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HomeMy WebLinkAboutB14-0309 plans approved � EXPANDED FOOTING 2�_6��X 2�_s"X,�� w/3-#56ARS EACH WAY EDGE OF NEW DECK , 2� 1'-0" 2� TO MATCH EXISTING 7r�5- 8 '� S3 a� ! I �'' �J'-3" —�-1-- �J'-3" ——�— ��� N � � � � - � � � _ _ =� _ _ --T-] . �� � + � �il 1 � �..GO � � �- i io � IIr� ''�� " �- � , ' � J � J C� 1'-4" CONNECT NEW FOUNDATION TO EXISTING FOUNDATION w!#5 DOWELS x 3'-0"@ 16" o.c. DRILLED 6"INTO EXISTING AND GLUED w/ EPDXY. $�� ' I 1'-4"I I 6"STRUCTURAL SLAB � ,- FOOTI,�VG PAD ABOVE w/#5IBARS @ �I 3'-0"x�'-0"x 10" ' g°o.c. BOTH VIVAYS w/4-#5 BARS ' �+� EACH WAY '��-�1 II �.,� C I�._.� °° ,� S4 -N �� � ^. � - -- 11'-03 8 I, � � '�� i I I� � � � L 5'- - - .� EXISTING FOUNDATION TO REMAIN J � � 0 i� �OW11 O$ �/�I� ,. ����� � � �� 3n. 1'-4" FOOTING PAD � 2'-6"x 2'-6"x 10" , p w/3-#5BARS ! S5 EACH WAY I��__ _ .� - i��� I II �\Ji 4� I . I I `�- + � I � � - I I �, , /� i �1'-10" I � � ( � �+� I � ��� 4�� OP�UB � I � I j��� � I � D S5 '�i' _�-- _ � � �� �- � ���� � _ � ' ' _� � J B I � FOO IING PAD 9'-1"x I �3 C 9'-1" 10"w/#5 BARS I 0 54 @ 12 o.c. BOTH WAYS � ��� co � � i FOOTING PAD '' � I 3'-6"x 3'-6"x 10" ��� 6�g � w/4-#5 BARS ��-4'-8°�� EACH WAY I I I I :-:�-.i%�����. ��� - , � 7� , . G •�� / � C FOUNDATION PLAN ', a- • HOT TUB- FIELD VERIFY USE OF"SUMMIT'HOT-TUB, 1/4�� _ ��-O�� DIMENSIONS ARE 7'-9"x 7'-9"x 3'-3"TALL. -� � � .� � o �LI , ' FOOTING PAD 2'-0"x 2'-0"x 10" w/3-#5BARS C ' EACH WAY �7'-4" � � � L� � \.l � D �uG � 1 2014 NORTH TOWN OF VAI� U .0 0 ci � � � .^ C N m N� �m � � O n� N � O O 1] U a�; a> a � � ,� ��, � � Z � W — 0 W � ' � � gZ 0 a � W z � w � � � � m �I W ° � � ~ J , m O � '� � J F � Q F 0 � O J � J 2 � 0 W H' � � � I! 0 m � C� v C�D � � QT V I ', �. �� � � S� OF 6 I`"� n � � i � � � [:3ii AYC GL 3 1/8 x 12 TT Tf Tf Tf Tf Tf�i Tlf I I ' �'�oK'`�-I "U21 i Tl"P. EXISTING / F FOUNDATION S6 TO REMAIN 2� 1'-0" 2, E i I �k.PG� '3 S: Q� AYC GL 3 1/8 x 12 Tf TT TT T7 TT Tf Tf Tif � I �� � I � � i� + X n2 r��°o��.�. 2-2x12 LEDGER w/ 1/2"DIA.x 6"LAG BOLTS @ 12"o.c. INTO EXISTING FRAMING AND 3/4" DIA.x 6"TWA'S INTO FOUNDATION >`.''I, � �–I. ,,��, � (V EDGE OF DECK WOLMANIZED 2x12 @ 16��O.C.TYP. YC GL 3 1/8 x 12 � �_� ' Q`AYC GL 3 1/8 x 12 _' . ■ � � �, Tf Lf If Tf li I� � "TF"HANGER • ° TYP. ,' T7 I il i I i� � � I � '. � � 2-LVL 1 3i4 x 5 3/4 �` x 12 16"o.c. � � , � � � i��� � —8 �� i WOLMANIZED 3-2x12 � �'ro I� , �±, �II— i � . � Ho ��uB � x � `i V� .