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HomeMy WebLinkAboutB12-0484 Revised plans approvedSTAIRS TO REMAIN MAIN LEVEL 10�'-0" I ~ I LOWER LEVEL� 91'-0" I NOTE: ALL NEW WIN TO HAVE A (�.35 MINI U-FACTOR f�ATING. EGRESS �CV 1 � CM ( PROPOSED 16'-6" LOWER LEVEL 12 12 I — T� O fV PROPOSED I STAI RS I � I ,I I I I --� — — 1� — � � EXdSTING 12 � 12 EXISTING SKYLIGHT TO REMAIN PROPOSED DORMEFt ADDITION DET�iL TO MATCH EXISTING PER CWRRENT CODE. I �� f 1 — —I — — � I I --� � --L� � , ARCHITECTURAL SPECIFICATIONS 1. ALL CONSTRUCTION TO COMP�V W� THE 2009 INTERNNTIONAL BUIL�ING CODE, 2�9 INTERNATIONAL RESIDENTIAL CODE, 2009 INTERNATIONAL FIRE CADE, 2009 INTERNATIONAL MECHANIGAL CODE, 2009 INTERNATIONAL PLUMBING CADE, 2009 INTERNATIONAL FUEL GAS CODE, 2009 INTERNATIONAL ENERGY CONSERVATION CADE, 2b09 INTERW�TIONAL PERFORMANCE COOE, 2008 NATIONAL ELECTRIC CODE AND THE �997 ED�TION OF THE UNIFORM CODE FOR THE ABATEMENT OF DANGEROUS BUILDINGS AS ADOPTED BV THE TOWN OF VAIL BUILDING �EPARTMENT. Z OR ALL 5TRUCTURAL M M9ER 5 ZRES �AIBS AND SPECIFILCATI NS.I� 3. THE ONMER AS �ESIGNER IS RESPONSIBLE FOR ALL DUTIES AND OBLIGATIONS AS AND IARCHITECT) ��DDR ON TO'ALLTOWN OP V LI�ESIGN REVIEW REQUI MEONTS. R q, THE CONTRACTOR IS RESPONSIBLE FOR ALL DUTIES AND RESPONSIBILf1lE5 AS OUTLINED IN AIA DOCUMENT A105 (STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR) AND AIA DOCl1MENT A2�1 (GENERAL CONDfT10NS OF THE CONTRACT FOR CONSTRUCTION). 5. O�NNER TO COORD�NATE WITH CONTRACTOR GUARD W IILS AND HAND RAILS qS RE�UIRED PER THE TOWN OF VPJL BUILDING DEPARTMEM. 6. OWNER TO COORDINATE W ITH CONTRACTOR PROPER SITE DRAINAGE AND DR4INAGE SWALES AS RE�UIRED TO PROTECT PRQPOSED STRUCTURE. 7. OW NER TO COORDINATE W ITH CONTRACTOR ALL EXTERIOR AND INTERIOR FINISHES AN� DETAILS, ROOFING MATERIAL, N�P�TERPROOFING DEfNLS, PENETRATIONS, MECHANICAL, ELECTRICAL ANO PLUMBING REQUIREMENTS NOT SHOWN ON THESE DRAWINGS. 8� qREAS OF ICONFLICT^MUST BE RESOLVED BE ORE RESUMING ORK I� OSE AREAS.ENCIES. g. PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CANCRETE UNLESS NOTED on+eRwise. 10. ALLMECHANICAL,PLUMBINGlWDELECTAICALDRAWINGSTOBECAORDINAIEOWITH LICENSED AND INSURED SUBCONTRACTORS IN ACCARDANCE WIT1i TME ABOVE REFERENCEO CODES AS REQUIRFD. PROPOSED SITE WALLS � _�_ _ � � l� � — — � — SOUTH ELEVATION - 1 /4" = 1'-0" �V. ;°,�'�i"� �3 � < ��f IE\IU�� � ,.,��°iPLI� �� e: � Z-3 � � -� r- \ �/ � ������� ��_� �;t. fr n x-_` - , r. . . f� . I���13 ��� U � � � � � � � �E � r y+ N � N � � m C A p n � N � 0 O O � U O m a> N O N wM W w w � � W � N � O N w m W F- d W � � � O � H � Z � W z F�//� H�7 ,.r w L � ��o W�W°C a H � �YZO _ �Q� Hg�¢ N y N�� Z O � m ' M � j O YI ° 1°�� � �� � A1 of 3 � . � PROPOSED STAI RS � ���r�.�. � :��:-��_ � ��'T�}��� ����:w: , ����,,.� t � . � � � �.� L� 9'-0" DECK ADDITION 'OSED WALLS PROPOSED DORMER ADDITION 17'-0" LOWER LEVEL ADDITION BEYOND �-. -- � A 12 ' 6 � � , 12 � 6 � �� �\ � ; � t: r,���l'�'� . ���IUI'P � ��..