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Q � �i �'1�' 1 �'�C� / �'���l'C�� 5�C.:'c�c�N� ,��.1 („ ��_�o � �'���'��� ��� ������� '� �=H ���.r�� �� � � � �� Y�� „ � �5' r���: V ;� � � DESIGN CRlTERIA: RC}JAS PATIQ J4B �. 14Q9-11 :�a,::.. .z,�� :�..�����... Patio Live Lc�ad {Snow� -------------------------------- 10t} psf �.��,f„� . Patio t7ead Load -------------------------�_________- VARIES Fiaor Live Laad _____________________________________ 4t7 psf ����`'�s�,�����" ���� :�. � ������,, �,�, � � Floor Dead Laad -----------------------------------.- 123 psf :��Q�,� a � , Sei m{c Desi�n�Catet} r ________________________________ EXEMPT f Exp. B} � F � � � �+��' ��° 9 9 Y ------------------------------- .; > � IB�fIRC Edition ------------------------------------ 2012 �' .�s°a8 �� ��P�i`A`i_.'"��t'�1'EF�CC"i'!'t���. ���`'��'�1�$��+���C 7 � � �� � 1 I i a, �pecia! Inspections shalt be provided according to Section 1704.1 and the statement of specia( inspecticrns as required by the Town of Vail. 09/19/20�4 . b. �antinuous lnspection sha{I be performed =;f�r�:f��G���uv��r��,���except sir�c�te-perss fiiiet weltls 1'ess � ;than ��fs"�, arrd anchor baJ�s where tr�dtca�ed on the.founda`t�on����(��qi�> �� �� _ (�) v�?�xx�� c. �Periodi�. trisp�cfi�rori of.���1�=:�corrs�������n .��(�r��n:ts �hall inc[ude material verification ,in � _ _ � _ _ _ � � .� ����_.--��--�.�-�� � `accorddnce with �hese �irawings, mc��ufac.tu�ers���certificate ��f eornpliance, snug-tight� bo(t��d ( � � � � ,�`n � � $ =��t��,��}'4" ,.a��d���€�' ��relcls, reinforc�ng steel;,t,e°poxy i�nc�ors, arid arr`�'�� ��i����ecl in } ._ i p�J /�/�yy4.i/�.•�+•p� p {[ ,��T P�, ���YI..I �.rYi4let�✓�V. � � ` � � � 5 ( 4 � v � d. The structurdl enc�ineer does nt�t provide spscial inspections. Periodic observations of � € �. ,f , -,�= U �, ��, �0 � E+ �., canstruction by the structural ent�ineer are not fia be considered specia! inspectians- � � ` 1__�.____.,�__.,�' � „ Z � -(N} wisx4t3 t� 48 - �3 r--.c^, `�� I o.c. ��rwr�. {�} s��. � ° o ��«FO�c�Q co�c��TE: �� � ��,����<< � a�.°� � o �;�, � �. Cancrefie design is based an the "Building �ode Requirements for Reinforced Concrete" (ACi +�-� � ° I � � �d 3 1 8) �s adop ted by Chapter 19 o f the 2 01 2 f B C. `� ( <( •� ci. � b - � �� � � � F � Structural concrete shall have a minimUm 28 day campressiue strengEh of 30Q0 psi. �� � � -� N c. Cancrete shall be propartioned using TyKse I-li su(fate-resistc�nt c�ment. Admixtures containing � -� � � s chloride salts shall not be used. �` . �:� � i� d. Cald weather concreting procedures shall be prc�vided as recommended in the ACf Manual af �`� � p � Concrete Practice. � __�. ___.��� ��... t1 � N+�n e. Anchor bolts far beam ❑nd cofumn bearing plates shall be placed with setting templates. I � � � � � ,.�`n� f. Exp�nsion bolts shall be located at a minimum of 6 bolt diarrteters frr�m cflncrete sdge t�nd (N} W16x31 @ 48" O.C. � � � X�' spc�ced at a minimum o€ 10 bolt diameters unless nc�ted oth�rwise. , +� o BTWN. (E} 51t. BM.s � � � C� g. Concrete floar slabs an metal decking supported by framing shall have sawn or taoled control � � � m� joints at � mc�ximum spacing of 10'-U" in each directian. Lacat� contra! joints �long column '� � I +�/� � -� grid lines where possible and provide siab isalation joints caround ca(urrfns. 2 � _ _ (�j �tl?�x31 �: (E7 W2�xfi? E� '�'� :�`�� ' _ _ _ •�r� n �> .,.___ _ h. Concrete caverage fcsr reinforcing steel. � '!, Concrete cast against and permanently exposed to earth: 3" � � � � � � � � � � ! 2. Concrete expos�d to earth or weather; �' A. #5 b�r and smal(er 1 1 f 2" � �, � 8. 