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CONCRETE I NAILING SCHEDULE T RU55 NOTE5 EVERGREEN HOOD COMPANY
<br /> I CONCRETE 26 DAY COMFRE55)VF 5TM G_M.FC-25COP51.J.V,O. i RPF IBC 20'B.TABU 23rA. 0.I.AS L NAILS FOR 5TRUC'TLIRAL V TJRK 5nALL Bt COMMON - - --
<br /> [. v.'ATPR TO L"ACNT F.ATIO 5'1AL`JQT E;CEED 0.50. LVIRt NAIL`,CONFORMING 10 TIE VALLOW NG IL'NImum SIZES:
<br /> 3. KIC15T CL'PE SLABS=OP A A4 NIMUNI OT 2 0.4'5. -
<br /> �. CONCRETE MIX DESIGN 51ALL BE M-'AKX BY A 314D'AKIY INDE>FJ+DENT LABORATORY. AD 0.13 k 2
<br /> 5ELECTICN Of CONCRETE M•i.PA-1-ORTICN5 SMALL BE FE2 THE CXIFORNIA BUILD NG CODE. 'OD 0.14.5'0 k 3'
<br /> 5. C"JENT 5MA_L CON'URM TO A5'M L-'50-Pt I OR II. I I OD 5PCKT5 O.148'3 X --.l'PUB inICW55 CP S.P
<br /> It. wriaterE AGGPEWe5 SHALL C CNFORM TO A5TM C.-33.AG<•REGATa'72 UGI:TA'CIG r I eD 0.16211 >Y{ -
<br /> CONCP.LTE SHALL CONrOPJ.I TO A5TM C-330. i 200 0.192 X 4'
<br /> g, RE NfORCING:IMEN510N5 SKYAN FOR LOCATION CF REINFORCING ARE IU TrE FACE OF MAIN 1
<br /> BARS AND DENOTE CLW.CCvCRAGt.CONCrrr1=COVERAGE SHALL BE A$FOLLOvVS:CONCRETE I MC-ES 5rAL EN`,5U5.rXII I FJ wrf-F NFCF55AKY TE'REVTJ.T 5P,rTTING.NAILING NOT =
<br /> D_`POS)T°r.AGAIN57 GRDUND(PXCFP-5085) 3.CCNCRE`E EY'OCEO TO GROUND BLT PLACES NOTED BELOW CR ON PLANS`-Mkl.BE MININUIJ OF NAIL`AT EACH CONTACT
<br /> IN FOPMi-2%5LA55;ON GPI'JNU)-2'CLEAR FROM TOP L.N.O. 6 i NA.-5 FOR I-NATER'.AL AND+M NAILS FOR 2'VATCRJAL -
<br /> 10 ALL P2EntaTNC-ANC WELDING OF RfiNFORCING BAPJ SHAH bE DONE N AGCORLANCt'A'I71 FN.CCxING BPM.CFIIINC 3T5.RAFTER.OR TRU55 TO TO'PLAT:OR
<br /> A'N'S O I.4 LA.TCS COITION AND JHALL BE CONT NUOL5LY INSP'CTFD BY A OUN IFIPD YKAMINC-Bt'-LAN':tNL'NAIL,-OENAIL---------••-_-----------
<br /> LABORATORY.CONTRACTOR 5H,%I1 FJFNI;5�I TO RE LABORATOn.REf.ARMILLCtkrIf.CA1ES. °'6C