� L3.��_3 �ate: - By: �� EAST �LEVATION 1 /4" = 1'-0" N O N W m MAIN LEVEL � W � oo�-o• U w � � > w � � N � 0 N LOWER LEVEL � w m _ � w � a W � � � U 0 � � � � � .^ C � L y+ N � I N � � m O A O R 9 N � 0 0 � U O � a> Z , H � ; Z � W Z H � wZ � � � � ��o , W°C °C ac �HO �YZO _ �Q� � g' a N y N�� t ° a °° > � J � �I J � H I � �I U��Ih ' � . . � LOWER LEVEL_ _ _ _ 91'-0" WEST ELEVATION 1 /4" = 1'-0" A � PROPOSED DORMER ADDITION . . ` � �,. �,��� ��° 1 �- �� �� `�����_� �`.�, �._�j���€��V� ...� �',�iiC-i. / �. ��� :�y: _�.��.�.�� c..�� _.___.�... —1— _ � �' N � O N � w m /w < o � j N �� �% � � a� N `\� N O � N � � I w / m � � j w � � w � rn � U Nm � � �� m /O` a V N N � � o � m •� N p O O � � U = D m I � a > I � i Z 0 m N � Z � W Z ¢ � ~ wZ � ��o W�W°C ��O � YZO Z �Q� � g' a N y N�� Z O � m � M J � �I J � H u I i q � ' p�pI ��" ' A3 of 3 �,. r-------1 L-------� 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) � � m �a M N � i � I i I I I ; I I I � ; i ii I I I L — WALL LEGEND . . CONCRETE WALLS TO BE ADDED ���- EXISTWG MASONRY WALLS TO REMAIN — — — EXISTING MASONRY — — — WALLS TO BE REMOVED 28,-0" �TOP OF EXISTING SLAB - 91'-0" I— — i — — — i— �„ . X, . � >! � . ��' ' � ,?�_,���� ---_. I I TOP OF PAVERS ' 8�' I 15'-2" ( �r I 90'-11" 11'-6�� I .•. I I I I i I TOW ���. g�qg_ 91'-0" SLOPE �,�, 4" CONCRETE SLA&ON-GRADE I I E 1/4" PER FOOT� REINFORCED w/ WWF 6x6/10x10 I I S5 TOF CENTERED w/ 4" GRAVEL J:. L 90,�„ BENEATH AND 1/2" EXPANSION I I . I MATERIAL AROUND PERIMETER _ � _ '�'�' �,,�,�--�� _ _ �' � - I- ; -� - - -� �� j'� � �� EDGE OF EXISTING I DECK TO REMAIN I � � SLOPE--� � I 1/4" PER FOOT � � /' I � � � �, TOP OF AVERS � I i O 90�7" , -., -- ; � / � � � cn , � �� - - - - - - - . ___....__ —_, / � _._ � 3'-4" I 5'-0^ b' _ , � I �i �� � i ,�� �i � TOW STEP TOW E � , 93'-6" I TOW j� _ 8 I I . I . ; : .�. � 8: - . C EXPANDED FOOTING � Q O� � p.,,/I O �� �,�., / SrJ BARS EACH WAY _ #� L J $O �, //I I ~ � I � _� ' o I I., I TOP OF SLAB ���\ ��" �' �/ I--I a O �� I� � TOW � O � � • � �� 98'-10" � a � � 91'-0�� SIM � � � �°� � �� u� a � g° g^ 'f` ��': � _��� S5 � �� Tow �� F � � ' � � � i S6 `� Tow � � � OW - TOP�OF PAVER TOW 93'-6" F STEP TOW /�STEP TOW gp,�., ,��1" �'�" �� TOF� TOW 94'-4" � TOW 97'-10 3/8" �S STE `-� � _ �_ _ OF� .J STEP � _ TOP OF P,r4VERS STEP 8" � � / TOW `! g" � � e - - , . • '. . . 90'-11I��— I TOW ' + � $.' . . <, . � :. : , . . � ) . I a 8" . �; . . TOW . o � . . TOW� ����� � ,���� � 97'-10 3/8" � ='� 92'-6" I — -�— — _ � TOW � � ��STEP � — � Tp � � �— � 94'-4" OF � TOF 8,� 4-8 I8 STE �\88�-10 8„ � I 88'-10" , � ' `n TOF �r � � , $„_ ` � .a �/ �� �� J c � - > -,. = , ,�„ . � � J �' CONNECT NEW FNDN. TO �'�" • S6 � / � TLpw E p � STEP EXISTING FNDN. w/ # 5 �� ` / � 1 TOW � DOWELS @ 16" o.c. x 3'-0" /�/ / ��•- �1, n�; � STEP 4�„ DRILLED 6" INTO EXISTING �_ �� a. �,�� � � / "� � �-�TOW � � ° AND GROUTED w/ TOF � �„ � V � f � �� o �� � °• � � �� ����'�y�,�����, � NON-SHRINKEPDXYTYP. 