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HomeMy WebLinkAbout6920_Seismic Upgrade of Mountain View Community Center (1993)0 -Ty 0i moux A -M L -i L-1 Vmolsl�'N L -i AUN VULE W GOUMM��)Nu Y (01_F;;;jN u IFIR 0 1 C= N00 01 R _E N �,D_) T F)FIF AV[ENk,�,2) OR' E 9 MOUNTA N YEW ��AL FORM A 9 blkaBnEV�AT�ONS AND SYMBO �rD_15 PROJECT �NFORMAT�ON SHEET �NDEX A.B. ANCHOR BOLT I.D. INSIDE DIAMETER GA GAGE • ADJ ADJACENT IN INCH GALV GALVANIZED VERT VERTICAL STRUCTURAL UPGRADE OF EXISTING MQUNTA I N COMMUNITY CENTER BUILDING 1 TITLE SHEET APPROX APPROXIMATE INT INTERIOR G , I . GALVANIZED IRON TO MEET DESIGN REQUIREMENTS OF 1991 UNIFORM BUILDING CODE. ARCH ARCHITECTURAL GLB GLUE -LAMINATED W/WITH LAM LAMINATE BEAM W/0 WITHOUT 2 PLANS DETA I LS AND NOTES BLDG BUILDING LBS POUNDS GYP.BD. GYPSUM BOARD WT WEIGHT OR STEEL WT , BLK BLOCK SECTION BLKG BLOCKING MAX MAXIMUM HDR HEADER WWF WELDED WIRE FABRIC B.N. BOUNDARY NAILING M.B. MACHINE BOLT HORIZ HORIZONTAL BOT BOTTOM MECH MECHANICAL HR HOUR BP BASEPLATE MFGR MANUFACTURER H.S. HIGH STRENGTH BRG BEARING MIN MINIMUM H.S.B. HIGH STRENGTH BOLT B.S. BOTH SIDES MISC MISCELLANEOUS C TO C CENTER TO CENTER N.S. NEAR SIDE . C.B. CARRIAGE BOLT N.I.C. NOT IN CONTRACT PLAN SYMBOLS CJ CONTROL JOINT OR NO NUMBER CONSTRUCTION JOINT NTS NOT TO SCALE STUD WALLS C.I. CAST IRON t CENTERLINE O.C. ON CENTER CAST IN PLACE CONCRETE CLG CEILING O.D. OUTSIDE DIAMETER CMU CONCRETE MASONRY Opp OPPOSITE oma: o.. PRECAST CONCRETE UNIT COL COLUMN IL STEEL PLATE ���TCONCRETE BLOCK WALLS CONC CONCRETE P.P. PARTIAL PENETRATION CONT CONTINUOUS PLYWD PLYWOOD EXISTING C.P. COMPLETE PENETRATION PSF POUNDS/SQ. FT. WOOD SHEAR WALL CTSK COUNTERSINK PSI POUNDS/SQ. IN. ®.., SHEAR WALL TYPE, SEE SCHEDULE rc MAP DBL DOUBLE RAD RADIUS _ _ DIA OR DIAMETER REINF REINFORCING FOUNDATIONSLOG`AT�ONN `- DIAG DO DIAGONAL DITTO REQD REV REQUIRED REVISION Doll ..--- FOOTING WIDTH +Q,jji3llESSta,�,�! �• yY��Fyc ����� DWG EA E.F. DRAWING EACH EACH FACE R.O. RWD S . A . D ROUGH OPENING REDWOOD SEE ARCHITECTURAL ~ FRAMING DIRECTION �,� a r y,� s-�� LEGHORN STi =r r' (� _ ;� % RoosfsR ', o tEGNdt r sti A"�`� , °k` ,. ,Q\�*�,. ��',z g� SS j�Q �Jr— •COMPA _i • $HONE$Nt0 vw o pR ��R_ ' ' :� °� , a rosers/r $12�1 PLYMWTH a or+o wv jSs rnruporll _ - a A^vT --- N S�o- ^ i ST g ,I4 y fri W NO. {ft d ^T• ... 