<br /> I F:VFOKONG S1ELL SMALL 1Jt fABRJCArl ACCORD NG TO'MANLAJ.OF STANGARD PRAG:IC` I 2. BLOCKING ITCU RAKERS IL TF.USS NOT AT THE V/ALI.IOI'!'IATE,_U
<br /> fOR RFINFORCfD CONCK_T`_CONL5TRLCT'OV, i RAPIER C t GTO END NAIL W-5V I Z-6D
<br /> S. FLAT SLOCVNG TO TRU55 AND N_5 SLIER:PALE T,NL-------•--•----•------ ICJ P.O.BOX 3602
<br /> 12 W I`FAtl VC 3rrALL CONFCICA rC AG 3 A-3.5. .AO 3 y.i.-i.7.AND A5TM A I OG•. 4. CEILING J5T TO TOP PlA?'PALM J3T,TOENAIL------ - 3-nC•
<br /> 13 RE
<br /> Vk7RONG 5TFFI 5MAII C7HFOR`0 TO XTM A515-GF�1Dt CO FOR NO.5 AND LARSEP,AND FEDERAL WAY,WA 98063
<br /> AJ--TN A61 5•G1.1t E 40 P0K NO,4 ANO NG,•51/ALLFR,ExCF'T R`tNPCIRCtNG STEEL TO BE WE-DED 5. CEILI J5T NOT A-ACIIED TO PAPwLEL O..ITEP.ILO THRL151):F'4CE NAIL- 3-1 CC'_"MAC,CONFORM TO A5TM A70S. G CEILING$T A-TACHFD-0 PAPAL I FL RAFTF2(HF.FI.JOINT,:rACC t+NL_----_ TABLE 230$.2.$,1 (206)679-3268
<br /> FT
<br /> 14 5YLICS M COrMNLOV5 RE iFOR1"EMENT`C1R A CLA55'A'LAP 5FLCC FOR NOP%AA.L'A'ZI Gr1- COLLAR TIE TO F TRL5:PACT NAIL 3.1 OO
<br /> CONCRETE NrERf-r55 THAN 12'C`CONCRET E 5 MUCA'i 1 It LAP 5PUCS SHALL BE 46 B4K a, RAFTER OR ROOF RL55 TO Tr.'?PLATE,70FNN1-- ------•------- 3-1 OD
<br /> VinNCT`_25 AND SPICES IN ADJACENT BARS SMALL BE N0-1L45 THAN 5'-O'AP4RT.CLA55 VJ. PROF RAPTER5 TO is W E VALLEY OR-I1P KAri tRS,OR RGr1`RAFTERS TO 2'
<br /> L nF 5PLi=5 IALL BE 43 BAR DIAMt-tK5 SrLICt DON NUMB eAR5 IN 5PANDR115,SPADE P DCE BEAM:END HAIL - 2•I LD
<br /> 5tAM5,ETC.AS FOLLC%S.-TOP e,ARS A'MIC SPAN:5CITTON4 J\PrJ AT CENTERLINE AT 1 O.5TL0 TO STUD(NUT AT BRACES\MALL PAN\$):24.O.0 FACE NAI-^•-- 16J ~"
<br /> SL"FORT.LNLC`•5 NOTED OTHERV/15E.$YUCt5 IN M,P 5nALL BE I.5 Mf5hG5 LMD!. I BALD TO STUD AND:I V NG STUDS AT INr[RSCC7ING N'4L1 COP,Nl:RS(AT
<br /> tFYa
<br /> 15 RE NFOrVDNG.DOWELS.BO T5,AIXHn R5.5LEEVE5,ETC..TO bE EMDEDOED IN CONCRETE BRACED NFL DIt JZ* G'Mt FACE NAIL------- PAC'_-----•----- 16.)
