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' � + � � � �,/f � � � l �"'1 tY I�' V � � d � � � t � f � ? c:-+ . � I � � _ _. _ _ _ --- _ __T . __ __ ._ . _ _ _ _ _ � � _ � s�- ��.�i r� �~ ,�- � :� . ��,j ������- �-� >�: �a�.�,�:�. . �S- �.. �° s£,��, ` .�. t ; ... � + � - U °v a N� ,�; � � ti � �� .� L Q � � � � = co � � tS3 `O o a � m �O co 3 m°� °c o �@ Cn a > Z � J � m � H F.' Z = Q Q O � � �c o J w W O O U .. � _.i J LL � � N N N 4�C] c- N � � � � � W� °= ° O � A19 , � I I � � I ( I� � I I _ � �� � I � � � ( � � �� �� � � � I I + I � J � O � CV _ � � ! I NOTE- ORIGINAL FOOTING WAS UNDERSIZED FOR LOADS I IMPOSED. SEE VARIOUS CRACKS IN THE EXISTING � MASONRY PIER CAUSED BY DIFFERENTIAL SETTLEMENT. PROPOSED LOFT LEVEL ADDS ADDITIONAL LOAD TO I EXISTING UNDERSIZED FOOTING, THEREFORE THE EXISTING COMPACTION GROUT PROCESS IS REQUIRED TO FOUNDATI�Pd TO INCREASE THE ALLOWABLE SOIILS BEARING CAPACITY REMAIN I FROM 3000 PSF TO 9000 PSF. SINCE CONSTRUCTION COMPACTION GROUT PROCESS WILL "CAPTURE" I FOOTING IN EXISTING LOCATION, GROUT CONTRACTOR IS ENCOURAGED TO ATTEMPT TO RETURN CONCRETE AND MASONRY PIER TO ORIGINAL POSITION. I I� TOWn of Vaii .� _�r._ PY O M — �l. — ��- IP���4 3�-�� `���� ��.y '�-� P���� I L_ �_ I ���J r �.�`��y�� � � � I � � ,� ��`g�� s �� r�;�.�� .��. I� �t� : .�.1..-� ����z= I I ���. w,� - I �� I ��a�: s �� :�?��_���� � � � �� � I � I EDGE OF FUTURE I I EXISTING 4,-0„ I I ELEVATOR EQUIPMENT I I FOUNDATION ROOM AND HALLWAY TO REMAIN �,_$„ PER SNO-HOP I I DRAWINGS DATED I I I11-16-09 � r..� � I OI � � I I �+� I I I � � J I � I ( EXISTING i i I FOOTING AND IPIER TO REMAIN I I I I � � I � � I I I � I II EXISTING I I S7 FOOTING AND I � I PIER TO REMAIN i I 1 ' � I EDGE OF FUTURE � ELEVATOR PIT & SHAFT PER SNO-HOP DRAWINGS DATED � F O U N DAT I O N P LAN 11-16-09 , FREESTANDING � / ELEVATOR PIT & �� ODENOTES FOOTING TYPE AND SIZE ON 1/4�� _ ��-O�� NORTH SHAFT OPTION PER <� ORIGINAL STRUCTURAL DRAWINGS. SNO-HOP DRAWINGS �� DATED 11-16-09 ��\ �DENOTES DRILLED CASING TO 20' DEPTH FOR COMPACTION GROUTING � OF EXISTING SOILS. � � , :<. ��< . �,�•� � �� ,< < �i � �; — F.., /� u X ,�;�.,�����<,��k�`< •� �l NOTE: GROUT AROUND BEAM AND BASE PLATE AFTER i INSTALLATION. EXISTING 4" 8" MASONRY _i _i W _ � Cd w BASE PLATE 1l2"x4"x0'-6" C 9x20 PER PLAN 1 /4�� V v v � ��� � � � BAS E P LAT E 1 1 3/4" = 1'-0" 0 ' ���i�X� � ._.