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Home My WebLink AboutW_5176_S~t~~~::~r~~r: ::.-}-i<1~y;~;:~~::~_;1;?!~~-:~-!~-~r:'•.·;:(, ,_ ' , ---;;· , -, J,. -. - . - • • • •'. •c, i ,:,~; ~', _J-,-'"{'>:.' " ,· -.. " '• 0 G 0 0 0 G) G (J) 0 @ @ --··. ® @ @ ® Descriptie ■ 1/2• Dr:,wall w1th 54 ~oole Ms•• unblooll:ed. (Ta,• 47 2• Dr:,wall with '4 icoole s unblocked. (Ta~le li-7- rJWall •1th 54 lcoole ~. All ed3es ~locked 5/8• Dr 11 •1th 6d lcoole bloaklng. 11 ed~es tjlocked 3/8" Pl:,wood •1th 8d and 12• o. c. 1elcl.. J/8• Pl;rwood wit and 12• o.o. t'1el 3/8• Pl,..oocl. with and 12" o.c. t1eld. 3/8• Plnoocl wltb 84 and 12• o.c. t'leld. ( natlJr O 7• o.o. st11.ds u.B;,o. 1001 / Pt.) tea. na1le O 4• a.a. studs lates & (Ta~le li-?-1 u.B.c. 5~4' / l't.) nilll -It 4•. o.c. s d11,plates & (Tsple 47-1 U. c. l75f / P't.) ' 6• p.~. edge• All edges bl0all:ed, 2 5 •~• U. B. , 2604' / Ft. ) ' ges .all edges blocked. . c., 380# / l't.) • edges,all edges blocked, u.B.c., 5101 / Ft.) I ' 1/2• 'Pltwood. with 101 11&1 6j o.c. edge11,all edgee blocked, ancl 12-• o,e. t'leld, I (Ta 1 K• U.B.C., JlOf / P't.) 1/2• PlJW0od w1th 04 nalls O 2~1/2 o,o. edgee,all edges blooll:ed,and 12• .a. lr1eld, (Table 2 •x• u.B.c., 620# / Pt.) I I ' 1/2• Pl;rwood th 104 nails O 2~ o.a. es1all edge ■ blocked, and 12• o,o. tel4. I (Tabl 25 jK• u.B.c. 1>90# / l't.) - ' I 7/8" St er w1rit rabr la~!' •1 staples O 6• pl.at•• •I studs, (Ta1111-• ~ .uba. 1e0#/ Pt.) ' oo over P, r , A'1--.t011 plate•~ edge shear wall, Staple 0 6• o.a. (t'leld) IC~O Nq. 182),Peb,19731 All plywoocl shall be Stl'QQt Staples shall have 7V8• le I ra1 I I Grade. I • 1 1 ~ j i ' " -0 i-0111 1 r ' ~1~111 • • lnteraed. 51 I Pt. > •c ~-,_, • ,; ,"; t f' ""•,{~( ~ -.....J.J\'..'l.J• '(~ ':~ <.,, r . • . ' WASHER SCHEDULE 1. WAS!llWI SHALL BB USED UNDD RBADS AND NUTS 01" ALL BOLTS BEARING 05 WOOi). THE WASBXBS LISTED BELOW SHALL Bl USED Ilf THE PCLLOWDIG LOCATIONS! A. i SOLE PLATICS TC POUND.AT ICHS • B. WOOD LEOODB AND CAPS TO COIICRln'B AND MASONRY WALLS C, AGAINST THE 2:i: IIXMBIR \/REN THE 2::i: MEMBER IS BOLTED AGAINST A HEAVIER JWIBBR. D.) STJJIDAB.D CUT WASHBBS MAI BB USID ELSEWHEBE UNLESS Norm OfHERWISK OB THE DHAWDIGS. I!:.) COBROSIClti B.&SISl'ANT WAS!mllS SHALL BE USED IN ALL LOCATIONS KUCSED TO WEATHER. BOLT SIZE STEEL PLATE WASHERS MALI.ABLE IRON • 2-1~•%2-1 J'2•JC1 f<J" 2-1/, •:a: .I4• H l • 2-1/2•::s:l/4" i/ • 2-, '2~ -112-ii: , .. -2-~l'I L-x 1 .. -2-1/ .. -::s:' I • , ,. I ■ X • X " X , ,, " -X ., , :■ -1 I~ ""T _, lz X I ,, -11£ :Z:: , _, -'L.•x, • 1• • ::s: • J: I/ • • :a:7 / t, • -X CONCRETE BLOCK MASONRY 1. MASONRY UNrrs POR HOLLOW uxrr MASONRY SHALL ~1' G!IADE ·A· CONCR:e:l'B BLOCKS CONl"Olll'IING TO ASTM C-90. CONSTRUCT.i.::>N SHALL COJIIPLY WITH SECTIOII 2415 OP UBC AND LOCAL CODES. JIIASONRT SHALL BE LAID IN STHAIGRr UlllP'ORM COUBS!S IN RUNNING BOND. JOINTS SHALL BE TOOLED CONCAVB AND BB UNIPO!ll'I IN SIZE. TIE INTERSECT- ING WALLS BY OV'ERLAPPING UNITS IN ALTERNATE COURSES. ROUGHEN AND CLEAN COIIICllBl'B lmilING SUBl"AC:S:S POR PLACEJmNT OP THE l'IRS'l' COURSE. VER'l'ICJ.I. HEAD JOI!n'S SHALL B.E PILLED satm AND SHOVED TIOln'LI TO PROVIDI!: BOND TO BorH BLOCKS. 2. IIO!lTAR SHALL BE PRESHLI PBEl'AR.ED AND UNI.l'OIDILY IIIXED OP l PABT CEIIEN'l' (PORTLAJID) .l/2 PIAXIl'IUM TO 1/4 MINIMUM PA!lTS OP LIME PUTT? OR HYDRATED LD!E,AND ) PARTS OP SAND. ). GROU'l' S~LL BX OP PLUID CONSISTENCY AN! MIXED IN RATIO OP l PART CMB?if (l'01rl'LAXD) ,AND ) PARTS SAND POR GROUT SPACES LESS THAN 4• DI Alff DIBECTIOJI. POR SPACES GR.EATD THAN 4" THI! RATIO IS TO Bl!: l PAB'l' CEM&Nl' ,2 PARTS SAND AND 2 PARTS PEA GRAVEL. AGGBEGATB AND SJ.ND SHAIJ, OONPORM TO ASTM C-144. SOLm GROUT ALL CEL.t.S UI U1'AINING WALLS,ALL CELLS BELOW PLOCH GRADE,AND ALL RII>IP011Cm CELLS. orHERWISE;ALLCELLS SHALL Nor B! GROUTED tfHLISS SC NClrED OH THE DRAWINGS. ~. US!: CARE TO PREVJ!:?f'? MORTAR ANO GROUT SPILLAGE ON THE PACE OP TH! IIASO!IBY. CLEAN SUCH SPILLAGE IMMEDIATELY. REPAIR ANY DAMAGES OR IN'l'BBS'l'ICBS BETWEEN BLOCK AND RE}IOV!!: STAINS AT T!IK CC!ll'LETION OP TU WOHX. 5. SPLICE ALL REIHPORCIIIG BABS IN MASONRY WITH A MINIMUM OF 40 BAR DIAMEl'Ea LAPS. 6. -ALL ISCLATID BOLTS EMBEDDED IN MASONRY SHALL Bl GR0t1rED SOLm- LY IN PLACE WITH Nor LESS THAN 2• OP GROUT SURROUNDUNG THE BOLT. 7 • THI!; NEJm PCB COl'l?IHUOUS INSPECTION SHALL B! DKI'EHMINED BY THE LOCAL BUILCING OPl'ICL\LS. NAll.ING SCHEDULl!:1 l, ALL NAll.S SMALL B! COMMON WIRE NAILS CONFORMING TO THE LA'tEST BDrrION OP THB 11.B,C. WKERE AUTOMATIC NAILING IS USED, TU NAILS SB~• I Nor P!llffRA1'8 B:!YOND Tim PACK OP THE SHEATH- DIG BBI?fG MAlL!D. THE CONlHCCTIONS LISTED AHE MINIMUM PERl'IISS- ABLE. DETAILS SHALL GOVERN WHEN IN CONFLICT WITH THIS SCHEDULE. A.) JOIST TO SILL OB GIRDER,TOX NAIL•••••••••••••••••••• J-8d B.) BRIDGING TO JOIST OR BAPTIR,TOE NAIL EA, END ........ 2-Sd C •) SUBPLOOH SHEATHING AT ALL BEARING lx6 OB. LESS,PACB ~IL••••••••••••••••••••••••••••••• 2-84 lx8 08 WII>D,PACE NAIL•••••••••••••••••••••••••••••• 3-84 2x AND LARGBR,BLIND AND PACE NAIL•••••••••••••••••••2-l64 D. I SOLi!: PLATS TO JOIST OR BI.OCKIHG,PACE RAIL ... l6d It 16"0/C. !. TOP PLAT! TC STUD,EBD .HAn... ••• •• ••••• •• • •••• •••• •• •• .2-l6c! P.) STUD TO SOL! PLATE,TOB NAn.••••••••••••••••••••••••• 4-84 O. DOU.BL! STUDS,PACE NAIL••••••••••••••••••••••l64 0 24"0/C. H. DOUBLE TOP PLATES,l'ACB .NAIL.••••••••••••••••l6cl. 0 16°0/C. I. tOP PLAT!S,LAPS AND INTEBS!CTIONS.PACB KAIL ••••••••• 2-16cl. .J. COHl'IBUWS HEADEH,TWO PIECKS(along each edge)l6dttl6" 0/C. K. CEILIJIG JOISTS OR RAP"l'ICRS TO ALL BEARINGS,TOE NAIL., J-8d L. CCNl'INUOOS HEADER TO S'l'UD,TOE NAn. ........... .,, .... 