<br /> 5M&L-?E T CD 5ECuRELY IN PC5rr ,or,B.,c-Kt v.Z NG CUNCKe u PER Act 316. 2.16 12.BOIL'OF iCADER DE TO 2'%r):TD:1:O.C.ton EWE.FAGS NAIL--- 4-6
<br /> E CO'+STRUCT=Ov JOINTS SHALL B!MADE ROUGH:J:D SUZPtiE FREE Or LWSE D.BR!5. I a,CONTwUC'US nUDER TO ST.,n;TO'NAIL------_- ----•_------ 4-80 Z DESIGN _
<br /> EN
<br /> CONCRETE Nr'3E ROUGMENC:CY t ND BLAST NG OR CHIPP NG'MF FM1TIPF SURFACF TO 14•TOP PLATE TO-OF PIPE: '7ND JOINTS:
<br /> NAIL,---- 1 CD
<br /> PP.000CE/-'DEEP DtrCRMATCN- 15.TOP PLATE T_'OP PLA-E.A-,ND JOINTS;PA$IfIE ENO.FfL'S 1=AR,N'.N 2t" -7
<br /> 17 RENAME ALL DEBPJ$FP.ON FORM5 5EFDKt(:AS111.G NJY CCNCKErC U'r----'--'---- 6 167 y �� l�
<br /> id 3-C'SMALL bS'nE N4xIMVr.'.4LLONE0 fREE FALL FOR CONCRETE 7O MORE CL050L"CONFORM 1 C.WALL*-1 P AT?TO 1ST,FAKIM E N SANS JST,OR ELOCFJM1G:NOT A-SPA"'-CD
<br /> TO 4ll 316.5.10. WALL PANELS:.I E'O.C.FACE NAIL-_---___-_--_.__..__.-.._-__.. 167
<br /> 17,BOTTU:1 PATE TO JST,MI,5T,SAND JST,OK BLOCKING A-DRAW NeLL �-
<br /> J C`J.'1S000AT'_CONCRETE PLACED It.FCIW5 i`.MFCMANICAI V15RATING EQUIPMENT PANELS:.V O.C.FACE NAIL----------------------- 2-J
<br /> 5LFPLDIIENi:BY HAND-5PADING.RiJ7UING OR-ATAFINS.U5t EGU'IAF.NT ANn Fittocm rP,Fg 15,5TL0 TO TOP OR BOTTOM PATE:TOtNA --• - 4-5D
<br /> FOR._015CLIDATICN Cf CONCRETE IN ACCCA'DANCE WITH THE RECOMNRNUED-PACT ICES OF -
<br /> ACI 30S TO 5JR TIC TYPE CF CCKC tt-t N.'J V<)UECT CONDITIONS. 2 TOP FL TE51. PLATE R STUn:'_VD NHL----FACE-NAIL--•� �-•- 2.1 GO
<br /> 20.NO tV000 5'REACER-AU f)%VFD.NO WOOD 5-At5 ALLOWED IN A;7 A5 TC DE CCII(CRE-ED. 2I TOP PLATES.�AT CORNET.ANC RJT AIL:F A IONS•FACE NAIL--- 2)GO
<br /> I.A'_L 5AN'CJ-ING 5nALL Bt UUNE AFTER INITIAL 5Er HAS OCCUP?ED TO AVOID TEARING OP, L I I"G*!BRALI T7 FA:'M tAC M'IA'E,FACE NAIL:FACE NAIL-- 2 OU SHEET DESCRIPTION
<br /> ` DAMAGE BYTr`_SwAMFD,BUT BEFORE INMAL5MR'NKINGM45OCCURRED. 22.WOPILIILATIIING10tACMBEAEIAG:FACENNL-------^--- 2t4: GENERAL CONSTRUCTION NOTES
<br /> 22.D?ILL TrROLGH STEEL OO,UM1•L.5cAV5 AND PATE TO PA55 CONTINUDJS REINPCRCING 23 W DFR-TAN S'6'$HE/'TMING TO EACH 6SARIVG:f4CE NAIL_..------ 3.6E
<br /> 22.A701TI-RUGHZi EL NC I' U 24.JOIST 1051L. Ur'LATE,O¢GIRDER:TCENA,------------•- 3.60
<br /> 0 J +PUCA5T OP TILT-P PANELS REQu RtU FOR U`r NG 51RE55:5 25'R M J5T.BAN 7 JST,OR DLOCFJNG'O TOP PLATE.51L.OR OTTER FRAMING:
