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Home My WebLink AboutB15-0198 PLANS APPROVED + w ? �k �o��- _� �� J��O l(i� Vpv�� Q � +�,�� GO � � Q��'�}�� Q-�n'��'#` �Q,� EDGE OF EXISTING DECK TO REMAIN NEW DF#1 8x8 PER PLAN � 2 PC. EMBED 1/4" PLATE � T-ASSEMBLY w/BEARING PL 1/4"x6"x6"AND VERT. PL 1/4"x4"x10"w/2-3/4" DIA. M.B. 12" THRU COL.AND 2-#5 DOWELS WELDED TO BOTTOM 2�� ONE 3/4" DIA. M.B. w/ WASHERS THRU GL AND CONCRETE PIER \ 4-#5 BARS DRILLED 6" INTO EXISTING AND � GLUED w/EPDXY �� —� � � -. ' . � �� ` ' . . . �— p DE�'AIL D S� 3/4"= 1'-0" PERIMETER OF EXISTING BUILDING TO REMAIN EX.2-2x8 TO REMAIN EXISTING TREATED 2 x 8@ 12"o.c TIT� REMAIN �0�5�� I REPLACE ROTTED BEAM Q��`P w/AYCGL31/8x9 NEW FOOTING PAD R��'�qCF . ___l .:i��r\P�� BAR;EACH WAY 5 w��F#�8 8 1/4"BENT PLATE 8"TALL w/ 2-8"LONG LEGS AND 2- 3/4"DIA. M.B.THRU EA.GL BEAM(5 PLACES TYP.)PER DETAIL F/S4 S.V O0�� E ��C^} S4 �O � wEA C GL 30�$X 9 BEAM G��.��G NEW PIER PER F��$�� SECTION �`pF n EXISTING EXISTING LEDGER TO REMAIN — � �D ..l S1 , G�'P�' U �%�� a f Q�� REPLACE ROTTED ll BEAM iNITH AYC GL 5 1/8 x 9 ,�' REPLACE ROTTED BEAM w/l�YCGL31/8x9 S1 -#3 COLUMN ES EXISTING 18" DIA. PIER TO REMAIN 2 x 8(c�,12"o.c TO REMAIN � X � � 3 e�� . W��.,.r �;� � � �-��'�"i�r��.�e��:� ��te: S ,� _; ��. �- �� ' 1/4"BENT PLATE 8"TALL w/2-8" �O�l�,�j+� LONG LEGS AND 2-3/4"DIA. M.B. THRU GL BEAM AND 2-3/4"DIA. ��t�,/�� EPDXYANCHORS INTO EXISTING G FOUNDATION(2 PLACES TYP.)PER �C�,Q/P-��' DETAIL F/S4 �� EDGE OF EXISTING DECK TO REMAIN o`¢� LOWER LEVEL DECK FRAM I N� PLAN 31 1/4" = 1'-0" D 31 i_ � � _I _ _ • � • ! ► .� � G � O N J � � M � W i W � c �� •� N� �� O a v � a� � � o � •� N O � U � O�� , a> W � � � � 0 � ao � W� Y O U � � m J W m > � � � — �� I IIII IIII Ip IIIIIII�I r I I �� ' ��dlUi o -; , , . � EDGE OF EXISTING DECK TO REMAIN O�Q�1'$.�'0 ��OF � �} ��2 �� _�� v�� EX.GL 5 1/8 x 13 1/2 TO REMAIN I z I ¢ I � w � o � N � M X � � � � Z (. � � w �I z ¢ � w � O � � � x N w EX.2i_2x12 TO REMAIN PERIMETER OF EXISTING BUILDING TO REMAIN EXISTING 2 x 12 @ 12"o.c� TO REMAIN wi pF#�8x8 G"0'r,}.4� ��p�� REPLACE EXISTING ROTTE L 5 1/8 x 13 1/2 w/ NEW ALASKA YELLOW CEDAR GL 5 1/8 x 15 �� o � � � SIM. /� \ Po�p�1'�.�,0 �� NEW TREX DECKING AS SELECTED BY OWNER EXISTING FASCIA TO REMAIN EXISTING TREATED SLEEPERS @ 12"o.c. TO REMAIN - REPLACE WHERE REQUIRED DUE TO DEMO DAMAGE. EXISTING MEMBRANE TO REMAIN EXISTING GL 5 1/8 x 13 � EXISTING PLYWOOD 1/2 TO REMAIN OR NEW AYC GL 5 1/8 x 15 TO REMAIN @ DETAIL A/S2 SIM. EXISTING 2x12 @ 12"o.c. TO REMAIN EXISTING HANGERS TO REMAIN EXISTING CEDAR TO A D ETAI L A REMAIN SZ 3/4" = 1'-0" EXISTING 2 x 12 @ 12"o.c f,�TO REMAIN EXISTING GL 5 1/8 x 1311/2 TO EX. GL 5 1/8 x 13 1/2 TO REMAIN C : A 32 o� ) ^ � � a 3. P� � o�-��/ �/ 3^\� �,,��+ � .