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HomeMy WebLinkAboutB12-0484 plans approved• :::;. .. . -: . ' ' , ' . ;',�=, :b'ru5i:. �rs r^. . . �-: �..:;: : . . . . . � !s r _ � S .�i't?I�,� ; - . ., ..__ ��_ _ ! I .. � : : � [� � (s �� U� � � �i'; ` SEP 2 5 Zi1�2 � . ����� TOWN �F VAIL lC�► � _` � �. � ! / � �l�� �°wr�+ ��. ��°ir�� $A'�Q UQa� '� Pt� ��� ����� � t�r co�oa��►t�µs � 3V� ta$ ��� ���� Go�,UW�,' , ,. °�f��'T� �� ` � t � ' � �icl�1NG �S��A`'� �x�st�r�b �� ;.- � �� rQ� �oS�P l,V1�G�C'� S �w� � � �a�ti� � ,.�� .i�.__ ►�rwrJ - l � � �� .-�;;'��,�i`' � �....+�►'.. � � / � ��� wuor+ . W�w� .�.,� '�,, ,. � ��� ` � {� , 1 � , _ �r' �,�� . � `� �s, � � �� �� �� �� � �� '��,,�:��� �,=`y'� / �;��-°�;,� �y . •� . �� • 8,� .} l ` ; ���� ; � � �,�j.�,.'�T� . C�G�� �io*'b�� ` _ :� � � �layCi�s6i W��.ww+�'Y blGrl�^P-� '� ..._. p� M�iN '�'`iQ ,. - _ ,. �� �����' � _� Zb'�'S L���l�:�� tAf � 1��;�r �lk�i' cN'�t?��l� y�t'• .� , � . � � ���r� t.�C�kRatJ� � ,� � • � � �. � � : � (L i ���,.. :-�� � ���� ��M .�:����. ;�, t �i►:- � ,N.:;�j ,;ti �;�s a: �:�: �xts ��'�'�� � �t�► ����o`-c�" � ,���!� r' i" """..... _.____._ � � � I � p i a� � F � � �r p o b '� N � D V � O -� � d i ; � , � �� , '� � i � ; � � h . �\ ; � ,- � Z `� � W � ' I � � �w� i � Zoo ' � g�� ; W � r� a�ol - � 0�?a ; t��'�. ' ���QI Q ��j , � �j N U CV � � m �i N I �� F-- W � J � m I � W � �i W� � �- !i � I! �!i( !; � ii �� ,�� �1;� r I��. ;� , � 1 I� ; i, 3�1' ��� ��;� � � SP i STAIRS TO REMAIN MAIN LEVEL 10 '-0" LOWER LEVEL� 91'-0" I 12 12 � PROPOSED DECK NOTE: ALL NEVIV WINDOWS TO HAVE A 0.3� MINIMUM U-FACTOR RA ING. EGRESS UNIT — — � — 16'-6" LOWER LEVEL ADDITION �� \ O CV PROPOSED SOUTH ELEVATION 12 � 12 DECK EXISTING SKYLIGHT TO REMAIN PROPOSED DORMER ADDITION PROPOSED G�JARDRAIL DETAIL TO MATCH EXISTING PER CURRENT CODE. i ��_I__� . �—�—��—_—� 1/4" = 1'-0" � ARCHITECTURAL SPECIFICATIONS 1. ALL CANSTRUCTION TO COMPLY WRH THE 20091NTERNATIONAL BUILDING CODE, � 2009 INTERNATIONAL RESIDENTIAL CODE, 2009 INTERNATIONAL FIRE CADE, 2009 INTERNATIONAL MECHANICAL CODE, 2009 INTERNATIONNL PLUMBING CADE, 2009 INTERNATIONAL FUEL GAS CODE, 2009 INiERNATIONAL ENERGY CANSERVATION CODE, 2009 WTERNATIONAL PERFORMANCE CODE, 2008 NATIONAL ELECTRIC �:y CODE AND THE 1997 EDRION OF THE UNIFORM CODE FOR THE ABATEMENT OF � - � �ANGEROUS BUILDINGS AS ADOPTED BY iHE TOWN OF VAIL BUILDING DEPARTMENT. 