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".� � � - C� (--i CC�PPEi� GLRD PANELS COPPER GIAD GAIZA�E DOC�R STON� VEN��I� °�°'�"��� STON� CRi� ~`J'� waoQ �a��Q ----�.�-- �TU�ca .----/ GUT STQNl� PAN�LS °` 11 A13 , 13 A14 2� A14 1Z A13 12 A13 QP�N TQ BELC�W �IVf�1G : � �XI�TING GP�.P,D� Q�i� 14 �2?4 RTTIC {UNDER 5' IN t1�IGt1T) _a_ �ATN �L05�T �LOU�:S: -�'1 3!4" APA SN�ATt1IN�G QN Ff�AMING P�I� STI�UCTURAI� WlTt�i I�-2 f MIN. INS. tNJINSlDE V.B. �UR.R�D C�I�IN� WITN �XT�R.lOR STUCCO C�i� K��NS� . PLASTER --� DINING RC�O F: ��RTE SNiNGL�S ON 2X4 ��DAt� �i�f� C?i� Gf�C� IC� AND W�T�� SF11��p ON 5/8" APrR PLYWC7U� ON FRAIe,t1lN� d��R ST�.UCTURAL t{�/ITN f�-49 MIN. SPRAY C�N PQ�YUf��Tt1AN� INSU�ATION, INSID� �tAPC�P BRRRI�f� l�f�D � 518° GYP. f —� � CC�PP�R E�iDG� CAP SLATE ROO� WC�OD �/-�SCIR � 50FFIT U1/ALLS : �XT�i�(�7i� �INlSN P�R ���VATlQN ASPt1A�T �RTURATED ��LT O� �(�A�� I�� AN� UVAT�E� �NI�LD PE6� D�T�{LS ON �X� STUD� AT ! 6" 0.�. Of� P�fZ STf�U�TU�AI� WlTt1 M[�1 i�-2 i fNSULATiflN ANI? 5/8" GYP. UPPER LEVEL 'B' �L. = 8189' �`'`- BASEM�NT tNRLL�. M�CN I STO R.EIN�C�RC�D CO(�C. P�f� �Ti�UCTU�RI.Y C?N �ooTE� ��� s��.ucru�R� w�Tr-1 �u�.��r�� a� ��QUiR�Q Fa� ��N AND 51c3" GYP RNIG FGUNDRTION UVRTERPROQFIN� WITt1 PERIM�TE�. QRRINRG� TO Dfi,YLIGt1T �.C.7.G. --,..,."�.. �4" CONC. VV/�Mt� ON 6MllL V.P�. C?N NATIV� EAf�Tt1 C7f� �NGINE�R.ED FI�L 14 A14 � � � � : •' . „!�, ,� STUC�O STON� V�h1��f�. STONE CRF' MAIN LEVE� 'B' � EL. = 8 ! °78' �OW�R LEVEL 'B' � �L. = 8 ! 67` �.v.c�. 4" �ONC. WfCV�N�F t�N �Nll� V.�. �N NATIV� �Rf�TN C7(� �N�li���#��D FILL a. . �r # � ..� s . r n� � � � K � � � . . �► • ! ' � ' � � ! f > � � . ,. �' � � � � � 1 # �' ` �. � � .�► V��. 'B' i 78' _EV�L `C' 157' O _� O � • • �� � � ��� ��'Y�`., � � �� � � . �� ��� � � 2' 4' 8' � �� SCALE: 1 f4" = 1>_t}>, '+��`� � � u �� � �._ � ♦ v ♦ � y, k { 1 . .�. � ,�. �f � � � � ____1 ---= � � Q � ��� � � a� � � � = � ° � -° � � � - o z � 4� � � � u� t�- � U � -�- � � o u_ �t � ...,� �' > �" � � w t� � � � � � � � � � � � � � ____. � � � � � � � � � � � � � �'"'`� � 1 t �.�'` � '`��. � � � � � � / � ,�, � � � � � � � (' �3 � ,,,,�` �``�r.. � � � � _.___ � � ____. � � _.� i E' i!i � �.. i/� ` i� � �` � *� � � �� i r.. " i • f.. ' � • •.. - • � #_ • � �_ r ' � i i t d �. � � � N' -�. �t- � O 0 RC?C7F: S�AT� SNiNGL�S QN 2X4 C�DA� ��Pi� {�N G1ZAC� iC� A�1Q WAT�R St�I�LD C�N 518" RPA PLYWOt�D �f� F(�AMING P�4� STI�UCTUPAL WPTt1 E�-49 M(N. SPf�AY C�N PC>LYUP��Tt1�N� INSU�ATIU6�, lN56D� VAPOf� BAf��E�l� AND 518" GYP . COPP��. RIQG� CAP --- 5i..�T� (�QO� WOOQ FRSCIA � 50FFiT T. PLRT� �L.. = 8l97'-4 112" WALLS: �XTE1�101� �lNISk1 P�(� ���VRTlON A5Pt1ALT SATU�ATED F.�LT OP Gi�AC� IC� AND WAT�R 5t1t��D P�R DETA{�5 04� 2X5 STUDS AT ! 6" O.G. OP� P�P STRUCTUi�A� WITI�1 MPN �-2 ! INSULATIC?N RND 5/8" C�YP. � UPPER LEV�L 'B' ��. = 8189' STUCCC7 STC7NE VEN�EI� STC�NE CAP — i► ' : " : : r\ � � � i \/ � � Mi:���9,. �/'.1� �i�. = t3 I 8 I � •. . ��� � � 0 I( _._--- � � � � �l�J) � �, . . - �- r • . . .. � � � . �r r • w , �r r • t� - i +r' - • f �` � i ' � ! r i � r..r�� r � r � '�' 1 A ; i V1/OC}D �A�C(A � �t��FIT CU7 �TOf�� PAN�LS —�.` CC7PP�(� CLADQfNG � STC7N� V�NEER STON� �AP � 11 1; �� A� 14 __,-______._.. a � a d �� �-----r—t— �., . . � . � �.= 8 I 99' - 3 p/2" �LC�O�S: 314°' APR S�i�ATfi�iNG C�N FF�AMING P�R STf�UCTUI�AL �IVITt-1 �.-2 f M{N. INS. B�QRCJt�M W11i�SID� V.�. FURR�C7 C�ILING W1TN EXT�R.IC7R � STUCC{� OI� K�ENS PLASTER `` PAVED {�OC�F �T�.u�TU�.�, s�� Q�TAiL� �xERCCs� 1 s�a 2� A13 13 A14 11 A1� � ' ' � � � ,� —'—' i e � i i � � ' , ---�= � i �� � � � � � � � � � _ , _ �� --., . • *� -� . �w� w� , . � ��� . r�-�`J.�.�. 4°' �ONC. W11�M/I� C�N 6M1L �l.B. C�?N Nfi�TI�t� �ARTF�I Q� �NGIf���C��D FILL 13 A14 1z �13 �UT STONE PANELS — COPP��. �LAD PANELS UTILITY �NCL05Uf�� �' �TONE VEN�ER�`"r�'� STON� �AP � �XiSTIN� Gfi�AD� COPPEI� RiDG� CAF' S�AT� R.�OF WQC7D �AS�IA � 5C7��(T STUCCO I' ' 'I �� i i iC �� , • , R �% � 0 ������� � ���� ��������� � � �� ��� ��� �� ���� '} ���L�: � %��t = � �—�n Ct�PP�i�. RIDG� CAP' SLAT� S�C7C7F 14 A14 �3 + � ' i � �ATN �— �LC�t�R�: { 314" APR SN�ATNIN� C7�1 ��:AMING P�1�. STRU�TUS�AL V�1lTN 1 �_��— !�-2 I MIN. lNS. � lN/(N�(D� V.B. � FUi�R.�D C�iI�ING — ..� � ` 1 WITN EXTEI�lC�6� � � e i � r STUCCC� O� K,��f�5 ������� � � � �� � �� ��:.: '. � .�..� � ( � __ � � � cu-r �TC��� �a�v��.s �� ��-c�r�� v�NE�� ���e�� �.oc�� CLQSET STP�,U�iU��, 5�� �X�i��CS� / 5�'A � �._...,� �XISTfNG ��R(�� --,\ STC?N� CAP D�TAI�S �.Ci.�. 4° �c��C. Vv1V�M1F C3N 6M►L V.�. ON NATIVE �APTf� OR �NGIN��f��D FIL_� (�C�C��: SLAT� �f-iINGI��S ON 2X4 G�DA�. G(�lp O�J �RACE IC� A(�D INAT��. �NIELD ON 51c�" APA PLYWOC?Q C�N F�,RMING P�R �TRUCTUf�.AL WITN �.-49 MIN. SPf�AY ON PC7LYUR�TFiRN� 1N�ULATIt��l, iN51C?� VAPCJf� BAI�.RI�R AND 518°` GYP. ._.______�/ ���----- .._---- i � � CC7PP�R 1�6aGE CAP SLATE i�OO� 1IVC�0 A�CIA � �{J��IT CUT �TC�N� PAh���S T. PLATE �. �L. = 8 I 97` - �4 I /2" `f' WRL�S : �XT��dC�f� FBNfSt1 PEi�: ��.�VATIC}S� A5�'t1AL�T Sfj,TUE�AT�D F��T C�I� G�.AC� 4C� AND 4NATEP� �t1f�LD P�l� D�TAIL.� C�N 2X6 �TUUS AT I�"' Q.C, Q(� P��. �TRUC7Uf�.AL tNIT�I N�IN i�-� I iNSULATI�N AN(� 518" GYP. UF'F'�� ���%�� i�}i ��. -= � � ��� - ''- STUCCO �TC?N� VEi���� 5T�7 f� � �AP �� i\� I �J"1i�� MAf �1 L�V�L '8' __-------` �L. = 8 i 78' - g������-�- ����5: C��IN�OE���D �ON�. PI�� �Tf�UC:TU(�.AL C7N �C70T��. P�i� STI�UCTI�#�AL UVITt1 �U(�6�iNG A� i��QUI(��D FC�k� Mi('� �,— 1! 3N5ULATIC7i� a�a ���° ��� ar�� �o#u�o��rco� WAT�P�PP�C)C��IN� Vl�ITN F'E�.IM�T��. 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C?�, �'�f� STi�.U�TUi�A�. lN(TE� MIN �.-2 ! 1��l.J�ti���/� ��tJ �lV4t G1`P. � ! ♦ � � t._.t���� � i v��, t_�vvi�vLt_r�+.._v i �L_L �� a�....�e�.. .� ��...�. R�ID 518" �l�P ANC� FOUNG`�AT(ON — - WAT�f�PRC�C�FING WITN PEF:iN1ETEi� DI�AINA�� TQ DAY"LIGt-iT iilr ' � �, - r � ` �r � T� 8I 92' - 4 112�� C�05�T � 22 A13 13 A14 � � a � 1� � � � � � � � i l�l.� 1 .�.+�L.l�l? I ri1V��� ��VIV� V �i V��I\ � r� p a� j w L��j�i�:��Zrl� � s___'__ � � [���.5� 14 A14 P ATN FLC�C�f�S: ..�/ 31'�'° APA SN�ATt11N� t��l F�AMING P��. ST�UCTUI�L WiTI� UN�AC�D 3 d {�" SOU�D �iATT INSULATiC�N /�,NC� �/8" GYP. --�, s.a.�. 4" �C?NC. W/��tW`� ON SMIt� V.B. O�! �{1�TlV� �AC�,T1-1 t�f� �NGR�l����D FILL K(TCN �N 4� Y � L f�QOF: SLAT� SNlNGL�� C7�1 2X4 �EDA�. �RID C?N G{�AC� IC� AND �A/AT�S� SNi�I�[� C?N 518'° A�'A PLYWC�OD CJN �RAMihi� P�R ST�.U�TU�RL WITN R—� 9(l.�l l N. SP�.AY Qi� PC��YUR�Tt1AN� 4RISULAiIQN, SN51D� �1t�P�i�. C�AI�.I�.iE(� AND �18"' GY�. � _ru� ��, � � � � � � T. PLAT� � ��. = 8 I 97' - 4 II2" WC7C�D �A�CIA � SOF�fT C 1�•'"��"�►I�T.'�ii�f� ST UCCO -- • � 1/ : :• PA�t�D i�C�C�� � 1 ����i4�y ��� p�TAI �� . . �� ir .. �� � _ ;,i� • • �i � ♦ �A��M��iT Vt/A�LS: ��IN�O�C�D �C7NC. P�R STPUCTUE�A� C�f� �C.�C�TEf� P�f� �T�:U�TUf�AL INiTN �UI�f2;ING A5 f��QUii��D FC)�. MIN i�- ! I lNSULATIQi� AND 5/8 �YP A.i�Q FQUN(�ATitJN r� UVRTE�.PRt.�C�F{f�G WiTt1 PER(M�T�f� DS�AINAG� TO DRYLiGt1T � i . s � � o z' 4' s' ��Y ' SCALE: 1 f 4" = 1'_(}" ��' � � � � * �y ! � .� � � "� � „�� � � � � - � � Q � �� � � � �� � � � � � � �' � � �� � � � tS� � � � �! v L -�}- � � o u_ �t m �G �' > `� � � � � � � � � � � � � � � � ,"� � �..�.... � � � � � � � � � � � � � j'"`� � 1.__.� �' � � � � � � � / � �, � �� __.., � � � W � � ```"�.. � � � � � � � �� � � . . � +t � i�i � !.. i"' G • ... � � s � � '! ' • f• i r.. ' i � .. � ,. ' �, ♦ f _ ' i ! �� . � •_ - � � i � ,� : . �; ;� . .� � • �t��'P�F� �fDG� CRP �LAT� RC�C)F � T. PLfiT� �L. = 81 `�i' - 4 I i2�� W�C�D FAS�IA � �C�F�IT CUT STC�N� PAN��S --�°`� STU��C� " 1 '� . � � � � PAV�D RC�C)F �-- STRUC�UR�, ��� QETAI LS �.��--...� 0 �i • • ♦ s � E3A��M�NT ENALLS: R�INFC?�,CED CONC. PER �TI�U�TUi�RL C7N �OQT�R P�R STI�UCTURRL tiI�/ETN �U�(�fN� as ��c�u►��o �o�. �l�v �- � a ��su�aT�a� A�#Q 5/�° GYP ANp FOUNC�RTION WATEf�PROC��iN� WITN F'E'RIM�T�I� DI�AINA�� TO pAYL1�NT LOW�4� LEV�L 'A' �L. = 8165' � � RC�C�F: �LRT� �NING�.�S C�i� 14 2X4 ���A�. ��iD Q� �3 ��. G(�AC� EC� AND �/AT�� A14 SNf�La C��J 5/8" APA PLYUVC?C�f� ON �d�AMli�G P�E� �TR.UCTU�A� �/!Tt-f i�-49 IIefEN. SPRAY C�N PC}LYU��TI�1AN� I�iSU�ATI�?N, iNSiaE VA�'C�E�. BA(�(�i��. A4�L� 518" GYP. :r WALLS: �XT�RIOR F1f�ISt1 P�P� EL�VATIt�N ASPt1R�T SATURAT�D ��LT 0� GS�AGE IC;� AND WATER SNI�LD P�{� p�TA1L5 ON 2X� STUDS RT I�° C�.G. O� PER. 5T(�UCTUi�,RL WlTt1 MIN R-21 IN�ULATI�JN RND 5!8" GYP. FLOC}RS: ------' 3/4° AP�. �t�i�ATt1lNG flN �(�AMIN� PEi� STI�UCTU(�RL iNlTt1 UNFAC�D 3 1!2°' SOUND t3ATT IN�ULATION RNQ 518" GYP. SlTTIN� / �X�i�C15E t1ALL KITCN �N � �UT STQN� PANELS �T{�N� V�N��E� �TQN� CAP ....._ �.C7.G. 4`" �ONC. �,Nl�'+�/Vr� UN 6[VIIL V.B. C�f� �1ATIV� �A�TN C71� �N�IN���.�D �I�L 12 A13 S�AT� E�Qi�F �-._._._-___� WQC7D �ASCIA � 50FFIT Cf�PP�R (�IpG� ��,P —'' CUT STON� PRN�LS �„� COPP�I� ��ADai�1 � �� �� �� �� �� � �� �� �XISTIN� G(�AQ� 1� 1� ca��� � �� ��� caP S�AT� €�OC)� CO�F'�R CLAD�iNG ---�— -!-�-�---�--"�s--" � ■� � � � � �� � �PQ(� O�. iv1OC�. PlT, RC�QF W{�C7D �AS�IA � SC�F�iT CUT �TC�I�� PAN�LS COPF'�I� CLAD PANELS coPP�� c�g woao �a�a�� aoc�� �a�v��� 'V� ' ► ' �► 1 : .� �r .-. , : ! �i � ��� � � � � ���� � ����� � � � � � �� ��� �� � �� ���� � �1.��1�L... � 1'TIl � � I��li 13 �14 � 14 A14 � � " `� � , �_� � , , < < , —z-�--- ' ' � � , -;r-- , , � , , k , , , ___— e , , -------. '�— `� � � STU�CC.� STc�N� V�N��P� ait k � �XE�TIN� GE�AD� �.���: SLAT� SNiNGL�� C.�N 2X4 C�QA(� GP�.ID ON G(�AC� lC� AhlD V�/AT�I� SNi�LD C7N 5/8" APA P�'�'VVOflD ON �RAMING P�l�. STRU�TU{�AL WiT�i �-��? MIN. SP�AY Oi�d PC�LYU�ETNA�J� iNSC�IATIC7N, i��lD� VAPC��. BA4z.l�@��, Ai�Q 5}8" �YP. � � �J�%L�: � ���E _ � ����� ��oc�i��. ,- 3/4" APA S�i�ATNl�9G ON ������ ��� �TI�UCTUC.AL �1/iTN UN�A��f� 3 J 1�" �OUND �iATT IN�ULATIQN F�,�in 518" Gl'�'. ---�. i i'�! . , i : . ,� �/ � �► � �r i' ir ' i' �1/ALL� : EXT��.CC?�, Flf�lSN P��. �1..�VRTIC��! i�l QINiNG A�Pt1ALT �ATUf�Ai�C� F�LT (�� GI��E l�E AND �AT�(� SNlELD P�4� D�TAILS C�N 2X6 �TUI�S AT � �°� a.c. o� ���. �-r�.��uc�a� WITFi jV11N �-� 1 P�lSULA?�4ON AND �IC..I�� L7 E f . _.........�.--^—"'"� 5ITTING / EX�RCSSE BA��M�NT �IAi..LS: ��INFC�f�C�D Ct��iC.. P�P �TC�UCTU�.AL {�NI FC�C�T�� P��. ST�.UCTU�RL WITN FU�i�iNG A5 f��Ql�l�.�[� �Qi� C�vllf� !�- I l iN�ULAiIt�N AND S/8" G't'P RNp �C�UNDATI{��J WAT�I�PP�C�O�EN� IN�iTN P��fMET�R, D�AI�fAG� TO DAYI�I���-iT °�—�...,..__ .�.---'"`�`� S.C�,�. 