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20140164 Plan Set 07092014OL YMPIA FEDERAL SA VINGS NEW YELM BRANCH 907 YELM A VENUE, MSGS Project No. ARCHITECT MSGS ARCHITECTS 510 CAPITOL WAY S. OLYMPIA, WA 98501 PH: 360.943.6]]4 FX: 360.352.7005 TOM SA FORE), PROJECT ARCHITECT EMAIL: TOMS@MSGSARCH.COM CIVIL ENGINEER: SCJ ALUANCE 8730 TALLON LANE NE ;IACEY, WA 98516 PH: 360.352.1465 FX: 360.352.1509 JAM 6 GIBSON, PE EMAIL jimg @scjalliance.com LANDSCAPE ARCHITECT: GLANDER AND ASSOCIATES 1821 47H AVE. E. OLYMPIA, WA 98506 PH: 360.357.6972 FX: 360.]86.8073 Jeff Glander,AS1A EMAIL: jeff@gland-- ciafes.com STRUCTURAL ENGINEER: PCS STRUCTURAL SOLUTIONS 1250 PACIFIC AVENUE, SUITE 701 TACOMA, WA 98402 PH: 253.383.279] 53 FX: 2383.1557 ". gein. SE EMAIL: Iklein @pcs-sfrucf .Lcom SUNSET AIR 5210 LACEY BOULEVARD SE IACEY, WA 98503 PH: 360.456.4956 e# -116 FX: 360.456.4990 Joe BeHridge. PE EMAIL: jab @sunsefair.com ELECTRICAL ENGINEER: BCE ENGINEERS 6021 12TH STREET EAST SUITE 200 FIFE, WA 98424 PH: 253.922.0446 FX: 253.922.0896 Ben HRNJh PE EMAIL: ben.hedin @bceengine n.com YELM, WA. 13- 133 ABBREVIATIONS —.N- H— — VEN-014r CONDITIONING H111 H HE H= rlE wsUL wSUUDHO10 I—ON CLR LFABIANC[I c.M coxn U_ l No Eo EL2%N PWD PLw9aaa EXET IA 11E 1�tl Noo uPiNn suv sUaveuoer000r HN NLj RR, ooRB ocaoove VIF VERIFY IN HEID IA ovrvACroa wi Fnret w/o wrtlrour VICINITY MAP NaT,a ALE " m A sire r y� 7 i� SHEET INDEX G1.1 01— DATAAIDCOI- 11 —11 'FI'R AN. CLEREETORI -N -1 P:111111 Nl" —IANYELE-01 BUILD _Xr AE I DETA 51.10 1111 N11 To 1, DETAIII No Le_ E F (n - E. a m� U o0 o� 3m �m or -E a� a o0 h a a U � ,Vn! V Z Q U aM N Z :�A �aJ^ �Q Ix r 0 �f m LL Z H W z O D >-B W Lu Q 0 LL >- �E a Q � w � r W n Ln Z Ol O JULY 2014 PERMIT SET No. PROJECT DATA PROJECT NARRATIVE eooe rtvA e: Ie<eone rzerA revEwreaol na Leaaespau ollA6azf.iore 5WNYg Ano •oe aHOn ebcaamP°"enhwim melalwn+a awre p�aryH enrol �enidw. lacemcomnnno iHng e� nb IPrp58 reiro %— wa lh.I be umrmea robe invea Vawlo a l4lana auremalic °re (Z-2tNsol'ivm.l mvnuFOi arses trer nd em D«acemaaas re P a ptlnHw,rempmte NJmesaaaa e=, .ww°p—.� _ B coon «l,- Wu rolm�da "am� d.- ArjM'IM•41'[M•SD A 11,,— .,111,a Il I.0 I. a° wvwarms w 0,37 IS.Yw if> 62119 Atbrol acp�y mefdmwre DEFERRED SUBMRTAIS: AJ= Aiowabb aea persaylsouamreap = m�xnsnaeirecoemaenoe'enerm amamet. a- rPbaaPPalro mPaaaPnae »mraaem w ae ree rosin �mt�po aaan ,nwato...Iree lwamen ru oplere mdI m aaab, waE,mme ewl°ma «.- n' aa«,= ap ae`BreamaonaeamaerrWmar of l.DCrm /m reseeara pmssamwaleas CODES: wculo�eewineoccoreonce xR^.1 nonom's theme po ecnu of agP'cenr Arab ana pmpre pprwarooblPlnina lne bubi "a r rormefabwviatl .n r aowNepane wmm mermalareab ame Iron a— pvawn. maewel»I. men rbn.eperarea ca, resw .m dA /p2 alnama tw-e uat,w, ao. PSremaiesmPilb mu rcE /'e tican Nanonalsraneaalcc lANSI AIIT.1 -znv pa du. —p- reof..( ballmecmcalcannada,ndl provkre ttm oae lYaly stare IK ens- W.1 —rzmm�w FlrvsM1 - rvos .ubEC Pmwniw per dm a asicylan eame�rciee Reaukmom slspl a watereonsewamnsroriaaa lhmb --I amenamenh) am. EN, e ceEM RuaYemenh W caponcy. Raae lvT are, A,PF", Ere proreclian peraala roeepwameaea =aaa "re..m —p . t °�� xaaf mc. me o 0 Smokeawww E NG rera+ro e. rra mea i "a==o.ea "a..mn co PS -Floor o are DeslanPlln. WA ¢mc —C.—G D. BOOR C—A campuarceuecHmrobepo eeam b„uanR dP P°=metl.. s tleaee aeon bona ranl3um MSGS AmbReas, wtlwlan pmMllpnY lnNby Berge aMlh— W. ae BEncbsea Paces c K --p ana Gm qMe w dlArea= 13501 /T.Sros= 1r96<aDS reuemum aowea —, Me gePamtl bYdbem.InrYtlba Pbaeetlantl Mfaaetl wbmltlalMmslbr� mpetlbllly wbb the -,,, dmR WHIM. - vW -.('1 lne Ma.kmum novel once ro an wmgubnerb TS reel. Fro 6Mp- h M1ova bean M NPI„etls/ eC on CITY OF YEIM tquE I.5¢aB35 F. gloememM1aRV sndi take place ptlor m and anao ap yin A—— y laAficatbn es .embplaA,.. a -ao "b f ins""wk+weary y -a K.rro 360- ENT dI M1wamana Ana B.dNma Rmpwa 6aa yAN,oHru oNE. Dc woRPs enera me sea. oae P6 - Em HeM1 I.E. ax meanw�epw:<n nwaE naeaceelr.a nepnt atnat nclaa uEna M1eant i, eAmna ana rsva oraiea — DDOE DEIERmINEDI P! WT REQUIRED no sPtlakbrrrued.w °uupp xa;gniwAaa�iN�vumooaea. m :an a ae 1°°6.1 ' u a a r p«a — PrsoaoMar Rerere p n REt 5_ apare�re p onRa aePem�o � aI remhPmpP.a. I ®,11Ieaebedpere 1 aaara 11 �Iiae- Idnasvnm mom roan am roryPbP�earaaePbr�anaanaaa�RPna� sol Eares,- Oermral:uwnians or lne ,y em,na�Ine,Iwamaeearaanee ELIA WA. 1-7 aSDnwcxn Uz =al to banre,vnm no ma�Naa^ ,ecaon. aln. /D «. M1e Eass« 3I..I . RetatP «arpa n an o�MA ERSIP WEIEST IN NE aaaKe m I —E.. -2 sb"a'N as ° N.M— Irae�amance =�arew BBD a to O wannRan a pea em ,. ere 6 G_. 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L m W � w LU a LL Cy Z a L X RLGISIERNJ RcR�C�cHwIEW�CLev MDMAS J. SANFOED S1A1EOf WASHIHGION PERMITSET JULYM14 v..mn rnneoaa SITE DETAILS A1.30 PRaf NoR... �"' o CLERESTORY PLAN Q Keynotes 8 o N _ 2 yFHIaF CIIRGNG n 2 3 3, IINTORSINK, oROR U I L wecona '' ®.avAiwJloacon amo I f000E ORHI N Z 2 d N U i J Q Q K � m W w W W a Q 3 y z c J O RLGISIERLD A c R �C�c H w I I E W� C� i ev ' MIN.IASJ.5ANFORD 51A1EOf WASHINGTON PERMITSET JULY 2014 n xngo ro Ge-1 Notes: L q-d FEE MINGUISHER MAIN FLOOR AND CLERESTORY PLANS A2.10 .113133X•. s.an TT I I I I I I I T I I I I I I I L I I I I I o IL I I I I ° _ o _IF nSFlf. 0 I I I I I I I I I I I I I I I r�LL_ I I I I I YIy ®< I I I I I I I 2 III III I III ° I I FNOIECi 6 C D E A B C Nom '=R k @CLERESTORY WALL TYPE PLAN k@ ML TYPE PL SCALE: IlW= 1'-0" T T T DRry THRD I I OWM0 0 J 0 I I O O Q Keynotes Genenol Notes: Legend —O asxen Q Keynotes 2 9/I6' xuR M G X@IED, A'DW-C I I T I I T I I T I I T I I T I I OUCr. R III R oo AA�ICEU ESR uooEx. I I I I I I !a7 LaLExs ° i I I I 0 TPOEE Y' �e A, OVE xcinvaRo�Y, „_,,, I o ° G s. nP. °. I br PEN !O 0 s �' LEf f a lxPG Q SEE xIGX 1 0 IlGaLL 6 B � I ® I ° �I ° Ge—I Notes: 0 �- - - - - -� I egentl _ _ _ ZEEIZ UP vD"MM uNG I REe' ®XGN � xR�RE bE�LL! P.. O O, TDRUD Q SOLARRUMLIGxr o'r �c PXCY V e _sue ,X.,cK�IGXNNG LOW REFLECTED CEILING PLAN Z =ANSPPAN SCALE: I/8' =1'-0” ® SUPPLY AIR GRILLE HIGH REFLECTED CEILING PLAN 1,g -1� SCALE: I IT = I'-0" Q Keynotes 8 E N _ 2. o" oMEX -9 ^`e U 3 N D a a _SHOT R .INDNaGl SEE m 3 L N Z 2 d N U i J Q � Q K L m W � w W W a Q 3 y z J O Genefol Notes: REGISTERED A EG i ev MOAIAS J. SANFOAD 31A1EOf WASHINGTON PERMITSET JULY 2014 Legend m rnneooa O O EUK- 11 owcs. REFLECTED CEILING PLAN - HIGH CEILING A2.21 153133Ne CANOPY PLAN Ira• -1•� PLAN SCALE: I /9'= V-9' Q Keynotes o N _ R 8 2 � U 3` cAH�y,aoW Ee "M UM xUMo CROSS . N Z 2 d N U i J Q � Q K � m W w W W a Q 3 y z c J O RLGISIERLD RcR�C�cHwIEW�Ciev' MOMAS J.5ANf0AD SIAIEOf WASHINGTON PERMITSET JULY 2014 n rn�NOaa Ge—I Notes: WS-d ® APPUCMION. ROOF PLAN A2.30 ms13133Ne. ACCESSIBILITY STANDARDS ® TOILETS&THING ROOMS ucESSieLErrvo usneLEeui�oixcsua " "� In ayaT —— Wa�H EL�LtlL - - - -s no�aTe+E — - - -- r ° �- - -- - '°f°oro �§ §� - - - -� °amu"�--- -If=4- �y� sSHayfSRaAET.L«wH µHnP «ME oEnf.HES�� —HRO� EHIHHE �. .�E.S�� aoEwu aE H aHROR :H �o TOILET ROOMS 114 & 115 PLANS T 0 o TOILET ROOMS 119 -121 PLANS z TOILET 114 TOILET 114 TOILET 114 TOILET 114 TOILET 115 TOILET 115 TOILET 115 TOILET 115 a 1,.• -1� o K11 O O' 0 • ® • ® • • 01 m o 0 0 ®L % 0 IIET 121 0 � m p Q Keynotes 8 o N _ --EL 4— Z 18 3. AURIF E TED— El MI'l- oS— m �; A. 11SER—S S � UNIT U NGN HTEOae "ING EEZ cm- Vf Z 2 d y U i J Q � m W w W W a Q 3 a z , O Ge—I Notes: REGISTERED RcR�C�cHwIEW�Ciev MOMAS J.5ANf0AD STAiEGf WASHIHGiGN PERMITSET JULY 2014 Legend ENLARGED TOILET ROOM PLANS AND ELEVATIONS A2.40 ms 13133Ne. F © 0 0 0 0 ` ©al ®I� I'll•. � © 0 © - ® ■ .. ■!d� ■��= ® I � 01� �0�■� V I I Y IY I I Y m ® — — —D NORTH ELEVATION Ire• -1•a PARTIAL NORTH ELEVATION NOrESEENOR,H — 10NDORNODES INCOMMON. EAST ELEVATION Q Keynotes N _ PRFC� 8 o z, SIN H,NDAEHI FlBER fEinERloa 2 �IMOOiH wu coLat uo.11 �✓ -� MGG H /OPEN AeND ERrsosEO lauiolursusxowu, n �; I�enoR wuLCOLOR NO.y 333 a '^ aN RMRENCH U o L xINE. ED I xilz �wnwMlNUM 1. owaav`nu %ciosLO�vn: 11. LDNIN—RE 17. =ED—FASCIOR 18. W—AlMoM AN P PDRMRAM µE "urDAr Z =a y U i J Q � a m m W w W a W Q 3 y z c J O General Notes: REGISIERHJ A R H I I E C� i ev �C�c W� c w MOMAJJ. SANFO DD SIAIEOf WASHINGTON PERMITSET JULY 2014 m rnneooM Legend ARE o EXTERIOR ELEVATIONS A3.10 —'l;7 M.. SOUTH ELEVATION � WEST ELEVATION Q Keynotes E N _ PxecAS 8 � �GflAnftaSO eno q9, E �✓ i ooiHaf NI NLCfIENTIM N ERI 5 GW /OPE AND EXPOSED n� �_ o; iI/ep'NiOlun ASZxowu, IEX1ERIOR wuLCOLOR NO.sI o GN RETESE— U o L 1. auHD. ov Rxo . N Z 2 d y U i J Q � Q ce m W w W W Q Q 3 y z c J O REGISIERHJ RcR�C�cHwIEW�Ciev MOAIAJJ. SANFOAD SIAIEOf WASHINGTON PERMITSET JULY 2014 n rn�NOaa Genefol Notes: Legend EXTERIOR ELEVATIONS A_3.11 153133Ne iiii� 1I�111�111�IIIII L� U U U oial-a-1. o Q I vvwc I I I cowMU � I I a U I I I I BUILDING SECTION - CONTINUED Q O 1 _ I I I ' I I I I � I � I � aa' �slra. Pwosxfnsxln v sofmP 1 to eENea RRERSIOrvo \ Izl sloe oP eneFl.rou* � I I PMRATEDs Eln� I nn, exnse I I uRarvc S.d. PIPE =.R. SECTION @ CANOPY (DT T T I I I I I BUILDING SECTION —R—E. I surva�cooi I I I D .o� -- IG, I R I I I I I I I I I I I I I i I I I I Ia I- I=rOrvExuM d l i 4 a I d FlNISx I—RR t: s I.POR RARRIRR r l ti < —ED COnCRE,E -B r rR oFl: nN—S— BUILDING SECTION Q Keynotes Genenol Notes: Legend urvoERwrn.Ervr z O s /rmEAr o wo. .-NIS QA i— —' sxAR ®zxiz urns Rgie °xwrsrRENCrxENEO, a xeceoAR ®moGC CROSS xNWNG ENIRr11 E1 \ RRER Dc �/ xRERG wwRMO -E J GG, I va�rER rr.Pae.�xisx EvsxlNC �I PRGPNSHED M_ Nwo1 —R.0 �-_ =iii_. z WALL SECTION I cwrtozx IrvrERmmlAr IN o I vAR aaARw ER 16 16 R-zi anrtlnsUUnoN ER EARRIER TE- I¢x ('1) COURSES ors' IRPN rnEru 1 c O C — E _ y = III — = N.. A. IIII 6 T RIGID NSUwTON = = R III III III III— aAR.RIERSr.S1EA1 x.R PARR GREGARE 4.O LORAIN _ 1 WALL SECTION =III I I RE. ER IIIIE III _ER ER -_ __ 4—E WALL SECTION i -P. WALL SECTION PER N\ 17 1'�'R — Pl.. . I ..C., u. 5 19'Gw.°. pure G.w.e. v.CUriG euCt .. =A . d TELLER -SOUTH 31R "xP GLLLUMOE s l/e'xr oLU -uMec CONFERENCE ROOM 117 I /d ^ =I'a' O was JA • JO • •' @LLER - WEST SOUTH EAST VESTIBULE ELEVATIONS -I I y 4041 TM A '4%4, 4--4 z TELLER - NORTH 0 Q Keynotes 8 o N _ U 3` 2. FMM BME, SEE HH=H _ MNME m a. e 11WIME U L UW/W IT oW11 enconoi . Z y=a U i J Q Q K L m W � w W W a Q 3 CL z O Ge-1 Notes: RLGISIERHJ RcR�C�cHwIEW�Ciev' MOMAJ J. SANE M SIAIEOf WASHMGION PERMITSET JULY 2014 Legend n rn�NOaM OPENER INTERIOR ELEVATIONS A4.10 —'l;7 .. �� vI MS, a /0"xC sl/8X6•GLU -Uu // // SOUTH EAST VESTIBULE ELEVATIONS -I I y 4041 TM A '4%4, 4--4 z TELLER - NORTH 0 Q Keynotes 8 o N _ U 3` 2. FMM BME, SEE HH=H _ MNME m a. e 11WIME U L UW/W IT oW11 enconoi . Z y=a U i J Q Q K L m W � w W W a Q 3 CL z O Ge-1 Notes: RLGISIERHJ RcR�C�cHwIEW�Ciev' MOMAJ J. SANE M SIAIEOf WASHMGION PERMITSET JULY 2014 Legend n rn�NOaM OPENER INTERIOR ELEVATIONS A4.10 —'l;7 .. TT TT �TT T'f Y A m B RE r. DOOR TYPES Do�oa E LEGEND: GENERAL NOTES: SC 111 OREWOOOSRSIEt RERHNISHI[GENO NOTES: uG Epu PNMrvf S�RRUER. PI PI—H TO OR-10`5 1. AlT=OPER111 IPADIPEIUA�.IRD�'1-111T SLR 5—PER11-H—D R . EMRH�E °.�rvRrva�o °�Hrv° "rvR.�arv�H,H�R "' '-R.. i� I R. 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WINDOW / DOOR JAMBS TEMPERED SIncEE CwzinO STORBHBON sHim ca�w%w cREUM WINDOW JAMBS DETAIL e8 Ax -�� EnRT11SHEATHING - 11— A,n IIIIIIN oO ,s Roo D —DOW FRANUE sre'L Oaf : c.w.s. jTEMPERED SINGLE eunnc �M. WINDOW JAMB DETAILWINDOW JAMB DETAIL ON OX STOREFRONT SILL DETAIL - RAMS; CK. ROD NTN D PREHHHHEDMEU HwwnD MEAUHATCHA.W IRE, CUT TPPAN' TO crone IIIITO ItR - .Mx RED EA1, MaD coRneRe: ,��we �MHD D. THING -FOR SARRER o RERGVSS MAR. 0.t RID n.;.Al �� Eu , MD D CORNER READ S,A•O.w.e. PAHE=IanD Ewo=� NG�HI� NUUI R11D SHIM AS RID PT MEU PUSHING WEARIER BARRIE Al". eACRER ROD AI BAc[W Oo "/'7— N WINDOW JAMB g WINDOW MULLION ♦��► � Ali, il�_RYIIII @ fflN DOW JAMB Il+'NA% M. AS REOD DOW IEZITAIDIACKERROD M�' F �o � �HIH� —P� CORNERIBAD ED EME ER �GwE. PwosHU,HInG z EGIDInsDU,IOn wU,HER sAREER IM I 0 -r-0-0 0-0 WINDOW SILL I WINDOW SILL @ MASONRY 80 z x a y U i J Z i Q K � m W � w W W a z , REGISTERED A c R �C�c H w I T E W� C S T ev MDAIAE .SANFOAD STATEGPwASHMGTGH PERMITSET JULY2014 v..mn rnneoaM WINDOW DETAILS A5.11 HARDWOOD DOOR DETAIL i i fEDDRFl��.,fff�R��RxREDDD 'Fl DMR CDR F RAG Mp'CoRNizsiRD a ° @V�DOOR THRESHOLD ALUM. STOREFRONT HEAD nwMEin- RE -iwu ®nwsxrvc FIER IA ELM. STOREFRONT JAMB SIORVTONT a nR. awn D: �DDUE.RDRE,E �F a °d — DDOORf E ° d. DOOR JAMB DETAIL (HEADSIM.) g THRESHOLD DETAIL @ STOREFRONT D 2 �--' T I I I I I I 0 I I I I I I I I I I I I I I I P- CLE z RESTORY FINISHES PLAN tla -ra l� —1 I I I MBREV: no V.. GENERAL NOTES: CPT amntib PL Feagd hmiM,n —ftn h, cobra, -Od Referh Reaeatad Calllrlg Ph. hr CNllq Enld,.%pho. CM GmmlatlM walncotwllh MBnantWIdgB and cowdlvp PLW Raagc lsnMM1 wtlnecotwell pnNB ion - RSRrto Flgah LaAanC br platlucbaMwlm. menutbua VebaiarW.. Rafarto lNadaebva. FBl ftWIWMbne, g" Ngh. WF Faclofepoled orfadorp Ariehed. B a.* aleer(an.,.I 68-1 9tavdard W gyp... 11 hair. MI 5 AnNh BE $aldeudedng NOTE$: 084 Iblalum mnelenk pypaum mgb,M, Im l6N h. n The or Wb (1) Mnah mIlWak b daa speche wM deer m NMIMI OP Operable panel pambn. T$ Topehlea purled. a Mg Ila Marmdeum a Blm), (2) Refit m Ceeexmrk OeM111eb lbw ofw d. On LIN liolnm,heal llara WD Woptl; maps peel,, wM abar Anl >h. pWc hminnn S nlM audacN mebdela. LW IYalwmAOOdVw MmlIbm 6'hgi WOM Walk oMmel; mll MlMed tYh wtN dhde ln9erb (5) Door ,ireme,Aerd-ebyyeu$mnuhduln. Pi Peln. Rehr b FMA Legnd form I- ow- Well, flu, ng;..Wd n gbaWan h edge, (a) Provide pyraod panel bond per b **Mnobgy legulmmerW, (5) Ufa depnit ba by bank egulpmei aupplb. mr•r�om�oo��oo��o��m�a� 000 ®' ® ©00 "�` ��i{>• ® ®tE� REZA KNEE 93GE MMAmm ®� RMA � Kama D 2 �--' T I I I I I I 0 I I I I I I I I I I I I I I I P- CLE z RESTORY FINISHES PLAN tla -ra l� —1 I I I MBREV: no V.. GENERAL NOTES: CPT amntib PL Feagd hmiM,n —ftn h, cobra, -Od Referh Reaeatad Calllrlg Ph. hr CNllq Enld,.%pho. CM GmmlatlM walncotwllh MBnantWIdgB and cowdlvp PLW Raagc lsnMM1 wtlnecotwell pnNB ion - RSRrto Flgah LaAanC br platlucbaMwlm. menutbua VebaiarW.. Rafarto lNadaebva. FBl ftWIWMbne, g" Ngh. WF Faclofepoled orfadorp Ariehed. B a.