNINDOWS �"` 1 3��7° 5'-11�� 4'-6" x 4'-6° 4'-7" x 4'-6 1/2�� � R.O. f � R.O, � y��_.��'-�" 1 5'-5" f W14 N/q �GRESS CNSEMENT UNIT -�. � R,O. '� R.O. Wi5 SE� Wl1VDOW TYP� SEE WINDOW TYPE -.___. � � 3'-6" -- �_� � .-_-_-- _- i -_ __ �-`� -----� � _�_�6'-0" �_� 5'-4" R,O.� W�6 1VOT USED MULTI-UNIT ASSEMBLY W/EGRESS WfNDOWS � -1 " ' ------ SEE WINDOW TYPE SEE WIPJDOW TYPE _._________ ' i , ------ � . � - ; _.. __ _, � ; i , � , -�-I - I � `�' �'-0" W18 6'-a" x 3'-0" 6'-1" x 3'-0 I/2�� ' ' �----- � � �I � `; �� i --- W1� SEE WINDOW TYPE SEE WINDOW TYPE CASEMENT �JNIT -- ---� ,� i ' ! - ---,� ;' W19a SEE WINDOW TYPE SEE WINDOW�l'P� �.` -- � , . - I �_� _� --- ��` o �," o , _ _ �j � j ,� , �� 00 � � � � � , , ° �N 0 ~bN c' ' \f I ; _�- - _ `� � �Z � � . Op pp � � � I �' ,� .-inr - ' �, ,3�-6�� X $�-2�� �_ �' � ii b o 0 3 � x a-z ilz � ; ,�'' ^ � � � �,; D2 6'-10" x 8��,2" b'-11" x 8'-10 1/2" EXTERIOR QOOR -- --„-- ___ _- , D3 6'_0" x 8'-0" 6`-0 112" x 8'-0 1/2° _ �XTER�OR DOOR i � �- D4 5'-4" x 8�,�,� g�_5�� � 8'�0 1/2�� EXTERIOR DOOR ---- � A � i�� A` ' �5 � Q„ -----�-- � - _- -_ -T _�- - 6'-0" x 7 - ��t�RlOR DCOR —----- E ( 1 6'-1" x 7'-0 I/z" �xTER�oR �oo� _ _ Q R A W N B Y WM[ -- -�--- .�� _ r ACTIVE LEAF VARIES - -- � ---,�.- _- - \ _ ^-`-`-- � __---- D A T E WERM11 04 04 OS REUISIONS D1 T�RIOR DOOR � D2 EXTERIDR DOOR � EX7'ERIOR DOOR asolns D3 D4 EXTERIOR DQOR D5 EX7ERIOR DOOR ^� WINDOW SC���DIJ!E ,---� �'� 2 �� WINa�W TYPES � ��4�� - 1�_0,� �-�T 1 EXTERIpR DOOR & INlND01N SCHEDULE 2X WALL W/ R-19 � � .., _ BATT INSULATION ° a � a r� I �� �. Yz" EXTERIOR PLYWQ � '7 SHEATFi1NG -� � I'i ' y ° i � ;- , J � � O` , ; 1 r ' VYCQR PLUS TO 12" ON / : ' ' . I' � ' F� �' AIR INFILTRATION BARRIEft ' '� , �' � '� �' `` 5/8" GYP ALL SiDES OF CPENING � ;' ,`" . �� �' ' ''� ' �', i ` : 5/8" GYP BD. 0\1�R � �� ,, � ,� I � � . BD. OVER W/ 30# FE�T OVERLAY '��/ ' `� . � � ,+ ,� I' , �� � VAPOR BARRIFR � � I/2" T&G PLYWD SH�AT'HING I 1 �I , �� � � �, I �' VAPOR � •' �,, ,. '' ; I 1 �, � � r . ; � " � , j BARRIER �� � , 1 , � 3 �' I I I'�� STON� VENEER '` I � � I I � , � r I I Ik� � � fX ROUGH SAWN RED ; ' � � ,� ��`� i��- % � ' �� � �, ;, ''� �1 � CEDAR SIDING � �� 1 �, �, 5"X5" STEEL ANGLE � , , � � ,� � l !, � � t ,., � , 1 ' , ', �,1 ' ' � . I ` I � i, I' ' 1 4 SHIM SPACE VZ" �', ' ��, ', � �., �� i I � � �� _ % '�� J � � � � 1� � I ,� 1 �� � � x TYP. @ HEAD �' ''' I�� ' ' � I '' •.. COPPER FLASHING , , , / ' I � �� 1 � j � 1 , � 1 � '' ` � / � � j .� I � 1 1 _ ,a i _# 2X6 CEDAR BUCK ���;;j; '�' '� ;�" �_--�______��___ _'� � c SI�ICONE SEALANT � ' �� � � %' n� � � `'' �:��`�� .. .�,�; & BACKER ROD ��`'.\:� � ���`�� , ��: - �; \ �:\..�....: ��`�\\ , .�. `;�' '�� � , �. ,� a i /,� ;;`��:��\ SEALANT AND ' I `', ri i;�` `��`::;:��� ' COPPER FLASHING \,� � o BACKER ROD , ��; . ` WINDOW (SEE SCH�DULE;FO I i � ____._ SPECIFiC TYPE) 6" 1"YP. A S ALUMINUM WINDOW (SEE SCHEDULE - 6" �Yp• --vqR� $ �� � FOR SPECIFIC TYPE) . WINDOW HEAD DETAIL AT WQOD CLAD WALLS WINDOW HEAD DETAIL AT MASONRY WALLS 7 3�� = 1'-0" 4 3�� - 1,_�" � � --� I ALUMINUM WINDOW � (SEE SCHEDULE FQR SPECIFIC TYPE) � VARI 5 „ VARIF�S� WINDOW (SEE SCHEDULE' - b" TYP, 0 6 TYP, - - , � FOR SPECIFIC TYPE) , � SEALANT AND '� ���� � � � � BACKER ROD � //i� � i /'• ' ' M ;�\ � `' � .�\�:�\ I , i ����,�.��:�;: �\�.�'�\`� SHIM SPACE �/4" �: � �.,� � � C'7 TYP. � JAMB `��� /. /� i/,; . DRYWALL. 2X6 CEDAR BUCK i;f�i ji'��/�// . DRYI��ALL ��ETURI�I ' � --� RETURN AT - � � - - - - AT WINDOW�, TY�'. � N ' i ! �' ; I ��- _ WINDOWS, / � " � 1 � � �_ SHIM SPAC� I/�' i%'i:/il , /,�------�-�.-f- . TYP. �/ i' ;� %i/ I : -��-�- � � Z X STUD WALL �' � ' �' � I/4" TYP. @ JAMB , ���, �� �-�- � �^ �I' � �% �I, _� STONE VCNEER � i ,' � � 1l � ���-' � Ii' I,n , ;;� � ` I X HORIZ. CEDAR SIDIN �i � / � ' .� ' �� ' .\ �� � n � OVER BIJI�.DING WRAP / �� VYCOR PLUS TO 12" ON ;� ; � , �,. � / / k� 30# �ELT OVERI_AY��lG W/ �� / ,i� ; � ;' � I �' �i�. _���, � "� C.� � 1/2" PLYWD. � �� " 5/8 GYP % � ,� � ,;\ -'r� 5l8" GYP Bb. O��ER � (n �! �_ ` BD. OVER � �� % � II , `. .�' VAPOR �ARRI�R U (� x ---�� /2 EXTERVOR PLYWD i i J � �_,�- � AIR IN�ILTRATION BARRIER ' � ` VAPOR gF{�qTHING � � �� � �- �� �� � R-14 BATT ' BARRIER .' � I� � R-I9 BATT �' � AIR INFILTRATION BARRIER � � �„�„� � INSULA�ION ,' ;: � INSULATION I� Z X STUD WALL , � __ � . � � � �� . WINDOW �AMB DETAIL AT W�OD CLAD WALLS WINDOW AMB DETA�L AT MASONRY WALLS O o � � 3�� � 1'-0" 3 3�� = 1�_0�� � � �..�. � � � �` WINDOW (SEE SCHEDULE � � FOR SPECIFIC TYPE) � L� � I SEALANT AND �/ c-- • BACKER ROD o � Q �n WINbOW (SEE SCH�DULE.FOR 6" TYP. �t 5 0 ,� y�i � � �»- ,�-- SPECIFIC TYPE) .. —���� rx COPPER FLASHING t----- b TYP. ----�� � � WTEGRATED W/ //, I WINDQW ASS�NIBLY I � �. SEALANT AND '3ACKER R(�D �������� �, � •,�:�:::::•\:•�/' �� %.�l i` �/%�;, ,�i ';.,� .i�� �% �:ii ,,; �/,�'/;� :�;,.%, T� I �. i,, � ,,�; - --�- 2X6 CEDAR BUCK; � � , i- �,�, . ;; ;, �; COPf'ER FLASWING ; ;;' I I; , �� SLOP��'e�� pER I'-0" !:;,�i,;'�'�,-,,;%�-� ,;�: — ---- --- -- �! �i;;�; / �'i. � �� %2" SHIM SPACE 3X CEDAR TRIM---= ,j! '' �JI� ' STONE VENEER �,� 5 , � l;� /e DRYWA�L � ��, � I� „ I VYCOR PLUS TO 12 ON VAPOR BARR�ER � � I X UERTICAL CEDAR SIDIl�G � ALL SIDES OF OPENING ' . ' , I� OVER BUI�DING WRAP 5/B" GYP W/ 30# FELT OVERLAY � PX WALL WI R-i9 � , T i -�- -� BD. OVER I 8A T INS�,_A Uf� / , li, AtR INFI�TRAT�ON BARRIER ' R-l9 BATT�� BARRE R ' ! '� I SHEATHRIOR P�_YGti�p INSULATION ' ' I/2" PLYWD. ■ � ■ � WINDOW SILL DETA�L AT WOOD �LAD WALLS WLNDOW SILL DETAIL AT MASONRY WALLS � � � 3�� = 1'-0" ��� � 1'-��� � � � � � � � � w � INTERIOR DOOR SCHEDULE � � DOOR PAN�LS REMARKS � � � (� � I.�LJ "`J ROOM DDOR ROOM NAME HARDWARE S9ZE R.O. SWING 7HfCK• MAT'L THaESH� NtRT'L � � NO. NO. NESS OLD � - � L� � 141 1 UTILI�Y CLOSET PASSAGE Z'-0" x 8'-0" 2'-1° x 8'-0%Z" LH 1-3/4" MAh10GANY NONE INTERIOR SLAB DOOR � i05 1 LOWER GUEST BATN PASSAGE 2'-6" x 8'-0" 2'-7" x 8'-O 1/" RN 1-314" MAHOGANY NONE INTERIOR SLAB DOOR � _ _ � r�-�i "'' 106 1 LOWER GU�ST BE� PRIVACY 5'-4" x S'-0" 5'-5" x 8'-0%" RH (ACTIVE} 1-3/4" MAHOGANY NONE INTERIOR SLAB DOUBLE DOOR __ � �..�..� 106 Z LOWER GUEST B�D PASSAGE 2'-6" x 6'-8" 2'-7" x 6'-8 %2" RH 1-3/4" MAHOGANY NONE IlVTERI4R SLAB DOOR __ � � 107 1 MECH, CRAWL PASSAGE 3'-0" x 4'-Fi" 3'-1" x 4'-8 �/z" LH 1-3/4" MDF NONE SLAB D40R 202 1 GARAGE PASSAGE 2'-6" x 8'-0" 2'-7" x 8'-0�z" RH 1-3/4" MAHOGANY NONE I�VTERlOR SLAB DOOR =_-__ � � 202 2 GARAGE LOCK•SET 3'-0" x 8'-Q" 3'-1° x 8'-0%2" 'LH 1-314" MAHOGANY METAL 20 MINU7E FIRE f�ATED DOOR 203 1 MUD ROOM PASSAGE 3'-0" x 8'-0" 3'-1° x $'-0%Z" RH 1-3/4" MAHOGANY NONE INTERIOR SlAB UOOR __._ 204 1 LAUNDRY ROOM PASSAGE 3'-0" x 8'-0" 3'-1" x 8'-0 �z" POCKET 1-3/4" MAHOGANY NON� INTERIOR SLAB DOOR __ 204 2 LAUNDRY ROOM P,assa�e 3'-0" x 8'-0" 3'-1" x 8'-0�° LH 1-3/4" MAHOGANY NOI�E INTERIOR SLAB DOOR ___ 205 1 UTILITY CLOSE7 PASSAGE 2'-0° x S'-0" 2'-1" x 8'-0%z" RH 1-3/4" MAHOGANY NONE INTERlOR SLAB DOOR _ _. 