88'-10" 4-3�� ''��� o�k �.' ' � ������� ���� �< ����� �P����'r�-, , • �D f � _ __--- - _ _ _ _ �� �o � � � ; _ ' ��TOw i H � � ,�'l� 6:9� � � • 92'-1� � �--'� � ;�� / S7 � ���' 24'-0" � �g•� ,� ��_R�� R�� FOUND �� ��:� � ATION PLAN �� ����� 1 /4" = 1'-0" NORTH TOP OF PAVERS 90'-5 1 /4" � \ �� �` � v �' � � � �. � N "' ,C N f0 I - � m O a I � I a� ` po •C N � IC � U t �m � a� I —� , .: � �r �, �;�� �:_ -„ ��,���; �, i � c. .�;�' N H ' �. -�, a � �' � O �::�, � w I � m I � � 2`�� � W I - � / U' � W � � i � � � / i � TOW w I � y 91'-2 3/4" � Z � /; O / . � a II _ � � � � I � � TOF N I Z � ' 87'-0" p I W z � �TAPER N I a � � FOOTING W I Z j I F O ; � �go S6 sinn U v � °C � , O � W a�� ' d- � cnZO JV � �g>� ' � � � � N Q ���ivr� �;� `� �.i� � � � � � �����i/IEV�J�� ���� � � �. : .� � I :��nnPL����� N ! a m --� �� e- M ,n�C�te. ' �`-�--.. N � F- ��/ ° --�--s W J � �Dd�° __ m � � � � __ ._- .-.--.-<_---� �-- C C W' H F- � 8'-0" � ��� ---� i �,.� � � ��;�t, a;- $ , - , ������ ���_,1;'' c �,�� �� �_ ���� � �r- `��i� � Y. _,, ..__ __.. _ '_ ___-___. . . . . __ _._.___ _ . _ ._ 1 �I // � .., . _� 'V V . .. STAIRS- `�� 6'-8" FINISH TO FIN 11 RISERS @ 7.27" TREADS @ 10.25" MAI N� E�EL �` RA1VI Il�l G P LAN CONTRACTOR'S OPTION- � �4�� _ � �-Q�� IF TREX DECKING IS CHOSEN, TIGHTEN JOIST AND STRINGER SPACING TO 12" o.c. L;wn of '�ai! ��ilPE�V�� F�� �''�`�� � /��ry /'� U N '� �� �����YIE �� ��!�i I 'C N' � � � m �te: I z,�� -� j � a � ,: �� � - -- � �����_cv�� _ ' . . ._ .. . e Y': f... � -, � I I � -. - � -_. .____ _ EDGE OF DECK STAIRS- T— 2'-4" FINISH�O FIN 4 RISERS @ 7" TREAQS @ 0.25" �6 � O �854,.°'r'JlS..i�.� A.. . N m �} „c��'E� ��`�u�P�� � 00 ���s�=x� � � � I � , � �� i +� ry ,p•���- a� � y �.�' iM �� � ; :�•�-. � ��$'.. N '— �;, s -:.,, � �` O ' � � r.�� ��� �= N ���,�������. � I �.:� w ,, , �� �'` m UI - � BASE PLATE 1/2" x� I 5" x 1'-0" w/ 2- 1/2" � DIA. EPDXY � ANCHORS W �j Z , TS 4x4x1/4 PER a 0 � PLAN y � N ' '� v� o W Z � � � ��� w � „� z BAS E P LAT E 1 �--� o� g o o, /� 3/4" = 1'-0" i V, W j W� /1V � � O � �F-O N � YZO ,�� � = oC a U w �g>J � � �n��¢ I 6- 3/4" DIA. x 8" LAG BOLTS INTO SOLID BLOCKING 2-LVL 1 3/4x91/8 LEDGER PER PLAN DETAIL B STRUCTURAL SPECIFICATIONS 7 9 ! c.urcdasia7n tk4i,n i:stud apc�n °CJhtien ati;,n 1 f i:E.a�slinri",1nts t: I I?C�A �:e prepared ks} if#� C,E�'C� fiH �3ated 3ui} � 5. .xJ i!. I��SEatic��t ui' p�nmcie� d,�tns ar� si#e irngaiic?n S€ c�n+.> m; �viilt sails rc}±ort, s"ield te>t drains 6efc�r< hacl�Eii1:��. kli f�tzExc� ese sa l,esr n���a na�u+�ai unciihturf�tit sc�i! as ap�srrrv�d hy .he sz�iia en- ginecr. Z} �li n�v fovncSztion acew�d perimctcr afs:tv¢eure shat! hevr Fniniinum 4�est �n} tect ��n �,S»8" to l+4iu�n3 nf fcH:�tiaxi,. Ati Caurdaa.in �catt; and ceelunen� t�� hr �:en- tcre,i tm a�»�r:zr icx�tinr�s unlesc �.hfl+��n athcr��a;c �n �ian�. 