# `.. , . f . �., i;�.et", utr �j�31 3:; F.� �'� �.���%� �;,���� `,.,� �-. ` '�� �� � � ,� , .,.,, � - ;y..=...ai4%��E..,i�s��� �ate: 1� r� i2 �__�.[ : --_�-_=__-- �3y: �'�-___ � � � S6 ADD 82x @ 16" o.c. GLUED AND NAILED TO EXISTING 2x8 @ 16" o.c. EXISTING �„ 2 x 10 @ 16" o.c. TO � REMAIN TOP OF EXISTIN 101'-2" PLYWOOD EXISTING 2 x 10 @� 16" o.c. TO REMAIN � � 2 O PROVIDE 3/4" DIA. EPDXY ANCHORS @ 24" o.c. INTO G GROUTED CELLS 35 siM. � ■ C 9 x 20 NEW BEARINI WALL ABOVE �ADD C 3x6 TO �EXISTING 2x8 @ 16" o o.c. PER DETAIL K/S8 � � � � m x N � Z i � w FIELD COORDINATE CONNECTION AT TIM1 OF DEMOLITION - PROVIDE 3/4" DIA. ��� EPDXY ANCHOR j V @ 24" o.c. INTO Q� GROUTED CELLS C 9 x . _ O � G � ( S5 REV. S6 � , 20 \ � WALL LEGEND �� \ �'� _ � -� �% EXISTING MASONRY � — — � ��� WALLS TO REMAIN �_� EXISTING MASONRY LINTEL TO REMAIN L FOU RTH LEVEL FRAM I NG GENERAL NOTE: EXISTING FOOTINGS HAVE CAPACITY FOR 1/4�� _ ��-O�� CURRENT SNOW LOADS AND 4 ADDITIONAL POINT LOADS NORTH AT THE BEAM POCKETS. z I a � w � ' ol O N x �, � . � z F= � XIw � REV. �6 FIELD VERIFY GROUTED CELLS TYPICAL TO CONCRETE FOUNDATION (4 PLACES TYPICAL AT BEAM POCKETS) EXISTING BEAM POCKET TO REMAIN TYPICAL � z a z ,� w � 0 � O x (p U 0 � � • � � z o ~ x � X N w X w EXIST�EAC TO R MAI� TYPICAL � n N ,C � � O p ci � � po r � •� N 0 � U � � � a> -�, b �� b�o .� ^; � ;�`°,.� m 0 H �O N W � a � � � Z N � 0 � �. J � Z m o > > � � � � O O ¢ J Y U o W w J w O U � � � � J � � � a N � O N J a a � 10 - 3/4" DIA. x 3" LAG BOLTS INTO 2 - LVL ---- 3 - LVL 1 3/4 x 18 BEAM / PER PLAN 1 � �. 5-3I4"DIA. MACHINE ' � BOLTS --- wNVASHERS THRU3-LVL � PROVIDE 2- 3/4" DIA. EPDXY ANCHORS /a �]e�� .. .. /G Tl1TAI � �ruoi i 9 _ i �n i Q/d / 0 � �N � � � M S - � , � � e o ih O O cM � � � ' � , _� CV .- 2-LVL13/4x18� LEDGER PER PLAN � 3,� 1/4" BENT PLATE 2�� 16" TALL w/ 5" AND 7" LEGS D ETAI L H ��� _a�� . Y r.. GROUTED C S tp '`��°" TYPICAL �c`� �., , ..._---�--' d�As__ l .'_� _, �.�T..T,_ �7 • ----�---�_����__. _� _ ,_ ��d�' � ------- - - . ��.._� �--��-�-.-- LOFT LEVEL FRAMING � 1/4" = 1'-0" � >� � � 0 WALL LEGEND �� EXISTING MASONRY WALLS TO REMAIN WALLS TO BE REMOVED %i /i%�/, /'// WALLS TO BE ADDED WALLS TO REMAIN C EXISTING EXISTING EXISTING S4 . +�'�\b � ,�o � W6x25 �■�.