<br /> 5M__5E:iUFTUED GY'H`CONTRA[TOP.. V O.C.1UtNAIL•---------•-------- ,,,- 1 THE NPORMNTIAN ON-MI5$CT Or CCR+SiROLT.ON-riMDOCJ 45 -5 145T ED TON N BASK
<br /> 2« PROvIr)F 2-N0.5X4'C'DIAGONAJ REIN;-ORCING AT MID DEPT.I OF 5LAy AT A_L KEEN T FN'1 25.I"X`e'SUBFLOCR OR LC.`A:•TO FACT F..7:FAO°HF1L------------- -0D UCS GN INTENT 4N7 FRAMING DE7A 5 TTEY AP.S IUr_`JO^S AS A CJN5T2UCTICl1 AID.NOT A STRUCTURAL
<br /> CORN_v"'PIC:AL. 2 SU35TiLTE FOR GENERAI.!Y ACC_PTtO GOOD BUILDING PRACTICE:>AND COP11FWNC`_VAN
<br /> 27.2'sJBPL•DO2 TG.5i OR GIRDER:PACE VA-------------- - 2•16D CLTRREN'CALIFORNIA STATE BUILDIN i OODF5'ME GEN'¢A_CONTPk=Ft LS P,ESFCIM1'551E FOP, NOTES &
<br /> 20,2'FLANF5LANK(P 1 MSA.M-`LOOP AND ROOF):EACH'SEARING.FACE NA._-- e'-T GD PROVIDING 5T;J4DARV CCN5T2L1CTICN UtIAIL5 AND EN5J'f A
<br /> 25-BLIILT UP GIRDERS AND BEAMS,r I IP,IBFR LAYERS:2='O.C.FACE NAIL TOP PROF�S510NAIIY FIN'!-'MrD,5-RUCTJPALLY 50JND,AND Lt'EAinFRPROCf COMPLETED PROJECT, ENGINEERING
<br /> FOUNDATIONS 45UT,:AAGGEREO UN OPP51D 5----------•-•--------- 200 2. TIE GENERAL COVTKACID'C ISR:5PONSIBLP`OR E`CSJRNG-M4-AL-ACJRF,AND
<br /> 3, L EDGER.STRIP 5L)PFORTINC 15T OR 2A`TMS:EACH J5T OR RAFTER.FACE CONS-FICTION MFF-S AL I O1RRfNT FEDERAL 5`AT`-COLT N-.AND LCCA_CODS.
<br /> NAIL -------•-•----------------•-----^^--- 3.160 CKDINATJCES.REGULA11UN5,t1C-Me5-C CCDtS A:t 7C 9t a1N50ERED PART Of TIC
<br /> I BOTTO`15 OF ALL FOJNCATON5 SMALL PF.F'.IFL.CMANGC5 V BO'OM UP 3 J06T TO BAND JO 5-OR R M JOIST:END NAIL---••••-------------- ;-I CD 5PECIFICIV ION5`0R TML5 Min 0 NG AND 5 4CUL'Bf,DiERED TO E%Tt,IT TI Er ARE`J
<br /> FOUNDATION ELEVATION 5�IA-L BE MACIt ALCURDING rC$TE'PE0 FOO'INS DETAIL 32 BRIW-ING OR BLCVJNG TO J5T.RAFTER,OR TRU55;fACI END.TUENAI'.- 2.60 VARIANCE OF THE rLAN.
<br /> ON ri-E TYPICAL DE-P.IL 5nEE' NAILS SPACY.'7 3. DINIFN5 Otis SIX I TAKE PvfCEVaJCE C.TR SCALE OP.1V IN G(DO NOT 5GS 7PAV,`NC--)
<br /> 2. A_L P-E CAF',.GRADE 13!M.EA.T!DSAN5 A OTTER FOO-IN55 5nALL P.F FORMED 33.NOOD 5TRUCrL I PANELS: 0 THE cNGINEt<nA5 NOT BEEN ENGAGED FOR CONS-ANr COr,51RW7TION 5LIPEP-VLSION Aln
<br /> UNL_5 SPECIFICALLY A?'P,OVED B'r Tr!EI.GINE6C OF RSCORD.FOUNDAT CN5 MAY 5LBFLOOR PCCF..INTMOK V2ALL 511LATIIING TO FRAMING G'O.C.AT CDGEJ A551!VIE5 NO RSPON5161L'TY FOR C0*T¢ULTICN rXe IRDt1,ATNG' GENERAL NOTES