2. SEE STRUCTURAL ORAWINGS AS PREPARED BV THE MJ MUELLER CO. INC. FOR ALL STRUCTURAL MEMBER SIZES, DETAILS AND SPECIFICATIONS. 3. THE OWNER AS DESIGNER IS RESPONSIBLE FOR ALL DUTIES AND OBLIGATIONS AS OUTLINED IN AIA DOCUMENT 9701 (STANDARD FORM OF AGREEMENT BEfWEEN OWNER AND ARCHITECT) IN ADDRIDN TO ALL TOWN OF VAIL DESIGN REVIEW REQUIREMENTS. q, THE CONTRACTOR IS RESPONSIBLE FOR ALL DUTIES AND RESPONSIBILITIES AS OUTLINED IN AIA DOCUMENT A105 (STANDARD FORM OF AGREEMENT BETWEEN OWNER ANO CANTRACTOR) AND AIA DOCl1MENT A201 (GENERAL CONDRIONS OF THE CONTRACT FOR CONSTRUCTION). 5. OWNER TO COORDINATE WITH CONTRACTOR GUARD RAIILS AND HAND RPJLS AS REQUIRED PER THE TOWN OF VAIL BUILDING DEPARTMENT. 6. OWNER TO COORDINATE W ITH CONTRACTOR PROPER SITE DRAINAGE AND DRAINAGE SWALES AS RE�UIRED TO PROTECT PROPOSED STRUCTURE. 7. OWNER TO COORDINATE WITH CONTRACTORALL IXfERIORAND INTERIOR FINISHES AND DETAILS, ROOFING MATERULL, WATERPROOFING DETAILS, PENEfR4TIONS, MECW+NICAL, ELECTRICAL AND PLUMBING REQUIREMENTS NOT SHOWN ON THESE DRAWINGS. 8. VERIFY EXISTING DIMENSIONS IN FIELD, NOTIFY OWNER AND DRAFfSMAN OF DISCREPENCIES. AREhS OF CONRICT MUST BE RESOLVED BEFORE RESUMING WORK IN THOSE AREAS. 9. PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CANCRETE UNLESS NOTED orriertwise. 10. ALL MECHANICAL, PLUMBING /WD ELECTRICAL DRAWINGS TO BE CAOROINATED WITH LICENSED AND INSURED SU6CONTRACTORS IN ACC'ARDANCE WITFi THE ABOVE REFERENCED CODES AS REQUIRED. � � ,.,�, PROPOSED SITE WALLS .;� � N � 0 N � W m � w � �.. W � rn � U N ao .� � � m � n e � L N � � p o � m •� N p O O � � U L °m � a> � O � H � � � W z Q � � W Z ���o W � w � � H � � YZO _ �QU � g' ¢ N y N�� Z O a °° > � J � J J � y ' ° � qll� I�p �I'' A' j of 3 � � A. � � � � � �. �4 � � �� � , \ EAST ELEVATION � 1 /4" = 1'-0" .�� .A: , 11ii>. N �- O N � W m � w � � w � � � � � U Nm ,C �`t`� m IO, a V W W � � p o A � �� N o � � n �i i L °m I � a� ; ( I i � O � H � Z `� W Z ¢ � ~ wZ � ���o W �w°C �i-O � YZO _ �Q� � g' a N H `��� N z O � m � M J � J J � H u� �� 1 i A2 of 3 I � A ; _ �LOWER LEVEL_ _ _ _ _ � �} �------------ -- 91�-0� — ------ — � —� — — — — — — — - 17'-0" LOWER LEVEL ADDITION I -i�` WEST ELEVATION 1 /4" = 1'-0" �..�� <,�: S .F.� ��� N � O N � W m � w � d W � � � U Nm .