� NEW OPENING IN A � EXISTING MASONRY S4 ° . � TS 10�Qx1/4 • �! � �T��X�hx?; %�,x`�x,��� ' ,'�>��'���%`���}� ;; • ����� ��'X x k �, � / �+�� � ./ ��'� S4 2x10@16"o.c. W8x17 REMAIN � � 1 Z U . a a w %%%%'///,,� � � TO REMAIN z � o w � w 0 0 � � w ° m x 0 2 x 10 @ 16" o.c. TO REMAIN `� X w c� — z F- � X � w G+ . P��� a • ���x�� S4 C g r�[� �= � ���� �+,��R S4 REV. 54 � �' i . $��; � �,� � o TS 10x3x1/4 �, " Z �� ��t .l�,v.. �- ►-==z - -� wsX2s — — — — — — — x�X .._.R,s � � __ . ��,i< � a �. � -� �X ,,; . �� � ----- — �,�_.�._ — �, � .�, . , a_t. �. T T— __ . E o�.+'��� E ,�-�}^\� ��'`°+�, o�t�, . / S5 5 � •� S5 ,�5 � q ENLARGE TOP OF EXISTING S4 NEW OPENING IN . MASONRY OPENING EXISTING MASONRY EDGE OF EXISTING ROO F F RAM I N G ROOF 1 /4" = 1'-0" D �_ c �� ._ � � m !O, p V L a� a� � �o �� N � � O � d � � d -m � a> � N � W � _ � -N � Z � � N F J ~ Z m o � ��� �o a F �o N .: Y o ' W W � � � � j OC � �� G J � � a N 0 N J a N S3�OF 9 � EXISTING MASONRY TO REMAI N, EXISTING 2x10 _�� RAFTERS TO REMAIN FIELD VERIFY EXISTING CONT. "2X" w/ 5/8" DIA. M.B. @ 24" o.c. STAGGERED � BOTH SIDES OF WEB _ 1/8" 2.5 E S5 12 W 6x25 PER PLAN 3/16" 3 SIDES 1/2" WEB STIFFNER BOTH SIDES OF WEB TS 10x2x1/4 PER PLAN w/ 1/4" END CAP w/ 5/8" DIA. EPDXY ANCHORS @ 24" o.c. INTO GROUTED CELLS (GROUT 2 CELLS i IF FIRST CELL IS LESS THAN 4" THICK) I PROVIDE ACCESS HOLE AS REQ'D TO � i i i TIGHTEN ANCHOR D S5 � DETAIL C S4 1 1 /2" = 1'-0" � �_��� :XISTING 12" �ASONRY WALL 'O REMAIN �ROUT AS 2EQ'D fS 10x2x9/4 or TS IOx3x1/4 PER PLAN w/ 5/8" DIA. EPDXY 4NCHORS @ 24" o.c. NTO GROUTED CELLS �OUND HOLES AS �EQ'D TO INSTALL AND TIGHTEN ANCHOR MC 10x8.4 w/ 5/8" DIA. EPDXY ANCHORS @ 24" o.c. INTO GROUTED CELLS BASE PLATE 1/2" x 7" x 0-10 1/2" w/ 1/2" DIA. EPDXY ANCHOR INTO GROUTED CELLS NON-SHRINK EPDXY AS REQ'D. � BLOCK / HOLES B DETAIL B S4 3/4" = 1'-0" �G�rv�; ��� i��f; � � `J � ���l� � � E ; �;� 1,;,af� � �= +�� ��.%!"'�_������ a ��t�. ���,��?��� _ ��°_ �_._.___ _�—.�.�-.-._-__,..-:.�-�_�..- ..-- ��Ci�: .___._._..�,.�� �.� .__-- _ _.,_r._ � OPENING PER � I ARCH'LS. I CONT. TS 10x2x1/4 or TS � 10x3x1/4 PER PLAN w/ 5/8" � DIA. EPDXY ANCHORS @ 24" o.c. - ACCESS HOLES THRU BOTTOM FACE AS REQ'D TO TIGHTEN ANCHOR MC 10x8.4 PER PLAN w/ i 5/8" DIA. EPDXY ANCHORS @ 24" o.c. INTO GROUTED MA50NRY 1/2" BASE PLATE w 1/2" �DIA. EPDXY ANCHORS \ I INTO GROUTED �I � MASONRY — — � B EXISTING _ S4 MASONRY TO REMAIN � � �� � � � N ��� .