206 1 FAMILY ROOM PASSAGE 5'-4" x 8'-0" 5'-5" x 8'-0�" RH (ACTIVE) 1-3/4" MAh10GANY WOOQ INTERIOR S�AB DOUBLE DOOR __ � 208a 2 B4Y5 BATH PFllVACY z'-b" x 8'-4" 2'-7" x 8'-0%z" RH 1-3/4" MAHOGAlVY 570NE INTERIOR 5LA6 bOOR �__ 208b 1 BOYS BATH PRIVAGY 2'-5" x S'-0" 2'-T' x 8'-O lz" RH 1-3/4" MAHOGANY STONE INTERf4R SLAB DOOR ___ 209 1 ACQUE'S BED PFlIVACY 2'-b" x 8'-0" 2'-7" x 8'-0%'' LH 1-3/4" MAHOGAlVY NQNE INTERIOR SLAB DOOR ____ 209 2 ACQUE'5 BED DUMMY 4'-0" x $'-0" 4'-1" x 8'-0� " d�UBLE i-3/4" MAHOGANY NONE iNTERIOR SLAB DOUBL� DOOR �_____ 210 1 ANTOINE'S BED PRIVACY 2'-6" x 8'-0" 2'-7" x 8'-fl%" LH 1-3/4" MAHOGA�VY NONE INTERIdR SLAB DOOR ___ P R O � f � 1 210 2 AN701NE'S BED DUMMY 3'-6" x 8'-0" 3'-7" x 8'-0�/" DOUBLE 1-3/4" MAI�OGAf�Y NONE INTERIQR SLAB bOUBLE DOOR __ _ D R A W N B Y WI�( 211 1 ANNE ELISE'S BATM PRIVACY 2'-b" x $'-0" 2'-7" x 6'-O 1/" RH 1-3/4" MAHOGANY NONE I�ITERIOR SLAB DOOR 212 1 ANNE ELISE'S BED PRIVACY 2�-6" x 8'-0" 2'-7" x B'-0�/° �H 1-3/4" MANOGANY NONE INTERIOR SLAB n00R --= D A 1 E Pf RMl1 04.04 0� 212 2 ANNE ELISE�S �ED DUMMY 4'-0" x 8'-0" 4'-1" x 8'-0�✓" DUMMY 1-3/4" MAHOGANY NONE INTERIOR SLAB DOUBLE DOOR __ A E V I S I Q N S 213 1 POWDER RM PRIVACY 2'-4" x $'-0" 2'-5" x 8'-O 1/2° RH 1-3/4" MAHOGANY NONE INTERIOR 51..A8 p00R 301 1 GUEST BE� O1 LOCK-SET 3 -0 x 8-0 3-1 x 8-0� R11 1-3/4 M.AHOGANY NpNE ff�TERIQR S[AB DOOR db I)1 OS � �� � �� � �� � �� �� 301 �. GUEST BED 01 pUMMY 4'-0" x $'-0" 4'-1" x S'-0%" DOUBLE 1-3/4" MAHOGANY NON� INl"ERIOR SLAB DOUBLE DOOR _ 302 1 GUEST BATH O1 PRIVACY 2'-6" x 8'-0" 2'-7" x 8'-O 1/z" LH 1-3/4" MAHOGANY lVONE INTERIOR SIAB DOOR 303 1 KI7Ci-IEIV PUSM PAD 2'-fi" x 8'-0" 2'-7" x 8'-0�/" FLIPPER 1-3/4" MAHOGANY NQNE ' INTERIOfi 5lAB DOOR S�HLQU�CS (k UC�A�f.�) 304 1 POWDER RM PRlVACY Z'-6" x B'-0" 2'-7" x 8'-0%° RH 1-3/4" MAH�GANY NON� INTERIOR SLAB bOOR --- - ,_..r.,�._.�..,�:.w....�..._.._ _ -- 309 1 MASTER BATH PRIVACY 2'-6° x 8'-0" 2'-7" x 8'-0�/2" L.H 1-3/4" MAHOGANY �10NE INTERIOR SLAB DOOR ____ 309 2 MASTER BATii PRIVACY 2'-4" x 8'-0" 2'-5" x 8`-0�" RH 1�3/4" MAHOGANY NONF. INTERIOR SLAB DOOR -- -- 31Q 1 MASTER CLOSET LOCK-SET 2'-6" x 8'-fl" 2'-7" x 8'-O 1/Z" LH 1-3/4" MAHOGANY NONE INTERI4R SLAB DOOR _�_ _ 311 1 MASTER BED PRIVACY 3'-6" x 8'-0" 3'-7" x 8'-O 1/Z" POCK�T 1-3/4° MAHOGANY NONE IN`fERlOR SLAB DOOR l INTER�OR DOOR SCHEDULE GENERAL NOTES: CRACK OF NOON, L.P. RESIDENCE JOB#0301-05 � CONC.STAIR SlAB 6°MIN. �,D TMICKNESS WJ#3'S @ 12" '� •'��� .'ti�'/ �° 8. REFER TO TNE 2003 iRC 7ASLE R602.3t1)OFi 2003 IBC TABLE 2304.9.1 FOR 2, THE S�RUCIURAL DRAWINGS DESCRIBE 11-iE COMPLETED STRUCTURE. �A.WAY STONE VENEER a �:O ' :2 � DESIGN CR�TERIA: ',a '• e, � PERARCH. . �S ;^; � M1NIMUM FASTENING.S�HEDULE A_CDPY�F 7H1S TABLE CAIV.QEPAOVJDED 7�ESE�RAWI�[�1GS kdAV�E$�EN AR6RARED FL)R T�-lE-l�SE-OF AQUALI�IE� ROOF LiVE LOAD (SNOW LOAD PITCH_>4:12): 80 PS� UPOfV REQU�ST,A3 STATED iN SEC�ION 2304.9.5 OF THE 2003 IBC SECTION CONTRACTOR WI1N EXPERIENCE IN THE CONSTRUCTION SYST�MS AND • #3 CONT.@ NOSiNG NP. ' 3"OF STONE&MORTAt� �o:a t� � � p. •2 ROOF D�AD L�AQ: 15 PSF 2304.9.5: FAS�'ENERS FOR PRESERVATlVE-1R�ATEQ.AND TECHNI�EJES DESCRIS�D. TE-1E COfVTRACTOR S�IALL PROVIDE A�EQUATE • • #5's @ 16'WORIZ. ' - � �d�Y`'�� c •�`� -°� 1=L�Ofi LNE LOAD: 40 PSF FIRE-RETARDANT-TREATED WOOD SHALL�E OF HOT-DIPPE�]Z1NGCOAT�D SHORING AND Bi�ACING IN Tl-IE PROPER SEQUENCE,AS MAY BE REQUIRED TO ' . e�' : '�RiSE&RUN PER ARCH. " a � PER P���'B �j�j•o �� �4.`' � � FLOOR C�EAD�LOAI]: 34 P5F GALVLAI�IIZED.STEEL,STAINL�SS SlF_Fl_,SILICON BRONZE O�i COPPER. ACh���1fE�-i�Faf�AL GOM�'�E7��D STRUG�Ul��, 71-�E SE{,�IJ��JCE�F � ' � #5's @ 16"VERT. � DEGK LIVE LQAD: 100 P5F FASIENINGS FOR WOOD FOUNDA7lONS SNALL BE AS REQUIRED IN AF&PA CONSTRUCTION IS THE RESPONSIBILITY OF Ti-iE CONTRACTOR. CONSULT WI1N ,� � • ' � , ' . 4 �! °•• DEGK DEAD LOAD: 15 PSF TECNNICAL REPORT No.7. Ti-IE ENG]NEER FOR SHORING DESIGN AND RECOMMENQATIONS (NOT IN `O ' • . :�.. • � •- •�. •• S�OPI�1G 2x pECKING PER A�fCH. DECK DEAD LOAD {3"STONE&MORTAR): 53 PSF CONTRAC�. • d' � ,' :� p,.V '. °., .° � �'. .µ o (N)-TO SIAB BASIC WlND SP�EQ(3 SEG GUSI�: 9Q MPI� 9. U[�LESS NQTED OTl-IERWISE,STEEL CONNEGTORS SNALL BF USED TO JQIN ' - ' -° •� . .- o �f' O O I` WIND EXPOSURE: B RAF7EAS,JOISTS AND BEAMS SUCH AS SIMPSON STRONG-TIE CONNEGTORS OR 3. THE Cp�E7RAGTOR IS RESPONSI�LE FOE�TH�M�ANS,METHODS SEQUEt�GES �• WATERPROOF DECK PEFi ARCH. �� -'+ `� T � (�Q p M SklSM1C DESlGN GATEGORY: C EQUIVALENT. AND PROCEDURES FOR CONS7RUC170N OF 7HIS PROJECT. NO11FY �` 4"GMU BE�OW GRAQE "4„ �� �° • , N r^ I� M IRC EDITION: 2003 STRUCTURAL�NGINEER OF ERRORS OR OM{SSfONS IN THE CONSIRUC110N S T O N E V E N�E R S U P P O R�F 10. WOOD NAILER PU�TES ON STEEL BEAMS FOR TOP-FIANGE HANGERS SI-IALE. DiOCUMF.laITS 1JdIMEDJA7�LY. DO NDTPAQCEED-Ul�7�L.ERRDAS DR DMISSIQt�1S B34fi'-4 iJ4 X � � � B E R I P P E D T O M A T C H 1 1-I�S 7 E�L B�A M F L A N G�W I a 7 H. A R E�i E S O L V E D. C O O f�D i N A T E R E��}I R E M�N T S F O R A L L P E N E 1 R A l 1 0 N S 8 3 4 5'-5 �/2 (N)-T O D�C K I N G � � g■ 8°1NICKENED Q O � � FOUN�ATION f�ESIGN: � -db SIAB EDGE PER 15/S6 m #5 RWLS.x , TI-fROI�GH STR�CTURAL MEMBERS WIIN STRUCTURAL ENGINEER. JOBSIT� N -TOW � O �v O O 1�l. MAI�UFAC7URED JOISTS SHALL BE FAOM AN APPROVEp MANUFAG7UR�R lN � � ��� • o i r T l l(P. � Q 1 6'O.C. 6 � � 1. THIS FOUNDAIiON HAS$EEN DESIGNEQ RASED ON THE R�COMMENDATIONS SAFETY IS TI-IE 50LE RESPONSIBILITY OF THE CONTRACTOR. -o , � " . O Z � � SE�FORTfi IN GEO�ELHNICAL�i�-PO�i�"#{�5(344�Y�.�K{'��1GI�JEERING,��1C. 1NE SIZES ANQ SPACINGS iNDICATEq ON PI�1N. IF JOIS7S FROM A • , a CONSTRUCTION OF THIS�UUI��Al10�f SHA�.L FOLI.OW 1NE REQUIREM�NTS M A I�U F A C 1 U R E R O T I-I E R 1 1-I A N T i-E A T S P�C I F I E D A R E S U 8 S 1 1 7 f S�'E R,C O f�T A C T 4. OBSERVATION VISITS BY i HE STRUClURA!ENGINEER ARE FOR STQNE VENE�R .' °• ' -��' 9 0- O = ENGINEER TO RE111EW SPANS, LOADING AND CONN�CTlONS. �OLLOW TH� DETERMINATION OF GENER/�L COMPLIANCE WITH TME CONSTRUCTION PER ARCH. .•a •, �]ECK JOISTS pER PIAN I � � � FROM THIS REPQR7. MANUFACIURER'S RECOMMENDAT40NS REGARDING BLOCKI�IG BRACiNG AND (2a-#5 s CONT. • �L � � DOCUMENTS. THIS OBSERVATION VISIT IS NOTAN INSPEG`RON. �1-IE • iJ2°f�x 10"A.B's @ 48"O.C. TOP&BOT. �2. -D�SaGN OF�007�NGS IS�A�E�ON A MAXaMUM ALLD�IIA�LE BEARING WEB S11FF�NERS. CON7RACTOA�1-iALL CONT,��T 7��E EN.GINEER AT T��EAPPROPAIA�E T}ME T� '. • 1���-� �� �8� � PRkSS1�RE QF 3000 PSF. SCHEDl1LE 7�f-11S VISI�. �' a'� 8230'-8 12. EXTERIOR WALLS SHALL BE 2x6 STUDS @ 16°ON CENTER OR AS DESCRI$ED • 'e - ' GONC.STAIR SLAB 6u MIN. • 3. RETAINING WALLS NAVE BEEId D�SIG[�EED USING A lATERAL PRESSURE OF 60 BELOW, !lNLESS NOTE�OTHERWISE ON PlAN: 5. SUBMIT SI-IOP DRAWI�VGS TO ENGWEER F�R STRUCTURAL S1�EL FOR R�1/IEW � _ •• •• . y (�l)-TO�VlF • , �° • a WAL�HEIGHTS 12'-6 AND LESS: 2X6 S1UDS @ 16" P R 1 0 R�O F A S R f C A T f O l 1!O R C O N S T R U C T I O N. T N E A R�HI 7�CTAN D J�R • • •� • • j�'a •~ ,•Q a . < � . TF-iICKNESS W/#3s @ 12 , . Q � P C�F Q i�T I-�E`A�.R E S T'E A R T l�P F 3 E S S U f��C O 1�1 D f 1 7 0 N A N D 4 0 P C F F D A ' . a . . . • z • . , � d ��.W q Y � . . RETAINING WALLS WITH"ACTIVE"EARTH PRESSUFiE CONDITIOJd. . WALL HEIGHTS�ROM 12'-6 THROUGH 14'-6: 2X6 S1UDS @ 12" CONTRACTOR ARE RESPONSIBLE F03�VERI�YING'DIMENSIONS AND QUAN11T1ES. . e .• ' . ' , •• °. :' � ��° �a , ' d' ' °° • - N . W A L L F f E I G H T S F R O M 1 4'-6 T H R O U G H 1 7'-4: (2)-2 x 6 S 1 U D 5 @ 1 6" T H�S R E V l E W I S F O R G E N E R A L C O M P L k A N C�W I 7 H 7 N E I N T E N 7 0 F,T H E CONT. �4x4x1I4 W/ 4 a.T•�_ �T, . • . 8, 8� 8• C 4. FOOTINGS SHALL BE PLACED BELOW FROST DEPTH ON IJNQISTURBED SOIL • WALL NEIGH�S GRFAIER THAN y 7'-4: CONTACT ENGINEER STRUCTURAL QRAWINGS. 1/2�71 x 4 EXP. ' • a • • • ,� CAP WITN A DOUBLE 2X6 TOP PLA�E OVERIAPPING AT CORN�RS AND AT ANCH'S Qa 24" a� '° ' n a a . . • , • • • , #5 DWLS.X 2'-0 2�_p� O OR ON.STRLICTU�3AL.FILL.CQMPACT.EQ.AS RE�Li1RED.BX THE GEOTECHNICAL INTERSEC710NS WITH OTI�ER PARTITIONS. IF OVERIAP IS NOT POSSIBLE,STRAP ' ° ' DRlVEN iNTO 5/8°ft3 •-- ENGINEER. 6. IF NEW CONSTRUC7lON HD.lOINS AN EXISTII�G STRUC�IURE,�-4E . ••4 ' x 4°HOL.E IN WALL TOP P1J�TES WITH STEEL STRAP TiES (SiMPSON ST292). CON7RA�T01�SHALI�BE A�SPONSIBLE FOR V�RIFYII�G DIMENSIONS, ,� � - 4 4 SCALE: 3/4" = 1'-0 '`� 5. PROVIDE CRAWLSPACE VENTIlATION PER CODE REQUIREMENTS. � . GABLE END WALLS SHALL BE BALLOON FRAMED TO Tt-lE BOITOM OF ELEVATIOI�S AND ALL EXISTI�IG COf�D1TfONS. UNDER�Ii�TVING AN�SHORWG OF a � S1 � RAFTERS,LOOKOUTS OR GABLE END 1RUSS. EXISTING STR�IC7URES SHALL BE THE R�SPONSIBILllY OF THE CONTRACTOR. 