__ � � m o^ ci � � � � _ � a o n m •� N p 0 0 � � U L O m � a> I� i i I � O � H � Z `� W Z ¢ � ~ wZ � ��o W �w°C ��-O OY?o _ °Ca� � g' a N yN�� Z ° � m � M J 0 J J � H � �I� � m �I'' - , � A3 of s '� r------� L— — — — — -J i I � � --_ .___ ..._ _____-- --... _ � � • - -k---- --- CONNECT NEW FOUNDATION TO EXISTING FNDN. w/ # 5 DOWELS x 3'-0" @ 16" o.c. —� DRILLED 6" INTO EXISTING AND GROUTED w/ NON-SHRINK EPDXY (2 LOCATIONS TYPICAL) � io � � WALL LEGEND . CONCRETE WALLS - TO BE ADDED � EXISTWG MASONRY Y WALLS TO REMAIN — — — EXISTING MASONRY — — — WALLS TO BE REMOVED � � I ( 28'-0„ ~ �TOP OF EXISTING SLAB - 91'-0" I TOP OF PAVERS 8"• I 15'-2" I .P I 90'-11" 11���� � I�. I I I 1-4" TOW I'' I SLAB- I I 91'-0" � I SLOPE 4" CONCRETE SLAB-ON-GRADE E 1/4" PER FOOT � ���� REINFORCED w/ WWF 6x6/10x10 I I S5 TOF CENTERED w/ 4" GRAVEL J�e L 90,�„ BENEATH AND 1/2" EXPANSION I I I _ � �' MATERIAL AROUND PERIMETER � ° � 1-1- - � _ � -}- - — - �-I; � I�� I EXPANQED FOOTING � P�' I � ,� � /� � TOW � 93'-6" �' 4'-0"x4'-0"x10" w/ 4 - #5 TOF /� S�j BARS EACH WAY � J 87�_p�� i I I � J � I •, I / W O � TOW TOP OF SLAB ��� i � O w �� 9 8'- 1 0" I;. I 9 1'- 0" S I M E � cn a `"'' , � � S5 Tow � � N D � Tow� / 93��- STEP TOW TO,-WOF PAVERS T�W I STEP TOW g4�-a" S5 TOW / 90'-11" 94�-4 90'-4" � TOF - -�8� -- ---- � � --fis. --� co ° $." . -I� � � +. e 8" . -�- � 1'-4" i 1'-4" - _� L_ N �� TOF STEP 3 0 � � 88'-10" TOF F �- w LL' LL � > � I �`c� � � � STEI �� � � � TOV1 2a�-o° G I��' I a° TOW SG � TOF � 93'-7" - 89'-7" — — ��r �--__� co L — _�_ � 11'-6" 6'-0" FOU N DATI ON PLAN 1 /4" = 1'-0" I I/' EdGE OF EXISTING I DECK TO REMAIN I I SLOPE I 1/4" PER FOOT I ( � I TOP OF PAVER ��� /I 5�-0� O w � a � � -- � w � ���, �n a v _ � � o, � ���G I . �� � �� � TOW � I SLOPE / � 91'-2 3/4" ISTEP TOW � � TOW � / ; � � — �- i � � TOF I d � � 87'-0„ . . 8: .+ i � -4 • � �TAPER I � � / FOOTWG �' �� F i I I S6 SIM I I a. , 8" .8" 1'-4" I � ERS V N � .0 � � m 0 n a � a> a� � � �o �9 N � I •� O ���i F TQ I � � U � y� � r L a > ��; � � _ : i .. �"`''._ _'i:�. 's� a TOP OF P�AVERS •� A 90'-11'" _ � TOW 92'-6" i _ � � 8„ — 8'1 . �o i `� . � ���� _ STEP TOW 6'-8" 8" NORTH ' F S6 I STEP I TOW I TOW I 94 -4" J 4���� 8'-0" � �;,s; N O N W m w H d W � � � Z� ym � Z � I W a I H W � I ���o�� W � I ! W ��p � � � YZO J i = � V ; �II � gNa i y NU> � Z O � � m Ili � H i J ; O iy I IN) i , II�I ' .. JOIST AND STRINGER SPACING TO 12" o.c. ,�;, � :��, ��- � � :�3 � �° B�� �TO ;ING c 9 1 /8 ;PLAN �, � �� ��� N � 0 N � w m � w � � w � rn � U � co I .