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COM � � � � � � �. ,�f3TM H1�2 � 3Dx42 � �EL�V = I 16 �_ f � �� — — \ ,,,�PP�R LEVEL T. <.7. PLATE � �EL�V = 115'-3 " 8113 '-G �� — — --.. _. _._. � _ . . � �,, �U1 B�IGOt1i� � � -..__....---....__._....__ ._ � --- � _ . � �� ; �� �� � °„ � PPER LEVEL T. O. PLYWD . _ t''� � _�i IC? C) 81 (�8 6 � � ,�BTM HL?R — - - - - - - - - - - e �. — _._ ._ - - - - - - - - - � ELE�/ = 108 -3 � � � � � � � , A - . - —.- � � � � ,�MAIN LE`�IEL T. 4. i�LYWD. — — — r — � ELEV = IQ4 �_C) �� �80GS-6 �� — _____..� DATE ISSUE I ( 12-22-Ob FINA� DRB REVIEW � I SGONG� LIGHT , TEKA (TYP} ( �� � � o � -z�-o� ��c��a�ss ���r�r � � � ( 03-Ob-07 P�aMiT � 4- ( 3-Q7 � REVISED PERMIT � SOUTH ELE�ATICJN � 2 � SCALE: I /4" _ ! '-0" � � � � �� � � � h � � � � � � � � a ,_.�� �� q �_-�� �, o . . � � , , t 4 A � 1 " 5q,uare Iron Rod to 5upport Gutter �,bove � s�_o2 „ � � P4R ER O TU OUT � p � �� x °� '16 g� �„# B ��.k � �... �� k � .� � �` � � �� �� ��� �.� � � ������� �� ��v� ���� �:�� P � � �M� �'�� _ �.�"�( 7 � �� �,� .. �, � TM HCtR �� ��` a �.y�� .,� � �}���.�:� � � � � � � � � L.EV I 1 � '-3 " �`� � „ I1 -Q � � �� � a.9� � �' �• EL V - �� ���„ ��. � �„ � .r �. .r �, � PPER LEVEL T. Q. PLATE "� 115'-3�' � ll�' _�1 ���� � '�. / � Ne�u Door ti � � 24x3� 2 x�0 `, .� �. •� � -r2x4 PRC7� ECT: � �� New Balcony � � � N " PP�R LE4'EL T. C?. 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O --------------------� ax . � " � � p � in �z � i f i ng � ��c4 led er k�� l � ed tc� 4x8 ' � � r� d 8x12 ' � m � ------._._.___, � � �xS " I� e � k �3oard � � � ,�_n: � .r�.�:�,�� u.�:......�:�::.::� .,�:,:� ...... ...._.�:t�.�.::...::�,:,:::: �. .....:�:..: ....::...:_ . :..� .. � . . . .. .. .. .. . .. .. .. � ..\' .,.,... � , �� S " ..10 i � t� � � 30 " � e nte r5 � f ' � , ,,� o ; S � ��C12 � � B � a �1 �� �� e � l � n le k�oltir� P�x '� 2 tc� �u � ll , i „ „ - S x 12 8e � m bo Ited tv Sx8 po � t be lau� . � �� . h � �� �, / �/,yy , y��/ /� /� � "! f V � � 1 \/ V � rt � � � � "xP� " 5uppart PilaSter -� n � hor to �xi �� ing Y�lall 5 � ruc� tur� e � . � � � � � ��� � � .� � �� ��� � � � � 'x � " �3aard ��� ���� � ���� � � �� � ��� � � A � � # � � � m � .,: � R � �� � �� � ���� � � � � _---'`�� ---�' a� . � " � a � � et u� ee n Ra i 15 � ��� g ����,� �� m���.�.���:��� � - p � _ .-_: a�-�� � � J\ /}//� (/rj� � � V ��. Y� 2 $ Rg � 'i' �y, /� y� '@ � K� � _ � � � �/ • � ' �YI " � Y � � � 'ev+ �+,. . .�,.mN+i' ' w g�*� � � ::a... � ._.+..� -.,�,..�x ��.._.e.a«�.. /�� �� 3.... . F'�„��,����� >, .,�,p,... < . .. . _ �-.���—�.. � ............. ... .::::..... .: i ...........� � i^ � .... .. . ..,y�....:.,. 1 5 1 � r� i : ,-� , --^------��.