<br /> r_CAiT IN NEAT EXCAVATiOIC,PPIUVILIED WKTTEN APPROVAL 15 OBTAINED AND r_'AND I�5$--- ---- 2'O.0 _ - __ _ R'
<br /> --`--'--'"-" RE:JPO`i"ileaJ T"FOR COASTFi1 TION MPANS.NET 4JU'. tL1'NIQ""TS`]S[M(�E�CR
<br /> hDO r ARF INC2Fx FO J"IN Y.tTJ'H.USE[X 12 PAVI;At EDUE OF E%CAI/4TION '%2i-+"--•••-•---- ------- INTEPJJEDIAT: C
<br /> TC'RCTECT.L;aNU VO;1'1G.Ac+zt.U[2 %'-I Ya"- SUPPORTS Lr'fF-C' P.00SCUP,FS.OR FCR SArETi PREC:.UTIONC•HNC PKCC.P.'J.45 IW CO`1NCCTCNJ WITH THE'KORK_ THESE PLANS ARE THE PROPERTY OF
<br /> _____.-__�_--_..-- T'IEFC;ARE NO WAKRANTIE5 AC"K A SPEOMC L 7t 50T-t:44r'OR MPUED IN TIE L5E OF THESE
<br /> --- A,T ALL 5UP:;Z,. INTERSTATE
<br /> 5. v.CRf.P!RFOR4IFD ON FOUNDATION 5nALL SE DONE IN PLCpP,pANCE WnH TrE COMD NA7:ON SUBrLOUk UNUtRLAYMtAT TO FRArvING P Ate CAPITAL CORPORATION
<br /> RE'DUIR_MtNT5 OF Tr=CJRREN7 Ca ,i"-I'------------------- ----- Y,a EPS SPAN5 AR! s, R=rtR TO PRCMI-ECT-RAL 5-fET5 FOR FI 0CP FLM5.LJ:'�tItICk UIVATION5. AN-1'ANTIOW AN- AND ARE LOANED SUBJECT TO THE
<br /> _ Ir A IWC-UP,FOUNDATION 15 UTILIZES.-ME COL JOINT BETWEEN-ME 1EXTCgJK )-Y I-i •--^-•-•---•---^---- OR MORE.TOP, DOOR 5¢E,5 AND TYP5. CONDITIONS THAT THEY ARE NOT TO
<br /> FOOTING AND 5LAD,CN.GRAD-5HUUlJ eE•CCATeO AT LEAST 4 INCHM ASOV= 34.'.V3EL SIO of TC'2AMING NAILING Of eRAC`D
<br /> ABBREVIATIONS I ADJATNT G2A.7f. IF T•115 L5 NnT D0"IE.A WATCRSTCP BL-rA'IZN'4-!TwO';JJR_ 12 OR 55-- "--'---"""--"- °%'L PAt U-5 Q2 BE COPIED,REPRODUCED,OR
<br /> 5HFL.Be'JScD. w- ------__ ---____ --•--- 5MI AR'xAtt5,SEE REDISTRIBUTED EITHER IN THEIR
<br /> AB.......... A`ICITOP,BOLT MI ........... A1A1EAelE IRON 2X Z C 2xI z PLAN. _ _ -_ _ __ ENTIRETY OR IN PART WITHOUT THEIR
<br /> Brno. ..- BSWEEN w)........._ NEIA, r I x6 WRITTEN PERMISSION,AND ARE NOT
<br /> CC ........,..CCNTC2TO CENTER FFDP.......PRE55LRF TREATED DOUGUISF-It T -d/y�y'�� WOOD DESIGN CRITERIA TO BE USED IN ANY WAY DETRIMENTAL
<br /> C.I ..... CONSTRUCT'ON JOINT F5L ....... PAKALLCL OTPAND ULMeEK i I 41nlrlr
<br /> cir ......... CONrP3L v- 290CFb,251'1N.2.0E J '1'_r-Til+ ' II TO THE BEST INTEREST OF THE
<br /> _R ....... AFAR . ....... Nor rO CCALE I WIC'rH+-2 COMPANY.