� N � ' � � � � � L _� I � � II � Q 9 II N � •� D O O � L U L O � � a> � O � H � Z `� W z ¢ � ~ wZ ���o W � W � aF-O � YZO _ �Q� � g' a N y N�� Z � a °° i M J O J � � H II I �III� l I S2 of s � STRUCTURAL SPECIFICATIONS f 7 F�eSUrtda3i�rt dssi;n L�sed :�piv�'•OE�en�tean nf E�t -:zi�af'rnn f,�b � 31 t Y�riA a� prn�ar��1 bp k3w �r�L1'f�C�i daird Jui} :5. 2Q f 1 ln,ss:�ifatscn �f �rim�te� ���ins �rzni sise ir: i�afiion tn rna};�me wiih sc�ils eeF±or:. t"reld e�� dr:�in� 6eii�ic^ ha��Eiii;nL. ±or: rili £a1�ticf�s a� to l+ear u�crn natural undiciurbe�i sc�'sI aa ap�wtt! h} ihz scsals en- greiece, 2; �li rt�w fiaundatic�n suet:�d perimatetofs:�ucmre shnll havesssinxnum irnst �nr u-et� n1 �$" ra �:tu»u c�f fcse,u�� Ati fcx�nua.�u�e uatts and e-cek�nnn� t� be crit- f�re� c�n �n:�°rcir �a�t�n�s ta�tks< s}ur�n csiher�.ax t>n p1�ns. 3} �7t :sr'oi ia �slser:ati�rrie rnast h� rztula wifF Per1i»nd eemcnx �ir6 atrmu mini- mum sxxn�ressivs stmngth af 3UtH7 psz qs"trr ?$ da�-s. t3tsi�n fia�Nd upcm St'li.p- !'Vii �`Ci33C Ki-C3�'�RI=h#F3s1S �t7ii RE1'�(�t?Rt EF� i�T"�� R�1'f; ( 1C 1� ISI, t9�) Cnncren. pisce�nczrot I, u+nform �c1tlt C onstnuxk n k �usr�rnc�nt� as dr» iinc�F ir� At'T 38 h!1 wxprzs� z�f� , zjf �c�ncrntr 4ha11 i�tie �hatit4e r C c�n cmte work Slu�l3 mat h:ttr:u7;� he?riz�st�i cx�lci jot�its unies,� st�:horizcd h, Ehe en�i- neee. C`seld �cx�rdi�a�e ait t�er#s'uti r.xtd,jointa wi2h strtae�nr:s! an�iac�r> t�,ee cun- i'rr�uatt vMri�al �tiaio'r sto�a a; atl cutd 1�inca. � j Rcui#or �fng �3�ct zs �ST�+� Gnuie �t0 heie�farc€sn�rtt �+aecnz.��k �E�a1P cvnfert� tc3 �3Al�t r1i_CJF 5fA':���Ri3YiiAC1IC� '2Up1 asgrcp:er�.+ta}�i'ft51. Ail 1a�7 s�+lia� rc� ha mins3asua� +b ta.r diurn�i��r�, a!t ht+rizonzat reinfercen�rnt scr tx con- t3nucus ar�unJ w:c>�rFets and m! u'a!1 inscrsea:tit�xt3. Minemum reinli>rcement prcrte�- �ic�n- conc7rtt n�?ureci a�:2inst �:uYh •"` t+it�retr �narcd is� fom�s '". i.�tK7ctc 510bx l� 5 j �li I��r���ar shaC1 i,� C3c�ue Fir �2 S4i �: Eu.