--�_--s_ � �' �`'� h "x10 " ' � eam � onnected to � tone � • • � -----� ngle � ron boiting po � � � to boulder � ��.o� ��r: � oulder � all � � � � � �: � � � � � �----. � � � � � � � .s � Balcon Sectian � , � . � SCALE: 114�� - � '_0° � - . . - � � Section F � � � � � � � � � � � � � � � � . r: �_ , � k; � :4 � � � x � Z� 4� �� � ���� � � �_ $Cl�,LE." I /4"� - f '_4�� � ,e ;# �+ �z a i x �. k. . . . . . . . . . .. .. . . . . . . . . . . .. ...... _.... . ._._ ........ � C� TE � . SfiRUCTURAL SYSTEM NARRATIVE ; A . The primcary support system for the sundeck additian is designed with diagonal �tensivn braces that carry the int � nded loads back to the � riginal structure . The existing wall framing at the upper I �vel is reinfarced with steel angle calur-nns cor� nected to ar� existing jamb stud pack . B . For arGhitectural considerations columns alang t � e outside � dg � are o ( used t� nd prc� vide an additional and redundc� nt lo � � path for support � A of the deck . Because c� f this redund � nt Ic� ad path th � use of the 5 " DIA TNRU BC] LTS @ � 4 * � `�+� '�+� �+�, exi � ting cancrete slab an grade as a foundation is c � nsider� d �8 � �/� " DIA STD WT STEEL PIPE , acceptable . � � THREAD EACN END FCIR 1 " HEX 8x14 DF No. 2 {��t� s�} ' � NUT AN � FLAT WA � HER , PING � 6x6 wf 6X6 C � L , —�.� o � THREADS T ❑ SEGURE NUT FI� DM I I I I I I � ( L ❑ [� SENING I I I I I 4x8 � 3a„ o. c� I � VERTFY C3 > � x6 KING STUII � , � �� Structural Steel : MIN , � I I I � � A . Structural steel shall b � de �tailed , fabricated and erected in I acc �rdance with the latest provisic� ns of AlSC " Manual of Ste � l N � TGH AND DRIL � � CI � UMN � RAIL. ING � Y � TEM , RE . Canstruction " . T ❑ RECEIVE TEN � TON PIPE � a � ARCHITECTURE B . Structural steel plate � and an � les, shall � c� nfc� rm to ASTM A3� . The I � Idtest editions of these requir�ments sha11 be used . St � el supplier I ` ��x'� x�2 Q`�� may optionally pr�vide ASTM Gr�ade � iJ. � DECKING RE ; A (� CH , sxs � � ca�.. � �1 C . All balts shafl be of A �TM A307 . � 4X8 J � I � TS @ 30 " O , G G��F��M D . All w � lding shall b � perform � d by crn AWS qualified welder, � ExI5T, 3- 2x6 E . f� elay painting within 3 " of field welds until welds are completed . ' STUDS AT � c NTZNUaus D E � I� � F� A � ( �) � P L� A � D�OR JAMB 8x14 DF N � , 1 BEAM , ❑ � ,�„ � � , _ � „ UPPER F � C1 � R � � � 1 " D � A � LAG SCREW CNTR BORE � k r Structural WoQd Framin � : TNT ❑ TOP ❑ F BEAM 1 � AND All framing lumber shall be c� f dry Douglas Fir- Larch ( DF} , graded by RE � PLA �1 PENETRATE T � P CIF BEAM 6 * MIN , � � i E West �rn Wood Praducts accardin � to the fcallowing recommendati �r� s . All � � � ( RAI � ING SY � T M 6 " nomin � l an smaller lumb � r sh � ll b � af Hem Fir #2 c� r b � tter, Timbers ,� � 2x8 � EIIGER C -� rimmed � ATTACH 8 " naminal and larger � hc� ll be of [� auglc� s Fir Larch D � nse #2 or better. a � The 8x14 beam shali have an allowable � endin stress Fb = � 00 �} si , min . � �� T ❑ 8x14 w / C2 > ��. " x4 '� AT � � � 3 � � 1 � " C1 , C , �q. " STD WT and shc� ll b � continuous over the column supports� � � � � � PIPE A . Except as otherwise nated , the m � nimum nail � ng shall be prov� ded as �� specifieci in the " Nailing Schedule " Qn the drawings { 2QG3 IBC Tak� le ��� � � � 23{� 4. 