* aleer(an.,.I 68-1 9tavdard W gyp... 11 hair. MI 5 AnNh BE $aldeudedng NOTE$: 084 Iblalum mnelenk pypaum mgb,M, Im l6N h. n The or Wb (1) Mnah mIlWak b daa speche wM deer m NMIMI OP Operable panel pambn. T$ Topehlea purled. a Mg Ila Marmdeum a Blm), (2) Refit m Ceeexmrk OeM111eb lbw ofw d. On LIN liolnm,heal llara WD Woptl; maps peel,, wM abar Anl >h. pWc hminnn S nlM audacN mebdela. LW IYalwmAOOdVw MmlIbm 6'hgi WOM Walk oMmel; mll MlMed tYh wtN dhde ln9erb (5) Door ,ireme,Aerd-ebyyeu$mnuhduln. Pi Peln. Rehr b FMA Legnd form I- ow- Well, flu, ng;..Wd n gbaWan h edge, (a) Provide pyraod panel bond per b **Mnobgy legulmmerW, (5) Ufa depnit ba by bank egulpmei aupplb. O I I I I B C D No_ (k.� Fl LOOR FINISHES AND FURNISHINGS O/ ve =t'a' 6,261 S.F. I� Q Keynotes oaov. nuc. vana%e ona� DBK I a r General Notes: Jf� J Legend euNDS olrouaa 8 I I to A 0 aOI o� - - - - -,� \ I,/ O fo wog) I 1 I I I I I I I I o I I' I I I C ( O c :I- =1 (�)N gp! NISHING PLAN o oY c RANG o` o o J _ -n s II O xa.11 i �e 00 O Keynotes aNM -0.1.0, ow M' oa TI o FILE IA-9I Co— IBITT.1-R 11. C N, CHECK ne ` : °ff U. 1ACI—IRMIDE-111 no ZO RIM ° Iy,Ine INU Genenol Notes: Legend BROCHURE WOOD FI-E W, E_ RrR q' +o- �wi e`oo, REII cu_z, uo Fwoa eaow ORxNaxM iEIRE O O, l'WOOORR-E SO III iR'R'N .t1l URExOLEERB ORMD . RNO E R BROCHURE W/ BOCH ErRUEBERI- INEVIEW O oOo U �nRo a TYPICAL LEG B CHECK WRITE COUNTER INr ■ ��.�. Wit• COT COICRIEHEARTH T1111 11 BIE"C' ILIA—B1.11 1. HRH INTERNET BANKING COFFEE SERVICE gq!�41NE BANKING & COFFEE ELEVATION no apace I— a /a� rwo EnaE TYPICAL STONE nCOUNTER EDGE DETAIL aDEOFNOOD HINGE Hi rv,ER of co=. OxN BNO oN R _, — . �o wO RO=E OOH OOaR. U, '°n.F`eaC. TELLER WINDOW DOORS W/ 3�rnoE�3o'iu`L�ORFHNG POLSHED QUA CoU Ll P—DALVE" HRAMIDAL SHAPED IEGw /TBO0i xI F IEGw /Ta00, IMERNEF BANKING M°nV COFFEE SERVICE ONLINE BANKING & COFFEE SERVICE 3/r Nneow cIEnR RH=A iE HE ,e ROUSx ®aunRrz _ 11 L\: 3/, xnROwOOO c�RFNBx rocs A -NCEI R z W. RUH. TELLER WINDOW SECTION FE/m/a/ma/m, mmm: m mmflfw�zm I— gNE LER LINE ELEVATION SIDE VIEW / xctua FI�Niisx unafE 51¢fOR LOx. zoouDSVncf E E OOU HA St4� 'CLEnR RixieN, w.vfpNER EL @NT LER COUNTER Y �'IX.R "A LR SCREEN DETAIL gW6CYSCREEN .1.4. 71 F7 i 4 JS4HLYIEtY o EACI (pg"MOTIONAL DISPLAY CABINET R.0 R.uA, CC— h CCLCRn , PRPK 2 ELEVATION WER /DA w HvRI -1-Al RErBOARO,RAV I Y u,a E R RE_ a` ELIWAI M H GERTG�RGHE. DESK 2 PLAN mREE,G,AU ,E,oR AHO EOG 8 E aCR III REVFAL MA", U @DESK EDGE DETAIL i oun¢a RARE NLEDGE COLOR, , woll WOOD —E CLEA P.— COU INTER WITH wl- I/. 7f!ih- APED EG 111 G0 —MIU, W m RGGT z @DESK 1 ELEVATION H a J Z i Q K r Lu m w W � w W W a cQ 3 R CC o EEAR HHisH n+wR URRACEeE" D L z a R. J I /IREV G ND BEO O E� P =,CCL"`EMp @DESK 1 ELEVATION REGI ERD _ t a AcR�C�cHwIIEW�C�,ev' MOMAJ J. SAIR RD {} SIAIEOf WASHMGIOH PERMITSET JULY 2014 EIR—RUN W RAv YERIf�S¢E FOR OU,oui y orv¢oR.f.o'. nEECneI A—E) CASEWORK PLANS, ALL POWER DATA MRESEWR W �WRHROD ELEVATIONS AND DETAILS DESK 1 PLANIHRG,G, .IGRR.HGJ A6.21 153133Ne -P-1 THNG Dc. INSUIATION WALL TYPE 14 SCARE I Irz•=1•a 7 11B o wn FURRING Uu u cm=T'R.as Irzrz'cwasraPs G BANK LOBBY VAULT WALL TYPE 13 SCAIE.I IM' =- xl/r sw ue' (S) —E. s/P C.w.R. naps T URRwc NA, CNA.—a 1l.C. )/P AIR SPACE "U ON LEASED SPACE SIDE BANK SIDE WALL TYPE 12 =CARET lrz' -1' "' ,IS sIM' ur ACDUSllC INSUATION S /R'•Gw.R. 5/R 1G. W.B. u sm slrs' u>r WALL TYPE 10 :�RE.1 Irz• =1•�• Lf vB" sin sre � WALL TYPE 9 SCUE.I Irz•=— u� ve Rim yr ®iy'0000s,UDS s/PCw.B. — WALL TYPE 8 EXTERIOR WALL TYPE 11 WALL TYPE 7 xuE 1 Im- ra' scA1E.1 Im -,•a' u am a c I XI M�TFB aPAHE� INS I MET EEDR � AN d DD.C. N INSUIATION DC OC. — FURRI GRSTwnu PERS,RU.— >< EXTERIOR INTERIOR WALL TYPE 6 GRID x IR iR va yr WEATHER IARFSER Z RIGID INSURAU 7777 aa Ex,En sFNc .c. F 1111 ACT 'CONCREE—K ------- ai " ... EXTERIOR INTERIOR WALL TYPE 5.3 —E.1 1/T' =1'b' GRID our ARRSRACE 2X 1000ODSTUDS RD T RIGID IN-101 X VAPOR BARRIER PER $1RUCTIIRPL 5R 'G.w.B. EXTERIOR INTERIOR WALL TYPE 5.2 sne° CEMENT FREE PAN& NSURATON NSIJI x! A DUE c�NUIRS ,w u VAPORBARPoER NUUATGN r'G.wB. aTa °R R•G.w.B. PER �"aa INTERIOR EXTERIOR INTERIOR WALL TYPE 5.1 SCAIE., - -,'a' MNATIVAl— ARS— "'ERE SHOWN ON EXTERIOR —ONS auunoN G.W.R. r' PER STSUCTUR. EXTERIOR INTERIOR WALL TYPE 4 scA1E.iIa' =I•a B/1—EMENTFBERPA- .0 lPU o , NOw � a lao.c VAPOR BARRIER EXTERIOR INTERIOR WALL TYPE 3 GRID yr EVEUEER I AIR SPACE T RIGID INS.— VAPOR BARISER G.w PERS, —INA, .B. EXTERIOR INTERIOR WALL TYPE 2 IC -1-.1, GRID PERSTRUCTURAL 13 Sir eva' BIT ERIEN E° RJR „RPGw.B EXTERI R R OR INTERIOR WALL TYPE 1 SCAUE :1 Irz _- 80 U L 2 U Q m w w a 3 REGISTERED A c R �C�c H w I I E W� C �, ev ' MOMASAsANEOAD STAR:GPwAMINGiGN PERMITSET JULY2014 WALL TYPES A7.10 h a I 1�IZiaaa B•G.c. N I I SrRDC, IEDGE SHIM ICE I WATER "GRE-1 lo IFAMD®a- CONT, C— [ NNG x�x,R� E SHIELD 80 GRID rRFAr®zxlre S� n °3 a m Mx. EGRATED n ERI VENCA P PARAPET CAP DETAIL (g)SOFFIT DETAIL GGxNG D,RRER @ SE SILL DETAIL 611' ANGIEGFGI V N aF taA T oG ®z�D. . GUTTER & FASCIA DETAIL III ►Hill N Z � 2 d y U i J Q � � m w lu W W a C z o REGISIERH) A c R �C�c H w I I E W� C y r ev ' MOMAS J. SANFOAD S1A1EOf WASHINGTON PERMITSET JULY 2014 . HIGH PRBCASrCOJN- /g GNu P HIGH PRELPSr CONGCPP DARIPPROOFING Px10 WOW SZ'L ONC 4CWRSFS BE T -BLOCK a ^GONG. BLOO.C.81P R351NSUL® GRWr ALL REINFORCED CELLS FINISH GRADE GRIOBah6wWO5NO5 6 IN PLANTER GRID a6 RRI INSUL. — — — _ — GGARSEGRAVELxLL N REIEB K I vnnmms FOUND GND R NMH FLOOR RAR I I . RLrDLFABPoG GRAVEL FILL ;7� le �GBNG,�� = f r( FACE R. 1.1 BII —HADNEL —N D)aS 3•cITnR PLANTER SECTION DETAILS 410 Y h 6 a P—IN SHED rnEru aoonnG SAFE DEPOSIT _ icEtwAreasw ' _wiMenaaiER wonNG.=.1 n I DwG k 1 I` G� MErAE it II I i l II ='I, �--� 11 nmratr ° C SAFE DEPOSD / // suvvonei /.ain. �� II wooD —E / / / PCONCaErESUe / n d voonN vSrauoNau DwGi —Al DOwNSVOUr _ < / // 'd. < aaowNr ROOa rueEx � � d zaIGID INSUUraN < d VERTICAL JOINT @ FASCIA TYPICAL GUTTER DETAIL VAULT WALL / SLAB DETAIL z VAULT SLAB DETAIL �• •� /� I LL -° j THRU -WALL SCUPPER E. icroraAmE a+(=)E -EE� /� li�llll/�l Ili! I "��"�•i.:��i�i' �O��i "DO��i END 9/16 "s P- -F GFL PAINTED �a / � NING DETAIL in,ouisrvEa — z �:nros®z.o �ax,onE— N.az PERS aEAAL M G.W.O. D.—WliH w /NAIENNP Dow WB anE: PER 10W WE— EREARPEa i l " SOFFIT & WALL DETAIL a �a E GENERAL NOTES THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS, ANY DISCREPANCIES FOUND AMONG THE DRAWNGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WTH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI /ASCE STANDARD NO. 37 -02 -DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WTH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. CONTRACT DRAWNGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWNGS. CONSULTANT DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWNGS. REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR CIVIL DRAWNGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL DRAWNGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWNGS. PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED SUCH AS, WALL CONFIGURATIONS. INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB SLOPES AND DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL 15 DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ARCHITECTURAL DRAWNGS. DETAILING AND SHOP DRAWNG PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN 801 ARCHITECTURAL AND STRUCTURAL DRAWNGS. DESIGN CRITERIA VERTICAL LOADS SNOW. ROOF SNOW LOAD = 25 PSF LATERAL FORCES LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO BRACED FRAME /SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY BRACED FRAME /SHEAR WALL ACTION WERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND /OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. WIND. THE BUILDING MEETS THE CRITERIA TO USE THE "METHOD 2 - SIMPLIFIED ENVELOPE PROCEDURE" PER ASCE 7 -10. - EXPOSURE CATEGORY = B - BASIC WIND SPEED (3 SEC. GUST), War = 110 MPH; V.- = 85 MPH - RISK CATAGORY PER TABLE 1.5 -1 = II - TOPOGRAPHIC FACTOR Kzt = 1.0 - INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = t 0.18 - COMPONENTS AND CLADDING LOADS, SEE THE FOLLOWING TABLES: ROOF SURFACES ITEM POS HVE PRESSURES (PSF) NEGATIVE PRESSURES (PSF) EFFECTIVE WIND AREA ZONE' ALL SURFACES RECEIVING A COURSE TEXTURED COATING SUCH AS PLASTER OR STUCCO, UNLESS NOTED OTHERWSE 1 2 3 1 2 3 10 SF 16.0 16.0 16.0 -19.9 -34.7 -51.3 20 SF 16.0 16.0 16.0 -19.4 -31.9 -47.9 50 SF 16.0 16.0 16.0 -18.6 -28.2 -43.5 100 SF 16.0 16.0 16.0 -18.1 -25.5 -40.2 57 OR 67 WALL SURFACES AND ROOF OVERHANGS STEM WALLS AND OTHER POSITIVE PRESSURE (PSF) NEGATIVE PRESSURE (PSF) ROOF OVERHANGS (PSF) EFFECTIVE WIND AREA ZONE' 4 5 4 5 2 3 10 SF 21.8 21.8 -23.6 -29.1 -40.6 -68.3 20 SF 20.8 20.8 -22.6 -27.2 -40.6 -61.6 50 SF 19.5 19.5 -21.3 -24.6 -40.6 -52.8 100 SF 18.5 18.5 -20.4 -22.6 -40.6 -46.1 500 SF 1 16.2 16.2 -18.1 -18.1 - - 1. ZONES ARE AS DEFINED BY FIGURE 30.5 -1 IN ASCE 7 -10. SEISMIC: (ASCE 7 -10) V = CsW WHERE Cs = SR ; WITH Cs MINIMUM = 0.044 Soda > 0.01 OR O.SSi Cs MINIMUM = R FOR Si> 0.6g Te Ss, Cs MAXIMUM = T(�R) FOR T S T, OR Se1TI Cs MAXIMUM = Ti(,) FOR T > T, SEISMIC IMPORTANCE FACTOR, le = 1.0 RISK CATEGORY OF BUILDING PER TABLE 1.5 -1 = II SPECTRAL RESPONSE ACCELERATIONS Ss = 1.252 S, = 0.499 SITE CLASS PER TABLE 20.3 -1 = D DESIGN SPECTRAL RESPONSE ACCELERATIONS Ses = 0.835 & Se, = 0.499 SEISMIC DESIGN CATEGORY = D W = EFFECTIVE SEISMIC WEIGHT OF BUILDING = 192.58 KIPS ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE RESPONSE MODIFICATION FACTOR PER TABLE 12.2 -1, R = 6.5 Cs = 0.128 DESIGN BASE SHEAR V = 24.65 KIPS PIPES, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE. CONFORM TO SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. PUBLICATION "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS ". SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. FOUNDATION DESIGN CRITERIA SOIL BEARING PRESSURE: 1500 PSF (ASSUMED)" ACTIVE PRESSURE - UNRESTRAINED: 35 POE +6H SEISMIC SURCHARGE (ASSUMED) PASSIVE RESISTANCE: 200 PCF (INCLUDES F.O.S. ? 1.5) (ASSUMED) COEFFICIENT OF FRICTION: .35 (INCLUDES F.O.S. ? 1.5) (ASSUMED) "1/3 INCREASE ALLOWED FOR SEISMIC OR WIND LOADING ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR "STRUCTURAL BACKFILL NATIVE EARTH BEARING SHALL BE SURFACE COMPACTED. AREAS OVER- EXCAVATED SHALL BE BACKFILLED WTH LEAN CONCRETE (F'c =2000 PSI) OR "STRUCTURAL BACKFILL ". AREAS DESIGNATED "STRUCTURAL BACKFILL° SHALL BE FILLED WITH APPROVED WELL- GRADED BANKRUN MATERIAL. MAXIMUM SIZE OF ROCK 4 ". FROZEN SOIL, ORGANIC MATERIAL AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WTH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. A COMPETENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL. PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER- SOFTENED FOOTINGS. FREE DRAINING BACKFILL MATERIAL FOR RETAINING & BASEMENT WALLS A CLEAN, FREE DRAINING, WELL GRADED GRANULAR MATERIAL CONFORMING TO ASTM D2487 GW OR SW WHOSE MAXIMUM PARTICLE SIZE DOES NOT EXCEED 31 AND WHOSE FINES CONTENT (MATERIAL PASSING THE NO. 200 SIEVE) DOES NOT EXCEED 5%, WTH A MAXIMUM DUST RATIO CONCRETE ;N:4YOIiG9G1N =ygNN37O % PASSING U.S. NO. 200 SIEVE % PASSING U.S. NO. 40 SIEVE - 2/3 MAX. MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE CONCRETE MIX TABLE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTION SEQUENCING, STRUCTURAL DETAILS, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A STRUCTURALLY SOUND, AESTHETICALLY ACCEPTABLE FINISHED PRODUCT. WATER REDUCING ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE REQUIREMENTS. CONCRETE MIX DESIGNS SHALL CLEARLY INDICATE THE TARGET SLUMP. SLUMP TOLERANCE SHALL BE ± 1 -1/2 INCHES. AGGREGATE: COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE II PORTLAND CEMENT, UNLESS NOTED OTHERWISE, FLYASH: SHALL CONFORM TO ASTM C618 CLASS C OR F, MAXIMUM LOSS OF IGNITION SHALL BE 1.O,S SLAG: GROUND GRANULATED BLAST- FURNACE (GGBF) SLAG SHALL CONFORM TO ASTM C989 GRADE 100 OR 120. ALTERNATE MIX DESIGNS: VARIATIONS TO THE MIX DESIGN PROPORTIONS MAY BE ACCEPTED IF SUBSTANTIATED IN ACCORDANCE WTH ACI 318, CHAPTER 5. PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. ADMIXTURES: ADMIXTURES SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE - APPROVED EQUAL. ALL MANUFACTURERS RECOMMENDATIONS SHALL BE FOLLOWED. WATER: SHALL BE CLEAN AND POTABLE. MAXIMUM CHLORIDE CONTENT: THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED R1fFY. f: Pr' L�][ �III2 7:,[].