3 i 11? ::�st in ��cc craz+crcte ��us, be m�ctiv wifii i�:±rtSand cea��nt �.3 attain miEti- muat sxa��rariti�e 5frer��C6 c�fvtlt� psi afzes 3$ dq�•s. `ilesicta ba�cd upc�st lit_`!i D- S'vG�'C"ft3i.itFC3t.itRi-'�5�.�:7�EC�RiiEl*:i4R�:F:i?�Ct?wC`i�F:7'E t°�C'#;15�, l�t. Ce?ne*etc plscemcrit t� u±tsfhnn wittt "Cc�nsinectx.n ke��uircantnts" az c4e- tinc� is� :it.i �;8. .31t xp�rsc� zcfde; �ifc-imcratc sh�fil ixnt 5" chamitr. G'cn,_ crctz wnt4, shnli n�r faa+r :us,° ht,eFZ�ttsi c'srf� jvi�it:; unlrc.c �i�thoriud hy fne er�4i- n4er, f ieltl ccx�rdisi�se �31 vectieat ��rlJ,joiz�ts wiih ztru�fur��i cnsiaeer, u;� c+�i�-V tiauui�s �°ar��:al �vatt�rr �co� a: �i! euld ,1�Snr,. � f RciEitar_in� teel 'zs A."�1''+# fiarncie �]. Reanirt�s.�ment pta°cnseut st�all c�sfo� t� +�lti?'�LAL C}F 5`Pzt:�D_AKIS Pk�C1 tC`E, ?.�N11 as pce�sred b� GRS[. AYi i�p ipiicr+ sr i5c minimun? �5 b:.r ditun�ters> atl hc+rz-rot�zat reinfc:teert�s�t tu ��±n- t'tnin�us art�und rnnFer; and sst a a1i i�tttr;ectit*ns. Mzsasmum reiQfixe��tte�nt ¢r�tec�- tinm -c;,nc7etz �tsuted a�Snst e<utlt �„ -�ot��rr�cr p.>tsrcci in f�m�s ''� •F�SiG7CiG $i0�k) �•, _<} 11i lut��€�r sh�li be Dc�u�-a`-ir �' S-1� t>: E+�ter. a11 ualma.R+��c.` itimber sRsait be llem-F�°�r ;�2 S�S or l�€t[er tail iarntter Yr-it�trs i%'" offi:�kslt r. radz� c�- i:� ea�tuct vE[fh r�+ncrecc tnLZ tse wutn3snsx::d.'i. .�11 timircrs arc t3c�ag 1�tr:-:l ar.rett�r. �'r��iJe y�tici bEc?c:king at Yr'-i1� ott c��riLr irE at4 r`,ia��ua3+ne�, Ati ct�iu�nn� tc� i�e utntitiu:�us Fresuing tu �>un:3a['ron � ix�duti+ r�Smm�x <pc-cifieci tm piaiis � rc vim+nsr�. g++tc�. e3c �it�r �.int� [sud Tcir t��excint> s, b'-Ei"' :utd t kiny sici�s ti7r c�pectisila +�ver t�`-il". v. �it Sttuctara! st<�I si�att he �5"S'?�3 �-f x r bc�t[rz and hc�tts 53��s!! b� ��t�7 trr k�rter. Adl ��in�t�srat sfet� i� tu 3sz datasrui� fabri�ic�3 pnrnted .urA �^r�;eted an �ec:urdanr,a �,�ith A(S{' C�`Ef:t. ('C1tiSTRt•fi11(}"ti �1A�,I, 4t,. �(�(15 an� Ctli>f: UF 4'1':i�- i3ARi) PR.1CTi�;E. ai3 Tr�hc+tz 1!'�d�� �n�h<�n and e�x�xt :uxchrrs cc hs i�z- statled xsc�rdin� ib =ssan¢fs,;#ur^r . s�ciiotatinrc aa�� de�as!s, 73 ��crsa3a�ns t?.OF t art w manufarturtd t�,' Bu1�E �:;�Sf �t7E t;C,7RF`17R1'I'1i.Yv; cer sha�� ctzzEU'sn�s asaii s�cutuf.rcturerc >suidurd cto�csii; �ii �?uitt-up t ers��a��r brr�e:s rmm:st h� ��u�:.i �riih Pi.�37ts and na�led trizh r rotivs ni thd ��+�en n''%" c�c. Al` �tiernarts tu t+e +.�-+c�{cd a�sd �p�rot=�J by d�e en�rncer- 8] Ske�il� lkYCnrs .4itt� .A" T s�nd (t �+3y�a[�d �:4h nrinirt�un� snu�c s-3tcr� �+f �i)�'f� c�r Fsetter sncl �in:e uai�i E'E_�34H1. i�.art �+lyu-zca� a iti� t:�d L 6" �� tca a91,}uisss, Pieid ccutclin�te seres� c�ptiuri. �i Sh.xth a€t t�a terios �tia3t� ��ish -" Pi}�vx'ad with mininaum s;wr, r•ati�g ��# '�`D crr b�:tt`r. l�aii .