3s C�Z7p ELEC ELECTRICAL DRAWINGS FRAMING EXTENT `/,\r y� �t i 'c ' Sr o _' C 1600 I $ s�°. _S« � q,., ,-. T°� _ '"R? oLoroY - W°E . tF� , o� Olb w RffNERr ST 1 �'!► * .�►'� ELEV E.N. ELEVATION EDGE NAILING S.M.D. SEE MECHANICAL DRAWINGS p PEtx Av°I a � _ `�q,, a 9 , � , � a-��F(:b wY —{- �. / ... /ti� o ��5 t 2x00 OLO UID Ef1ELpt NY $ �; + h '0 '`•P ` "- __ 9Ash sir �F•�`�,008 •Q•`' (OS Of_r �. E Q E.W. EQUAL Q EACH WAY S.L.D.SEE S.F. LANDSCAPE DRAWINGS G SQUARE FEET ..---DETAIL LETTER I �p[p e`a! .tel ; �-4 Qom` P ,c „ d' �� ��� C 1 p! Q L AVEN(DA o h� '`O ,J' B(L �: h q Q' I c,<• o ��aP o �� r 'q9� �• , oma.. ty Q�> '! , ( `9p cy y.- `�, (�' �t P/Fl ROCK $ ST Q o �h Sl 0 = 8 si L\c��gQQ c> 4� L1%/`� - +qqp 5 `! y LSO t� RO 2000 R�00 i pew �PQ "`o ' .. EXIST EXISTING SIM SIMILAR 5 2 ""'---DETAIL SHEET NUMBER �� c, s o Bq a8 0`�� �,�A : •& �( 4 •9 i/ /0 f" ( .* v a �, +� T 4, oA A,4 .stiRRq B "3.t`l L `�vpw�F " AH EARN & KNOX , I n C EXT EXTERIOR SPEC SPECIFICATION O'� : , r �. Tyf� Ja"Qo `: .. '$b SLE E 4V z << a cR,c cT �" ° J ti c q Ct '' a' STRUCTURAL ENGINEERS F.D. FLOOR DRAIN SQ STD SQUARE STANDARD A ... --- CROSS SECTION LETTER o `� s, Q �* t TE RA BEun �� ��9v,>; f `�+ ►`a 9 fig* ., v 4`"�'��'yF� 4� �' s�v "' • 3 PLANS CHECKED BY: 9+y��' 1505 MERIDIAN AVE . SAN JOSE CA 95125 PH . 408 978-1970 FAX -7 i ) 267 919 A & K JOB N 4BER 92119 FHWS FLAT HEAD WOOD SCREW STGRD STIFF STAGGERED STIFFENER R 5 2114 "`-~--- SECTION SHEET NUMBER g�� c� �y� �' `°�'�? a'+ P~• �s' j'�vp "t>P�' ''� �r „ g sTA� <uk00FABL • � .rho � � Q`z ti `��< s�,��o ��" '�� �� Q,., ��•� w ' S 4 a; "„� G/ 0 CITY OF MOL)NTA I N V I ESN CALIFORNIA FIN FINISH SYMM SYMMETRICAL ;�. o °� ,`� 4 ,� w� i _ �. `: y'�=ol qy �y Q �� � o q�Q T ~ '`c�Fr _~' savao �' f Z ? �� , DEPAIR�f �:M' OF PIAL I C WOWS F O B . FACE OF BLOCK DIMENSION TO CENTERLTNE f t Sy QTS F dg 5 Ir t t t. a wr. >; sN;� q Q �Q o *"o r, �q . ” � � o+.�%.� PR E TEN I �. s a ENGINEER � � oR q ,z o sT s s SQQ 6r MONT£Cl �. `` av , ( DATE SEISM ! C UPGRADE OF F. 0. C. FACE OF CONCRETE T&G TONGUE & GROOVE DIMENSION TO FACE %- �`� ti 4��F� :- �-r..