`�D11J.y;��;p;Q11�.Y.7:DID I15II3'JFL CONCRETE EXPOSED TO WEATHER: PROVIDE 5.0% TOTAL AIR CONTENT FOR ALL CONCRETE EXPOSED TO WEATHER. TOTAL AIR CONTENT IS THE SUM OF ENTRAINED AIR PROVIDED BY ADMIXTURES AND NATURALLY OCCURRING ENTRAPPED AIR. AIR CONTENT SHALL BE TESTED PRIOR TO BEING PLACED IN THE PUMP HOPPER OR BUCKET; IT IS NOT REQUIRED TO BE TESTED AT THE DISCHARGE END OF THE PUMP HOSE. THE TOLERANCE ON ENTRAPPED AIR SHALL BE +2.0% AND -1.5% WITH THE AVERAGE OF ALL TESTS NOT LESS THAN THE SPECIFIED AMOUNT. TOTAL CEMENTITIOUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG. AT THE CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES SHALL CONTAIN NOT LESS THAN 5 -1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, UNLESS NOTED OTHERWISE. CONCRETE MIX NOTES: 1. FIBROUS CONCRETE REINFORCEMENT SHALL BE "FIBERMESH" MANUFACTURED BY PROPEX CONCRETE SYSTEMS OR PRE - APPROVED EQUAL AND SHALL CONFORM TO ASTM C1116 TYPE III 4.1.3, PERFORMANCE LEVEL 1, AND SHALL BE 100 PERCENT VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS CONTAINING NO REPROCESSED OLEFIN MATERIALS AND SPECIFICALLY MANUFACTURED FOR USE AS CONCRETE SECONDARY REINFORCEMENT. DOSAGE SHALL FOLLOW MANUFACTURER'S RECOMMENDATION BUT NOT LESS THAN 1.5 LB /GU. YD. 2. MAXIMUM WATER CONTENT 240 PCY. 3. THIS MIX SHALL CONTAIN 1 GALLON PER CY OF 'ECLIPSE' SHRINKAGE REDUCING ADD MIXTURE BY W.R. GRACE OR APPROVED ALTERNATE. FOR CONCRETE REWIRING AN AIR ENTRAINMENT ADMIXTURE, "ECLIPSE PLUS" SHALL BE USED. CONCRETE PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER- VIBRATE CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. FLOATING & FINISHING OPERATIONS: WATER SHALL NOT BE ADDED TO THE CONCRETE SURFACE DURING FLOATING & FINISHING OPERATIONS. PRE - APPROVED EVAPORATION RETARDER SPECIFICALLY DESIGNED FOR FLOATING & FINISHING OPERATIONS ARE ACCEPTABLE. FORMED SURFACES: FORMWORK CLASS OF SURFACE PER ACI 347 TABLE 3.1 ITEM CLASS OF FINISH MIN. AGGREGATE ALL SURFACES RECEIVING A COURSE TEXTURED COATING SUCH AS PLASTER OR STUCCO, UNLESS NOTED OTHERWSE e DESIGN fc (PSI) C FLYASH GRAD ITEM (AT 28 DAYS U.N.O.) W/C OR SLAG R SL NG AS NOTES RATIO AASHTO SLABS ON GRADE - ONO 4000 0.45 100 57 OR 67 1 ARCHITECTURALLY EXPOSED SLABS ON GRADE 4000 0.45 100 57 OR 67 1, 2, 3 FOUNDATIONS - ONO 3000 0.50 57 OR 67 STEM WALLS AND OTHER WALLS EXPOSED TO EARTH 4500 0.45 100 57 OR 67 OR WEATHER ALL OTHER CONCRETE 4000 0.50 57 OR 67 CONCRETE MIX NOTES: 1. FIBROUS CONCRETE REINFORCEMENT SHALL BE "FIBERMESH" MANUFACTURED BY PROPEX CONCRETE SYSTEMS OR PRE - APPROVED EQUAL AND SHALL CONFORM TO ASTM C1116 TYPE III 4.1.3, PERFORMANCE LEVEL 1, AND SHALL BE 100 PERCENT VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS CONTAINING NO REPROCESSED OLEFIN MATERIALS AND SPECIFICALLY MANUFACTURED FOR USE AS CONCRETE SECONDARY REINFORCEMENT. DOSAGE SHALL FOLLOW MANUFACTURER'S RECOMMENDATION BUT NOT LESS THAN 1.5 LB /GU. YD. 2. MAXIMUM WATER CONTENT 240 PCY. 3. THIS MIX SHALL CONTAIN 1 GALLON PER CY OF 'ECLIPSE' SHRINKAGE REDUCING ADD MIXTURE BY W.R. GRACE OR APPROVED ALTERNATE. FOR CONCRETE REWIRING AN AIR ENTRAINMENT ADMIXTURE, "ECLIPSE PLUS" SHALL BE USED. CONCRETE PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER- VIBRATE CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. FLOATING & FINISHING OPERATIONS: WATER SHALL NOT BE ADDED TO THE CONCRETE SURFACE DURING FLOATING & FINISHING OPERATIONS. PRE - APPROVED EVAPORATION RETARDER SPECIFICALLY DESIGNED FOR FLOATING & FINISHING OPERATIONS ARE ACCEPTABLE. FORMED SURFACES: FORMWORK CLASS OF SURFACE PER ACI 347 TABLE 3.1 ITEM CLASS OF FINISH ALL SURFACES EXPOSED TO PUBLIC VIEW, U.N.O. A ALL SURFACES RECEIVING A COURSE TEXTURED COATING SUCH AS PLASTER OR STUCCO, UNLESS NOTED OTHERWSE e ALL OTHER SURFACES, UNLESS NOTED OTHERWISE C COLD WEATHER PLACEMENT 1. COLD WEATHER IS DEFINED BY ACI 306 AS "A PERIOD WHEN FOR MORE THAN 3 SUCCESSIVE DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40' F.' 2. NO CONCRETE SHALL BE PLACED ON FROZEN OR PARTIALLY FROZEN GROUND. THAWING THE GROUND WITH HEATERS IS PERMISSIBLE. 3. CONCRETE MIX TEMPERATURES SHALL BE AS SHOWN BELOW. HEATING OF WATER AND /OR AGGREGATES MAY BE REWIRED TO ATTAIN THESE TEMPERATURES. 4. THE CONCRETE MAY REQUIRE PROTECTION FOR 4 -7 DAYS AFTER POURING. IF TEMPERATURES REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES ARE SLIGHTLY BELOW FREEZING (30' F MIN.) AT NIGHT AND ABOVE FREEZING DURING THE DAY, KRAFT PAPER WITH COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS 5. NO ADDITIVES CONTAINING CHLORIDES SHALL BE USED. USE "POZZUTEC 20 +" BY MASTER BUILDERS OR °POLARSET° BY W.R. GRACE OR PRE - APPROVED EQUAL. ag � aW H L 1.1 LJ IN^ V Z Q N Q K W 0 W Q cd C 0 4�y S y PROGRESS 05/14/2014 PERMII 07/07/2014 GENERAL NOTES S1.10 � 13133 E CONDITION OF PLACEMENT AND CURING WALLS & SLABS FOOTINGS MIN. TEMP. FRESH CONCRETE AS ABOVE 30' F. 60 55 MIXED FOR WEATHER INDICATED. 0 TO 30' F. 65 60 DEGREES F. BELOW 0' F. 70 65 MIN. TEMP. FRESH CONCRETE AS PLACED AND MAINTAINED, DEGREES F. 55 50 MAX. ALLOWABLE GRADUAL DROP IN TEMP. THROUGHOUT FIRST 50 40 24 HOURS AFTER END OF PROTECTION, DEGREES F. HOT OR WINDY WEATHER PLACEMENT HOT WEATHER IS DEFINED BY ACT 305 AS "ANY COMBINATION OF HIGH AIR TEMPERATURE, LOW RELATIVE HUMIDITY, AND WIND VELOCITY, TENDING TO IMPAIR THE QUALITY OF FRESH HARDENED CONCRETE.. ACT 305 FIGURE 2.1.5 SHALL BE USED BY THE CONTRACTOR TO ESTIMATE THE RATE OF EVAPORATON. WHEN THE ESTIMATED RATE OF EVAPORATION IS GREATER THAN 0.2 PSF /HOUR THE PLACEMENT SHALL BE CONSIDERED A HOT WEATHER PLACEMENT. PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING ARE NECESSARY. PRECAUTIONS TAKEN BY THE CONTRACTOR VARY DEPENDING UPON THE FACTORS ASSOCIATED WILL WATER EVAPORATION AND INCLUDE BUT ARE NOT LIMITED TO: 1. LIMITING CONCRETE TEMPERATURE TO 1007 AT TIME OF PLACEMENT. 2. APPLICATION OF AN EVAPORATION RETARDER. 3. USE OF FOG SPRAY. 4. REDUCTION OF POUR SIZE. 5. PLACING CONCRETE AT NIGHT :{ VU113� 7�:1(MI4�Q6YI:i1ININP�L]I.IL`: CONSTRUCTION JOINTS SHALL MEET THE REQUIREMENTS OF ACT 301 SECTIONS 2.2.2.5 AND 5.3.2.6. SPECIAL BONDING METHODS PER SECTION 5.3.2.6 SHALL BE SATISFIED BY ITEM 4 BELOW UNLESS 0 HERWSE DETAILED ON THE STRUCTURAL DRAWINGS. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN ON PLAN OR ADDITIONAL CONSTRUCTION JOINTS ARE REQUIRED SUBMIT PROPOSED JOINTING FOR STRUCTURAL ENGINEERS APPROVAL. PROVIDE CONSTRUCTION JOINTS AS INDICATED BELOW UNLESS NOTED OTHERWISE ON THE PLANS 1. SLABS ON GRADE. PROVIDE CONSTRUCTION AND /OR CONTROL JOINTS AT 16 FEET O.C. MAXIMUM FOR UNEXPOSED SLABS ON GRADE AND 12 FEET O.C. FOR EXPOSED SLABS ON GRADE. COORDINATE JOINTS WITH ARCHITECTURAL DRAWINGS. 3LI:1111 ]?IIILa:,L• 2. ALL EMBED PLATES SHALL BE SECURELY FASTENED IN PLACE. 3. ALL EMBEDDED STEEL ITEMS EXPOSED TO EARTH SHALL BE GALVANIZED 4. ALL EMBEDDED STEEL ITEMS EXPOSED TO WEATHER SHALL BE PAINTED UNLESS NOTED AS GALVANIZED. SEE DRAWINGS AND SPECIFICATIONS FOR PAINT, PRIMER, AND GALVANIZING REQUIREMENTS. CONCRETE CURING AND SEALING CURING PROCEDURES SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE TO MAINTAIN CONCRETE IN A MOIST CONDITION. VERIFY CURING AND /OR SEALING PRODUCTS ARE COMPATIBLE WITH FLOOR COVERINGS SHOWN ON THE ARCHITECTURAL DRAWINGS. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. SLABS ARE DEFINED AS SLABS ON GRADE, CONCRETE ON METAL DECK, ELEVATED POST TENSIONED OR MILD REINFORCED DECKS, AND TOPPING SLABS ITEM CONCRETE CURING NOTES ALL OTHER SLABS 1, (3 OR 4 OR 5) FORMED SURFACES EXCLUDING FOUNDATIONS 2 ALL OTHER CONCRETE NONE CONCRETE CURING NOTES: 1. WHEN THE ESTIMATED EVAPORATION RATE IS GREATER THAN 0.2 PSF /HOUR, PROVIDE A SPRAY APPLIED EVAPORATION RETARDER IMMEDIATELY AFTER CONCRETE PLACEMENT. THE EVAPORATION RATE MAY BE CALCULATED PER ACT 305 FIGURE 2.1.5. 2. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS B SPECIFICATIONS, PER MANUFACTURERS RECOMMENDATIONS TO ALL FORMED SURFACES IMMEDIATELY AFTER FORM REMOVAL. NOT REQUIRED IF FORMWORK REMAINS IN PLACE FOR MORE THAN 7 DAYS. 3. PROVIDE PRE - APPROVED CONTINUOUS WET CURE METHOD FOR A MINIMUM OF 14 DAYS. 4. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS B SPECIFICATIONS OR ASTM C1315 TYPE 1 CLASS A SPECIFICATIONS, PER MANUFACTURERS RECOMMENDATIONS IMMEDIATELY AFTER FINAL FINISHING. CURING COMPOUND SHALL BE COMPATIBLE WILL ARCHITECTURAL FLOOR COVERINGS AND SEALERS. 5. PROVIDE 'ULTRACURE MAX' MOISTURE RETAINING COVER BY MCTECH GROUP, OR APPROVED EQUAL, FOR A MINIMUM OF 14 DAYS. GROUT NON- SHRINK GROUT' MASTER BUILDERS "MASTERFLOW 555" OR PRE - APPROVED EQUAL. GROUT SHALL CONFORM TO GIRD -C621 AND ASTM C1107 WHEN TESTED AT A FLUID CONSISTENCY PER CRD- C611-85 FOR 30 MINUTES. GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION, INSTALLATION, AND CURING. EPDXY GROUT IN CONCRETE HILTI HIT -HV 150 MAX -SD OR PRE - APPROVED EQUAL. TWO PART LOW SAG EPDXY. USE EQUIPMENT WHICH WILL ACCURATELY MIX AND DISPENSE THE COMPONENTS. HOLE SHALL BE HAMMER- DRILLED ONLY. HOLE SHALL BE DRY AND CLEANED WTH WIRE BRUSH AND PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR OR ROD SHALL BE ROTATED AS IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. REINFORCING STEEL REINFORCING STEEL SHALL CONFORM T0: ASTM A615, GRADE 60 TYPICAL UNLESS NOTED OTHERWSE. DETAIL FABRICATE AND PLACE PER ACT 315 AND ACT 318. SPLICE TABLE NOTE: 1. 'TOP BARS' ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. REINFORCING STEEL COVER PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE. CONCRETE CAST AGAINST EARTH 3" EXPOSED TO WEATHER OR EARTH 2' WALLS AND SLABS NOT EXPOSED TO WEATHER - - -- 314" MASONRY MASONRY VENEER' SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 14 OF THE IBC, AND THE PROJECT SPECIFICATIONS. MORTAR: SHALL BE TYPE S PER IBC. CONFORM TO ASTM C270. MINIMUM COMPRESSIVE STRENGTH = 1800 PSI. ANCHORED VENEER (MASONRY AND STONE UNITS): ALL VENEER ANCHORAGE ATTACHMENTS SHALL CONFORM TO IBC SECTION 1405.6 AND ACT 530 SECTIONS 6.1 AND 6.2 FOR SEISMIC DESIGIN CATEGORY D. ANCHOR TIES AND JOINT REINFORCEMENT SHALL BE HOT- DIPPED GALVANIZED PER ASTM A153, CLASS B -2 AND SHALL BE MANUFACTURED BY WIRE -BOND OR LOCK RITE OR PRE - APPROVED EQUAL ANCHOR TIES SHALL BE SPACED 16 "O.C. EACH WAY MAXIMUM, AND SHALL HAVE A LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE OF N0. 9 GAUGE OR EQUIVALENT. THE JOINT REINFORCEMENT SHALL BE CONTINUOUS WITH BUTT SPLICES BETWEEN TIES PERMITTED. ANCHORAGE OF VENEER TO BACKING SHALL BE AS FOLLOWS: BACKING VENEER TIE ATTACHMENT TO BACKING WOOD STUDS WRE -BOND RJ -721 OR ZINC PLATED SCREWS BY MANUFACTURER LOCK RITE SPC PINTEL TIE & TRICLIP STRUCTURAL STEEL DETAILING FABRICATION AND ERECTION ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION, THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, JUNE 22, 2010, THE AISC CODE OF STANDARD PRACTICE, APRIL 14, 2010 AND THE AISC SEISMIC PROVSIONS FOR STRUCTURAL STEEL BUILDINGS JUNE 22, 2010. HOLES, COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT BE MADE IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER, MATERIAL PROPERTIES OTHER SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U.N.O.; ASTM A572 (Fy = 50 KSI) WHERE INDICATED HOLLOW STRUCTURAL SECTIONS: RECTANGULAR &SQUARE - ASTM A500 GRADE B (Fy = 46 KSI) STRUCTURAL STEEL PIPES: ASTM A53, GRADE B, TYPE E OR S (Fy = 35 KSI) MACHINE BOLTS (M B): ASTM A307, GRADE A ANCHOR BOLTS (A 3A ASTM F1554, GRADE 55, UNLESS NOTED OTHERWISE, ASTM F1554, GRADE 105 WHERE INDICATED. WELDING STRUCTURAL STEEL: WELD IN ACCORDANCE WTH 'STRUCTURAL WELDING CODE" AWS D1.1. CERTIFICATION: ALL WELDING SHALL BE PERFORMED BY WABO /AWS CERTIFIED WELDERS. WELDERS SHALL BE PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING. WELD TABS (ALSO KNOWN AS WELD 'EXTENSION" TABS OR "RUN OFF' TABS) SHALL BE USED, AFTER THE WELD HAS BEEN COMPLETED THE WELD TABS SHALL BE REMOVED AND THE WELD END GROUND TO A SMOOTH CONTOUR. WELD 'DAMS" OR 'END DAMS" SHALL NOT BE USED. THE PROCESS CONSUMABLES FOR ALL WELD FILLER METAL INCLUDING TACK WELDS, ROOT PASS AND SUBSEQUENT PASSES DEPOSITED IN A JOINT SHALL BE COMPATIBLE. ALL WELD FILLER METAL AND WELD PROCESS SHALL PROVIDE THE TENSILE STRENGTH CHARPY V -NOTCH RATINGS AS FOLLOWS: GRAVTY FRAME WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V -NOTCH (CVN) RAFTNG FILLET 70 KSI - - - -- PARTIAL PENETRATION 70 KSI - - - -- WELDED CONNECTIONS INSPECTION: 1. ALL WELDING SHALL BE CHECKED BY VISUAL MEANS AND BY OTHER METHODS DEEMED NECESSARY BY THE WELDING INSPECTOR. THE STANDARDS OF ACCEPTANCE FOR WELDS TESTED BY ULTRASONIC METHODS SHALL CONFORM TO AWS D1.1. ALL WELDS FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED BY THE SAME METHODS ORIGINALLY USED, AND THIS REPAIR AND REINSPECTION SHALL BE PAID FOR BY THE CONTRACTOR. GENERAL REQUIREMENTS EPDXY GROUTED ANCHORS "ALL- THREAD" - ASTM A36 (FY = 36 KSI) UNLESS NOTED OTHERWISE. EXPANSION ANCHORS: AT CONCRETE, PROVIDE "KWIKBOLT TZ" BY HILT, INC., OR "STRONG -BOLT" BY SIMPSON STRONG TIE, INC., OR PRE - APPROVED EQUAL. AT MASONRY WALLS, "KWKBOLT III" BY HILT, INC., "POWER -BOLT" BY POWERS/RAWL FASTENING, INC. OR -WEDGE-ALL- BY SIMPSON STRONG TIE, INC OR PRE - APPROVED EQUAL. EMBED BOLT INTO CONCRETE OR MASONRY 8 BOLT DIAMETERS MINIMUM, UNLESS NOTED OTHERWISE. INSTALL ANCHOR PER MANUFACTURER'S PUBLISHED RECOMMENDATIONS. FINISH: STRUCTURAL STEEL SHALL BE PRIME PAINTED, UNLESS NOTED OTHERWISE, AND SHALL BE CLEAN OF LOOSE RUST, LOOSE MILL SCALE, OIL, GREASE AND OTHER FOREIGN SUBSTANCES AND SHALL MEET THE REQUIREMENTS OF SSPC -SP1. WHERE STRUCTURAL STEEL IS NOTED TO BE PAINTED, ALL AREAS COMPRISING THE LAYING SURFACES OF BOLTED CONNECTIONS MADE WITH SLIP - CRITICAL TYPE BOLTS (A325SC OR A49OSC) SHALL COMPLY WITH THE REQUIREMENTS OF THE RCSC SPECIFICATION. WHERE STRUCTURAL STEEL IS NOTED TO BE GALVANIZED, IT SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, A384, AND A385. ALL SURFACES WITHIN TWO INCHES OF ANY FIELD WELD LOCATION SHALL BE FREE OF MATERIALS THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. FIELD TOUCH -UP OF PRIMED, PAINTED, AND GALVANIZED SURFACES SHALL BE PERFORMED TO REPAIR COATING ABRASIONS, AS WELL AS TO PROTECT ALL AREAS AT CONNECTIONS. CARPENTRY NAIL : CONNECTION DESIGNS ARE BASED ON "COMMON WRE' NAILS WTH THE FOLLOWING PROPERTIES: PENNYWEIGHT DIAMETER (INCHES) LENGTH (INCHES) TRACKER" COLOR CODED NAILS 8d 0.131 2 -1/2 BLUE 10d 0.148 3 PURPLE 16d 0.162 3 -1/2 ORANGE ZOE 0.192 4 FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY BE USED AT EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS *BASED ON 15/32" PLYWOOD OR OSB ' *REFERENCE TO COLOR CODED NAILS PER TRACKERS SYSTEM OR PRE - APPROVED EQUAL WOOD SHEATHING (STRUCTURAL): SHEATHING ON ROOF SURFACES SHALL BE PLYWOOD ONLY. SHEATHING ON FLOOR AND WALLS SHALL BE PLYWOOD OR ORIENTED STRAND BOARD (OSB). PLYWOOD SHEATHING SHALL BE 5 -PLY MINIMUM WHERE INDICATED AS 3/4' OR THICKER. WOOD SHEATHING SHALL BE "STRUCTURAL I° CONFORMING TO PS1 -09 AND /OR PS2 -10. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS: ROOF FRAMING AT 24" O.C. (32/16); WALLS (32/16); ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT ALL PANEL EDGES UNLESS OTHERWISE NOTED. GLUE - LAMINATED MEMBERS: INDICATED IN STRUCTURAL DRAWINGS AS "POC" SHALL BE PORT ORFORD CEDAR COMBINATION 22F- V/POC1 (Fb =2200 PSI, F-265 PSI, E= 1.8X10 "6 PSI) AND POC COMBINATION 2 FOR COLUMNS. ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED TO VIEW; INDUSTRIAL APPEARANCE WHERE NOT EXPOSED TO NEW. ALL MEMBERS TO HAVE EXTERIOR GLUE AND HAVE AITC OR APA -EWS STAMP. CAMBER AS SHOWN ON STRUCTURAL DRAWINGS. FRAMING LUMBER: STANDARDS. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST LUMBER INSPECTION BUREAU (WCHB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSC CERTIFIED GRADING RULES. SPECIES AND GRADE (BASE DESIGN VALUE) 1. 6x BEAMS AND HEADERS. "DOUG FIR - LARCH' N0. 1 (Fb =1350 PSI, Fr -170 PSI) 2. 2x TO 4x JOISTS, PURHNS AND HEADERS. °DOUG FIR - LARCH" N0. 2 (Fb =900 PSI, Fr -180 PSI) OR "HEM-FIR" N0. 1 (Fb =975 PSI, Fv 150 PSI) 3. 6x POSTS AND COLUMNS. "DOUG FIR - LARCH" N0. 1 (FC=1000 PSI) 4. EXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG FIR - LARCH° N0. 2 (Fb= 900 PSI, Fc=1350 PSI) OR "HEM -FIR" NO. 1 (Fb =975 PSI, Fc=1350 PSI). 