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HomeMy WebLinkAboutB13-0080 plans approved ���� ! � S �.� � � ECUR �� ..�,....�...,, RESIDENTIAL DRB FEB. 25, 2013 STANDARD ABB � EVIATIONS DRAINING INDEX PROJECT DIRECTQRY ADMINISTRATIVE IN � O . PERMiT SUBMITfAL � APRI� 4, 2013 A . F . F. ABOVE FINISHEQ FLC}Oi� AM . LAMINATE RESIDENTIAL OWNER : LEGAL DE5CRIPTIaN OF PROPERTY A . F . G ABC} VE FINISHED GRAO � AV. LAV TORY SHEET # DESCRIPTION AD �� S � A � �U�T� �L� �T � �( G}-i� � � B PERMIT STREET ADDRESS : LOT 10 , BLOCK 2 , DAUPHINAS— MOSELY SUB , FILiNG No . 1 SUBMITTA � SUBMITTAL AN� H . AN �H�� � T. WT. �IGHTWEIGNT CODE AUTHORITY: AP ROX . AP � R XIMATELY M . N . MANHC��E AR�E � ' AWN�NGAT �� AL M � � ' MA ��ERE �PENING INTERNATIQNAL RESIDENTIA �. CODE 2012 ARCHITECT: � D� RM BQDR�t�1C7M � EL� � AE �j�ANICAL AQOQ C� VER SHEET 25 FEB 2013 4 APf� i � 2Q13 PIERCE ARCHITECTS JURISDICTION : �DG . � Ul�� ING MT ME�A 1650 FALLRIDGE ROAD TQWN QF VAIL LK . LQ K MFGR . 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TJP` � BC.�T Gc�MG. TOP � BD7 !; z :� µ �: �IyT{T� I I .��r� E�� /H� ��hNIG�AE/R�{�, � :hl � f E ♦ Y:is � `Vjr+ � �� r` 1. . � f� .. . . . . � F✓�r�� "f� A.iL Iu./�w.� \! , i . � . . . . . 2 �4 GOt�tT. T4�' � BQT t� MUI�51L� r�l� ,4l5rM. . ,4,° 16 �� 4" 2 #4 GC7NT. _ F3EAt� FF�,4MINC-� C�N � #-4 � 24" L?.G. MUD�"aILL � Bl�fM � � 2-2xf2 LEI7C-��i2 5�� �R�MINC� PL.I�N « � � f� 4x�Fx� " j4htG�E �TC7NE �� �� � � I � �� � l�I���R, BC�I�T TO Y�Ir�LL �r�l,.� I " = ( '-O " 6 �' �t ' , � t E,XPyA�A151Cr7N "BC�LTS C�'����� '°«cS� �,, .,,.�''� � " � . � � rG��� tl.V. +i Gil � . � l�+� �� • �.. { • \il � �t � � * � '� � � � �J ; �,4 � ! S "' t?.�. #4 �+ 18° C.�.G. w . . � II2 " �Xi��N�IC?H M,�TE�1 ,4L � ` � #� � Ib " t?.G. " �• „ � . 2x6 � I F� " O .G. 18 �t�NAL�� I�l4Lh�tA�NIZED 51UD5 � � 16 " t7 .G, �4 a� 16 " �.G. � 4" �Lf�B �4 � 24`" O.G. #4 � i6 " U.G . � � ° WQL.Mr�NIZED PLYWOOU � � g ��� EXP,4N51CaN � . L ��,��� �. �` .Gi' � /`T,i✓. CY .Gp Q.l.fs � 1,�j •Y '� .� �`'..,~ (j,f . A,',t ;:� `;•i � � � � �`� �:74...!"1t�1 y L�\. " ��' . i:` t * " : ^� . ,•' r`. .. �, '� � � ���f Yl .. .", ' �. . . , . . : .�1:. .. . `:. Mt� � �"'JTURE BJat�'.R.IER � • # � �� fi.'�� j � ��X •'i �� 1; � � 4, �� l.-�i2.r�kV�L. � 1U Q ' . . , :: ... - �� t�;:.�'.. : . *.. ' �•. ' . �. 2 #�F GC7t�lT. �� Y � C� C} 2 #5 GONT. �4 GRAYE� '� .� � i-` .,. .,. . . , . ,.. .-. _ � .';` �. ::<. w,;,� _ � 4,�� ��� fi �_Q �� DR,hCN 5E� 2 #4 GONT. � '_' �.�f, , t y'. _ _' ` _ ,; _. 5OiL5 f2Ef'C7R.T �! �F �� 4 � � � �.' �.. '°` ........ 