- ' � " ' v � � � �� WOLM.2x6�@ � �� � ��� � � 16"o.a�Tl(P. A � ,:, ., i �; f,:) I ll III ll �ll I ll I �ll TT i� TT Tf Tf Tf� TIT � '� I �AYCGL6314x1 � �� � � �,--+�-�- i,�� i_ i � i J ■ W�LMANIZED' 2 x'12 16"o.�c. � I � I I� Q - � � i i I ; „ 210" I I i T P. i ; �' � ,��.���--�-� EXISTING FRAMED� G WALL TO REMAIN S6 2-2x12 LEDGER w/3-1/2" DIA.x 6"LAG BOLTS INTO EXISTING STUDS @ 16"o.c. DECK FRAMING PLAN • CONTRACTORS OPTION- SUBSTITUTE 3/4"WOLMANIZED PLYWOOD PLUS 1/2°WOLMANIZED PLYWOOD FOR 1 1/8"WOLMANIZED PLYWOOD SHOWN. A "TF" � \\ I � �.,; ■ VL 1 3/4�x 5 3/4 I `�, _� � �' ' I !� �i.l i T,� 1L . � �C �5�/8x1,z � ,� 121 C� 16"o.c. ��+6 I I'�� AYC U �m N N •C N� �m 0 Q � 6. � � � � a o N� •� �O � U y O� d> {'-:d��. ..\ _ — � �' - ,. '>'%, .� ,�e � . � i r _ � � ,�< �f' � i , �: A��j !' C , , � , � `t . OC�Fr' WOLMANIZED ��" � I 2-2x12 �� .'�. . I� I� WOLM.2x12 @ ' Z ch �� 16"o.c.TYP. � ���; � z � U I � Q ;I EDGE OF DECK ,I � m ■ � �Q-��k.� �''� WOLM.2x6 @ ' W � Qp 16"o.c.TYP. � V Z � -- go � a � e �, I W z I A��FT�� ' °� J ' ' � � o m � EI W N � co S� Q � � I M -� m � O � �N U � � IU °' � � J F � Q � Q � O � = J � 2 � O W 0 � � � I �,+ m (� V � � ' � I 1 ¢ T �-��4; °� � � � �- � � I��� � i ��i�l� �� G?-----. I! � i � ,;� ''� � �� _ � �� �i'! � _ N RTH 1/4 1 -0 O - S2 OF 6 2"STONE AND MORTAR WITFi HEAT BY OTHERS WATERPROOFI N G MEMBRANE AND — FLASHING BY OTHERS 3"CONCRETE TOPPING w/WWF 6x6/10x10 CENTERED SLOPING TO 1"AT EDGE OF DECK WOLMANIZED 1 1/8" PLYWOOD — WOLMAN IZED FRAMING PER PLAN #4 COLUMN TIES @ 12"o.c. � 4-#5 DOWELS AT CORNERS 2,_s„ 10"J � _ �. ,� � � � • II • � �� �� �� � ,i 3" � � 2"STONE/MORTAR � 1"CONCRETE SLOPING TO 3" AYCGL31/8x12 BEYOND 2"STONE VENEER w/ MASONRY ANCHORS EVERY 2.0 SQ. FT. 4-#5 BARS CONT. AT CORNERS EXISTING GRADE TO REMAIN FOOTING SIZE AND REINFORCEMENT PER PLAN � EQ. ?'� 1'-0" ?i. EQ' � �—��i.-�:I PER PLAN ' B DETAIL B S3 7 PIERS TYPICAL 3/4"= 1'-0" 3'-3" 6'-0" MAX. 4'-0" MATCH EXISTING WALKWAY 2-#5 BARS CONT. TOP AND BOTTOM #4 DOWELS / @ 16"o.c. 2'-0• 2�-0., 2-#5 BARS CONT. 0 � . 4" . ■� . . 