5. INTERIOR NON- BEARING STUD WALLS. "DOUG FIR - LARCH° NO. 2 (Fb =900 PSI. F-1350 PSI) OR °HEM -FIR" NO. 1 (Fb =975 PSI, Fc =1350 PSI) 6. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING. 'DOUG FIR - LARCH° NO. 2 (Fb= 900 PSI, Fc=1350 PSI), OR "HEM -FIR" NO. 1 (Fb =975 PSI, F-1350 PSI), 7. UTILITY & STANDARD GRADES NOT PERMITTED. ag � aW a U na L 1•� \J IN^ V Z Q N Q K W 0 W Q Cd C 0 y l� PROGRESS 05/14/2014 PERMITTEI 02/02/2014 GENERAL NOTES sill � 13133 �� ®00 ©� 8d :DIP ED GAFV. BOX" HINY BOX' 12 GA. STAPLES ® ® ®® 14 GA STAPLES 11 GA STAPLES Od COMMON WIRE *BASED ON 15/32" PLYWOOD OR OSB ' *REFERENCE TO COLOR CODED NAILS PER TRACKERS SYSTEM OR PRE - APPROVED EQUAL WOOD SHEATHING (STRUCTURAL): SHEATHING ON ROOF SURFACES SHALL BE PLYWOOD ONLY. SHEATHING ON FLOOR AND WALLS SHALL BE PLYWOOD OR ORIENTED STRAND BOARD (OSB). PLYWOOD SHEATHING SHALL BE 5 -PLY MINIMUM WHERE INDICATED AS 3/4' OR THICKER. WOOD SHEATHING SHALL BE "STRUCTURAL I° CONFORMING TO PS1 -09 AND /OR PS2 -10. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS: ROOF FRAMING AT 24" O.C. (32/16); WALLS (32/16); ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT ALL PANEL EDGES UNLESS OTHERWISE NOTED. GLUE - LAMINATED MEMBERS: INDICATED IN STRUCTURAL DRAWINGS AS "POC" SHALL BE PORT ORFORD CEDAR COMBINATION 22F- V/POC1 (Fb =2200 PSI, F-265 PSI, E= 1.8X10 "6 PSI) AND POC COMBINATION 2 FOR COLUMNS. ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED TO VIEW; INDUSTRIAL APPEARANCE WHERE NOT EXPOSED TO NEW. ALL MEMBERS TO HAVE EXTERIOR GLUE AND HAVE AITC OR APA -EWS STAMP. CAMBER AS SHOWN ON STRUCTURAL DRAWINGS. FRAMING LUMBER: STANDARDS. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST LUMBER INSPECTION BUREAU (WCHB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSC CERTIFIED GRADING RULES. SPECIES AND GRADE (BASE DESIGN VALUE) 1. 6x BEAMS AND HEADERS. "DOUG FIR - LARCH' N0. 1 (Fb =1350 PSI, Fr -170 PSI) 2. 2x TO 4x JOISTS, PURHNS AND HEADERS. °DOUG FIR - LARCH" N0. 2 (Fb =900 PSI, Fr -180 PSI) OR "HEM-FIR" N0. 1 (Fb =975 PSI, Fv 150 PSI) 3. 6x POSTS AND COLUMNS. "DOUG FIR - LARCH" N0. 1 (FC=1000 PSI) 4. EXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG FIR - LARCH° N0. 2 (Fb= 900 PSI, Fc=1350 PSI) OR "HEM -FIR" NO. 1 (Fb =975 PSI, Fc=1350 PSI). 5. INTERIOR NON- BEARING STUD WALLS. "DOUG FIR - LARCH° NO. 2 (Fb =900 PSI. F-1350 PSI) OR °HEM -FIR" NO. 1 (Fb =975 PSI, Fc =1350 PSI) 6. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING. 'DOUG FIR - LARCH° NO. 2 (Fb= 900 PSI, Fc=1350 PSI), OR "HEM -FIR" NO. 1 (Fb =975 PSI, F-1350 PSI), 7. UTILITY & STANDARD GRADES NOT PERMITTED. ag � aW a U na L 1•� \J IN^ V Z Q N Q K W 0 W Q Cd C 0 y l� PROGRESS 05/14/2014 PERMITTEI 02/02/2014 GENERAL NOTES sill � 13133 STRUCTURAL COMPOSITE LUMBER (SCL): SHALL BE MANUFACTURED BY REDBUILT LLC., OR PRE - APPROVED EQUAL IN ACCORDANCE WIN APPROVED SHOP AND INSTALLATION DRAWINGS CONFORMING TO A CURRENT ICC EVALUATION REPORT. MINIM DESIGN VALUES: 1. 2x SCL: Fb = 1700 PSI, FV = 285 PSI, E = 1300 KSI 2. 1 -3/4" SCL: Fb = 2600 PSI, TV = 285 PSI, E = 1800 KSI 3. 3 -1/2" SCL Fb = 2900 PSI, FY = 285 PSI, E = 2000 KSI 4. 5 -1/4" SCL Fb = 2900 PSI, FV = 285 PSI, E = 2000 KSI 5. RIMBOARD: APA /EWS PERFORMANCE RATED RIM (PRR -401) 1 -1/4° MINIMUM THICKNESS MEMBERS HAVE BEEN DESIGNED TO SERVICEABILITY AND OTHER PERFORMANCE BASED REQUIREMENTS, WHICH MAY EXCEED MINIMUM DESIGN LOADS AND CODE REQUIREMENTS. SUBSTITUTIONS MUST MEET OR EXCEED MOMENT, SHEAR, AND STIFFNESS OF THOSE MEMBERS SPECIFIED AT THE SAME DEPTH AND SPACING. PRESERVATIVE TREATED WOOD REQUIREMENTS: TREATMENTS OTHER THAN THOSE LISTED BELOW ARE NOT PERMITTED. 1. CC A: CHROMATED COPPER ARSENATE NOT PERMITTED FIR: DOUG -FIR OR HEM -FIR SBX: DOT SODIUM BORATE SP: SOUTHERN PINE AGO: ALKALINE COPPER GOAT CBA & CA: COPPER AZOLE 2. CONNECTORS: JOIST HANGERS, STRAPS, FRAMING CONNECTORS, COLUMN CAPS AND BASES, ETC. FASTENERS: MACHINE BOLTS, ANCHOR BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE WASHERS AND NUTS. NAILS, SPIKES, WOOD SCREWS, ETC. 3. G60, G90 & G185 PER ASTM A653 FOR COLD - FORMED STEEL CONNECTORS. BATCH/POST HOT -DIP GALVANIZED PER ASTM A123 FOR STRUCTURAL STEEL CONNECTORS, HOT -DIP GALVANIZED PER ASTM A153 FOR FASTENERS OR MECHANICALLY GALVANIZED FASTENERS PER ASTM 8695, CLASS 55 OR GREATER. GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.9.1 OR MORE, AS OTHERWISE SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WTH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3. OR 4. PLATES SHOULD BE TREATED WITH A 9% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32° TO A MAXIMUM OF 1/16° LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3 °x3 °x0.229" PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED By IBC SECTIONS 2308.9.10, 2308.9.11, AND 2308.10.4.2 OR AS RESTRICTED BY PLANS OR DETAILS, OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. FRAMING CONNECTORS: SHALL HAVE ICC APPROVAL AND BE MANUFACTURED BY SIMPSON STRONG -THE COMPANY, SAN LEANDRO, CA., OR PRE - APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD HOLES AS REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS REFER TO PRESERVATIVE TREATED WOOD REOUI REMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. LAG SCREWS: SHALL CONFORM TO ANSI /ASME STANDARD B18.2.1. LAG SCREWS SHALL BE OF A DIAMETER INDICATED ON DRAWINGS WITH A MINIMUM OF Sx DIA. EMBEDMENT IN SUPPORTING MEMBER UNLESS NOTED OTHERWISE. CLEARANCE HOLE FOR THE SHANK SHALL BE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE UNTHREADED PORTION OF THE SHANK. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE SCREW SHALL BE INSERTED IN ITS LEAD HOLE By TURNING WIH A WRENCH. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE SCREWS OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE SCREW. LAG SCREW SHALL NOT BE DRIVEN WITH A HAMMER. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. OPEN -WEB TRUSSES AND I- JOISTS: SHALL BE MANUFACTURED BY REDBUILT LLC, OR PRE - APPROVED EQUAL IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS. MEMBERS SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE ENTIRE OPEN -WEB TRUSS/I -JOIST ASSEMBLY SHALL BE AS APPROVED BY CURRENT ICC -ES REPORT. MEMBERS SHALL BE DESIGNED TO CARRY THE LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLANS AND DETAILS. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLANS AND TRUSS DESIGN DRAWINGS, TRUSSES /1- JOISTS SHALL BE PROVIDED TO COMPLETE THE ROOF AND /OR FLOOR FRAMING FROM THE SHEATHING TO THE SUPPORTING MEMBERS BELOW. MEMBER DESIGNATIONS ON PLANS ARE FOR TYPICAL UNIFORMLY LOADED CONDITIONS. MANUFACTURER SHALL PROVIDE ADDITIONAL MEMBERS AS REQUIRED TO SUPPORT SPECIAL LOADING CONDITIONS INDICATED ON DRAWINGS. TOP CHORD AT STRAP CONNECTIONS TO CONCRETE OR MASONRY WALLS SHALL BE COMPOSED OF A STRUCTURAL COMPOSITE LUMBER MEMBER APPROVED BY A CURRENT ICC REPORT FOR SUCH A USE OR AT CONTRACTORS OPTION, STRAP NAIL HOLES SHALL BE PRE- DRILLED IN CHORD, PROVIDE SHOP AND INSTALLATION DRAWINGS AND CALCULATIONS PRODUCED UNDER THE SUPERVISION OF AND BEARING THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. DETAIL DRAWINGS TO INDICATE MEMBER TYPES, SIZE, SPACING, BRIDGING, BLOCKING, CONNECTIONS, ANCHORING, BEARING PLATE AND OTHER PERTINENT DETAILS. PROVIDE I)ro OPEN KNOCKOUTS AT 12° O.C. ON ALL ROOF I- JOISTS. 4fO HOLES CENTERED IN PANELS AT 8° O.C. - (3) e" B" HOLES AT 32" O.C. JOISTS, (2) HOLES AT 24" O.C. JOISTS 1/2° MIN. CLR TO TOP CHORD TYPICAL -JOIST VENTED BLOCKING NO SCALE sE N MEMBER DESIGN CALCULATIONS SHALL BE PROVIDED FOR STANDARD LOADING ALONG WITH DESIGN u S a OF FOR SPECIAL LOADING CONDITIONS WHICH INCLUDE FREE BODY DIAGRAMS, LOADING BREAK n a c DOWN, DESCRIPTION OF LOADS (I.E. MECH UNIT, SUSPENDED WALL, ETC.) AND THE RATIONALE FOR LOADING DISTRIBUTION ON MULTIPLE MEMBERS. SUBMITTAL SHALL ALSO PROVIDE ANY DOCUMENTATION NECESSARY TO INTERPRET DATA INDICATED ON CALCULATIONS. MEMBERS HAVE BEEN DESIGNED TO MEET SERVICEABILITY AND OTHER PERFORMANCE BASED F } d REQUIREMENTS, WHICH MAY EXCEED MINIMUM DESIGN LOADS AND CODE REQUIREMENTS. a r - SUBSTITUTIONS MUST MEET OR EXCEED MOMENT, SHEAR, AND STIFFNESS OF THOSE MEMBERS 1 E. SPECIFIED AT THE SAME DEPTH AND SPACING. / a REFER TO THE FRAMING CONNECTORS SECTION OF THESE GENERAL NOTES FOR REQUIREMENTS a L PLACED UPON CONNECTOR HARDWARE SPECIFIED BY TRUSS ENGINEER AND /OR PROVIDED BY TRUSS U MANUFACTURER. SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13 AND COMMERCIAL PUBLICATION "SPRINKLER SYSTEM INSTALLATION WITH GUIDELINES FOR REDBUILT OPEN -WEB TRUSSES AND I- JOISTS °. LOADS HUNG FROM JOIST NOT SPECIFICALLY IDENTIFIED ON STRUCTURAL DRAWINGS SHALL NOT EXCEED 30 POUNDS AT ANY ONE POINT, NOR SHALL TOTAL LOADS IN POUNDS ON ANY ONE JOIST EXCEED 8 TIMES THE JOIST SPAN IN FEET, UNLESS DETAILED OTHERWISE ON THE DRAWINGS. ATTACHMENT OF LOADS EXCEEDING 90 POUNDS SHALL BE APPROVED PRIOR TO INSTALLATION. DO NOT NOTCH OR DRILL THRU TRUSS MEMBERS. MISCELLANEOUS: PRE - APPROVED SUBSTITUTIONS SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REOUI RED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANICAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE 3 GENERAL CONTRACTOR. IyI^^ SHOP DRAW NGS /SUBMITTALS V Z THE FOLLOWING SHOP DRAWINGS /SUBMITTALS SHALL BE PROVIDED FOR REVEW AND APPROVAL BY ; < THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. _ STRUCTURAL ENGR. BLDG. DEPT. y Z m 1. CONCRETE MIX DESIGNS X X 2. REINFORCING STEEL SHOP DRAWINGS X K m O 3. VENEER ANCHORAGE SYSTEMS X X 4. STRUCTURAL STEEL X X Lu F 5. GLU- LAMINATED MEMBERS X % 0 w 6. WOOD I- JOISTS % % 7. CONDUIT EMBEDDED IN CONCRETE % % W } B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY % % Z. Q w < SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BV AN INDEPENDENT TESTING d Z LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR i APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT J O INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE /SPECIAL INSPECTION SECTION: 0 O U 4y S 4ZP y l� PROGRESS 05/14/2014 PERMITSF 07/07/2014 GENERAL NOTES S1.1Z � 13133 PRESERVATIVE CONNECTORS & APPLICATION SPECIFIED MATERIAL TREATMENT (1) FASTENERS (2)(3) FOUNDATION SILL PLATES, TOP PLATES & LEDGERS 2x, 4x, 6x (FIR), OR GLULAM (SP) S GALV (G60) CBA CA GALV (G185) ON CONCRETE OR MASONRY WALLS , 1. CC A: CHROMATED COPPER ARSENATE NOT PERMITTED FIR: DOUG -FIR OR HEM -FIR SBX: DOT SODIUM BORATE SP: SOUTHERN PINE AGO: ALKALINE COPPER GOAT CBA & CA: COPPER AZOLE 2. CONNECTORS: JOIST HANGERS, STRAPS, FRAMING CONNECTORS, COLUMN CAPS AND BASES, ETC. FASTENERS: MACHINE BOLTS, ANCHOR BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE WASHERS AND NUTS. NAILS, SPIKES, WOOD SCREWS, ETC. 3. G60, G90 & G185 PER ASTM A653 FOR COLD - FORMED STEEL CONNECTORS. BATCH/POST HOT -DIP GALVANIZED PER ASTM A123 FOR STRUCTURAL STEEL CONNECTORS, HOT -DIP GALVANIZED PER ASTM A153 FOR FASTENERS OR MECHANICALLY GALVANIZED FASTENERS PER ASTM 8695, CLASS 55 OR GREATER. GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.9.1 OR MORE, AS OTHERWISE SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WTH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3. OR 4. PLATES SHOULD BE TREATED WITH A 9% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32° TO A MAXIMUM OF 1/16° LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3 °x3 °x0.229" PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED By IBC SECTIONS 2308.9.10, 2308.9.11, AND 2308.10.4.2 OR AS RESTRICTED BY PLANS OR DETAILS, OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. FRAMING CONNECTORS: SHALL HAVE ICC APPROVAL AND BE MANUFACTURED BY SIMPSON STRONG -THE COMPANY, SAN LEANDRO, CA., OR PRE - APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD HOLES AS REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS REFER TO PRESERVATIVE TREATED WOOD REOUI REMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. LAG SCREWS: SHALL CONFORM TO ANSI /ASME STANDARD B18.2.1. LAG SCREWS SHALL BE OF A DIAMETER INDICATED ON DRAWINGS WITH A MINIMUM OF Sx DIA. EMBEDMENT IN SUPPORTING MEMBER UNLESS NOTED OTHERWISE. CLEARANCE HOLE FOR THE SHANK SHALL BE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE UNTHREADED PORTION OF THE SHANK. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE SCREW SHALL BE INSERTED IN ITS LEAD HOLE By TURNING WIH A WRENCH. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE SCREWS OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE SCREW. LAG SCREW SHALL NOT BE DRIVEN WITH A HAMMER. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. OPEN -WEB TRUSSES AND I- JOISTS: SHALL BE MANUFACTURED BY REDBUILT LLC, OR PRE - APPROVED EQUAL IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS. MEMBERS SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE ENTIRE OPEN -WEB TRUSS/I -JOIST ASSEMBLY SHALL BE AS APPROVED BY CURRENT ICC -ES REPORT. MEMBERS SHALL BE DESIGNED TO CARRY THE LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLANS AND DETAILS. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLANS AND TRUSS DESIGN DRAWINGS, TRUSSES /1- JOISTS SHALL BE PROVIDED TO COMPLETE THE ROOF AND /OR FLOOR FRAMING FROM THE SHEATHING TO THE SUPPORTING MEMBERS BELOW. MEMBER DESIGNATIONS ON PLANS ARE FOR TYPICAL UNIFORMLY LOADED CONDITIONS. MANUFACTURER SHALL PROVIDE ADDITIONAL MEMBERS AS REQUIRED TO SUPPORT SPECIAL LOADING CONDITIONS INDICATED ON DRAWINGS. TOP CHORD AT STRAP CONNECTIONS TO CONCRETE OR MASONRY WALLS SHALL BE COMPOSED OF A STRUCTURAL COMPOSITE LUMBER MEMBER APPROVED BY A CURRENT ICC REPORT FOR SUCH A USE OR AT CONTRACTORS OPTION, STRAP NAIL HOLES SHALL BE PRE- DRILLED IN CHORD, PROVIDE SHOP AND INSTALLATION DRAWINGS AND CALCULATIONS PRODUCED UNDER THE SUPERVISION OF AND BEARING THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. DETAIL DRAWINGS TO INDICATE MEMBER TYPES, SIZE, SPACING, BRIDGING, BLOCKING, CONNECTIONS, ANCHORING, BEARING PLATE AND OTHER PERTINENT DETAILS. PROVIDE I)ro OPEN KNOCKOUTS AT 12° O.C. ON ALL ROOF I- JOISTS. 