4" CC�N�. W'tMWF C,�hJ ��.�I� V.B. QtU INATIV� �Ai�TN t�4� �NGl�i���.�D �ILL . : _ :: . �' �l i�a : �. �r . .� s � +�► 4 2' 4' 8' SCALE: 1 f 4" = 1'—p„ ��� M ��u� . � +�r f , �, �� � � ' � � � � � � � �� o� > � °� � � �om � � � � � �� � � ��a � �.' > � � � � � � � � � � � � � t i� � �� � � � � � � � � � � _ . �, � �' •i i ��. f'' i ' � �• • �� '" ! �' ` ! � ' � t . i.. - • � �_ • • � i.. . f �r _ . - ! • : � o � � Q � fl � � � � � � � U L � � � R5 � � � � � � � -� � � -' ! !! . . i � .�� ii • • � � ,. . . � � l •• r rs � 5TC)N� V�N��R s f . f � �� 13 �� A14 RQC7�: S�AT� 5N6l�Gl��S C.�N 2X4 ��DA� G6�ID C7N G(�AC� 1C� ANQ WAT�R �NI�LD {�N 5/8°' APA PLYI�{�C�D C7N �PAM(NG F'�� �TI�U�TURAL V�IITN �-49 M1N. SP�AY �?N F'OLYUR.�TNAN� lNSUL.ATIC3f�, i(��PD� VRPOf� BARR��% AND 5/8" Gl"�'. � � -= ��-�- �X15T14�G Gi�RD� � � ��A�E: I /�" = � �_��� 12 A13 13 A14 CLC�S�T �NT@Y WfNE i► i � �� A �. 4 ��.o�� �1..C:�C�RrJ" : 314" APA SFIEATF`11NG O�i Fi�AMING PE4� �TRUCTU�;L VVlTN U�1FAC�Q 3 I /2" �t,�UN� BATT lNSULAT(C7N AND �/8" GYF'. -�—.. D(NING T. PLATE (EQUiVRLENI�,}}� �L. = 8 � 9�` -- 4 1 /2° T. PLATE WALLS: �L. = c3 I�7' - 4 1/2" �XTi I�IC76� FI�lI5�1 P��. �L�VATIC�N A5Pt1AE�T SATU(ZAT�D FELT Qi� �1�ACE SC� ,AND 1�AT��. �NI�LD P�#�. DE7P,[�S QN 2X6 STUDS AT P�°' C�.C. Qf� P�R STR,U�TUd�AI� WlTt-1 MI�1 i�-� 1 INSU�RTlON AND 518°' �YP. 51TTf(�� / �X�I��1SE �. , w �� , � � � � •s - - - -. . ; � �► - r �• - 1 � i ` ! � !x � j .,..��, � .. . ' '� � � 4 _... RC�CJ�: S�AT� �NINGL�� gN 2X4 C�DRi� GRID C}N Gf�.AC� (C� At�D iIVRT�� 5t-11�LD ON 5f8" APA PI.YWOC?D QN FRAM!(�G PE�. STRUCTUI�.RL V'VITt-f (�-4� (v�l N . �PE�AY ON PC�LYUi��TNAN� lNSULATfC}N, (�!Sl�� VRPUi�. �iR��l�l� ANC� �/8° GYP. FLt�C�(�S: -�' 3/4" APA 5 t1 �ATN f N� C3� F�,A.MIf�� P�i� STf�UCTURAL tNlTN C�NFAC�D 3 ! 12" ��UNp BATT il�SULATIflI� AND 5/8" GYP. -��. C�ii i ' �.Cl.l.i. 4° CC?I�C. W1V�.NV� ON �Mf� V..B. flN NATIV� �Af�,TN C3f� �NGIN��#�ED FII�L i� I��� �XESTli�G G�AD� �.(�.C. 4" CONC. W/1�/VErF Oi�� 6dv1lL V.�. ON NAT(VE �Af�Tt1 O(�; �NGI�f���..�Q FILI� 14 A14 -- - . .. i i'' �, �i% ' ' �a � r 1'�" �I � � �� � � W�LL�: �XT�RlC71� FINI�t1 PER �L�VATIC�N A�PFIALT �ATURAT�D ��LT O�. G1�A�� IC� AND VVAT��. SF11�LD P�i� DET;�{LS ORI 2X� �TUQS AT I 6'" �J.C. C7P P�S�. �TRUCTUF�AL WITl� MIN i�-21 Ii�SU�ATIC�N AND 5I8" G`YF' . . .� . 1 I► : � s \/ � � /► i .. '1/ f���'J����� �A��.�. {�'�SNFU�.C�D CO�lC. P�f�. STI�.UCTUF�AL C�N �t.�C�l"�f�, P��. 5Tl�U�TUIZA� WITN �U�.f�EN� 1�� K�C��.14(��[� FC�(�. (OeIEN 'R.- l! iNSt.JL/�TtflN ANC7 5!8°' GYP AND �C�UP�IDATIC7i� UVAT�R,Pi��C?FING ZNlTN P�R(M�T�I� d�AINAG� TO �RY�IGHT � � � a , � � - . �► : .. wr � � M�d � b a • . s f 0 2' �' �' SCAl�E: 1 f 4" — 1,-0„ ��� ,� �'°"" ��� � � , �._. � � ,�, �„r � �, i IF + . �� � � � ..�'� � � � _.__1 —= �, �'' � � � C�7 � � } � � � c.� -u � �� � � � � �� � � � � � ur t� �' U �� � � -�- �� o t.�. �C � � '� > `� � � � � � _ � � � � � � � � � � � � ,o..�.. � � � � � � � � � `��� �''` / ��` '`,�� � � � � � � � � � � � � � �, � � � � � � t_1_J � � �"`�. � � � � ..__... '� � __�__ � � '� i !' !i • !�� 1� • . � � � � � � s . �' i . • - ' � � ,. � � " +f � ! .. " i � � ,. ` • i ., • r ' ♦ i i • p ' �: ROC)F: °'"` ° S�ATE 5N!(�GL�S ON 2X4 C�DAR G�IQ C)i� GI�,AC� lCE RN C7 trl/AT�R �t16�LC7 O�l 5/�" RPA I'LYYt�VVOC�D C7N �E�.AMING PER STI�UCTURRL W(T1�i R-49 MIN. SPf�,AY C.�N POLY[J(��TNARC�� INSUI.ATIQN, 16�5lD� VAPO(� BARR.I�FZ. AND 5I8" GYP. � . ..._._,..-.--. . �-, ..--� „-,� �� ,„ � � �� � S.C�.G. 44a co�c. r�rlww� os� ���� �r.�. ac� NR-rlv� ERf�Tt1 OR. �NG11���F��D FILL AS ��G2UI1��D FOI�. Mi1�1 �- ! I INSULATIC�Ni AND 518" GYP �i�J[7 ��UNt�ATl�N INAT��,PRC7{�FING INITN P�f�livlET�� a�.a��a�� -ra �A�r�«hT WQOD FA�CIA � 5C7�FIT ,^r�orc� r��nr-�F r°nt� � ,�,�-r- ,�� � � .� � WQC?D �ASClR � SO�FfT GUT STONE Pr4N�L� CC�PP��. CLAG�DIi�G 0 2° 4' 8' L�� sc�,t�E: � /a-" _ �'_o,> ) �A��iA � 50FFIT 'Tt�N � PAN E�5 ^� C�ADDIN� �o � 6AN C? ;C����� � v�����. � ��� ,. ' :: 0 � � V�N�Ei� = � CAI� :�L 'E3' � ��' `.�' � � _y �� �-� � �� � � ,�' � i ,' # • ri���iw��n " � I .,. �� r r► � � �� , � " �u I�u ,. ° �„�' � ' " � .. � � ,� � � m � � �o� � � fl `� � U � �, � ° � � � �z � � � �� u.� � L�_' U � w ,.._., L -�- � � Q t�._ Q � ��� � � � � � � � 4� � � � � � � � � � ...�..... � � � � � � � � � � � ' � � ' � � � � � � � � � � � � t^� � � � � � � � � � "'`R� � � � � � � � � � PRC�J��T N4.: DAT�:C?8-14-0� D#�AWN BY: R�ViSiC�I�S:09-C? 1-C�6 R.�Vl�dC�f�i5:09-��3-tQ6 �.�V15�C7N5: [ (�- I 6-�Q� I�EVISlUN�: ! C�-27-�� 1��Vi�EONS: I 0-3 I -U� (��VlSIflNS. 1 2-1 2-�7� �u`�-�t�� ����,� ��� �,EViSiC)NS.� i -18-�7L�i ��R��i �esu�MOr��L . � � _�. �, .�. %' ; � ,,� �r , j y, � �- � , m c� � �v � �- _� 0 m �' _i, � � � �C.,f-'�LC.` I /�.I-., � ! ._�.. ��l-'��C: � /�-„ � � ,_�,s � SCALE: 1 /4„ - 1,_ Q» >��� � �Q� _ i i��i���J .ADi71 N� 1D 1��6� > 3' � . —�P- 0 , � �� b � � �� 0 1 � � � � i � ��� �..J . �IT ..�! � ♦ � �� �+ � � � � � � � � �,' � `� 'n � U .— � Q � � N � �z � � � � � u� r` C�! �} � -�- � � o u_ �C m ...� �' > " � �} � � � � � Q.� � : � .— � � y � � � � � � ►_ ..�..�. � � � � � � � � � � � � � � � `;,., � :� � � � � � � � � �, � � � � � '`��., �._L_J � � `'`��.. � � � � ----- � � ____. � ! /�,� � � �.. d- � � ___� F'I�ClJ�CT NC?.: ��� DAT�:08- ! 4-Q� LT D�RWN BY: �� R.�VI�IO�15.�3-J I -C?6 /�T��. � _� o� _, ��v���oN�:c��-����6 �, o,c. �.�v���c���: � a- J �-�� �a� ��v���c��vs: � o-��-o� ;���� ��v�s�oc��: � o-� �-�� I��VlS�ONS: ! 2- ( �-C?6 �ui��i�vG ���i�r s�T R�ViS1C�NS:O I - i 8-��7/�i ����a� �-�su���rrA�.. __� , �� � ��; � ����� ��� � � ��l��l..l��t �. A } � ���LC��� � � O �� � �-�,, � � � � _ �'�� ���,, � � � � �RAL ON J�1�lNG _RTfCC1N VV!-� i�i\! f�,lJ1Jt liVl:r VV t I 1 I i L(til11/i!_ 1 L� GRRINRG� TC? DAYLIGNT � �� � ����� � �-.;F;: C3ESiGN CRITERI�• 18� Beau�r Dam Job �,0610-24 3. Fioor Constructir�n: A, Provide 3f#'� thick APA rc�ted Sturdif400r rated at 24" o.c., tc�ngue and grtrove, expe�sure 1. Glue F�o�f Live Lc�ad (Snow) _______________________________ 80 psf or i00 psf < 4;12 roof cand nail anel� ta a1d su c�rts with 8d nt�ils s c�ced at 6" alon " Roof Dead La�d 30 sf � �� i� g Aanei edg�s ar�d at 12 a[onc� ___________________________________ P intermediate supports. Install shet�thing with lon+� dimension perp�ndicular to joists and end joints F6oar Live Laad ------------------------------------ q.0 psf sttrggered. Floor Dead Loc�d ----------------------------------- 25 psf 8. Provide soliti blackir�g betwesn floor joists at c�!! bearing iocations. Blocking material sha{E match Deck Live L4C3C� --------...----.-...---------------------..._ jOCi pSf the flaar �oist material. Deck pead Laad ----------------------------------- 1� ps� 4. Roo€ Construction: Wind (3 Second Gust} -------------------------------- 90 mph (Exp, C� A. Provida 5/�" thick APA plywoad sh�athing rated 40f2t?, exposure 1. Instail shec�thing with long 5eismic Desi n Cate �r _____________ dim�nsi�n perpencE�eular to rafters or trusses anc{ end �aints staggered, Ncai! wifh 8d nails sp�ced 9 9 Y __________________ EXEt�PT lBCjiRC Edition ------------------------------------ 2003 a# 8" alc�ng panel edges and at 12" along intermediate supports. B. Plywood sheathing sh�all be appliecf continucaus{y over the primczry roof inembers (rafters or trusses) FQUNDATiOhi DESIGN: below overfrc�med areas ia provide adequate lateral stability. C. Provide wind jseismic anchors at suppc�rts for aii roof joists and trussed rafters. See nailing �. design of individual and con#inuous fc�otings is bc�sed an an �ssurt�ed maximum ailawc�bie bearing pressure of schedule, 200Q psf {dead load plus fuli live Ioad). !�. Provide solid bfocking between roc�f rafters, trusses and loakouts at all bearing locatians. Blocking b. Faundation an�1 retaining walls hav� been designed using an assumed lateraf pressure af f0 pcf. materi�l shafl match rafter, truss chord, or {ookout material. c. Footings shall be p}aced an the natural undisturbed soif, or campacted structural till per the �. Wind Sracing: reeommendations of the ge�technicai engin�er, belc�w frost depth. A. WaICs over 4 feet iong which are sheflthed wi#h gypsum wollboard an both fiaces ond ore indicoted d. This faundotion hos been designed �ccording to th� design recammendat'rans set farth in c�eotechnica! repart as shear wails an pian have b�en dasigned to resist wind #orces in accordc�nce with Taiale 0620� by LKP Engineering, {nc. The contractor shall faliaw the construction requirements fram this same - 2308.4,5 caf the 2pp3 IBC. report. B. At shear walls, screw 1 f2" gyp�urn walibo�rd to aI! studs and ta top and bottom piafies wi#h #8 x e. Pravide continuous foundation drains around the perirrteter of al! bc�sement walls and at the base af retaining ���g" �{�-,yKr�E� s�rews at 7" maximum spacing. wolls. Cantact geotechnical engineer for details. G, Exterior �alywood or OSB wall sheathing is required unless specificaily deleted by engineer. f. Provide crawf spoce ventilation per lBGjfRC requirements. g. A representative of the geatechnica! engineer sh�li verify soiEs conditions ond types during excavatio�. Gonstruction of the foundotion may not proceed without verifying these values. Report c�ny d�scrspancies �-���-����� �����: from originai findings to structural engineer for re-evaluatic�n of fvundation design. h. 8ackfil! around and aboue structural buttresses and retaining walls shali be compaction-tested per the Q, Structur�! steel shail be detailed, f�bricated and erected in accordance with the mast current editic�ns of AiSC recomm�ndatians of the geoteehnical engin�er. Speeifications and Cade of Standard Proctice. i. G�a not backfill against retaining wc�lls unti! supporting elemerrts {such as flaor framing) are in piace 4nd b. Structural stee( W shapes shali be ASTM A992. Qther roHed shapes, including plates and angles shall be securely anchared, or adequate shor'rng is instaf{ed. Co�rcurrent b�ckfiifiing af each side of a free-standing ASiM A36. Round ar rectangular HSS shapes sh�il be ASTM A50Q grade B. retc�ining wali tr� final grades as indicated on plan or section is required unEess temporc�ry shoring is installed. �. qIl bolts used in steel frarning shall conform to ASTM Specification A325. Anchor bolts and bolts used in j. Verify type taf fiil with soils engineer and structura} enginaer priar ta b4ckfiiling, timber conr�ection� may be ASTM A30?. 