• + q, 4 ' u ti APPROVAL RECOMk4ENDED ► ��4 �e IVER y� '•k' BY F.O.F. FACE OF FINISH T.O.C. TOP OF CONCRETE .� c o Y --o'_ .,Y� _ 1 M E� ogoc,F <> ':..-.���r : - + o "+/ Qli►� C MOUNTAIN VIEW CGMMUN ITY CENTER F.O.S. F.P. FACE OF STUD FULL PENETRATION T.O.F. TS TOP OF FRAMING TUBE STEEL V/LLAGf. > ty p \T is tea 4 n >r F .. 4V R . :.,;. s y/� ti ; , r� S► �, q .f i< i' 4y •: fav �� IE , P O ROEtIESAV , . .. .,.♦ i PROJECT NLMER 92 -30 F . S . FAR SIDE TYP TYPICAL a . `� ff K ~ 2 of ""0N t, ° �. SLE � C O ,�c, ! � -�A + P, r .� , ROJECT Ir+tANAGER DATE TITLE SHEET FT FOOT OR FEET of nxnQ as 300 iw i0`� 4` a`'Fc o �� `°�"� <<p P r ' REV IS IONS FTG FOOTING U.N.O. UNLESS NOTED _ ST 's o , —_ �, �� �4� a 1 _ a 1 F N & a ,. CT JOp REQ F �'*�o h Q `' y T oy 1 . &_ +,� a NO, DATE DESCR IPT ION APPROVED . SCALE . AS NOTED DATE : 12-7-93 SHEET 1 OF 2 OTHERWISE MES W LN �y 4 = > o �r4 ~ a' �� �4 h A, sr, t+c vERN,u, Cl � w >� a; ►,r/_ •� F•• � tT LDEq OR ^ < a Y �Yq,r. ;�r2 sh ��/FD 4 y 7 VFL� fV �' �� O P.O. yN r �"` DES. APPROVED FOR CONSTRUCT ION FIELD NOTES n t g.s4W W _� ALVARADO �'` T 'af =� s v im ° `�`�, est sr �,.� VE AQP c. Y IN = ro LN o ? Q Cy Q �:R, Y l a . ` �. �• by } "� AREKELo lyy 4y �'� FBF �,1'` w r i h ~ • / l �(b DI \ . TH I S DRAW I NG IS NOT VAL. I D WITHOUT AN OR i G I NAL. STAMP AND WET SIGNATURE OF A REGISTERED ENGINEER OR ARCHITECT FROM THE FIRM OF AHEARN and KNOX , i n �s1lP �2 ..i $ECK R i 7 w y oy � �. c ... .. �� a s .. Y W � o- ` � � ' �- �� CK � DEPUTY PURL. IC DATE F f LE NO. CK. IWORKS DIRECTOR BEAD -CAULKED w/ DURATHANE REMOVE EX i ST . 4''x4"x24 GA . G.1 . FLASHING AS REQ 'D . REPLACE WITH NEW, TO MATCH EXIST . CONF I GMAT I ON ROOF PLAN 5�� ,/,s11 - , 1-o1 1 REMOVE EXISTING ROOFING. EXISTING CONDITION PER OR I G i NAL BU I LD i NG DWGS : 10d AT 4" o .c . TO FULL LENGTH OF ALL 3x 10 MEMBERS, WITH NO PARALLEL PLYWOOD SPLICE OVER 3x 10 . ADD 10d c 4" o .c . VERIFY THIS CMD I T I ON . ADD (1) 10d NAIL MIDWAY BETWEEN BETWEEN EXIST. ALL EXISTING NAILS, FOR FULL LENGTH OF ALL 3x 10 's . NOTIFY NAILS. STAGGER ENG I NEER IF EXISTING CONDITION VARIES FROM THAT STATED FROM EXIST. NAILS PRIOR TO ADDING NAILING. REPLACE ROOFING. CRICKET 12' ` FRAM { NG EXISTING ROOF i NG I `' I . "" EX I ST. CONCRETE ---J WALL WALL SCALE 1-1/211 = 1 1-0" 2 SCALE 1-1/211 = 1 1-011 REMOVE ROOFING FROM THIS AREA. ADD NEW 10d NA ! LS PER PLAN TO ALL EX I ST I NG PLYWOOD EDGES. REPLACE CRICKET AND ROOF I NG . 