9 . 1 ) . � 1 DIA , � AG SCREW CNTR B � RE � � � L6x6x �/� WRAP � • � ''�-- " Bc�lts us �d far wood framin connections shall be in � t � lled with f INT ❑ T � P ❑ F BEAM 1 " AND 6x6 WC10D PC1ST standard washers ar� d nut � . � x8 � EDGER ATTRGN T ❑ PENETRATE TOP ❑ F CC} LUMN 6 " MIN , K N � �fg " � � � General Re uirements : EXIST STRUCT , w ! � � > }�q. x4 ,, . � , AT 1 � " (� , C � 8x12 DF N0 . 2 BEAM , � � , ; ( TH �? U -- B � LTS � A . Structural er� ction and bra � ing : The structura ! draw ► ngs illustrate � 4 ❑ , C , the ccrmpleted structure w � th all elemer� ts tn the � r f� nal pos � t � on � �4 " x6 " LEDGER - LOK TC1E - SCREW � � ( supported and braced . The cc� ntrc� ctc� r, in the prc�per sequence, shall 8x12 TNT ❑ 4x8 CCIL , C1 > NEAf� — 8x8 IlF C � LUMN � �...m , Nry� ..� provide sh � ring and bracinc� as may be required during constructit� n SIDE AND C1 ) FAI� SIIIE to ac �tieve th � final �ompleted structure . CQnt +� ct engineer �or ( s consultation � not in � ontract) as require� . GREATE PCICKET IN B . Existing strucfiures ; If construction ad joins an existing structure , € 6X � P � ST FC] R th � cc� ntrc� ctor shall be respc�nsible far verifying dimensions, TENSI � N PIPE - HEX elevatians , frc� minc� , foundation and anykhing efse that may �tffeet < 2 > �/'q, " x6 " LEDGER -- LOK SGREWS ; y the work shown on the structural lans . . ` ' @ � 4 " ❑ , C , � ; NUT C � NNECTICIN p Under pinning , shoring and INT � STUTI ❑ R STUiI BL � CKING , � �: � bracing of the existing structure s hall be t he so le responsi bi li ty o f COUNTER - SINK , TYP , SIMPSON GPS7 POST the c � ntractor. BASE INSTALLED PER --�.____� C . Dimens � ons Check all dimen � iQns against field and � rchitectural -- - MANUFAGTURER ` S °`�--_..�_. Sf� N �, ZR drawings prior ta cc� nstruction . Do nat sca { e drawings . TIIRECTIONS TNRU - BCI � TS @ � 4 " D . Construction practices ; The g � n �eral cc�ntr � ctor is r� spansible fc� r means , methods , t � chniques , sequence � or� d procedures f� r NT ❑ EXISTING eonstructian c� f this prc� ject . Nc�tify � tru � tural � ngir� eer c� f omissior� s 4x � PCISTS BEL � W EACN EXISTTNG CONCRETE SLAB ar contlicts b � tween the working drawings and existing cc� nditions . ❑ N GRADE WITH ST � NE STUD PACK � � �' � � � � M TOPPTNG E . Coordinat � requirem � nts f�ar mechanical jeiectrical f plumbing EXIST , B � ULDER WAL � penetrations through structural el � ments with structural engineer. Prior t � install � tian of such equipment or other iter� s tQ be � ttache �d to the structure, the con �kractor � hall obtain