4-Sd "·I CEll.ING JOISTS,LAPS CV.EB PARTITIO.IIS,PACB NAIL ....... J-164 N. CEILING JOIST TO PARAitEL RAP'TER,PACB RAIL •••••••••• J-16d o. l• BRACK TO KACH STUD AND PLATB,PACE .NAIL • .,••• ... •• 2-Sd P. BUILT OP COB!IEB STUDS .•••••.•••••••••••••••• 164 e lB•c/C. Q. JOIST OB BAl'TBR TO SIDES OP' STUDS1 UP TO AHt) INCLUDING 8• DBPTH••••••••••••••••••••••••J-164 POR KACH ADDlTIONAL 4• DEPTH oa LBSS •••••••••••••••• l-16d L) CEILING STRIPS, lx4 TC UNDBRSIDE 01" JOIS'l'S-EACH BlWlING-ONll SI.AN? AND ON! STRAIGHT ■••••••••••••••••••••••••••••••• 2-84 2::i:3 TC UXDDSIDE OP J0ISTS-RACll BRAIUNG-OME SLANT AND on STB.AIGlfl' ••..•.•.•.........••............ 2-164 USS STRONG HOLD -ANNULABY GROOVED HAILS AT GYPSUM BOARD AND PLASTER CEILINGS. STRIPS SUPPORTING PLAS'l'l!:a CEll.DiGS SHALL BB WIRED IN PLACE IN ADDITION TO NAILDIG. S.) BUILT-\JP BEAJISI 2zl0 AND LBS8 IN DRPTH (9'1'AGGEBP!D) TOP AND BO'rr0M••••••••••••••••••••••••••••••20d O 32•0/C. AT mms ............................................. 2-204 ZJ:12 AND LARGl!B,STAGGEHED •••••••••• 1/2" BOLTS O 2•-0•0/C. T •) PLYWOOD ROOP Sj!EATHING . 1r,2• OR L.ESs • .( • ~~-cl!. ct, .;-tt>JC,-;:,,,/"'1S ~ u,,.: _ ,?1-::s.s \ 1::k. t-4 c°¾~miBS;;'~~~.;.0/Cc:mi~uTB BEARIN~. o.) PLYVOOD P'LCOR SHEATRDJG , 3/4• OR LESS, / l2E'Fl?lL ;" 4"°1?'1 .;.'--::,-v_,s,, -=--~•-f..l~' 4 z::,.c; ' !'l.61\.. 1i.4 cs~;~~!,L.-~rJ ~----1 .t:;~11c:..r D-..Vi-14 ALL HAII.S USED IN m'BRIQB U'PLICATIOIIIS EXPOSED TO WV.THEil, SHALL BB CORROSION RESISTAJfl' CADMIUM PLATED oa Hor DIPPED GALVAHIZED OB RQUQI.. A.LL \V.:ior?. "3f1!1) \Vi-1.-i./2 1 ~lorZ I cd1 rl-14 flglaJZ.;:iL/_.« B,t,.7T~ ~ CoMf,.{ ow \v',6.Lu;; J &,11 IZ. • i~ OEAAOLITIC>/11 .PLANS .:SI/E€T..S S-/,,· sz / s.3 .. , . .,. . ' I • I ·i ' . . ·;' . . . . • ; , . . ::; ·-·A ·~ -~:-' •• < -', --.q~-.-:.3:, ~-;~/~L~-~~l;}a;•4·,::a-~.~-·:~:z~~~;--~-~-~ .. './ff)·;~.~:7/l.-,.\\l&~&+f:,~::~tq~~:~ ;g~g{·'·. -.~, .. ~;~j~:: :. ~!t~·tjct ~.:,.,), ;,;:~i~.ii~~~~~::,~~'"; ~/i.:~;=:~~L~~i~i;, ;.:~~;~Ii-~~~~'~:~~<-~~ ~:.-~-f:~;'•t.:~-~-:~-:L~:',~~-;"~'~::;:-~:~-~~-~:, ... ~::: ... Y' • '• ... . . General Notes GENERAL CONDrrIONS1 s IS l. 2 •• ). ,. 7. GENERAL. CONTRACTOR SHALL VISIT THE BUILDING srr:a: AND SHALL VEBIPT ALL CQNI)ITIOHS AND DIMEHSIONS PRIOR TO STAB'l'ING AH? woax AND SHALL BB RISPONSIBLl!:.l'OB COORDINATION OP ALL woax AND JIIATERIALS, INCLUDING THOSl!! l'URNISHED BY THI SUB-CONTRA- CTORS. DENNIS G. ORB AND ASSO::IATICS SHALL BB NOl'IP"IED IIDIED- IATl!:LI OP ANY DISCREPANCIBS THAT ARB POIJMD. - TYPICAL DETAILS SHALL APPLY WHERE NO SP!CI.PIC Dl!!TAIL IS SHOWN. ALL OIIISSIONS _ OR CONPLICTS POUND OR NO?BD DI TRI WORKING DRAW- DIGS AND/OR SPBCIPICATIONS SHALL BE BBOUGHl' TO THI ATTEHTION OP DENNIS G. ORll AND ASSOCIATES Bl!:PORB Pli'OCBEDING WITH ANY OP TIii!: WORIC INVOLVED. THE C ON"l'BACTOR SHALL PROVIDK SAFE AND ADEQUATE TEMPORARY BBAC-- ING 011 ALL BBAJ-18,WALLS,ETC. TO PROVIDE P'ULL STRUCTURAL STABII.- ITY. BRACING SHALL NOl' BE BEl'IOVl!:Il mrt' II. THE !LEMEN'l' SUPPORTED IS CAPABLE OP SUPPORTING ITS DES:GN LOADING. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TH! CURRENT UNI- FORM BUILDING CODI!: AND ALL LOCAL CODE R!!QUIR.llMEN'l'S • DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE MBAS1.1RElrarfl'S AND LARGER SCALE DETAILS SHALL TAKI PRECEDENCE OVER SMALLER DETAILS • Rl!:Pl!:B TO STRUCTURAL,P:LECTRICAL AND MBCHANICAL PLANS TO DETER- MINE PBOP!II TRADE nlTERPACI!: AND COOPERATION. l'OIJNDATIONS1 401!..-< e~e,-;-4;-i· 4~!1~ -17 lo l'QU!fllATION INVESTIGATION BIi /.,.C(;U -~ ~'-'IL-L.i.(",, 1,-k:;. , 18 !24 !: , ~,s;.;_ 'Z-?. .wJJ. 1-t,sl M , CJ.I.. . "I~ B<:> t;; f'l1 ,(_i 14,) &~ '?-~-24!:$ THE GENERAL CONTRACTOR IS RESPONSIBLE POB ALL THE l'OUNDATIOR RBQU IREMENTS. ALLOWABLE SOIL PRESSURE IS1 I "1.:?" P,,:-,t", CHARACTER OP POUNDAT IOll SOIL ISi L(N,.l .a,q::>A.N ... 1¼ ( Z ,-~o) l"OC'l'INGS SHALL :a:rl'END A MINIJIIU)! OP I e, '1 INTO PIRII RELIABLIS NAT- UaAL GRADE son. ~--ro 4!.,'7 4-~ Foil ~4. :24'' PE--::1" ~ ~"" CONCB!'l'l!!t l. ALL POURED IN PLACK CONCB.Bl'B SHALL RAV"!!: AN ULTIMATE COMPRESSI- ~ HREKGTB OZ' 2000 PSI AT 28 DAYS \JNLESS NCYl'ED CYl'HERWISE. CEMXtt'l' SHALL B.E TYPI!: I !"ROM TBSTED STOCK PER ASTM C-150. 2. CONCB!'l'B l'ORJll"l'OLEBANCES SHALL BB WITHIN THB STANDARDS SET BY THE AMERICAN CONCRETE INSTITL'TE. -~ J. SOIL CONTAINING S\JLPHATI CONCBTRATIONS OP MORE THAN 0.2 PER- CBNT SHALL USE TYPE V CEMENT IN THE CONCRETE MIX. 4. ALL REINl"OBCING STEEL,A!ICHOR BOLTS,DOWKLS AND CYl'HBR I?IS.ERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILD- ING DBP'T. INSPECTOR PRIOR TO POURING 9P ANY CONCR!rl'B. 5.; CONCRln'E SHALL BB PLACED OVEK SAND PILL THAT IS CLEAN ,SHARP AND l'Rlm P'ROII DELKI'ERIOUS SU~ANCE. 6. MOISTURE BARBIER UNDER SLABS SHALL BE 6 MIL POLY!'l'Hl!:t.ENI. 7, BEDll'OBC DIG MESH SHALL BE&''x.(,}'/ c,, -t:? GAUGI ELECTRIC WELDS W tlll!: MP. SH, 8. ANCHOR BOLTS SHALL BE ½ ••x 12 • EMBEDDED 9• INTO THE CONC- BETE UNLESS Nor:s:D OTHERWISE. BOLTS SHALL BE PL.ACED A IIINIMUII OP 12• l"BOJ! COBNEBS AND PLATE SPLICES AND A MAXIMU"f 01' 6•-o• OH CENTER BLS!MIXBE. ~;:-4 ~ 4-'-o'' cl/<-. t:,s,.7. F 7/-52 lj Fh/.;;'--Z. 9. SILLS SKI' WITH POWDER SET NAll.S SHALL COHPORM TO THE POI.LOW- ING SPECil'ICATIONI POWDER a.:r NAn.s SHALL BE •sPEED" BRAND OB EQUAL. PERIIIE'l'Bll PINS SHALL BB •p• PINS,ICBO No. 6070 SPACED 2 '-o • ON CBNTEBI INTERIOR PINS SHALL BE • I• PINS, ICBC Ho. 6080 SPACED J•-o• Oll CENTER. NON BRARDIG INTERIOR WALLS SHALL BE SECURED WITH •I• PINS AT 4•-0• ON CBNTER. STBUCTt1RAL LU!mERI 1. 