6 throu h 18 bar 2 � � 3. Cancrete not exp�sed o weather or in contact with graund: ' � � � � � � � x � � � � j � �{E) t�t.. BEL4W (C�NT/►CT A. Slc�bs, walis, jc�ists (#11 bar and smaller) 3 j4" � � � � � � � � � � � � ,� ENGR. 1� 1HIS DOES Nt?1' EXIST} B, Seams, eolumns 1 1/2 � s�. , � � t v) a16, :�, _ � ,,� t�.C. ,� �: REINF(3RCING STEEL �� �-- �_ " � � � I � ��_ � v.�� �. ___. _ ___�_..__�.�___ __ � � . ;� �-> { a. Detuiling, fabrication and placament of reinft�rcing steel shcal) be in accordance with the ACl - � � � � � � � � � I M�nual of Concrete Practice. � !� b. Except where atherwise noted on the drawings, reinforcing bc�rs shcall confarm tr ASTM � � � � � � � � � � Speci#ication A615 and shall be grade EQ �xcept ties, �eld bent bars where permitted by note ,-~�� � on plan, ar bars ta be welded, which shall be gr�de �-Q. � � � � � � '� S7 c. At spiices, lap bars 44 diameters. Do not weld or use mechanicca! spiicing devices unless ( spacifically approved by engin�er. d. At carners, make horizontal bars eor�tinuous or provide corner bars. Around openings and � � � � steps in c�ncrete, provide {2}�=-#5 bars extending �:.2,_6„ beyond edge of c�pening or stsp. � $. Extend reinforcing steel t� minimum of 2'-6" thraugh cold jaints. tJrr(ess specifical(y lacated � ._.______ __ __.__.._� _ �__�_ _._ �._ _�.______ � _ -$ .�- ._.�- .--�_ -�- -{� on p(an or details, coor�linate cold joint locations with engineer. ��� - -- _ _�__ � _ .__ _ �-_ _ _ . _ _ ._ f. Welde�i wire fabric shall conform fio A�TM Specificc�tian A-185. Lap welded wire fabric a minimum af one full mesh plus two inchas. Laps shc�ll be wired tagether. 8"x8" CONCRETE--� � g. Epaxy adhesive for reinforcing dowels shal! be "Hilti" or "5impsan" or approved equivalent BUTTRESS C� 8' � adhesive systems. Minimum embedments„ if not specificafly indicated on the drawings, shall � MAX. SPAfV �� � � be ac�ording to tha manufact�arer's specifications. h. Metric bar size canversir�n taale; � � � �� METRIC #10 �13 #1 B �19 #22 #25 �29 �32 �36 � INCH-POUND �3 #4 �5 #6 �7 #8 �9 �10 #11 � r�o�� STR4JCTURAL STEE�: sca�E_ a �° _ �r-a^ � 0� PLAN NOTES FQR NEW FRAMING. a. Structural steel shall bs detailed, fnbricated and erectad in accordance with the most current � editions of AISC Specifications and Code af St�ir�dGt`tl F'rt�ctice. �. �asnr+c corisrnuanora t��s woic,�tm�trtus< _ 3.NEw consteuonor�CN}is iNacn�o nius( }. b. Structural steel W shapes shn1E be ASTM A992. flther rallad shapes, including plQtes and �� 1.�1 angles sha11 be ASTM A36. Raund or rectangulc�r HSS shapes shall be ASTM ASQD grode B. c. Ai( bcs(ts used in steel framing shai{ �onform to ASTM Specification A325. Anchor bolts tind ,,,,r1 bolts used in timber connectians may be ASTM A307. Balt sizes sholl be 3/�"� unless noted � .`�� otherwise. � r 1 f--� d. Typical framed beam connections shall cansist of pc�irs af �4" angles using th� maximum �'"'° p� number of 3/�"� balts called for in T�ble 10-1 or combination bolts and welds in Table 1t}-2 p� of the A(SC Manual {Thirteenth Edition). �=� � �`�' . � e. Expansion l�olts shal[ be wedge type "Hilti" ar "Rawl" ar "Simpson", or appraved equivalent with � �� � the following minimum embedm�nts: � � �. Yz"� ____—__---- 2Y2�, � 2. �/a,>+� ____--_ ---- 3" � �. 3�4,:� ----------- 4" • f. Ali welding shall be done by an AWS qualified weider. Welds not specifi�ally indicated shall be � � � � . ��" fi{let welds aeross the fu(! length af the joint. T p.