8olt sizes shall be 3%4°' diameter unless noted otherwise. REINFORCED CQNCRETE: d. Typicol frQmed beam connections shaU consist af pairs of 1 j4" e�ngles using the maximum number af baits colled for in Tab{e 11-A of the AIS� Manual {A5� hJinth Edition}, e. Exp�nsion balts shal! be wedge type "Hilti" or "Raw!" or "Simpson", or approved equivalen# with the foilowing a. Concrete design is based an the "Building Cade Requirements far Reinfarced Concrete" (ACI 318) as adopted minimum embedments: by Chapter 19 of th� 2003 ISC, 1/2„ diameter ---- 2 1�2" b. Structural concrete shaEl have a minimum 28-day compressive strength of 3000 psi. c. Goncrete shall be proportioned using Type 1-II sulfote-resistant cement, Admixtures CQtl�f7Pf11E1t� Ghlaride salts 5/8" dis�meter ---- 3" shall not be used. 3f4" diameter ---- 4„ !f f! !! Yt /f if o d weather cancreting pracedures shaN be provided as recammended in the ACi Manua! af Concrete Practices f. Epoxy anchors cailed for on the drawings shail be Epcon or Raw! or Simpson or apprc�ved equivafent e. Anchor boits far beam and column bearing rpfr�tes shall be picaced with setting templQtes. anchor systems. Minimum embedments, if z�at speci�cally indicated on the drawings, shall be accarding ta f. Expansion balts shalf be locc�ted ot a minimum of 6 bolt diameters from cancrete edge and spaced at a the manufacturer's speci�ications. minimum af 10 bolt diameters unless noted atherwise. g. All welding shal! be done by an AWS qualified welder. g. Anchor balts for wood sifi piates shaf! be piaced at 4'-Q" maximum spacing with ane anchar boit at 12" from h, Deiay painting within 3" of �eCd welds until welds are completed. each end ar corner and a minimum of twa anchar bolts per piece. i. Where corrosive soi( conditions exist, steel angies that are used to suppart exterEor stone veneer sh�il be h. Concrete flaar slabs an grade and on metal decking or plywood supported by fram`sng shali have sawn or galvanized ond shall be attached to the foundation with galvanized c�r stainiess steei expansion anchors. tooled controi joints at a maximum spacing af 15'-0" in each direction. L.acate cantrol jaints along column j. A11 grout beneath column base plates and steel beams at bearing sha!! be non-shrink, non-meiallic type grid lines where passible c�nd pravide slab isolation �aints around columns. �rau#. Grout shail have a minimum compressive strength of 2500 psi. i. Concrete caverage fiar reinforcing steel: i. Concrete ct�st against and permanentiy expased ta eartF�: 3" 570NE,j8RiCK VFNE�.R; 2. Concrete exposed ta earth or w�ather, A. #5 bar and smaller 1 1 f2" a. Anchored stone or brick veneer and its attachments shail conform to 18C Section 14d5.6 with a wire tie fio 8. #6 through �18 bar �" the structural backing for every 2 square feet of veneer. 3. Concrete not exposeci to weather or in cantact with graund: �. Unless nated otherwise, provide loose linteis over openings as faliows, one angfe for each 4" af wall thickness, A. Slabs, wollsi jaists {#11 bar and smc�fler} 3 f4" lang leg vertical, to bear 4" minimurr� each end: B. Beams, columns 1 1 f2" Openings to 4"_0>' -----------------3 1/2" x 3 1 f2„ x 1/4„ Openings 4,_1„ ta 6�_U" -------------4" x 3 1 f2" x 1%4" RElNFt�RCiNG STEE�: � Openings 6'-1" to 8'-0" _____________�„ x 3 1/2" x 1/4„ Openings $'-1" to 10'-0" -------------6" x 3 1/2" x 5f16„ a, Detailing, fabrication and placement af reinforcing steel shalf be in accordance with the ACI M�nual of (Multiple angles sha(C be orientad back-ta-back) C�ncrete P�-actice. c. Stane �r brick veneer shail be supported on dry-stack CMU units to the foundation, or pravide steeJ angie b. Except where otherwise noted on the drawings, reinforcing bars shall confarm to ASTM Specification A815 and ��pport per details on the drawings. shai! be grade 6(7 except ties, field bent bars where permitted by note on plan, or bars to be welded, which shail be t�rcrde 40. GENERA� REQUi�2EMENTS: c. At splices, lap bars 44 diameters. po nat weid or use mechanical splicing devices unless speci�cally approved by engineer. o. Structural erection and bracing: The structurai drawings illustrc�te the completed structure with ail e(ements d. At corners, make horizanta! bars cantinuous or provide corner bcsrs. Around apenings and steps in concrete, in their final positions, praperly suppc�rted and braced. The contrnetar, in the proper sequence, shal! provide provide {2}-#5 bars extending 2'-6" beyon�l edge of opening ar step, shoring and bracing as may be required during construction to achieve the finai compiete�! structure. e. Extend reinforc�ng steel a minimum af 2'-6" through cold joints. Unless specifically lacated an plan ar Contact structurc�l engineer for consuitation (not in cantract) as required, details, caardin�te co(d joint lacations with engineer. b. Shop drr�wirrgs: Submit shop and erection drawings for structura! steel� miscellaneaus stee{, steel joists and f. Welded wire fabric shal( conform to ASTM Specificatian A-185. Lap weided wire fabr+c a minimum af ona ful( girders, steei deck, masonry reinfarcing �teef, waad trusses, manufacturad wood Joists and 91ue-!am beams #o mesh plus twa inches. LQps shali be wired tagether. engineer for review priar to fobrtcation. This review is for K�8�18f4I compliance with the intent of the structural g. Epoxy adhesive far reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent adhesive systems. desigr�, The architect andfor contractor c�re responsible for checking quantities, dimensions and coordinatian Minimum embedments, if not specifically indicated on ths drdwings, shaH be according to the with other trades. manufacturer's specifications. c. Dimensians: Check all ciimensions agoinst architecturai drawings priar to construction. Do not scale h. Meiric bar size canversion tabfe: drawings. METRIC i�H-POUND e. Construction practices: General contractor is responsibie far meons, methods, techniques} sequences and ��3 �� procedures for canstructian of this project. Notify struc�kural engineer af omissions or conflicts between the working drawings and existing canditions. Caordinate requirements far mechanical/electrical/plumbing ��� �� penetrations through structura! elements with structural engineer, Jabsite safety is the sole responsibility of ��� � the contractar. Aii methods used for �onstruction shall be in ac�ordance with the latest editians af the #�� #� !BC/IRC. #�� #� f. Details not speci�cally shown on the drawings shall be �onstrueted in a manner similar to the detaifs that #�� #� are shown for like canditions. These items shall be brought #o the attention 4f the structural engineer as #�� ��a soon as possible for ppproval, Approval shall be obt�ined priar to instailation. #��' ��� g. It is #he respansibility of the contractor ta cantact the strueturaf �ngineer at the appropriate time to perform �TRUCTURAL WOOD FRAMING: site observation visits. Observation visits to the jobsite by the engineer are for determination of general canfarmance with the canstructian documents and shalt nat be construed as inspectian. h. Thou gh every effort is made to provide a complete and clear set af construction documents, discrepancies or a. Except where noted otherwise, afi 2" nomina! lumber, except studs, shal! be Douglas Fir-Larch �2 and bett�r, omissians may occur. Release of these drawings anticipates cooperation and confiinued communication ond all solid timb�r beams ond posts 3" nominai and wider shafl be Daugfas Fir-Larch #2• between the COf1�Y4C'�4C, architect and errgineer ta provide the best poss+ble structure. These drowings have b. Studs shali be Stud grade and better pouglas Fir-Larch r�r Hem �ir, been prepared for the use af o qualified contractar experienced in fihe eanstruction techniques and systerr►s c. Built-up posts sha!! consist af Douglas Fir-Lt�rch or Hem Fir �� or better 2x4 or 2x6 studs per pian and ��p�c���, shaH be nailed t�gether with 2 raws of 16d nails C� 6" on center along each stud. d. Built-up beams consisting rf multiple 2x members shali b� ndiled together with twa raws of 16d nails spaced at 12" on center, ar with two raws af 1%2" diameter thru-baits spaced ot 24" on cen#sr. e. Top and bottom piates shail be Dougias Fir-Larch or H�m Fir #2 and better. Pfates placed direcily on concrate wal{s or slabs shall be pressure-treated Hem Fir �2. ALL LUMBER C(�NNECTOR� 1N DIRECT CONTACi WIThi PRES5URE-TREATEC7 LllMBER SFiAL� HAVE f. �edgers attached ta concrete walls shall be treated Hem Fir #2, or if �Vl. material is used, shaN have a A SIMPS�N ZMA7t FINiSH (JR EQUIVALE(�T continuous waterproof inembrane between the concrete and the waod. g. Woad beams bet�ring in beam pockets in cancrete or mc�sonry walls sha!( bear on a treated 2x6 bearing �{��N��-���� ���Ef7U�E TOP FACE JOfST block. Provide ,� clearance around end af wood be�m. Block against sides of beam packet with treated 2x blacking to provide lateral support far beam. {�A S(MPSON H5 4-8d 4-8d h. Beneofih solid ar bui(t-up co(umns nated on plans, blocking af area equivalent to column above shail be ° provided within floor joist spoces dnd in wall spaces below, Door or window trimmers consisting of a singie Q SiMPS�N I.SSU210 - 10-10d 7-1 t7dx1 1/2 stud do not require special blacking in the jaist spc�c�. i. Except as nated otherwise, minimum nai�ing shail be pravided c�s specified in the "Nailing Schedule" on the � SI��'�d� �-��U210-2 - '! 