4"CONC SLAB C _ ' 6. SO1L VALUES AND CONDITIONS SHALL BE VEAIFIEq BY A REPRESENTATlVE OF • WAL�S SHALL BE Si-�EATi-iED WITH 7/16"1NlCK APA RATED PLYWOOQ OR OSB CO�ISULT WV7H Tf-fE EIJGINEER FOR SE�ORING DESIGN AND RECOMMENDAIIONS #5's VERT @ 16"O.C. • , PER PLAN WAl-ERPROOF ° • �C7 TH�GEOTECHNICAL ENGINEER. REPORTANY DISCREPANCI�S FROM 1NE SFiEATf-IING RATED 24/16, EXPOSURE 1. BLOCKALL HORIZONTAL JOiNTS:8d (NOT IN CONTRAC�. '� a M�MB�ANE PER ARCH. OHIGINAL FINDINGS DESIGN ASSUMPTIONS TO THE STRUC7URAL ENGINEER. NAiLS AT 6"A7 PAN�L�I�GES AND 8d NAILS AT 12°AT iNTERMEDIATE SUPPORTS. #5's CONT.HORIZ. . 8236'-5 Z PROWI�E(3)-2x1D HEAD�RS OVER ALL DOOR ANIa WiNDOW OPENINGS WITH 7. WHl�.E EVERY EFFORT IS MADE TO PROVfDE A COMPLETE AND ACCURAT�SEY , @�2'�•C• a : D ' (N)-TO SIAB - ONE 2x6 TRIMMER APfQ ON�2x6 K�NG S7llD EACH SID�IjNLESS f�0�l3 OF CONSIRUCTION DOCUMENTS, ERRORS OR OMfSSIONS MAY�CCUA. a � � � � 3��F S��NE�M�R��1� a' 7. BACKFILL AROI�ND RETAINING WALLS AND STRUCTURAL BUTTRESSES SNALL #5 DWLS,x �Q. I I I I I BED PER ARCH. BE COMPACTION T�STED PER 11-iE RECOMM�NDATIONS OF YHE GEOlECHNiCAL 07HERWIS�. RELEASE OF THESE DRAWWGS ANTICIPATES CONTINUEI]COOPERATION AND • @ 12" L a 2�"' 1�' W ENGINEER. . ALIG1�a0f5TS�R RR�IERS 1�0 S�AR WITH�N 5tl OF S`iUDS BE�OW. COMMU�fICATION BETWEEN THE COI�TRAGTOR,ARGI-iITECTAND �NGINE�I�TO ° . 10" • _ � � � I ,�, W PROVIDE THE BEST POSSIBLE STRUC-(LSRE. „ . p {2)-#5's CDNT. ° 8. PROViDE PERIMET�R�DUNDATION DRAINS PER THE GEOTECHNICAL 13. INTERIOR LOAD BEARING WALLS ARE 2x4 OR 2x6 S1UDS AT 16"ON CENTER � � TOP b BOT. �L Q� ��-, .-: �• � 8246'-7 3/4 Z 1/2"DCPANSfON MAlERIAL '-'� `�`� . ..� ;. .' �.�;.._..:• ,. . ENGINEER RECOMMENRAIIONS. WITH 1/2"GYPSUM WAL�BOARD 80TH SI�ES. CAP WI1N A pOfJBLE TOP PIA1E , ' � � � (N)-TO PLYWD. - TO PROVIDE OVERIAPPING A7 CORNERS AND INTERSECTION WITN PARIITIONS. #5's x2'-0 @�6° � � � 8246'-51/2 � IF OVERIAP IS N07 POSSIBLE,S1AAP TOP PLATE�WITH STEEL STRAP T�ES ABRREI�lATIONS LIST ° O.C. 7RAIVSV. a jND1CATFiS PERP. "��-� � � (N)-TDW&STL. REII�FOF�CE{�COl�CR�7E: (SIMPSON S�292). •• • ° WALL(BEYONp) • `� Z PROVIDE(2)-�c10 HEADERS OVER ALL DOOR AND WEld�OW O�E�IINGS W111-I d a � (5)-#5'S C�NT. �. CONGRE?�DESIGN iS BASED ON TNE M057 CIJFiRENT PUBLlCATION OF A.B. ANCHOR SOL7 PERIME7ER DRAIN PER ' b • W �ONE 2x4 OR 2x6 TRIMMER AND ONE 2x4 OW 2x6 KING STUD EACH 5lDE UNLESS ABV. ASOI E � HORIZ. LONGIT. Q tiN "BUILDWG CODE�iEQUIREMENTS FOR REINFORCEQ CONCRETEu(ACI 3�8). NOTED O�ERWiS�. � GEOlECHNICAL ENG. � � • a • ' ' �- ADJ. ADJACENT - U U a _ �„ ST�.$M.PER P1.A�1 W/2x BM. . ALIP�J,JO1ST`S OR 1�AF7ERS TO�BEAR Wlil-11N 5"DF Slt)DS'BELDW. ALT. ALTERNATE � Q N N • 5� ' °' WIq1N DRIVE�INNED TO TOP 2. STRUCTU�iAL CONCRETE SHALL NAVE A MINIMUM 28 DAY COMPR�SSIVE ARCH. ARCNITECT ° 83$2�-7 � ' F1A1�1GE @ 16°O.C. STRENGT!-! OF 3000 PSI. 14. A7 BEAM BEAI�ING LOCATIONS IN S1Up WALLS,PROVIDE MULTIPLE-S7U� ' (N}-TOF • a pOSTS EQUAL TO WIDTH OF BEAM I�NLESS NOTED OTHERWISE. BLKG. BLOCKING . . , � d . � � z�, � .• � q�� 4� . 3. �CONCRE�E SI-�ALL-E3E-PROPOR�IONFD USING�Yf'E I-II-SU{.�ATE RESiSTANT 8M- B�AM � . '. 'a°, o - . .a ' ' " , � � � . Q L'ONN.�'�: C�MEI�T. DO NpT IJSE AQMlX7URES CONTAlN1NG CHLORIDE SAL�S. BM• A1�1'• �EAM POCKE7 ' , ' 15. FLOOR SHEAINING: PROVIDE 3/4°THICK APA RAT�D STUFi�IFLOOR RATED � ' T • a . °. . ' o T a� ;a .1 L 4XQX1/4x0'-6"W/(2)-3/4°lI1 AT 24"ON CEN�R TONGUE AND GROOVE DCPOSUR�1 FOR ALL FLOOR ���''' BEARING ' '-a° a . , ao " ° �° �-IRU-BOL.TS &(2)-5/8"S�X 4. FOR COLD WEATHER CONCREIING PROCEaURES REF�R TO TNE"ACI MANUAL CONSTRUCTION. CLUE AND NAIL PANELS TO ALL SUPPORTS: 8d NAILS AT G'AT CANT. CANTILEVER ' -� � fi'DCP.ANCH. (ONE EA.�EG.) OF-CONCR�TE RRAC�ICE." -PANEt�flGE��ND 8d t�1A1ts A�12"AT�i��ERiv1��tATE�SUPPOft��. ii�SiALt C�'�� ��� � �� � �� � � �� � „ � � SNEATHING WITH LONG DIMENSION PERPENDlCULAR TO J015TS AND STAGGER CM�J CONCRETE MASONRY UNfT 1 -0 S 8 v i -0 8 8 v - ° FOR REMAlNDER OF INFO. 5. EXPANSION ANCHORS SHALL BE LOCATED NO L�SS THAN 6 80LT DIAMETER5 JOfNTS. COL. COLUMN � � 1 ° REF.TO DE�AIL flS1 FROM C(JNCI�ETE EDGES AND SPACED AT iV0 LESS THAN 12 BOLT DIAMEIERS CONC. CONCREI� 2'-4" 2'-4" . U.NL�SS.NOTED OTHEF�WISE. 16, fit)p�SFi�A�t-i1N�: Pf�OiliDE 5/8"�1-IiCiC A�A f'L�1IVOOD�Si���f-11�VG'RATfL] CONT. �DNTINLi.OUS TOP VI�N � 40/20 EXPOSURE 1. INSTALL SI-IEATHING WITH LOE�G DIM�NSION ��P� CR1PF'LE POST 6, CONCRETE FLOOR SlABS Qt�GRADE SHALL HAVE SAWN OR TC30LED �w�• QOWEL 6 SCALE:3/4'= 1'-0 , PERPENDICUTAR T�THE SUPPORIING MEM8ER5 AND STAGGER JOINTS. � CONTROL JOWTS ATA MAXIMUM SPACINU OF�!2 FEET 1N EACH DIRECTION. IF NAILING: 8d NAILS AT 6"AT PANEL EDGES AND 8d I�AILS AT 12°ATlNTERMEQIATE �• EACH S1 3 SCALE: 3/4'_ �'-0 • POSSiBLE, LOGATE CDI�TROL.�O{f�TS ALO�1G COLlJM�1�CRJDUNES. SiJPPORTS. EQ' �Q��' $1 � . PROVIDE WINDlSEISMIC ANCHORS AT SUPPOR3S FOR ALt RA�TERS,�TRLfSSES EXP' EXPANSION 1 �/2°LT.WT.TOPPING � 7. C4NCflET�COV�FiP.GE FOR F2ElNFORCING STEEL{ACE 318-95): AND I�OOKOUTS. EXSTG. EXiST3NG !' O . CONGRE`l�CASTAGAINSTAND PERMANENTLY EXPOSED TO EAR1�H: 3° F��• F�OOR DRAIN I-JOIST BLKG.PANELS @ 24" � � W . PROVIDE SOL1p BLOCKiNG PAfVELS BEIINEEN ROOF FRAMilVG MEMB�RS AT FT� 2x6 D(T�RIOR WALL IN FIRS7 JOIST SPAC�W/ 3"OF S1�ON�&MORTAR r , . .CiONCR�7E.DCl?05ED TD.FJ.ARTI�.OR WEATE-iER: $EARING�fl�PREVE1d�f�OL��NG. FOOTING ja�-8d NA1t51N1�0 FJ�. $��P���H. WATERPROOF v . #6 BAR INROUCH #18 BAR: 2° G•�-• GLUEQ LAM�NATED MEMBRANE PER ARCFi. � � � . #5 BAR,W31 OR D31 WIRE,AND SMALLER: 1 i/2" W�A• HFADER PAN�L,NP. 5"CONC.SLAB 17. IAMINATED V�NEER LUMBER {LVL)SHALL F�AVE THE FOLLOWING MINIMUM HOR1Z. HORI�ONTA�, 3 � � . CONCRETE NOT EXPOSED TO WEATHER NOR IN GOt�TACT WITH GRQUND: PROPERTIES: /4°T&G PLYWD. PER PlAN � � � � . a. SLABS,WALLS AND�J�JISTS(��i.BAR AND SMALLER): . FLEXI�RAL BENflING S��SS: 2600 PSI INFO. INFO�iMA7�lON �/2"m x�Q"A.Q'S @ 48°Q.C. #14 AND N018 BARS: 1 i/2" INV, INV�RTEQ 1N CON�.TRTD.2x10 R - - - - - - - - SLOPING . , • ,: :. -- _ .- .: .� .•.. 8246'-7 3l4 • . MODULUS OF ELASl1ClN: 1,900,000 PSI Q3a5`-2 � � � . #1� BAR AND SMALLER: 3/4° JSTS. ,lOISTS N . (N)-TO SlAB a. . � - 4'a�,' _,� !` � , � (N)-TO PLYWD. � TENSION PARALLEL TO CCRAlN: 1850 PSI O TO PLYWp. '�n . W K.S. KfNG SIUD ' • • o � • �- - '• •� T TYP. 8246'-51J2 . b. BEAMS AND COLUMNS: COMPRESSION PARALL�L TO GRAIN: 2310 PSI . '• i • r - a, � . PRLMARY RE1NFf>RCEMENT,71F�S,.STIRR�IPS,.SPIRALS: i 1 J2" � LLV LQNG LEG VERTICAL • 'n° 834.4'-11 3l4 �r, . ♦ :� _ • (N)-TOW � � U-� ,_ . GOM�R�SSIQN�ARA�{�E��O GRA{�!: 75�PSI . , O /' PERPENDlCULAR TO GLUE LINE L O N G I T. L O N G 1 T U D i N A L .d .. _ REINFORCIl�G SlEEL: LTVJ7. . f�}-TOW . HORI�ONTAL SHEAR: 285 i'SI LIGHTINEIGNT a �_ O U-- L , �-��- L A M I N A T E D V E N E E R L U M B E R �° a 8"'li-�ICKENED .. DECK J�ISTS PER PE.AN � � z 1. EXCEPT WNERE OTf-IERWISE NOTED, REINFQRCING BARS SHALL BE GRADE 60 FOLLOW THE MANU�AG7UR�E�S R�C4MMENDATIONS REGARDING BLOCKING, MANF. MANIJFACTURER s� -° '° EXCEPT T1ES,F1ELD BEiVT BARS AN1j BARS TU 13E'W�i�D�fl IiVHICH tv1AY�BE GRADE $�AG�N�A�JD W�E�S`�I��EN�flS AND M1J�,�IPL��IA�M$�R GONIVEG710�JS. O.C. ON CENTER • S1AB�DGE P�R�5/S6 ' ' .