2 �4 GOPIT, ,� �� #� � , �-- � 4�� g�� �Fr 4 f3 4 I�FFZA�IN — 5EE ZA 501L5 �?EPC7RT y� � � � T�RA�IN - ��E �� Di�l1�t - aEE �,4LR.GH�. B�DC-�. � � `� � � 4 C�i�VEL. 5O1L5 REPO�T �� �� C� � � � � � �� �� � � � � � � �EGTION� �� � `� '� cc�aa '� If � G/' A � C 1 i1T � i�ylil . I /,�R9�7 JJ�{� � /1l � � � ,-.lVl`1LoL ! +./ 1�1/ . � !i/' � ! '�INI/ � f � Y,1 _ C1 � � � d � � � � � I � � � 5GA�1.�: 3f4" = 1 '-C?" � �} � � � SG�L.� I �� i � �„��� �,--. � ���� 4��� ��� �� �� �, � ct� d = � �� � � � � � � 2-� "�G �i554 �t.8. �� ���� '1._ �( #4 �o I b '" O.G. � �' 12' 2�,� 4f ��� ❑ _ � �=111� , ��� ,�,� � 114° 6 x 3 !12 x 3/& e4NG-�LE BOTN SIL� PLATE � ° x 5!� " x i '-O '" a�r �� � �� � � � � 2 #4 GQ�tT. TUP 4 $UT � � EXISTINC7 GONGi2ETE W�LL � � 8" (�.G. ��c�+ w�r � „ �a�c�-r� ._._ N�W �NfNG Ff55 4x4x1f4 GOLUMN TOPPINC� � 3lib 4 . 3l4" N4�t-51�1NK GRC�1T � ° �'� �x12 �► ( 2 " C),�. GAP P1�4TE !� '� x 8" x U�_q �� : -� 3 Ib G4NGRETE FC�IIND�TlC>N 2x� 2 s�.acK � tv� � h!I�iS 4x4xIf4 C.ULUMi�i �-�- 2-2x12 ��t7GER � „ � .�.-�.�. �� �RfitMINC PL�4N 2 �� ' Q � � 1� � � � • ' ' ' 4 . ' �Q ,I � � 4 4' . � '�d � ` � �L�Vr�T1Cal�t a . � � � � � � S�GTf01rl ° . � � . � � �� . . � ° � . � . U . a : . . d . (� /� ,r� ' `t � �' . � . � . ,0' A . d � . �d � , �� �� � CJ�i tJ .tf. � , ., . . � . . . ° � " EXP�hh(�ION 24 � I ` tI"4��I/"'�L. . � � '�T""i' S�/ ' G114 4.:/ .l./. { � ����`TI J �l �° ��.� �, ��` 5 #5 GUNT. ..�....� �5 � (2 ° U.G. �-�� ~--• #5 � I b "' C7.G. � .�.� . ,• � .:; � :, ,. ; � ; . . ,;. r;.�#: 1 . .:_ .�, �� #� � 1 �`7 " C� .t"✓ . , . a� . . , • � • . ��`-- � �� � � � �� � � �� � � � � �� �� . � O I � 4 raR��/EL � NCC� SG�tL.E NQ 5GI�4LE � � � .�-� �"d� PERFORA.TEI� �_�� �� � I �_F�� " �a�' 4.�-p �� F'1JG U�'.AIN �(N � � �. � � I"'�� � V T� � � � � V � � � L.�/ � T I i�./ I � � � T<J DAYL��HT � � ��� �� � . � � Tht� strvcture has been destgned �o meet the rec�,utrem�ent� of the �t?t2 Internatlonal �41f �ramtr� lurnher to be #2 Dovg-ftr or better. 2 �4 GC7NT. � Restdentiat C.ode w1i:h c�nenc�nent� as adopted !ay Tc�wn of Vall . �tll Mtcro= ic�n'� to be manu�actured by Trus Jois� MacMillan and confe�r^m ta the .r�. �r g �� g.�� I�F�.�cll'�l - ��� �-�� A�lI omisslan� ca�^ confiicts between vca^Ic�us elemanks of the wc�rking drawtngs al {owab{e stress requtremen� for a ! 3!4" 1.&i� Mi�rd =Lc�n LVL, � 1L5 R,��'C_)RT � cmdl� spe�lflcations shatC be brought to the atter�tton of ths 5tructural Engineer AII T.I{ lotsts ta be marwfcactured by Trus .bist Mr�cMtll�an. � i� before proceedtng wlth rany work sc� tnvalved. The �aenaral Gantra�tor shall vsrtfy 6 x 3 112 x 3t& �NIaLE all dlmensiar,� cand condtttans at the �]ab slte c�d shall be regponsibie for th� ,411 Glue-Irarn beamg to conform to the allawcaEile stre�s BC?TH 5lD�5 �-1 mea�s, methocis, tecl�tques, sac�,uenc..es