�[tu ali xr�lmgrixe� izrmher siMC+iF ts� tiem t es <� 5a5 ffi �efter (atl lumirer �r�thin 1 S �f fi�isi3 grade ar iii coniaut �rtRl� c.nncrete must i�c w�Smaiii:cad). Al1 Eimfters asc ika�a-Pir A`I or Scirer. t'raoitEe �uli�i biekkins; at 8'-�" on �enter irE at! �is�8rat:nu. At1 cc�lumns tc; bG c:usntinu�xk5 bznt`�s� to taun:lation. t4 tnduti4 cak�mns �pixifies! srn �rlstis are trir.tsez�rs g+rox=e�� ��nr n�ng .tud fnr ��4ni�t� t� b'-ti ar�d � kin� sta�� irrr �p�nings nver G tY'. ti} Suus2ura3 steci s��tt E� 4'�T'�t :t�G er bencr �snd t�otc� st��ll be ��{t E or benrr. Ail s�tn�ciueai �tee1 ir ic, iae dezailec3, fahrieac��i. pn�nssd :ixxd ercc�ed in s�ccortiatrcg uitti �ISC ,�`,1FEf. C'C}\5°t`RtCT"i4"+i �i!L'WU:�E,.:U(35 ttod f'bUE? U�= 57"A'�- UARi) t'R:�CTlC'!�. �ii Tnshc�lC it edee -incht�rs arx3 zF±::.cy .uech�zs tt+ i+c ir:- stalieci acca.ding ta;n�nufai,-tur^,r's s�x:c`sfriati�ns un� cfeiails. '#) Z��msatams (2.Gf k an: ?u manufuiured b, S+1T.1E t;,1S£: �f)E � C>f2Pi7R:1i'It3*:; sre sha}r Craa irt�;s a»d �anuf'r�cturers 3��crdard t#etaii�. �91 �uitt•up L'ersvia�n branss mact hQ �,{uad wUh Pt,�kt3Gt an$ nailed �ritfi 3 mws e�i t{sd sYif;ea m 9" c7c. .-1If s73nnuzir5lo k+e ei+•iCa�ctt 0ttd 5}�prr�c�cil 6y thc cai�inc�r. 81 5heuli Ikx�n with �;�'. T€ind G p)yucud v:ieh ntinimum sn.�n razin� i�f'3t}r_(i ar ts�ittr and �ln�e �sizE� E'I��fK). 'ti�i� �ly�rncK? azth IJd v; {i c�: tc� a#1 jt>isis, tield Li3U3t17nHic�f<ctxti ttpitCn �l� Sh a3h a!! eateri�r ��alit �isih ;' �`,`"+��d �+�ith minin�em 9�n r:�ii�g �f��tP �r bzit°r �,a�i .�irh ii�i a'� (�c u� ali cfu�+� ! t39 Live iaadi u_uxl %r 3est�:+�- -lZtn:l=$t7 gaf �tztsis'. -1 �c�t--}il �.t��i Y�fldNFF:l;�). -I�::�-r tJQ �SS!, -t� fnd-9G mpl: �i ;�;;�an�! �usif. Ea�s,,�yure t3. -1;atthq�a�k� 7t�nz t`-#BL'. t i 3 r5ft tinnstrwtie,n nsust w ynpi} µith thc ?(N%41sjt<rtaatiz*ntti fLui3diirc± C�dc ss sctopied �} ile�'F4+�n ttT Vaii Nuildan� [3 ,�rim�t�F anxl iAe "Cieneeat Ct�ad'at;��tzs �f t4�e ��ntract isr CixLCiruat3orr" i AI.�# Dc3cvment i�� f 3. A}i constru�tion ms�si t� �nnpleied �;tti[n ttie ta3er,uaces dcseribed i¢r tha'^itetiismtiaf C'<7nstructinn i?er- ftrrrnanc:d G�sicittini3" a� prepared by ihe ;ti;t7 tL1?�:'i[. ;tSSCiCi:tTtliti OF' }it3'1E �5t; i1,iiEiZS. i W t ('rartarucc �vaTi � iuilf.a+�s- �ltCllt)Y-tC(t iF �3�� iK. lrot4riar-tix�4 �, Ih' u�.. unin;s n�+t�d �}therw�st. i31A1? 9searras. jaist�, anci rsf[ers are ta bcxr up+�n r+eE#s tsr tKar.�., c.r!>e hun� Ft�ith S['�9F'SC�`: Stra,n� 'l i: h:v�scrc x�r ap�rn?