� � � � 40. ALL REINFORCING BARS SHALI..CONFORM TO ASTM SPEC. � #5's V��T @ 1 G'O.C. -'•a., ' . a 1� 7/8°1-JO1ST PER PLAN • FOR REMAINDER OF INFO. S�RUC1l1RAL STEEL: P�� � � • � � r'`� R��• REFER�NCE �a a REF.TO DETAIL f�S1 (� �J 2. F O R B A E�S#8 A N D S M A L L E R, !A P B A R S 3 6 D I A M E�'E R S A T S P L I C E S I N 1. FABRICATI ON AND ERECTl ON OF STFIU CIURAL ST�EL SHALL B�iN R E I N F. R E I N F O R C I N G . . CONT. TRTD.2x12 LE[�GER W/ C O N C R E T f. �O N O T W E L t 3 fl R U S E t�E C H A N I C A L S f'L i C�N�Q E i i I C E S L i N t f�S -S C N E D. �5'S�O N T,j�Q R�Z. � {2)-��d D R 1 V��a N S�7 ��i°a.C. N �' A G CO R�]A N C�WI7H T HE MOS T CURFtE N 7 PUB LIC A 71 0 N 5 4 F E I T N�E�A IS C-�R�{� SCHEDULE �g��p.C, �y :vu � � � A P P R O V E D B Y E N G I N E�R. AISC 335 OR AISC-HSS. SPECIFICATIO�lS AND COD�OF STANDARD PRACTICE. � S���p• STRUCTURAL INSUlA�EQ PANEL STL STEEL � 2 5CAL�:3/4' = 1'-0 � 3. HOREZONTAL QARS SHALL B�CONTINfJOUS OR IAPPED WITH CORNER BARS T.B. � • 2. STRUC7UR/a�STEEL ROLLED SHAPES SHALL BE ASTM A50. TUBE SHRP�S TNROUGH BOLT S1 A�CORN�RS. f'ROV1D£(2j-#5 BARS fXTfiJDIN�A MIt�iMUM OF�2�FffT BEYOND SHALL BE ASTM A500 GRADE B. PkPES SI�ALt BE ASSM A53 GRADE B OR AS11J! �&� TONGUE&GROOVE . � EDGE OF ALL OPENINGS OR STEPS. A501. T� TOP OF a TOF TOP OF F007ING 1 1/2°LT.WT.TOPPINC � 1 4. EXTEND REIN�ORCING STEEL A MINIMUM OF 2 FEET 11-IROUGI-� COLD JOINTS. TOW Q� � . DCSTG. D(TERIOR WALL � I 3. ALL BOLTS USED 1N STEEL F�iAMING SHALL CONFORM TO ASTM TOP OF WALL . V CflORDlIV�1T�'A�L COLD JOIN�LOCATiONS Wlll-�E{dGfNEEI�. SPECIF1CATlON A325. ANCNOR BOLTS AND BO�TS USED IN TIMBER �Rf1NSV. TRANSVEFiSE CONT.TREATEd(2)-2x12 6 ' a . 3I4'�&G PLYWD. � CONNECTIONS MAY BE ASTM A307. TRTD. TREAT�� LEDG�R W/(2)-5/8"0x8" a• � � ° � DOWEL NEW WALL TO D(S7G. 5. WELDED W1RE FABRIC SI-lALL CONFORM TO ASTM SPEC.A-185. lAP WELDE� �S TUB�STEEL EXP.AI�CH.@ 24"O.C.,111P. - - - - - 8335'-2 I W/#5 QWI.S.x1'-6u DRNEN iNTO WIRE FABRIC A MINIMUM OF TWO FULL MESH GRIDS. 4. T�RQUE INSPECTION SHALL R�P�iOVlp�D AS REQUIRED 6Y THE BUILi]ING N�' �`(PICAt - . (N)-70 PL.YWp. �E�� 5/8'0 x 4"HOLES @ 12"ALONG INSPEGTOR. ' VERTlCAL � � VERT.LENGTH OF WALL STRUCTURAE.WOOD FRAMING: ��� VERIFY I1V F1ELD • � OO NP• � � (THREE M1N.j 5. EXPANSION BOLTS SHALL BE WEDGE TYP�"POWER"OR APPROVED �•P� WATERPROOF . Q� . PER PLAN 1. EXCEPT WHERE NOTED OTHERWISE,AI�L 2°NOMINAL LUMBER EXCEPT STUDS EClIlIVALE�6T. Mlt�lMUM �MBEDMEiVT SHALL BE 8�IAMETERS UNLESS NO�ED W� WITH � ` � ° ( ) SHALL 8�DOIiQIAS FIR-iARCN#2 AND BE7TER. ALL 5{3LID 71MB�R POS�S AND . , a•• . � _ N -TOW BEAMS 3"NOMINAL AND WIDER SHALL BE DOUGLAS FIR-LARCH#2 UNLESS OTH�RWISE. . � . � "t C4NNECTION SCHEDULE � i-�oisTS PE��tAN � NOTED OTHERWIS�ON PIJaN. 6. ALL WELD�I�lG SHALL BE DONE BYAN AWS CERIIFIED WFLRER. - 4 ' • z I°'a � --• �- - : a � 4u +' " �'-2" � siMPSON H� 2. STUflS Si-iALL SE 6�UD CRADE ANI] s�filEfl H�iVI�IR flR�DOlJGIAS��R�-tAf�CH. �� B @ 8 WLS.X � . a . � 4 7. DEV�Y PAIt�TING WITHiN 3 OF FIELD WELDS UNTIL WELDS ARE COMPLETED. � SIMPSON LSSU2�0 ( 10° . ' ,' 3. FOUNDA710f�pLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO lNE g, ST�EL ANGLES THA7AR�US�D TO SUpPORT STQiV�VENEER At�Q ARE IN Q SIMPSUN L.SSU2��-2 FOUNDATION WITH E�OT LESS THA�! 1/2"DIAAE�TEA S1�EL BOL�'S OR APPROVED CON7AC7 WITH CORR4SIV�SOfLS SHAI.L BE GAL.VANIZEQ ANl7 SE-lALL S� a�� � . � I P R O J E C T : 0301-05 A�ICHOFiS. �OLTS S}-IALL B��Mk3�flp�{�A�LEAS�7"atd�O GONCflE{�1�R �D SIMPSON HGUS7.25/�2 � EXSTG.CONC. 1 •: . . ATT�Cii�O TO TNE F4UNL�ATION WII�-GAt1lAN�Z�D OR�STAIN��ESS ST�EL a � � SlAB ON GRADE �°.: � D R A W N B Y : JPL MAS0IVF�Y,AiVD SPACED NOT MORE INAN 6 FT APART. 1NERE SHALL BE A "�I-"`� �"' ANCHORS. Q SIMPSON HHUS4IQ I ��� REVIEWED BY : JPL MINfMUM OF NVO BOLTS OR ANC�fOR STRAPS PER PIECE WITH ONE BOLTOR 4' � a:� ANGHOFi S7RAP LOCATED NOT MORE TI-IAI� 12"OR LESS THAN 4"FROM FJ�CH FQ SI MPSON HGUS7.25/�2 (SKEWED R 40°� 4 �"� '� D A T E : PERNi1T 02.�8.05 END OF�FJ�CH P1ECE: A PROP�RLY SIZED �lUTAND WASI-IER SHAL�BE BACKFILLING PROCEDURES: ; a� � T I G H T E N E D O N E A C H B O L T T O T H E P I A T�. � S I M P S O N I T T 1 1.8 8 O R I U T�1 . PE� P�N . . � I 1. V�RIFY7YPE0�FiLI,.WI`fH GEOT�CHNlCAL�NGINEE4�. O SIMPSON HU4�0 (MAX.) �.° : _ (�-TOS�B ��a �' d a, R E V I S I � N S : 4. 80TTOM PLATES IN COt�TACT WITH CONCR�TE SMALL BE OF NATURALLY (2)-#5's GON7. �, � • • � --- -,. -�..I�- .- CD'S 05.20,05 2. GONCURR�NT BAGKFILLING OF EACH SIDE OF f���AINIiVG WALLS TO FINAl. I SIMPSON H�412 MAX, � '� 70P S�BOT. ' .".. � �DllRABLE�OR�P�t�SERU�TIV�T�tEATED�llMBER. GRADES IS RE�UIRED UN�ESS TEMPORARY SHORING IS INSTALLED. DO NOT � , . ( J SIMPSON HGUS48 #�S x2'-0 @ 16��O.C. TRANSV. . 1' .d. 5. WOOQ BEAMS BEAFilNG IN B�AM pOCKE�S W CONCR�TE OR MASONRY BACKFILL AGAINST RESAINING�OUNDATiON WALLS UNTIL SUPPORTING FRAMING O ° � EXSTG.CONC. A, WA�LS SHALL BEAR ON A TREAIFD 2x BEARING BLOCK. PROVIDE 1/2° ELEMENTS ARE IN PlACE,OR ADEQUATE TEMPORARY SHORING IS IlVSTALLED. O SEE DETAIL 3iS6 (5)-#5's CONT. HORIZ. LONGIT. ' a v FOUNDATION WALL : � � t -CLEI�G�AI�ICE ARQUND��ND OF WOQD.B�#M. �?RO�(fDE?ac TRF�1TEp�LOCKING GROUT: O �1Ni1'SDN LUS46 � ° . N $���'_3 Q'•d '•.. 1 �ACH SIQE OF BEAM AT B�ARfNG. . � • (N)-TOF p(S�G.CONC. � � - 1. GROUT BENEATH GOLUMN BASE PLAlES AND STEEL BEAM BEAR{NG PIA�ES � SIMPSON LUS28 a . ', °' ':4 �• a ,� � a FOOTING .- Qa I 6. BLOCKING WlTW1N FLOOR JOIST SPACES BENEATH POSTS NO�EED ON PLAN DOWEL N�IV FTG.TO EXSTG. .SJ-IALL.BE.OF EQUI�/ALENTAREA DF THECOLUMNAB�VE..SINGLE.S7UD SHALL B�NON-SHRINK, N�N-METALIC GROl1TWITH A M1NIMlJM COMPRESSIVE �N SEE DETAIL 5/S6 �a .�� 9. � � " - r � . a: � �IV/{2)-#5D4f�ILS.X�'-6"�F3JV�N IJ�ITD � GFN ERAL NOTES S1R�NGTIi OF 2500 PSI. • ° d ' e a .. � � 5/8"0 x 4`HOL�S WHERE APPLICABLE & D ETA1 LS TRIMMERS DQ NOT R�QIJIRE ADDITIONAL BLOCK{NG fN�1-I�FLOOR. QO SIMPSON HU11(MAX.) 7. BOLTS ClSED IN FRAM�l�G CON�}ECTIONS SHALL BE kNSTALLED W1TH GENERAL REQUIREMENTS: �P SI MPSON LUS26 PERiMETER DRAIN PER � PER PLAN a . • . � � � PER PLAN .STAfVDARDWA�HERSAI�IDNU.TS. ^ GEOIEGHNICALENG. 1�_pw 1pu ge v (E�-70F � .� •• (N)-TOF 1. CHECKALL�IMENSIONS AGAINSTARCHITECIURAL D�iAWINGS PRIOR TO \J S�E DE�f�iL �1/S6 � •' a � �° �„r� ,r CONSTRUCTION. p0 NOT SCALE DRAWINGS. CONTAGT E�4GINEER IF R� SIMPS�N LUS26�2 2�-6� �- : ' �� DISCREPANCIES IN DIMEI�SIONS ARE DISCOVERED, � SEE DETAIL ti2/S6 (�T SIMPSQN LB28 5 SCA�E:3J4" = 1'-0 1 SCALE: 3/q" = i'-0 s� si - , UU SEE DETAIL 3/S1 1 1 \ 4 }- � .. n i o _ i u � i C9� O�ss J�.� 5 •` Da .'y�J 4'-S° 13`$" 7-2 21 8�` 24-4 25-0" 15- cj,s. .e1J _ �, � cr��-YOw = s�a5�-10 N N �:. � •'o � � n CONCRETE STEPS (N -TOF =8232-7 r- A T A dOj�j�m� S�' � T , r _,.-._ — — — — — — -� (N -TOW= 8296'-10 3/4 � � � (N)-TOF = 8232'-7 � � DOW�I.N�W WA��TO F.�CSTG. � � (N)-TOF = 8239'1]13/4 � �v � O O f�- INDICATES NEW (N)-TOW = 8246'-9 3J4 (� CONC.FplJNDA710N W/#5 DWLS.x'1'-6"DRIVEN INTO DOWEL N�IN WALL�"O FJCSTG. (N)-TOF = 8241'-9 3/4 � ' c� cy or. I ° �(N)-TOW = 8246'-41/2 � T WALLS,TYP. 5/8"!d x 4"HOLES @ 12u ALONG W/#5 DWLS.x1'-6"DRIVEN INTO �- c" N C� �c- M °D I �D in o I (N)-70W = 824�'-9 3/4 5/8"�J x 4°HOLES @�2"ALO�lG � (N)-TOF =8232'�7 � - VERT.LENG7H OF WALL , 1 � � T — {.N)-TDF=8241-93/4 VERi'.t�NGTt�OF WALL _ 1` M � L _ (THREE M1N.),IYP. 00 I' {7HREE MIN.),7YP. � INDICATES NEW C�NC. � O � � ' DOW�L NEUV FTG.TO EXSTG. P�OVlQ�4 FORM VOID E-TOW =8246'-9 314 W�#5 QWLS,1a6LDRIVEN N 0 FOUNDATlON WALLS,TYP. � U UND�R ALL WALLS NOT � O O �W/{2�--ff�QWLS.x1'-6"{�R�VEN RESIING ON A FTG. TYP. {�)-TOF=8235'-9 (k7-TOW= 8244'-11 3/4 5/B"!d x4'�iOLES�92"ALONG o � � ti �. p � � � 8" 8" 8° _ (N)-TOW=8246'-51/2 � INTO 5/8"�x 4L HOLES WHERE � _v _ _.___ .�_. ____ -_ �__. . _ � .,�, ._.__ ___ __ �_ (�-TOF=sEDROCK VERT.LENGTH 01F WALL � . � O� � I � 6 °D (N)-TOF �8232'-7 �H�FiE APPL�CABLE,lYP. � - - — — — � > � (TNRE�MIN.),`fYP. LL O � �, p � 4 S1 g�_� t0�-�' (E-TOW =8246'-9 3f4 E-TOW = 8246'-9 3/4 � � -- -- --- - - .-_ �-- — - - - - -__. __._. . � � � Q � � 1'-Ou " 8u N -TOW =823T-0 (E}-TOF =8232'-7 (E}-TOF = 8235`-9 � � o o � I f CRAWLSPACE CRAWLSPACE � q� CRAWLSPACE � � � -� __.__- ----- - ------ ---- -- -_ -_- -_ - - - --� - - - - - _ _ _ _ (E)-TOF �8232'-7 � BM. POCKET -� ---_ 1 `� � �- _ N -TOW-� 8243'-11 3/4 I]OWEL t�kW WALL 7U EXSTC,. � $�.���� I . -`�-" �... �. _T.� ---_ _.