8-1 Bdx2 1 f 2 12-10dx1 1 f� drawings (2003 IBC Table 23Q4,9.1}. DQ SIMi�SON LUS210-3 - $-16d 6-18d j. Bolts used for woad framing connections shall be instcalied with standard washers and nuts. k. Unless noted otherwise, steel connectors such as thase manufactured by the Simpson Cc�mpany shall be used � SEE DETAIL 5fS7 - - - to jain rafters, jaists or beams to other beams at flush-framed conditians. Use all specified nails. � SlMPSCiN IWSSU41 �7 - 1$-16dx2 1 2 12-10dx1 1 2 Connector eonditians not atherwise noted shall utilize Type U or Type FIiJ hangers of a siz� specifically f % designed far the member supported, as shown in the manuf�cturer's published tables. Con#act structurai {�G SIMPSON HNU5.50f10 - 3Q--76dx2 fi f� 1Q-16d engineer for detc�ils as required. I. Waod nailer piate� insta3led on steel beams ar concrete walls far top-flange i�angers shall be ripped to N{� SIMPSQ(V lTT3511.88 4-1Qd 2-10d 2-10dx1 1/2 match the width of #he wc�li or beam ffange. Nailer plates supparting tap flange hangers from one side on(y � ���. U��� shall be insttilied flush with the face of wall ar beam flc�nge at the hanger lacations, - ' � m. Manufactured jaists shall be from an sapproved manufacturer and shall be e�uivalent in iovd carr,�ng capacity � SfMPSON 17T3511.88 TO 2x NAl�ER 6-14dx1 1/2 2-10d 2-10dx1 3/2 and deflectian criterla to BCC 6000 series jaists in the depths and spacings +ndicated an pian. Pr�vide blocking, bracing, wela sti#feners and ather accessaries as required by the manufacturer. {K� SlMPS��J SUR41� - 14-16d �-16d n. Prefabricated trusses shaN be designed by a Calora�la registered enc�ineer to support the fiull dead and live � SEE DE7AI� 6,j57 loads af the ro�f, c�iling, and any other superimposed iaads. The fabricc�tor shall determine web - °` ' orrongement and member forees. �octd duration factor for snow loads is 1.0, Calcuiotians �nd shop {M� SIMPS(7N MIT411.88 4-16d 4-16d 2-�Odx1 1/2 drerwings shaii be submitted to the architectfengineer for review pris�r ta fabrication. The truss manufacturer sha(1 specify r�li truss-ta-truss conneetions. Temporary and permcanent laterad bracing of trusses shal! be �i SIMPSON MIT411.$8 T� 2x NA(LER 6-10dx1 3/2 4-1 �d 2-10dx1 1 f 2 irtstc�}led as required by the trus� manufacturer. {Q} S1MP5UN LSSUI35 - 10-10d 7-10dx1 1 f 2 o. Laminat�d ver�eer lumber (LVL} shalC hflve the foilowing minirrtum praperties: 1. Flexvral stress _____________________________________ 2600 psi P{� S#MPS4N H�5.50ji1.88 6-16d 16-16d 10-16d 2. Madulus of elasticity _________________________________ Z,g00,U00 psi 3. 7ension paraiie( to grain ______________________________ 185C1 psi Q�} SIMPSOIV HB5,5�f9.5 F-16d 16-16d 10-16d 4. Compression paraliet to grain ___________________________ 2310 psi R�} SIMP�4N ITT359.5 4-10d 2-1Qd 2--10dx1 i/2 5. Compression perpendicu(ar to grain (parolle( to gEue line) -_------- 750 psi 6. Harizontai shear ----------------------------------- 285 psi �S-} SIMPSC7N CPS7 - - _ 7. Cannectian of rrrultiple-member beams: T� SlMPSON LB212 TC7 2x NAIL.ER 4-20dx1 1 j2 - 2-10dx1 1 f2 A. Tap-laacled beams i} For members 12" deep or fess, nail ectch member to the next wtth 2 rows o# 16d nails at 12'� {U� SIMPSUN TS12 - - - o. c. it} For members greater than 12" deep, nail e�ch member to the next with 3 raws af 16d nai(s at � SlMPSON CC7 1/8-6 - - - 12" o.c. � SltvfPSON GLTV49.5--2 4-16d 6-16d 6-16d B. Side-locaded beQms i} Far two or three member beams, nai! each member ta the next with 3 raws of 16d nails at 12" Q S(MPSC}N FfU610 {MAX} - 26-16d 22-1fid O.C. i�) For four member beams, bolt through w�th 2 rows of 1 f 2" diameter bolts at 12" o.c. iii) For members cansisttng af rr�ore than four rrrembers, cantact structurai �ngineer, p, A!1 IumE�er used in construction sh�ll have o maximurn moisture content �f 19%. q. Unless made of treated ar naturally dacay-resistant wood, aIi deek beams and joists (incfuding g{ue-iams) wider than 1�" shal( 6e seafed and flashed at the top surface per architect. r. Framing Notes: 1. Exterior wa1Js� A, Aff exterior walls are 2x6 studs CW 16" o.c. to a moximum height �f 12'-6", 2x6 studs Q+ 12" o.c, to a maximum height of 14'-�", and (2)-2x6 s�uds C� 16" to a rnaximum height of 17'-4„ unless otherwr�e noted. Wct11s taller than 17'-4" shail be framed with manufactu�-ed faminated studs. Cantact engir�eer for spacirrg requirements, if not indicated on pl�n. Cap with a dauble top pfc�te instailed to provide overlapping at corners and c�t intersections with other partitians. !f avertap is not possible, strop top piates with met�l �trc�p ties (Simpson ST292 ar aquivalent}. 8. Gable--end wa1Es sh�ll be balloon-fromed ta the bottam af rafters ar end-wal! trusses ur�less approve�i by engineer. SEE FRAM(NG PL.A�lS C, �ioor or roaf framin� m�mbers must be a(�gned to bear within 5 inches of the studs beneath. Ft3R hlEAQER SIZE �. Provide 7f1f" thick APA rated sheathin9 {Plywood or 4S�) rated 24f16, expasure 1, at exterior face af exteriar walls. Block ti{) iIOCtZOCitC3i �J4ECi�3 and nail pc�nels with 8d nbils spaced at 6" along panef edges and at 12" alang intermed'+ate supparts. E, Provide (3)-2x10 headers over all door and window openSngs, w�th one 2x6 trimm�r and one 2x6 PRt�VIDE A MINfMUM king stud each end. unless atherwise indicated. OF ONE KING 5�TUD, F. At beam beoring lacations in stud walls, provide multiple-stud posts equal to width of bearing G1}� AS SPECi�IED �N member unless noied otherwise. P�AN 2. Interior �oad BeQring Walis; ,t „ -•--- Pt}5TS SPECIFIED Oh1 P�.AIV A. lnterior laad bearing walls are 2x4 rar 2x6 studs (as indicoted c�n plan) C�D 16 a.c, with 1 f2 INDiCATE TRIMMERS ON�I' AN� 9YPsurn wallboard both sides unless noted otherwise. Cop wi�h a double top plate installed to D(3 NQT (�IC�UDE KING STUDS provide overlapping at corners and at intersect'rons wiih other partitior�s, If overlap is nat possible, strap top piates with metai str�p ties (Simpsan ST292 ar equivalent). B. Floor or roof framing members must be aligned to bear within 5 inches of the studs beneath. C. Provide {2)-2x10 he�ders aver all openings in woll, with one 2x4 or 2x6 trimmer a�d one 2x4 or 2x6 king stud e�ch end, unless noted otherw�se. D. At beam bearing locations in stud walls, pravide muI#iple-stud pasts @C�UflI �4 width of bearing /,''`� member ur�les� noted otherwise. ��.. .� TYPICAL WINDOW/DC}(�R HEADER SCAL.E. 1/4" = 1'-p,� �t�03 IBG FASTENiI�G S�HEDULE �TAB�E 230�-.9.1 � CC7NNECTfO�V FASTENI�IG fl� �' ��CATia�J 1. Joist tt� siN or girder 3-$d common tcaenail 3-3"x0.13i"nail 3- 3' i4 gffge s�aple 2. Bridging ta joist 2- 8d common #oencrii ecsch end �'y�-3"x0.'i31°nail L "� �x i'� t)4{�Pr S�t](Ji8 3. 4" x 6° su6flaor or fess to each �o1st 2- 8d comman face nail 4. Wider #han 1" x 8* subfioor ta each Jotst 3- Sd comma� fac� nail 5. 2" subftaar to joist ar girder 2- 16d comm�n blind and fflce n�i! 6. 5ole piate to jaist or blacking 96d t�t 18' o,c. typicai face nail 3" x Q.13f" ncaii a# 8° o,e. 3" 14 gnge staple at 22" o.c. wall ��n�� �� �j�� ar blacking at braced 3-°��� �er 18" 6rflced watl pr�nels p (4)-3" x 0.131" nail per 16" {4)-3" i4 gage staple per 18" 7. Top pta#e to stud 2- 16d common end nait 3-3"x0.131"naii 3- 3" 14 gage stople �. Stud to soJe piate 4- 8d common taenail 4-3"x0.131"noi! 3- 3" 14 goge stflpfe 2- t6d common end nail 3-3"xQ.13i"nait 3- 3" 14 gage staple 9, Doubie Studs t6d at 24" o.c. foce nail 3" x 0.131" nai( at 8" o.c. 3" 14 gage staple at 8" o.c. t0. Dauble top plates i6d at 16" a.o. typicvl face nail 3" x 0.131" nail at 12" o.c. 3" 14 gage stapie at 12" o.c. Doubte tvp plQtes 8- 16d common lap splice 12 - 3" x 0.93i" noil 12 - 3" 14 gage stapie typica} fQCe n�il 11. Bfocking between Joist or rcafters 3- 8d oammon taen4ii ta top piate 3- 3" x 0.131" nnil 3- 3" 14 gage s#aple t2. Rim joist to top plate 8d ot 6" {f52mm} a.c. toe�oif 3" x 0,'!31" nail at 6" o.c. 3" i4 gc�ge staple a# 6" o.o. i3. Top plate�, laps ar�d intersec#ions 2- 16d cammon face noif 3--3"xd.i31"nail 3- 3' 14 gagc stapie i4. Con#inuous header, twa pteces 16d oommon 16" o.c. alang edge 15. Csiiing joists ta plate 3- 8d common toena(i 5-3"x0.131"ntail 5- 3" 14 gage s#aple 16. Con#inuous header #o stud 4- 8d common toenait 't7. Ceiltng jais#s, laps over parttons �- 16d common minimum,MTable 2308.10.4.9 face nall (See S8C�10� 2308,10.4.1, Table 2308.14.4.1) '� - 3 x O.i31 na3f _ 4- 3" 14 gage stapte 3- 16d oommon minimum, Table 2308.10.4.1 fiace nail 18. Ceiling ,joists #o parallei rafters 4- 3" x 0.131" nail {See Section 2308.1Q.4.1, Table 2308.10,4.1) 4- 3'° 14 gage ataple 19. Rafter ta piate 3- 8d common toenaii {Ses Section 2308.10.1, Tabie 2308.10.1) �- 3" x 0.131" nail 3- 3" 14 gage staple 20. i" diagonal braca to each stud and plate �- y�� �ommon f�ca nail 2- 3 x 0.131 nail 2- 3" i4 gage atapie 21 1" x 8" sheathing to each laearing woli 2- 8d common face nail 22. Wider than i" x 8" sheathtng ta 3- 8d common fdce nai! each beoring wcall 23. Built-up carner studs 16d common 24" o.c. 3" x 0.131" nail �gw �,c. 3" 14 gage stapte i8" a.c. 24. Buift-up girder and b$ams 20d common at 32'" o.a. face nail ai tap and 3" x 0,131" nail at 24" a.c. battam staggered an 3" 14 gaga staple at 24" o.c. �pposite sidea 2- 20d common face naii at ends and a# 3- 3" x O.i31" nail each splice 3- 3" i4 gage staple 25. 2" planks 16d common ot each b�aring 28. Callar t(e ta rafter 3-- 10d common face nail 4- 3" x 0.131" nail 4- 3" i4 gage staple face nail 27. Jdck rc�fter to hip 3- 10d cammon toenail �-s"Xa.131»r,��i �F - 3" 14 gaga staple 2- i6d common face na3[ 3- 3° x 0.13f" ncail 3- 3" 14 gage st�ple 28. Roof rofter to 2-by rtdgs beam 2- 16d oommon #aenatl 3- 3° x 0.13i" nail 3- 3" 14 gc�ge stopla 2- 18d common face nail 3-3"x0.131"nait 3- 3" 14 gage s#apie 29, Joist to band joist 3- 16d camman foce nail 5-3"xp.131"natt 5- 3" '! 4 gage stapte 30. l.edger strip 3- 16d common face na1( 4- 3" x 0,131' nail 4- 3" 14 gage stflgl� 31. Wood s#ructurol panefs a�d parttcieboardtb 1 f2" and less 8d�� {per KRM q Subfloor, roof and wall shenihing 2 3f$" x 0.131" na(I" (to framin9)� 2 3 f4`" x 16 age° 19J32" to 3j4" 8d (per KRM9}a 2 3j$" x 0.131" nailp 2" 18 goge� 7j8" to 1" $d° 1 1f8" to 1 lj4" lbdd or $d° Singie Floor {combina#ion subfloar- �j4" and fess 8d` (per KRM}� undertayment to frarning): 7/8" to 1" 8d" 1 1/$" ta 1 1 j4'" i0dd or 8d° 32. Panel siding {to framing} 1/2" or I@33 6df 5/8" 8df 33, Fiberbaard sheathing.9 1 f2" Na. 11 gage rooflng nailh � 8d common noil No. 18 gage staple� 25j32" No. 11 gage roafing nailh 8d common naii No, 1& goge stapfe� 34. {nteriar pa�eling 1J4" 4da �1�" sa� NOTES TO 7ABl.E 23tI4.9.1 Far SE: 7 inch = 25.4mm. 2 3j8" x Q.