approval fvr conn � ctions and suppc� r�k . Contra � tor shall furnish required hqr� gers , � � T � � � � canne � tian � , � tc . r�quir� d far in � tall � tion c�f such item � , unle � s sp � � ificc� lly nc� ted � n plans. ° � � /2 �s = � , ° �„ F. Jobsite safety is the sol � respansibility e� f �khe � antractor . All � � � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � � � . . : a . ' a � a : � � ; � � � � ° � � � � �. . � � � . � . . m � th � ds used for constructiat� shal ! be in accc� rdance with the - � a a , .. • .Q .. �4 , , . : . . � . :• • • � � �. . . 4. . '°� ' . a ' ' ' � , d ( Q � GS � edition c�f the IBC . . . . ' ' , o• . ° • ' . • .° ., ` . d . . e . � ' � Q ' a ' � . d ,' � a � • t7, The structura ! engineer may make periadi � observat � an visits tc� the Q�° � ----._. jabsite for d �termination caf generesl conformance with the �� � ; construction documents . Such a � s � rvatiQn vi � its shall nc�t replace , � �. required inspections by th � gaverning autharitie � or serve d � " specia ! � ° � in � pectians " ds m � y be r� quir� d by Section 17 c� f the InternatiQnal Bu � lding � ode . H . Though every effort has b � en made tc� prc� v� d � a ec� mplete and ciear set af con � tructian documents , discrepancies c�r c� missions may occur . Reiease af these dr� winc� s anticipates cc� aperatior� and continue � � ammur� icatit�n betw � en the contrdctc� r , architect and engin � er ta provide the best possible strucfiure . Thes � dre� wings ,C`�, E � T { t�l �, 1 � huve been prepared for the use of a qualified contractc� r experienced E � L,� � � in the canstruction te � hniques and syst � ms deRicted , ��,� � t � �, Design � riteria : „ � �� `,� ` , � ° ; , �� � � ��_� � E � � � , ga � � � ���� � �,� �'� �� �� , �- � � � ` Ne ` , . � ;�� � �fj� � �,�� � ode Editian : 2Q12 IRC with Town of Vail Amendments � # °� � � � ' �-��� � � �� ��� �`�� � � � � ����' � � �� � , y � �.�,�.. .� � � �,, � ��� � � � � � � �� Live Loads . _ _ � � l,� > a .�� .T � .� � � � ��,: �, �.. � ___..,���,a.�,- -. � .. , � � Deck 100 psf { snow } � �� � ���. �� _ �a w a . . :�,�.�, ��� -� � , �,,. .,,, r�- � �� . Spa tub 125 psf � . .��, �R �,� �Sf . as F _._....�. . .�,�..._,. .,._.__.. . . .�._ ._ ._... _..,..,.... _........-...«�ntac ��� � F . .�.���. . �� Dead �oads: Sh,,�.�T�vc�� Deck 1 C} psf °��� t�i�o�ECT ARf� I �ONI RESIDENCE DECK ADDITIfJN �u,�tsot�eT�c��v; �w�, �, � �ateral Laads : � ��''��'� �� Tt� WN QF VA1L, CC} � �, F��z STRUCTURAL PLAN SECTI �}N & DETAILS Basic Wind Speed : 90 mph ( 3 secQnd gust } � ` �������� � '� �� � �.� , �� � � � � ' % � Exposure : C ��� 9 . 1 . 13 ���" � ��,� � � � �� �,� �� �� ��•�M.�,..a�."'` � ��� `�� in 1 1 p. 10. 13 ISSUED FOR PERMIT � '�� �`.t'�, �ox 3E1�2 = �a�l�. �otc�r�eta 8163 'C � ° . �`° � N 0. 17ATE AFASONFDR /S'SU'/NG' TH131JRAWIN� • JLIBIVC?. K E I �� � C� � �� .