4" 8" I 4" ; � 1��A 2"STONE AND MORTAR WITH HEAT BY OTHERS WATERPROOFING MEMBRANE AND FLASHING BY OTHERS 3"CONCRETE TOPPING w/ WWF 6x6/10x10 CENTERED SLOPING TO 1"AT EDGE OF DECK � �� •— N� �� O p v � � � � a o �R •� N p O O � D U s �� � a> r-,_ �� � ,�...,'",`�� � } ;�`� , r. __ _ _ �,, �" --- .. r.r '�i��,. � -- .=�' ,� ��'4,'y.`.;�..n'�'3�. Z O ' '—?� 100'-0" � (A —_-_=__ � _� W > �=r= � ,°�' �, � � � � �. ''� � � � Z � _ 4- � � � , } #4 BARS @ 16"o.c. #4 DOWELS @ 16"o.c. 2'-0" � 8J 0 � � � �—� I i 4" DIA. PERIMETER DRAIN w/GRAVEL- DRAIN TO DAYLIGHT(TYP. BOTH SIDES OF WALL) A DETAIL A S3 3/4"= 1'-0" a � W z � � � � o 0 � m Q ' W ° o� ' G E— O , m ° o � � J � Q F O > �' OU I J � � Z � ', Q W 0 � ' � � � ' 0 m � c� v � Q T � � � � � - - - S3 OF 6 STRUCTURAL SPECIFICATIONS � ,a �t 4} 5} C�) � I�c>undati�3n�c�i�n t�a��c�u�n-��as,umed�x�atim�u�t�t�i1�b�arin����tfcitt c�f 2�)(?(a �s#"tu t��w���ri!i«i h} a;;e�il,en:.=in4�r at th�time af e�c�ac�a:tic�r�. .1#1 ii}eaiii��,s ar�zc, ixar u�n�?n natur�l unrlistur�ecl sc4id cxr cc�m��ac-teci stru�uiral fill as.�p�rr�Lcl t>v thc ' sc�iI�s;�igi��er. A3l#c?uns�ati�n arc�und�ersmctc�•ofstructure sh<iI1 Ga�e�ar�imurn frc�s€prestcctic�F� �>#��8°'tc�tsi.sttnm of i��c3t��i�. :li�fi�un�i�tiur��e�alls an�'ctflucntas tz��cc:€itLre�#cn3' cc�ncr��e fc�dting��tt�le�s s�tc��a n othen�ise�n�aicans. :'�lt tait in g}1<�te c<sns:.rete mcist Ui;��<ic�e k�ith f'i;�t}�nd�:cMtt�i�n�anci attain n�ii�i- mum c:c�mp��:��iv� -:tren�ti7 t�f;tl�ti�si afl�r''��la�=s(mit�imum�nm�re�;ivc siren�z#�c�1'�CM}C�p.i aYter 2�s da�,s iur ec�nc��et�c�aei!iiz,l���sj. .all slr+hs tc�u5e�- ��c,r�l�tw9 r�xnft�rced z��ncr�tc� Dvsi�n ha,�;eti u��t'iLi�t?�ti C{)DI�R�- � �7t iRF.1��:�TS FUIZ iZ��3'�f't}I�C'l;i�CC)?vC�RI�j'F i�Cl 3t�), i999. i'c�n�ret� � pla�em�nt tc�c,c�nfc�rm utitb"Con,truc.-tic�n R�c�uirLmi:rit�"as defi;;ecf in�1CI�€i3. �91�c�neret�:slai,c on gradc knust�c�rc��>�cicd�c}ra�s`��fs�at�d�r c.ut�in a�-cc�r- duk�ce��ith sc�i7s n�c3rt: ,1I!c�.�txed�cim��n�'�o��eret.c shail 3�a�•e?,,>�:h�mftr. C'c�r�crzEe t+�c,rk sha(1 nc�t has��n�•hc�ri�c,ntai c:c>i�:ic}inzs unl�:ss autf�c>rixcci�ic�the �n�in��r. Fi�E�i c�tarr��nat�a9!�,e;tit�sf cc>9�i iesit��.�w ith suvztur:�1�n�ine�;r,use "'1 1 �� S "�. S . u rtl�nuc u�t criical;v�i�.r.Ic�p<�t aU cc�ld�c.3�t.. .