� � � �� J� o U O N �— � W � A DETAIL A S4 3/4" = 1'-0" N � 0 N H � � � N °w � W � a N � O N J � � N � U � I0, V i N � 7 � .� � � � � � Z � f W � 0 � W � N N N �� � m a �� �� N 0 � U �� d> C3 Z � J m 0 � � O � U � Y V W J W Q U � J J � S4��OF 9 1� ELEVATI f E 1 /2"x3"x0'-8" AND BOTTOM 'x20.7 PER N \ TE c6"x6" @ ICE � ECTION V � D ETAI L J V�� S �j 1 1 /2" = 1 '-0" � EXISTING 2x10 @ 16" o.c. TO REMAIN - NAIL TO CONT. "2x" PLATE � I CONT. "2X" PLATE w/ 1/2" DIA. MACHINE BOLTS @ 36" o.c. � C 9x20 PER PLAN @ G/ 5 SIM. w/ 3/4" DIA. EPOSY ANCHORS @ 24" o.c. INTO GROUTED CELLS _ NOTE: PROVIDE TEMPORARY SHORING OF EXISTING STRUCTURE DURING EXECUTION OF THIS DETAIL EXISTING MASONRY ARCH TO REMAIN . � DETAIL G S rj 1 1/2" = 1'-0" � 1 /4" �/ � L S$ 3-PC. 1 /4" SADDLE w/ 2-3/4" DIA. M.B. 108'-11 1 /2" 3-LVL13/4x18 PER PLAN w/ 2 ROWS OF 5/8" DIA. M.B. @ 24" o.c. PLATE 3/8"x4" CONT. TS 4x2x1/4 3/4" PLYWOOD GLUED AND ' NAILED 2x8 @ 16" o.c "U-26" ' HANGER TYPICAL EXISTING MASONRY TO REMAIN C 12x20.7 CONT. PER PLAN w/ 3/4" DIA. EPDXY ANCHORS @ 48" o.c. STAGGERED TOP AND BOTTOM 2 - 5/8" DIA. M. B.'S � � \ � i*� � O � , �i TAB 1/4" x 4" x 6" @ 16" o.c. WELDED TO C 12x20.7 ��� � ��2 F DETAIL F S �j 1 1 /2" = 1'-0" ��Q�iW�;. '.�a� '���; �n������t�� � �e"� ���� FIELDVERIFY6-16d EXISTING2x10 ��������� ��,� n��� SPIKES TOE-NAILED RP.FTERS TO REMAIN AT EACH RAFTER TYP. ����:, ...�.�_ �_ �I=�-��_ —">`��_� SLOPING a° _��-- . __- a_.� ROOF p ��d�� :�..rv ---- - - I � I � FIELD VERIFY BLOCKING NAILED TO CONT. PLATE AND RAFTERS W 6x25 / PER PLAN FIELD VERIFY EXISTING CONT. "2X" w/ 5/8" DIA. M.B. @ 24" o.c. STAGGERED BOTH SIDES OF WEB E DETAIL E S �j 1 1 /2" = 1 '-0" — � i �~ O o + ¢z �Q � � — —._. _ �. C�-�-- O i �N �� I U � N •� N � � m � p N �i � L O � N � W � P O m � m '� N � O r °m d> � � ��b W � � ��� �p_ _ , BASE PLATE 1/2"x6"x0'-11" w/ 2- 1/2" DIA. EPDXYANCHORS INTO SOLID GROUTED CELLS - FIELD VERIFY GROUT IN EXISTING MASONRY TO FOUNDATION TYPICAL CV ti <V TS 10x2x1/4 L� PER PLAN o D ETAi L D S �J 1 1 /2" = 1'-0" N H � � � � a N � W � W � a N O N W � � � W � N r- 0 N J � � Q N � � � � Z � � � W � 0 W � Z � J � m H � � � Y W W Q U J J � 0 � � J � J > STRUCTURAL SPECIFICATIONS � ,� � -�) q) Fi>utadazic�n ii��'t�n ha��i u�n sc�ils ts�aring c:ap�c:it�� c>f30t?