3 '-6" +/- . REMOVE EX I ST . CR I CKET FRAM I NG AS REQU I RED TO ACCESS PR I MARY ROOF PLYWD BELOW FOR SPEC IF IED ADDED NA IL I NG . r-- SEE I t FOR NA I L I NG I -A 1 JJI J I . . IJ EXIST. GYP . BD . PRIME FLASHING - FOR DOUBLE -EDGE CONC . WALL ---,- SCALE 1- 1/211 = 1 1-01 4 1-81 1 +/- SIM. NEW 7" REINFORCED * r M • r • FLASH ADHERED ' O PRIMED FLANGE ROOF MEMBRANE • l REMOVE & REPLACE AS PLYWOOD SHEATHING AS OCCURS NOTE** INSTALL ALL ROOF I NG COMPONENTS PER MFGRS RECOMMENDATIONS "MOM 1 r%A 1 Air-I&I WA 1 1 T i i" l (4) EXISTING FLY -GALLERY STEEL BEAMS 1" CLEAR BELOW CE I L I NG SPACE NEW HIGH -ROOF WALL -TIES ON EXIST. JO I STS AS NOTED, SYMMETRICAL ABOUT BUILDING CENTERLINE INDICATES NEW (SIMPSON HOEDOWN) WALL -TIE I NSTALI,ED ON EXISTING BEAIA/JO I T WITH THREADED ROD TO EXISTING CONCRETE WALL. SEE SPECIFIED DETAILS. WALL -TIES MAY BE LOCATED ON EITHER SIDE OF BEAM/JOIST EXCEPT WHERE SPECIFICALLY STATED OTHERWISE. (3) BAYS AT 4 '-0' " o .c . NEW HIGH -ROOF WALL T IES ON EXIST. JO I STS . SPACE AS AT EAST WALL. EXISTING 5/8" GYP. BD. CEILING ON CEILING JO I STS , AT TO I LET ROOMS TO NORTH AND SOUTH OF CENTER HALLWAY. CEILING 8'+/ - ABOVE '+/- ABOVE FLOOR. NEW WALL -TIE ON (2) EXISTING DfV'r OCAuc WICIV conu Tr% 11 CT EXIST. SUSPENDED ACCOUSTIC PLASTER CE IL I NG AT +8 '-0" . EXIST. STUD WALL EXIST. SUSPENDED CEMENT PLASTER AT +8 '-0" EXIST. SUSPENDED ACCOUSTIC PLASTER CEILING AT +8 1-011. Y ZF I RST FLOOR PLAN SCALE 1/ 1611 = 1 '-0" GENEPAL NOTES 1. ALL FINISHES AND ROOFING REMOVED TO ALLOW FOR STRUCTURAL WORK SHALL BE REPLACED TO MATCH OR I G I NAL TEXTURE , PA I NT ETC . ALL NEW WALL -TIES SHALL BE INSTALLED FROM BELOW. ROOFING SHALL BE REMOVED ONLY FOR WORK DESCRIBED IN DETAILS 1 AND 2. 2. FOR ALL PATCHED SURFACES TO BE PA I NTED , NEW PAINT SHALL EXTEND TO SURROUNDING WALLS. 