�it1t li;� :n:; (5' zsi tta ail siucla. j(%j �,1V� �ik:lC?� �35ti� �Df ut5F�i3- •Fac.[-$il �cf?nc>EV. -1"Scwr-9G pst re�ides5ifal, -L)e: l.- 9 SiTt psi. _t�`in�f-�tt mpit S? >i�c>nii �ust7, �aP�''sbre t3. -F-ticti�c�� ke-Tnne C 4BC'. !{3 AIS usnsisn<ti�n mu� ��cnt�i} u:etr tlit ".�{�91nt�mat.m,si k�ui#din} t:o�lt a� kctopieil t*y thz'�q�sn c,f Vacl E3ur�din� t3i.;za�tment anti sAc"ti�rrrsai Canditi�s Gi the C'antract %r � i�tuirucEiote i.AIA Dc,cum€nE :�'911. A�i construrtren muat k+e a�roplet�� wirttz'in the ictl: rtu�ces dcsrribrd �� the "ttesidtntzai � ona2ructian #'er- �'c�nanev Ciuitltiiac;" as tuei��td bti ik�e \ATtt)\r�L ,�iS5C7t"fA7i�,",: tiF }i0�1[ Sl;ll.C3ER5. i W 9(:'�nstru�a wali ass {uilnw>- -�al�lFl;Y �C� �,� b„ 4'DC-, -lnt�41` ti# �z? !n' ac. un'sa:K ncri�d c�titeswi:s�. 13� Ail �aroa ti�;sts, ana rs€tcrs �re to b� ar u���a u��;Is t�r Fuan�s„ nr bt hutte iuish S[41P'�U`t strnn� 1 ie h�nlcrs nr a�s�n,k� equaE�, 1�ii:�i7 �tmetural menc� rs sre cEi�wn z' itt8ir final pt�citrrn� p.aperk� hra: ed an8 st�p- pxtcti: c3i:rrng cc�r�strac3inn iz n�a} ba �«���sr} ti� tcm�?asariik s3x�n }wriic�ns c�t :he struc#ur� whiic c�titer purt�rns arc b€rr=� cc�nsir�c�teii. <.c.nta:t the en�.ine�r fer �sasuitsti�.�r, a4 cequircti. 14}C,encr.+! C'ontr�etc�r i� reqwn3ifile t��r �il �n-�pc�i€ae� rc�rvl�cFicas_ ��+�t�Lrt cn*�i- ;�e+:r fivr deiail+ �a ret#tkir�d. '�h:' tw�girt�er is ta a��ro4c aii +tructGSat suhsiitutirsn,, 1L 1 C;entrai C�nsra�ter is �c� cocxr�inaie ati dE�phrcgrr penetr,�fi:rns f i.e.. chi��te�•s, �iunt'�ih��, ss�tera. etc.t zirn�u�ia Stcic�rs. ��#I,, ts�€� �sfd f�>undatiun �.valls with sp. yra�riatz �ub-ec?nzrsctors. {iet�era3 f`on!-a�±r :+ res�rc}ci.abte tnr lise m�€sns. meth• �ds, iw:hn'sque<, wqtu:acc�, t�•dur s, twr3:mai�st�ip. *..ea�sn�tcaf schceiulin� and joF-sitc ct�frty a��cisfe�i w�tn this � rc�jea.: ���� iien.-r�1 f"c�ntrscYOF i� to �2ritt- a!E 6imenii�nm snd e4�°atit�ns a�ikh z3ac ��lziteL`�ural dca�oin�s. `.�tsF,• en2in�tr �>� a{1 c�r�ftictz �nd a�rr�iasi€+ns b�iwr�n v=�r9ous e{emt-ni� �'f thb sFOr#:ine .ir,tt��+��s �d tt�a cxtstcr�3 cettdat�nai: Prz�. to ec�m�»enc�n�, wizh thu2 Qtirtice�� ofthe �1ra}ect. t}�ner,,t C`.�ntr�etur es tr� i�s�se�I re�n��rtei p ricc4c and �erifj �rcar us� and �+�per �p�sai r�s z�ismm �i�terizEa ti..., asbecs� a�c � a4 rc-yiFZrc� l+ti :.��. 17,4 Ali ita�t�r:�i* cx�'�ck1 !�i extersnr snd o s� +r,cur� r.nn3it:c+n� ahalt #�� tre�tz�t� €ar the�e ; c,ntirtea�+s ti.e., cha�ical trcat�ne��:. sisinirz�. #��nt'sn�, dam�nr;,iiss, menr- branes, tl�,hing, ct.H3 a� requir�ii by ced:. Ai; iaazc�ei�1� ta §u uc:s�ed or �a�ae�Fed f�r �rc resisiarttc a; rct�uirtci b} ca�1r- 1� ��� � . � : EXISTING FRAMING TO REMAIN WATERPROOFING AND FLASHING BY 1" STEP � „ OTHERS � 1�2 DECKING �� 0 � ��4 � 918� F� 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 �- ,_,_. .__. . —_ • _.—_ t..J �y' „� �a�w � s u,:='� �: � ���� ��§���.:`tii�. � �, �' � '� �n �� f`�`' � � I' �' i.