<br /> C,NC ... LONL1tt l C OM ........ OPFO3rE HAND
<br /> COVrIH ... COYINLCUS rC.-......... PIECE
<br /> C' F_COMFLE- P!NETRA'IC14 FP ...-..-.- PARTIAL F:NCTRATICN 501E BEARING tSCOp.i
<br /> DF..... .. DCJ0LA5PIK F'w'.......... PANELVJAL SHEARWAI I _OC'S
<br /> Di. D`A,O LOAD F.OVT) ....•. REDWOOD �
<br /> .. _
<br /> (C) ........... CXLST t:G SC-..._....5-IFAR CCM'NELTOR $C 201 b.1C1316�4.2015`1D5
<br /> ej ...- . EXPA`1510H.0 NT 5D5"9 .... 5EJ D>JUNG U�1APP NG 5CR1V
<br /> Er. ........... EDGE NAIL NG 5? ... 5TRIJ.-AURA.MY
<br /> Fe ......... FACE,OF BLcCK aPIEN .......51 RL_IURAL PLY EDG!NAILING
<br /> FC ......_. FAL2 0-CCNCiE-E 5TM Ft _..5P F`,
<br /> fF ......... Flt.Sn FLOOR 5T$C.IU: ... 51 AGGt±EU
<br /> Tt5 ......... -OF t BOTTOM
<br /> FS .......... FACE CA STUD TAG...-......-ONGUE A GROOVE
<br /> I�Im wm.A�Eaoa
<br /> FTG ........ FOOTING TN .......... "OE NA L
<br /> GA GALJG- rOP -OP OF FK INIING
<br /> G•e....-.. G_UED-LAMINAT!D P-FA4 T05.........-OF Or 51=tl.
<br /> HDP.... . ":4DTi U110. . UNLE55 NOTED OTrE2V05E MIS ANTOJITOS
<br /> 155 ....._ ns;n STPFNrT-I BOLT(A.325) VA........... NTM
<br /> HI .....-..... "_GILT wic !M'rtOLT
<br /> Jn .... L'e5T rAt+C.FP IS%IMONI WP ......... WURF,rU Y
<br /> LL ....... .. !.2!JAL; v.5 ........ \MOOD 5CR'01
<br /> S,f,RFW wN- WELDED 11Kf FABRIC
<br /> L5L .__... ::NtNA.1 tD$-PAND LUM .R B' C ....... CE4TERL'NE
<br /> 2325 Ft.3i0 M1•.155E i .__...... PLA-f 5TRUCTURAL INDEX 607 SE EVERGREEN MALL WY
<br /> LT O" .. ;HT v,_IGMT a NUMBER O`FCUNU5
<br /> LVI,......_ !401NATEDVEN__P.LULIDER, - ...... 500ARE SUITE#6B
<br /> 2G07b,2,t5N,I,AF POUND OR DIAPCI:R 5NI 5TRLC`-URA.`10'S AND 5PECINCAtION5 EVERETT,WA 98208
<br /> ...........
<br /> TAFR ....... MANIJFACMtit .:). ... CONTINJOUS WOOD IN 5ECTION 51-0 FOUNDATION FLAN©......... WOOD DYOCK NG 5_CTIL`N CITY O F E VE R E TT
<br /> �........ END OF WOnD PIECE � I i
<br /> GENERAL COMMENT REVIEWEv FOR PERMIT
<br /> '11_• Wr--.P_COMVIENDAT10N5.AND CONSIDCKATOI51NC'_UD`_D MtKEIN AR=OFl`tPtG�N'.00V PERMIT
<br /> FARM FCR CONFKACrOR iffER:NCE. rHL.f NCTF5 ARE Wr AI-INCLLSPIT AND DO NET.by ANY Revision Schedule
<br /> NIf,V15, NC Li ALL THE NFOKMATION NECE55QZ,'TO COVtt ALL ASPECTS OF THE CONSTRUCTION
<br /> C. 1nE5t kO1f5 ARE SUFERCEDED BY THE gN7RAfTORS tXPER!NCE.55T JL'7GEMENT, Revision Revision Description Revision Date
<br /> rRCJE
<br /> Numher
<br /> AND I.Y..AL ACC`PTABLF.BUILDING CODES-THE DRAv4NG5.LLU37 RAl l(7t+5.ANC OIFViPAMS
<br /> INt1LUh0 IN TM 5 PACI:AGE AR!FOR THE 0251GN OF-HE Wr LAIF,G AIND ARC TO BC L'500 IN
<br /> ('-:"ORDINATION 0'Tt WVRr-THE CONTRACTOR 5 RCJ'UW'IB2 r:x THE N-EGRITY DF ALL
<br /> Aj5tMBL LS AND AL'WORK IS TO CONFORM TO A "-fl)RE51MM NL CON5TRUCr CN
<br /> 5T.rNDn205.
<br /> 1110812022
<br /> o-. 22-038 0 2
<br /> 1:106
<br />
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