3. EPDXY AHDESIVE USED IN ANCHORAGE OF THREADED RODS INTO CONCRETE SHALL BE ONE OF THE FOLLOWING SYSTEMS * H I LT I "HIT" SYSTEM WITH C-100 ADHESIVE (I CBO 4419 ) EX f ST i NG LEDGE NEW WALL -TIES * RAMSET "EPCON ° ° SYSTEM WITH CERAMIC 6 ADHES IVE (ICBO 4285 ) PER DETAIL Z EXISTING LEDGER * ADHESIVE TECHNOLOGIES "ANCHOR- IT" SYSTEM (ICBO 4398 EXIST . 2x JOISTS * COVERT OPERAT I ONS "COVERT INJECTION ADHESIVE ANCHORS" (ICBO 4846) O ® OTHER SYSTEMS MAY BE USED ONLY WITH SPECIFIC APPROVAL // OF ENGINEER. INSTALL USING MANUFACTURERS EQUIPMENT PER ® 0 MANUFACTURER'S INSTRUCTIONS. ALL EPDXY/ROD INSTALLATIONS REQUIRE SPECIAL INSPECT 4 ON v c x a z Y c 0 ry 1Q 0 M W s arc v w v o✓ <t o; w z 0 z W 0 w w d 0 w w c� CEILING ON CEILING JO I STS . SCALE 111 ; 1 1-011 SCALE 111 = 11-01 1 1 All SCALE 1" = 1 '-01' DES . TH /DSR . TH , CL VK . WK CK. FIELD NOTES T� ,_,_ NEW S I {+SON HDA WALL -T ! E EACH SIDE OF 4x12 WITH `•""� EXIST 2x 10 "' ""'-""""°" 4 . THREADED RODS AND BOTS SHALL BE ASTM A36 OR A307. NAILS SHALL EXIST, 2x 10 JO I STS 3/4"DIA . THREADED ROD IN . JO I STS AT 24" O.C. NEW S I MPSON HDSA WALL -TIE, BE COMMON WIRE NAILS. HOLDOWNS SHALL BE BY SIMPSON STRONG -T I E AT 16" EPDXY INTO CONCRETE WALL. ONE SIDE OF JOIST , AS CO. OR EQUAL APPROVED BY THE C I TY. o .c . EX I ST I NG WALL LOCATED PER PLAN W ITH EXIST. 3x LEDGER IINTO IN EPDXY' A H EA R N NOX I n c CONCRETE WALL , EXIST . 3x EX IST . CONCRETE TRUTURAL. ENG 1 NEIER ® LEDGER WALL 1505 MER ID IAN AVE. SAN JOSE, CA 95'125 PH. (408) 978-197'0 , FAX 267-7919 ------., e ..---------------------- A& K JOB NIJ A3B 92119 0 0 ,,,, BOTTOM OF WALL AT OPENING EX I ST . PLASTER CE I L I NG OR/� SOFT IT ON SUSPENDED MTL . C I iii OF MOUNTA I N V I EW CAL I FORN IA WHERE OCCURS FURRING CHANNELS, WHERE DEPARTMENT OF PUB& 16 WORKS OCCURS . EXIST . 4x 12 �� GEAR SEISMIC UPGRADE OF EXIST. GYP. BD.- 1" CLEAR BEAM TYPICAL MOUNTA I N V I EW COMMUN ITY CEWER EXIST,.2x 10 EXIST. POST MECT R 92 -�' 30 NEW SIMPSON HDSA WALL -TIE AT 16O.C. UNDER BEAM AS SPACED ON PLAN W ITH PLANS AND DETA I LS 3/4" DIA. THREADED ROD IN SCALE : AS NOTED DATE : 12-7-93 SHEET 2 OF 2 EPDXY INTO CONCRETE WALL. EXIST. GYP. BD . --ti REV I S I ©N CEILING ON CEILING JO I STS . SCALE 111 ; 1 1-011 SCALE 111 = 11-01 1 1 All SCALE 1" = 1 '-01' DES . TH /DSR . TH , CL VK . WK CK. FIELD NOTES T