4. MUDSILLS SHALL BE ALL HEAR1' REDWOOD QR PRESSURE TREATED DOUGLAS PIB.. ALL BOUGH PRAMIHG LUMB.EB USED Iii THB WOBlt SHALL BE THE POLLOW- I!fG GRADS OP' DQOGLAS l'IB..COAST REGICll,(SX:CUT AS JIOl'ID) DI ACCORDANCE Wrl'H THE STANDARD GRADING BULKS HO. 16 OP w.c.L.I.B. (UNLESS NOl'ED O'l'HERWISE) A.) 2• TO 4• THICX, 2• TO 4• WIDE. LIGRl' FBAl'IIJIG A1ID STUDS.,•.•.,• # ~ r;:u-iL,r,,.; ~I-" tf B.) 2• TO 4" THICK, 6• AND WIDD. STRUCTtJIIAL JOIST AND PLANKS •••• c.) a-TO 4• THICx,2• TO 4• WIDE. II II " u d !lo~,z, I \/ b~ T· STRUCTURAL LIGM' l"RAMING ••••••• D.) 5• AND THICXBR,BRC'l'ANGULAR ..... -... -.I ' D l'". I II BEAMS A.a..,-~ ... B.I111G!BS • • • • • • • • • • • • ,_ -1 • • • • 11:.) ROUGH OR SURPAC!D 5•::s: 5• AND _ - LARGBB. POSTS AND TI!lllEBS ...... , cjr i D ""· !' -" PLYWOOD SHALL BB DPPA GRADE S'l'A11P.ED (_5::;e _l!,~;..>..vol()wrrH ZlTD- IOli GLUE UNLESS O?l!EIIWISE ROl'!:D. ROOF PBAMIHG AND SIIEATIIIHG SHALL BB INSPECTED PRIOR TO AJ'J'LY- ING THE l'INISII HOOPING MATERIALS. PRE-DRILL ALL HOLES POii 20d AHil LARGER NAILS AND LAG BOLTS. DCUBLI TOP PLATIS ON ALL :s:nmuoa AND BEARDiG PAR'l'rl'IONS(NOl'- ClrHERWISE Naf.ED OB D!TAILED) SHALL LAP 4'-0" J!INIMUM AT SPLICES AND BB NAll..ED WITH 6-16d NAxf..; EACH SIDI!: OP T!IK SPLICE TBBOIJGH TB:a: PLATES. BCLT BOLES POB WOOD COIDiBCTictl'S SHALL BE 11)2• L.ABG.EB Di DIAl'l- 'l'!ER THAM 'l'Jm IIORMAL BOLT. DLU!lrrBR. 1. s. LAG BOLTS SHALL HAVE LEAD HQL.ES BORED Bl!l'ORE DRIVING. HOLE DIAIIE"l'ERS SHALL BB AS PQLLOWSI J • -~••.:: ,__ ·~~\ A.) SHANK PORTION~ SAME DIAJmrER AND LINGTII AS SHANK. B.) ?HB.!Wl POHl'IOll-o,6 TO 0.1s DIAMETER OP THUAD,SAM!: LBRatH. UINPCBCING Sl'EEL1 l. ALLBEINPOBCING STEEL SHALL BE NEW DBFOBMICD :BARS CONPORMING TO ASTII A-615 G!W)B 40. SPLICIS SHALL BB AS POl.LOWS1 A.! #J THRU #7 BARB, 40 BAR DIAMEI'BB LAP, B. 18 THBU #9 BARS. 40 BAB. DIAMETER LAP. C. ) #10 and #11 BARS. S4 BAR DIAIIETER LAP. D.) COLUMN BABS SHALL BE LAPP.ED )0 BAR DIAKB"?BRS UNLESS NOTl!:D a?Hl!BWISI!:. I.) STAGGEB ALL HORIZONTAL SPLICES. ~f 41-+'.:t.aTH'N--.::, 1/-z 11 (t-2,/t<;.) ;:;.i:::,. w/ ~T--~l.VG.,. \VJ.LL-41t:.L.-pfliJCi i;/e,1i ('5~/1~) c..vx _.,i u11o.:izu..yM~f·{T, 414 .. - fl-.,a~Z -6>l-H::,&rl+IL:4. e,:_,~II ["?"l../17') c._cx ~~ !Jl-\~t...6Y\:,!WT. ~/(.: -T ~ ?I . ,v ~ I.Uc,,'). t=,.~f::,.":i,, ,, ' . 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J.01dSilUJ.YKJ.J.SllJ.YI ·,• .-,~ ~ I ,, ' ,. ~;;,.,. __ .,. - ,:·,; l ; ~--,,, ~.,,-,.; -' , ;.,::,t;'; t. !Utioi.' • 1 _, a 10 ... -,; r lL ii I ; 'tJ f:l ' ' I I· I I. _i_ I r ! t ,· i I = rn U ~c·wr~ dkc~~,;~,--1~1~i• ... ~~: .. ;;e~ p~; . .?1tt.=1-tC4~4~0 ftf1a,~-Hc, •. -z~i,. " -' ' • ,£ I -... •. . --,..; ., ., '·-' Jliis prsn . was irnipe,rii,t on • ,.,., r. ,he regulations ,of land Use Ordillanr.e No. 351, ::S"'!.:'..i':'" lrilln Unreasonable delay· in '.starting cons!ruc1ion • ... ~ ~rm1t b_eca~~e of di~tnct reguf.'iJt:cin cfwn~s.·, _may invalidate uu~ !,he ostcc1upan.cy 'of this li~ildir.g shall not \e chann•d '-m .,__ use. a ed rn tnP permt --_,. .... " . F.., rau ute" new Certf..:,-;..... ~f. r,' ' d,.µ,lca,ion except by fssuam:e of a I l.a,.e o use and 0-'"cuparry De,· 4 t . approved plan shall be cause for stcPping ~~,i " :._~2n~" rom the • WARNtNG. 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''''c./"''•'io•, •• , ........... fthe Eloelrical o,d,n.- i c~·;~,'~;sJJ~~~~~£:2~~~fi.r~7q! '•:.i......,.''-"''·o..· ..... ,·"~~-".:.:"~~hei.,' • ' ;L ,;,~"'l"""·...,··· .. n.t•!"!?",--• , • , .,..TJ NAMEPLATE_C_·_ BLDG.~--,--~ LOC,__.2,..'2ll=.·.;..'F:..;L=,.':"'&..;:·;,,;:···-.', MTG~-·---=-~~~"'""''"' 1:2.o_h.1.40 Y, a.·,# "-~~R.•··~ .. • ,,'{,: ':'T;i;r;.,:, ' ' "AT'., t;."',· t'"'·•,•'• ,,:,,ii.\'J>'!ic {'(,.;,,_;·, ,;••• BUS• AMPS__,'2.._..2.~S..,___ '.VOLTS /2 '4 -, CONNECTED LOAD. : FUTURE .LOAD f6 A .LOAD !1 It lif C LOAD LOAD TOTAL. LOAD so WATTAGE B no S1ro KW t LCL C z., ~ -·~ .... ..,.., .. ~..,.,...,.·.•-·_._ . .,._,,. ·'c."· ~,.c_,_, .,. •-t:, r,-·.-,,~.s .. 7J1t_( ~tfi :WA-TT~GE><s. OUJLETS SC LTG. j ,. •. ; ;;,{~~~ •• • ' f,-.: ~}t};f'. 7:lP--::+•'-l,:,r-t--.,....,f'i::'-'..,.,"";,,..,.:?t'i:::''t"''f";::-flH:'±'ii'i--:,..:-iif JtiI:2? ):~ 0 _;_-; ' ' ;, i;~~~,- ,., .. _ ~ ~JQO.i.£'.:' (tii'-.,~;i;il~-'.~~~ ;;;~_" ·•;.,:\..:-0 .. ~ ... ~---~-. :~·!I'..·, ._;:1.-~·;,~ .. :~c>-.• !!:· ... 5,c: ,,. -... <.;,:Y ,§' It g.1! g j':.·· ' G)a~-41--_. .. ,:;;_; -, • --._-_\.;-Ct.-... :·.·_.-'-·.i; ,~;-·i,:• ,,·-"p.-"'c>~i•;,,.,.E,' .L ,.··:'"' Oa··. i:~·• 'ft --.• , '-·-··,;•,i:;-..,,1-,~-:·. ·.rr· ._:'\n ',~~~~ •,~ • :/_~,,,.?~;._ i--,.. r>t, ./;~ L <, • ¼I ,,,_.;; f•~ :,:ii '), ,~·~t:i1 _. :Ce~ w.-s ·1, -JI :1,i;i ---··.·-'.. l .\ ~. • •• ..------------------------------------------------.---------------------------------------------------------'------------------------------------------------------------------------------·. r-~-.. ~\----, .. -= ...... ------·,....,. .- I ABB Q EV l AT IO "1 c; B LJ I LO ! ~ (3 0 E PA RT M E. 1'l T 4, GE~ ER Al_ N.9 TE c; 1----------..:......::......:..:_ __ :._,:: _____ _:_..:.. _____ _;_..:.. _____________ +----==----..:....:...:.;...:..:.. _ _;_ ___ ..:..:_ _____ _;, __ ...:::_ ___ _;_ _ _:_..:....:....:.. ____ ;_ ___ _: _____ _:_ ____________ ..;; ____________ ;...,...;;.,;. __________________________________________________________ ·_·--·-•"""""""",,__~-·--~-., ... , .... ..,. .... , ASPH. CONC. ACOUS. PLAS. ADJ. ALUM. APPROX. ASPH. ASPH. T. @ BD. BETWN. BLDG. HLK RLKG. BM. 30T. BRKT. CHKBRD. CAB. CE!L. CEM. CER. CEIL. JST. t CEIL. CNTR. COL. COM. COMPO. CONC. CONT. CTR. CTRSK CONN. C. L DET. D. F. DIA. DIM. DR. DN. DWR. D. C. D.S. EA. EL. ur ELEV. ELEC. ENAM. EQ. EXH. EXP. EXT. EXIST. F. B. F.A.F F. A. U. F. F. F. G. F. H. M. S. F. H. W. S. FIN. FIXT. FLR. JST. FLUOR. F.S. F'r. FLR. FTG. FIN. GR. F. H. C. GA. GAL. G.L GIRD. GL. GR. GYP. HDW. !L c. HD. HDR. HDWD. HT. H. M. HORIZ. H. P. H. R. HTR. L D. !NSUL. INT. JST. JT. Asphalt Concrete ..i\ccoustical Plaster Adjustable Aluminum Approximate Asphalt Asphalt Tile At Bua rd Between Building Block Blocking Beam Bottom Brrtc:ket Chalk .Board Cabinet C~iling Ct!rnent Ceramic Ceiling Joist Center Line Ceili.n~ Counter Column Compactt..