� �G W 8x28, HANG JOISTS FROM "2x" PACKED OUT WEB w/ 5/8" DIA. MACHINE BOLTS @ 24" o.c. . ���';,��i ����� "LU28" TYP. �� II II I � II I'� II II "HU7" TYP. TS COLUMN � BEYOND PER +� " PLAN � A DETAIL A S4 3/4" = 1'-0" �•--• � II II �� �� II II II II II II �� �� II II �� �� � ��—�� 8�-6� 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 GRADE 60 #5 DOV� @ 16" a.c. 3'-0"� 3'-0"� BEAM PER PLAN 1/2" PLYWOOD � 2 - #5 BARS CONT. TOP AND BOTTOM R-21 INSULATION PLUS VAPOR BARRIER 5/8" DRYWALL — �� .. �� �f������. �,: b Gy }a� �� $�. ' 04� ^� �� � �W� � � �$ � � �� . � ��,�� � o ` � .�� � �m�'' �, r' � � ER AND ��` � '' � ��� � OOD STAIR o-'w{' :, ��' \:�:� � N X x x � �„�—�o �� � � 'r'�r,_.� Y =� - — - 9 ��3 3/�„ W c� �( �\ " m i ///� �; ,!,� � � ° � I a t1� � #4 BARS @ � 16" o.c. � �� � � � �� � � ;. GRADE 60 #5 BARS @ 16" �.n�� �� ��G , o.c. DRILLED 6" INTO . EXISTING AND GROUTED �ate: z� � W� NON-SHRINK EPDXY. B}/. �-���--� �q SEE DETAIL D/S5 � FOR FOUNDATION SPECIFICATIONS � I 0 � ti ,__,__. �_ , , _— . ,___,--. N � � � Q IQ+ V N � Q o r m •� N p � U � °m � a> . . � � ] �I d / � l #5 BARS (aY � � �' 16" o.c. BOT N I WAYS � � O Cp � � , c.� ii H � 0 � � Z 14„ �� Z 0 `���W I-a- �� a �� m � z � , � i � g�o i ° � U � ��Q ` � p W ��O I , I„ N 0 tA z J ��� � . 94,� I � � O � � � = OC — � II F � � J � � N Q � o NU> I ��� O Z � o �'� a m N I � h- W I�I J O I � 'JV,y � ,I H � W � � � S4`��of 7 FRAMING PER PLAN SLAB PER PLAN 91'-0" • � �• � 1 • EXTEND SLA�j I! �—�! OVER WALL �4-T-ITI— II � II E/S5 SIM. AND � �= DOWEL w/ #4 @ 24" o.c. \ 2'-0" 2'-0„ # 4 DOWELS @ 24� o.C• , 2�_��� 8'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 — � I� . i � 1!2" DIA. ANCHOR BOLTS @ 36" o.c. �� 1" STEP 90'-11" �/// /. � � �� iTl=1 I I—'_ � 90'-4" i i�-i � ��_� / PAVERS PER 3" PLAN #4 BARS @ 24" o.c. 10" 5 - # 5 BARS CONT. \ 4" 8" 4" 4" DIA. PERIMETER DRAIN i w/ GRAVEL CONNECTED 1'-4" INTO EXISTING DRAINAGE i SYSTEM E DETAIL E SrJ 3/4" = 1'-0" 1/2" DIA. ANCHOR BOLTS @ 36" o.c. i 94'-4" 8" MIN. ���II � �II i_'- � � � _I I #5 BARS @ 16" o.c. . 2�� # 5 DOWELS @ 16" o.c. 2,_6„ 10"J . # 5 BARS @ 16" o.c. � N i 88'- _, .,,�_ �� , _ •� • �� � -, ,� 10" TREATED WOOD SLEEPERS AND ' DECKING WATERPROOFING AND FLASHING BY OTHERS 3/4" PLYWOOD / FRAMING PER � PLAN #5 BARS @ 16" o.c. 2" #4 BARS @ 16" o.c. � ! 4" DIA. PERIMETER DRAIN 8" 8" 1'-4" � w/ GRAVEL CONNECTED i i --�L INTO EXISTING DRAINAGE 2�_g�� SYSTEM o D ETAI L D SLAB PER PLAN S�J 3/4" = 1'-0" -,� �,' � i���; , •��-`��'��� IE"�i��?����°�. �sa -,�� � �- � ��, �, � , r � ' �' 1 � l� � 91'-0" � �-�� . . TOP OF DECKIN 99'-11" PE '-3 3/4" T 99'-8" �,, . : � ;;-� 'z:.� `��*�:�. , �, �,� , �� X..� 98'-10" ' �A�� � ���� , ` �.��, - � � 2-#5BARSCp � TOP AND BOT70� "�� � ` � � f �� . ,� 1!2" DIA. ANCHOR BOLTS @ 36" o.c. # 5 DOWELS @ 16" o.c. 21�CN �� 10" ! �' �"� �' �..