4fO HOLES CENTERED IN PANELS AT 8° O.C. - (3) e" B" HOLES AT 32" O.C. JOISTS, (2) HOLES AT 24" O.C. JOISTS 1/2° MIN. CLR TO TOP CHORD TYPICAL -JOIST VENTED BLOCKING NO SCALE sE N MEMBER DESIGN CALCULATIONS SHALL BE PROVIDED FOR STANDARD LOADING ALONG WITH DESIGN u S a OF FOR SPECIAL LOADING CONDITIONS WHICH INCLUDE FREE BODY DIAGRAMS, LOADING BREAK n a c DOWN, DESCRIPTION OF LOADS (I.E. MECH UNIT, SUSPENDED WALL, ETC.) AND THE RATIONALE FOR LOADING DISTRIBUTION ON MULTIPLE MEMBERS. SUBMITTAL SHALL ALSO PROVIDE ANY DOCUMENTATION NECESSARY TO INTERPRET DATA INDICATED ON CALCULATIONS. MEMBERS HAVE BEEN DESIGNED TO MEET SERVICEABILITY AND OTHER PERFORMANCE BASED F } d REQUIREMENTS, WHICH MAY EXCEED MINIMUM DESIGN LOADS AND CODE REQUIREMENTS. a r - SUBSTITUTIONS MUST MEET OR EXCEED MOMENT, SHEAR, AND STIFFNESS OF THOSE MEMBERS 1 E. SPECIFIED AT THE SAME DEPTH AND SPACING. / a REFER TO THE FRAMING CONNECTORS SECTION OF THESE GENERAL NOTES FOR REQUIREMENTS a L PLACED UPON CONNECTOR HARDWARE SPECIFIED BY TRUSS ENGINEER AND /OR PROVIDED BY TRUSS U MANUFACTURER. SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13 AND COMMERCIAL PUBLICATION "SPRINKLER SYSTEM INSTALLATION WITH GUIDELINES FOR REDBUILT OPEN -WEB TRUSSES AND I- JOISTS °. LOADS HUNG FROM JOIST NOT SPECIFICALLY IDENTIFIED ON STRUCTURAL DRAWINGS SHALL NOT EXCEED 30 POUNDS AT ANY ONE POINT, NOR SHALL TOTAL LOADS IN POUNDS ON ANY ONE JOIST EXCEED 8 TIMES THE JOIST SPAN IN FEET, UNLESS DETAILED OTHERWISE ON THE DRAWINGS. ATTACHMENT OF LOADS EXCEEDING 90 POUNDS SHALL BE APPROVED PRIOR TO INSTALLATION. DO NOT NOTCH OR DRILL THRU TRUSS MEMBERS. MISCELLANEOUS: PRE - APPROVED SUBSTITUTIONS SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REOUI RED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANICAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE 3 GENERAL CONTRACTOR. IyI^^ SHOP DRAW NGS /SUBMITTALS V Z THE FOLLOWING SHOP DRAWINGS /SUBMITTALS SHALL BE PROVIDED FOR REVEW AND APPROVAL BY ; < THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. _ STRUCTURAL ENGR. BLDG. DEPT. y Z m 1. CONCRETE MIX DESIGNS X X 2. REINFORCING STEEL SHOP DRAWINGS X K m O 3. VENEER ANCHORAGE SYSTEMS X X 4. STRUCTURAL STEEL X X Lu F 5. GLU- LAMINATED MEMBERS X % 0 w 6. WOOD I- JOISTS % % 7. CONDUIT EMBEDDED IN CONCRETE % % W } B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY % % Z. Q w < SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BV AN INDEPENDENT TESTING d Z LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR i APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT J O INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE /SPECIAL INSPECTION SECTION: 0 O U 4y S 4ZP y l� PROGRESS 05/14/2014 PERMITSF 07/07/2014 GENERAL NOTES S1.1Z � 13133 v STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTION. SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND AS NOTED HEREIN. STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES SOILS VERIFY MATERIALS BELOW SHALLOW HORIZONTAL ADD 'L ADDITIONAL IBC 1705.6 HOLLOW 5TRUCTURAL 5ELTION FOUNDATIONS ARE ADEQUATE TO ACHIEVE ABOVE FINISH FLOOR X HEIGHT ALT. ALTERNATE THE DESIGN BEARING CAPACITY INTERIOR ARCH. ARCHITECTURAL .5T VERIFY EXCAVATIONS ARE EXTENDED TO PROPER BLD'6 X s JOINT 5LK'6 BLOCKING DEPTH AND HAVE REACHED PROPER MATERIAL ANGLE BM BEAM LL. LIVE LOAD PERFORM CLASSIFICATION AND TESTING OF BOTTOM OF FOOTIN6 X LONG LE6 HORIZONTAL BAT. BOTTOM CONTROLLED FILL MATERIALS LON6 LE& VERTICAL 5% BEARING LOG. VERIFY USE OF PROPER MATERIALS, DENSITIES BEAN BETWEEN L5L LAMINATED STRAND LUMBER B.U. BUILT UP AND LIFT THICKNESSES DURING PLACEMENT AND X (C= ) CAMBER MAX. MAXIMUM COMPACTION OF COMPACTED FILL CANTILEVER M.B. MACHINE BOLT C, F.5 PRIOR TO PLACEMENT OF COMPACTED FILL, MECH. MECHANICAL GJ. CONTROL/CON5TRUCTION JOINT MEZZ. MEZZANINE OBSERVE SUBGRADE AND VERIFY THAT SITE HAS CENTERLINE X MANUFACTURER CLR. CLEARANCE BEEN PREPARED PROPERLY MINIMUM CMU CONCRETE MASONRY UNIT MISC. STRUCTURAL MATERIAL VERIFICATION OF STRUCTURAL STEEL COLUMN MTL MANUFACTURER TO PROVIDE AISC 360 CHAPTER N5 STEEL A. FOR STRUCTURAL STEEL, IDENTIFICATION NEAR FACE X CERTIFIED MILL TEST REPORTS AISC 341 CHAPTER J6 NEAR 51DE MARKINGS TO CONFORM TO AISC 360 CONSTRUCTION NT5 NOT TO SCALE CONT. CONTINUOU5 B. MANUFACTURER'S CERTIFIED MILL TEST ON CENTER X CONTRACTOR OPN'6 OPENING REPORTS COORDINATE OFF. OPP051TE L.P. COMPLETE PENETRATION MATERIAL VERIFICATION OF WELD FILLER POWDER ACTUATED FASTENER CTR'D MANUFACTURER TO PROVIDE AISC 360 CHAPTER N5 PERPENDICULAR MATERIALS CUBIC YARD R CERTIFICATE OF COMPLIANCE DBL. DOUBLE A. IDENTIFICATION MARKINGS TO CONFORM TO PARTIAL PENETRATION X DOUGLAS FIR P.P.T. PRE5EWATIVE PRE55,RE TREATED AWS SPECIFICATIONS LISTED IN GENERAL NOTES DIAMETER P.5.F. POUNDS PER SQUARE FOOT 9IA6. DIA60XAL B. MANUFACTURER'S CERTIFICATE OF PARALLAM X DIMENSION P.T. POST TENSION COMPLIANCE DEAD LOAD PAI PLYWOOD DW6 DRAWING INSPECTION OF WELDING REINFORLIN6 DAL SPECIAL INSPECTIONS IN THIS AISC 360 CHAPTER NS REQUIRED A. COMPLETE AND PARTIAL JOINT PENETRATION X SCMED. SECTION ARE WAIVED WHERE AISC 341 CHAPTER J6 EACH GROOVE WELDS STRUCTURAL COMPOSTS LUMBER EF. FABRICATION IS PERFORMED ON THE AWS D1.1 5HEATHIN6 B. MULTI-PASS FILLET WELDS X 51 M. PREMISES OF A FABRICATOR ELEV. ELEVATOR C. SINGLE -PASS FILLET WELDS > 5/16° X EN&R. REGISTERED AND APPROVED IN 5(R. 5Cd1ARE D. PLUG AND SLOT WELDS X 5TJ ACCORDANCE WITH IBC SECTION EA. EACH WAY E. SINGLE -PASS FILLET WELDS S 5/16" STIFFENER X 1704.2 5TL 5TEEL F FIELD - INSTALLED WELDED STUDS EXTERIOR X 57RUC7URAL FDN G. WELDING OF STAIRS AND RAILING SYSTEMS T45 X F F. FAR FACE T66 INSPECTION OF STEEL FRAME JOINT DETAILS FOR FLR FLOOR THR'D THREADED F O.M. COMPLIANCE WITH APPROVED CONSTRUCTION T O.F. X F O.S. FACE OF 5TUD T.O.S. DOCUMENTS FRM'6 FRAMING TRT'D TREATED CONCRETE REINFORCING STEEL AND PLACEMENT TYR X SPECIAL INSPECTIONS NOT REQUIRED ACI 318:3.5,7.1 -7.7 UNO. UNLE55 NOTED OTHERWI5E FT& FOOTING FOR THE FOLLOWING CONDITIONS: IBC 1910.4 ANCHORS CAST IN CONCRETE -PRIOR TO AND 6ACiE /GAUGE VERT. ACI 318: 8.1.3, 21.2.8 6ALV. NON- STRUCTURAL SLAB ON GRADE W/ DURING PLACEMENT OF CONCRETE 6L X CONCRETE FOUNDATION WALLS WITH IBC 1908.5, 1909.1, 1705.2.1, AISC 360 6R. GRADE AT WEIGHT fc s 2500 PSI SECTION N7 ANCHORS POST- INSTALLED IN HARDENED I WELDED WIRE REINFORCING X ACI 318: 3.8.6, 8.1.3, 21.2.8 CONCRETE ISOLATED SPREAD FOOTINGS FOR IBC 1909.1 BUILDINGS THREE- STORIES AND LESS ABOVE GRADE PLANE VERIFY USE OF REQUIRED DESIGN MIX ACI 318, CH4,52 -5.4 X IBC 1904.2, 1910.2, 1910.3 CONTINUOUS FOOTINGS SUPPO ING SAMPLING OF FRESH CONCRETE, SLUMP TEST, ASTM C172, C31 AIR CONTENT, TEMPERATURE OF CONCRETE AT TIME OF MAKING SPECIMENS X WALLS OF THREE - STORIES AND LESS ABOVE GRADE PLANE ACI 31 &5.6, 5.8 IBC 1910.10 WHERE WALLS ARE LIGHT -FRAME CONSTRUCTION AND STRUCTURAL MAINTENANCE OF SPECIFIED CURING ACI 318:5.11 -5.13 TEMPERATURE AND TECHNIQUES X DESIGN IS BASED ON F'c t 2500 PSI IBC 1910.9 MATERIAL VERIFICATION OF REINFORCEMENT X MANUFACTURER SHALL PROVIDE IBC 1705.12.1 STEEL FOR AS A615 REINFORCING MILL TEST REPORTS WOOD FRAMING SHEAR WALL NAILING SPECIAL INSPECTION NOT REQUIRED IBC 1705.10.1, 1705.11.2 X FOR FASTENER SPACING > 4" O.C. DIAPHRAGM NAILING X SPECIAL INSPECTION NOT REQUIRED IBC 1705.10.1, 1705.11.2 FOR FASTENER SPACING > 4" O.C. NAILING, BOLTING, AND ANCHORAGE OF IBC 1705.10.1, 1705.11.2 COMPONENTS THAT ARE PART OF DRAG STRUTS, BRACES AND HOLD -DOWNS THAT ARE PART OF X THE SEISMIC RESISTING SYSTEM PREFABRICATED WOOD STRUCTURAL ELEMENTS X SHOP INSPECTION FOR TRUSSES IBC 1704.2.5. SUSPENDED ANCHORAGE AND SEISMIC BRACING X ASCE 7 -10, APPENDIX 11A CEILINGS ANCHORED INSPECTION PROGRAM SHALL VERIFY: VERIFICATION AT BEGINNING OF IBC 1705.11.5, 1704.5 VENEER 1. SIZE, ME OF VENEER ANCHORS X CONSTRUCTION ACI 530 /ASCES /TMS402 2. SIZE, GRADE OF JOINT REINE. X 3. PROPORTIONS OF MORTAR % 4. CONSTRUCTION OF MORTAR JOINTS X 5. INSTALLATION OF TIES X TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.5. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: > PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. > REVIEW OF TESTING AND INSPECTION REPORTS. a REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. ABBREVIATION L15T 0 AT H6R HAN6ER A.B. ANCHOR BOLT HORIZ. HORIZONTAL ADD 'L ADDITIONAL H% HOLLOW 5TRUCTURAL 5ELTION AF F. ABOVE FINISH FLOOR HT HEIGHT ALT. ALTERNATE INT. INTERIOR ARCH. ARCHITECTURAL .5T J015T BLD'6 BUILDING s JOINT 5LK'6 BLOCKING L ANGLE BM BEAM LL. LIVE LOAD 5OF. BOTTOM OF FOOTIN6 LEH LONG LE6 HORIZONTAL BAT. BOTTOM LLV LON6 LE& VERTICAL 5% BEARING LOG. LOCATION BEAN BETWEEN L5L LAMINATED STRAND LUMBER B.U. BUILT UP LVL LAMINATED VENEER LUMBER (C= ) CAMBER MAX. MAXIMUM CANT. CANTILEVER M.B. MACHINE BOLT C, F.5 COLD - FORMED STEEL MECH. MECHANICAL GJ. CONTROL/CON5TRUCTION JOINT MEZZ. MEZZANINE q CENTERLINE MFR MANUFACTURER CLR. CLEARANCE MIN. MINIMUM CMU CONCRETE MASONRY UNIT MISC. M15CELLANEOU5 COL. COLUMN MTL METAL CONC CONCRETE NF. NEAR FACE CONN. CONNECTION N.5. NEAR 51DE CONST. CONSTRUCTION NT5 NOT TO SCALE CONT. CONTINUOU5 O.G. ON CENTER GONTR. CONTRACTOR OPN'6 OPENING COORD. COORDINATE OFF. OPP051TE L.P. COMPLETE PENETRATION P.A.F. POWDER ACTUATED FASTENER CTR'D CENTERED PERP. PERPENDICULAR L.Y. CUBIC YARD R PLATE DBL. DOUBLE FP. PARTIAL PENETRATION DF. DOUGLAS FIR P.P.T. PRE5EWATIVE PRE55,RE TREATED DIA. OR 0 DIAMETER P.5.F. POUNDS PER SQUARE FOOT 9IA6. DIA60XAL P5L PARALLAM DIM. DIMENSION P.T. POST TENSION P.L. DEAD LOAD PAI PLYWOOD DW6 DRAWING REINF. REINFORLIN6 DAL DOWEL REOD REQUIRED (E) EXISTING SCMED. 5CHEDULE EA. EACH 5GL. STRUCTURAL COMPOSTS LUMBER EF. EACH FACE 5HT'6 5HEATHIN6 EL. ELEVATION 51 M. 51MILAR ELEV. ELEVATOR 5.0.6. 5LA5 ON GRADE EN&R. EN61NEER 5(R. 5Cd1ARE EQ. EQUAL 5TJ 5TANDARD EA. EACH WAY STIFF. STIFFENER EXP. EXPANSION 5TL 5TEEL ET. EXTERIOR STRUTT. 57RUC7URAL FDN FOUNDATION T45 TOP E BOTTOM F F. FAR FACE T66 TON6UE AND 6ROOVE FLR FLOOR THR'D THREADED F O.M. FACE OF MA5ONRY T O.F. TOP OF FOOTING F O.S. FACE OF 5TUD T.O.S. TOP OF STEEL FRM'6 FRAMING TRT'D TREATED F.RT. FIRE RETARDANT TREATED TYR TYPICAL F5. FAR SIDE UNO. UNLE55 NOTED OTHERWI5E FT& FOOTING U.T. ULTRASONIC, TESTED 6A. 6ACiE /GAUGE VERT. VERTICAL 6ALV. 6ALVANIZED W/ WITH 6L 6LULAM W.P. WORK POINT 6R. GRADE AT WEIGHT GWB 6YP5UM WALL BOARD AA R I WELDED WIRE REINFORCING HDR I HEADER ag � aW L 1.1 X IN^ V Z i Q N J Q K W 0 W W Q Cd C 0 4�y S 4ZP y l� PROGRESS 05/14/2014 PERMITSF 07/07/2014 GENERAL NOTES S1.13 � 13133 E 0 C C C C C 7 C C n nn Ti) n n FOUNDATION NOTES 1. COORDINATE ALL DIMENSIONS WTH ARCHITECTURAL DRAWINGS. FINISH FLOOR = 0'-0" A.F.F. UNLESS NOTED OTHERWSE. 2. - - INDICATES WOOD STUD WALL. WOOD STUDS SHOULD ALIGN WITH JOIST LAYOUT AND BE SPACED 0 24' O.C. MAXIMUM UNLESS NOTED OTHERWISE PROVIDE 7/16' WOOD SHEATHING AT ALL EXTERIOR WALLS NAILED WTH 8d B 6' D.C. EL AT ALL PAN EDGES (PROVIDE 2x BLOCKING AT UNSUPPORTED PANEL EDGES) DAND 8d B 12" O.C. AT INTERMEDIATE FRAMING TYPICAL UNLESS NOTED 1 OTHERWISE. SEE NOTE 19 FOR ADDITIONAL SHEAR WALL NAILING. 3. INDICATES CONCRETE WALL FOOTING V -6" UNLESS NOTED OTHERWISE. SEE 53.10 FOR TYPICAL FOOTING DETAILS. 4. INDICATES MASONRY VENEER. FOR ATTACHMENT OF VENEER TO BACKING SEE GENERAL NOTES. 5 "F " INDICATES CONCRETE SPREAD FOOTING. SEE B/S3.10 FOR SCHEDULE. 6. d INDICATES HOLLOW STRUCTURAL SECTION STEEL COLUMNS ORIGINATING AT d FOUNDATION. 7. Q1�' INDICATES WOOD STUD BUILT -UP COLUMN. SEE 2/S4.10 FOR TYPICAL DETAIL. �[ I 8. [ ] INDICATES SPECIAL BUILT -UP WOOD STUD COLUMN REQUIREMENTS UNDER HEADER. FOR TYPICAL FRAMING REQUIREMENTS AT OPENING IN STRUCTURAL WALLS SEE S4.10 FOR TYPICAL DETAIL. 9. XOOR OX INDICATES SPECIAL WOOD STUD WALL TYPE. SEE 5/S4.10 FOR SCHEDULE. 10. INDICATES HOLDOWN. SEE 4/S4.11 FOR SCHEDULE. 11. ®INDICATES DEPRESSED OR SLOPED SLABS. FOR SLOPE AND EXACT LOCATION SEE ARCHITECTURAL DRAWINGS, 12, FOR TYPICAL CONCRETE SLAB -ON -GRADE DETAILS SEE 53.11. 13. FOR TYPICAL PLACEMENT OF STEM WALL REINFORCEMENT, STEPS IN FOOTING AND FOUNDATION CONSTRUCTION JOINTS SEE DETAILS 6/S3.10, 4/S3.10' & 7/S3.10. 14. FOR TYPICAL EXCAVATION LIMITATIONS IN THE PROXIMITY OF FOUNDATIONS SEE 5/S3.10. D15. FOR TYPICAL VERTICAL PIPE PENETRATIONS IN STEM WALL SEE 2/S4J1. 16. NON- STRUCTURAL STUD WALLS ARE NOT SHOWN OR SHOWN SCREENED. FOR LOCATION SEE ARCHITECTURAL DRAWINGS. FOR BRACING AT TOPS OF WALLS SEE 54.12. D 7 N v vD v v v FOUNDATION PLAN 57.10 Va" =I' -0" (-j P'o \P F45 F4.5 JA FULL HT 7x10 JANE STUDS EA. SIDE OF ATM WALL 7 �.. 6 59IIo - - - P - p - 7 IA s3llo TOP OF PARTITION [7) KAL - LOCATE PER RCH. Si.Ia Q 40 5ON A35 EA. T WALL 51MP50N HUG -51 [2 HGR TO JAMB 3 +bb I ¢ (�" QqL F4.0 F3.0 THICK. L 5LA0 FTG F335 X11 IA v,o Q4y F LF�^ r o 3 Fao THICK PTG �\'P L� TF T L L L J F35 s3.IO 3A F3.0 THICK. 7, -0„ 7' -0 "5LAf3 FT6 - 4" CONC I LAB ON m 5311 GRADE IIh 3 FIE YD OF FI RMESH TYP. E5H T 3 I 3 IA 53.10 3 ,Q - - -_ - - - -_ - F4. - = 3 Q 0 IA Q N'lf F4. 4.0 I`b F'vo1}iICKENED F40 Qy. 5LAB FOOTING ��.1}�i 53.10 Io IA Q \Gp� N A 53.Io L 6 L - -_ - -_- - - - - - - - - -] _--- _- I - - -- IA IO �11 _ 4 I I I FOUNDATION NOTES 1. COORDINATE ALL DIMENSIONS WTH ARCHITECTURAL DRAWINGS. FINISH FLOOR = 0'-0" A.F.F. UNLESS NOTED OTHERWSE. 2. - - INDICATES WOOD STUD WALL. WOOD STUDS SHOULD ALIGN WITH JOIST LAYOUT AND BE SPACED 0 24' O.C. MAXIMUM UNLESS NOTED OTHERWISE PROVIDE 7/16' WOOD SHEATHING AT ALL EXTERIOR WALLS NAILED WTH 8d B 6' D.C. EL AT ALL PAN EDGES (PROVIDE 2x BLOCKING AT UNSUPPORTED PANEL EDGES) DAND 8d B 12" O.C. AT INTERMEDIATE FRAMING TYPICAL UNLESS NOTED 1 OTHERWISE. SEE NOTE 19 FOR ADDITIONAL SHEAR WALL NAILING. 3. INDICATES CONCRETE WALL FOOTING V -6" UNLESS NOTED OTHERWISE. SEE 53.10 FOR TYPICAL FOOTING DETAILS. 4. INDICATES MASONRY VENEER. FOR ATTACHMENT OF VENEER TO BACKING SEE GENERAL NOTES. 5 "F " INDICATES CONCRETE SPREAD FOOTING. SEE B/S3.10 FOR SCHEDULE. 6. d INDICATES HOLLOW STRUCTURAL SECTION STEEL COLUMNS ORIGINATING AT d FOUNDATION. 7. Q1�' INDICATES WOOD STUD BUILT -UP COLUMN. SEE 2/S4.10 FOR TYPICAL DETAIL. �[ I 8. [ ] INDICATES SPECIAL BUILT -UP WOOD STUD COLUMN REQUIREMENTS UNDER HEADER. FOR TYPICAL FRAMING REQUIREMENTS AT OPENING IN STRUCTURAL WALLS SEE S4.10 FOR TYPICAL DETAIL. 9. XOOR OX INDICATES SPECIAL WOOD STUD WALL TYPE. SEE 5/S4.10 FOR SCHEDULE. 10. INDICATES HOLDOWN. SEE 4/S4.11 FOR SCHEDULE. 11. ®INDICATES DEPRESSED OR SLOPED SLABS. FOR SLOPE AND EXACT LOCATION SEE ARCHITECTURAL DRAWINGS, 12, FOR TYPICAL CONCRETE SLAB -ON -GRADE DETAILS SEE 53.11. 