() Fr;isttc��in trn cirtiginzzl3truct�u-�at dra��ings. :111 l�:ur�he,r sl�sti Ix: £)out.;-Fir r'' S�S or trait�r, ail w�ltr,anizeti 4uint�r shali be i�em-Fir �? S�S c�r bcttcr {ail Iumhs:r iaithir� I fi'" of fns�#s �rad� c�r in �t�niact ��fit3� cancrete must b� 1�°ohnanir..eci}_ I'na�idr 4o1i3 trltx:�:i��g ar #3`-{�"" on c�nier ir� �!1 dia�±hra�rte�. Structurai st�el sl;atl !x AS1'A9 �3b or bz°tter cxctpt Wi�� flange, s13a11 !�e A�?9' c+r taett�r. �Si�e cvininns (►3iate�l �n plans €�s }?i�n: in ti��t3ual as lISS raund) �r=bi�h st3a1= ct�sni��rm tc� r�S7`:lR A�(1{l, tiratiL � i�s=�-' �si1 c�r l��tter, tubc: MeLi ci�tufnns {rtnted on �lan.5 ��s 1��, in manuai as i tSS rectaa��ular nr fic�uartT «'}iicl� shali bc A.5�t3 C�r�sie B(Ft-=�{'i ksi) c+r ix:tttr, ans:l�ar tx�its and I��Its shall �ie A;�47 pr bt.�t- iet. A�t structural si�,e( is tc� tre d�tailed. i`abricatzxl. ��tinter3 and em�:tcsi in acc�r- dance �•ith :'�IS�'i"i�:l�i� �'C)�:i�7tt?C t`IC)?V ��iA',�i .At.:. 2{�i7� an� L;t31)1: taF S`��-1�3� RI�I) �iZ,At=3'1Ct . r�}t ���e3dittg t�s be �:rF'c�n�Ld hE a ceR'r�4d +�•i:fc�cr atid c:��n(nrn�t Eo AIS� �u�ci ��'S ST'Riii'it:ft:A.L i�'ELI�i?*iC f�fl#3�;, :'.tlt)ti� ail eis;c- tt•d,des ta i3e F;�-7fl�A'. : f_;rc�ut beneat4i a1i b;�+c plates and I+<:� h�:arin� piate; �liatl iu non-shrin� e�xv v� itla mznimur�� Zfi �ia}• eom�±rz�si��: strrs��t�� c�t 5(}t3(} �si. .'�it ��ky Anthoxs ie� be inst:�itett ac;r.c�rciisi� !t� m�nitYaciur�r � sp�t[�cati.�n4 ;tz�d cie�ails. Vcr_;alsnts f'?-ti�) ar� as �t�anttf icwzcd k�4• �C3I��r CA��t1i�E t�,(3hFC7F,.AT#f�ti; a �e sht3p dra}�ings and a��anufacturt;rs sc�ndar� c��tails, :�(i h€�att-u� �'crs�f:am Licams n�us# � s3��� tivith i'L:�(}t� and naiiec� i�iilr 2 rc7ns c�i" ihd spi�.�s �i �„ cx:. Versalams d�.e}�r ttktr� 1 I'1�., m�ist be �ltcif iagether �iih 2 roi� : c�f ;tg.. d�- att:Lissr �ilts s�ce�l'E�; -�F" cj� scts�;�en.d. !�?fLial X-hracin� r�uir�;d u: 8'-{1'` tn iti all �lia�hra�n3s. <�it �lternatei: to he revie�ce� 3aci ap�ro��c�i b� thc �nginrer. �heach t�c�arzs �2t1� �l�#"'I" a�d {'i pi���-cand �`rtt� mintmum fipaet r�ti�� oi �t�="3C� �r F�c�ter an� �tu� w3th �L�#f10. ?�aii;�igr�ood ait� }Q�I ii; 6" �r tt+ ali ic��sts. fi�ici cc>erciin�t� ccrc�r` opti�:n. EXISTING MASONRY TO REMAIN 1/4" TYP. 1 /4�� 1/2" PLATE AND / � STIFFNER PLATE - �\ 3/4" DIA. EPDXY ANCHORS � � f>} l.iv2l�i�d� used fi?rci�=ci�n- -RotjS=liTUpsf,n�z�r. � -E=icwr (ixe�►�)-40 �,sf r�'sde��tial. {eaistizi�?