-d Cornpositirnt Concrete Contlnuous Center Counters\n1k Co11nection Cast lror. Lh:tail Douglas Fir Diarr.ete r Din,ension Door Down Drawer Door Clnser Down Spout Ea.ch Elevation Electric Enamel Equal Ex ha.us t Expan!-1ion Exterior Existing Felt Boa.rd Forced Air Furnace Forced Air Unit Finiah Floor Fuel Gas . Flat l [ead Metal Screws Flat Head Wood Screws Finish Fixture Floor Joist Fluorescent Face o{ Stud Feet or Foot Floor Footing Finish Grade Fire Hose Cabinet Gauge Gallon Galvani.r.ed Iron Girder ,. Glass Gra<le Gypsum Hardware Hollow Core Head H~ader Hardwood Height Hollow Metal Horizontal High Point Hand Rail Heater Inside Diameter Ineulation Interior Joist Joint LAGQ. LAM . LINO. LOG. L. P. LG. MAT. MAX. M.C. MECH. MIN. MISC. M. 0. M. S. M. & T MTG. MTL .. MUL. t.!AS. NAT. N. G. N. I. C No. N. N. T. S. 0. D. 0. C. 0. H. M. S. 0. i-L W. S. P. E. PLAS. PL. PNLG. PORG. PR. P. C. P. L. R. RAD. RAF1. RWD. REINF. REQD. R.H. M.S. R.H.W.S. RM. R. 0. ~ S. G. SCIIE D. SECT. SEL. SHT. SIM . SK. Lacquer L;iminatt:U Li nolcurn Location Low Point Lung Mate rial Ma.xirnum Medic1ne Cabinet Mechanical Minimun1 Miscellaneous Masonry Opening Metal Screw Mortise & Tenon Meeting Metal Mullion lvla son r y Natural Natural Gt"ade Not in Contract Nurr:ber North Not to Scale Outside Dia.1neter On Center Oval l[ead Mt:::tal Screws Ov;,d llcdJ WlHJJ Screws .Porcelain Enar:ne.l PL:1ster Plate Panehn~ Porcelain Pair Putty Coat Property Line Riser Radius Rafter R edwoo<l R einf ore ing Hequired Round Head 1.-letal Screws Ruund Head Wood Screws R0om Rough Opening Round Soli<l Core Schedule Section Se lee t Sheet Sin1ilia r Sink S. L. Spring Line SHT. MTL. Sheet Metal S. SQ, S. STL. STL. STRUCT. CJ □' ::J. TYP. TH. T I< G U. B. C. VERT. VIN. T. V.G.D.F. W/ w. c. w.o. WDT. WDO. W. H. W.W. F. South Square Stainless Steel Steel Stru.ctural Square Square Feet Square Inches T yp1cal Thick Tongue and Groove Uniform Building Code Vertical Vinyl Tile Vertical Grain Douglas Fir With Water Closet Wood Width Window Water i-Jeater Weldec.1 Wire Fabric , GENERAL NOTES 1. VPrify ::ill ch:vati.ons and dimensions of existing conditions at Job site. Lath and phster shall conform with Chapter 47 U. B. C. Provide approved flashin15 over all exterior openings. 4. Pro•Jide splash hlocks (conc.rete) unc..ier downspuutl:I where downc.pouts are noted. 5. All classrooms ::;hall be used (more) {less) than e1qr;~(t) hours per week, 6. Maxin~un1 roor. capacity sign shall he conspicuously µostetl by Owner 1n ea<;h assembly room or auditorium \Vhere fixed seats are not installed. 7. Exit daorssh;1ll beopenable from i.nsidewithou.t use of keyoranyspecial knowledge or effort. CONCRETE AND FOUNDATION REINFORCING STEEL NOTES (Unless otherwise noted) 1. Soil bearing ·,alue assumed at !':CC lbs. per s~uare foot. 2. Concrete nux: l -2-1/2 -3-l/2, 2000 lbs. per inch at 28 days. Maximum 7-1/2 gallons of \v:iter per sack of ccrr.ent. 3. Foundation bolts round at~;\_,:.~ o.c. t .... linimuru 7" into coacrell! and 12·' from end walls. 4. H.einforcinis steel Lar laps minin1um 20 bar dia.mete.rB in footings. 5, All slabs on fill to be 4" thick with 6 ·x 6"/10-10 w1re weldt:'<l iabr·it: or 3/8'' bars at 14" o. c. each way. Pour sl.3.bs in 400 ::i:q, ft. sections or provide l /4'' x 1 • deep groove cute 400 sq.ft. sections, LUMBER AND FR,>\MING NOTES (Uriles::; otherwise noted) l. Horizoritr1.l members best of '1Construct-ion Grade11 Dou.g-las Fir, 2, Vertical n1embers best of 11Standrnrl Grarl.e-" Douglas Fir. . 3. Mudsill8: Foundation Grade Redwood or tr.eated Do,_ig~a~ Ftr. 4. All studding Z" x 4'' at )6 11 o. c. 5. Fireblock rnid-'ae1ght of ,.-,.alls, boxed eaves, ceihn~ coves floors. 6. I x 6 diagonal let-it· 'Nood braces at each corner and 25' •J. c. max1mun1 1n stud walls. 7. Lap top pl.:ite n1inin1un:1 4' -0". 8. Crossbri<lge all joist every 8'~0" with 2 11 x: 3' or metal 'Contac'' bridging. Solid block.1.ng between joi:1ts over bearings . 9. Hertrlers clnrl he?cIT.S rn1n1mum l-1 /2 i,,ch bearing. 10. Minirnuni l x 4 rafter ties when ceiling jo10ts are not parallel to rafters. l L All plywood D. F. P.A. grade mark~t.l. 12. Provide approved waterproof bL1ii<li.ng paper under wood siding where shown. ,11. t;nle-~s otherwi~e specified on plan. A 11 openings uncle r 4 1 -U shall have minimum 2 -Z"x4" ~<>--,-~ar .. :- '~· 1,3,S ' >() D ----.. tl/-?_'' 4-11"4,-------·- ~ \/ ® ~.02_/t1 + 10·. o" s. W/P ------~-- ® 0 0 6 ,{9 ~-, ,., ,_,' ~) on edge. Openings: -1'-0" to 6 1 -0'l 6 1 -0" to 8'-0" 8'-0'' to 10 1 -0·• Minimum 4'1 x 1.1inimwn 4" x Minim1..1.rn 4'' x ':3YMoOL6 Conduit concealed in walls or ceiling, n1inirnurn size 1/Z inch. Conduit under floor or 11nde1·ground, n1inlmum size l /Z inch. Conduit home run to panel .. Note indicates panel and circuit numbers. o" lintel 8 ' lintel 1011 lintel Other conduit and wire sizes. Note indicates l-1 /Z inch conduit with 4 14 wires. Conduit routed up or down 1n wall. t-{ote: Haah marks on conduit syrribol indicates quantity of 112 wires, Maximwn of3 Hl2in l/2",5 ~12in3/4". 