13. FOR TYPICAL PLACEMENT OF STEM WALL REINFORCEMENT, STEPS IN FOOTING AND FOUNDATION CONSTRUCTION JOINTS SEE DETAILS 6/S3.10, 4/S3.10' & 7/S3.10. 14. FOR TYPICAL EXCAVATION LIMITATIONS IN THE PROXIMITY OF FOUNDATIONS SEE 5/S3.10. D15. FOR TYPICAL VERTICAL PIPE PENETRATIONS IN STEM WALL SEE 2/S4J1. 16. NON- STRUCTURAL STUD WALLS ARE NOT SHOWN OR SHOWN SCREENED. FOR LOCATION SEE ARCHITECTURAL DRAWINGS. FOR BRACING AT TOPS OF WALLS SEE 54.12. D 7 N v vD v v v FOUNDATION PLAN 57.10 Va" =I' -0" (-j v C C C C C 7 C C n nn n n n ROOF FRAMING NOTES 1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. FINISH FLOOR = 0'-0' A.F.F. UNLESS NOTED OTHERWISE. 2. _, _ __ _ F, INDICATES STRUCTURAL WALL EXTENDING TO ROOF STRUCTURE. 3. > INDICATES PENETRATION IN ROOF STRUCTURE. 1 4 (G=A" INDICATES CAMBER FOR GLULAM BEAMS. C =0" UNLESS NOTED OTHERWISE. 5. PROVIDE 19/32" WOOD SHEATHING OVER ENTIRE ROOF STRUCTURE. NAIL WOOD ROOF SHEATHING WITH Bd 0 6" O.C. AT ALL SUPPORTED PANEL EDGES AND 6d 0 10' O.C. AT INTERMEDIATE FRAMING. TYPICAL UNLESS NOTED OTHERWISE. 6. FOR SUPPORT OF MISCELLANEOUS MECHANICAL EQUIPMENT AND PIPES FROM ROOF STRUCTURE SEE 54.12. 7. JOIST MANUFACTURER DESIGN ALL JOISTS FOR 7PSF NET UPLIFT U.N.O. (ASD- WIND). ✓2 ; D 57 MFR .OAD 7 N .'J ROOF FRAMING PLAN z 2.20 /B " =1' -O" p ag � aW L SOFFIT PER ARCH. B 5IM I _ SIMP50N LMSTL 6x50'-0" STRAP AT RIM -6T MFR DES116N FOR 4 P5F NET UPLIFT (A5D -WIND) AT 5OFFI , S1RAP AT RI 5XTEN WHERE EXTENDS BEYOND b G 2x FFLA T TRAP RIM ADD 'L JST AS REQ'D AT EDGE — 5 / p \ / y p d \ ^ ¢ AT 5 IF:: I \ / 10 $4.11 6)2_x1 ___ - 5IMP50N CC TYPE COL. GAP 3)2x6 7 6x8 LOW __ LOW 5x113 OBLI1b" DB RED lb" RED -145 J -145 (3)2x6 DB lb" -145 -- —1 1 Q 6x10 H16H 4 LOW - (10) TOTAL 34,�q" 6L. POC. AT 4' -0" AT LOW CANOPY 0 S 0 LOW 316x9 6L. - POC. _ 1932" PW. 5HT'6 SOLAR PHoT oL, PANELS PER ARCH - DIE 516N FOR SPSF Al 8 -11 - SIMPSON V-1 N 2z F T -- - - = - U4V�L:r 0 O ? U 10 __ MWOMMMO 10 _ 8 OW � 3) 2x6 5IMP50N CC TYPE COL. CAP 315x9" 6L. Pp L. AT 4' 0 AT LOW CANOPY W 10 3 51M. sII L- ON (3)3x6 L. RED -145 5x.13 L. RFD-145 2x6 -- I -- -- -- 1 . 1 o 1518x9 6L. ______ J (3)2x6 - Q 5IMF50N C518x36' Q STRAP W/ 2x FLAT - 5LK'6 5TWN J5T 5 1 516x9I61 Low = 5 5x.19 II 1 ____ _____ 10 5 13 51 N AT LOW H6R 6L. BM 10 J5T MFR 54.11 6 14 PSF NE HA 54.9 OVER HA 5 5x.13 6x10 FLAT H16H AND LOW (3)2x6 9551119N UPLIFT FOR UPLIFT AT (A51)-WIND) g call 6 x4.13 O LOW 5x.19 HI 14" RED -145 ®24" 4" OL OL. B 24" O.L. _ _ 3 1932" PW. SHT'6 13 AND OE) FOR AD2LOAD ROOF FRAMING NOTES 1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. FINISH FLOOR = 0'-0' A.F.F. UNLESS NOTED OTHERWISE. 2. _, _ __ _ F, INDICATES STRUCTURAL WALL EXTENDING TO ROOF STRUCTURE. 3. > INDICATES PENETRATION IN ROOF STRUCTURE. 1 4 (G=A" INDICATES CAMBER FOR GLULAM BEAMS. C =0" UNLESS NOTED OTHERWISE. 5. PROVIDE 19/32" WOOD SHEATHING OVER ENTIRE ROOF STRUCTURE. NAIL WOOD ROOF SHEATHING WITH Bd 0 6" O.C. AT ALL SUPPORTED PANEL EDGES AND 6d 0 10' O.C. AT INTERMEDIATE FRAMING. TYPICAL UNLESS NOTED OTHERWISE. 6. FOR SUPPORT OF MISCELLANEOUS MECHANICAL EQUIPMENT AND PIPES FROM ROOF STRUCTURE SEE 54.12. 7. JOIST MANUFACTURER DESIGN ALL JOISTS FOR 7PSF NET UPLIFT U.N.O. (ASD- WIND). ✓2 ; D 57 MFR .OAD 7 N .'J ROOF FRAMING PLAN z 2.20 /B " =1' -O" p ag � aW L E 2x STUD WALL 5HT'6 VENEER- SEE WA5HER 3"x3 "x1 /4" 6ALV. TRT'D 2x 1Z W/ 5/8 "0 5IMP5ON ABU BASE GENERAL NOTES F35 A B.5 AT 4' -0" O L. FOR ANCHORAGE CONC - EMBED T' MIN. ad o b" 04. 20" I5tt BLD'6 PAPER OR EXTEND REINF. INTO AA`R "x3 "x1/4" VAPOR BARRIER 4" CMU AT PLANTER 2z STUD WALL (2) -4 GONT. AT TOP FIN15H GRADE - 2" LLR ___- ` `INSULATION SEE ARCH. -I" AT 2z6 STUD tt4 DOWEL o 16" O L. f AND I'-5" AT 2x10 EA. FACE STUD tt4 CONT. 0 12" O.G. EA. FADE FOR STEM WALL 6REATER THAN 12" TALL 2" LLR. (2) ✓<5 CONT. II" AT "W" =2' -0" 3" GLR. SEE PLAN TYPI 71 ON AT WITH STUD SECTION 53.10 NO SCALE PIPE FTC PARALLEL TO WALL I FT6 EXCAVATION WIDTH OF PERMITTED BELOW FT6 MIN. PRIOR TO LOADING TYPICAL FOR PARALLEL PIPES ADJACENT TO FOOTIN66 NOTES. I. FOUNDATIONS SHALL NOT BE LOADED PRIOR TO COMPLETING STRUGMRAL BALKFILL UNDER 4 NEAR FOOTINGS. 2. CONCRETE BALKFILL SHALL BE U5ED UNDER FOOTIN65 WHERE 95% COMPACTION CANNOT BE ACCOMPLISHED. 5. ALL 5TRUCTURAL BALKFILL NOTED SHALL BE COMPACTED TO 95% OF MAX. DEN5111 PER A5TM. 4. A PIPE SLEEVE SHALL BE PROVIDED FOR 5HALLOW PIPES CAST IN CONCRETE. 5. PIPES SHALL NOT BE PLACED IN THE FOOTIN6 WITHOUT SPECIFIC APPROVAL FROM THE ENGINEER. 2x STUD WALL TRTD 2x R W/ 5/8 "0 5IMP5ON ABU BASE 6ENERAL NOTES F35 SHT'G CONC A.B.5 AT 4' -0" O.G. - EMBED T' MIN. 4' -0" 20" ANCHOR - 50.6. AA`R "x3 "x1/4" 20" BLD'b PAPER OR 2z STUD WALL L- TRT'D 2x R W/ 5/8 "0 2" LLR ___- 3 6ALV. TYP. VAPOR BARRIER V GLR. 3' -0" A.B.'S a 4'' M O.L. SECTION 8d o 6" OC. 1" =1' -0" (2) 44 CONT. AT TOP 5H 6 3 "z3 "xl /4" 6ALV. -EMBED 7" MIN. REINF. SAME SIZE d SPACING AS FINISH METER I5- BLDG PAPER OR VAPOR BARRIER LONGITUDINAL FTb REINF. (LAP 2' -1" MIN. VU LONGITUDINAL FTb REINF) ODE £ 8d o 6" O.L. r(2) tt4 CONT. AT TOP 4' -0" MIN. INSJLATION SEE ARCH. 04 DOWEL o I6" 04. 1,_2„ FA. FACE 4„ MIN. 44 DOWEL a 16" O.G. 44 CONT. a 12" OC. FOR 2 MIN EO. O '9 - STEM WALL GREATER II" p2-0 2" LLR. (2)>�i CONT. LONGITUDINAL ry = THAN 12" TALL - TYP. W „_ FT6 REINF. MIN. DIMENSION 3" LLR. SEE PLAN SAME AS FTC 2" LLR. (2) z5 CANT. THICKNESS W. _ 3" GLR. `� PLAN TYPICAL FOUNDATION AT EXTERIOR STUD WALL TYPICAL FOUNDATION AT INTERIOR BEARIN6 STUD WALL TYPICAL STEPPED FOOTING 2 SECTION 3 SECTION 4 DETAIL 53.10 NO SCALE 53.10 NO SCALE 53.10 NO SCALE NOTE,. t7 5TRZ RAL BALKFILL WITHIN (2) TIMES THE TRENCH DEPTH EA. SIDE OF FT6 6. FOR VARIATIONS GONTAGT ENGINEER. TYPICAL FOR PERPENDICULAR PIPES UNDER FOOTINGS s SECTION 53.10 NO SCALE SEE ARCH. FOR ROUGH INTERFACE I'," DEEP x 1/3 WALL LAP 5PLICE5 - W/ 114" UNIFORM LAP SPLICES - WIDTH KEY WAY T" MIN `SEE Ca"RA- AMPLITUDE SEE NERAL NOTES SLAB TOP NO EITHER TES . ETHER SIDE 12" WIDTH OF 6" PVC GONT. WATERSTOP NORMAL REINF. CONT. THRU WATER5TOP IF EXTERIOR WALL OR JOINT - SEE APPLICABLE MIN. BABASEMENT (W/ GELDED DETAILS FOR REINF. JOINTS) TYPICAL AT VERTICAL WALL JOINTS TYPICAL AT CONCRETE GRAVE SEAMS e NOTE: OBTAIN APPROVAL OF ENGINEER FOR LOCATION OF ANY CAN5T. JOINTS. TYPICAL FOR LAST IN PLACE CONCRETE WALLS 6RADE BEAMS AND FOOTINGS CONSTRUCTION JOINTS 53.10 NO SCALE I 45 VERT. (2) BARS AT EDGE I LLR LAP -1-5 -SEE DIMENSIONS REINF. EA. WAY 5IMP5ON ABU BASE 6ENERAL NOTES F35 5/B "0 EXP. CONC F4.0 4' -0" 20" ANCHOR - 50.6. FDN PLAN 20" SHOWW EMBED b" L- 4 2" LLR ___- PER ARCH TYP. (4) tt4 EA. WAY 3" GLR. 3' -0" k SECTION 53.10 1" =1' -0" I 45 VERT. (2) BARS AT EDGE I LLR LAP -1-5 -SEE DIMENSIONS REINF. EA. WAY W„ 6ENERAL NOTES F35 111, PLACE CORNER BARS F4.0 4' -0" 20" ALTERNATELY AS FDN PLAN 20" SHOWW I5' S_D'b PAPER MIN. LAP SPLICES - SEE GENERAL NOTE5 I ALL AROUND COL. �SLAB/PAVING ___- PER ARCH LAP SPLICES - 5EE GENERAL NOTES U BAR TO MATCH SIZE 8 SPACING OF HORIZ. REINF. I. VERT. REINF. SHOWN 15 ADD'L IF NORMAL STEM WALL REINF. 15 NOT IN PROPER LOCATION. 2. GARNER BARS ARE SAME SIZE 4 SPACING AS HORIZ. REINF. 3. 90° STD HOOK MAY BE 5U55TITUTED FOR CORNER BARS. SEE NOTE z'i. 4. REINF. AT ALL GORNER5, ENDS, d INTERSECTIONS OF WALLS SHALL BE PLACED IN ACCORDANCE W/ APPROPRIATE DETAIL SHOWN. 5. USE 90° STD HOOK FOR EMBEDMENT LESS THAN 24" PAST FACE OF WALL. 3" MAX MIN. GLR. PER bENERAL NOTES N2" MAX. I" MIN. TYPICAL REINFORCIN6 PLACEMENT FOR CAST IN PLACE CONCRETE WALL5 AND 5TEM WALLS 6 DETAIL 53.10 NO 51-ALE MARK DIMENSIONS REINF. EA. WAY W„ T„ F35 111, 131- F4.0 4' -0" 20" (4) %4 TOP f BOT. FDN PLAN 20" (4) #5 TOP 4 SOT. REINF. "W" (EA. WAY) (EVENLY SPACED) 2" CLR. 3" GLR. 6" MAX. TYR 5EGTION NOTES: CENTER ALL ALL FOOTIN65 ON COLUMN ABOVE EXCEPT AS SHOWN OTHERWISE. 2. FOOTIN65 SHALL BEAR ON UND15TLRBED OR COMPACTED MATERIAL, SEE GENERAL NOTES. DE516N BEARING PRESSURE 15 1500 PSF. TYPICAL CONCRETE SPREAD FOOTING DETAILS n SECTION 53.10 NO SCALE CB TYPE BASE L. PER PLAN IS>< BLD'b PAPER OR - -- TIES AT 6" O.G. VAPOR BARRIER ALL ARCMfND 10" 50. PLINTH v (4) a5 DWL5 2" GLR FTb ePER SPREAD FOOTING n SECTION 1Xl3/4" NON - SHRINK GROUT TYR FTb TYPICAL STEEL COLUMN AT SPREAD FOOTING o SECTION 53.10 NO SCALE ag � aW L 1.1 X IN^ V Z Q N J Q K W 0 W Q Cd C O Is PROGRESS 05/14/2014 PERMITSET 0]/0]/2014 FOUNDATION DETAILS S3.10 5/8" BI R W/ (4) 5/8 "0 A6.5 2" EMBED T" MIN. 12" OVERSIZED ® 2" OLE W/ R WA5HER 5TL COL. SEE FDN PLAN 31I6 GONG. CURB I5' S_D'b PAPER MIN. PER ARCH I ALL AROUND COL. �SLAB/PAVING I PAINT ALL STEEL PER ARCH BELOW FLOOR W/ I ASPHALTIC EMUL51ON 1Xl3/4" NON - SHRINK GROUT TYR FTb TYPICAL STEEL COLUMN AT SPREAD FOOTING o SECTION 53.10 NO SCALE ag � aW L 1.1 X IN^ V Z Q N J Q K W 0 W Q Cd C O Is PROGRESS 05/14/2014 PERMITSET 0]/0]/2014 FOUNDATION DETAILS S3.10 E v NOTE: LOCATE JOINTS AT NON - BEARING WALLS WHERE I/B" 5AWCIfr x 1/4 SLAB P05515LE -WEMIT PATTERN DEPTH - 5AW WITHIN 4 TO 12 TO ARCH. FOR APPROVAL HOURS OF POURING SLAB - FILL W/ MASTIC TYPICAL CONTROL JOINT FOR FIBER REINFORCED SLAB ON GRADE GONT. 1x2 NOM. SHEAR KEY----,, TOOLED JOINT R =1 /B" 2" MIN. 2' -O" 12" 2' -0" TYPICAL N TI N MINT FOR FIBER REINFORCED N SECTION 0 NO SCALE 541 OPTIONAL CONST. JT SEE ARCH. 44 NOSING BAR 2x4 TOP FOR FINISH FOR STEPS r3" GLR r GREATER THAN 5" �- NORMAL SLAB MAX .L THILKNE55 18" 44 B" NORMAL SLAB O 2' -0" OC. AT THICKNESS OPTIONAL EQUAL TO SLAB CONEY STEPS JT FOR STEPS 2 4" THOKNESS TYPICAL SLAB STEPS OR DEPRES61ONS 5 DETAIL 53.11 NO SCALE tier 161, A " TrP . 44 Ih EXTEND 2'-O^ PAST EA. �+ EO. 'l.�,r TYP. TYP. Ir_-WALL BEYOND EDGE OF OPN6 (HOOK BARS THAT 1 44 - EXTEND 2-0" PAST BLOCKOUT FDN WALL AT CANNOT BE EXTENDED) ry2`r 44 Ir EA. EDGE OF OPN'6 -'I - FOR THICKNESS #4x3' -0" B 12" O.G. (HOOK BARS THAT OF SLAB SEE ARCH. AT OPN'6 EO_ WNALLL WALL CANNOT BE EXTENDED) c I 04 5 BI PAPER AT CORNERS AT ENDS OF WALL BTWN WALL f 5LA5 2" GLR. 45° SLAB JOINT AT -FDN WALL BEYOND INSULATION SEE ARCH. OFN'6 -SEE ARCH. (DISGONTINIE AT NORMAL CONT. FDN WALL f FT6 OPN'6 I'y" TYP. AT OPENINGS FOR EXACT OFN 6) (REINF. NOT SHOWN) MORE THAN 2' -O "0 LOCATION TOP HORIZ. REINF. SAME AS NORMAL NOTES AROUND OPENIN65 6 "0 OR LESS NO NORMAL FT6 CONT. WALL TOP REINF. - LAP W/ NORMAL ADDITIONAL REINFORCING REQUIRED. ACR055 OPN'6 WALL TOP HORIZ. I'fi" MIN. EA. EDGE AT OPENIN65 4'H b. 2. REINFORCING 5HDWN 15 44 AT 5LA5 (REINF. NOT 5HOWN) OF O 'r LESS THAN 2' -00 0 MID- DEPTH. HOOK BAR5 THAT CANNOT BE EXTENDED. TYPICAL FIBER REINFORCED SLAB AT INTERIOR BEARING WALL OPENING TYPICAL FIBER REINFORCED SLAB AT EXTERIOR OPEN TYPICAL N 6RADE DISCONTINUITY REINFORCEMENT 2 SECTION B SECTION 4 PLAN DETAILS 53.11 NO SCALE 53.11 NO SCALE 53.11 NO SCALE 5TUD WALL BU. HDR PER PLAN 1/4" 6AP SI" NOTE. PROVIDE 0GMRSON E B" OC. EA. . FACE 2x B FLAT JAM STUU DS AT 3)16"0 SIMPSON DER Al 2x4 HEADER SCREW AND SILL. 0 12,1 ®12 O.G. - ED6E NAIL EMBED liy" 2x2 TRTD if PAVIN6 /CUR5 PER ARGHI r - J SLAB ON GRADE B SECTION 53.11 " =1' -O" ag � aW `E W n3 L 11 \J Iy^ V Z y U J Z a m K W W } Q w Cd Z C O s PROGRESS 05/14/2014 PERMITSET 0]/0]/2014 FOUNDATION DETAILS S3.11 v DBL. TOP (L' PER W6TD /0110 OR STRAP PER W5TD /900 p DEL TOP NAIL CO0 0 ROOF SHT'G SEE (2) ROWG S Ibd ®6" OC --JOIST FRM'6 W/ HEADERS SHALL BE 6x10 MIN. AT 2x6 WALLS f 4x10 MIN. AT 2x4 WALLS U.N.O. HEADERS INSTALL ED TI6HT TO TOP P U NO - REFER TO PLAN FOR 51ZE5 IN EXLE55 OF MINIMIUMI QUANTITY OF IRS 5TUD5 PER PLAN- (I) MIN. - FLUSH FRAMED HDR WHERE INDICATED ON PLAN - EXTEND OVER IRS STUDS BELOW OR TO- 501T J5T HAN6ER5 DEL STUDS WHERE INDICATED ON PLANS DBL. TOP T {- NAIL CANT. WV (2) ROWS Ibd ® 12" O.C. _ PROVIDE STUDS BELOW TO MATCH 51ZE 4 QUANTITY OF IRS 5TUD5- 2x 5LK'6 EA. 510E OF NOTCHED STUD ICs" MIN A B. AT NOTCHED 5T1D NOTE: FL INDICATES 51MP50N A35 OR A34 AT 2x4 WALLS. �I I�I I ®I I��I NAILS I ®I I ®III DIAPHRAGM 5/8" ANCHOR sRIM/BL MARK SHEATHING REWIREMENTS NAILING FIELD NAILING SOLE NAILING BOLT SPALIN6 CONNEC TOM/BLOCK A T /16" (1) 51DE 8d ®6" O L. 8d o 12" O C. 166@6 OC. 48" Or A35 6 I6" OC. © 7/16" (I) SIDE vllld��ll�'�II Bd ®12" O.G. ®IhI I��II,'I 111 /�I��, FIELD NAILS 8d 10" or ■I�IIIIIIL,a UNBLOCKED "W "/b MAX. - STUD "D" MAX. LIMITED TO 25% "W" AT �� UNLESS NOTED ■ Iii �I► ■ .I �� _ LOA �IIIN�I 2 - STUD 5PA61W, REQUIREMENTS �Iwla�lll��l J J J UN W STUDS DER INDOW AT TYP. SPACING TYPICAL BEARING STUD WALL AND OPENIN6 FRAMIN6 DETAIL 5a.10 In " =v -o" I -JOIST 51 OR SOLID RIM - PROVIDE VENTILATION (U 2x (LESS THAN 6-0") (2) 2. (6-0" TO IO' -0 ') BLK'6 AT HORIZ. JOINTS IN WOOD SHEATHED WALLS ADDED STUD BLK'6 BELOW IRS STUDS IN JOIST CAVITY f ABOVE HOR ROOF 541111 e I -JO15T BLK'G OR SOLID RIM SOLE R -JOIST FRAMING PROVIDE (U FULL HT STUD MIN. AT DROPPED HDR U.N.O. - PROVIDE (2) FULL HT WHEN OPN'6 EXCEEDS 6' -0" FC WHERE OPN'6 EXCEEDS b' -0" 8 AT ALL 4x 8 bx POSTS (b) Ibd TYP. (4) Ibd TYP. (I) 2x (LESS THAN 6-09 (2) 2. W, " TO 10' -O') INDICATES NO. OF CRIPPLE STUDS RC-QD UNDER END OF HDR -PROVIDE (1) STUD MIN. UNO. ON PLANS FG WHERE OPN'6 EXCEEDS 6-0" e AT ALL 4x f 6x POSTS TRT'D SILL R- REFER TO e NOTE TOP PLATE LAP = 1952E (Cd =1 O) 5PEGIAL SHEAR WALL GONSTRUGTION SGHEDULE TABLE I -SHEAR WALL REQUIRENIENTS LOCATION NAILS R �E FLOOR DIAPHRAGM DIAPHRAGM 5/8" ANCHOR sRIM/BL MARK SHEATHING REWIREMENTS NAILING FIELD NAILING SOLE NAILING BOLT SPALIN6 CONNEC TOM/BLOCK A T /16" (1) 51DE 8d ®6" O L. 8d o 12" O C. 166@6 OC. 48" Or A35 6 I6" OC. © 7/16" (I) SIDE 56.4 O.L. Bd ®12" O.G. (2) 0 ROWS 16d 8" OL. 48" OC. A35 ®Ib" O.G. FIELD NAILS 8d 10" or SHEATHIN6 UNBLOCKED "W "/b MAX. - STUD "D" MAX. LIMITED TO 25% "W" AT D UNLESS NOTED ON PLAN PANEL 8d 6" O C. TABLE 2 - STUD 5PA61W, REQUIREMENTS FIRST CHARACTER INDICATES SPECIAL STUD SPACINGS PER TABLE 2 CHARACTER INDICATES 5PEGIAL 5HEAR WALL REQUIREMENTS STUD 51ZE k STUT>< RIGID MARK f SPACING AT MEMBER BR6 �SEGOND PER TABLE I NOTES INDICATES SPECIAL STRUCTURAL WALL TYPE. ALL WALLS SHOWN ON STRUCTURAL DRAWINGS ARE 2xb AT 16" O L. UNLESS DE516NATED SPECIAL. STUD LAYOUT SHALL MATCH FRM'6 MEMBER LAYOUT ABOVE WHERE APPLICABLE. ALL EXTERIOR WALLS SHALL HAVE 1/I6" WOOD SHEATHING AND BE NAILED WITH 8tl AT b" O.L. AT ED6E5 AND 12" O.G. IN FIELD 2x6 o 24" O C. I O 2x10 6 24" O.G. O3 (2) 2x6 a 24" O.G. 2 4 S 2. ALL EXTERIOR WALLS AND ALL DE516NATED SHEAR WALLS SHALL BE BLOCKED AT ALL 5HEATHIN6 5D&E5. EDGE NAILIN6 APPLIES TO ALL TOP AND BOTTOM PLATES, VERTICAL JOINTS, HORIZONTAL BLOCKED JOINTS, WALL CORNERS, AND HOLOOWN ANCHORED STUDS. 