• �3 -_ R��n#�r i��.tz�i t+A5"i:�1�3rt��A#t?. ,�"�#1 a�cldec����irc tatsc�t n3u�3 ct�nfc�rm tc> :'�S"1���:�1 fi�. 1Lesninrceme��t pi�cLmc�nt st�;�li confi�tm tLt?�iA?�i:i'�i.(31=S°f:�'�- ll:'�Rt)I'tt:lC"t�iC.E:.2t�()1 as��srepared t��=C�it51. �ii lap s�liczs tc,t,t minimurn �h E�:�r diametzrs.aii hc>rit��nta�rvinl'�r�:zmz�nt zo bc:cc?nti��uca�s arc>u:ic�cc�rner� anc��t�caiE intenertic�ns: �iinimam rt:in:fc�rc:emc�nt��.*c�t��ctsc�n- -i;��71�StFt:�4`ki[ic;L�iiE�tiiit f:�t'£�2 ?�' -ccxnc:r�te pc>urcci i�� Cc>t-�r�� �" -�c�ncrcte slatss 1`, .�II IuEn�er sh�sll k�c I3�,u<�-["ir�2 1��rar txtt�r.til3 a�t�irn�inizcci iurntkr sht�ii t�e Iicm-F-s"a--''_4�S u�lx tter tal3 lurnher i�itlzi� ;t�"c,f 4�ini�h�rada i?r in ec�ntaLt�a�ith cc?F�c;r�tc.nyust i>c+��•t�irnanzz�t�}. :'ii#ti�ber�aee.I}�>t�g-I ir+�i or 1,��#�r. �rca��idc: ;�c�lic�1?ic�ci:iny a€8'-0°°c�n ccnter it�a�l diapf�ra�?m� A11 cr�lurnt3�ttz bc:c���tixiuc,us t�;,;zrin�ic5 fc,und�tion. �flul�m inat..rsai>,manuf;zcture and yualii�•cc�nirc�l shall cc?«t�c�rtt�tc�,�1"I't'4'rc��ui.t 5�3ntiard 1'��(�-'s.�i`RC?C'I7!RAt.C�i.1t� L_���f!�A'I't;�)'1 I'��I3�:i�attc��t1.��1- ';�A7I7ti�i S�P#:C�IFt�,-i'I`If)tti5,AIT'�' 11?-��F)T:SiC;`�;. r�ll�it�ldnx�tc7��; A1���:� `t'�lic���Ccdar_ Si���pie span beam�4hall��c�,�mbinacic3n S�-mh���?t��'�'�'t���kith nc�cart���r. C'c�r�tir�ifc�ai c�r cantileH�:recf�:�n�shall bc:G�amhina�ic�n s��n�l ZtiF-� ti 3 3;��ith nc�camkr�r. A�4h�:si�•c s�ha1l�t>nfcirni to tne rcquirem�:rt�fc�r�z=�i c:i�i3di- [itTliS f)�Si'.TV}(:t',_. `�hcat#�ex�c:ric�r�It���ing�l�tka K'ith l 1.`�"�i°c�iman'sz��"�`�nd�i�1�'�'��ati u�ith rtti��imur�3 sparj cating cTf=�t};"?�t�r t�ettcr ar5ci�,�lt�e i�ith i't.��(). '�<si!�1y�-c�cl i�-iti� St�inled=;;ta�l��r t�4t���.cni�c�E i E,d�a 6"t�c����i]�t,i�cs.�elc�c�YC?rdinate;�reu c}�- ti�n. fi) T�itic lc�aT��u�e�i fi�r t��::�i�n- -{Zc�c�f-�iJ p�f sncni•. -4•`ltic�r-St?�rsf re�ic��nti��i. -[�C:cl:-l tH?��sf plus inipt�s�d c�}nc��elc d�id stfinc. -��'�szd-�)[l n�,�h�?�ec�+nd�;u�t),Expc�stsr�i3. -F�arthc�tiak�-7�i�a::�-IF3C'. �) t�ll ct��istru4tion mu�t ccam�Ey���€th ihc?(it' intcri�atic�t3al 13uiid:ng C'c?de a� adc}�?ted hy che 7'c���r,�ai`1'�il I3uilt�i33�I)c��rxmcnt;snci t1��"Cie;:vs-al C:c���fiiic�ns<ai the C'vr,tr;cci Ic,r�'t�rzsirueticin"'t:'ii�'S 1)cn:urner�C r'.��I). Aii cc,��iructiczt�inust h� cc�mplc�terI ti��itl�in�h�it?lc��cn���cl�.