+�`e ei�u�i�, [�51:�1i �truetural mens�+�rs ar�+F�c�v.n ir, t6eir final �zsititsns p:n�rEe h�x�3 ��td sup- nf�r#wtt: rSt�r`rng cc�rt?strs4tina it naat be nGM,:eassn ti. ten��mrari)ti ita�jm pnrficwn4 �f thc •tructur,, wht{c; �3ttt�r pcsrtie+ns are bcirsg �cinsttuc�te�3. ('�nta�t t�se en�.inesr fi�r a.a��u�u�fiz�r, a� required. 3?)C;caicr.iE Contractc*r "ss re�ponst'%ie %�rs}t n:m-�pcx:i#ic�` ci�nnectie�ts. a3ntatt etr�i- n�r ivr detaif+ as :ec�uired. i"� r�t�inccr ix ta �+����*wr ai} stnkctGrat :ubstitutiena, I6}Qenerat Ct�ntractc+r is to e�+r�fin�ti� at"t diaphr.rgm {s:nrtranafts {�.e., thimney«s. ptun=.bih., x-��e:'s, rsc.3 t3imug!x 3irwrr< �alla, ccwft asfd f�un��ti�n �v:tfts with ap. gr�}�riate 4uiru+nzr�c'ti�rs. Ciet3erat C`o3tlra�tor ia resptutsibie !nr ihc me=�rns. mcth- �rds, t�hn.que<. u:qtt�:�ces, �+rn,.^��ur.�s. tr'orlsmatzship. 4zsxsiattat szhrclaEin� and jof�-,i[e ssC�s; acsc=s:i3€ed w�irt this i scrirct. 73�e t;esier�t {°c3�trsctar i, ro ventv alE aimensic�:as ar�:1 ri�•atic�ns sj°iih tlae a:hilectu�ai dr��kin�. '�u,Kifi� v^nAincar c�f'ai3 a}rct}iets anci s,missinn_ bcts+�rn v arituas e{emcants ��fthc ui3rking �3n�wfns;s a+sd the zaisti�ag cx,nd`ctin:ts prior cv �c�mn�znein�, uith that p��rtio�3 ofche pruject. Crz�xra! C'��ntra.totis hi ins�eet rem��el �rc:ircGc ctna �erit'i �ria� use arzd �afser n di.�p�sni a€�a�stx�� m�Yenat� (i.�., ast�stx�. eYC 3�s see�c9md Ny �ck. !?;# A31 �nsteriah c.r�cesi +� sti€�rinr artci ur mc�i>ce�ri umdif'sans shaii he trextou far [Teese c�n•J'rtrony t: �. e�em�u-� treaazea . s�i:���g �+anitin�� dart�pr,� ,#ing. m�n3- brants. 41t�,hing e[.,1 as ms�uir�ii �r} cc+d°. Al� �teaEC�rial; to he treaied c�r pri�iected i'i�r fire re>i�tanc�: � !'equireci by :U�ie_ I+ � � � � EXISTING GL TO � EX. 2x8 @ 16" o.c. EX. 4- 2 x 10 CONT. 3 1/8 x 9 z �� O U � x� �' � W H TO REMAIN EXISTING � � z EXISTING � U . I SKl'�LIGHT � , � �TO l� x REMAIN � ■ � M G - � g . . �� a 13/q/h x 8 = ��� � J LL � J ��„ � a H � � S3 X. ,� � � ,V � � v 1_�' J J ry � 1 ��//- `-�: �3�� _ c� ' �� x• ° <i N �p � o � '�'`.� � � � N � N � n�" /�'' •` � � x ■� M J J N 0 GL 3 1/8 . x TO REMAIN � cD EX. 2x8 @ 16" o.c. S3 � � �� � EDGE OF NEW S3 2-LVL 1 3/4 x 9 1/2 DORMER LAPPED ROOF FRAM I NG PLAN EX.4-2x10 5 h'� � � � \ �� � � 1 /4" = 1'-0" 4 - 5/8" DIA. MACHINE BOLTS 2-LVL 1 3/4 x 9 1/2 2-LVL13/4x71/4F FLITCH PLATE 3/4" x � PER PLAN w/ 5/8" Dli BOLTS @ 24" o.c. i� , DETAIL I S 3 1 1/2" = 1'-0" EDGE OF ROOF I � I � EDGE OF ROOF FLITCH PLATE THICKNESS MAY BE WHOLE OR BUILT-UP I I H D ETAI L H S3 1 1/2" = 1'-0" U N co .