__ _��_ (E -TOW=8244'-11 3/4 W/#5 pWLS.x2'-�°EPDXIED{NTO 1�I)-�OaIV=B244'-ii 3/4 � (N)-TOF =8229'-3 � _� - {E)-BQW=8235'-9 T 3/4°0 x 6"�-iOLES �a 8"ALONG T 1���u � 8u DOWEL NEW WALL TO DCSTG. � JV � /(N}-TOW = 8245'-9 3/4 (N)-TOW= 8245'-9 3/4 VERT.LENGTH O1F WALL (N)-TOF=8229'-3 F I n, � W/#5 DWLS.x1'-6"DRIVEN INTO C�T DCSTG.WALL DOWE�NE1N FTG.TO DCSTG. (N)-TOF =8235'-9 (t�)-BOW = 8239'-9 3/4 1 5 ! � DOWN TO NEIN ELEV. W/(2)-#5�WI.S.x1 6 DRIVEN 5/$"0 X4°HO��S L� �!2"ALOl�lG (N)-TOW=.8235'-.9 ��JDlCA��S aSTING 1NTD�5/8„�1J X�"��OLES � ��� S6 S9 VERT, LENGTH OF WALL (�-TOF=8232'-7 BUILDINGS �ll/�IER�APPLICABLE,7YP. CRAWLSPACE PROVIDE 4"FORtwI VOID CRAWLSPACE � � (THR�E MIN.),TYP. FOUI�DATIO ,TYP. (E)-TOW= 8240'-0 � -TOW = 8235'-9 7/8 LINDER ALL WALLS NOT 8236 9 (E)-80W= 8235'-9 /B�40N�U D STURBEd GRADE ORVEL {�-TOF = BEDROCK RES`f1NG Ot�f A F1�U'.,IYP. � l w � DOWEL N�N FTG.TO DCSTG. � jOW =8235'-9 ,_ ♦ i i i Y W/(2)-#5 DWLS.x1'-6"DRNEN {�3-$OW=�3 2�2'7 (E)-T O S L A B CUT Tfl1(1l.Dfl�IN �p�P A�C I F D S I R i]C 7 U R A t F 1 L L P�S D i L S � E -TOW =8234'-0 � � � � ' If�TO 5/8"0 x 4"HOLES WHERE TO 8236'-9 �NGIIVEER. PROVIDE 1 DEEP SAWN OR (k�-TOF= BEDROCK (N)-TO =8229'�1� WH�RE APPLICABLE,7YP. INDfCATES DCISTING / TOOLED CONTROL JOINTS AT 12'-0° � � � s �C3 FOO1�iNG,lYP. DOWEL�EEIN FTG. 8236,_9 (E}-TOW =8234'-0 TO DCSTC.WALL MAXIMUM SPACING EAGN WAY. (E�-TOF=BEDROCK � � Z � -TOW�8236'-5 1N/(3)-#5 DWLS.7c2'-�'� {P�j-�flSLAB REt1�FORCESIAS WITH 6x6-W1.4xW�.4 _ u ` EPDXIED INTO 3/4°OJ WELp�D WIRE FAI3RIC. � � � DOWEL NEW WA�L TO EXSTG. M �-�� 3-� � " (E)-TOF =8232'-7 � x 8"HOLES E4.WAY ,_ � W!#5 DWLS.x1'-6°DRIV�N lNTO (N -TOW_ 8234'-11 3!4 # � - - p! _ _ .,,,r � ! 5/8 0 x 4 HOLES @ 12 �1LONG (N)-TOF -8229'� = g . L -- - - - /�4�/ � VERT.LENGTH O�WAL� W � � ___ �_. __ (� _ 8236'-5 � (E}-TOF =8231'-0 � � ( (7NRE�M�N.),7YP. (1�)-'��1 =��'�7�14 � _ � 0 (E)-TO SlAB _. _.-=-_- .--- � _..___ _..__ (N)-T(3F =8223`-2 � {.ii � �. .� i � � � a __ � � � _ _ � � � � � tE}-TOW=8240'-0 � � 3 ^ ��� 1 � � M � A �XiST1NG 51�8 D�i G(�ADE �)-TOF = 822G-4 L� - � - - - - - _.. �_� � � � � C� (N)-T�W=8257-7 � � � � � .- _ - -- . - � — _ � __._. � � � � a�� _..._ � (N�-80W= 8232'-7 3'-11�� 5-0� VIF s�_o� . I �l �__ _� f — — — — --- _._ �,._ Z � E-TOW = 8235'-9 7/8 ` � � � CRP,WLSPAGE � I (�)�TOF =$r1�'-s � i4'-�i� �'-s� BM. POCKEf � � VERIFY DIM.,DEP�fI�, f �' &LOCATION W/ARCH. � 1 g225�2 .- � E)-TOW= 8235'-9 I � � 4 8226'-4 &ELEVATOft MANF. E -TOW = 8235'-9 7/8 '� '' (E)-BOW= 8232'-7 i �,�„ �NF-TO SIAB PR10R TO POURING FTG. (E)-TOF =822fi-4 I (�-TO SlJ�B �, � l 1 (�-row =s��a�-0 � � -- - -._ .� ..� __.� _ _.___ _.__ ._ .-._ ,. !J � DCISTING SIAB ON GRADE� E -TOF =8223'-2 (E)-TOW= 8236'-9 INDICATES DCiSTING i , � -- -- -- -- --- „— -,-- - -� � � �� ( ) �-_ .-- -� (E)-TOF -8232'-7 S7EP IN SLAB � � � - W /� � {�j-TOt�I�=523�-9 7/$ _ T --- ----� ---� � � 8227'TO � (E}-TOF =8226'-4 - - � (E)-TO SV�B ° r� � ❑ Q.� I � � d E -TOW =8230'-10 REMOVE EXSTG. DOWEL NE�IV WALL T�FJCSTG. I � � L J T�� I I {�)-TD�N=8235=9 T L, � �F��.�5�J�EDED (�)-TOF =8223'-2 WI�5{3iNLS.x�'-fi"DRIi/�N IN7fl ' (E)-TOF = 8226'-4 �---- �--� FOR ELEVATOR PIl' E-TOW= 8228'-6 5/8°�J x 4'HOLES�12'ALONG n 1�� E -TOW=623G-1 , I i {E)-TOF = 8223'-2 1 VERT.LENGTH OF WALL �-��r (�-BOW= 6232'-7 8236-9 � (�-TO SIAB �_. E-TOW=8236"-1 _ 8227'� -- --- --- � S� r (THREE lVNN.),TYP. � I L • � � {�)-TOF =8226'-4 (k�-TO SLAB i � � - --- ---- --- -.1 � DOWEL NEW FTG.TO EXS7G. co � � �� W/(2)-#5 pWLS.x1'-6"DRIVEI� INTO ^ � [70WEL NE�A1 FTG.TO FXSTG. � -TOW =8236'-9 E-TOW= 823G-9 �� , � ��;�— ❑ ��_Q �" 5/8"0 x 4"HOLES WHERE APPLICABI� lYP. W ^ W/(2)-#5 DWLS.x1'-6N DRNEN + ii�T05/S"P1 x 4"HOLfS {�j-TOF�=8232'-7 {E�-�aF-=8228'-0 (E)-TOW= 8226'-9 DClS�JNG SLAB ON GRADE � { - .-_- --- -.---_ - - - - � �.J , ��-TOF =8?23'-2 �-,- -- --- --- __� � _._J `___. _.._ � � � WHERE APPL.ICA�I.�,7YP. ____ - _-_ ___ _.. � � �'. � � _ _ � 4� _ � ._,_. � � __ .r r._ ...�.� �_ ..__..� �� , � � � ---. .—.._._ _.._-- _ _-� � - - - �r�— --- r? --- -- ---� c I I � E -row � a�s�-10 t�3-�o�v = s2sa-�u __._. U ._..l `_� 8236'-9 (Ej-TOF =8223'-2 � � � �` � (N)-TOF =8223'-2 DOW�L N�IIV WALL TO DCS7C. (N}-TO SlAB � � � � � � J � � �/#5 DWLS.x�'-6°DRI1�Et��NTO E=TO1N =8232'-6 -- --- ,--- _-- --- ---- -- — 2'°0" � � �-�- 5/8"QJ x a"HO��S @ 12"ALONG (�-TOF =8223'-2 0 � 0 �� _�_0 a ' � O � q VERT.LEI�lGTH OF WALL — - ��_� n �n � �� n n ` � � _ . � o� R�E MIN. ,11'P. � I� -T�W= 8229'-10 -�^� 7 51 . CM ) - � --- •------ --- --- -- ---- --- I �- ---- ___._ _.--- -_ .. .._ _ ___ _ - - '- I N -TOW=8236'-9 A �� �� (N)-TOF = 8223'-2 � -m—� �_ N TOW �82�5 8 f ! � W � (N}-TOF =�23q'-8 I I (N)-T�F =8228'-Q � 8u I QOWEL NEW WA�L TO EXSTG. 8" D�WEL N�IN FTG.70 EXSTG. PR01/1D�4°FOAM vOlfl � W/#5 DWLS.xi'-6"dRIVE�! 11VT0 W/(2)-#5 DWLS.x�'-6°DRkVE�I INTO S3 5l8"fd x 4°HOLES @ t2"ALONG 5/$'Y�Jx 4°HOLES 1�(HFJ3E APPIJG/38.1�,7YP. � N � UNDER ALL WAL�S NC3T � (N)-TOW= 8229'-10 V�RT. L�NGTH OF WALL (N -TOW=8229'-10 � � RESIING ON A FTG.,NP. L--- -�- -_�mm_._.�� �_ _ _ (N)-TOF=8223'-2 (�REE MIN.j,7YP. ,_ � � � r_ __ � I (E)-TOF =8223 2 .-. -I - - 1 I 1 � ( � i- --� � � �.� .,_. � � � � �. _ � �.�. _� �_._. ___J �� �___! l__ _.__� . � -a�'o PROVIDE 2'-Q GONC.BFAM QOWER NEW FTG.TO EXSTG. / , A�ONG TOP OFARCH. �NI(2���D�/a!1-�.x1'-Fi".DR�uEN 1lV70 V 5/8"P.�x 4°HOLES WHERE APP�ICABLE,TYP. �-�� W/(2)-#5 TOP&BOT. 12'-5° 7'-5" 8'-14" 25'-0" 25'-Q" � I � �, � _.�oW =82�,_8 I � ST�EL COLUMN B�ARING P�ATE SCHEDULE: (N)-TOF =8230'-8 SCALE: 3/4" = 1'-0 . --� R R R TYPE THICKN�SS PLAN VlEW ANCHORS Tl�'E T1-11CKNESS �LAN VIEW ANCHORS TYPE 7NICKNESS PI.AN VI�IN ANCf-lORS FTG.t�OT SHOWN FTG.NOT SNOWN r � �jy �� V� � C 1 : �301-05 � � T � 1� DRAWN BY: JPL � �fa� o (4)-1/2°��X�a'a.B�s � ��� - (a)-1/z°0xio°a,.a�s _ REVIEWED BY : JPL .- °° � 3/�° � i2)-i�z�r�xs� � _ �POx�r atic�oRS D A T E : PERMIT 02.18.05 ISOLATED SPREAD FOOTlNG SCHEDULE 1� 1�' � 1�" 1�� w `� R E v� s i o N s : LABEL DIMENSIONS REINFORCING , �fl� T �N 3° a� 3� CONCRE7E .CD's 05.20.05 A 3'-0 x 3'-0 x �i'-0 (4)-#5's x 2'-6 EA. WAY WALL B PLAN DIM. x �'-0 #5's @ 12" EA. WAY F O U N DAT�O N P LA N � SCALE: 1�4 - 1 -O DCTERIOR 5�' CONCRETE WALL _ CONCRE[F �� � 10' SIDE 6. WA�I.. _ �,� I V �� ��I � ��4 � � PiAN NOTES: � �� „ F�U N DATI 0 N i. NEW C01V�iNUOUS�OOTINGS ARE CENTER�D BENEATH FOUNDATION UIIALLS UNLESS NOlFD OTHERWISE �� •- � (2}-l/2 f�xG a 2. NEW CONCRET�E WALLS ARE 8u 7HICtC UNLESS NOTED OiNERWISE [�] 5/8" ;� (2}-1/2"QJx6" 4❑ 5l8" " �PQXY ANCHORS � �Jan T (2)-1/2"PSx6' � /� 3. I�EW C4idGRETf f0(9T�i�1GS ARE8"1N1CtCfii�iD 2'��111DEti1�tESS i�i0i�E3 OTii�i�+V1SE m .EP�XYANCHORS EP'�XYANCI-iURS P V-1N 4. CONTACT ENGINEER IF OVER-D(CAVATION 15 REC�€11RED 70 FIND ADEQUA�SOlL BFAF2ING �' 5. I�tIN S1EPS IN TOP OF FOUNDATIO�WALL ARE INDlCATED: � � �� 3� CONCREIE � � 6. Q INDICATES CONNECTION-[YPE. RE�ER�NC�SCHEDULE SH�E�S1 Wq�� t�` 5� 3" ' 7. (�y-�CiS�l�i�fCitiidfl�llOfd i�i�iCA��fl As�t-IIiS: (- - -- ) iN)-t�Ei1V�{)tihiDA�1ON 1�iDiC��ED��li-1tfS: { ) `�' 3 8. �O NOT SCALE DRAWINGS. 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NEW FLOOR B�AMS AR�FLUSN FRAMED UNLESS NOTED"DROPPED° �. TOP O�[�E�VST��L BEAM�L��IA�IONS ARE�IO�D: {####'-##) (1)-#4 CONT. D A T� : �ERMJ�02.�8.05 4. NEUV FLOOR SHEATHfNG IS 3/4"T&G APA RA7ED STURDIFLOOR, DCP. 1,SPAN RA17NG 24°O.C. e DOWEL 1VE1N 1fVALL�0 EXSTG. R E V I S I O N S : 5. NEIN POSTS CON7INUOUS BELOW ARE INDICATED;� NEW POSTS FROM ABOVE NOT CONIINUQUS BELpW ARE INQICATED: ❑ FTG.W/#5 DWLS.x2'-0`EPDXIED INTO � 6. NEW INl`EFiIOR STL1D BEARf1VG WAI.LS ARE WDICA7ED: ����!� C�S 05.20.05 7. Q INDJCAlES CONt�lECTJON 7Y�PE. F�EFE��NCE SCHE{�U�E SI�EEf S� � . 3/4`0 x G HQLES a 16'ALO�I�`i 8. (E}-EXISTING FRAMING INDICA7ED AS 7HUS: (- --- } (N}-NEW FRAMING INDICA3ED AS Ti-iUS: ( ). Q. LENG7N OF FTG. 9. 