8 /il2m l". "G.0,"denoteaconduitonly. Lighting outlet for fluorescent fixture. Lighting outlet for ceiling mounted incandescent fixture. (Identification typical far all outlets. 1'3 11 denotes circuit number, "a'' denotes controlling switch.) Lightin1s outlet for wall mounted incandescent f_UC:ture -bracket or receased. Li~hting outlet for recessed incandescent fixture. Floodlight outlet., Type adapter & number of tamps" as per fixlllre schedule & notes. Exit light, Lighting fixture identification: (6) denotes quantity, (2/IOO)denotes 2-100 watt lamps per fixture, (A) denotes type as per fixture schedule, ( + 10'-0") denotes mounting height from floor to bottom of stem mounted fixture or center 0£ wall fixture. Single pole wall switch. "a" denotes outlet controlled + 52". Two pole wall switch + 52". Three way switch +-52". Sing"le pole key Rwitch +52". ?vlotor disconnect snap switch. ····•switch with neon pilot larnp +52". Non-fused disconnect switch 30A-2.P in NEMA 1 enclosure. Magnetic motor stadt!l', size l /2 P in NEI\A.A l enclosure. Junction box cove!" or adapter as required, Duplex convenience outlet + 12'1. Motor outlet. Type as noted. Fractional HP exhaust fan controlled by wall switch. Thermostat, furnished&. installed by rr:.echanical; outlet, conduit & connection by Electrical. Weatherproof, Lighting branch circuit panel. Wall tele}-)hone outlet +1211 • Telephone C.O.. to backbuard0 P denotes 3/4", Pl denotes 111 , Spec1.her outlet only. Volume control outlet only. Flush floor outlet -.vith cover or adapter a.e required. Flush floor outlet with adapteI"' [or microphone, Flush clock outlet. f ' ' MINIMUM PLYWOOD NAILING SCHEDULE NOTES (Unless otherwise notedl Sheet eJge Boi.:.nda ry [nterrn.ediate bearing 8d at 8d at o,c. o. c. 8d at lZ" o, c. MINIMUM NAILING SCHEDULE NOTES (Unless otherwise noted) C Ot-.'NEC Tl ON Joist to sill or girde.:r~toe nail Bridging to joist-toe nail 1 x: 6 sub-floor to joist-face nail 2 11 :iub-floor to joist or girder Plate to joist or blocks Stud to plate-end nail Stud to plate-toe n.ail Top plates spike tog-ether Laps and intersections Ceiling joists to plate-toe nail Laps over partitiO.it9 To parallP.'l Atl. rafters Rafter to plate Cont. l '' brace to stud Two inch cut in brace to stud One inch sheathing to bearing Corner stu<lo and angle:;. COMMON 2 - I 6d 2 -8d Sd 2 - 2 - l Sd Ind@ lo" 2 -l6d 3 -16d I 6d@ 24" 2 -16d 2 -16d 3 - I 6d 3 - l 6d 3 -16d 2 -8d 2 -!6d 2 -3d !6d@30" 0, C • MASONRY WALLS NOTES (Unless otherwise noted) I. z. 3. 4. 5. 6. Provide 1/2" round bolt at 24" o. c. vertically in masonry wall where stud walls ct.but, Reinforcing steel bar laµ~. m1nanum 10 bar diameters in masonry walls. Reinfot'cing steel s.ba.11 ex~end 1~-:ininidff! 2411 around a.11 co:ners . Mortar mix: Tyµ!! A -in -i.•.:alls. Concrete :..as.1:1ry units Li he grade A, A.S. T. :i\.L C90-S.:'. and tn be l8 days old m1111n1:.1a: beforE!' l>1:"in5 olaced. io wall. Brick n1as0nry unite shall be lvlW lS-00 P. S. I. units. 7. Grout rn1x.; 1 cenierlt, 2 sand, Z p.ea gravel. of fluid consistency. 8. For concrete mrtsonry only, cleanout open.ini;,S shall be provided at lhe bottom ·of all cells to be filled at each lift or pour of grout where such lift or pour 1s 1n excess of 4 1 LTI height. Overhangir.g mortar or other obstruction or debris shall be rerrwved frorn inside of cell wallsa Clea.n outs ?;-halt be sealed 1--efore grou.ting, after inspection. 9. Hold vertical rein!orcinf:: 1n µosition at top and bottoui au<l at intervals nut exceedin6 192. Uar diameters. For concrete ma:-c.onry units: Fill all cf'"Hs containing retnforcing with grout. shall be rrHdc 111 lifts not ~x.ceeding eight feet. Grouted cells A 8 D Detail No. Detail No. Sheet No. Sechun Detail No. Sheet No. Door No. Window No, Reference No. Elevation No. Room No. WP WP VP CW HW G FCO YB wco sov soc NlPC COTG Waste pipe above grade or floor Waste pipe below gra.<le or floor Vent pipe Cold waler pipe Hot water pipe Gas I-'loor clean out Yard box Wall clean out Shut off valve Shut ofi cock Not in plumbing contract Clean out to grade ' " ~FF. 100-0 ' .. !00-0 ""'"'""1 --·t C\.-LJ_! ~ l> b t] !7 ic--;, Elevation. Finish Floor Elevation YTR HB FD WC L UR DF YD ss C:L'FO Vent thru roof Hose Bibb Floor drain Water closet La-.,atory Urinal Drinking t'ountain Yard drain Serv.1.ce sin.k Fu;: o:..E:. !..:NK F!'2& D6.MPE[;('5 STRUCTURAL STEEL AND WELDIN,; NOTF:S (Unless othorwue ,wted) -1. iiiii:_.,_...,,...,. ,...._a 1,.L ..,,,.; .. , .. ,...,.,·,-\ t,.L_,,. ...... 1..,,,.,,.,,,._.,,~~~~:----M--:•~...:.it-tt-~d~ .... i.,.A 4•". ~ . ,.. ... . ... ~. Strur:tltral <:;te-el pipe colnrnns shall conforn~ wit~·1 ~A.. S. T -i-,·1.··-S,t~ri-. dards A-5>, Goade-B. . ·• J. Reinforcing 8teel 3hall c.:oniorn, with. _A,_·s. T. and A 305-5U. 1v1. Standards ,~ ; / ·4, AU et.:::ctric arch process wel(En.g to be perforn~ed by cer1dit""'~ welders, Provide cantir!u.ous ir:.spe.-.::ti.on fur fieid ·.;}cldsJf.: • ., a··,pt'n•;~d building departrnent inspector. p,1.i,:i •or 1-h Cn'.~.ti•a.i.'1or.,. Pruvtde approved fabricators for shop wel<l.s. PLUMBING AND HEATING NOTES l. Provide an a?pt'ov~d gas shut-ofi valve :onspicl!.G: .. ,;~/ side of building. 2. Provide fire dampers for all heating dacts pcnetranng ft ri! Refer to Mechanical Drawings check i.ndex. ELECTRICAL NOTES L OCCUPP.>:C Y TYPE CONSTRUCTION FIRE 7'.0NE -·----------·-· -· ------------'-·------· -·- AREA -FIRS '1 FL 001.; ., -· ·• • SECOND FLOOR-------·------~------- B,\LCONY TOTAL -------------------- MAXIMUM HSIGHT AT Bt;ILDING . TOW Eh HE'.GHT CCCUPAl-JT \...Cb..0 ··•· ·--·· ·---~--·· l I I • "-" ----,-.-,---,-,..