rand procedure� a�sa�lated wtth this req,utremen� for r� �24Y4 co�inatfon be�n. � �� �` � I �� �� �� �� � � � �� �� ��� prcaJect, �urthermore� he shalf 4�e resprmstbie For caordtnattan of �li work cmd ( � � ma�erlars rnctudCny thase furnl�hed by s�Era�tors. The� 5�uc.tural Engrnear ,hfl co�ectton ht�dwc�e to be by the 51mps°n �mpc�• � ahall be �ontcicted r�ring the cor►s�ruction phase ta make the �ob stt�e tnspe�tlons EXfSTIKG GONGRE'fE WArI_L. ND SG�:E SGr�L.� ! " - � �_O '� �-�� `� � neces�y tcx c,cmfirm that the aGtual fleld ccmdltic�rts are �onsistenet v�ith ths �II roof decking to be 5f8" G-G �xt-f�PA� 3211b plywoad. Natl wlth 1 I/2" (�� c�sign ass�mptior� �d that the �or�tructron ts proc,eect�ng accorc�rng ta the IOd ar 6" o.c. at pc�,el edg�s �d � 12" a.c In the fieid 4 ll� " +������/% �`'�`" '� sa m �-fK�-- pi�ns and spectficatlons. ; �� RII �Ca�r d�cking ta be �/4° G-t� tnt-a�,� ��/2a T� � p�ywood. C�lu�s sheathing tc� ' i� � aigt,� with FL� and ncatl w1Eh It�d � b � C7.G. at anal ed � and 12� t?,G. C?� �IS�' UTANt�TE� x 3" E�'G7X1' I I/2 '� Ltve l.oads Used �n 1�e�tgn: -� p 9�' ANGHOR �AGH E!� -�`..�' �GT I C?1�t � �a� � p�� in thes Field �� �9� �� ���� � (� �foc�rs 4O p�f � r� � � �� ��� � � � � �'������'� �� 'V A�� 1 e�erior wa� ► sheathtr�g to be tt2 c�SB. Nari wt�h 8a m b r�,c. at pane � ec�ges ���a �"� � � � � ° 1� i��cks IG�O psf NEW UPENINC� y � ,� ' � �, Ec�hr�,vaEce �elsrntc Ztme G cxtd 12" a.c.. tn the �leld. V�tind �tC� mph, � Seccand Gust ���� y . ����!.� � �-�-� � � A�II concrete tca attain a c.ampresstve strength of 3CX'X7 pst ln 28 days. �"� ��� � � � �= .-- �L�V�TIc�N �� 4 .�,�...�� , ���.�_����..�..���� �..,. �` � "t'he fc�undc�tton desl� fcc�r �ht� residert�e is bcased upon and assumed b,�c�ing Ali retnf�ctn bars to be C�^ad� &U. F"� �' `�`�'""�`"�'� -� � ' c,ca�aclty vfi 2� psf and can asaumed lateral pressure ofi � pcf. � ����� � �� .�,���.e�. .��.�.,� �° ti���,��� •----- �, A iCcec�ed 5catl� Enr�lr�r s�ralt be contacted c�rtnr� �xcravatlon t�a A11 s�i bolt.� sha (# conform ta ASTM AG3D'i speciftcattan�. � tnspe�t the� �Ite r�ci �onftrm thcat �c�nditlr�rrs �� conslste�nt wlth these �;�� 1— � as�sumpttans. 't'he �neral C.�ntractor shovtd revtew the �a1ls �'n�Ineer's repor� ,A+�il steel ptpe �olumns �hall �onfc�rm ta Aw`iTM .A�53, Typ� � 5p�ctflcattnns. T� � � � c�nd foilow its recorr�nendation� �or esxGavc�ttcm, larackPtNing, grading and r�atnage ,�11 steel bec�s �ai { corrform to A�TM ,�36 spectftcattons� NQTE: �y�t t e m s . ° m N E Y�! DE Tr�I l.S / S�G T I C�N S A R E em GLUUDEI�. fi�LL UTHEf7. �EGT{C7t� � /�" l-�f2E �X15TtNCy, � � � � � NO SGA�I..E � � � � � � � n � � � � � � � � � � �