�13' nails and 3" x 0.131" naiE� are standard 8d and i0d Gun nails. a. �omman or box nails are permitt�d to be usad excep# where otherwise stoted. b. Naiis spaced at 6 �nches on center o# edges, 12 inches at intermediate supports except B inohes at supports where spans are 4$ inches or mare. Far nailing o# waod sErucfural panel and particleboard diaphragms and sir�ar walls, refer ta Section 2305. Noils for wall sheaihing are petmitted to be cammon, box or casing, c. Gomman or da#armed shank. d. Common e, Deformed shank. f. Carrasion-res3stant siding or cosing nail. g. Fasteners spaced 3 Inches on center a# exterior edges �nd 6 inahes on cen#er at intermediate supports. h. Corrosion-r�sistant roofing rsaiis with 7f16-inch diameter head and i 1 f2 inch iength for 1 j2-tnch sheathtng and 1 3%4 inch length for 25/32-i�ch aheothing. i. CorrosPon-resiatant stapies with nominal 7/18-inch crown and 3 i/8 inch length for 1/2-inch shen#hing and 1 1/2 inch length far 25j32-tnch shetathing, Pane1 supports at 16 inches (20 inches if strength nxis is the lang di�ection of the panei, uniess otherwise morked�. J. Cc�sing or finish nails spaced B inches on pansl edges, 12 �nches at intermedlote supports. k. Panel supparts as 24 inches. Casing or finish naits spoced 6 inches on panel edges, 12 inches ot intermediaie supports. t, For roof streathing applications, 8d naiis ora the mi�imum r�quired for waod structurat paneis m, Stapies shflii hflve c� minimum crown width of 1j16 inch. n. For roaf sheathing q��?IIC4��OT�B, fasteners spaced at 4 inches on center at edges, $ inches at intermadiate supparts. o, Fasteners sp�ced 4 tnchas on cent�r at edges, 8 inches nt intermediate supports far subflaar �nd wail sFreathing ond 3 inches on center at �dge�r, 6 inches at intermedia#e supports for roof sheQthing. p. Fasteners sp�ced 4 irrohes nn cen#er at edges, 8 inahes a# intermediate suppar#s. q. (tems nated as "pe� KRM" hnve been chonged from the fBC schedufe to a mare restriotive requirement. �t ¢ � � I � • a � � • ♦ • i r , .. .� - f . E � ! ��' • SCA�E: 1 /4'° = 1'-p„ � 'w . .� . � i ! � � .- :� : � r r : :• :• :• . i � • • . - �: � r� � • . a - e . r . . . w �- •� 5�E PI.AN -�--T-� � ---- ���� � * ANCH�R B4�T AB��/E FIN{SNED FLUC?R AB�VE FiNfSHEQ GRADE A�JtJSTABLE ANCHtJR APPRC?XlMATE�.Y AR�HiTECT BC+ARD BUI�DING B�O�KfNG $��� �C}TTC?M eoTZOr� a� wa�� BEARING C�NTILEVER CONTftO� JOINi co�vc��-r� ►��sa�v�Y u���r CEMENT CEILING CENTEf��iNE �LEARANCE CQLU�tr{�I CONCRETE CONF�ECTION GONTINUQUS co�vsr�uc�rta�v CRIPPLE POST CRIPP�E WA�L DOUB�E DETAlL DIA�ONAL pOWEL DRAWiNG EACN EXPANSIC}N JOINT ���v�TiaN ENGINEER EQUCPMENT EQUIVA�ENT EXlSTING EXiSiiNG EXPANSION �xzERio� FC.tJQR DRAIN �au��AZio� FLOOR FRAMING FOOTING GAUGE GAI�VANlZED GENERAL . GLUE-LAM GYPSUM jGYPCRETE HEADER HORlZONTAL HOLL.OV� STEEL SECTION HEIGHT iNTERIOR iNVERTED KING STllD J01ST �t��. i.E.V �t�t�G(T. i.TWT. LVL ��� M AX. MECH. MAT'�, MANUF. MIN. ��� t�tC}M. C}. C. C}PhJG. t�SB R PLYWi7. �xr. R,O. RAD. i�E�. REINF. REQ'D RET. ��v. R.S. SCI-{ED. SEGT. SH T. SIM. S.1,P. SPEC. SQ. STD. s-r�. STRUCT. T TBcB T8cG T.O. C. T. Q.F. T.O.L. i.tJ.M. T, 0, T. t?. W. THRU TRANSV. TS TYP. U.N.{7. VERT. V.1. F. W.F. W.P. W. W. F. WD. W w/o EXTEND HOR1Z. REINF. 2'-0 PAST STEP, TYP. . � � �.. _._.M 2'-6 (�)-#�'S " `� 2'-6 ...�... �.r SEE PLAN � � � T. C�. F. . .� i' • � SEE PLAN � -�'- �r.o.w. z � � � 1 � EXTEND HORIZ. REINF. 2'-0 PAST STEP, TYP. ._._ �._.. .�. ..� �._. 2'-$ ����#��� X V`� ��-� ..__... _..r,. ..� .�.� �.. ....� .�. SEE PLAN T,O,F. � :• � � • • : . s • ! � • � � . � � . ,� '' • `i � ' • :! � ' ! ' ! :! � • . � �. � . Hf� . i �� LAMIt�ATEC} �.t7NG �.EG VERTICAL �ONGITUQINA�. LIGHTWEIGHT LAMIt�AiED VENEER LUMBER LAMiNATED STRA�tD RiM MATERIAL MAXIMUM MECHANICA� MATERiAL MANU�ACTURER MINIMUM NEW N4MINAL ON �ENTER tJPEN(t�G t?RIENTED STRANQ BOARD FLATE PLYWOOD POCKET ROUGN QPENING RA#�IUS REFEftENCE RElNFt�RCE/REIN�ORCEMENT REQUI�ED RETAlN1NG ��v�sia�v RC1t�GH SAWN SCHEDULE �ECTlO�# SHEET �IMILAR STRUCTURAL lNSULATED PANEL SPECIFICATIQN SQUARE STANDARt� s-r��� STRUCTURAL TRIMMER TOP 8c BC1T1"OM TONGUE 8c GR�OVE T�P {�F CONGRETE TQP C7F FQUTtNG i0P OF �EDGE TOP OF MASQNRY TOP OF TOP �7F WA�� THRO�IGH 7ftA�JSVERSE TUBE STEEL �t7�.UMN TYP(GAL UNI.ESS NOTED t7TNERWISE VERilCAL VERIFY IN FiELD WlDE FL.ANGE WATERPR4QF WELDED WIRE FABRIC WOt7Q WI TH W1TNC7UT �..... . � � �f-s ���-��'� " �-�-_ 2'--6 � � � ( � SEE PLAN� � T.O. VV. � r n 2 -6 ' � � � � � � � .`�"'. ."�"' --- 5EE P�AN T.O.F. �..,.. ..r�. .�....� � 2'-6 ��)-#�'� " i~�- �'-6 � .....�.. � .e,. , ._..._ .... ryt�nrr � �. i� � � .�� ..+� � .�. ,�.__ 3. DIMEI�SIONS SNOWN ARE APPR4X. BUT THE SLOPE MAY N�T BE STEEPER TFSAN 2:1 4. BACKFI�.L A�JD BA5E �C71�5 SFlALL B� VER(FIE[7 SY SOIL5 ENGiNEER DURING CONSTRUCTiQN t�F WALL � � 1 2�9 � yACTIVE= 35 PSF � yPASSIVE= 300 PSF OVE�RTURNING F.S.= 1.5 S Jt�tV11VV �.�.= �,� � �1�������{,}��; � � 30° y= 110 P�F : �:;::'�:�';:�-::t E ;�:..,.;,;.,;;,;. : . :::. °�- . � . . . � ...... � _, �����Y���, � • E � . . ::.:,:.:.•:.• .:.:;: ...... • • � - . ....';. �� �:r--:: * . R : s :��� ���: � � r � � � � • � � � � s � � � * � � ♦ a � � � � r ,�sE _ ,� r�ry�� a✓ � aou��� ��r,a�u�r�c w,a� sc��au� TIER HT. (H BENCH LENGTH (!b} TOE DEPTH 3'-4 �`-0 i'-0 4'-Q 5-0 1'-0 5'-o s'-s t "-a s�-o ��-s ��-o SCALE. I�,T.S. �, . � I �� i 1e i1• � C'� .� a� � zz � t� rn � .� � � C ,� � N � L � U � � � � .- __� -i � � i ! • �:�, i .-.., i '� � • • �. � � '-� � ir . -----, � �� • .. • .. . • . *.•» M i •� : i i .. .. . : ���� ti ��rn� �- � t � rnrn oa�� � ,�..-. ciJ°¢ LL > �v:�. design�d �y RAU drawn by JDN checked by issued # # i � • ! •• !� �• • • •• � r � w � � � M 7 ' ! � i• ! .. � ' � • ii " � !• �• Si���� _� t� �....� f: ;'� • � � �, � � S7 S8 T.Q.W. _ �184'-8 � � T.C3.W. = 81�3'-£? -r.c�.�. - �� ��'-c� � � -r.o,�. = s� ��=-c� � ;�� — _ T,O.W. = 8982'-8 � - 8.0. YV. = SLQPED - F.(?.W. = 818Ci'--� STEP i.Q.�'. = 8171'-2 .,---''� T. Q. F. � T.4. W. = 8178'-0 � — � T.O.F, - 817�°-5 ,,- � ,��--��� ,� �' _.._ .�' ��,,, � } � i� f,.f T. Q. W. - 8178 - 8 � / � � � T.Q.F. = 8171'-2 SEE S3 (►�AfN F��JOR FRAMING P�AN} F4R /� � , 8175'-11 1 2 � � � � A�� PATIC}, PLANTER WAL�, AND RETAIf�ING I T.4.W. = 8183 -6 T,O. S�.AB WA�L C7IMINSIONS. / �/ T.D.F. = 8172'-5 � �TEP � � � T. �?.F. !I �-.o.w. = a� ��'-o /� = `� T.o.w. = a� ��'-� � f T.U,F. = tJ�74y^G #.V.F. = L7t J 6�°2 1'_£}„ 14'_2" 3'-10 i/2" '� �_ � � 37'-3 1%2» � �' ,�T.C3.W. = 8176'-8 T.C} �5LA8 � � � � �� 8174'-2 T.O.F. = 8171'-2 � �• T 0 SLAB T.a.W. = 8182'-$ �� 14 . . �,,� T.O.F. = 8172'-� �' � T.0 W, = 8175'-6 3/� S6 � T /� ��/ pq i p �. V F. "` C? 1 7� �' G /� � r � 1.V.Yt. = C?17��L? �.V.W. = 817�-3 3f4 �, � r.o.�, _ �� ��'-� T.o.�. _ �� sa�'-� � T.O, W. = 8174'-1 � x r `� 5 � S8 � �/E� � �'Y �, �.,� SI T�k� � i �-,c�.w. = s�a�.'—� s� _ � � � -r.c�.�. _ ����°—c� , f;�,; � . f,�,, �� _ � � � � � � � STEP T.C�,W. = 8i83°-8 T.Q.W, = 8186'-2 T�t7.F. T.Q.F. = 8175'-0 � � T.C}.F. = 81 �5'-0 � � � � --� T.�.w. = s�s�'-� �,r2 ``�. '� , T.{�.F. = 8171 -2 �j � � _ � � � � I �' � � � � .,� � ��,, s�r�� � ,/'� .%� � T.a.F. AL�. PAT40,�PL�i�T� RR WA� �' AND ETAINI�NG _ „ ��i .� � _,�,,__������ , WA�� QIMINSI(?NS. 121 -5 5f8 p SLAB � � , _ 2,� � 3_ �,r 2' ^ 10 i ,/g,a � 2'-7 3�4„ 6'-4'f 17'-1 5f8" 3'-g" 2'-10" 5'_6„ 2'-1Q„ ,_ �� , �re ��� �"�� 8176 -11 �r.o.w. = s�s3°-� ,/� � � T.o. �Ae B4O.W. = Sl�OPED � � � � � STEP � � � ' T.O. F. � � 8174`-2 i.0. SLAB � B.0.4V. = SL.QPED 8175 -5 1 -�, "8174 -0 3/4 � • _ �% � � ,r � �zv � __ ` �� � � � 7 �I.i./. ��..i"�Q + � � i! s_�_ x ' � ._.__�_ _.___ t'� ¢ � T.O. SLAB T.O.W. = 8177 -0 �� ' S6 8 � � �r cv �� �" �. ��� i � � �.4. W. - S�OPED �. x � x �` ('�' i � � � I �, —� � � �. a A � � r— O� \ � 1 ��, � � I T.O.W. = 8178'-8 �` � °--- - T.C}.F. = 8172'-5 � t i� I� � T.C?,W, = 81?5'-9 3 4 � A �8173'-11 1 2 A � 6 % � T.C}, SLAB T.D.F. = 8i64'-8 t° � S6 4 °Q T,O,W. = 8173'-4 8174'-2 I � ,�.� S8 � A - � B.o.w. = s�.o��Q ` T.o: s��e � J � . - 4" CONCRETE S�AB QN 4" C�EAN �RAVE� BASE T.4.W. = 8168'-0 QN UNDISTURBED GRADE OR CUMPAGiED . T.O.F. = 8164'-8 STRUCTURAL FILL PER Sti1LS ENGINEER. � � T.O.QPNG. = 8174'-6 REi�lFORCE S�AB WITN 6x6--W1.4xW1.4 WELDED �` i� �---' WIRE FABRIC THROUGHOUT. PROVIDE 1" DEEP t° s'i�. 7.O.W. = 8173'-4 � SAWN OR TQOLED CONTRC}L JOINTS AT 15_0" � � � T.n.F. = 8164'-8 � MAXIMUM SPACING EACH WAY. ;' T.O,W, _ $i75'-9 3f4 56 T.�.F, i 8164'-8 � �'-� 1 /s" � �, ��n. � � � �,� PKT� 8165-4 � � � � / I T, Q. SLAB � � � � BM. T.C}.W. = 8168'-Q � x PKi, z T.�.F. = $164'-8 S6 `� !�` - °C' T.O,OPNG. = 8174'-6 ��.� "1 4� T.O.W. = 8175 -2 E o�� _ , `� � � �`'y �'29'...,�r „ T.C7.F. = 8164'--$ � �- --� . 3�$ � � $ - '�"""+-....,,.,,�„� lf -_..,,__„ 9 5/8�, 8, _ 3 1 �/4,� � T.a.W. � SLOPE � � � �( � � ` T.O.F. = 8164'-8 � EAST ( 8175'-2 S6 ! ---- N �� � 1 � wA�� ��% i.0. SLA� o0 � CENTER � � `� � j -r.o.w. = s� ��'-s �/� » � � � °° A�-- --} � i 1 � fi T,a.F. = 8i 64,l� 2 3/4 � � � 1 � � ,� ° � j ��- � M `-� � 15 - 2 1/2 � t ' ' � � '�`� ! :-" � � �� T.O.W.=8168-0 � � T.O.F'. = 8164'-8 � �" � " T.O.QPNG. = 8174'-6 \ � �' � � � � � A �a �' -r.o. - s� �s -s � c� � N � ,�..�4 ' ��i 77'-2 � ��r ' � 12 T.O. SLAB 8.4. ,= S�QPED � e- `� � S6 � ° � � � � ,� � BM. � S6 � "rt —, , � S� s I� �1 � �' �,� BM. � PKT. � �// I � I.� � PECT. `�. 1 � f I e° I_... � .- _ � , STE � T.O. W. -- 8177'-9 3 j4 �- T.t�. r,o.F. _ ��ss'-s � , � �—�j� rZr—�,�r 8165'-fl 8167_' _0 , T.C7, S�AB � _ � T.O.W. = 8177'-9 3/4 " iY T.O, SI.AB ' � � 1'-6 1 /�" � `� �, T,�.F. = 8166'-8 '¢�, l '` 8167'-0 `� 1 ' � `° c° T.O. SLAB '� ,. . 8 T.O.W. = 817 '-9 3j4 � R��'-10 �� � �- d- T.4.F. = 816 '-8 �� `- 6 1 f 8" � r� �0'-5" 11'-g 1 %g" � � cs� � � i 4» CONCRETE SLAB ON 4" CL.EAN � :~ � �' GRAVEL BASE ON UND15i'URBED ` , „ � -'� � � � � � � GRADE OR GOMFACTED STRUGTURAL. FIL� PER SOILS ENGINEER. BM, � WEST CURVED � o � WALL CENTER � � I � � � WE DEC7� W1RE�ABA R C THROUGHOUT.1.4 PKT. r- r� BM. •- � PROViDE 1" DEEP SAWN 4R TOOLED �' BM. � PKT. � U,F PKT. � � CONTRaL J01�lTS AT 15,-�0„ MAXIMUM PKT. ~ I_... � f� SPACING EACH WAY. j � � � �r—� 1 f��x ¢ � �� � ►�} _ N � � �'r T` � 2 � � � � S7 c� � � � � �i I 8167'-0 , °° u� � � � � � � Si �,� gg j,O.W. � 817?'= 9 3/4 S7 �t- � � T.O. SLAB �-- --� � ( j � .4.F. 8166 8 , � T.O.W. = 8 75 -0 `� T.Q.W. = 8i75°-9 3f4 � � i � i � � � T.4.F. = 8166'-$ C° � T.C7.F. = 8164'-8 q � o A� � � fi r 14'-� 1/2" I ?,_p°� �3'_g g�g'� � { �� T.O.W. = 8177'-9 3f4 � S6 � I � � � '� T,Q.F. = 8166'-8 � f�s ( � `� � � � � r- ( � `�' io � � A� � �� � /` � i , � u� � :— � r- � t.____ .._� = si s5 -o � «� �' �- �Js" �°-� � �/s" � /' \ r�t � in � `,. STEP T.C3, S�AB � ' � �- ( fi p � � �' � BM. N T,�.�. � 1 �., 8166'-6 �� - � - - -� r� � PK7. � ( I '`� � � _ � E "� T.C7. SLAB ,%� � � � � � fi c� �,, BM. .�.W. 818 ' S �' � � � \ tv � _ , » i PKT. .