�cnc��!:��tl�z"I:esi�ient's�31 C`�>nstr��rtfc7n i'�r- fr�rmance C.,usc3cli�;�s"xs���e�ar�s3 by the?i:"�(li)�:'�i..�S�L?�`i:'1�I`IC:)'i C71� tit)'��IC.t3t'ft f��:€t�. i O)1�t1 hr.�sn�4,tc��,ts,arrd r�fd4rs are to h�ar�;p�n���atl�c�r i��;�mc,ar tk hun��=iih �I='s4i'4i:1�i 4trc�n�-'1'ie h:inecrs c�ra��rc���e�yua�s. 1 i 1 r�l!4u-uctr�rat mc:rnt�4rs are shc���-n in t���ir�ir�al�x�sitio��ss}�r��r�� �r�ired a�id i:u�- �7c3rtecl,ci�u-in�ec?�st�uccSc7fl it mu}be necc�san�tc��um���rc�r"sly�l�ore�?orticxns t>f thc.truct�ire�e�l�ile c>ther�?Qrtic�ns�ri f�eit��ic�nsiru�ted. C'c�ntaet the c:tt�ir�LZr 1`c�r ; . . . . . . . . .. c�_n5�it3ticz�t�s rvc�c�i��.xd. , l�)�i:n�s�al(=c�n#r�act��r is rzs�u�nsii�le i'i�r�,ll nc�n-s�eciii�;�ccinnectic�rs�,�c�ntact�n�i- s�eir fc�r��tuils�,�eyuirc�. Tizc�n�in�cr is tc?,tp��rc>1•�all struct�,rai sut��ti��zi�ns. l'+iCiLn�:r��i C'«ntra�t�>ris tt�cv��rciir�ate alt i',ifrph►�a�rn�;nc:trativ��,{i.e,;c}iimt��y:s, �l�zrnhinw,s�cr�,�#�;.�ti�rcxu�zh ft�ors,�+�Aiis.rc;t�is and fc�un�iaiic,�����a€1��:rith���- �rt?��riatc�.ub-ec�rt;raitc�rs, Cxenza���C:<rniractt3r is r�s�stsn�:it�3e Ii7r the m�:art�,n�eth- txis,tcehnit�ue�.��uenci;�;}�rc�c�c�tfres.«�eyrkm;:n::hip,scatst�nat�c,1���uiitlg as�d �c+E�-�itc,5ai`tt� as4t��iat��f+�+•ith tl�i�prc,ject. "I'fte�ic;ntr�rl C'�a��tnctc3r i�tk�l�erif� alt �iisnvn�ic�ns anc�el���atir�n��c�itt�tt�e arehitc��ur�l cirt�+�in�s, 'r'c3trfc e�,;;ine:er c�f 4�i? cc?t��iict:and nmissiifns het��c�Yn ti arioti:.�l�tn�:i�is�i�the•ti�orl:in�.;cira»in�,��n�# ti�c c�.�titint,��c,n�iitic�n��r;�r�c�ct�rnn�enein�r��ith tha�}x���t�c�z�c�i fhc�rc�,jeet; (�rcn���l t'c�ntraG�c}��i�tcj��isgcct rcrnadei p�ca�z:ct:�:�n�ktc�ri[���ric�r c��e and�rc�per c�is�ch;si c�i`�xi.lir}�n�aterials{i.�:.,a�,t�rsic�s,etc_}�rucjuirc:cf t�+ cc�i. lc�cntit�•t�1, a31 existing triiid�n�irutititt�I mc:ml�er�basc;d u�u�n 1--i.u��l in��:e.�.lit�n. 7�)�'�(I material�exp��,c�tc3�xt�*�ic�r��i�i c?r n�c}isturs�cuiiciicic�:���hall s�e�tr��te,�i fi�r the�e conditi�ns fi i.�:.,a�h�:n���.al ta-�azm�ni,st�inin�,�a�intin�,�t�m�rcx�iins�,mem- bractes, fl;asi�in„ttc.)a�mt�irsrec�t�?�=ctxl�: �fl m<�t��-ist��;tc�t�e tr�:at�ii�r��rvleetecI aisr�re re,istance a.s rec�uit���b� cciti�. 