�UV�C) �- �j� / � t�+/1f L�!'i11�1�;: � �� `�t�� .,�--------- �j . _ _____--��- � EDGE OF EXISTING DECK TO REMAIN UPPER LEVEL DECK FRAMING PLAN 1/4" = 1'-0" �_ � � -I _ _ • � � 0 N J � M � W � W � a c �� •— N� �p m � � ci a� a� � a o n� •� N O O O � a u y ° `° d> � W � � � O ao � W� Y O U � � U � m J Q � � c� � � O N } ' � � N � S2 OF 4 • �S�RUCTURAL SPECIFICATIONS 1) Replacement dc�c:king to tx;TKFX.as selected by o�ti�ncr supEwrted at l2"on center and connected in�ccordance�vith manuf�cturer';,taaciard details and �pecifications. Insnect sl�epers at time of Jemulition,repluce a..required with treatcd tapered sleepers nt t2"on center placed above existing joists. ?) All cast in�lace concrrte must lx made�vith Pc�rtland cem�nt und attAin minimum cumEn•cssivc streneth of':400 psi aftcr 24 da�s(minimum com�mssivc stren�th oC d000 psi after 23 days fiir co►trrete used in slabs). Design based upon BUILDIN(i Ci)U�:I2EQUIKER�EN"CS f'OR REI�f'URCEll C'ONCRE�fE.(ACI 318),1999. Concrete placcment to canfomi u-ith"Conswction Reyuircment.s'as d<fined in ACI 318. 3) ReinCorcing strel is AS"I�A1 Gr�de 4U. Reinfc�rcement placement shull conforni to t�4ANtIA1.C)I`S�A?vDARi�PRAC7[CI:.2001 as preparcd by CRSI. :'11l lap splices to tx minimum 36 bar�liameters,all horizi>ntal reinl�ircement to be continuoas art>und corncrs and at a•all intcrscctions. Minimiun rcintc�rcement protectic�n- -concrete poured agains�earth 3" -cancrctc�urcd in fonns 2" -concrete slabs 1„ 4) I.i�e loads used far design- -Rocif-80 pst�sttn�t�. -I-7oor-50 psf residential. -llrck-(W psf. -VVind-90 mph(?sccond gast),Expnsure 13. -Earthyiu�ke-%ane C-1BC. 5) Spvctural steel shall hc AS"fM A3C or better,anchor l�lts,lx�lts and lag bolts shall�;A307 or bcttcr. AU suvctural stecl is to hc dctaited fabricated.paintcd and erected in accardance�r�ith AISC S7�EEL GONSI�I2UCTIOi�MANUAi., 200�and COD(i O�STATv�ARD PRACTICF. All wctding to tx per('onned by �certilied�aelcier anJ confomi w AISC and AW`S S1RC�C"CUItAL.W'�LlltNG CQll1-:.2(?00,al!electrodes to t�e E:i:-7Gfi.�i. C�) Glulam matcrials,manufacture and quality contra)sha11 confiirn�to S't�A�nARD SYECl1=1CATIONS Ff)K STRUC fURAL GLUEU LAM[NA f�D I�IMIiLit Of SC)TTWOt)D SPTCI}IS,AITC I 17-2p04 a�id TIM}3I:R C(?NS7'RliC7"ION hfANl1A1.(5'�'editian)as{n-epar�d by Al1�C. Continuous or cantilevered tx.ams shatl be Cc�mbinaiion symbal_'OF'-V 13(Alaska Yellow Cedar)with na camber. Adt�esives shalt confornti to the reyuirements I��r�+�et cc�nditinns of sen�ice. 7) All constn�ction must comply�with the 2012 lnternational Building Code�s adopted by the'I�ou•n of Vail Building llrpanmem xnd the"Cienera)Conditions ol the Contraet fc�r Constniction"(AIA I)oewnent A2ifl). All eanstructi�n matit bc, completed within the toltra�ices described in the��RcSiClCfltl8l COI1StRlCl1011 Perti�nnance Guideline+"as prepamd hy the I�ATt()NA1,ASSCK'IAT(ON(aF i►�h�r r�un.nr:xs. 8) All struetural membcrs are shown in their tinat positions propc:rly hraced and supported:during cvnstnutiem it may lk necessaty tc�temhararily shore portians of die structure�vhila othcr portion.are bcinst constnxted. Contact the cn�ineer for cons�iltation as required, 9) General Contractor is resperosible for ali n�n-spc�citied co�mrctions,contact enginerr ti.r details as required. ll�a en�ineer is ta appro�•e ait structural suMtitutions. I O)Gcneral Crnitractor is to coordinate all diaphragm�x:netrations(i.a.,chimncys, plumbine,sc�vers.ctc.)throuch