--rr. -7T" o"' ' C 9 ~ ' I' 0 ? dJ f> .,,,, l f : ' 8 cri st I j ' i 30' 30' ' ' "' • 0 C u C " . o' ------------,;!'"---------------,c, 152 00' ! r ~~---------~-------------------------~--: ! f,} f I j,,;1----.-,j--r BJILD:klG lc-e-,.o ' I I ' I I ! '--------------------------1-i \ \ . -~~~---=-........___ __ . This plan We . Was msoeeted on_/-/ tf -tf'C,. the terms, cond·t· and fotJnd to comply . , ions, and V WJth contents of . _ a~thortzed on/&' 7/-:L' ,C ~-:,.,_:::!"'---Permit No,I{-~ 1A;1th1n/ ";;:::--&~'--~~:l;,-A , ,c ·-----..:: N ► mcnths f • c,.uaf cons~u r -Othfr1g here; rorn date of ~u ~ ion must be c Ch,inge from 7 contained sha11 b "' th,,r12aH011. ommencect 1tar,ance or he plans, canst e_ coris:ru.,,d conditiona, , ruction Or as Permitting l\'AR Perm(t. use des· any NING 1€Mated ; ... • : This sta . '' the g'1~i OQ;n:o l~d_fcates Partial review . e a bui/ai,1 ~n,y aorj erm1t. 0 -------,,-. ,. ------------300.00' ~ .. C ~ 0 • , ' 0 " C 0 u '& 1} u '" •.,,"----------~~cJo~ncc=c__.".W::'..:a~l~k, ________ .:_;,,_l_l d\ -S.tcp " 1.<> O~E STOA.Y STUC.CO BLOG f'",n,sh~d. f"1,ooraa.\C~ IS in O,' {l. • li ' ' ~,f.>. ____ , .. ,a;·, .... • --. "· ' - ~- n.--..: o~~ w-g 1'-. 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IHT!?f<'c;;;P'l" ~!Hf Ill a P.,!ZAH?I+ .C.IRC.IJ IT"< ~ f-e.,,<. ""'-T~HO Hief--1 l?.><1"11'.) ,AHO <Ai'?HN e"?-T T"" <A7HD\J IT -1<-l,.li ~ (T.? i"l,6.T a Hi,;1--1 f.a-f.ll?I. #? ~A.LI I f<.ll'D_ ( l',,<l?J ) PANEL U k" WATTACE lOC4.TI01'1 La LTG" R£C NI!. CIR DKR I., l -I '7 ' Z,,/ ' -.• / 1- I= -'Z-• tp/ ' y ., " 1,.7 -..,_ • •u; • =o " ,. ,,·-~--v, ,. .,,,, .. " .. .. .. WATJAf;£ DKR CIA MIS 111:c; LT'-\.. l Lt .,,,. 10 .,__._ ,Z{) H .. :.1 ;.. ~o I n = 1~ -, -~ - LOCJlTIQW I-" " l,.- • , §-. L.01" ,,,.. I J 1) T. I ~- r IJ r REVISIONS BV Ora•n L.L-LJ Jo, 8'1DB E.:::-3.. C: 3 Shee\:, • I ' . • i 'l ' ' t ' J ,£; '(' II 11/JCJ)JRO VIA AVe,1/U€ / \ ' f· .I :sr'lli.JJ ~:UrilL"AOTIOJ Jl-U. 0.1 CllltflO JON J.011 UNIIGn~ lUldl\':00 CIN¥ lllt.tmX>w ilN.-W .LO lei SIH..J.WMJ. .1S.3il ~ I '<,.) I WALL SEPARATlrJN. D£TA IL---...,=~fc'~rr~r,i~ SEE .SNEEr Aot, . .S-~ .. £ •• -' ,. -~ '~ • i • ;--' •✓:": •• , ~.::ot.J. y 1 (loor iruu, Yl,;'-4 t,ii>.r=-. __ ,. ,· 1:---h==t==?Tl i . ·tt.' • 15 t I '" I .;i. -/ - ~I 2 0 . ~ (.HJ!ic -~ ' '8 .;_ __ L. _ _;_J_""T"_~--iir-r . . 14 -ll'i \ft I .'' ♦ l l-'-.i.--G-'"--'-4,'-·,,- \ '' -\ ~ i • [7''-\. ii/ \~\4 "~\·.~ _\ . ; :t;_:· ' ·-1) r- 4 ---------J- I I I -·"·, -i- •• I . - Ill . ' r-j ~ t"'-' ' ..... , ., , < /"-/~f~: •-~~j:,,_=a: =··==t==l&l=l=t~=A~==~i::==-11- /I-Z"'"' .. ,,,.z '-"_II "" -() I I • • --C ' I I • ' 1"· .. ' • . t: . t _ _______,..___ ~ :::t ' . -V;;; ~ • -'11 "ta\.o'1 , ~-- .z~- -~. ' . . >, . . ~ ': . ,~.. tr' ' • ,:'. :t'.:a .. • r ,v,,..y --- -t--+---~---- 1 ------,•. --------····-----, ···-·~-,---_,,---.-,-'"' ,------. ~ ... ------;, ___ ,.,-,-· --lf,; ~~fioxY -A~HOR.Il'IC Or REBAR ANO ANCHOR BOLTS IN HAROENEO CONCRETE • ~,:;,, .• •• .. •.• ···•.·•.··.·•> . • • ,,;,;•, .····. sf·>:"'<V'L,,:,, •" •\',.,,_ ·• ·'..!?:r!.''''i.ir,5!!\:fl':i~f;,,,\'; • ,: [;!1f~~~E secti~n • speci ii:{ the 1n~~~ll~t1oni of· /IST~ ~~i; ~:;:f~;e ,;, ·• /1"'.'40 and 60 reinforcing bars plus ASTM A307 anc.hor bolts (without ':,<hea,;ls ot hooks) in hardened 2000 psi .concrete, using an epoxy ijJ;adnesive. The em.bedments indicated herein will develop the full WfllowajJle strength o.f the bolt 9r· rebar. ~~1~~0XY AOHESIVE ' • , ~:/Use .af\.epox•y grout as listed below. Install per menufacture 1·.}fecQmilien(lations and as outlined in this specification.' Contact ! city· ·inspection department fo, any speci fl.c testing requirements ,,.;or .res.t,rci~t~ns on epoxy grout types which may be used. . [.l!ecommen,;led epoxy grouts are as follows (or prior approved ~eqi.lalJ: • ·• ... • . . .. •:X.:c . • ·-•· > · .,,,., ·· • . :;\• · · , · ... · . . . . "f~~~siv~ T~i~n:1o•t/idoi~or:t-~on17J;Hs• 2CO '.Jio•xy (ICBO N~:•'4398). • 1 ~~· • • ' !<c;oncresive lCCl -LPL Epoxy (L.A. Cit,Y only accepts this grout) li/:Y<., . --• --- !''.Hunt Process. HB 125 Grade B or C (Fed. Spec. MMM-G-650a, Army • bJ:.orps of Engineers) ' . " ·.·. ~ .. 1,: 1•;'\,11.tnt: ?.rocess HB 121 with sanci (Fed, Spec, MMM-B-3508, Army, Corps ;,,(It Eng.Joe·ers) ,,~:; . •' ffORILLlNG . . ~ 1,·Qn!ess ot!lerwise noted on the drawings the r.ole sizes for fJ'_~elnforclng rods and headless anchor bolts shall be as follows: FBOLT. REBAR t DIA. SIZE I.:_;·':, I'· . 1/4" N/A \,:1' •... :J/8 3 ---7 r.:•, J< 112 4 ~t\51a s \ HOLE DIA. 3/411 • 7/8 i 1. 1/8 A-Je7 BOLT GRADE 40 • HOLE DEPTH HOLE 0EPTH • 3• N/A , •• 4 -·:. · 5• : \~'; .. ·, . 5 .. . 7 ;:.:6.··. 8 1/2 GRADE 60 HOLE DEPTH N/A • ,, 6 l/2R •-8 l/2 C ,t10 1/2 ' 1 .. ,,,4 >6. · l 1/4 ."l 1/2 .. l '3/4 .. J•:·7 1/2 ~· -10 '.;\G°'.i8 • 112 ·,;;t t.12 . . , ,.:•: 12 1/2 ·; '14 1/2. <i,16 '1/2 ._,l, 't.1.· 1 .. a. .· ... :1 .• .. ·. .. . .... 8 . lts •• ·, 9 t ii'i 1/ 4 10 [fl· 3/8 11 . ~ ·, ,. . r'111stALLATrori 2 2 1/4 2 1/2 ?.•_.c,.,.,9 1/2.-')':• • •· 13 1/2 ,. 11 •12 13 '!',,· 15 17 19 , ••. 18 1/2 21 23 'a.· • ; Make certain that all grout holes in the concrete are free ,(,T\,'i/ • of wate, or loose material. •··l:i."" . Re111ove all oil, loose rust, or scale from the item to be i"' . embedded. • • ·c. Fill the hole approximately 1/2 full with epoxy grout. d. Install bolt or reinforcing rod, secure plumb, and fill hole-completely with grout. ·e ... ,i,,,, ~ Horizontal holes: Prime holes with epoxy grout. ·Add sufflclent sand to the grout to obtain zero slump consistency. Install t~bedded item as specified above, using the epoxy grout. ' • ..,__,,.... ___ , __ _ (le-)OJt-...t:. ~- ·'·'1 .~ ..