� � � m 0 p v � � a� 03 � � �o �9 N m �� o � U a� t om I � d> �u � --- S3 of s ; - � ' � y '._ I U cAV 'n �^ �: EXISTING FRAMING TO REMAIN WATERPROOFING AND FLASHING BY OTHERS 1" STEP 1�2" DECKING \ 0 � J/ n 4 9�,8 , C� DF 2 x 10 TAPERED FROM 9" TO 7 1/4" @ 16" o.c. PER PLAN LEDGER PER PLAN EXISTING FRAMING TO REMAIN EXISTING FOUNDATION TO REMAIN SLAB PER PLAN 2- LVL 1 3/4 x 7 PLUS FLITCH PLATE 3" x 7" PER PLAN w/ _ 5/8" DIA. BOLTS @ 24" o.c. `� � r� n FLITCH PLATE THICKNESS MAY BE i WHOLE OR BUILT-UP HANGERS TYPICAL � � � �. N �� � A D ETAI L A S4 3/4" = 1'-0" C$:� TREATED WOOD SLEEPERS AND' DECKING 1/4„ LVL 1 3/4 x 7" TAPERED TO 5" @ 16" o.c. PER PLAN R-49 INSULATION WITH VAPOR BARRIER 5/8" DRYWALL BEAM PER PLAN R-21 INSULATION PLUS VAPOR BARRIER 5/8" DRYWALL — 1/2" PLYWOOD SEE DETAIL D/S5 FOR FOUNDATION SPECIFICATIONS �N �� �� ��. � �� M � :� 0 ti � '.,';,.SS��nd:.�,I `r ��s' -e � ;:,, �; ���,�-= „t`,. �r', ; �; : �.�:: � �� _ m O � V a� a� � � �o �m •� N O O O � a � � c � � a> z � m H � Z � W Z , � ; , � WZ � ���o��Q ' W a�Q � JI _ �Z�' U, '! � g > Q i N � y NU> C�1 � m O , ch N � � w I J � m '. � w y � n.. � w ; � � a, i -- —� ':I I '��' I ' , �� �- i S4 of 6� FRAMING PER PLAN SLAB PER PLAN � � — � .— —� — EXTEND SLA� ������`!� OVER WALL �4-Tj"j-11 E/S5 SIM. AND - DOWEL w/ #4 @ 24° o.�. \ 21�OP 2'-0" # 4 DOWELS @ 24� o.C• , 2�_��� s°J � 2 - # 5 BARS CONT. TOP AND BOTTOM 2-#5BAR� CONT. . . 1/2" PLYWOOD � FRAMING PER PLAN 2 - # 5 BARS CONT TOP AND BOTTOM #4 BARS @ 16" o.c. SLAB PER PLAN � 1/2" DIA. ANCHOR BOLTS @ 36" o.c. �� 1" STEP 90'-11" PAVERS PER 3" PLAN #4 BARS @ 24" o.c. 10" 90�-4�� 5-#5BARS CONT. \ 4" 8" I 4" 4" DIA. PERIMETER DRAIN � w/ GRAVEL CONNECTED 1'�" INTO EXISTING DRAINAGE SYSTEM E DETAIL E S5 3/4" = 1'-0" 1/2" DIA. ANCHOR BOLTS @ 36" o.c. ���� $" MIN. �#5 BARS @ 16" o.c. . 2�� # 5 DOWELS @ 16" o.c. 2,_s„ � ,��J I1=1 I 1=1 I I;, � -'� j ��I I I—1 �, , 1=1 I 1—� �`_� # 5 BARS @ '�_IT��111 �' � � 16" o.c. . _. �� 2'-8" TREATED WOOD SLEEPERS AND DECKING WATERPROOFING AND FLASHING BY OTHERS 3/4" PLYWOOD FRAMING PER PLAN � !_� '� T P F DECI IN 99'-11 " L '-3 /4" T 99'-8" -1 2 - # 5 BARS TOP AND BC 1/2" DIA. ANCHOF BOLTS @ 36" o.c. ,� ��� :� � C) N �o .