�.W. $17 '-0 I STEP �$ � �n `�.. � T.O.W. = 8175'- � 1 ,� �y BM. � _7 cs � � � �o T.O.F. � x ,�,f� S6 '`a r� 9 3/4 �� '� PKT, T. ,W. = 8183'-5 8177 -2 • E � � � � � ( T. .F. _ �177'-{� a �+T p T.U. SLAB � `�' � _ � T.C}.F. - 8164'-8 � � � � r � � � � J t �1� �. � � � � T.O.W. - 8177'-9 3j4 T.O.F. "� � '� 1`.O.W, = 8175'-9 3%4 � � `�. d- T.O.F. = 8167'-8 � � T O.F. = 8166'-2 T.Q.F'. = 89fi3'-8 ;� $164 6 � ~ � 0' &'-10 3/8" p' 3'-4" 0' 1'-2 1 f2" , � � � ( � � ``� I T,4. � B r �` STE� � E". �/ �a � � �" 8 75'--2 a '� � T.O. � � r. , s�.A �s � '� s�� � 1 � °, /` T.o.w. = � 7s-� � /� �- e I � '� 1 S6 `�.. ¢ � r � T.U.F. S� i`- j � � `F � T.O.F. - 8 86'-2 � �. '- � T I °Q 8172'_0 STE ��_��a _�--- S6 , 'o T.O.W. - 8 74'-8 `° � -�----- i.Q. T.t�.F. = 166'- fi �, -t__ _ � STE $10.� SLAB T,O.F. = 8 65'-$ �,, � � a� � � '` 1 T.C7. SLAB STEP � � �� `�' T,O.W. = 8177 -9 3%4 T,Q.W. = 8176'-6 � t'` T.�. . T.0 F. 2 T,O.W. = 8179'-9 7f8 �. 57 T.C}.W. = 8i70'-6 T.U.F. � , T.O. .= 817 '-� 1/2 � __._ �6 T,C},F. = 8164'-2 � 1 1 2" x j ( T.O.F. = 81 �i6'-2 ���' 10 T,C}. = 816 '-8 (� � � � j � 1 i �� �-- � $171'-6 T.O.W. - 8186'-8 `�'i�, S6 -,_._ �-- � �- / � a � � '"� � � T.O. S�AB T.O.F. = 8166'-� � � ' i% � � 4'r CUNCREi'E SLAB ON 4" C�EAN � I � �U';� GRAVEL BASE ON UN[�ISTURBED M j �' T.O.W. = 8172'-2 1 j2 � STEP BM. GRAi7E OR COMPAC7ED T.C}.F. = 8165'-8 � T.O.W. = 8179'-9 7j� T.O.�. PK a� s6 � T,(7.W. = 8171'-0 9/2 � .� T.O.F. = 816�`-8 STRUCTURAL FILL PER SOII�S �- , T.Gt. = 8172 --2 1/2 � , Et�GINEER, REINFQRCE SLAB 1MTN `�'i�,, 5EE S3 (MAIN �LOt�R FRAMING PLAN) FOR `�. T.t�.F. = 8165 -8 T,O.F = 8165'-$ � T,4,W. = 8169'-6 T.C7,W. = 8177 -- 3f4 � � AL� PATIO, PLANTEFZ WALL, AND RETAiNING "� T.�.W. = 8� 7� -2 i J2 T.Q.F. = 8164'-- � � 6x6-W1.4xW1,4 YVELDED W1RE .- SEE �3 {MA►N FLOC�R FRAMI�IG PLAN) FOR � T.f3.F. = 8165'-$ fi.O,F. =$165'-$ � � - S�OPE �ABRIC TNRtJUGH4UT. PROViDE WAL� DIMINSIQIV�. I ALL PATIO, PLANTER WALl., AND RETAINI�tG ° $„ -.,,., 1" E�EEP SAWN �f� TflOLED ;�. � g» ,Ct.W. = 8170'-4 � $'> � � � CONTRO� �101NTS A7 15,--0°' � .4.F. = 8167 -$ x � WALL DIMiNSIONS. � � T.4,W. = 8177'-9 3j4 MAXIMUM SPACING EA�H WAY. "'� 1 T.O.F. = 8165'-8 � ( � � � � � a� � � � �� � !—'4 � � 4J �� (�" t� � �� S C A L E; 1 4" � � r _ �„ �� � .— � � T.O.W. = 817i'-9 3f4 � � PLAN N�TES � � s�o�� � � ��e.o.�. = s�s7'—s �.�.�%. ���3��—'� „i � � = 1. ELEVATIONS {}F CONCRETE �'C7UNCiATlON ELEMENTS (NDICATED C7�! PLAN THUS: N OR TH T.O.F. = 8165'-8 � ° T.t}.W.=TOP C7F CQNCRETE WALL T.O.F.=Ti�P aF CONCRETE FOOTING � 89 69'--Q 8169'--6 � � � �� p �AB 2. TdP E}F �'t�OT►h!G EI�EVATIpI�S AE�E BASED �JN FlNDING At}EQUAiE SC}iL BEAftING T.4. SLAB C4NDlTIC7NS AT THAT DEPTH, CONTACT E�IGENEEft (F �VEREXCAVAI�C7N i� REQUIRED. � � 3. STEF�S 1N TOP �?F C4NCRETE WALl� lNaICATE€�: __���� 1'_4" 4>' CONCRETE SI.AB QN 4" C�EAN GRAVEL �'_q." BASE ON UNaISTURBED GRA�E OR 4. CC7hITINUOUS CQNGRETE FOOTI�tGS ARE CENTERE� BENEATH Ct}NCRET� FOUNDATlON COMPACTEI3 STF�UC7Uf2AL FIC.L PER SOILS WA�LS UNLES� N�TED OTNERWJSE. �sy � 6x6 � W�4xW1�,���WE DED WIRE FABRIC � � 5. GONCRETE Ft7UN[3ATI4N WAl.LS ARE i 0" THICK AND CONTINU{7US FO�T#NG� ARE 12" � TOOL�ED �Ct�NTRC}L�oJQ�NTSy' � DE�P �SyAWN OR � � THiCK x 34" WI[�E UNLESS !VC}TED �THERWfSE. 6. DO NC}T SCAL.E C�RAWf�iGS, � MAXiMUM SPACING EACN WAY. � � x � � � a � � :. T.O. W. = 8173`-6 � I � T.Q.W. = 8172'-5 1 j2 � T.O.�`. = 8165'-8 T.C}.F. = 8165'--$ �6 � � � f� � __.�._ �y-z �/s" �„ s,_�„ �°--� �/s'+ 2'-� � fs„ � ►•� � x � � i � � 8171'-4 � � T.C7. SLAB � � � � � 1'-4" 7 7.�3.W. = 8174'-3 1 f4 �. � � � 1'-4:� T.(�.F, = 8967'-8 S�� S6 � � � � � SEE S3 {MAIN FL{}OR FRAMiNG P�AN} FOR AL� PATIC7, P�AN7ER WALL, AND RETAI�lING w��.� Q�r��rvsiar�s� � s'-s �/�" s'-� � /a�" ��_�» ��_�ri �t_on �S��D! ��G�r'� ��Vyt � SPREAD FOC�TING SGNEQULE TYPE 51ZE REINFORCING a 2'-0 x�'-t� x 1'-0 (3)-�5's x 1'-6 EA. WIiY i3 �`'J'°{} X rJ}—i� X i i°� ��j—#rJ' �S X��—f7 ��1. ��l', 23'-6„ 3,_�» � 5'_3 5 f8,� v�r���� ��vc�� su��o�-r NEIGHi OF ANG�.E EXPANSIQt� VENEER SlZE ANCHC?F2S Uf' TC7 8' 4x4x1 j4 5 f 8"� x 4" t� 24" $' T4 9 4' 4x4x1 f 4 5�"�s x 4" C�t 16" 14' Tf� 20' 4x4x5 j16 3,f 4"�3 x 4" C� 24„ 20' TO 26" 4x4x5/16 3 f 4"� x 4" t� 16„ 14'-a" � U Z � H <F � (�t) O' U� � � � 06/22/2409 � � aa � ¢ cv '� � � � ���. � ¢ oa°7a�i � �t��� � ���rnrn t� w �► ,-..-, �� ����� � co cn J .....,� p3 � t� � � �tf7N"}� � � �+ os �— � d- o� os c� � CX7°rn� � ��...-. N C)=ih�¢ � n: > °,,.�' �. � � � � � � � � • � � � � "'� � � � � � � r--� �.J � � � � � � � � � � � � � � � � � � � � � • r-1 � � _ designed by _.���.._.... � dre�wn by JDH CV checked by issued iv � �RE�i� � ��o4/os `� PERMIT 12,�13�t�f C° REVI�E(� 1�17 f Q7 F�EVISED 0��18/07 REVISED 1 tJ�Q9/fl7 P(�ICING 12 f � 3/�7 �EV�sEa o�/2�/0� RE'Vl�ED t��/22/U9 5�1�8� ��������� �� � � ,� � .� 4 ��� s� � �. � ���� ������ �� �� ������ �� l �� �' ,�) r: ;�l� ! I �. x 00 \ ti? c� I r- T.Q.W. = 8174'-2 T.4.F. = 8165'-8 1 � � i � j ' � • 1. iNTERIqR Wdt7D SiUD BEARING WA�LS ARE IN�74CA 2. POSTS BELOW {aRlGINRTING FROM THiS LEVEI. OR NON-C�NTfNUOUS POSTS FftQM ABQVE ARE IND1C SING�E STUD TR1MMEftS TNAT D4 NC?T REQUIRE S 3. ALL GOLUMNS ARE LABE��ED AT TNE TOP. 4. F1.00R SHEATHING IS 3 f�" TONGUE Al�D GRC?t}VE RATING 24 O.C. 5. ARE 3F� SH WITH F�OOR�JOlSTS�UNLESS NOTED ([ 6. „C),� INDICATES COC�lNECTIQN TYPE - REF. S1 F{ 7. A��. FL.OUR JOISTS ARE 11 7 f 8" BCi 60UC} 1.7 C� 8. E�EVAiIONS OF CaNCRETE FOUt�DATION E�EMENT� T.O.W.=TQP 0� GONCRETE WA�L i.t7,F.=TQP 4F 9. TOP OF FOOTING ELEVATIC}NS l�RE �ASED 0�! FIN CONDlTIC?NS AT THAT DEPTH. CONTACi ENGINEE� .... w rt r .� /.t�t r��.t^� ,� I�tt 1 G. STEPS IN Tt7P OF CQNCREI"E WALL INDICATE(�: ^_��r � 1 i`. C(?NfiINUOUS C�NCRETE FODTiNGS ARE CENTERED BE�lEAiH CONCRETE FOtJNDATION ` WALLS UN�ESS NOTED fi�THERWiSE. 12. CONCRETE FOUNDATION WALLS ARE $" TH1CK AND CONTINUOUS FOQTINGS ARE 8» TH1�K x 16" WIOE UNLESS NQTED t?THERWISE. 13. D� NOT SCA�E DF�AWINGS. NEIGHT OF ANGLE EXPfiNSiC7N WEB STIFFENER EA. �ID� VENEER SlZE ANCHORS C7F' WEB C� BEAM UP TO �' �/8"� x 4" t� 2#" __._ BEARlNG LOCATIaN. 8' TQ 14' 5 j8"� x 4"' C�➢ 16,� 14' TC} �{�' 3/4"� X 4" C� 24r: 20' T4 26' 314"� x 4" C� 16>' 4x4x1 4 �xa��� � 4x4x5 16 4x4x5/16 " � � !! i TYPE SIZE � 2'-0 x 2'-0 x 1'-Q REINFt3RCING (3)-#5's x 1'-6 EA. WAY a 17f-5 1%2 1�Vx°L �.____ � ��������� � Y.�� � ti,'. `._z � � �;�s;�� �� `�`°�`������� �::��� `����� �1 F- Q �-! �' � � U � � � � • / ! � � � i i • � � � � � � � U � L � U} � � "� r � � � � }-�- �- � Cn t3� C.� Q t�} tY"} Z � N � � � t.� ,,-.,--. �i-��¢ ����� c� v� � .r.,... �� �c�L?Q�?� `�°�rnrn pQrna¢a � .-.r-v _j C? .�C �'Q � � d 7' �...v � �+ � � � ���'1 �i � � . �..�j � � � � � � � � � � � � r"'� � � � � �'••� � � r � � �r-1 � � � � � � � � � � � • r-� � � ., �- • :� � . �� t � 'f • � • M � � � • � ' !i - � • " r !• : • " i • !* • .. � " i i ii " � •. !" Sit��t E� ' �' �) -,.� � ) �: ; � s ! � �� � ��� i � � 1, IhlTERIpR W04D STUD BEAR{NG WAI.L.S ARE iNk�IC 2. P4STS SELUW �ORI�IN�TING FROM THiS I.EVEL � NC7N-CC?NTINUOUS POSTS FROM ABaVE ARE {hlDl SINGl�E STUD TRIMMERS THAT D{� Nt}T REQUIRE 3. A�.L COLUMNS ARE �ABE�LED AT TNE TOP. 4. F�UOR SHEATHING IS 3/4" T�NGUE AND GRt}OVI RATiNG 24 O.G. 5. (XXX'-XX") lNDIGATES TQP OF STEEk. BEAM E�E` 6. ,� Q„ INDiCATES COh�NECTION TYPE - REF. S1 � 7. ALL FLC70R JC�IST� ARE 11 7f8" SCI 600� 1.7 C�D 16'� �.C., TYPIGA�t UNLESS hif3TED t}TNERWlSE, �' �� �b�/ � �� l� �� � ` �`� _ �. ���.� . ;� o � ����*�� ����"� `� ���.,.. � . • i !• 11• � s • • C71 C .� N � C .� i a� � � � +� � � � �-+ � .. . .. . • . � •. •s • • s �, • . . .. • . . ���� ���� ¢0°oarn p��o�i �� � �ox p—t��t t1. � �U � Tt1 � ul � � � � tiJ./ � . �{ � �,Jri � � � � �j,�, �� • r i !�"� � Q � r� � � � � � � � � � �1 '!"'� tiL� ,,.�r � � `1��� � � � h�,� r� � GC$ � ,� � � designed by RAU drawn by JDH checked by issued .. f, f• • ' �• ' i M ' ! •• : • " i • !* ! � s # � % � � O � � i! �* S�1�8�. ��` � ��� � � !: ;�i� r � . � � �$ � j f:�s�'►���[#�r�[.`A � � � � � � � s ♦ a ` N � � � .�. E. � /4x, � � , � �,x 2. POSTS BELOW ARE Ih1Ct1CATED: 0 N4N-CUNTINUQUS PC}STS FROM ABOVE Ai�E iNDlCAiED: � SINGLE STUE7 TRiMMEi�S THAT Dt} NOT REQUIRE BLC?CKING BELOW ARE it�DICATED: � 3. AL� CC7�UMNS ARE LABEL�ED AT THE TOP. �. RC�OF JNEATHING IS rJ�%S�r APA RATEL7 �HEaTHIh1G� EXP,�I� SPAN RATING �C}��LC�. 5. "�} " IhiDICATES CONN�CTipN TYPE - RE�. S1 FOR SCHEDU�E. 6. ROOF BEA►�S, EXGEPT HEADERS, ARE F�USN FRAME[3 UNLESS N4TED AS �DRflPPED). ?. Ai.� R(70F RAFTERS ARE: 2x12's C�D 24" ( } HSS FRAME C�D 24" { ) iYPiCAL, UNLES� N07ED aTHERWISE. 8. �� INDlCATES ROOF {3VERFf�AME. OVERFRAME W1TH TRUSSE5 TC} MAiCN SPACING aF ftOq�` H��, �,� � , F. �.�„� a ..m��.m �.n : � ���,� � �.�- .� �,,w� �x � .�m-� � t. ��; �El�t3W, WITH 2x4 CRIPPLE PpSTS 70 RAF'TER aR TRUSS BE�OW SPACED 48" 4.C. MAX A�ONG EACN� (7VE�,°�a�18���' ' �RAME MEMBER. � i � f� 1 TYP. ;WlSE �x1� �QOKOUTS C� 24", TYP. ; _ z � �� , � Z H � � J � � � � U � � � 1s i1• � � .� N � -ti � � cn � .� � � i .� C v � �. � � U � � � � � oa ¢ � � � O 'd Q � Q � � z �c��tQv�io��s �'=�'o¢ cts � r r� t� tt? i� `i ti✓v C��.��� „�carn.- '`��rn� p°rnrn t]D ,,.,,w,.,� '"� 1� d tl. > �v��`... V1 � � � � � � � . r{ � � � � � � � � �r-i � � � � � � � � �,.� � � ., � � � � � � � � � � � � � r � � � � •' ! '• ! � � • � i � '• ! �s �! r � � � * • i ■ � � � ! ���� � ' � i• : • ' ! • �• • � � � " � � i's - ! •• f• sheet ,�� � — �1 [� �) • : ; +� • � ' n � . ._ z � b ►� � 0 I P SIMPSC7N CPS7 BASE � Wf #5x1'-6 DRIVEN INTO ���„�Xs" r+o�� i�v�-c� CQNC. �+&r 5f8"� HC}LE i� �V3i � .. a- • PGST PER P�AN fr- STQNE VENEER, CAP, & FLASHlNG PEF2 ARCH. a . . - � - ;. . .- . :-,. . • • : : �� • � � � ����!G�'�� 1 f 2„ EXP. MAT'L, TYP. PER Pl.AN ., = T. C►, SLAB r n . v �' . . . � O � ��� � +f. � • • . � � � A 0.. � � � � ���jf���� f;�' `�% � ��\�,���,,.. //�,O/ 2'-Q,� $„ I � �—+ i�"� co�cc. �i�� � ! " � z ( �4}-#5 C11N�S x � J � � � ls. � �» #3 T1ES x �" � � � � Qt 24" �.C. � � SEE SCHED. Ft�R REINf. EQ. EQ. SEE SCNED. BASE �, 5 f 8x10x0'-� 0— w� {�)–� /�" � x � o>� A.B,'s Qh! 1" MIN. SHIM & GRCIUT G, ' d a� •� • PQST PER Pi�AN ,.-- ST�?NE VENEER, CAP, 8c F�ASHING PER ARCH. i �� . . . .� 5 d 4 d. �a.. , 2x4 QI� 2x6 STUD ,,�--''�� BR�. WALL CONT. TREATEt� 2x6 � W f 16d DRI1iE P1NS C� 16" Q.C. (IF HEATEQ S�AB, G�UE �, TtJ CONCRETE} PER PLAN � . ° =d. T.O. SL.AS a t , `\'f\���\r��� O -,., ;r� � �;. a. !. , a � � � � / / f /i ,— \/ � % �%/ {��—#�J'�S .(`.Qhi�. KQ��Z. '\ �/ �QC' 04 O11� � EQ. EQ. � � , „ � C���!!