3" CONCRETE TOPPING w/ VW1/F 6x6/10x10 CENTERED SLOPING TO 1"AT EDGE OF DECK WOLMANIZED 2x12 FLOOR JOISTS PER PLAN w/U210 --, HANGERS ALASKA YELLOW CEDAR GLULAM — BEAM PER PLAN w/ LCB COLUMN BASE #4 SPIRAL REINFORCEMENT 12" DIA. PIER w/3- #5 BARS CONT. FOOTING SIZE AND REINFORCEMENT PER PLAN \ EQ. 2"STONE AND MORTAR WITH HEAT BY OTHERS WATERPROOFING MEMBRANE BY OTHERS ��� �� � � \ i ',--_ L� _ . ., �:r.��l-- �� < II • � : - •�� ' � � i ► .. � � H CV -- � � 1'-0" DIA. I. EQ. PER PLAN � � 0 ,� io ��; xa�°.�` � - �-r� � I � EXIST�NG GRADE TO 3-#5 DOWELS 2'-6" L 10" � o �� � �� � D ETAI L C S4' 2 TYPICAL 3/4" = 1'-0" �. � � 0 N � � � � a � � U .� 0 �i a� a� � � .0 C H W G W � g a W � � � 0 m � H 0 Z � � � � Z O � � � m � Cn Z 0 � J z W J C� m O N H � F— � � O J J 2 Z W W � m O CD � T r m � N� �� a a � �`m N p O O t) U O� a> � � � � Q > � ' � S4 oF s WROUGHT IRON GUARD RAIL BY OTHERS � BETWEEN STONE PIERS 2"STONE AND MORTAR WITH HEAT BY OTHERS �- WATERPROOFING MEMBRANE BY OTHERS 3"CONCRETE TOPPING w/ VWi/F 6x6/10x10 CENTERED SLOPING TO 1"AT EDGE OF DECK _-� 1 1/8"WOLMANIZED PLYWOOD �- WOLMANIZED � FRAMING PER PLAN w/HANGERS ALASKA YELLOW CEDAR GLULAM BEAM PER PLAN w/ LCB COLUMN BASE 1 1/8"WOLMANIZED PLYWOOD ;—. r� �-- � �_ �-_ _ :�' I I M � � I PIER BEYOND WOLMANIZED FRAMING PER PLAN w/ HANGERS #5 BARS @ 8"o.c. BOTH WAYS "U210"TYP. CONT. COPPER FLASHING WITH QRIP EDGE BUILT-UP CEDAR EDGE TO MATCH ROOF CEDAR LATTICE SUSPENDED FROM GLULAM BEAM EXISTING GRADE TO REMAIN E DETAIL E S5 3/4"= 1'-0" . .4� 2" 1'-0,� 2� . . ih _� WATERPROOFING MEMBRANE AND FLASHING BY OTHERS 3"CONCRETE TOPPING w/ WWF 6x6/10x10 CENTERED SLOPING TO 1"AT EDGE OF DECK BEAM PER PLAN "SUMMIT" HOT-TUB BY OTHERS -1 i� �"���'-� #5 DOWELS @ 16"o.c. '�- �Z'_s„ 2'-6" 2-#5 BARS CONT. TOP AND BOTTOM #5 BARS @ 16"o.c. #4 BARS @ 16"o.c. — 4° #5 DOWELS @ 16"o.c. Z'-6" 10" �I I'=1_. . II�III�I���l������ #5 BARS @ 12"o.c. I I I--��_`I I,�,I I I� BOTH WAYS � ��ii��111=111-11`= . ■■ . 4,. 8�� 7'-1" 9'-1" 2"STONE AND MORTAR WITH HEAT BY OTHERS CEDAR"2x" PROTECTION AROUND PERIMETER OF OPENING p DETAIL D S5 3/4"= 1'-0" 2�� 1'-0�� 2�� . 4" •�. • � 8„ II 4�� � i � ', o II i� k ��� w fi�'�° �� � U �m � �� • N.-. �m o � v � a� � � ao �� •� N O O O � S] U � � A � Qi , -- � � r ;,�: ,";' _ -« � ,,, . 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