3. WHERE BEAMS OR HEADERS FRAME INTO WALLS AND A COLUMN 15 NOT CALLED OUT, PROVIDE BUIL74R COLUMN PER 2/54.10 FOR BEAM PERPENDICULAR TO WALL. 4 WX] INDICATES BUILT -UP STUD COLUMNS AT HEADERS IN WALLS - SEE W6T71100 FOR BEAM PARALLEL TO WALL. 5. RIM J015T OR BLOCKING CONNECTION TO TOP PLATE. 6. PROVIDE 3x OR DOUBLE 2x MEMBERS FACE NAILED PER 3154.10 AT ALL ABUTTING PANEL ED6E5 WHERE INDICATED. 1. PROVIDE 3x SILL PLATE WHERE INDICATED. 8. WHERE 50LID SAWN STUD LENGTH CANNOT BE OBTAINED, 5C- 5TUD5 MAY BE 5UB5TITUTED. 50-10 SANN FRAMING MAY NOT BE 5051 FOR SPECIFIED 51-L FRAMING. 5 SCHEDULE 54.10 NO SCALE rr /x H6 TYP. A35 BM AT NALL END BEAM AT WALL BEAM AT HIP (6) 16d EA. SIDE P. STUD EA. 51DE PW FILLER - 314" MAX. TYPICAL BUILTHIP COLUMN AT BEAM PERPENDICULR TO WALL 2 DETAIL 54.10 NO SCALE DIAPHRAGM NAILING SCHEDULE DIAPHRAGM TYPE LOCATION NAILS SFALING FLOOR DIAPHRAGM DIAPHRAGM bd b" OC. 23!32" T86 BOINDARI• ALLOWABLE DEL TOP PLATE PENETRATIONS - -__ - - -_ FIELD NAILS bd 12" OC. SHEATHING UNBLOCKED UNLESS NOTED DOUBLE TOP PLATE REINFORCEMENT 0" <S "D" < 26" NOTES. OTCNS BORING, CUTTING f INDIC TE WALL FRIM'6 OTHER THAN INDICATED ON PLAN PANEL M 6" 06 . ROOF DIAPHRA6M DIAPHRAGM BOUNDARY bd 6" OG. 23/32" Tf6 FIELD NAILS 8d 10" or SHEATHIN6 UNBLOCKED "W "/b MAX. - STUD "D" MAX. LIMITED TO 25% "W" AT I UNLESS NOTED ON PLAN PANEL 8d 6" O C. DBL. TOP RS FOR SPECIFIC EDGE NAILING WALL TYPE e BLOCKING NAILIN6 55E Ibd FADE NAILING AT FIELD NAILIN6 PANEL EDGE NAILING PER PLAN 5TA66ERED SPACING UNO. NAILING 3x MIN. 2x MIN (2)2x MIN `ATG EDGE NAILING PER PLAN Ik SHT'6 3/8" `3/8' NOTES, ED6E NAILIN6 DETAIL PANEL EDGE NAILING AND PLATE NAILING SHALL BE 57A665RED IN ALL CASES. 2. SHEATHING JOINT SHALL OGGUR AT COMMON MEMBER UNLESS IT OGCt RS AT A SPECIFIED DBL. MEMBER. 3. EDGE NAILING AS CALLED FOR ON PLANS 8 DETAILS APPLIES TO AREAS INDICATED AND AT HOLDOWN ANCHORED 5TUD5. TYPICAL SHEARNALL NAILING 3 DETAIL 54.10 NO SCALE ALL FASTENERS SHALL BE "COLLECTO2" OR SHEAR WALL WHERE INDICATED ON PLAN DRIVEN FLUSH W/SURFACE TRULTARAL PANEL SUPPORTED PANEL EDGES DIASP BM OR WALL ROOF CANT 50M ARY BELOW HOLE PIPE/CONOUIT SEE W5TOMOO FOR EQUAL EOVAL ALLOWABLE DEL TOP PLATE PENETRATIONS - -__ - - -_ FIELD NAILS PANEL EDbES LONT. PANEL ALIGN STRUCTURAL PANEL NV FIRST NOTES FIELD NAILS ED6E5 MEMBER AT OVERHANG I. PROVIDE (2) ROWS OF EPIC DIAPHRAGM HEADER FRM'6 CLIP OR BOUNDARY NAILING OVER INTERIOR SHEAR WALLS LL oR ;I OFN'6 PER PLAN HANGER - SEE AND THE FULL LENGTH OF "COLLECTORS" WHERE HEADER APPLICABLE DETAILS INDICATED ON PLAN. BELOW PANEL PERPENDICULAR OU7RI66ER5 2. WHERE BLOCKED DIAPHRAGM INDICATED ON PLAN, UNSUPPORTED TO FRAMING MEMBERS PROVIDE 2x4 FLATA15E BLOCKING WITH Z2 CLIPS AT EACH PANEL EDGE UNLE55 NOTED OTHERWISE END AT ALL UNSUPPORTED PANEL EPCE5. USE 2x4 56L FLATWISE BLOCKING IN LIEU OF SOLID SAWN WHERE NAILING RAFTERS OR SIZE OR SPACING EXCEEDS 86 0 4" 04. TYPICAL DIAPHRA6M NAILING FLOOR JSTS- TYP. 4 SCHEDULE 54.10 NO SCALE EQUAL DO NOT NAIL IN �PENETRATON AREA STRAP ��D�� PER TABLE PER TABLE T< STRAP PER DPLAN OF HOLE' 4 WSTDOTOO OF HOLE f HOLE PIPE/CONDUIT HOLE PIPE/CONOUIT SEE W5TOMOO FOR EQUAL EOVAL ALLOWABLE DEL TOP PLATE PENETRATIONS - -__ - - -_ I "MIN. -- CENTER STRAP EDbE DUST. DBL. TOP le ON DBL P'S DBL. TOP I ON DBL. R'S DOUBLE TOP PLATE REINFORCEMENT 0" <S "D" < 26" NOTES. OTCNS BORING, CUTTING f INDIC TE WALL FRIM'6 OTHER THAN INDICATED TWICE THE LARGER O E HERE REQUIRES PRIOR APPROVAL DIA. MIN. FROM EN61NEER OF RECORD. 2. BORING, CUTTING 8 NOTCHING WITHIN THE MIDDLE 19 OF THE STUD HE16HT 15 NOT 2x HOLE DIA 1 - ALLOWED WITHOUT PRIOR APPROVAL OR(, " MIN. FROM ENGINEER OF RECORD. 3. NOTCHIN6 AS INDICATED 15 PERMITTED 2„ MAX ON ONE FACE OF THE WALL ALONE. 4. MAXIMUM BORED HOLE DIAMETER IN "W "/b MAX. - STUD "D" MAX. LIMITED TO 25% "W" AT I BUILT -UP STUDS f HOLDOWN ANCHORED STUDS. JA, "D" MAX = 40% "W" OR LESS PER MIN. EDGE P15T. I" MIN. EDGE DIST. AFTER SMIINI6 ALLOWABLE LOAD BEARIN6/5HEARWALL STUD BORING CUTTIN6 f NOTCHING DETAIL NO SCALE DO NOT NAIL IN EOUAL� PENETRATION AREA PLATE STRAP ��D�� PER TABLE PER TABLE PLAN SEE OF HOLE' 4 NOTE 2 HOLE PIPE/CONDUIT NO STRAP REQ'D EGUAL EQUAL 5TH (2) 5T2215 W/ (6) Ibd EA. END OF 0" 1 "D" < 26" STU D CENTER STRAP 5 D" S Bib" 2VS " DBL. TOP I ON DBL. R'S PLATE HOLE DIAMETER SIZE "I? INCHES SIMPSON STRAP O^ < "D" < I" NO STRAP REQ'D 214 I" S "D" t24 (2) 5T2215 W/ (6) Ibd EA. END 0" 1 "D" < 26" NO STRAP RE-QD 2x6 5 D" S Bib" 2VS " (2) ST2215 W/ (8) Ibd EA. END 0" <S "D" < 26" NO STRAP REQD 2x8 D" S 4" (2) 576224 W/ (14) Ibd EA. END 7YPICAL REINF. AT 70P PLATE PENETRATIONS SCHEDULE 54.10 NO SCALE V'd o Ib" LED (2) ROWS - ALE NAILED (2) O.G. I (14) Ibd MIN. DBL. TOP e JOINT IN JOINT IN BOT. 2, R TOP 2x 4' -O" LAP MIN. 6 DETAIL 54.10 NO SCALE L 1.1 X IN^ V Z Q N Q K W 0 W CQ C O 4M S y l� PROGRESS 05/14/2014 PERMITSET 0]/0]/2014 FRAMING DETAILS S4.10 E a I. RILL R SHALL BE R PRESERVATIVE PRE55URE T EME - FORG TO GENERAL NOTES FOR 6ALV. RC- ('ilIIREMENTS FOR CONNECTORS f FASTENERS. 2. HOLES IN SILL R SHALL BE A MIN. OF 132" TO A MAX. OF 1116" LARGER THAN THE BOLT DIA. 3. HOLES, CUTS f NOTCHES IN 3, OR 4x TRT'D PLATES SHALL BE TRT'D WITH A 9% SOLUTION OF COPPER NAPHTHENATE. ANCHOR BOLTS NU 7" MIN, A MIN. OF (2) AB. EMBED f 3 "x3" R WASHER SHALL BE PROVIDED (MIN. 0.229" THICK) TYP. IN. EA. SILL SECTION SEE STUD WALL CONST. SCHEDULE FOR DES 4 5PACINC6 SILL R JOINT- O SHT'6 L PROVIDE (U A.B. EA. SIDE -b" MIN. f 12" MAX. WHERE SILL R 15 BORED, GUT OR NOTCHED MORE THAN 13 THE R WIDTH TYPICAL SILL R ANCHORAGE DETAIL 54.11 NO SCALE HOLDOWN 5OHEDULE FOUNDATION ANCHOR ROD TYPE 1 MARK HOLDOW� ANCHOR DIA. ROD REINF4 REOD 5TUD5 REF. DETAILS Q HDU2 5 /B" (2) tt4 (2) 2z 5/54.11 f 3/54.11 ® HDU4 5/8 (_?) �4 (2) 2x 5/54.11 f 3/54.11 QS HDU5 5/8" (2) #4 (2) 2z 5/54.11 f 3/54.11 I. ALL HOLDOWNS SHALL BE INSTALLED PER MFRS RECOMMENDATIONS. b 2. PROVIDE BACK TO BACK ANCHOR ROD HOLDOWN5 ACRO55 FLOOR LINE FER J4.11 . 3. ALL - THREAD ROD ASTM A36 W/ 3 "z3 "x3/8" PLATE W/ DBL. NUTS AT FOUNDATIO . 4. EMBEDMENT MAY REQUIRE STEPPING DOWN FOOTIN6 PER 453.10 TO ACHIEVE REQUIRED EMBEDMENT. 4 SCHEDULE 54.11 NO SCALE STEM DE ANCHOR BOLTS ELELTRIGAL ENT TO BORED, CUT CONDUIT SZg-11 TCHED R PERej SILL S SILL R EA. SIDE REINF E BLOCK OUT PIPE GONDUIT TYPICAL VERTICAL TRATI IN STEM NALL 2 SECTION 54.11 NO SCALE NAIL PER I-JST MFR.® EA. BRO NOTE. FOR FASCIA DETAI IN6 DEPTH PER PLAN T 5.11 BEVELED GL. BEAM PER PLAN TYPICAL I -JOIST TO BEAM CONNECTION n SECTION 54.11 NO SCALE 2x4 W/(4) Bd NAILS TO WEB OF I -J5T CLINCH ENDS OF NAILS AB. HOEDOWN Ibd ®b "OL -JST BLK'6 PER SEE ARCH. - IN I-YT BLK'6- MFR. W/ VENTING r SLOPE ED6E NAIL SHEATH N6 DIRECTION TS22 AT EVERY AT SIM. 5HFATHIN6_` OVERSIZE WEB OVERSIZE WEB STIFF. TO SUIT \ OTHER JST STIFF. B EA. EST HOEDOWN PER -JOIST MFR -� \ EST CRO55AALL 541 TO SUIT 6U55ET e HOEDOWN PER I -JOIST MFR- NAIL PER I-JST MFR.® EA. BRO NOTE. FOR FASCIA DETAI IN6 DEPTH PER PLAN T 5.11 BEVELED GL. BEAM PER PLAN TYPICAL I -JOIST TO BEAM CONNECTION n SECTION 54.11 NO SCALE 2x4 W/(4) Bd NAILS TO WEB OF I -J5T CLINCH ENDS OF NAILS AB. HOEDOWN EDGE NAIL E06E NAIL STRAP W/ 2x FLAT TYR EDGE NAIL ( UC NON - STRTURAL AB. HOLDOWN ROD HOLDOWN5 PER NAILER - TYP. L5TA24 AT EVERY ( E TYP. A.B. HOLDOWN AT CORNER ALT HOEDOWN LOCATION AT CORNER CRO55AALL 541 CROSS WALL ON FT&/ WASHER W/ NUTS P I -JST 51 PER 5HEARWALL TOP f BOT. NON - STRUCTURAL STEM WALL (8) I/4 "0 x B" LATE PLAN ON THICKENED NAIL PER I -JST NAILER - TYP. 2x SGL NAIL J015T R MFR AT EA. BI BY J5T MFR SLAB PTO OVERSIZE WEB STIFF. TO 501T �5IMP50N A35 FIRMS PER PLAN PLAN - HOLDOWN DBL. A35 ®24" OC EXTERIOR OR /STRAP LOCATION LTP4 0 24" O.G CORRIDOR WALL ON - -,15T FT66TEMWALL TYPICAL CRO55WALL HOLDOWN LOCATIONS 3 PLAN DETAIL 54.11 NO SCALE REOD 5TUD5 FER - 51-HEDULE - (2) ANCHOR ROD 2x MIN. HOEDOWN PER REOD 5TUD5 PER ANCHOR BOLTS 51HEDULE SCHEDULE _(2) PERe 2x MIN./ TRT'D SILL R 3" CLR- OR DMENT = RIM JST PON #4 W/ STD HOOK EA. END EA. SIDE OF ANCHOR ROD - TOTAL allANTITY PER 5CHEDULE PROVIDE SOLID ELK'S TO MATCH STUDS ABOVE f BELOW �- STRAP W/ 2x FLAT BALK TO BALK ANCHOR EDGE NAIL ( SEE ARCH ANC ROD HOLDOWN5 PER WALL - L5TA24 AT EVERY ( E R 318110"X01_311 (2) Ibd ® B" OC. EDGE NAIL _3` WASHER W/ NUTS P I -JST 51 PER 5HT'6 TOP f BOT. � MFR W/ VENTING (8) I/4 "0 x B" LATE PLAN Ibd ® B" OC. 3" CLR- OR DMENT = RIM JST PON #4 W/ STD HOOK EA. END EA. SIDE OF ANCHOR ROD - TOTAL allANTITY PER 5CHEDULE PROVIDE SOLID ELK'S TO MATCH STUDS ABOVE f BELOW �- TYPICAL FOUNDATION ANCHOR ROD HOLDOWN TYPICAL FLOOR TO FLOOR ANCHOR ROD HOLOOWN TYPICAL TJI TO WALL GONNECTION 5 DETAIL b DETAIL T SECTION 54.11 NO SCALE 54.11 NO SCALE 54.11 NO SCALE BUTT ENDS 5 STRAP W/ 2x FLAT BALK TO BALK ANCHOR EDGE NAIL ( SEE ARCH ELK'S PER PLAN ROD HOLDOWN5 PER WALL - L5TA24 AT EVERY ( EFTA AT EVERY PLAN - ATTACH PER (2) Ibd ® B" OC. EDGE NAIL OTHER JET SCHEDULE P I -JST 51 PER 5HT'6 SOLE � MFR W/ VENTING (8) I/4 "0 x B" LATE PLAN Ibd ® B" OC. NAIL PER I -JST 2x SGL NAIL J015T R MFR AT EA. BI BY J5T MFR FASCIA OVERSIZE WEB STIFF. TO 501T �5IMP50N A35 FIRMS PER PLAN PLAN - HOLDOWN PER DBL. 0 2x FRM6 2x4 BLK'6 BT MFR - -,15T TOP R1 AT AT STRAP 2x BEVELED R BY J5T DBE. TOP R (2) Ibd EDGE NAIL MFR - NAIL W/ Ibd o 8" O.G. 5TA665RED TOP f 2x STUDS DBL. TOP REO'D 5T1D5 PER 50T . CENTERED - LAP PER y,10 SCHEDULE - (2) UNDER JET 2. MIN. TYPICAL FOUNDATION ANCHOR ROD HOLDOWN TYPICAL FLOOR TO FLOOR ANCHOR ROD HOLOOWN TYPICAL TJI TO WALL GONNECTION 5 DETAIL b DETAIL T SECTION 54.11 NO SCALE 54.11 NO SCALE 54.11 NO SCALE BUTT ENDS 5 STRAP E ELKS 51MP50n EDGE NAIL ( (2) 2x4 x 4' -0 " W/ W WALL - L5TA24 AT EVERY ( (2) Ibd ® B" OC. OTHER 15T TS22 AT EVERY E EDGE NAIL 8 8d ®4" O G. ( (8) I/4 "0 x B" RIM J015T - --- W WEB STIFF. NAIL J015T R RIM NAILS B BY J5T MFR 5GL RIM DBL. 1_. vntr E EDGE NAIL T TOP R1 r5lMPIONL57A24 GTRD AT 6L. 0M SPLICE BEVELED 6L. BEAM PER PLAN TYPICAL I -JOIST TO BEAM CONNECTION n SECTION 54.11 NO SCALE I -JOIST PER PLAN 2. 57UD5 END BLOCK PER MFR -JOIST ELKS 0 32" OC DBL_ TOP NOTE: - LAP PER B FOR FASCIA - 5EE ARCH. TYPICAL I -JOIST BLK'6 PARALLEL TO EXTERIOR WALL o SECTION 54.11 I " =1' -0" --T SIMPSON MFR I PER 111R R BY A35 CLIP PLAN 2x ST D 2z10 BU. COL. WALL II SECTION ag � aW L 1.1 X N ci Z_ Q =i H U i J Z , Q � LU m. 0 LU } Q w d Z . O 4�y S y PROGRESS 05/14/2014 PERMIT 0]/0]/2014 FRAMING DETAILS S4.11 � 13133 ag � aW L 1.1 X N ci Z_ Q =i H U i J Z , Q � LU m. 0 LU } Q w d Z . O 4�y S y PROGRESS 05/14/2014 PERMIT 0]/0]/2014 FRAMING DETAILS S4.11 � 13133 E v 2 x LONT. MEMBER 102 < B' NONE REOD B' -10' 2 x 6 3' -0" MIN. TO i 10' -13' 2 x b QUALIFY AS / ©j 13' -16' 2 z 10 LA ERAL SUPPORT / 16' -20' 2 x 12 Ibd AT 32" OL. STAGGERED 4 (2) 166 ©AT END OF WALL CEILING 2x CON T. FULL PLAN -- - LENGTH OF WALL NOTES: FOR 51ZE SEE 5CHED 1. TH15 PLAN 15 AN EXAMPLE ONLY IT DOES TOP OF WALL BRACE NOT REPRESENT A SPECIFIC WALL 2 :F" INDICATES UNBRACED LENGTH OF WALL5. K AT CONTRACTORS OPTION IN LIEU OF EXTRA TOP TL'. lO NDICATES HORIZ BRACE EXTENDIN& TO ADJACENT CORNER 5EE 2/54.12. 0 INDICATES BRACE UP TO ROOF STRUCTURE SEE 3/54.12 8 4/54.12. TYPICAL LATERAL SUPPORT FOR INTERIOR NON- 5EARIN6 WALL5 NOT EXTENDING TO STRUCTURE DETAIL 54.12 NO SCALE (2)2x4 FOR BRACE LENGTH UP TO 14' - (2)2x6 FOR BRACE LEN6TH14'TO a0' CEILING EA Ibd EA. SIDE -- 6d®16 "OL. NOTES: I. MAX. 5PAGINC OF BRACES = 10' -0" 2. BRACES NOT REOD WITHIN 6-0" OF OTHER LATERAL WALL SUPPORT, CORNERS a INTERSECTIONS TYPICAL TOP OF WALL BRACE (HORIZONTAL) a SECTION 54.12 NO SCALE 1-157 3/4" GLR. 3" MIN. OPEN WEB TR155 OR I -J5T 2.4 EA. SIDE GLR. SPRINKLER MAX. LOAD =9O- DTL CLIP EA ATTACHMENT EA. HANGER SIDE EA. PER SPRINKLER TRUSS CONTRACTOR NOTE: FOR LINES GREATER THAN 30 HANG FROM 6LULAM BEAMS OR STUD WALL OR HANG PER DETAILe OR SUPPORT OFF WALLS WHEN SPECIFICALLY APPROVED BY STRUCTURAL ENGINEER TYPICAL CONNECTION AT TOP OF NON - BEARING WALL TYPICAL SPRINKLER LINE ATTACHMENT EXTENDING TO ROOF STRUCTURE PERPENDICULAR TO JOISTS FOR LINES 3 "0 OR SMALLER b SECTION T SECTION 54.12 NO SCALE 54.12 NO SCALE ad ® b" 1/161, 5HT'6 VENTILATION PER GENE -RAC SHEATHING NOTES - 12" O.L. FILL GAP W/ ROCK WOOL INTERMEDIATE 2x4 FLAT ® INSULATION UNLESS NOTED -0 B' " 04. OTHERWISE BY ARCH. h "GLR NAILING I -JOIST Bd ® 4" O.G. (4) Ibd CLINCHED BRACE PERP -1ST SIMPSON "Z" CLIP 2xbx16" TO 15T -SEE O" TYP EA. SIDE 12" SHT'6 214 ®24" O L. IJ01sZ- IJOI� SEE 10 ANN. 2x STUD WALL TRU55 OR / _�T —/ SEE 10 5410 TYPICAL CONNECTION AT TOP OF NON - BEARING 2x4 BLK'6 W/ bd o 6" O.G. PARALLEL TO J015T 4 SECTION (2) 16d AT EA. 54.12 NO SCALE �MTL SOFFIT MTL 50FFIT�- STUD 5HT'6 PER ARCH. PER ARCH. SECTION r2 SECTION SIMPSON A35 54.12 1" =1' -0" 54.12 1" =1' -0" (2)2x4 FOR BRACE LENGTH UP TO 14' - (2)2x6 FOR BRACE LENGTH 14' TO 20' H3 ASS 2 MIN. CEILING --� Ibd -- - - Ib 12" MAX. NOTES.. MAX. SPACING OF BRACES = 10' -0" 2. BRACES NOT REQ'D WITHIN 5' -0" OF OTHER LATERAL WALL SUPPORT, CORNERS 8 INTERSECTIONS TYPICAL TOP OF WALL BRACE UP TO STRUCTURE 3 SECTION 54.12 NO SCALE W MIN. 6 "MAX U44 J5T HGR TYR 12 "0 MB. 2x4 EA. SIDE OF -JST 50T. CHORD -1ST NOTES: NIT 4 WASHER I. ALL FRAMING SHOWN BY (2) 2x4 N P.W. GENERAL CONTRAGTOR ® R (EXCEPT BY SPRINKLER 12 "0 MIN. CONTRACTOR IF USED FOR SUPPORT ROD SPRINKLER LINES) FOR MELH. UNIT 2. DO NOT CUT OR DRILL T OR OTHER HAN61N6 7HRU JOIST. LOADS (BY ME CH) 3. MAX. SUPPORT LOAD = 500F. TYPICAL DETAIL FOR HANGING LOADS FROM HEAT RUMPS R FANS OR E FANS OVER 904) B SECTION 54.12 NO SCALE EDGE NAILING VENTILATION PER GENE -RAC SHEATHING NOTES FILL GAP W/ ROCK WOOL 2x4 FLAT ® INSULATION UNLESS NOTED -0 B' " 04. OTHERWISE BY ARCH. h "GLR END BI PER MFR. 2X SHIM BOARD W/ Bd ® 4" O.G. (4) Ibd CLINCHED BRACE PERP -1ST SIMPSON "Z" CLIP 2xbx16" TO 15T -SEE O" TYP EA. SIDE WSTD2200 OPEN WE8 ANN. I -JIT BLK'6 TRU55 OR / _�T —/ (4) 16d TYP. TYPICAL CONNECTION AT TOP OF NON - BEARING WALL EXTENDING TO ROOF STRUCTURE TYPICAL BRACE CONNECTION PERPENDICULAR TO I JOISTS PARALLEL TO J015T 4 SECTION 5 SECTION 54.12 NO SCALE \t-2/ NO 51-ALE 5HT'6 I -JOIST I _L SIMPSON A35 I -J5T bL. BM TOP 8 BDT. 2x6 BRACE o (2) Ibd SIMPSON A35 6`O" O.L. MAX. EA. END ®4B" O L. 2x4 AT EA. 157 2x4 O L. 2x4 BLK'G MAX. LOAD =90a 1_Os