� •. ��� � � _ O 10" U �m � m� � �� m o a v a`� a> � � �o � 9 N m •� O O O � � U ' s �� y� a > � Z � 0 m N � � N' W Z I � H W � W Z 00 {V Z � W � � ��❑ � U ci ��� W � � Yzo � =�JV � � i ;�>Q � � � �Y� a yNo � N � m o,� N � � � W '�� J � w H H d W � ; � I 2-# 5 BARS � 4" 8" 4" 4" DIA. PERIMETER DRAIN CONT. --� w/ GRAVEL CONNECTED 1'-4" INTO EXISTING DRAINAGE i SYSTEM c DETAIL C S5 3/4" = 1'-0" . ! � • TN � �� �� � � 98'-6 3/8„ 97'-10 3/8" BEAM PER PLAN TO � REMAIN ` 99,_ „ GUTTER AND HEATED PAVER ��- 11 � WOOD STAIR VENEER ON GROUTBED TOP OF PLY 99'-3 3/4" GRADE 60 #5 BARS @ 16" o.c. BOTH WAYS _ / i , / ,, , , / �� � '� / , � t7 � �/ / / C _ _ d � � � a � �i < _ �I � <� a � I n.. • • � GRADE 60 #5 DOWELS , @ 16" o.c. 3'-0" 3'-0�� 4� ��� . a I c� I 4 O I d �I SEE DETAIL D/S5 FOR FOUNDATION SPECIFICATIONS ,� ' � �� �`'' ` :: 1 � � r- I , � 1 � ��� � 0 •. . .. � � 2 - #5 BARS CONT. TOP AND BOTTOM #4 BARS @ 1 s�� O.C. GRADE 60 #5 BARS @ 16" o.c. DRILLED 6" INTO EXISTING AND GROUTED w/ NON-SHRINK EPDXY. \ O r � 0 � � � II ,--�� � ��� ���\ � � �� � ,'� � D ETAI L G �, 56 3/4" = 1'-0" j � �� '�/�''-- c I'. 6 � — — — TYP. 3 j 1 /8" SIDES I ��8'� �� W 8x28 PER N -� PLA � 1/2" WEB 1/4" 4 I!'�, �� STIFFNER BOTH 1/4" 4" ' SIDES OF WEB W 8x28 CONT. ' 1/2" BEARING @ J/S6 1/4" 1" I LL, 1" PLATE COL. TS COLUMN TS & STIFFN R���� ���� 1�✓ `�E CT I O N J �\^ �� � S � � 56 3/4" = 1'-0"� � 0 �� � 1� 2 GRADE 60 a # 5 BARS ^ @ 16" o.c. a 4" 4" � � I 11=,� �-� �—�-1 I 1- �— �� I I�=1 I I— lj`�111��111=11111 ��Ilji a d 111=1I 1-11 � � 11=111= I1=1I � � 1 I� 1 =111=� ° 1 I1= I I � � 11=�' �i�`�i—�iiii���ii=— a I � ; ,—� � i- � � . . � � � � !.I'I I. I I 4„ 8,. I 4�� 1'-4" #5 DOWELS @ 16" o.c. i 3'-0" I ? 10" 2-#5BARS CONT. 88'-10" 10" 4" DIA. PERIMETER DRAIN w/ GRAVEL CONNECTED INTO EXISTING DRAINAGE SYSTEM PAVERS PER PLAN -11" � ;�,s ��'- `"�� ���i� �Il��i�lll'lll ��111= ��I 11� k�!�illl �Eiil��i`��� � �- a����Li��C� =iiiiii��,iii ��z3I �S # 5 DOVV�S�� 16" o.c. 2�_g�� � / 10" J � �(+ � F �., �� t:'. d _ „c n� �; .�� «. �'a } d �, � v' �a a � � � z: �� � � 94'-4" or 93'-6",� SLOPE TOW @ F SIM Y 2" # 5 BARS CONT. P AND BOTTOM #5 BARS @ 16" o.c. #4 BARS @ 16" o.c. 4" DIA. PERIMETER DRAIN w/ GRAVEL CONNECTED INTO EXISTING DRAINAGE SYSTEM \ TAPER FOOTING I I� I PER PLAN @ F SIM. . . N • II I' _ M I 8„ 8,� I� � ��,� I 2�_8�� F DETAIL F S6 3/4" = 1'-0" 10" V N m .� N � � m n O ° � a� � p O n � •� N � n c°� = d � � a> �I � W I � W �, N r � W � Z a�m � o I W Z N � W '� {�j W � Z Q I� � ��� p l�, W ��O ' ��"ZO N •j ��U w � g>J a � �N> al y N V N � m o I � r; N � H w J � m I � w! y H � W I� �' � �i _ � HEATED PAVER — VENEER ON GROUTBED #4 NOSING � � BAR @ EACH RISER GRADE 60 #5 BARS @ 16" o.c. BOTH WAYS = �a��ii'iB �.' ;;,'� ��, ������� �� �D�F'LI.� �_�.._- . pate. = r By: �,� �r � _.zr�4- �����_ : �-__ - i�`wj�a`�� .''A'�� r>'y�#�� ������ ����� — �., �-� � . �1 .;"�� �:t�, r:-j •�3 � __ � : �; ---1 ` g-�-!