-44 psf resid�nii�i. -I�eck-t(K� psi: -1L`incl-�)[� nt�h (:� see«t�ti gust), E.x�usure I3. -�;'r.tCtli(jUclke-ZL?I7C C-1�3C`. ?"} r�li cc�nstru4tii�a �tas�i compfF• � iFh the?�l�) intemaliana} f3cii}din� C`t��e as a�f���±teti b} fhe i'�s�i� uf �'ai1 l3uiic�ing Tle�rtment an�i tf�e "G�:��cra! t'�?��ditiuns ��f i�e t:��k�iraet f��` Cimsiructic�n" {:�I.a I7:u;um�nt �?t?1 }. ;'�tl cc�nstrurtion inust � cc�rn�?Izteci cviihin the tt�ierarice:: �e,eribes� in tlle `�Etasi�ienti�l C:cm�truczic>n }'er- c fc�r�t�e�ce C:,uidelinc,Ys" as pre}�as'ed bp t1� ?�:�'i't(?'v,'�I� fi!+SC�C 3ATtC)?*� tll� i�t��i� �����.r��E�S. 8) t'.�nstrurt}s°alts,s�ft�t!«�;- -Intericsr-`'s� 'ii_: t�" llc, un3ess nc?ta�i vt�����j�. �j r�{1 bs:aam�. joi�t�i, �nci raftzrs �re tc� bear u�an ti�a11s c�r beam�. or bs; hcin� w�=iih SI;vT!'S�N Strc�n�-1'ie t�aFZgers €�r ap�rrr��� cquaka, 1t1�;111 suttct�tral mett�t�ers as'� �hcnr�•n in ttttis� tinaf pvsiric�rrs;+n>�r1� hrau d ttn�i su�?- �rted: cturiiig u:,n,in�cti�n it may bi neccssary to tr.m�raritw shor� �or€it>ns n#` �e �ttcieiur�: �tii�i�e c?tiacr ��rti�>a�s are l�cin� c�nsiructcti. Cont��,t the cn•�ir�tec f:�r c�ar�suttatic�;s a.� rcyuired. i t jC;cnLr�l t's�istractar `ss n�sE?can�ibi4 tc�r a31 non-�ci#it:� titanf�ec:ti�rLS. ci�nta�.i en�i- tte�r %7r c�eiails as r�;qnire�i. '�he cn�I3�eer is lt� atp{�rore a!1 �tractur.i3 sk�L�sfituSic�ns. �� �;- • t�� ll ia h m enetratiuns i.�„ chimnr��s. I.:} tar�ncrai C'�ntr<�etr�r i4 tc �t�c�rcisn� �� d�r r� p t _ plumtt"rn�„ s��i��rs. �.tc.) thrc�tneh tl��rs. walis, rc��sfs anci lc�uni��cic>n �^stt� wiih a�- propriate si�E+-contractcrrs. [ien�rai �onir:�ctor is r�spirnsi�t� i'c�r tihc nit,ans� €ncih- r�cts, tLchz2iyve ,, :-,equ�nces. prc�ce�iures. ��c�rkmarashi�a, �s::�scsn�( schedulirt� �nd .leb-sitt sat4tt �c�ciat�i c�ith ifiis pr��i�ct. t'h�: C����ern4 Cc�nEr�ctcar is tt� ��rif�� aii dimcrxsi�ns:�3��i cEc1atians �s�ith the,itchitectura! draw;nes. .'�intifi en�ir�vcr ot'ali 1/2" BASE PLATE PER PLAN i� d 1/4" 101_-2� � Y M` _ EXISTING �C��+1 FRAMING TO ��'� � REMAIN �. a; ��� CONT. "2X" PLATE ���' —.N wJ 1/2" DIA. M.B. � ,� � �� @ 3s" o.c. �° " � � �E�C 1/2" PLATE AND STIFFNER PLATE C 9x20 PER PLAN BOLTED TO EXISTING MASONRY ��� 3 SIDES OF 1/2" PLATE .� cvrtfiicts anrJ �mis�ic�ns tn.tti���cn varicjus ei�ment:: c}i thc t�arl.�n� draw�ngs att� the �xutin� con�iiic,ns �eitr to ernnm�ncin�; ��tli that ��riirrn of'thc: }�ruir,i- Get��ral Contract�r is to in.