-----r-r----rr.,--------H- ~) coi-lc. a1-1- • 1.,.lc-1~ L, I :;1:---- :14 --------------------~ -----------------·-------·------~---- ,-- L.!!---------------------·--~~1 u ' I ~ 01 ' ... ~ \.'I'.. ~ ~I t-i1 11 n ti -l+ a gl 11 11 s... .,Y. ROOF FRAMING PLAN ' -----~----·--·-···---' -• 0~ '. !/41 ,, ii 1.,:::,11 •m.e:MEPOST 18AL•8)(8-2411t36 ' I I -!f1 w IT\ I~) eo1.Jc. ~a ti ~ .r<t:::.J eot--l:;: B!_>L. -tt . -t INAL-1- ' ' ' ' ' ' -,-' ' -.,. ' . ' "\. ' '· " ' ' .. ' ... ~ ~. ~·-....... ·,~,,... -1-1 ·~ z • ' ' ' ' ', '' "\, ,,,,,, ' ----. --·-------.. \(0\ .~ ~ ti -l -------A ... -------- " " i--_ .. ---------. -· . ----·---- ----------·· .--~ -------------- --------------------.pt j- ------ Le ---------------• --- +---------------------,, -------------------~ ~ j- ' @I ~ \L i=} u D -IS) I r i ' lU I ~ .... µ .t:r ti .0 w. .. ' t-"T --. ' ·sECOND FLOOR FRAMING PLAN '2,2,i '"'?, I 1L • FO-ONDATION -PLAN. ' =o -~\ 0-"'P-Le ~ y~·· ~lf-'<011 ,: I n.JI 1 1 0-, s -v 1, ---··· --->' J .:? IL. 4 11 ... -r L_ 1--(E) el.a---¥-IMM __J I< I (P-) Ela:::¥'. f:;A',;e;Mt::r-lT 1-J AU.f"' 7 h t, -------jb, ,, , Jl,,,, ,JJ,,,, ,~I CONSTRUCTION NOTE: \j <:\ r: "I I -~ tJcRt..J ~ ,. ;·. ~-THE ••• ,\ ~e • ¼(,.,I 1 -a" ,.'.THE· iNGINEi::R ASSUMES RESPONSIBILIT'f' FOR· CoNSTRucrtoo BASED 2!i~f~ ': i, , UPON tHE LA.TEST DRAWING R!:.Vl,S1~NS )\M P.SSUM~S •NP:•.:' .•. · ~~~~~ C0:MPANY1 1 1 RESP0NS.IBIUTY FOR CONtRACT; 8-IOS OR PROJECT CONStRUCTION ::;; INe; . , MA£JE FROM _DRAW IN Gs· \'IHICH DI): NQT REfiECT SUILDf.NG •• •. .. ..•· .•• •• •.· •·· ·• iieAe campus o'itve'. "Siiutlural · \ I OEPARTMEN7 C'ORRECTI0NS AND, A ,l:llNWaf!ENT 'ENGlNEERI,NG , $qlle?go, .• :. •. Engine•rl~g, ' CHECK. ANY OISCREPENCIES Bi:l)IEEN THE 'ARCHITECT.URAL ,IINO ? lllewporta!Ich; &'Cl/flsullmg .. i STRUCTURAL ENGINEERING .. oaAWJ:ijQS' ;MU$1' l)E $RQUGl:lT TO. THE • • CA92660 •• ' ' •. • A_ljEf!TION OF _S(ffH. OFf:t;CE,!; ~;!'t,lO!t. TO.~'J:'.'RT_lf:!\:i,.C,01'-,1$lRlll:T1tlN. J14/7~6-1~25" ___ .',f',N:' • ..,. • .......,.c,.. REVISIONS BY ◄ • • • - '1-w :c W(.) .~~ (l)m J: I- I-a: -no ,-c. ,-;t CX)W CX>Z ORAW;r7N: 0C:- CMl!!CKED v-r OATE .,., /o--'?;ff;, SCALE }I,;,, s.j '-0'1 .JQEI_ Nd. SHEET S--1 'J i .. OF SHEETS I I ,:! ' ., I V ' \ - L-'f, J,Jf. ~ ..zoc1 e.,,-''% oF e,lo•' l-E':i-Jai--1 • ,.t;. ~ BO-. -'?IP!:,', J;SA. ·t-"'t-lt:> Of E:3la::fef(F. . _ _\4x1e,,B{_m. _ j I II ~ ' . f't:l 0•~• •_~f:l "('. 3-3/4 cf " 4Y:>-LG 'f1T • • _! _: 1.~ !':1 "' kWtk 130LTS ±.ti c • B.o. tJO. 2156 r I I I " 1 1 I I t:11<6x~l<J/2-lw.d, 04!'% lf-110 f!Z-"c:PfZI lJ..e:t;, 1-tU',;, : • • E:}-1D oF (E)~rWl... " e,'..-011 HI f-l. , • -ro ei--!D op BL¥-t;. $ <0ft=:!:c(./ f~D-..~,o~'-'..>-'1=0-"__,_4-' ~e : ·-·------------- ,5 'DRAGSTRUTi fOf' of ~ I\ A :·-I 1!.u IU. .. I I 6 ·oAAG STRUT: I .,. , • - 'O ' 7 DRAG STRUT "N"tB..EJ:MEPOST 1BAL-8X8-24X36 ' 1 3 µ!':ri 1-,<;<f -0TLID ~ e1c;,,,10,,-,,_ -------illal' V-z''~------;:11!1 j NEW CONT. FTG. & BRG.WAI..L • " ' , >< IX; irk,,r,..U. t,l.A~Gf' -· q_ ':?/,,;,11G'ff' !;ID, . ' • ' ., ' / -\ --,--; .µ. NEW WALL FLASHING -J • TIMBER SPECIFICATIONS 1. Rep~titive Vertical Framing Studs 1. 2x4, 3x4 OF #2 • . ~!.,. •. t,_ .. _22-~-.-and greater DF #1 2. 3. Horizontal Framing-Members single • _ use Beams, Headers & Joists Fb(psi) 1. 4xl2 or less DF 12 1.250 2. 4xl4 or greater DF 11 1500 3. 6x or wider DF #1 1350 ' (except use of 2x4 or 4x4) vertical Frclllling Member Trimmer & Posts J. 2x4, 4x4 PF 2. 2x ( other than DF above) 3. 4x DF 4. 6x or wider DF 12 12 11 11 4 . Glue Laminated Elements Fb(psi) 1450 1750 Fv(psi) 95 95 repetitve use Fb(psi) 1450 1750 1350 Fb(psi) 1450 1450 1500 1350 Fb(psi) Fv(psi) 95 95 85 Fv(psi) 95 95 95 85 Appearance Industrial DF 2400 Fv(psi) 155 type 24F, with 1-1/2" plies 5. Unless otherwise noted, all horizontal framing members which are 4xl2 or less shall be Douglas Fir 12. 4xl4 or 1. 2. 4. 5. 6. 7. 8. 9. . ·. GENERl\L CO?ibITIONS General contractor shall visit the building site and' shall verify all conditions and dimensions, ·prior to starting any work and,shall be responsib~~ for I coordination• of all work and materials, ,including those 1 furnished by sub-contractors. Engine'"1'~ shall be notified immediately of any dJ.Jl-<,pliilci<!s .. All ASTM, ACI and AITC qes:tgnations shall be amended to most recent date, uµlelfs .noted otherwisla'. ,,General details pli--this she,;,t shall, be ,used where· applicable, u1'l'ess otherwtse noted, : All omission,r'or conflicts betwfen var~ous elements of the worki~g-drawings and/or -~ificat!ions shall be brought .. td the attention of(the engineer before 11roceeding with any work if question. / Cont;i:actor shall provide,.safe and ad~uate temporary erection bracing on all(beams, walls, etc. To provide full structural stabiJ,l!ty. Bracing /shall not be removed until the element supported;is capable of supporting its des:i,gn loading. i • All construction s~all be in accorftance with the ,. current uniform bu~lding code and/all local code requirements. ; _,..,.; In no case shall working dim~risions be sca~ed from plans, sections or details olj the structural drawin\js. Refer to archiiectural, mec);l<lnical, and electrical drawings for moulds, ornam,;,-nts, grooves, clips, grounds, dropped slabs, curbs, etc. not shown on structural drawings. Design criteria:. See design calculations code: I ' 1 • greater shall..be Douglas Fir #1. , 1985 UBC code as amended to date. Gravity loads: Roof N/A PSF ' i i Notes: - 1. Any specific framing member noted on the framing plan, referenced by a detail or section that requires a better grade shall supersede any grade of the above categori~e1 elements. - NAILING SCHEDULE All Nailing shall be common wire naiks conforming to the latest U.B.C. where automatic nailing is used. Nail heads shall:not . penetrat;e sheathing.