�_C.L.L.L.� � f�}, EXP. MAT'�., TYP. ��" 4 OPTION 2 2X4 QR ZX6 STUD " v " ,, ,, �-''�� BRG. WALL � � s s • ° � . ,� f���ff�����`�'' COhlT. TREATEf} 2x6 1� W/ � %\,��� � 16d L7RIVE PlNS t� 16" O.C. �,r {IF' NEATED S�AB, GLUE $„ C�NC. S�AB PER P�AN R TO C4NCRETE) t, ,� „ � PER PLE CAP � 3/8 x2 x4 Q Q. °. � �, T.O, SL� � �,,, ., • � ° � ----�-- BOLT PEft MANUF. ,� � d ' x �°'\. `. � �. * . . °'. • ., . j'.,/.,/ .,, --° t0 . ir� i; __._ ���,�.� .�,������r ; ��1��— TS SLEEVE 2x2x3/16 , '�i ; �����` � {2)-�5 s CONT. HOR1Z. f��i EQ, EQ. �r�,f � HELICAL P1ER BY OTHERS T(}P 8c BOT x (SEE PLAN FOR REQUIRED �'_q." � �OAQ CARACITY) �P�nar� � ! � l SCALE: 3/4" = 1'_{J" �,_------ TS PER PLAN 1 j2" EXP. MAT'L, TYP. �ER PLAN � ° �: - a . � ' d, . �� � � �. �. T. C(�l. SLAB 4f <P e ' � z 0 0 � d' ��'.... . .... �I r/`,i/\`if`�ir:\. nl-lr �� t) //'��f/�` O � Dj�i' I ! � � M � �e— � SEE SCHED. FQR REINF. EQ. EQ. v � � SCHEL}. WIDTN '� SCALE: 3 f 4" = 1'-p" I 1..i111�I4I41t VI\/-lill 1 1,��♦ 50(�S ENGINEER �� SCALE: 3/4" = 1,_0„ R & 'ER ARCH. AT'L, T'YP. AB PER P�AN $� %.�"Jr°�4 T T.O. SLAB •- � �: � ` U, G. TYP. Z. C� 16" O.C. TYP. � S6 STONE VENEER --__.�_� PER ARCH. ''- 2x6 STUDS C� 16" Q.G. Wf 1 j2" PLYIN4. OR QSB SHEATHING 1/2" �k x 10" A.B.'s C� 48'� O.C. IN CiJNT. TREATE(� 2x1� �, 8175'-9 3�4 -Y 1'.4. W. GONT. L PER SCNEDU�E ° SEE SNEEi` S� (2}-�5's CONT. HORIZ.— iN THI�'KENED SLAB EQGE d � �. d a' A• d 0 •b a d SCALE: 3f4,> - 1,_Q" - 1-JOIST BLKG. PANEi.S C� 24" lN FIRST JOIST SPACE W% {5)-8d NAILS INTfl EA. PANEL, TYP. �/2" GYPCRETE, TYF. 8176'-0 ��� T.4. PLYWa. I-JOISTS PER PLAN CONT. 2x12 LEDGER W� (2)-16d DRIVE PINS � 16" 4.C. 4 , . a 8171'-7 . a. •, Q � a 4 �.a. �L/�t� � � . J * � \�\\�����.���\l/ d 4• ,���\\/\% �„ �i� �,� y�d � d : #5 D1NLS X°Q °. n• #5'S VERT. L�D 16" (7.C. {�D 12" 0. C, t:,a . 1-3 �5's C�?NT, HC}RIZ. (� 16" O.C. (�}–��'$ cor��. a . . HC7RIZ. TOP & BOT. ��. 1 f 2" EXP. MAT'�, TYP. 0 {6)-#5's CtJNT. �" CONC. SGAB PER P�AN A , Q LONGiT. 8165'-0 8164'_8 , . � � ^ T.C�. SLAB � 0 T.Q.F. � 4 �' � � � p�� ° � �. � a Q a � f/�� �� ��//�/ �.�i?SX`��'-�? � ') ��r � TRANSVERSE i��r PERIMETER DRAIN PER 1 t���j 1�#� � r_��t � JV��S ��V7���R �_ � 2'-10" i� � SCA�E• 3�4„ - 1'-g" � , .�� �, a� �2'—� � �2 ��� ��'—s �I� c��. -Yi`,4.F. s • .� 81 s5'-8 (si s7'-8 C�+ slM.:.i�,.. -r,o.�. � � PERIMETEf� DRAIN PER ���L� �������� � , .4 . �f e � � � � d Q �4 . �. �� % r t � �� . � �; �, . �; � � �` � �; � . . � , � #5's VERT. {� 16" O.C. 1 f 2" EXP. MAi'!., TYP. 4" CONC. St�AB PER PLAN S#�OPiNG � • T.O. SLAB �5 CONT. HORIZ, t� 1 G3}r V.�. �6 D WLS x 0° C� 16" �.G. � 6 ����#�J}8 ��i��. �-i��i�. �c�� ,� sc��r, SCALE: 3 j4" = 1'-p" 2x6 STU[�S t� 1�i" �7.C. W j 1 f2" P�YWD. UR C?SB I-JC7iST SLKG. PANE�S t� JF6��I�i��V �`t'» �IV 6 1R�� ��t�� SPACE W/ (5)-�3d NAI�S fi f2" ���4'} A.B."s C�A 48" O.C. INT4 EA. PANE�, T1�P. IN CC��1T. TREATE€7 2x6 �„ �%2" GYPCRETE, iYP. .,� 8175'-9 3f4 _ 8176'-U ,� _.._.��.�------ T.O� PLYWD. � T,�,1N. �8� 78'-0 C� SiM.} ��� ��'–s .�/¢ c� si�t.) Q1 � < � � � �� < �i i�., , f �' . q� . . � ��� L -- 1-JC7ISTS PEI� P�AN a a � � ` CUNT. �xi 2 l.£DGER a Wf {2)-16d QRIVE �ir�s c� �s" o.c. < Q. 1S c a a PER ARCH. d 1'.Q, WiNDQW t�PNG. � , SEE 5jS6 AND 7/S6 FOR d � WA�L REINFORCING d � 4 d � d � t Q � `� � ., . . 1 a 1 Q � #5's vERS. c� � s" o.c. a � � I C #�5i,s CQNT. HORIZ. C� � ' �� a.�• � PER ARCH. � d � T.O. SILL #5 D WLS X 0Q ° Q t�D 16" tJ. G. � � V � � � r 'l ` /'l%'��i \ \�`'��'�` �` . ° . ������������� �\�i��i�i� � i��i,.� �� ������o� ° {2}-#5 s CONT. H{}R(Z. r���i �!� �,. 1/2" EXF'. MA�''L, TYP. TQP & BOT. � < . 4„ CONC. SLAB PER PLAN d ° 8165'-0 ��.. i. ° � T.O. SLAB Y 8164'-8 a (�167'-0 C� SIM.) T.O. F. ° ° (8166'-8 t� SIM.) � Q � o o a ���� ��� a . O� o� � �� �i a ^ � w� a d � ' j�//��/�//� � �- .- a rti �.. � ri;;r` CL PERIMETER DRAIN PER 4" 6„ 4„ �,_0„ 10„ �,_p» v St?II.S ENG(NEER � � 1'-2" 2'-1C}'} > \ SCALE. 3/4" = 1'-0" ST4NE VENEER --�� PER ARCH. °~- 2x6 STUD5 t� 16" O.C. Wj � fz" �LYw�, oa os� SHEATHING 11 7 j8" I-JOISTS PER PLAN t j2" �s x 10" A.B.'s C� 48» ____. �%2" GYPCRETE, TYP. O.C. 1N CONT. TREATED �xR $176'-t� ,�, 8175'-9 3f� (8177'-9 3/4 C� S1M.) T.O. P�YWD. � T.O.W. ° . . � �� (8178'-Q t� SIM.� � Q TYP. $175'-2 a . � T.Q. SI.AB = ° Q . {s� 7�'-2 t� si�)� $�� a �p \/\\/� /� , d : .�,��i���i . s� a ��� . , C�NT. L PER SCHEDULE / 4 SEE SHEET S� .° a � . da (�}–��'s cQ��. �o�iz. Q IN THiCKENED S�AB EDGE : a a. .. � . . A �. d d � , �rr �» � Q. .a , �5 D�WLS x°d ° 4 #5's VERT. C� 16" C?.C. C�D 12 t?.�, �,,� . . � i� #5's CONT. H£�Ft1Z. C� 16" O.C. .Q d (2)-#5's CONT. � NC7RIZ. TOP & B4T. . 1/�'" EXP, MAT'L, TYP. (6}-#5's Ct?NT. 4" 4" �ONC. SLAB PER PLAN a d. Lt}NGi3. T,0 �S�AB � �� �'��—� . c • a • � � r T.O. F. � a. . Q d . � / {1 �� ��, c a d Q � //�/�.��f\`,��r/��/�5'sx2'�-6p[��c 16,� • d d tRAIY�YGRJ4 . . ' , .. �+/�% PER(METEf� [7RAIN P�R 1'--Q" 10" 1'-0� `� SflILS E�JGINEER � 2'-10'� _ _.__ � � SGALE; 3/4" = 1'_4" PER AR�H. ELEVATOR SHAFT ` .. � � 2'-4 � ��yy�—#�JrB �i`��T. . ��J C}��J X r� �� L.IJIYV��. C � . � i Ln d.L. , . EA. WAY �' f 2x6 STUI�S C� 16" Q.G. Wf � j2" PLYWD. t�F� OS8 SHEATNIN� 1 i��" GYt'CF�ETE, T`(P. � �,��x� � 7 f8 TIMBERSTRAND — � — — -. 8181'-0 �s� �c�� �c�u�v.) ��� -r.c�, ���w�. 1 1/2" s� x 10" A.B.'s C� �8" fl. �. i IN G4NT. TREATE� 2x6 !� � ,�, 8179'-9 ? f 8 �P T.O. SLAB �al� 11� - d d ° �. a a..�-. ' e o °' a 4 ��; �„ p J d a •. a '�f�f� � � d . �f /� �/� �r'..�' � ��� X � \j��%� . � � � �, �. r} �� � g �Q � 11 7�8" i-JaISTS P£R PLAN 1-Jt71ST BLKG. PANELS C�D 24" IN �IR�T JC11ST SPACE Wf {5)-8d NAILS {NT4 EA. PANEL, TYP. �rJrS ����. {� 3 ��f Q.{.. 1 f 2" EXP. MAT'L, TYP. 4" GONC. SLAB PEft P�AN �� ! lJ�°� Q T.O. SLAB #5's CONT. HOR1Z. @� 16" O.C. 1 �2" EXP, MAT'1�, TYP. 4" CONG. SLAS PER PI.AN ° a (2}-#5's CQNT. {6)-#5's CONT, � HORIZ. TOP & BOT. LC}NGIT. 8165'-4 T, 0. SLAB d ^ � , ° , � 0 1 r � d �� �3�^ —� , _ ._._ _ . T.O. S(�AS .�'t� �� _Q ;�yf�`r��\� ��, . . � , � . #5'sx2'-6 C� 16,� .,,�\��\ , � TRAN'�J' VER�`JE \/� ' ' d 1'-0„ ��„ �,_�» , �,.,�__,__ � � �y`���� T i � SCALE: 3%4" = 1'-p„ 2x6 STUDS t� 16" O.C. W/ —. 1 /2" P�YWD. OR OSB SHEATNING f 1%4x11 7 f 8 TIMBERSTftAND — LSL (OR EQUIV.� RIM 1 f2" � x 10" A.B.'s C�D 48" t�.C. IN CC?NT. TREATED 2x6 f� 179'-9 7� . . . � � � M _____ -- ��/►Z� __ ►Z� • ' � � `t' T.Q. S�AB �f � '� ' a 11 ? f 8" I-J41STS PER PLAN � 4., I--JC}IST BLKG. PANEI.S C�D . ° 24" IN FIR5T JOIST a . s�ae� w/ {��–�d r��i�,s �,. a. INTC? EA. PANELt TYF. �TONE VENEER PER AR�N. a d .. , a ..� a CONT. l. PER SCHEDU�E Q° SEE SHEET S2 d, a. _� ��%��'_� ._.._ T.�. SLAB fi�, �� d'^. . � ' ..' #5ts VERT. t� 16" O.C. , � . x �a� �' � d ' ,�`\�\�'�1��. 4 [� . f2 ,�if�i� „ � `/\ ' a .% d a d• (2)-#5s CONT. HURIZ. �. . 1/2" EXP. MAT'�, TYP. ��i ���+E{����} S�.A� ���� ��i �n 4" CO1JC. 5L.A8 PER P�AN ' S�OPlNG d � � ,;^ , �� T.�. �LAB Q / � f,l/ /�� 1'}� 6 . � a ��\���\�����\ �5 DWLS x � o . //��i C�D 1 B" O.C. r��r cV � �o Q 6 a.. �5's CQNT. HORIZ. C� 18" t7.C. {2)-#5's CONT. Q . HORlZ. TQP 8t B�T. . Q. : ' d ' (6)-#5's CflNT, LONGIT. 816�'-8 � I.V.�. ° q . . d � �I + q . Q . ' 4 , . �' � ' , j('N'J,.S`5CG'"`L.t CY` t U» T- TRANSVERSE G � d G� 1�i�,� ��„ �,_�„ PERIMETER DRAIN F�ER � SOILS ENGINEER � 2'-1 Q" - ____. � � SCA�.E: 3f4" = 1'_t�„ �}—{� #4 D WLS x � C� 24" 4.C. � — .� 8169'-0 (8171'-0 {� �IM,,;� T.Q. SLAB � T � �, 8168'-4 (817(J'-4 C� SIM.) �T.O. W. � � oa i 8364'--6 �� , ; �• ,� c� L , . ' dd�. . � O . .. Qd � T,O. Sl.AB � . ,� ,l•,�i,��,� ' � n �d . a � . a . :r��i�`'i��;� # : �� -.-� � � d . `��`����i. �� FJ.�i�_'� �� 'rJ" t—� � �) , Q . a a, `���f. T.\.!«(�. e � �, � GlU�e�V tG31V�:°'� � ��4X1.� � . � . . . . a . , ,,�;;� Y.�.�. " f � , . . i��`i� � �� ' , " 5's C�D12" EA. 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'f ! � i �• � � -• • .� � M � ' � � � r r �• r � � ' ! !• : � "' ! • ! • f .. � ' i i !: �` � �! �* E� � '' \j � � �� •i ; i♦ � ' !I BM. PER PLAN II II II � II (� II li � FACE MOUNT HANGER �Il. PER PI.AN 11 PACK WEB 2' Wj �+ t��i�l�„� I1 THRU-BO�TS GC}NT. 2x TOP �, DRIVE �\ PINNED TO BM. t� 16" t?.C. i . . . , . � ' ` _ t• i �►� i►.\ !\ � � : -• � -. : ,. � � � {ii * 12 8 �y (� ' � • � � � � .� � r � • � SCALE: 3 f 4�� � �'=C?" SCALE: 3 f 4" = 1'-t7°, �� WEB PACKED STL. RiDGE BM W% 3%4"t� THRU-BQLTS {�A 24" a.G. 12 6 ��.,��/� S�A�E: 3j4" - 1,_Q„ CAP �; 1 f 2xBM. WIQTH x 0'-9 w f(�)-3 f 4"� THRU-BOLTS +r � r s+, • a o ��a�� 11 Il II � � � 2x8 Wf {�)-1/4" . SELF TAPPING ST�� SCREWS (�}-#�o wQ�� sc��w �a��, RAFTERS PER -� ' PLAN •��� � i t• : : s w • � �. , • �a a � r / � - # b � a ° � a �� • d � ° o ° � °__....--�--� C� TS PER PLAN � SCAI.E: 3f4" = 1'-0" ��� 1/2 ., S'il_ BM. 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G�NERAL NQTES: 1 DATE 4F SURVEY� MAY 9, 2006. 2 BASIS OF BEAR{NGS: FOUND hla. 5 REBAR WITH AL.UMINUM �AP, L.S. No. 16827 MARKING THE WES7 �INE OF LOT 24, BEING NO2'S5'41"W - 128.66' (SEE DRAI�ING). 3 PROJECT BENCHMARK: SEWER MANHOLE MN0960 �QCATE[? NORTH 0� L4T 24 LYiNG WITHIN BEAVER DAM ROAD. R{M E�EVATIaN =�167.1`, INVERT ELEVATlON = 8158.6' {SEE DRAWlNG�. 4 PEAK LAND SURVEYING, IN�. DID NOT PERFdRM A TITLE SEARCH OF THE SUBJE�T PROPERTY TO ESTABI.{SN OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECQRD DOCUMENTS UTIUZED IN THIS IMPR4VEMENT SURVEY P�AT AND TOPOGRAPHIC MAP WERE PROVIDEQ BY LAND TITLE GUARANTEE COMPANY, 4RQER No. V5Qq13873, DATEQ MARCM 7, 2Q06, AT S:OQ P,M. 5 Nt3TICE: ACGQRDING TO COLORADO LAW YOU MUST GOMMENCE ANY LEGAL ACTION BA5ED UP4N ANY DEFEGT IN THIS SURVEY WITHIN THREE YEARS AFTER YQU FIRST DISCQVER SUCH DEFEGT. IN NQ EVENT, MAY ANY AC71QN BASED UPON ANY DEFECT IN THIS SURVEY 8E COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. IMPR4VEMENT SURVEY PLAT CERTlFICATE f HEREBY CERTiFY THAT THIS lMPROVEMENT SURVEY PLAT WAS PREPARED FQR WHITEROCK BEAVERDAM LLC, THAT IT 15 R LAND SURVEY P�A1' ANQ IMPROVEMENT SURVEY PLAT, ANQ THAT {T CQMPLIES WITN THE REQUIREMENTS 4F CRS 38-51-106 AND CRS 38-51-102 (9). I FURTHER CERTIFY THAT THE IMPRQVEMENTS ON THE ABOVE DES�RIBED PARCEL ON THIS DATE, OSf11 fQ6, EXCEPT UTILITY CONNECTICtNS, ARE ENTIRELY WITHIN THE BQUNDARIES OF ?HE PARCE�, EXCEPT AS SHOWN, THAT THERE ARE N4 ENCRC�ACHMENTS UPQN THE DESCRIBED PREMISES BY IMPRQVEMENTS ON ANY ADJQINING PREMISES, EXCEPT AS INDiCATED, AND THAT TNERE !S NO APPARENT EViDENCE 4R SIGN QF ANY EASEMENT CROSSING OR BURDENING ANY PART �F SAID i'ARCEL, EXCEPT AS N(7TEQ. DATE:---------- _-__------------------- -- BRENT BIGGS COLORAQQ P.L.S. No. 27598 � PEAK LAND C4NSULTANTS> INC, PEAK LAND SURVEYfNG, WC. 970-476-8644 fAX 970-476-8616 1Q00 UON'S RIDG£ 100P VAIL, Cq $1657 DEPO�I7ED THIS --_----_ DAY OF' ---------------. 