-� -__ ____ _ . � = VV� .�<. 92'-10" ` �� GRADE 60 # 5 BARS @ 1s" o.c. 2-#SBARS CONT. 4 DIA. PERIMETER DRAIN wl GRAVEL CONNECTED INTO EXISTING DRAINAGE SYSTEM 3/4" _ �'-u� f=� ,` \ �m N � � � r O e � � N N 7 � p O n � •� N 0 D O � U L om � d> �i Z �� O CO I N � �IZ Z W a I ��!� W z i II �L g�o I I v ��Q I W ��O I �� � YZO � =�a� N � � � � � I � I � �nj¢ I �I;N1NU�� W � Z O m � a m �i w , � ri � � i � � �i J � � � �i � I >�Iy � � li I a��l � �7 / � � . , � , ��, i � I � � � � �'� WALL LEGEND I EDGE OF EXISTING I � I DECK TO REMAIN �-- — — — — ---1 I T •—" CONCRETE WALLS � — — — — � I � � TO BE ADDED EXISTING MASONRY I -�° ° WALLS TO REMAIN EXISTING MASONRY I SLOPE _ � I� I I --- WALLS TO BE REMOVED 1/4" PER FOOT U��'�"`j��`"r�' " � � TOP OF PAVERS 90'-5 1 /4" �,.° U N '� i' � � o a� v a`� i � ` � o � '� N � o� � a _ t n i � �� ����' ,�,�„� I � 28.-0. � - � ,� �0 4:� ��P � � G �� m � � . �. � TOP OF EXISTING SLAB � I O � �r�',�( � � 4�" �� � — — — — — — — — — — — g�� • I TOP OF AVERS a � m � I 9 -7" �---� � w • " � � A .,� �' a V — — �,� ; � ----- -- _= W I I . TOP OF PAVERS � � � CONNECT NEW FOUNDATION � I � I 90'-11" • ( b, N TO EXISTING FNDN. w/ # 5 $" I 15'-2" 71'-6" 3'-4 5'-0" � r- DOWELS x 3'-0" @ 16' o.c. I.�' I Q, DRILLED 6" INTO EXISTING AND I I TOW ��"�� � I 'G� / � TOW W GROUTED w/ NON�HRINK 91�-0- `� SLOPE ` " I � g1�_2 3/4" � Z EPDXY (2 LOCATIOi�,S TYP } I�" I SLAB- I I < 4" CONCRETE SLAB-0N-GRADE E 1/4" PER FOOT �' TOW STEP ToW E / a O m ��'�� R E I N F O R C E D w/ W W F 6 x 6/ 1 0x1 0 I I S 5 93'-6" I T O W � y � � C E N T E R E D w/ 4" G R A V E L J ', L I �. � � T BENEATH AND 'l/2" EXPANSION I I � N ' ,, .', �, �" — 8, - ; ` . � TOF z _ { ��► MATERIAL AROUND PERIMETER — — — — — -- — — 8�_�� � W Z $ � N a � ►�+i � j � I u — � � — � — �� �TAPER � W Z ! AJ i /� � �ir"� � ( .. 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JAN 1, w .I _I -� N,'� TOF 8� S T E `�88�-10 g. m '� : � 8� � �iAl�.. � tA � � ir� TOF ���� �� � r , �� � � � S6 � SLOPE .�'' ���a d CONNECT NEW FNDN. TO ���� � / T W � �` ,,.� __ STEP J W ��,1 j p EXISTWG FNDN. w/ # 5 .Y' 2 '� STEP TOW (n � 8 _O� "T %h�4i/ G ���� DOWELS @ 16" o.c. x 3'-0" �� � ���4+ TOW 4��,� � � DRILLED 6" INTO EXISTWG � • �'' " • � �� l.i /��� C.a AND GROUTED w/ TO ; N 4�_3�2. � ','/ Q � �j '(� a L� NON-SHRINK EPDXY TYP. 88 0 .%/TOW �.-� O .��Vl ; t�l �!k �� j� I Q �� s'9" `�, 92'-1(� S7 G,r <i ,r9.� �, �w�_ � �� f- �a � v �'i S� S 1� Yr'�, LJ �`L � 24'-0" g� 6�,$� 8,� � /�� s� ��� � _ _ � �� j � .S�S�.�.�/ � e � � 1 � 3v ✓� � , � �- S�IkT��- _.._. � �� ��rr-� �--: (, � ,S� �),,� (/� I-�-(rc h� O H3 p� � , 1/4" = 1'-0" NORTH � g A �o,�� o �� "' p ���� �:�- " _ /�-�►. � �►�,� / /�.� �-o /���� � .� — — — — � I I � 4 1/2" x 5" x 0'-10 1/2" � BEARING PLATE WELDED TO STEEL BEAM AND BOLTED TO FOUNDATION w/ 2 - 1/2" DIA. 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