t7oors,walls,roufs and foundation�valls�vith appropriatr sub-contractors. Gener�!Contractor is resperosible Ic�r thr menns, methods,techniquts,sequcnccs,pruccdUres,workmanship.seasonil scheduling and job-site safcty associated�vith this pr��ject. 7he General Contrxtor is t� vcrily all dimensians and elevatia�u«•ith the architecCtrral dra��•ings. Notify enginecr of all conilicts and omissions tktween varinus elements of'the k�orking dra�cings and thc cxisting conditions prior t�commcncing�cith ihat�rtion o1'the projzct. General Contract�r is to inspect remocie(prajects�nd veriCy prior use nnd proper dis��osal�f cxisting materials(i.e.,asbcstos,etc.)ac required'oy codc. 1 t)All mate�ials c�pa�;d to cxtetior and or moisture conditions shal)Ix tmated for these conditiai�s(i.e.,chemical treatment.staining,painting,dumrrcroling. membranc. Ilashing,rtc.)as required hy c�de. All material�to he l�Yated for tire resistancc as rcyuircd b}'cudc. I?)Sprciat inspzction to be comEilrttd by building olGciat appra��ed ins�ction a�ency for e��xy glued do�rels�nd soils infoRnation. lnspection re{�rts to be prcparea in acc�rdance with It3C Chapter 17 an appre�vcd fanns,verifying compli.uice�vith cons�ructian documents and be submitted tu the buildinQ nfficial for review and approval,copying thc aH�ner,�enernl contractor and engineer. Coordinate inspections�vitli general e�>ntractor so that speciat inspections cAn be periaclic rather than continuons. � � ih � � � �. NEW DF# 1 8x8 COLUMN PER PLAN �i i i , 1_—l_ C _ 1� - EXISTING GL 5 1/8 x 13 1/2 BEYOND B S3 � i i REPL/ � CONN i BEYOI I� � I � i � � � J NEW AYC GL 5 1/8 x 15 BEAM PER PLAN � DETAIL C S3 1 1/2"= 1'-0" �`�I��L� �-i.�� .. ,...��19��aIVA�� .:.te: '�� P= _ �, _r, EXISTING GL 5 1/8 x 13 1/2 TO REMAIN . = I�-- EXISTING \' OR -- N \ N � � 2�2�� 25�8�� , , $., � � NEW DF#1 8x8 COLUMN w/ NOTCH TO MATCH EXISTING 2 1/2"x 2 1/2" NOTCH FOR BEAM BEARING REPLACE EXISTING CONNECTOR 2-3/4" DIA. LAG BOLTS 12"LONG w/ MIN. EMBEDMENT OF 5" INTO EXISTING 8x8 COLUMN TO REMAIN S3 NEWAYCGL51/8x15 B DETAIL B S3 1 1/2" = 1'-0" � 0 N J � M 0 W � i w � a � 0 N � Q � N U � � � N � � � .� � � a � i W O W � � � W � � Y � m m CO CO � N� � N� n� a � o r� N O � U °.� a> O Q � � O J � �� u u� ��yllll� 1 IIII � IIII�� e - � � • �'] �� 4" I 2" I 2" :: � 2 @ 135°AND 5@90° � 1/4" BENT PLA w/4-7/8" DIA. HOLES AS _ SHOWN � � � ___- -- _ N F DETAIL F S4 1 1/2"= 1'-0" NEW TREX DECKING AS SELECTED BY — OWNER EXISTING 2x8 @ 12"o.c. TO REMAIN - REUSE EXISTING HANGERS 3-#3 COLUMN TIES 4-#4 BARS 4-#4 � 2'-0" DOWELS � 8„ 3-#5 BARS EACH WAY ��i� 2�-�� VIEVVEC� .. ��VIPLIAP�1�;- ��t2. � .�� /° �.�'°.�.�,: ih � ALASKA YELLOW CEDAR GL 3 1/8 x 9 CONT. PER PLAN \ 2 PC. 1/4" EMBED PLATE "T"ASSEMBLY w/BEARING PL 1/4"x 3"x 6"AND VERT. \ P L 1/4"x 4"x 10"w/2-3/4" � N DIA. M.B. THRU GL AND 2- #5 DOWELS WELDED TO -_— BOTTOIVI 12" �� L2�� z � CV ih 0 E DETAIL E S4 3/4"= 1'-0" Z � 0 � U .� � � Qi � � E .� � � � m`�" N� �p m 7 a ° � N O O O d U �� a> r� W � � 0 � ao � W� Y O U � � m J � W Q N � � > � � J � � M � � � � W � a � S4 OF 4 I