� � g. Delay painting within 3" of field welds until welds are completed. �� � h. Where corrosive soil c�nditions exist, steel ang{es that c�re used ta support exterior stone � ., veneer shal! be galvanizad and shall be attached to the foundation with galvanized or stainless �� .1 -1 � � steel expansion anchors. p'-"� i. All grout beneath columr� base plates and steel beams at bearing sha(f be non-shrink, -������� �.�, ��,�� � p� � � ncan-meta(!ic type grout. Grout shall have a minimum compressive strength ofi 250G psi. ��� � � � � � f. � ���_ � � STEEL DECK. ���,,����� � ���°`� ��.��,�:,���.�. � �����r� ����� �� � � a. Steel raof and flc�or deGk shall be the depth, gauge dnd rib type indicated on the drawings. "`� � ������..�� -��� �� ��Pr�.,������ � �� . . -� ;� b. Qeck sha[I be fabricc�ted from stsef sheet conforming tc� ASTM A.611 Qr A.446 having a � minimum yield strength of 33 ksi. ��; ��_. .�... ..�.,� ��.� ..�.��.�,,, � � c. Deck shall be manufactured c�nd erected in acc�rdance with standard recommendations of the Steel C7eck Institute. ����; _�._�.,��. �.��,_�_,�,..��..��.m�.�.�, ,� ., d. Sheets sha(i be finished by phasphatizing and paintin� with a baksd-on acrylic primer. Where � deck is used as a cor�crete farm, the side of the deck in contact with the concrete sha{I be phosphatized but not painted, � ` e. Openings larger than 6" in diameter shali be approved by the structural engineer prior to beinq cut into the deGk. � f. Use welding washers for deck with thicknes� less thar� 1$ gauge. �� � ' � GENERA� REOUCREMENTS: � � a. Structurql erection c�nd bracing: The structural dr�wings iflustrate the campieted structure � with all elemen�s in their final positions, properly supparted and braced. The contractor, in � the proper sequence, shc�li provide shoring and bracing as may be required draring construction to crchieve the final campleted structure. Contact structural engineer for consultation {not in /`'~�� i contract} as required. � f, b. Qimensians. Check a!I dirr�ensions against architectural drawings prior to construction. Qo k not scole drawings. � �� 3 x� � �� , � c. Canstructian practices: General cgntractor is responsible for means, methods, techniques, • j�--�-°°°° ��, � � � � � � � sequences and procedures for constructian of this project. Notify structural engineer af 4" STONE VENEER PER � ' ,� amissians or confliets between the working drdwings and existing conditions. Gaordinate AF2CH. �,,�'' '� requirements for mechanical/electrical fplumbing penetrations thraugh structurai e{ements with GUNNlTE Pd01� BY OTHERS {8" MAX. THICKNESS} � � -�°°°�� structuraf engineer. Jobsite safety is the scale responsibility of the cantractor. A!I methods �; ,""' � � �,, � ��,, used for construction shafl be in accordance with ths latest editions of the IBC jIRC. ..-� "• PLAN1'EF2 w/ SQIL d. Details not specifically shawn on the drawiags sha11 ba constructed in a manner similar to the {��� � � � � (3' MA?C. DE('TH) detaiis that are shown for (ike canditions. These items shall be brought to th� attention of 1.5C24 CONFORM DECK wf #4 Q 12" �� �-� � the structural engineer as soon as possible far approval. Approval shall be obtained prior to M 4.C. EA. WAY, CENTERED fN SLAB �6�" � � � #� �! �� � instal(ation. TOTA� DEPTH} {2)-�5's C�N i�. H C 7 R�Z. 1� �� e. Ali waterproafing and flashing is the respansibility c�f�the tirchitecfi and cantractor. � #5's VERT, @ 16" O.C. w� 5" /� ��m`�`� � � f. It is the res onsibilit of -the contractor ta contact th'e strucfiural en ineer at the a ro riate � ,��c,�*��%�����v � TOP & B(�T. P Y 9 PP P EMBED, 1N. SIMPSON SET EPC}XY �r��r�� � `� � � ����, time to perform site obssrvation visits. Observafiion vi�its to th� jobsite by the engineer are � : ` fv���� � � �C� for determination of gener�l conforman�e with the construcfii�n documents csnd shal! not be , „ „ ���i;`r���'�� �5's CONT. HORIZ. C� 18 construed as inspectic�n. , �5 s V E R T. C�? 