��.�t rernc�lel prejects a�d �crify pripr use and �r��r dia-�+c�ca} cif e�cistittg enaL�:ri�is ti.e.. a�l�esFOS, e3c.1 as sequirecl h}` �c�de. Itlentity af a!! �xi.ting hiddefi fitn�ctura# meml�e.r4 bas�� upc?n pians hy 1=i'�'�Ei!_'C4I SCfJ`PT_ r1�CIil"I'E� i�da:eci 7 �la�• i�L:S. I�3:�1i matcriaVs ex(x�sed t� rxterac�r x�ti1 c,r m�ist�zr� i:c�nditii,n� sftall ise treatcs! fc�r il}es� conciiii�rns (i.t., ch�n�icai +.reat�r.�:nL stainim�. paintin�. �iamprcK.�ii�s�:. mem- 6ranes, 1lastung> �tc.) a� r�quit�d �i}• �osie, Ail n2aterialc to be trtatea3 c�r �rt>k fnr tirc rc;5i�#ance as r�°quitt� Ysy cvcle. ',,� t&} Furnish nne set af shc�g �nd xnctic�n drauin�� for �zracturai stccl {if coni 't�'}�#� the enw�n�� for re�•i�u and apprr,k�at. �r'sc7r t� fubricacion_ u�hen shc�� �i�� •�� pr�g;�red b� th� apprt�priate s�[�flntract�sr. �� t�) Sp�=.cial ins�ctiu,t to �e c<3mpt€trd b}- huildi�ts Ufiiciat appr��•�d ins}�ec m�) agencw ii�r 4ir�iMur�t �tecl ic�n>truti#ion if rzc�uirecl b�• th�: i��siltling of�ei �' s�acczic�n r�por�s tc� hc �reparcci in aec{ircian�� w�th 1£iC C:li:s�cer ] 7�n a� � farrns. � e�if�ing rtc�m�:li�snc� ��ith cc!nstructic5n 3c�cun3ent� a��� t�e suhmii�° �'<, ,�viev�° anil rc>�°al. cu vin�_ the r.�uPner, c!en�r�xt rantr• �uil�irnT ot�iciai fc�r re. �P P. _ � �•' " [e 'ns ictians ��iih �enrral centnc�xc�c ::o ihat s�:rial in end en�xn�er. Caac�rsiana e p �; — — Ifi)..�.`�napactiun £rrautins 30 �cslvmn" t�71?:: instal}cd as dcscri�ed in reg4,rt l�y `� '� . � � � "bta� 45, �?t1l"_'. C'<�t� ac�t:trn �r��uz � �,inc� a� stac���n F�t�YG�';�LU-13�i�Llt d�tc.d . P F4 � n,��i4a7at� and shc�uld tx: ailjusEs�i ic� �vai�i da�j��*ins: pas=ee syst�n�, �n p[at�s sr aPp utiliti�� asui cxistiny i'c�und:�ric�n xurimet�r dr~�inage ,S{�t�.m as n:c�i�ir�d. Pur�c�se . .' in« is tc� ;nc��a�se mzxienum sc�i(:, ��u`in�� ca dcii� frcrnl ��tiq c�i�c�mpac.t�on grous � � �' �pst� to 90�14 gsf bene�th existine fi�x�timN pa�i an�1 pier. ., � `�-� _ 0 � � � . ,�- ,:,� ��,��, �, �� � ��� � ��. .9i� 0, D ETAI L I' '� S 6 1 1/2" = 1'-0" � �--' } Oz w� V�Q ��i� °�; BASEPLATE , I 5/ �� �L � 8 3" ��2� � '� 3�� � �1,2, EXISTING MASONRY TO REMAIN C9x20PER PLAN BOLTED TO EXISTING MASONRY 1 /2" BASE PLATE PER PLAN N W � a N O N � C� Q N � � w � a N � O N J � � Q N � U � 0 � a`> N � � .