2Q-----� AT ------- IN BOOK -----_ OF THE EAGI.E CQUNT`( SURVEYOR'S LAND SURVEY PI.AT/RIGHTS-OF-WAY SURVEYS AT PAGE _______, RECEPTlON No. ------------------. ., . , . , . . r ="�"""� ....�... SEWER MANHOLE MH 096� RIM ELEVATION = 8167.1' 1 inch = 10 ft. EDGE OF lNV ELEVATION = 8158,6� SEWER MANHQLE MH 0960 ASPHAIT {PROJECT BENCHMARK) BEAVER DAM ROAD RIM ELEVAT{(7N = 8161.3� snu--- snN -�-- sam---� s�v-.�._ R INV ELEVATION = 8� 55.0� sna�---~ �ax--_ snx---~ sn��----__ s.,�ra--...� s�w-�____ (25 RIGNT-4F-WAY) S,tN---°' Sp;d. '�.._. . rI.V--._._ SA,V----- SaN__-.-- SnN.._._-- S�tN-°-" -� 8167.8 8i67.5 � S.4nr%---.._ �.,j� ` .._.. � 8186.9 ' � $786.5 " s�tx----... S�tN----.-_ S,�nr---° 8165.9 Satr-�--__ Snu---._ j._.- sau---°- s:�t�-°-~-- s.ct,r-----'_ 8168.0 � ___,. ._ .._. .e. .e s, 8165.2 sn.ve._.____ s�< _ +�`_ ..... _ ,SAN---..._. $168.4 � o.. ^,;�='*�°'i'^ ..._. ,,,__ �.. „� $164.7 SAAr----._. SnN---- _ 8188.9 ^' °"" � t r,�`"`� '�� .--, _.._ _._._ ..._. .,,.� �, 8163.9 ___ s<arr--_._ �n,�-� s3x-_..._ FdUNd No. 4 REBAft � ��,�„ ._,,, ..... ��� �� � _,.. �. ..._, ,_,_ ,_., ,,,,��" � s.sN-�.� �� ��,,, ...- -° s�s�.s ate�.z �����a� 18 CMP a�ss,4 a�&4.s siss.2 �� s��_.---, s:v--_.�.. WITH ALUMINUM CAP 8t65,4 '^ °- ._.. ,_,. � ` snt✓---..�.. s�rr--a-_. �� � '°' ,�, si62.a s�,,v _� �.5. No. 16827 � ' � �� �� 8t63.4 "' .�, " ""' -- -r. � f 8161.$ 8161.2 �47�S9�W - 0.3� „�,,.. -- FLOW�INE Of �„� t` �" � � S GMP � � ORAINAGE DlTCH 8f 6 � �� � . � > , s ��+�" 1� FRQM LOT CORNER} a_�n a`,-.Te "�. ?�u� S v �:r'fi�. -S` '` 5 � + t $16�."� -.... "".,, � I i h�"��{�t�.. ..,,s; r . �� ., , fr ,y. 8�61.8 � `c:t } r�� `I�s F� a . � ~ ~ � � ,,.. ���^�;( r,� � ; #r �._ � �,�..- stso,a �'� ��} � � --- h� q,Y' �e; &,? �� 6,q � � r" rp ; 1 / � ��3R^� fY't.,o' s�. . § ��,�--.�° 816a.5 ,� x� � � � 3 � 8167.3 i?*�'r �F '`�'`� � DIRT�GRAVEL �',�,��Z � m. � �� y $f66.8 ELECTRIC __ � ``�}w'*,-,?��'. PARKING AREA j, ���`w,,< � PEDESTAL .�-�-,� ��� � ��`�,,� � 8167.0 �' �, - xp,� WA ` _ � i ,� $167.6 -�±� r�k. ��'".� �; `^�-...'""- / x� 3 � `� 167,6 � � � . �. �'""�-" � � . ,�-� ,r ) � ��!I:��:�...�� � , -� i ,r.�..... ' � � • � .: : ...-,...• • :. .,......,■.w�.��rr�11i!'% . . .:i►.t��1���►��i�������' _�i� � ,..._,..._... ---�-"""' ' �`FOUND No. 4 REBAR WITH A�UMINUM CAP .., �`'� � � �.S. Na. 16827 ��`�' � � � ���� i ��� l n�.� y� -. ��� � �'�� � ��/,�� �� .,.._.----�--- -:o C ''Q 1 � � � � 15.0' � ������� �� � l � �� ,.. � +� 1 f� -�--__ � 5.a� � 1 1 � � i � � � � � _..� `�.r i... l.! ( � � � - 1. � � --�.� �� t33 � t 1 � � rn�M ° y � � $r8 -� � � r � �� I �zDI Z � �`�.�� Z � Q � ��tiy 't � � 4 � tTt ,.�. �� ��1 ` � N � � (z4.s') --- \����%/� ��` 1 i I � ��r _ �(/� � � �� c,, ' 1 ' ��9a. 1 � FOUND No. 4 REBAR� �---- ---- - WITH ALUMINUM CAP �.,_ LS. No. 16827 _.--- ".""` � ,..---.-- ,� /�. �s �---- ,.r---- -"'"""" "%rIl\\` __-- --� � � „-�."" �'""'". � ..,...-- -`"'" TE�EPHONE PEDESTA� �QT 21 ' � � � � t t � t � , � 1i /( �' / , J f`o N .2 %r :� /� /° � � 1 ~ `' , 8176.8 � , $188,5 $8.2 168.9 �Xe8.7 �' '""" �.. �� }1\� - $7�4.0 'v n `{/,�f/'.--- �j�; f/ f�� ! �` LIGHT POLE ( TYP! CA�.) �'`8 .�4�\II/,� t ,�d'-... �I���`' 1 ".. i ,..� /`� 6���.6 1 � "^„- ,,,,,. r �..,. ,�.. -... � _ 2�►�..�,__,p' W�00 ��.Ck � "� � - -. "`+.�.�„_ ,.,. _ �. .,� 4� 4, / � i / g 2-STORY w W�OD AND BRICK 5 v DUPLEX RESIDENCE q FINISH FLOOR = $174.4� � I f 81J4.4 - $#71,2 `�____ 72,5 - - � 8165.1 DIRT/GRAVEI PARKING AREA 8166.0 8165.4 4 � 6� � �- 9173.1 . � a»s.s � ,� ` � w°p° QeCk I ai�s.s -�-'�` ,� f 8174.5 � � ,�%� ��,,. � ���„i= ?-�, 81 3 -,,. �. � .��; `� ° {'"` � '�i>i�-.'r �"' �`.' *�,.. / .��ae.��tt�.�r+}�.��a.°�"�°�'`''f'� �` ^-.... "`-y f �� s.� � �a�r'c i�$"'���:. 3 2 ^�.� � � � ��} � �'�� � �� , '`� �zri-�j���€-�g� s�}� Z. � /r -�� i,�`1 , �j�`� ����f�� � � �}`� °� ���� � `�� � #�` � «� ; f � ,� �e�tACSTOa� �ATia�.�r�� fL yq�d� /F�,Ar RQ .� l ��, � `� �'{�������,%*���;,��s'{ � e� !� �} ✓ Q gt8,3QOF' � ,x��� � t ��'�� � � $�"k . ,�/,.�'" w �,����-,��,������r;�.� �f o �fr� � � �. ;a�� p :.� /ir i �."� � � � `. � s7��.sr-1����-�- . . �. �Q�s�� -� �,�z.� -. . . -... _---------�,�� � ,..,' . . --..,/.,,_ si78.2 � -`��. �``� �8�$f'�_ �,\\ ,.�. ` "�f6ll�ir�c SETBACK � (63.4') SEWER MANHOLE MH 0880 RIM E�EVATION = 8196.5' � ._____ .�. ____ _..._ ____ ' �1 • �- 8177.4 � �� $,��. $, �$.� � ,.. $174.7 8177.4 8164.8 � � �------.�... � � � �� ',, 1 � � ��, : ..,,\�,I��/ ��/ ���� � � b � 8165, � � ,� � � � � � - . �Y \�.\1�%/ � � � � � ��� � � � � ---- ."..._._'."" ' � � � ��\rll/,�f � � � �,,�`� � � � ��; BUiLf�ING SETBACK �� ( ' j 1 � �� i " � � / ���� � � � / i �,` /� � � • �I � �f � � `�, i � � � �.C�T 24 �:. .� - ' -- �� �o ---...� . a.a�7� acR�s ' f ,.4� � � ADaRESS: 184 BEAVER DAM R4AD �� �i�o, 95.0'� � �: ASPHALT ____ _______--.,,.,� I ! � -----'" � � ( ' � � SEWER LINE APPEARS � � TO BE ABANDONED � s��2 ,� � � �N ""@,�r-` ^^^^^.. � � w 1 � 8172.9 � � � � � • w � � , � �� � � � LUT 27 � w°' � . �� � � � � � . � . F� �.....�,� � . . � _ � """ ,� l � "- -- , .: j '`" V � � t � � "-`------- . . . �. � � • / ' f � ( Q • I � � � � � � z -.---- �� �� 5, D' � � .��.A\1//r � � � � �il��` � I � �;��4�- � I I . � �- � � � � � I � s �,�\\I//r ._..-------`°.._`...-- o $,��� � � ~ � �.__._ _____ � _____ ____ � _.___ ___a_, �, ___._ � \� / `�C� UTILITY EASEMENT � .�._ .�. ..� �j�\° �/�� {RECEPTION No. 96382) ui / � �. N$�'Q4'U4"W -- .4?' � __------ SEWEft MANNOLE MH 4980 (...�}T 22 }/----" �i�n ��EV�-naN = $��� � _ � `�Ik,�vr � "�Z,...--..�""" ���� � � !'� : ! _.___--- t j SET No. 5 REBAR . I WITH ALUMiNUM CAP � L.S. No. 27598 � _.�._ ..._,_ .._ � (�.. �C�T 2 5 � ~ � i � JC?� No. 14`77 ♦ , ____ ---- `i - ____- ___�- ---- � s ._..-------- __------` _._--------' __-------"" ___------" ........--�--- __----�-'"" �...-----"" GRAP�ITC �CALE 10 0 5 10 20 ( It�r ����r ) 1 inch = ia ft. ..--- _ SEWER MANHO�E MH Q960 RIM ELEVATION = 8167,1 iNV ELEVAT#t�N = 8158.6 (PRQJECT 6ENCHMARK) �:��►,�.��i:sr ,�. ►/�Cz�nl� ____ _____ � � - ____ -____. _____ --------_.. -------.___ e_ SEWEft MANHOLE MN 096Q EQGE OF S RIM ELEVATION =$161.3 ASPHALT (25' RIGHT-OF-WAY} INV ELEVATIQN = $155.tJ �,,. .."' .�'—. .�... ...._. �, '"""• ^,--- . ...,— ° "� l' _ --._. ...�. _� .�, —..o ,,,.� �. � � '� _. -_ � CJ � ` E�ECTRlC CONCRETE � � `' `° PEOESTAL PAN ° ` --- -_.. , ELECTRIC TRANSFORMER � C1 , ___.----- ----"'__" j -- ____---- _______ ___-.---- ---'" FOUND No. 4 REBAR � _----- WITH ALUMlNUM CAP ___------ ____._._--- L.S. No. 16827 __----�--" y --__"_ 4 __---- GENERAI� NOTES 1. PRflJECT BE�JCt-iMARK; SEWER MANHOLE MH 0960 LQCATED NORTH 0� LOT 24 LYING b'VITHIN BEAVER DAM RflAD, RIM E�EVATIQN = 8167.1, 1NVERT ELEVATI�N = 815$.6. (SEE DRAWING). 2. BUILDING TIES ARE INOICATED lN PARENTNESIS (XX.X��. 3. PEAK �AND SURVEYING, INC. DID N�T PER�ORM A 11TL.E SEARCN OF THE SUBJECT PROPERTY TQ ESTABLISN OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD DQCUMENTS UTILlZED !N THIS 1MPRQVEMENT LOCATION CER71F1CATE WERE PROVIDED BY �AND TITLE GUAf�ANTEE GOMPANY, QRDER No. VTF50024�54, DATED JANUARY 30, 2009, AT 5:00 P,M.. 4. NOTICE: ACCORDWG TO COLC?RAt�O LAW YOU MUST COMMENCE ANY LEGA� ACTI�N BASED UPON ANY QEFEC THIS SURVEY WITHIN TNREE YEARS AFTEft YOU FIRST QISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACT14N BASED UPt�N ANY DEFECT IN THiS SURVEY BE COMMENGEO MORE THAN TEN YEARS FR�M THE DATE OF CERTIFfCATI�N SNOWN NEREQN.. IMPROVEMENT LC?CATION CERTIEICATE 1 HERE�Y CER1'IFY THAT THIS IMPROVEMENT �QCATION CERTlFIGAT� WAS PREPARED �aR 3� su�zQ��s THRT IT IS NOT A�AND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND TNAT IT IS NOT i0 BE RELIED UPON FOR THE E5TA8LISHMENT OF FENCE, BUILDING OR OTHER Ft1TURE iMPROVEMENT LINES. ! FURTHER CERTIFY THA7 T�l�1E IMPROVEMENTS ON THE ABOVE DE5CR18E� PARG�� ON THIS DATE, 06j16jt19, EXCEPT UTILITY CONRlECTIONS, ARE EN11RElY WITHIN TNE BOUNDARIES QF' THE PARCEL, EXCEPT AS SHQWN, THAT TMERE ARE NO ENCROACNMENTS UPON THE (?ESCR(BED PREMISES BY IMPROVEMENTS ON ANY ADJQINING PREMISES> EXCEPT AS iND1CATED, AND TMAT THERE IS NO APPARENT EViDENCE QR SIGN OF ANY EASEMENT CROSSING 4R BURQENiNG ANY PART OF SAID PARCEL, EXCEPT AS NQTED. ���t;� ��i � � ����m�� DATE: ----------- 1� ���e°�„i�"� � ��� �� a r'� � �� �R �, �C� �� � �1 �p�"�t�l?l ,o+acau ' �:°a�''i�. ! � IGGS !0 P.L.S, No. 27598 �t^ BENA�F OF PEAK �AND COf�SU�TANTS, INC. . . �, ■ � � "' "� ! � �'N •'i :�". i ti i � � � 1 � ao 1 � � � � l I � � �OT 23 � � 4� � C � �� � tn -�'' ,o � 1 `� m 4 D � �� Oa 4 � � I � I � � 1 4 I I C1 8°00'23" 12Q5.75' 168.49' 84.38" 168.35 N88°56 31 W FOUND No. 4 REBAR WITH ALUMINUM CAP _�.--- '"'"" ___._ �.5. No. 16827 __--- __---- ° __--- -"""' --""'- �____, __---- ___------_ �,,,_..,.. __---^ ...-�^�'""'"..... ..--.^^' '^�'"' "`.....,---^' — ✓� ...-.--"'"".....- �` �,,,_,.. ----^^" �„�,.....- _....-,-- ^^"'"„ _...--... ..�--- "'" f ..�------` �—� ..--- °"". -�-" TELEPHONE � �.. ---- "° ��, ----"� � �,... -° `� PEDESTAL � _,___ .___-- �____�. __.,. __-- --- ° ----- - -`" � 0 T 21 ' �`,_.._ �,.,, s .s--______ � �.,,,_ s ___.-�---'"` __ _.--�--' ..---�---""""_ �,_ .----.'" t r ``� ....--^."�. .�.�••--� _.----- °� ..-^-'�. o....�"" ^"`� ....-„"' t � ' � 1 ��� L� �coNSt.r�.T�s> mrc. ' PIi:(474�476-8644 FAX:(970)416-8616 1Q00 LION'S i2IDGE L40P VAII.., CQ 81657 ' KIM tLtVHItU1V = CSI�C1.0 � � �- ` ' ' " � v — --- — --- — — — — .__ � __ ._� _.___� _ _ , , � ' ' 1 1 1 1 ' SEWER MANHOLE MH 0980� L � � � � RINf E�EVATION = 8193.3 ( I � � � I � � f r � i j ��� �1 �i �. � I � � e_ '-------___ F�UND tJo. 4 REBAR . WITH ALUMINUM CAP �.5. No. 16827 . (S47°59"W - 0.3' FROM t�07 CaRNER) � I , f / /J � 1 ---____ � --------.�__ i "------ --.--. � i-------__.._ i i � l l � I � , � � i ( � � � � � t � � � � ``_, s "� � .--- '-�° i . a' � l � /'� � 1 � EDGE OF/ � � `�ASPNA�.T L.... -e. � 1 � �° `1 i ( � "` 0.3'� � �� '�� 1 � � i � � � � � � ! LCJT 2�? 1 ! � ! � L� I I.�..J � � 1 � � --- J C� � C� � � � �'_ ( � � . l � � � ' I I �FOUND h�o. 5 REBAR �WITH ALUMlhJUM CAP LS, No, 27598 � ��� r �. _� t - [ , x ' , _. � � . . s ; ;:� �� ��� � i