· .Connections listed are minimu.m. pe:cmissable. -Details govern over schedule. 4. ·s ·' 6 .. 7 • 8. 9 . Joist to sill girder, toe nails ·each side • • Bridging to joist rafter,'toe nail each end subfloor sheathing at all bearing l x 6 or less, face nail l x 8 or wider, face nail 2 x blind and face ·nail .. , Sole plate to joist or blocking; face ~nail.. .. . .. _ .. , _ . Top .plate. to .. stud, _J;ind nq_i.l; . Stud to sole plate, toe nail Double top plates, face nail Double studs, face nail Top plates, laps and intersections, face nail . 3-8d 2-8d 2-8d 3-8d 2-16d 16d @lii~o;c. • 2-16d 4-8d 16d @16"o.c. • 16d .@24"o.c. 2-16d I 1. r .. i 3. 'l 4 I • ' 5. ~; 6. I I I ' -, 7. 8. 9. Floor N/A PSF Lateral loads: Wind ~ PSF zone. Exposure C Seismic -zone No. 4. STRUCTURAL STEEL All st.ructural steel work shall be and erected to AISC specifications _ . for buildings . '.•' _:-;· · .:. , ... , .. · • • · . · Structur~~ steel plates and shapes A-36. , designed,· fabricated ,. and standard practices. -:~·-~--f>f<:.· __ . ·. _.·-:" __ :_,.· --~.;< sha11' conform. to ASTM ·•. Structural steel pipe shall conform to ASTM A-53 grade • "B" • ✓ 'Structural steel tube shall conform to AS'l'M A-500: , Paint one coa~ of rust inhibitive paint and two·coats in exposed areas. • A licensed fabricator approved by the building department shall furnish shop drawings for approval by engineer ·_ prior to fabrications of structural steel members. Holes for bolts and/or rivets shall not be cut with a torch. _, Bolt holes for .steel conQections shall be 1/16" larger in diameter than normal bolt size. Bolts for column base plates at foundations may be 3/16" maximum larger in diameter· than anchor bolts. • All connections not' detailed on plans shall be detai.led by steel fabricator and shall be submitted on shop drawings for approval by engineer. Bolts shall be ASTM A-307 unless noted otherwise. ' I 10. 11. 12. 13. Continuous header, two pieces (along each edge) 16d @16"o.c. 3-8d 4-8d STRUCTURAL LUMBER • -•-• -~---. C < 14. 15. 16. 17. 18. 19. 20. Ceiling joist or rafters to all bearings. Toe nail Continuous.header to stud, toe nail Ceiling joist to parallel rafter, face nail Ceiling joists, laps over partitions, face nail 1• Brace to each stud and plate, face nail Built up corner studs Joist or rafter to sides of studs up to and including a• depth Ceiling strips 1• x 4" to underside of joist -each bearing one slant .and. straig~t ........... • .. : .. ,.,,._. .,- ·2•·,.x··3• :To·underside· of .. joist each be~;ring ·dde slari\:· and. straight· • • Use strong hold, annulary grooved at . gypsum board and plaster ceilings. Strips supporting plaster ceilings, Shall be wired in plate in addition to nailing~ - Built up beams: 2 2Xs 3-16d 3-16d 2-8d 16d@ 24"o.c. 3-16d · -2-8d 2::.'i6d 16d @12"o.c. each edge 4 16d@ each end 1. 2. 3. 4. 5. 6. 7. 'I •j All structural wood members shall be in the best ·,;,,, selection of Douglas Fir per WCLIB Grading Rule 116, unless noted othe:cwise. Each piece of lumber shall be grade ·marked. . All structural plywood shall be APA grade stamped, with exterior glue and as specified by the American Plywood Association, unless noted otherwise on-plans. Sills and plates resting in concrete or masonry shall be pressure treated Douglas FIR. Bolts shall be minimum 1/2 inch diameter embedded at least 7 inches into the • concrete or masonry and spaced not more than 6 feet apart. There shall be a minimum of 2 bolts per piece sall l bolt located within 12 inches of each end of each,_ piece. Predrill all holes for 20d nails and larger and for lag bolts. Double top plates on all exterior and.bearing partitions (not otherwise detailed) shall lap 4' o· mimimum at splices and have 8-16d minimum thru each side of splice plates. Bolts, heads and nuts bearing on wood shall have metal washers. see schedule. Bolt holes in wood shall be d7illed 1/32" to 1/16" <:jiameter larger than nominal bolt diameter. .. 3 (O_R MOREJ...2Xs .. , .1/2•· dia. M.B. @ .~, 24" .o·.6. • staggered and 12" oic. ·progressive Manufactured wood trusses shall be designed in accordance with the latest edition of U.B.C. Design calculations shall be submitted to the engineer for review and to the building depa,:tment for approval and permit. Shop • drawings shall be submitted for engineer's review prior to fabricati.on. , 8. Lag bolts shall have lead holes,bored before driving. hole diameters to be as follows: • A) Shank portion -same diameter and length as shank. B) Thread portion -0.60 to 0.75 daimeter of thread and same length. CONSTRUCTION NOTE: THE E~GINEER ASSUMES RESPONSIBILITY ~OR CONSTRUCTION BASEOD ., • Uf'ON THE. LATEST ORAWING .REVlS!ONS l\Na ASSUMES:NO ,. RESPONSIBILITY FOR CONTRACT BIOS OR P~OJECT CONSTRUCTION l.. . . MAElE fROM DRAWINGS WHICH DO.Not REFLECT BUILDING OEPARTMENT CORRECTION:S ANO A CONCl!RRtNT ENGINt::ERll;IG , ~~:pusOrlve, i:,HECK. ANV OISCflf;:PENCl:ES BETWEEN tHE ARCHITECTURAL ANO 1J ilewportll-h, STRUCTURAL ENGINEERING·. DRAWINGS MUST SE, BROUGHT .TO THE . " ~A&2seo ATTENTION OF' BOTH ciFF'lCES PRIOR TQ STAllTtNJJ, CONSTRUCtlON. -li•1~/756-152!l ., ~ .... -"• ·" ,· .,,· •' ~· •• -'"L_ ___ ._, __ ._.. __ THE OROIIGE QOUVIS' COMPANY, 'INC, .. ,,, ' REVISIONS /II \1el[:!:l '4'l ~ ,; -3-l ·efl en z <C ..J 0. z 0 ·- 1--...J 0 :E w C DRAWN 0C-:-P CHECKED Vf, DATE 1°-'.2-7· ev SCALE r1ot~l 1::: JO .. NO. SHEET s0.-1 BY \JT✓ ' . --·" OF SHEETS ( I . I ,r