� r � � F Z � N W � � W � C3 Z ❑ J � m H � � O Y W w � J J � N � �� m � � o n m N � � U �m d> � � O O J > � SECTION L S7 EXISTING MASONRY PIER TO REMAIN - FIELD VERIFY COMPLETE GROUT {ISTING PAVER SYSTEM J REMAIN - ALL DISPLACED ND DAMAGED ITEMS TO BE =PAIRED TO ORIGINAL DNDITION. 72'-0" t�' { ; _ :1��; ,� ���� � �.i � <. � �_.. � �, � ^.� � � �" �lI1S`► EXISTING FRAMING / TO REMAIN � �• 82'-0�� � EXISTING MASONRY '°`"'�- REl�IItAI N EXISTING FRAMING TO REMAIN 72'-0" � � ���,� �����;�� � i il � - i I ii _ ii i�i � ii i i � i i EXISTING � � �i i FOUNDATION TO i I I i i REMAIN UTURE ELEVATOR i i I i i IT AND SHAFT � � � � 67'-6" " � � � , �� �� .� � , � 4 COMPACTION GROUT POINTS AROUND EXISTING PIER - COORDINATE POINTS TO MISS EXISTING HEATING, UTILITES AND FOUNDATION DRAINAGE SYSTEMS. 1 /4" = 1'-0" W � a m 0 O O � � 0 0 N �� �� il�i I � i EXISTING SLAB I I BEYOND TO I I I I REMAIN �� � �� �I� � � �� � �� I� � � i 'i�i —�i— — --- _ �� �� —T— —T �I, �� �;� _ —J III � � � �i --,-,— --- r ,i— �—i� — — I II L��— J ii - ii ii - _ - ii ii n ii 62'-0" so�-o° � @ BOILER ROOM � � � � EXISTING SLAB I i i I TO REMAIN �i ii ii ii �i li i i i EXISTING FOOTWG i i I I AND DRAINAGE � i SYSTEM TO REMAIN �i li li I� ii ii _ �u u K SECTION K S7 1/4" = 1'-0" x��� � � I� U Nm C �� m O p � a`� a� � � p o 9 '� N � 8° � U L ° m � d> N � r O N � W m � � C3 O � � J � � Z m o � � � a � O O H V O � W W � N p w a � � �� � � J Q � � N W (A W � a S7 OF 9 � . � PLATE 3/8"x4" . CONT. WALL TO WALL 1 TS 4x2x1l4 FLUSH 3-PC. 1/4" PLATE SADDLE w/ 2 - 3/4" DIA. M.B. � :D � 2�� � � I CV 2,. 4„ 2�� I 2„ 2" 1 /4" I / 4" SEE ARCH'LS FOR GLASS �� GUARDRAIL PANEL (2) AND WOOD FINISH DETAILS 1/4" �(V � v N � 1/4" PLATE 4"x8" w/ 2- 3/4" DIA. x 4" LAG �OLTS INTO SOLID BLOCKING TYP. BOTH ENDS. �TOP OF LVL BEAM PFR PLAN � DETAIL L S 8 1 1/2" = 1'-0" a�UY� i `�e ��y�lj ��i%i��1�� #'��i '��'�"�,.a� � �d�'°�`��_�.,"������ �c"���w_.������,-..�1_,1��« _�.—,-�.�� �� � _��t-.�_�- v e _ �(�d�� w� �.�-_-..��1.�..!_..T..__�-�----�- 5/8" DIA. MACHINE BOLTS w/ WASHERS @ 24" o.c. EXISTING PLYWOOD TO REMAIN EXISTING 2 x 8 @ 16" o.c. TO REMAIN � i N Ch C3x6@16"o.c. FULL LENGTH OF EXISTING 2x8 JOISTS K D ETAI L K S8 1 1/2" = 1'-0" N � O N W m O � U O N i w � a U C IO, V i N N � � .^ C � � � � � � H � z � � W � � W � N � � T n� v �� � N p O O L U � 0 d> C3 Z � J m 0 Q � O � U � Y V W J U � J J � S8 OF 9