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DC4STING �� TO BOT. OF DC NG � � OVE FRAM�W/ INDICATES 2x12 LOOKOUT — � � � ` ` ROO RA�RS X ROOF RAFTERS � �s s II II I � , I �� r� iNDICATES CONT.ac12 @ 24"O.C. � I � Q t 6 3/ x 21 .L. O 3 - 3 4 x 1 LVL � _ — � - - - �1� k �F l3 I ?�i 0 s@ 24 �.C. � y I �cJ �c� �'+� �+ FASC A�NpL SUB- � . ��o�� _ � _ -- !� � _ _ _ � � ��Z - ----- - - � �� � 11 �1 1 � 1 II -{�--�����o�. E I I �� � ' �� �j� OVERFRAM W/ 14 � �� I — _ � II I I � �-� - - - - II �I � i > _ _ 0- INDICA�ES CONT.�c12 I I II STRUCTURAL S116 I i � / , � , � �=a 2x10s @ 24 O.C. 6 �j � I � � I, �' ly � � ��.� � — �, I �. 1 J� , {�,-�a����-�����a����.��� FASCfA,IYP. �— — �.... f � { '4)�6 ��''• � "�'� �' N+ _ � � � ' � m �� (4)-ROWS�F 12d NAILS Q 12"O.C. � _ � � � `� il II I ' I II � _ �------ ,� — J — w — — II II r I i T �4s � �.��� I UNDER NEW CHIMNEY�OCAl10N ONLY � �'y I I / ` > � � `� _��-CUSTOM �lRUSS ^ — — `�� � X I � X II l I� .. 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II �{ ��II � � ��� lI ; ; � .� � i A � � j � �.. - - , --1 �, � _ T 1 _.___ �J � ,.� I I � � � � XI � I � f � II � W � _ _ ._. ._ _ _ 1 l ll � X �-6 � � i � � � u- I � N � y� �` - --- - - -- - - W - -- - -- - - -�� �I �M �3)- x 10 __ _.__ i I i � � n �� � � �,� - - �� � II � � � � -- -_ -1_- -. --� -= -_ , _ � _ __ __�� _ � I 1 l.l_ ,� ..� � I � 0. - - -_- - - - - - - - - - ��N �. -� ��- � o .��-- o �� �� � .� . +�+� � I � C ,�-� II -i � — — — r � � V � `I �,�� � � �,�`� � 1� II� � � _ _ (� G�s-r-oM -�uss__.—� —— ' � � /,`, � = � ��\ � � � �a+ � � � I � I � � I I � ,_ ._� - - �, �- r _.._ _ � ,�--� --l�- !! i �, � _ .� - � �- � s IJ � °0 � � I - - — — I-_�_. L�-_ __ .1._.i — — .�._. � - J`' �rr �. � — `a� � M M � � � � � JJ {� I --- .N �� �^ � -- �-- —�-I ---- �--- �b I 1 -�' — -� � t � � � I � (N) (3) 1 /4 x 1/2 VL y N _ I ,_� �,1,V� � I � � � � - �------ - - --� 1I II 1� � - __.___ ._ - - ����� � �'�� - _ - - �� ._ - - - - � � - - - � � i- � I II 'J� �� ��. �'� � �I� +�1 I i� r � �l � 6 Z ��� �tiJ � ,- I l f� *- � � � II I i � SLOPING \�` �'� (SLOPiNG) � I �' Q I J, • �—I _�__J � � J� � �}�. — '�r BFJ�IT.TS.3 912 x "' x 11-1I � � ( _ ) ,�� — - � r rJ � "�31 x / T�� �� (3)`1 3/4 x 7�/4 LVL �, � (3�-1�/4 x 71/�LVL I ��(3)-� �/4 x 71/4 LV� la� i �.�'� ° U � � . � Oft TS 4x4x5/�16 I�DR. L OR 4x4x5/1 HDR. L OR TS 4x4x5/16 HQR. I `, ~-�� �+S ��' �"'' �6 f (N1 - — �-�--- -- — — � � — — — --��— - ra L,!,� �� I � �ROViqE 2x12 BLKG.BTWN. !L �(S�` � — ^1_" � � �k¢ . J R�,F�RS t3VEf��UA�.�s { v��l��k�(STG.�AF7�A B�tG. ��� � _ ' r6 �rr� ��,� J�,� ��,� �� CON�ITION W/ENG.PR10R � , J� TO GONS7RUC710N �� �. wf`� �� PROVIDE 2x8 BLKG. B`fW�l. �� �"= - � j i�4F�RS t3V�R�OP�&HDR. VERI�Y DCSTG. RAFTER BRG. � y _ _ � _ ,j _ � � ,j�, _� 6, CONDI7lON W/ENG.PRIOR TO CONSIRUG110N CUT ROOF BACK TO NEW ROOF LINE VERIFI(W/ARCH. ,, PROJECT: 0301-05 DRAWN BY : JPL U P P E R R�C� F F RAM I N G P LA N SCALE: 1/4" = 1'-0 REVIEWED BY : JPL _ N D A T� . PEFiMlT. 02.j S.D5 P�rv �o�s: REVISIONS : 1. NEW POSTS CONTlNUOUS BELOW ARE INDICATEf�: ■ N�1h/POSTS FROM ABOVE NOT CONTINUOUS BELOW A�iE INDICAlED:❑ 2. NEW ROOF BEAMS,DCCEPT HEe+DERS,ARE FLUSH FRAMEp UNLESS INDICATED (DROPPED). CD�S 0�.20A5 3. (E)-EX1ST1f�fG FRAMWG INDlCA7ED AS 7k]US: (-- - -) (N)-NE�A1 FRAM1f�1G 1ND]CATED AS 7NUS:I }. 4. NEW ROOF RAFTERS ARE?�c12 @ 24°UNLESS NOTED 07N�RWISE. 5. NEW ROOF BEAMS ARE FLUSH FRAMED 11l�LESS NOTED"�ROPPED°. 8. NEW ROOF SHFAI�-11NG IS 5/8°APA RA�iED SNEATHING,EXP.1,SPAN RA-{1NG 40/2D. 7_ 1V�N WTFAIOR�IUD H�f31NG 1N/�LLS AF3E WDI�ATED: �l���j 8. � INDICATES CONNECTION IYpE. REFERENC�SCHEDULESHEETSi. 9. DO NOTSCA�E DRAWINGS � ROOF FRAMING P I..AN ` 3n OF STOfVE&MORTAR B�D PER ARCH. 5U CptVC. SLAB STONE CAP PER ARCH. PER PCAN - S�OPING STONE HEApER PER ARCH. 1 1/2"LT.WT.TOPPIfJG {2)-3/4°g 7HRU-80LTS T��`LAB o.' .. .�.:.. .a:.::;• .- . ° � 3/4"T&G P�YWD, NOTCH BOT.OF LVL _ � � v . a -� TIGHT TQ BOT.O�S7�.BM. �sc.���° ae �,� o ' . • � . �� � �' °. :� _ 2xB STUpS @ �6"O.C. 8247'-0 (b0 NOT QVER CUTj �; ` � •� �• � s,� � ' ° 1N/DBL.TOP f� {�)-xO A�YlN�. � ~ � ' ' - �$� • 8246'-9 3/4 �:�,�� :�� (N)-Ta STL, . �, 3)�x6 H�DER ��,� �� 8°11-IECKENED SLAB gu ABOVE OpENiNG •• EDGE Wl(2)-#5's , .p� CO�t7. h1C?RI�., TYf�. �/4°Ff7TED WE6 STfFFNER � _ (2)-i 3/4 x 11 7/8 LVL � ����.5���3��.�,�.����. 15 TYPICAL THICKL�NED EDGE D�TAlL PRQ��aE OPENING g S-R �M pER���W��BM � � - � PER ARCH. (2)-�/2'�x4"lAGS 71-iROUGH � WIDII�I pRIVE PINNED 70 TOP S7L. BM. PER PLAN C7 1� S6 SCALE:3/4 - 1-0 BOT.FLAt�GE OF STL. 8M. � N �fAIVG�@ 1fi°fl.C. N � � M 57UD PACK PEf�PL4N PER PLAN ~ M ,STONE�.ENEER PER ARCH. TO STL. Q � �, � Q f3? � 00 U s z � � (E)-ROOF RAFTERS S6 SCALE: �/4°= 1�_p � 2x12 BLKG.PANEL � O �0���GL� I 1 �/2u LT.WT.7QPPING � _ SUPPORT a � � �CON�.L�x�x5/�$1!U/(2j-5/8� 5/8"xBM. WID7Hx0'-8° I.L x4°LRGS @ j 6'O.C. (FA.STUD) � 3/4"T&G PLYWD. CAP R W/(2)-t/2"Q1 @ CRICi�ET&BATTF(�Ep WALLS THRU-BOLTS (ONE EA. P�R PlAN SIDE OF WEB \ (Ej-TO PLYWD. �- P�R PIAN ) 2x WALL B�YOND \ f �1(f'. p C�TYP. �N)-TO S7L. TS COL.P�R PLAN \ : O t� � oo � \ � � \ � ° ° ;° _ 2xfi STIJDS x�1'-6 @ 7fi"O.C. S6 O � " NAIL.ED TO S1UQ WA�L W/ 91 7/8"!-JOlSfi PER�'U�1t� SCALE:3/4"= 1'-0 .,.,, 2x6 STUDS x 1'-6 @ 16"O C � �MlO ROWS OF (B)-12d NAILS STL• sM. PER PLAN W/2x BM, (RAFTERS PER!'LA�!Q SIM.) NAILFD TO S1UD WA�L W/ � � W1�TH DRIVE PINNED TO TOP � NVO ROWS OF(S)-�2d NAILS � (ALTENATE 51DES) �LANG�@ -�8"4.C. � (AL7ENATE SI[JES) � � o " �2�-1/2'�x4"U�GS 7NAQUGH � qu o , 2x12 BLKG.PANEL $��.f��l�fl�S�{..{iM. 2 RETURNS (N)-CRICKET \ � �� ° ° SU�f�ORTNGL� u 3/16y 5TL. E3M.PEA PLAN • � � r 0 STUb PACK P�R PLAN � \ � a STl.. BM.PER Pl.AN ' � "' � o CONT. L 9x4x5/76 W/(2)-5/g��PJ S6 SCALE; 3l4° = i'-p PER PIA�J ° x4°tAGS @ 76`O.C. (EA.S7LlD) TO S7L. @ LOWER WALL \ 4�� � �/2"��'.�t17:TL)P�'aNG "'� i i 718u!�1DlSTS @ i6" � � �� �`�'" (E,�-ROOF RA�TEf�g 3/4°7&G PLYWD. 1-JOIS7 BLKG. PANELS Q��NNEC710 • m N. 1 @ BRG. J L 4x4x1/4 x0'-51/2 Uli/ � I � 8247'-0 - (4)-�/4"QJ TI-�RU-80LTS PROVIDE 2x BLKG.$TW�. �� - - - ` -- - - - .-._ - : � � � f � (Nj-TO PLYWD. -" - (TWO EA.SID�OF WE6j � EXSTG.�R(30F flAFTERS � 3 . INqICATES NEW 2xfi Sfi STUD CRIPPLE WqLl. SCALE:3/4`= 1'-0 ���I I�€�� 8245'-9 7/8 TIGH�TO B0�'.OF � f cN)-ro sTL. EXISTING ROQF RAF7ERS PROVIpE SOUp SHEM w �2�-3J4"D.�T}IAl1-BOL7S ON�EA.SIDE OF WE6j PR01ftDE(2�2xB K.S.@ 1�EN��R WALL&(4)-2sc6 @$�11�D1NG _ 7 4 . 5l8"xSM.WIDTI-!x0'-8" �A�-�-W/5/$`(L!xG IAGS @ 24" _ S6 CAp f� W/{2)-3/4"k3 (2)-i 3/4 x j�t 7/8 LVL O.C.ALONG VERT.LENGTH THRiJ-BOI�TS (ONE EA. (OROPPED) -p����� ■ SCA�E; 3/�d= ���p SIpE OF HVEg) (3)-2x6 TRIMMERS � (E)-FLOOR JOISTS . COL.P�R pIAN 1/4"FITf�D W�8���FNER � EX7�RlOR WALL(BEYOND) (ON�EA.SIqE),7YP. @ BRG. STL•.BM, PER PLAN 2x�ECKING PER A}�CH. ,.� � W/2x BM. W1DTH 7 (�2x6 EXIERIOA WALL v..� DRIVE PiNNED TO 70P S6 SCALE: 3/4" = 1'-p � � W � FtANGE @ 16°O.C, INDICATES (N)-CONT. + � 1 i/Sx11 i/8 LSL VERSA � STRAND RIM-BOARD � 1�" �" �" 1�" O � PE�i PLAN 2x6 STUD WA (N)-TO D�CKING � � �L W/ ��� � I + � � (E}-SLOPING �� 1�2'SHEATP-IING ON � �`"'"""' � BOT]-i SIDES(BTWtJ, � � � S� ��M �� STONE VENEER) � '� QTYp. � S6 � � � 12 �r �; � SCALE:�!4'= 1'-0 {� 2x BLKG. � BRG. • -- (�-ROOF 8 �/ f E)-(2)-1 314 x 11 7/8 LVL � � Q DECK JOISTS PER P[.,AN �' SHEATHING� (3)-1 314 x 11 7/8 LVL � r �''�� � � BUILT UP R1M W/THI��E IAy�F�g CO1V7 2>c8 LEDGEA .G� Q CONNECTION: � OF 7/2"PLY.INp:NAIL W/F�UR W/(4)-10d RtA1LS& � � � � 1/4"xFITfEDxO'-��! 1/2°SI�E f�s l�-2xS EXTERIOR WAL� � ROWS OF i Dd NAiLS @-�6"O.C, �1)-5/8"�1 x4"LAG� WI(4)-3/4"fJ THRU-BOL�S I � � � (P�YW!]