EACH HANGER T /16" 5HT'6 I175" RED -145 NOTE. FOR LINES GREATER THAN 3 "0 - 12" OC. INTERMEDIATE _ 6 16" O.G. - HANG FROM 6LULAM BEAMS OR NAILIN6 STUD WALL OR HANG PER DETAIL $413 e OR SUPPORT OFF WALL-5 WHEN (4) Ibd -- SPECIFIGALLY APPROVED BY - -- (4) Ibd TYP. 5TRUG7URAI_ ENGINEER bd ® 6" OC - - TYP. PANEL MTL SOFFIT WEB BLK'6 TYPICAL SPRINKLER LINE ATTACHMENT FOR LINES 3 "0 OR SMALLER EDGE NAILING PER ARCH BY MFR TYR 9 SECTION D SECTION 54.12 NO SCALE 54.12 ag � aW o L 1.1 X y Z_ y U J Z Q K � m 0 W } CQ Z C O 4g°a s y PROGRESS 05/14/2014 PERMITSET 07/07/2014 FRAMING DETAILS S4.12 mom. 50LE NAIL - 1 /4 "Ox0" (y 2z SOLE R 5IMP50N 505 SOLE NAIL SCEWRS o g" Do. EDGE STUDS EDGE NAIL 2z STl7 EDbE NAILING NAIL U.N.O. IL ... EDGE NAL c 2' -0�� Ibd o 8 OC. OL5LOPE5 ROAN AT SIMPSON H8 SIMPSON Hg 8d o 4" O L. 51M `�T6 ®24" OG Bd o 4" O.G. .T 0 32" O.G RIM J05FF. CONT2x 5CL RM J05WEB STIFF. NAILL1� 5HT6 MFR BY JST MFRIM NAILS " O.L. ft RIM NAILS EA. 51DE EDGE 51MPSON pER MFR PER _R ED6E Ibd o B" OL. 2xb SEEe4 NAILING LB H6R -JOIST -J015T PER PLAN NAILING 3 5HT'6�� 2xb o BTAN 24" OG 2zb JOISTS DAL. TOP R - LAP PERe ER PLAN 2z SDDS END BLOCK PER MFR 5HT'6 I SIMPSON LB SNTG PLAN sa io L BRb PER ST MFR - I -JOIST BLK6 'Y'T HC� �'� -J5T PER PLAN HCM TYP. BLK'6 PER MFR 126 MIN. E NAIL DBL. TOP R - 0 52" O.G. EDGE NAIL 2x WOOD STUD HALL 2x12 LEDGER W/ (b) 2x WOOD STUD HALL 2x LEDGER 2z MOOD STUD AALLHDR 2xb o 24" OC. AT OPN6'S LAP PER 1/4 "x4Vj" SIMPSON SDS - SEE PLAN 2x STUDS St io e SCREWS AT EA. STUD 2xb LEDGER NOTE: FOR CONDITION VU (2) Ibd AT ) b BETWEEN JOISTS, SEEe. Sy i3 EA. TYPICAL --101ST BEARING AT EXTERIOR WALL TYPICAL T BI PA T RI SECTION 2 SECTION 3 SECTION 4 SECTION 5 SECTION 54.13 1" =1' -0" 54.13 1" =1' -0" 54.13 1" =1' -0" 54.13 1" =1' -O" 54.13 1" =1' -0" I -15T PER SHT'6 5GL BI.K'6 TYP. 5HT'6 R 5TOP5 AT 3" 3" PLAN END CONDITION 5YM. ABOUT ¢ % x9 6L. BM FASCIA - SEE 4 ARCH. I t' 1 SIMPSON BM WIDTH 11/8 k k SIDE R 3'f�" - SEEe 5CL k k� -- SEE SPECIFIC DETAIL �'i AEAM PER PLAN 01 LAP 1/4" k k FOR LOCATION 8 N MIN. -- NUMBER OF BOLTS COL. c SIMPSON 2. WDOD (Ib) Ibd __ &RG R y b', LL LENGTH C -- - i -- -- H2A 5ND WALL = a OL 2 STL COL. 3/I6 TOR #10 - m PAINTED 51"�L 6L. BM 5GREA5 TYP. _ E ENCLOSURE GAP -SEE ARCH. - + - r o° o SDP50N T51DE ADJACENT SIDE STOREFRONT N GIDTH WIDTH ' R SIDE R WELD b�p AOLT SIZE FRAME e SHT6 (A 3/ / / I/B 3/ " W Al. pET AT3END NOT 2 NOTE OTHERWISE 54x6 6L. BM y AIL LALLp1T TL COL. COL. (� \ R 30/6�Lg1NTER5INK PER RAN N B U CAL. HOLES FOR FLUSH SCREW - BOTH SIDES _ AT NO PERP. BEAM TYPICAL CONTIWdOVE BEAM TYPICAL 6LULAM BEAM BEARING CONNECTION ASSEMBLY OVER COLUMN CONNECTION b SECTION T DETAIL B DETAIL P SECTION 54.13 " =1' -0" 54.13 NO SCALE 54.13 3 " NO SCALE s -o FOR BENT R AT M NT SIDE COUNTERSINK C SEE 5� X13 HOLES z " V4" ` 4 A�� ` 1 /Ib" IN 6L.0M jL. BM 6x10 W/ 5IMF50N H6U610 - H6R EA. END - FULLY NAILED OPN'G - (Ib) #10 5HT'6 5IMP50N A35 - (2) 51 5TUD5 AT DOOR SCREVIS EA. SIDE, BE R 3/16"x5 "x5" SILL R - + + + m PAINTED 2z10 BLK'6 x8" EA. SIDE W/ (2) 2x10 Bll. CAL. E GLASS PER d ARCH. To MATCH E PLOSURE SEE ARCH. COUNTERSUNK HOLES Ws" �" n -- + + + + # 2z WOOD (b) 10 STSLL NOTCHED EA. JAMB STUD 1 /I6" _ - le 3 /Ibe - ELREWS FOR 6" WINDOW _ c g a= - JAMB AS REG'D - AT 6L BM PAINTED S7 5n1i3 GL. BM bL. BM + + ENCLOSURE GAP 34x6 P.O.0 6L. BM HDR - p - SEE ARCH. 6L. BLK'G SEE ARCH. (b) #10 OPN'b (2) 2.10 Bll. CAL. m WOOD STUD x 16" OPENING WALL SLREAS STOREFRONT \ j PER ARCH OPN'6 PER ARLH. ,L. COL. o SECTION SECTION a SECTION General M haOkal NOhas A ream eea bednlw�ie aal�p enm pwaev nnpe� uctwwmpm rost0 rpn(RNta)D Au ei�gconom¢erespneao nm�maaulelnp,mpbboippY_ireQ wmpeam reR��renemamuYwmpywm vSEC sworn caae.2 oanph vn wsEC sece11:: .t 1.2 eyemmeaommmMam, rem. aommwbend o-anha eHl I»mmpemd wd mwdhYm »;m mnm. mnpry AT wsEC seta. c. t.2 PMmin.y mmmba W ne wIl DD wdnn�ee m man. ertm Lane .Wise ey repsmee aeaen Po+eaY.Y . v A. me mp p ne daNm b as' shove f pMed Iam. r. 1:9-1m >m pa mtz cc. AC eymene medro I,W—d and W] d b de1'vo- Irel IoxrebeefiHn IM Ids Mm. MW— .,wp.JymE eNMNY do-11 anus aumm Ily". 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I, PLANERS �NS,oN.�E,A.o ! ® I I I l: _ ILoOa. �aRaN.,Ew,aE NN�Na �,Lti�Nw Ell- e 4 I I I ilo goo �E I I � /�jy�j '��,•aw N�EREN s ❑ I �R i=int[ I I II II a s o o 6 I I I II I I I 6 6 6 I 8 8 8 8 1_1U W IL U V V 9 DOMESTIC WASTE /VENT PLAN SCALE: 1I8 " =1' -a' DOMESTIC WATER PLAN SCALE: VH " =1' -0" I I I I I o I I I I ! I I II o= I I I SHEET NOTES ! I i I I ! Etrz UNLESS NO=EOOTHENYAEE. I, PLANERS �NS,oN.�E,A.o ! ® I I I l: _ ILoOa. �aRaN.,Ew,aE NN�Na �,Lti�Nw ,a e I I I ilo goo �E I I � /�jy�j '��,•aw N�EREN ❑ I �R i=int[ I I II II a o o I I I I I I II I I I I I I I I I I I I I ! I I II o= I I I w I i I I 00 � ! ® I I I l: sw aarE ®viaw, I I I ilo goo �E ❑ I �R i=int[ I I II II a ELECTRICAL LEGEND SYMBOL I DESCRIPTION I SYMBOL I DESCRIPTION LIGHTING RECESSED FLUORESCENT LIGHT FIXTURE 0 SURFACE OR PENDANT MOUNT FLUORESCENT LIGHT FIXTURE (CIRCLE INDICATES RECESSED OR CONCEALED JUNCTION BOX) -0 WALL MOUNT COMPACT FLUORESCENT LIGHT FIXTURE ❑ SURFACE OR RECESSED FLUORESCENT LIGHT FIXTURE O SURFACE OR RECESSED LED LIGHT FIXTURE �W SURFACE OR PENDANT MOUNT STRIP LIGHT (CIRCLE INDICATES RECESSED OR CONCEALED JUNCTION BOX) CF FIXTURE WITH EMERGENCY FLATTERY PACK. PROVIDE UNSWITCHED HOT LEG. O ® EXIT LIGHT FIXTURE (PROVIDE DIRECTION ARROWS AS INDICATED) PROVIDE UNSWITCHED HOT LEG. .� WALL MOUNTED EXIT LIGHT FIXTURE (PROVIDE DIRECTION ARROWS AS INDICATED) PROVIDE UNSWITCHED HOT LEG. .-0+ POLE LIGHT FIXTURE (ARROW INDICATES DIRECTION OF AIMING FOR OPTICS) Aoo FIXTURE CONTROLS (LOWER CASE INDICATES SWITCHING ZONE, UPPERCASE INDICATES PHOTOCELL ZONE) 11 DUPLEX RECEPTACLE (E INDICATES EXISTING TO BE REPLACED) 16G DUPLEX RECEPTACLE (G INDICATES GROUND FAULT CIRCUIT INTERRUPTER) 6C DUPLEX RECEPTACLE (C INDICATES ABOVE COUNTER) 4 FOURPLEX RECEPTACLE 10MUP(n EH'r &HO KHM3 CONDUIT STUB OUT (PROVIDE CONCRETE MARKER ON EXTERIOR) —� DEDICATED CONDUIT HOMERUN TO PANEL N CIRCUIT NUMBERS AS INDICATED ON PLANS RACEWAY CONCEALED IN WALL OR CEILING RACEWAY CONCEALED UNDERGROUND OR UNDER FLOOR SLAB, P = PRIMARY , S = SECONDARY 1I� MARKS INDICATE NUMBER OF #12 AWG UNLESS NOTED OTHERWISE T GROUNDING CONDUCTOR ,W-CS' , FLEXIBLE CONDUIT III GROUNDING SYSTEM PER CODE © JUNCTION BOX - SIZE PER CODE (F INDICATES FIRE ALARM SYSTEM) sf MOTOR CONNECTION Ell DISCONNECT SWITCH EI FUSED DISCONNECT SWITCH COMBINATION DISCONNECT / MAGNETIC MOTOR STARTER 120/208 VOLT RANELBOARD (OR AT RATED VOLTAGE AS NOTED) HH HANDHOLE 0 MANHOLE - PRE -CAST CONCRETE W /COVER FA—DA] HANDICAP PUSH BUTTON CONNECTION -01 UTILITY POLE © POWER VAULT / MANHOLE a C �g b M A O CONSTRUCTION NOTES O DEMOLITION NOTES W W INDICATES WEATHERPROOF FOR ALL DEVICES, PROVIDE LOCKING COVER ON RECEPTACLES. $ E �. ALL DEVICES WITH LIGHT LINE WEIGHT INDICATES EXISTING TO BE RETAINED $ F- _--] ALL DEVICES WITH DASH LINE INDICATES EXISTING TO BE REMOVED % AD DETAIL CALL OUT - A INDICATES DETAIL IDENTIFICATION, E2 INDICATES SHEET 2 c3 TAKEN FROM, E3 INDICATES SHEET DRAWN ON AHI MECHANICAL EQUIPMENT CONNECTION - COORDINATE EXACT LOCATION AND CONNECTION I REQUIREMENTS WITH MECHANICAL. GENERAL NOTES FOR LIGHTING: FIXTURE SCEECULE 1. PROVIDE BALLASTS TO ACCCIXACCATE DUAL LEVEL SWTCHING MRAE 3 AND 4 LAMP FI%TERES. 2. SEE CRAWINGS FOR EMERY NCY'_IGHNNG FIXTURES, OWTICaIES $ SINGLE POLE SWITCH $D DIMMING SWITCH - SINGLE POLE $OS COMBINATION SWITCH / OCCUPANCY SENSOR $3 THREE WAY SWITCH N a� y y b MULTI - GANGED SWITCH (LOWER CASE LETTERS INDICATES SWITCHING) LCP LOW VOLTAGE LIGHTING CONTROL PANEL © PHOTOCELL CONTROL HOST WALL MOUNTED OCCUPANCY SENSOR (LIGHTING CONTROL) OS CEILING MOUNTED OCCUPANCY SENSOR (LIGHTING CONTROL) O CONSTRUCTION NOTES O DEMOLITION NOTES W W INDICATES WEATHERPROOF FOR ALL DEVICES, PROVIDE LOCKING COVER ON RECEPTACLES. $ E �. ALL DEVICES WITH LIGHT LINE WEIGHT INDICATES EXISTING TO BE RETAINED $ F- _--] ALL DEVICES WITH DASH LINE INDICATES EXISTING TO BE REMOVED % AD DETAIL CALL OUT - A INDICATES DETAIL IDENTIFICATION, E2 INDICATES SHEET 2 c3 TAKEN FROM, E3 INDICATES SHEET DRAWN ON AHI MECHANICAL EQUIPMENT CONNECTION - COORDINATE EXACT LOCATION AND CONNECTION I REQUIREMENTS WITH MECHANICAL. GENERAL NOTES FOR LIGHTING: FIXTURE SCEECULE 1. PROVIDE BALLASTS TO ACCCIXACCATE DUAL LEVEL SWTCHING MRAE 3 AND 4 LAMP FI%TERES. 2. SEE CRAWINGS FOR EMERY NCY'_IGHNNG FIXTURES, 3, FOR UG-TNG CONTTO_S'f,HICH INCLUDE DAYLIG— OCCUPANCY SENSORS AND THE CLOCK CONTROLS, THE ELECTRICAL CONTRACTOR SHALL PROVIDE TESTING OF THEDOMROLD II"ES,C014FONENTS ECUI= V EN_ END -IS -1S TO MAKE SURE THEY ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH DRAWINGS AND SP- PICnTIONS S= ..= NC= SCFOFFPATONSH,.I R.= FUNCTIONALLYTESTEDNTHEPRESENCE( THEENGINEER. A COMPLETE REPORTOFTES "PROCEDURES AND REGU_TG SHALL BE FPEPAFECAND FIFD WIT- TiE OANER. LIGHTING FIXTURE SCHEDULE SYMBOL FIXTURE DESCRIPTION MANJFACTUREWMOCEL# LAMPS V W MOUNTING& REMARKS AL1 POLE MCUNTAREA UCHHT FIXTURE P21AII - PUREFCRM P21AMI PLC ]CDT. LED 120 SO 15'PIX AL] POLE MOUNTAREA UI FIXTURE P21AII PUFEFJRM P21- AI�IxLG]OL4 LED 120 N 20'PIX BL1 BOLLARD LIGHT FIXTURE GARDCO- SOLLARDLED BR84211f,'N 8D18 LED 120 18 ILI SURFACE MOUNT INDIRECT TI W'EAER -ROOF LED SR'P 1.11 DALS --TAPE L= IT' IEOUIHP -5M TED 120 2)51 FT MOUNT IN GROOVE OF PLANTER WALL TO ILTIIF'111E THE ALA\ DC'I: ABL PLi PENDANT 10101 A- FU DECORATIVE LGIT -FXNF� CJG'I I SBAYLON G1a'^024W -2L LED 120 iW MOUNT 14'� "gBOVE FINICAL =DF -CR FINCH TOBESELECTED— R- 11111T PL2 PENDANT MDUALED DECORATVE PC CLOTH LO�iAGA'SDE010 LED 120 22.E PENCANI MO'JNI- I%IUI'— FIIH-1ONOF FIXTURE AT �]'G'nF =. FINIS- �6E 3EL =CTED FIXN� BY ARCHITECT PO PENDANT MDUA LED DECORATVE BRUCK REGAL YR324N LED 120 13 FFNOgNT HANG FI1, RF',YUF SOTOM OF FIXTURE AT X0AFr. FMS- �6ESELECTED PIXNED BY ARCHITECT PA PENDANLLED LCgEA 00.SZ-ERC8ADG3 35&M0.L -XK �D 120 N RLi RECESSED M LED CAN'JG^ POPIFO_I04 LDSA I FCOI J3 - E W8A150M 3LW1LI LED 120 224 RL2 RCCLSSED 2'N2 LED- ROF'_R RECESSECO'LEL'A NUCHI'.VUF ADJUSTAS -ANGL BUR — E MttINT LD CPA, A RC_ HE -CLARE C`OP- IR"1"'X# 221N IF 11 ON, U&PoCD111 PCPTO -10 L_' 30 CCOP RMETALUX# 4C NLLD _J141F -12T GCD1 LED 1101348 RECESS- UINSLOPEJ TLICG MUST AIMING TO MATCH THE SURFACE BELOW RL3 TED 120434 SL1 LED UC 48 SLZ SURFACEMOLMLEDCVLINDERDCWN LIGHT PORTFOLIO LDS433 LED 120 43.4 RECESSEDNSLOPED CEILING ADJUST AIMING TO MATCH THE SURFACE BELOW SL3 LED DISPLAY CASE RSA - PUK LED 120 S PC PENDANT MOUNT LED DECORAIVE TRACK FIXTURE BRUCK REGAL 222'P46Z LED 120 6 MOUNTFIXTURETOTRACKOVERTELLERLINES FANCING AT K'AFF xi LED UNDER CABINET UGnTINC MR GE CRI3NNG W I 120 2 WILL WALL MOUNT WALL WASHER ELLFTIPAR# 47'0 U2 VCS02300 LED 12D 18 30" CANBLEVERGENTERED OVER SIGNAGEAT � 3,AFF WL2 WALL MOUNT EXTERIOR AREA LIGHT _1 1-'% ED XTORIA LED 120 10 ':ALLMOUNTABCVEDCORSAT+9 AEG EX1 UNIVERSAL EMT SIGN COOPER SURE -DIES# LED 120 3 WAIUCEILINGMOUNTALONGEGRESS TWIN HEAD F_C00 ECFESS I11I APYEG PATHWAYS POINTING DIREG11ON OF EGRESS ENS COOPERSURE -DIES# LED 120 3 WALL MOUNT WIN HEAD FLOOD AIM LIGHT TENT ALONG THE PATHS OF EGRESS 0 D ® ®D QJI 20 N _E3 U L 'y^ V Z Q 2 1 y U ' J Q ' a m Lu W W W Q wl C� Z C U e d 7/7/2Ok 1111EEI6A1 101A00 OOOHOOCD D ®COMO m® O.I md- ELECTRICAL LEGEND AND SCHEDULES E0.01 • -y fr• ----- ------- -___ _____ a l a +AL7 M —J— III � � I NEW BANK BUILDING I I T, I rtuca inu `- I O I I II L —__.. CO MMU In L1 ROOM LEASE SPACE �311 CO ECTION 01 IT F O O O O I mo NCO � �^' o ELECTRICAL SITE PLAN zo' 10' o z 40' ® e�m SCALE: 1•- 20' -0" e e A 0-1, ....d 0o- 0 V 0 0 V a T 8 q N A I I I I I I g FIRST FLOOR LIGHTING PLAN �N 131DOffi'SID�' V V CONSTRUCTION NOTES 01 PROVIDE OUTDOOR RATED LED STRIP PERMANENTLY ATTACHED TO BACK OF PLANTER WALL. 02 PROVIDE WEATHERPROOF JUNCTION BOX FOR CONNECTION TO OPEN /CLOSE SIGN. O3 PROVIDE NEMA 3R DISCONNECT SWITCH PADLOCKABLE IN THE OPEN AND CLOSE POSITION FOR SIGN. ® LOW VOLTAGE LIGHTING CONTROL PANEL. SEE SCHEDULE ON THIS SHEET FOR ADDITIONAL INFORMATION. O5 LOW VOLTAGE 6– BUTTON SWITCH TURNS ZONE a –f ON AND OFF. LOW VOLTAGE CONTROL PANEL (LCP) SCHEDULE REI-AY No CI— n vh0 H§ rnMECSOCx. r�amcEU,Erq RE rva non r acorn or corvmos sn. nR.0 v m«Lwmre Piney m m T. sa rime Se sg ,lo K 4s Q Df>m®D fD00Ctl I 8 8 9 N A !MINIM! E CONSTRUCTION NOTES �1 (1) 1" CONDUIT FOR POWER TO DRIVE -UP (1) 2" CONDUIT FOR COMMUNICATIONS TO DRIVE -UP. Q MOUNT ABOVE CEILING. COORDINATE LOCATION WITH VAULT LAYOUT. Q3 MOUNT RECEPTACLE ABOVE DROP CEILING FOR VAULT SECURITY SYSTEM. ® PROVIDE HEATER MOUNTED IN CEILING AND THERMOSTAT. COORDINATE LOCATION WITH G.C. AND PROVIDE BRACING AS REQUIRED. COORDINATE LOCATION OF THERMOSTAT WITH THE OWNER. Q NEMA L5 -20R, FOR ATM ® 16° AFL. PROVIDE CONNECTION TO ATM AND SIGN AS REQUIRED. 0 ,..,.,. .... „ FFFF 5 I COORDINATE 0 WITH UTLUY / 5 3 - 1 V V 0m. V V (@FIRST e FLOOR POWER PLAN ®o CCALLaMX'a]M' ® ENLARGED POWER PLAN CCA❑EMEC ®MOIP am Fl (@ENLARGED POWER PLAN" Q❑® ....d - - ^� V - - I I I 8 8 9 N A !MINIM! E CONSTRUCTION NOTES �1 (1) 1" CONDUIT FOR POWER TO DRIVE -UP (1) 2" CONDUIT FOR COMMUNICATIONS TO DRIVE -UP. Q MOUNT ABOVE CEILING. COORDINATE LOCATION WITH VAULT LAYOUT. Q3 MOUNT RECEPTACLE ABOVE DROP CEILING FOR VAULT SECURITY SYSTEM. ® PROVIDE HEATER MOUNTED IN CEILING AND THERMOSTAT. COORDINATE LOCATION WITH G.C. AND PROVIDE BRACING AS REQUIRED. COORDINATE LOCATION OF THERMOSTAT WITH THE OWNER. Q NEMA L5 -20R, FOR ATM ® 16° AFL. PROVIDE CONNECTION TO ATM AND SIGN AS REQUIRED. 0 ,..,.,. .... „ FFFF 5 I COORDINATE 0 WITH UTLUY / 5 3 - 1 V V 0m. V V (@FIRST e FLOOR POWER PLAN ®o CCALLaMX'a]M' ® ENLARGED POWER PLAN CCA❑EMEC ®MOIP am Fl (@ENLARGED POWER PLAN" Q❑® ....d 10986 u,lB,q—',,dw to El ® 0 99® Z "VM'W13A'0MVA31f10B VWOHVI Y IIIIIAV W 1110213 00 ®� y1�os 6on`loua000ls o@ " Q HONVNg31.M3N �, ®�� r d N W1 S��2�Il��JI� • �ffi' ,1 ova ®� � � SJNIAVS IVS343d `dldWAIO a woo4o,osesw. � a a s w W E S00L ZSE 09E)YLL9 EY609Ea El El o B �q�a 3 N Z — ZO �oa j OR O U J n n n n n n n rn F ® F P Q 6 3 N Z — ZO �oa j OR O U J n n n n n n n rn Z Q d CL LL. o wa v¢rnmauL rvw- �w'mm'a seor¢ -ceici I I I I I All I I I I i I I I I I I I I I I Hill I Hill I I TI I I I I I I I I 0 I I I I I I I I I I I I I I I Z Q d CL LL. o wa v¢rnmauL rvw- �w'mm'a seor¢ -ceici