1� Q.C.' w/ 3 Y2 �" ';,�r�i�,,�`�%f �� t?.C., TYP. g. Though every effort is made to provid� a complete and clear set of constructi�n documents, 1���� � + __. .� __ _._ � .__ � _ _ � � � EMBED. (N SIMPSON S�T EPQXY %����"���f�,� T.4. SLAB d � = n � �'��r��,��f,,�i�`"�f�, ���I� ���Ir���.. discrepancies or omissions may oecur. Reiease of these drawings anticipates c�operation ond `�`i''�i�'v� continued communication between the contractor, architect and engineer to provide the best � STONE CAI' PER ARCN. ` �������;;,'� � $ ossible structure. These �irawin s have been ee ared for the use af a utilified contractor °,. _��-- �- - __ ___ _. __ _ ���`r�✓f� P 9 P R q - :� l - -- .- .--_ _.. .__ _ �,�r,`,y.,,� CONC. BUTTRE�S PER PLAN experienced in the construction techniques and systems depicted. d (� ``��� .�,��i� h. Existin structures: Contrc�ctor shail be r�s onsible for verif in dimensions, elevations I ''��`'~' � 9 P Y 9 � 5's VERT, td7 16" O.C.----� � CONT. L�4x4xY� wf ��"�x4" �� I #4x V.I.F. C� 18" O.C. ad '�`� ��,\� � _ a -RfG1D INSULATfON frc�min foundation c�nd an hin els� that ma offect the work shown on fihe drawin s. � "� r '�`��' 9, Yt 9 Y 9 ` EXP. ANCH.'s Ca} 12" 4.C. I � � ��i`�i ,�'�%'r��r � Underpinning, sharing and bracing of existing structures shql( be the responsibility af the ° � -- �'��y J(�(� cor�tractor. �}, �-�, , ( � N CONG. S�AB w . � °��.f�����;�; 4". �" (��SIt�t1�t� �7y - �5 s CONT. HORlZ. t� � � 6x&-�W1.4xW1.4 WELDEd PER�ARCHND MORTAR � + �i,�ii�r�% �° � (N} GQNC. WALL � N�R ��" o.c. — dr�wn b � ( I wiRE �A��ic ° checked b ; . s � d a� a � Y TDN __ � R1Gfd 1NSULATi4N- "� � ° ' _ � e � ° � i- iSSU�t� 4 VOID � d�9 �oad ( e ,� �< _ Q � � � g � A �,�3�, �„ 4,�, � � f � �rr ���� ,�',� ��r , ; �. ° 4 � Q �- �F I 1 � {�} cor��. vv�a�� PERMIT 09 19/14 ���`�',�i����``��'�.��`� �f��` ' (E} STRUCTURE ��1/�!/�/,r�/,r/��j�,�/��� /,.� c� s � i ° _.� ° .�� ,� a ���.�rf�.�ir�~����}�,�y��y��`�\y�i�f� �,��r {2}-#5 s CON T. H ORI Z. } Q � � �/j�/t\��`�j��.�j��/��i'/�ff YJ'�ti//,*��f�� 4 . ' a a +df� ���. � q N�Q _�' a o� � �,�y����,�����;,��,,, ,��� I I � � ��.,� ��%f� �� r� `— � ` I �\.-''�\\����,���,\����\.�/x�� \\ � � � . . - , . . . _ . _ d � . �% P°�.�-=--� � 1� � _. . rt -� � . _ -� -___ _ ._ _� _ � ( 1C} �. V�,R(ES i,�, ��i����%�'����'!�`���,�i�� � __ _._ � � _.._ � G � ° � ° 1`2 T.Q. SLAB _ � A � � � � � � � e � A � {E} CQNC. SLAB ANQ --�.. �' ` ° ° °� � a d �I=�j � � I �__�.� 4 � ° DECKiNG '� d I� ° f� l`- � �` g �1 _A ��° � � 1 �Z�;��;1�� ��`�..�I�_� _---����.�� ��.�_.I��.=---��--� 1 �( � d � I � � � a _ � � ._ _ - � -��#_ I � Y¢'yt�x2Y�" EXP. ANCH.'s (2}-#5's G4NT. HORIZ. �� Q � ! � � k�� I ' Co? 24" O.C. TC7P & BUT. � � g � I ��� � � d�p � d a� � �G� ----•----= � i .i � r' � � , � � �� � �16 � _ _ _ �- _ _ _ _ — — _... � � _ _ _ _ _ _ _ _ _ v � ��� i {�v) sn. �M. ��� ��,�� 1 � � � __ �/ L�x4xYa�xo'-8 w/ (2)—�a.,,s� sheet Y li , � >r THRU-BO�TS OR WE�D � � � � �� I - -L�-x4xY�xt}-9 w f {3�_'�¢ � I � � \ z � � �- r- -� � THRU BOLTS QR WELD FACE �': y4„x1QY2"x1'-4 wj ,- � I I {�) V�12�x62 (4)-��1�."�x6" EXP. ANCH,'s I } ' � � . � ��f���. ��4�T = ��—��� � ��l�L�. 3lr4:, _ .�,^�ra � S1 ����� �� ��;„��� '`, SI �� ������� � ... � � �� ������� ��r���� � ��� ������.���$����.. J�B �� 4Q9-11 4; r�� �- ��.� '� � � �.. �. ��� - __.__ _ �� _ N