. GRA�N 70 8E NORIZ.J 16"O.C. 3J9�" � f � � N � 1/2°LT WT.7"OPPING (�-11 7/8°I-JOIST PER PIAt� � � S�. $M.PER PI�1N � O-f 3/4 X 11 7/8 LVL(SLOPING) I f � � � ��r W/2x BM.WIDTH 3/4°7&G PLYWD. �0' � (�)-1 �!2'LT.WT.TOf'�ING �' DRlVE PlNNED TO TOP � � � FLANGE @ 16"O.C. �� '- �� SB SCRLE: 3/4"_ �'-Q $p�7'.p (E)-3/4`T&G P�YWD. fY" 6 SCALE: 3/4°= 1'-0 (�j-70 PLYWD. ' ~ -- -.._ ..._ - - -- - ' $347'-0 � � 2x6 S7UDS x 1'-0 @ 16"O.C. Y ' Y � � � r � i s�-TD AL1NVD, �� =n� ~_ ____�� — �../ 6'-9�/4 . '; 2x BLKCa. @ S�G. NAILED TO STUq WALL W/ STOt�l�VENEER PER A{3CH. �7YP. ��" io (�-TOW :;� �I,•. PE�P�� 7W0 ROWS OF�5)-12d NAILS J - • � {�)-r0 s�-. (A�7ENA7�81Q�Sj 8345'-9 3/4 — — --- 2x6 S1UDS i@ �6"O.0 i 1 718"1-JOISTS @ 16" (N)-TOV11 � � � � --- ` — EXTERIOR WALL(BEYOt�D) 1 1/2"LT.WT.70pAING 2x12 BLKG. PAN�L �- -..,_ ' .a� ` � `L �S C0IVNECTlON: BRG.SAQC}LE; 3/1 B° u • -�-- r. � 4 ���M I-JOIST BLKG.pqNELS 2xQECKING PER ARCH. {2j-t 4x�xt��xt3'-q �/q"����.���. BRG. �-1/2°xBM.W!D`I}-1x0'-10 W/ @-BF�G. (ONE @ TQp& . . �IDF R's - 114°x6'x0'-10 W/j2j- DOWEL NEW WALL TO E3CSTG. � . ENDICATES (N)-CONT. ONE C]N SID� TS C4L. PER P[AN w/#5 DWLS.x7'-6"�RIVEN INTO °� . jEj=F�OOR JOI�TS CaNT. L 8x4x1/2 ALONC, �/4°!?3 TI-IRU-BOL7S 5/$°Q�x�'�OL�S @ �2u AlCltalG � � 1/8x�1 7/8 LSL V�RSA STONE VEfVEER PERIME7�R � Cl ! `•• �� 1I2"f�x 10'A.B.'s @ q8■O.C. � S7RAND R1M-BOARD ��4°����Q wEB S1IFFNER VERT.LENGTH OF WALL ��' �� �-- ° IN CONT.TRTD.2x1p f� (ONE F�.S1I7E)�IYP. �"BRG. , ,. �/�)-5/8"flJx y LAG$@ � —_ ____ ____ 1S" EA.STlJD (7HREE M1N.y . .a #5 DWLS.x �Q 6 , .d :.4 @ 12M O.C. 2-0 -�-�- --- _� P.ER P1J��1 AER PI.AN ` .� _._. ` ' -. .- - - �'ER PL4N S6 SCAL.E:3/4"= 1'-Q .a °� ,,.,� ALT. LEG S P R O J E C T' . QTyP. � ' �' ` ' — — (N)-70 DECKIIVG (N)-TO S7"�. (N)-TO P1YWD. ,. a _,,,�� � . 0301�05 8339`-9 4 #5's @ 1 6'H O Rf Z. � R A W N B Y : �P� � {N)-BOW . .. _ � � Q �coNr�.: 4 • � RE � ' � STL. BUCKE7: �4 � • ' ° ' #5�s @ 1s°v��r. VIEWED BY : JPL C O l�T,2 X 8 L E D G�R � ��4�F p� ��� QE Rs a • ° � D A T E : ��I�)-�4°e r a-�.u�fl�T d P E A A I 1 J 7. �2.�8..0 5 W/(4)-�O d N A J L S& d E C K J 0 1 S i S p E f�P I A[� S`I L. BM. PER P L A N �. " °I 7/2'IXPANSlO N M A T E R I A L R 1N/2x BM. W1DTH STL. BM. PER PV�N W/2 x g y l, BRG. R: 7/2 x 4 x�M. WIqTH E V I S I O N S : {1)-5/8"D J x4"LAG Ca, D I�I V E P I�l N E D T O T OP 3/1 fi" n`P. . 1 BN O.C. S T L. B M, p�R p�q� W I D 7 H QRIVE PIfVNEQ TO i-OP (E)-CONG. F011N�ATION WALL ��a. �od 4'CONC SiAB (� � TUBE STL, BM. P�R P[AN �'-4rc CAfVT. FLANGE @ 1fi"O.C. (BEYO�iD) °� � D S O5.2D.05 W/2x BM.WID7H QRNE FLAIVG�@-(E"Q.C. --;!° . a• ' PER PlAN HEADER PER PIAN PINNED TO TOP @ 16"O.C. W��BM.WIDTH DRIVE � ��F PER PlAN #5 pW�S.x `_Q PiNNED 70 TOA @ 16"O.C. 518"xBM.WlDTf-Ix0'-10" (N)-TQ STL,. . : . .� I� a . ,� � . @�6"'O.C. L 8236'-9 CAP R V41I(4)-3/4uf�N � � , � ' (N)-TO SLAB �t1�LT�P RIM W/THREE LAYERS Ti�R�-BOL�S (?iiVQ��. � - . � � OF 1/2"PL1MlD. NAIL W/FOUR SlDE OF WEB) • . d (2)-#5 s CONT. a 3/�6" l�OWS OF 10d NAILS @ 1�°O.C. � 8335'-9 a .' TOP&BOT. .(P(:Y1ND.GRR1�1 TO�E HQRIZ.) TS COL. �PER PU1N (�j-�flF . `�"--". 8235'-9 STL. BM.PER PLAN W/2x BM. 4u MfN (t�j-�OF LVL's PER PLAN • ae. �2 W1DTH DF31VE PINNED TO TOP :a • . ' . • •Q a - ftAt�G�@�G'O.C. , . a• . � � ° 4� � �� D ETAI LS S8 SCALE:3/4" = 1'-0 g/16" 7YP. • .. . . �� f� � ' � . $n . $y . . �y.. S� SCALE: 3/4" = 1'-0 � 5 �6 SCALE:3/4"= 1'-0 1 2'-0' �fi SCALE; 314' = 1'-0 � I � J(� ` �`� � y � o i°. ` \ ����` �� c� G�aL f'7 .1 �a ! � '"'�� • ts) {�'° (2�-#5'S COt�T. � � ' �`�'"/ � :?�°�� � � � TOP�BOT. y'e 3 '. 8245'-8 STONE CAP PER/1RCi-1. � RAll1NG PEA ARCH. d�lpb° a••` "�,- � . �- . e .• , '� #5s @ 12'VERT. '� ` S` °A �' � (N)-TdW VIF • • . STONE VENEER 3'OF STONE&MO€�TAA � � - ��"-� A I . ; � . i � PEt�ARCH. 8ED PER ARCH. ' � PRQVIC3E(2)-�c6 F#.AT FQR A' � $237'-5 � (�j-2x6 E�C�ERfOR WALL 1�' �i-iRE1-BOLTS&(4)-ac6 :Q PE RC�1NG � -�' -r (N)-TOW (1W0 EA.S1DE OF FLAT STUDS) (1fIF W/ARCH.} z (N)-TUBE S�[L C�L . - - a: � �.°• ' N �= .n � � N O � pEH PLA�! � � L 6�c4x1J4xQ'-4`W/(1)-5J8"Q1 S�OPfNG • � - �...•••• °.••: -'•- • STONE VENEER � 1/2'F�CPANSION MATERiAL N � I�- CM � � � C THRI!-80tT&ti)-5/g 0 x (N)-T'O SIAB . �. __e.,•0�_~o .ln- ' � o°. . - • PER AftCH. r" T' - ° ! 4°IXP.ANCH. @�G a.C. `" -" �"-" � + s . 5"SfAB PEA 1/S7 � � (Ey-�c6 DCTERIOR WAl1 � � tD � ALQNG VERT.LENGTH OF WALL ° x (E�-ac6 DC1�RI4R WAl1 .a � O � r 3'OF STONE 8�MOR7AFi (��'] � � � 5'SLA�PEF3 i/S7 CONT.L 4x4x1/4 W/ I I -CONC SLAB U O � `fi' BED PF�3 A�?CN. (� O Z � � � L 6�C4X�/4X0'-4"W/(1�-5/8'�} � ' 1�2'Q1 K 4'�CP.�1(�'�-1_`S �-tRU-BO�T&(t)-5/8'QJ x . STL.DECKING MAT.TO � ( @�4`0_C. (MAX_STONE 4'DCP.ANCH. @ 16"O.C. � COlVT. L 4x4x1/4 W! ` � �iT.OF 6' WATEPROO�ING � STL.ANGLE CONNECT10fV -0') PER ARCH. -=� � O ALOf�G�EAT.�F�G1N OF WALL • a , 1/2 0 x 4 EXP.ANCH.s SHOULD COMPLY W! � ; ` ! •-- 823�'g � � � . @ �6"O.C. (MAX.STO�l� Slaf SPECS. � 1 � �/2`DCPANSfON MATERiRI. SLOPIf�G _ - , d, ' a � "' a .. a (E?-TOW&SEA9 Q � l,L �� . 1 J2"QCPANSION MAlER1AL a. HT.OF 11 � r----� (N)-TO SVaB _ .. - � - . . ��� - o . . S`1L. DECKING MAT.Tt� � i � � :"= :'� 1 2°0 x 43DCP!4 W/ ( � - 'a` ' ' • ` 'e � STONE VEIVEER PER PLAN e S7L ANGLE CONNECTlON • - _ SI.OP[NG ANCt�'S @ 24' �8����� ��S� SHOULD COMF'LY W/ ' ' °�. ' �' ---�-...--:-�.� (N)-T�SLAB � � SDf SPECS. ° ' a. • � � � ? STONE VENEER � a� ° cn STONE VEt�EEA � ( (BEYON�) Sll. D�CKING MAT.FO a � � S OtJf_D COMPLY 1N(S�OI SPECS. Q PEA ARCM. . 5`SLAB P�i�JS7 CRAWLSPACE � � � 3'O�STOS�E&NlORTAR ;= ��, a�, CONT.L 3x3x1 J4 W/ 1 ; BEI]PFA A�{CH. ,._ #5s @ 16'�lORIZ. n 1/2"PS x 4"Q<P. � 1 5'CONC.SIAB CRAWLSPACE � d -�L 4 x 4 x 1/4 x 0'-8�/2`W/�3)-3 J4'�d +�• ANCHS @ 24 7 p��� ' ' 7HREJ-BOLTS$(4)-3/4"@ X � e ' ; , 6'DCP.ANCH. (�WO EA.SIDE OF WEB) #Ss @ ��i/ER7. • d � CRAWLSPACE �: • 8228'-9 � - ° , , , . " .fl • � ' s (�!}-TO SE.AB (�-FOUI�pA710N WALL • �I � � . �-� ° �n ' � 5� 3"UF STON�8�MORTAW 5°SlAB REIN�dRCED W/4x4-W 2.9 x Z `. O #5's @ 16"1l�RT. Q � . - * � . ' T. . BED P�R ARCH. 2.9 QVEFi 1 1(2'X 22 ga FORM DECK - 4'CMU BELOW GRAD� • Z � a A Q ' DECK W�C�tAFT 1.5C?2 OR EQUN. STONE VEN�ER SUPPUF�7 u � � � � #5's @�6'NORfZ • d. W�A-RTFP�ROOF{NG Mp,�(, I�NSHORED SFAN: 5-0(3 SPfW5) W . W � , e. 8'THIGKEN�D . � #5 DVJLS,x � ~ F-' #5 DWLS.x N SUa6 EDGE PER'!5/S6 � ° � � ° � � Z _- L ° � � @ 4. �d @ 16'O.C. o � ,. .- � �6`O.C. � ��., c� 9' e: ' �. U �. - � � � u. . � � 4 I SLOPII�fG .. .,,•.. ... ... a - := -•-: o ' � � (2)-#5°s GONT. .d � . TO SI.AB _ _ ' .° _`_,._ "_� o.: ' -4-� - -- � ° ys t :�s°'•: r� y, "`;'v �' TC7P 8�SOT. •n a- d . SLOPiNG _ _.. -_ ���: . �; ,;- ` � Z 'v, � a TGP VIE1N ��STl.. �� - �.'� ��'� (2)-#5's CC�hlT. "a � '�' ,sq�. p . �c, 1 _ �-�-_.. ��', � �.225'� ac 7'rnP$�BOT. o . �,_ � .o . <r (��)-TOF g• � ° � .� 8232'_7 . . � . co g � a ' (N)-TOF VI� • 4 .d � . : . •• '` _ " 8228'-0r • • . � �a ' . � (E}-T�W&SEAB Sn.DECKING MAT.�'0 - Q .. .• ,•a °D 8" 8' 8' . � -° a� -� °� S�L.$�AM COI�NEC710N • PERIMETEA DRA�N PER �..� . �. �� a S11. BM. PER PLAN SHOULD COMPtY W/SD{SPECS. . . . $ $ � GEOIECHN�CAL ENG. ° 4 . G 1 q SGAI�:314•=1�-0 g SCAI�:314'= 1'-a 2 SCALF:3/4'=1',� � SCALE:3!4'= 1'-0 s7 S7 g� S7 (E7-TOW=8236'-1 ' : , ! ' (� � 823G-9 (E�-BOW =6232'-7 t �� -TOW =8236'-9 ; �\���T01M1i=f323@-1 �_� F...L� (N)-TO STEM WALL � -�--�--= (E7-TO� 8?2G-4 i . Q EN1F�Y&SLAB I I DOWF1 l��1Y WAf17�DCSTG. � c7 E�-TOF =8232'-7 [] � � �! � I W/#5 pWI..S.x4`-6'DRNQV 1NT0 � 8�T-0 , � PROVIDE 4'FORM VOIq I � _�� � INDlCA�ES CONCRETE�! 8235`-10 3/4 � � 5/8°D.�%4'HO�S @ 12"ALOI�lG ' ' ��-T�S�� � C74WE�NEW FTG.TO IXSTG. ; _�aW�g�'g N -TOW�8236`-9 UNDEA AI1 WAI_!.S�OT '; � � WJ(2)-#5 a1M1ILS.x1'�UF�fV�N RESTiNG ON A�G.,TYP. -TOW =8?2fi-9 WALL&SIJ�B BEl(OND • (N)-TO STEM WAil � 1lERT.LQ�EGTH OF WALk. � TOF =�28'-0 (N)-T�F =�28'-0 M � IXISTING SE.AB If�T05/8"0 x 4'MOLES � ��' i � (E)-TOF = 8?23'-2 _ � �' � � � - �c -, � (�-IREE MIN.),TYP. j 0�1 GRADE W�f�REAPPUCABI..E,1lP. ; _._._ _ � ...� -- ---- ---...... - � � ' , _. � (N)S�iEM WALL ' REFER TO DETAfL 3/S8 -� 8��,� , ; , U ' FOA RE�WNDER � � ' � --- � - -T �, -- -_-�"i ; 822G� � � r� _._ �_ _ , � � , , , , -_.