� � � m o a ci � i � I � �o �a N m '� o 00 � � U L O � � 2 > � Z 0 � iii=ii�- �, y � #5 BARS @ 16" o.c. � � � � I I � � �� �� I I I� I I I� I I I I I 1=_ � Z Z �—II I=I I�—�1�=�I�=11�=1I' W 2� II,II�II�TI� III��IIIIII I� Z i 111=111—I I I-111=111=' ��� � W 88'-10" #4 BARS 16" o.c. "-1 I 1=� I I�� ��—� I 1=�' �:�, _ � _�� °e �-' I I 1=1 I I—I I I� I I �- Z p O 10" 4" DIA. PERIMETER DRAIN � �-4^ w/ GRAVEL CONNECTED INTO EXISTING DRAINAGE SYSTEM o D ETAI L D S�J 3/4" = 1'-0" ; I 1=1 I I=1 I I, ;� �_ ��� � � �—I I 1-1I l_ Q � i>> �_ -°' � � W � i jW � � J :,. # 5 DOWELS @ 16" o�-�`� �� �� Z O i Y�U I 2�-s� _ °� 3t H g> � � „Q�� ��,� - � � N ; L � '� �: �:. � co Y . �� y N o Z J SLAB PER PLAN N m �� � � > �.._ N � M H W I J O I m � , . � - ' ' so�-s° W ' H I , ��' - 1 �„ a i i=', I 1=_� I 1=1I I ' I. ,; �v W 'T-1TI � _ — tq -I 11=1 � I—I 1 I—� ��� ���;, � I rn I _I 1 I�-1 I I I I j I I�_ � � 2-# 5 BARS 4" 8" 4" 4" DIA. PERIMETER DRAIN � CONT. � w/ GRAVEL CONNECTED �� ; ��-4~ INTO EXISTING DRAINAGE '� � � � �I �,� � -� SYSTEM � c D ETAI L C ��� -- - S�J 3/4" = 1'-0" s' 5 pf 6 � . ' z � � 10�4,� ;� \c 1 " �L ` h� 5" � . ■� . A � z � #4 DOWELS @ 0 16" o.c. 2,_�,. � � ,� "v I 8 4" PAVERS ON SAND BED 2 - #5 BARS CONT. o TOP AND BOTTOM � #4 BARS @ 16" o.c. 93'-7" • ' _ I 89'-7" 0 I �. I I 2 - # 5 BARS 4" ' 8" 4" CONT. i 1'-4" � DETAIL G S6 3/4" = 1'-0" � � ,� � ��, a.. �an_n E i ,,.. .. ,,-- ,;a, 2 - # 5 BARS CONT TOP AND BOTTOM PAVERS PER PLAN -11" # 5 DOWELS @ 16" o.c� 2,-6�� � o° � TAPER FOOTING PER PLAN @ F SIM. . � .� 94'-4" or 93'-6' SLOPE TOW @ F SIM U �m •� N � � m O `* V L � N � p o � � N � M — .� p O L U L°m � . � d> � �'�b _ _ - _ — _ �*1 � � ���6» _ _ � ��; � �` . .. , � , �_,. � �.� �: #5 BARS @ 16" o.c. �:,:„;=�� � 2 �:`. �, � ,:,. �\ #4 BARS @ 16" o.c. �.F�� ,� �� �� � 4" DIA. PERIMETER DRAIN ��, w/ GRAVEL CONNECTED INTO EXISTING DRAINAGE SYSTEM N , n�r nn � �- � � 8�� 8�� � ���� � 2'-8" F DETAIL F S6 3/4" = 1'-0" 10" N � O � N W m W �- a w � � �— Z �I � m H � I Z � W Q �-- �I � W Z i � g�o W�Wa � ��O j � Y?� ,; _ �QU J I �g�a N HN�� Z O � m � M � J O � '�H � � � m �a m� ��i �Ilhl� � � • . � � � �� : � �; s �; �� � � .c � � N � � � O a � � � N � p o n � '� N � O � U � O � � a� I J � J Z O m H � Z `� W z ¢ � ~ wZ ���o W °�W� a�o � Yzo =�Q� � g' a N y N�� Z � a °° � � � J O 7 H I� pl I � �I � II M EP 1 !� — —� ,. .