-.--}r- � � tN1-TO Sl.AB � . _� � � OF It�FO r , r � �. � � (Nl TO SLAB DOWEL NEW WAL!t�aSTG. -- 8236'-9 �'�' - - � ' I � � � r �i � -TQW =82�2'-8 f • ' DQiN�l N�IU WALL TO IXSTG. 3�-9 3 � � /� 3 � ` (�-T�F = 8223'-2 �+ 1 2 W/#5�WLS.x1'��RtVEN INTO (!V)-TO SLAB `_� � �"""' 1_1,_ � (�-CQNCRETE WALL 6 • , W/#5 DWLS.x1'�i'DREVEN INTO (N)-TQ SLAB FUR OUT WA1..L W/ � � � � S8 � � J ' 8?27'^2 5/8'Ql x 4'HOl�B @ 12'AL4NG 823G-1 S7 �$ TFtI�.�c'f 2 TO 5{S°QJ x 4"HaIES @ 1�ALONG i ' � _ .° N TOW� VEAT.LENG1N OF WAE.L (E�l)-TO S1L '� � � MATCH ARCFi. VERT.LENC�TH OF WALL � I � � I I �;�"�Q - � � � � � � � (ll-IREE MIN.),7YP. 4 �-� 4 . , ; _ � 823b"-1 ' (7HREE MlN.),�iYP. �� � n �j �„�„� � . S� (N)-TO S�L � �. ' n � S7 _ , / �..L �� � � ( o ' ' _ I 2' � �F� 6 � (�-OF =8223`-2 3 � �± � .�_ - L..1.�. �.�.. WDiCA�'ES CON�.L3x3x1f4 S7 GpC�� S7 , ANGLE W/1J2`D x 4'DCP. � z C7 � � N -T4W=82�-8 I � � � 1 � ' �; ,� ANCN.@ 24"O.C. � Q. $2g�.Q ? P i OOWE1 NEW WRLL TO EXSTG. (N)-T�F =8232'-7 � 8 � /��� � � � � a W/#5 DWLS.x1'-6'DF�NEN lNTO ( I ; S8 �_ ; ( ( � 1 f � � (N)-TO STL O 2 DQSTING CONC. � 823G-9 � � � � gg � RETAINING WALI.. 5/8"0 x 4"HOIES @ 12'RLQNG 1�_�• T-5' � _ � N -TOW =8,229'-10 � (N)-74 S7�M WALL ■ W 4x4-W 2.9 x 2.9 57 VER�.LE1�11G7H OF WA11 . � __ _ ; -i--� ; T (N)-TOF =813'-2 � � � 5 SLA�R�INFORC�D f � � cfl (MREE MIN.j,TYP. � � � � @�N1AY�StAB � � 41l�fi 1 i/2'X 22 ga FORM QECK , N N O fd � Q � � � DECK W�CRAh�''1.5C22 OR EQUN. x � � g x ❑ � � ��. PROVIDE 8°WiDE x i'-6 OE�P �TOW=823T-5 •- � � ' (N}-TOF = 8223'-2 � � "�'�'� 8235-�4 3/4 �n cn � � � U COt�C.BEAM 01fEA OPENING W/ � � MAX. UNS�ORED SRAN: 5-0(3 SPANS) ; � ac z � ac� �� N -TO S7EM WAl1 a c� cv _; z � ¢ ¢ (3)-#5's�OP$�BOT.$#5`s x 1'-2 a'-3' 6'-3' S-3' -`�" --- ( ? <c CONT.L h1c�7c112 W/ •- ,- � � u� „� � VERT.@ 1'-0 �OWE�NkW F Q 1/2"D x 4'IXP.AiJCH. � 3 3 8228'-9 DQWEl..�EIN WAL1 lU DCSTG. v 0 � �� 1�-�' �" BEAM POCKET s�� � w��2�-#s�w�.� � @ 16'O.C.W/2x6 TOP f� N-TO StAB WI#5 DWLS_x1`-0`DRN�TI 1N1�0 � �'' � O , �'(}F � 5J8`0 x 4'NOI.E ,� ' DRIVE PINNiED TO�OP PRp1/�DE 8'W1D�x 1"-6 DEEP ' ' ' ( � 5/8"S7J x 4'HOLES @�2'ALONG � a U .J�'u� ��-��At1 FACES(�F CONC. �-� 3 � � � I WALL AT OPEE�f NG PER g22$-9 '�` 3/i� @ 1fi'�.C. CQNC. BEAM OV�R OPENfNG W/ 8235'-8 7/8 � � z 8235'-8 7/8 � VERT.LENG7H UF WAI1 -,�'� � � w� ARCH.(3 LOCA710NS) S7�� sg S7 � ` ( )- � CONT.TS CO�.. V3�r'�0-0 8�SOT.8�#5s x 1'-2 � �37 (7NREE MIN.),�iYP. Q �o � N FO SLAB (N�-TO STL `r (N)-TO S1L � �-OF �,.t .�L 4x4x1/4�a0'-4'W/ ° C 7 � � � I N D I C A T E S � P E A P I A P 1 (2)-1/2'!71 x 4'E�CP. (ONE EA.SlDE aF � THICK�NED EDGE � ��-�OW =8245-8 A�; BF�G. �.:5187c51l2'Sc T5 COL) (N)-TOF =8�30'-8 '-- (- , / 0'-10"W!�2)-1/2`�SChT �, � ��-�` s�A �' N-row=s�r-5 1-� � �' � - �.�c�.o�,�M�r�. �EnM pac�r � SHIM&NONSHRINK �T 2 � --- ' , r GRQI.�T � � -TOW r� �� `� BL�OC COfJT� (N)-TOF=8225'$ (� 3`�" r� (M .__.._ �. PER ARCkF. N-TOW= 823�-3 -' (N)-TOF =8225`-�8 � �,�,,, 1� 7�" 1}" SL,OPE A!1 FACES dF CONC. �-�W��`�-9 3`-1��' WALL AT O�NWG PER � []OWEt�NE�N WAL.L TO EXSTG. (Nj-TOF =8�23a-8 -TOW=SLOPING 6 SCALE:3!4'=f'-0 ARCW.(3 LOCA710�S) ,r W/#5 L7VIR_S.x�'-4"�RNEtV lNTD � (N)-TOF =87�'a'-S , S7 C�)-TQW=8228'-S 5�8'P3 x 4'MO�ES Q 12'ALOt�tG 4 v�r.�v��o�w�ut s�P 4 �, (N)-TO� =8225'-a P R O J E C T : 01-05 . �$ (MREE MfN.),NP. � TOF -tOW=SLOPING 5�P I � -�o���^� (�)-roF =$z�-a sa �-o� / -TOW=SLOP�NG D R A W N B Y : JPL j1� co�c�w� � VER�FY ALL DlM. W/ EXSTG. ��3�TnF -�$ ` � ' � {N}-TOF =8�5�� fl�/1EWED BY : JPL t�' .� .- GONDITI�NS & aRCH. PLANS -TQW=SLOP[NG S-�P D A T E . REVISED u7.22.05 z� `r ;.a �r��-roF =�o'� �roF � � REU� s � aNS : � � :v. � R�� � ` � � � �• � � To P VE�IFYALL DfN{. W/ EXSTG. �, ► I�O�.ATED SPREAD �OaT(NG SCHEDULE `� �' • 3� CONDITfONS & ARCH. p�.ANS �. � � ` tABEL QIMEN 4 �1 REINFORCII� � �.�, --- i 4 A 3'-0 x 3'-0 x 'i'-0 (4)-#5's x 2'-6 EA. WAY � ` �`'' ""� � / �-�O ' �oN�. ��o�. BRG.�:3!4'x51/2'k0'-11 B PI.AN DfM. x ��-o #s�s @ �2u �. wAY -� , ENTRY PA ; PFA PLAN � W/(2)-1/2'(7fxG � ��o��Nc,��o�s N(a ��� „ � , -TOW =SLOPING F RA M�N G, �fV�fRY PIaT�U �RA�i/I� s���E: ��4 � -0 �Q U N Dl�T I C�N P LA N sca�: ,�4�� - 1�-o (N)-TOF =�-0 F�U N DAT!�J N & �„� �� ����W� P���o��: N . N 82�-9 �. TOP OF €��W STE�L BE4M ELEVATIONS AR�NOTED: (#��#'-##} P���o�s: D ETAI LS (N)-TOW 2. NElN POSTS COt�7iNllOE.1S BELOW ARE IN[31CATED:� t�EW POSTS FROM ABOVE fV07 C4N7INUOUS B�LQW ARE WDICAT�D: Q 1. N�4N CONT{NUOUS FOO�i[�GS Af�E CEN7EREQ B�NFAIH FflUNDATION WAl1S iJN�ESS NO�fED 07HEf31MSE CON�`.L�w3x114 W/ 3. (� INI]ICATES CONNEC110tV n'PE. REFERENC�SCHEOULE SW�ET S1 2 NEW CONCAETE WALLS ARE 8"1NiCK UNl,.�SS NO�Eq OTH�RWISE 1/2Yr3 x 4'DCP.ANCN. &S� 4. (�-EXI�T1t3G FRAMkNG It�D1CATED PS 1Nt�S: (-- - - } (N)-NE1N�RAMING INDiCA7ED AS�1-IUS:( ). 3. NEW C�NCRETE FOOT�NGS AFiE 8`�1-ifCKAND�-0 WIDE llNL�SS NOTID�THERIAfISE @ 16'O.C.W!ac61�OP i� . _________� �N�ICA7ES CONCR�TE 5. D4 NOT SCAi.E RRAWWGS.VEFiIFf ALL DIMEN510NS�RlOR T CONSIRUC710N. 4. CONT'AGF ElVGlNE�R IF OVER-DCCAVATION IS REpE11�iED T�FlND ADEIXJAT�SOlL BFJ�IRING [3R!VE Pf1VNED 1'O 1�OP � � 5. NEW STEPS!N TOP OF FOUNDA�TION WALL AR�INOGCI�TED: � @ 18'O.C. � WALL BEl'ONO 6. Q (NpECAT�S CONNECTION IYPE. REFEAENCE SCFfEDE�LE SH�ET St i 7. (E)-�(IS71MG FOUNDA710N fN�ICATED AS THt�S: (---- ) (N)-NEW FOIJNDATION INDICAI�D AS�HUS: ( ) 5 S����� i,-0 S. DO NOT SCALE DRAWiNGS. VF�IFY ALL DIMENSIONS PREOl3 TO CO�SIRUCTI4N. S7 �_w.,...�.�____.v���.�_�_ ____. ..__._�__ . ...._w ._. --__ ---- — ---- -- �_ -._... ._. . - --- _ ..._..._ . _-_..._---- __.---- _ __- -- --- — — - ---. - - - - - �....- _- �_.___-.�__�,�, _ . , _�_...._. , ---- .. 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( j �, 'Q . �•� �c tl �• WALL W/#5 DWE..S.x2'-0'�PDXIEp IN70 �"°"� ; CRAWL.SPAC� ;: • . 3/4'0 x G FfOI..ES Q 16'ALONG n o � ° '� I�G7H OF FTG. 2 m,: SCALE: 4'� � � .� • S8 �1 1-0 � ,,/ . . 8232'-fi �r�� #5`s @ 1G'HaR�Z . a • •. � (E)-TOW �• . � � #Ss @�6"N�RT.— �a ' � o : � � L �� � i l � STON�CAP PER ARCf�. � � � b•� � � a-� ( � � RAlL.ING PER ARCH. td � � 3'OF STOtYE ?` ' °. (E�-CONCRETE WALL � � I f ; � L,.�.,� � � - &�MORTAR BED � � � ��:� •, a i �c92 FURFiIf�lG WALL PER ARCH. � i 823T-5 � � • � � WATEPR�OFiNG .�� �� �.- ([�)-TOW ° � � � , PEA A�CH. � • 4 (VIF WI ARCH.) � a4 .• ` 1/2°f�X10'A.B.`s@48'Q.C. �' `'' � r . - • IN CONT.TRTQ.�c12 f� I ° Q � SLOPlNG . . � (2)-#5'S COM1T. ° ° � •�. � . • _ . .'..:•..:. ::... CONT.L 4X4X1/4 W/ � e (N)-TO SlAB �,- __�4 �..��:.': .`':... v. i/2"B x 4"IXP.ANCH:s TOP�BOT. , (3)-#5's GONT. ��' • E �"'" @ 24 4.C. (MAX.STONE � TOP&BOT °� � CUNT. L 4x4x1/4 W/ r . HT.OF�7-pq 4"FOAM VOUD ' r 'p ' 1!2'0 x 4'D(P.ANCH.'s � 5°SLAB PFA 1/57 .� ,. 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'�� 23 Pof�ntrlla fr , Buffalo,1�n1 er ��mmencing work. ai!� �.� ,,� ,�,... �?",� - - uticps� �old F' p nderground utiliti�s prior to �I �:` ��r . ."�: - �_ -� ,� -�'. ra-.;' ( 1w � . . � , �..,>. �,_ �, �y,,.�.. ��- �- � �._ � � a � � c T � . r--::� IAM «ger' Go1d F�nger Potentilla / � ' � ,� - .- � .. � , � - 8 Rhamnus frangula 'Columnaris' �• ���specificatEans for key tfl perenniai an�g�Q��d cov a� D R "ItJ Tall f�ed e ' �`` ��,. F �''�tl ` . . . ._ -_ - 14 �V �l B �8 h?I7us frilobata � 8uckthorn t� � � A�.1�- �. � ', � ' •' ' ' er sp�cBe�ar�d�ar compositlon of seed mixes. /� ���P �� � }`° •" �' c +., i 3 Thr�e-��af Sumac 3. Stake ir�e and shrub iocatians an site far a�prova�b la # �� _.."`— �� ��` 2Q� D A t E : , 16 f�ibes aur�um =`( `�'O� / -b• , _ ,�-y .. t a'7 3(7' : - � �S 9 f?asa foetida Persfana Y�pow-�(�wering Currant Y ndscape archit�ct prior fo dfgging. �1f�%�.�l�'�l � . _ ..T_ �_ -. - � ��,�.,. � ' � 4. 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