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<br />llml N� 7" P .,�% �,t4 X54 A0
<br />A I 61"M
<br />W E 14 9: TIA L A I MAY I UTSM. M I to , A K. 1-0
<br />gQpg All condibons, nnaterla�s and constructon shall conforrn to, the code specMed in die DESIGN CRUIRR, cr
<br />other codes requlred bv the gmaudng jurldition,
<br />FROMMIENJ Through maintenance and" cuses but pnactices, provide., a bWAdg emelope that vvii! preserve
<br />the inte"
<br />grity Of the stn-icture througholut it's lifetirne.
<br />]EIET91B2121 Nkfy BuHdng Cnpartrron"L for by local jurisdiction,
<br />SUMS Sewl;ng capacill-y,' o'," soll shall be per DES13N CRTITERlA or grealter, Footing shall bear on sciiid undisturbed
<br />level soll deaNd of any, organic material and below hAkald has Hne,
<br />0ZNM riNVC Owl casist of predominately VVefl-Graded, grani.flar soil, free of or,,,j�,:.inic material and
<br />clebri. FM skud be pAced in imaxirriurn 9' !oose lifts and compacted to a rninimum of 95 percent
<br />of he rna"drnum density at optimum Molshwe Contem, delp-rioined by ASTM D-11-55-57 testprocedures,
<br />BACKF&Lshall be hoe dralnTig and w1houtarganic materlail and debMs from one ofthe follcivving sod
<br />classes SINI-5c, SIM, SIP, SW, (3C, GNill, GP,, and GA,1.
<br />Extendfonitigs bo undistiarbed bearing sod, Do no-tbackfld undl all
<br />sibs and/or horizoritz-fl claphragms are COPStrUCted, other�,�,Ise provide i:einpora-ry bracing to resistinovement,
<br />Thus ski be no rriaGne connpaction on Ne ratalnMg side of Is sVulme For a dll,,tanCz-.� e1,.iL1iVal0nt to 2/3rds
<br />Is amill height,
<br />See applicable detail(s):
<br />jQ110allill 181ALIT 1q)QqQ!q:Q Exisdng fouildation, verifyfooting anclstern,
<br />See applicable de-'�ail(s): REEM
<br />FP%7LAA-Ti'1,85 Use piresswe treated 2x Nates u,na, Embed andwr bols at iecist 71 (expansion anchors
<br />4"). Use 3,"x3"0,229" washers, There shall be a mininIUM of IVV0 b0its Der piece spaced not more than 6
<br />ipi -)c.ated n, 1 12" or less than 4" from each end of each p9ce,
<br />leet c� art, w'Itii one bolt Ic ot more tha�
<br />C = 3000 psi niinimurn for enviienmental exposure ('2500 psi used in strUdWrai design, o,
<br />unless greater psi indicata.d ori the plans). 5 1/2 sarcks of cement per, cubic yard of co.nicrete and a maxinnu-n
<br />of 6 gallons of water per 94 11) sack of cernerrt, ivlaximum Nump 4 0 Segegadon of materials shad be
<br />prevented through proper handling and placement,
<br />RUE 44 bars and larc
<br />jer shad be 0ade 60 clefari-ned bars, and #3 bars, shad
<br />Gode 40 (u,n,ol in accondarice vAh ASTI A%15, Lap splices 32 bar dian,)eteers u.ri.o, IvVeldecl
<br />?�ire fabric shall ccnfornn, to ASTM and shaH be 50 - W1,,1-,xVV1,4. Lap one full mash atsplices,
<br />CIZAR COVER 3" ck when cast against Earth and 2" cir ini,-id o6ier locations, u,n,o.
<br />See applicable. cletail(s): Ra
<br />;r-y0;0T.`T.'Nr,3 7DRFA1iNPVi3-E Footinng dotage per 50ding Cocie section� 11180IT2 & Residleritial Code section
<br />114011�
<br />TYCKM FRA100 in contact vAth concrete or ,)r exposed to weather, shad be pressure treated.
<br />Nurnbers in parenthesis, IE refer to co-i-responding engines, ing calciliations.
<br />Fasteners, Mckding mos arichvashers, and connectors in contz-,Ict
<br />b Q treat
<br />y W I I bloc I ed vvnrod shall be hot -dipped zinc -coated g-alv'a-nized,
<br />F�CEPT,MN: Plain caton steel fasteners. incksding nut and ,,varshers, in -5,5X/DCFF end ziric borate
<br />preservative treated woocHn an interior,, dry environment shad be permitted.
<br />007) WNW0 =015Z so d rnet the follc)�,Ving mil1inlUrri graclas (nnaJ conforn-dng to "VV\A1PA GIRRADING
<br />RULES F-OPR 'AIESTER.N LlJl11FER"7 latest edition:
<br />nlo� 4,
<br />6x and vvhar
<br />[TAII
<br />41-y"
<br />DF#2
<br />2x I D a nd g re ater,
<br />DF?2
<br />2x 8 and srrial!er
<br />HF*2
<br />2x.
<br />HF#2
<br />0VZ14RANWM; LhAess nost otherMse by truss cwe&ame with, 2,\,,,,', rafloars (:2) 24" oc.
<br />ar-',�o ,,vide fa,,ze,
<br />Post clown "120 1P 48" oc, staggered. Brace posts over 6-0�� Llzdl perpericliculL
<br />VVALLFTWO4213 So SE&EINg Etas shad be 21,x sti,-ids a-, rnax kvith, cloub!e 2x top Jate, and 2x base
<br />plate fexberiorvyalls shall be 20 TP,,O, b, shal be 2X14 LIJI,0.),
<br />8,10-ck all sup;,),,Dr1-,s solid to the found-,ation.
<br />See cippl,-able B111-415 TP1115
<br />ERAT4 FTN�MMRZR Ad-0`,A,1F)bN bearn perietra doi is shad be Rode i n the nildidie third of tihE span and to
<br />rnWdle %nd of Is cleph. CoAxt d4s c0ce for anNy� penetration OUtsidethe allov,�lable area�
<br />See aWlicabh cletaKk BF POF
<br />g\
<br />V
<br />-AWN wrV3 IJ Ir, 1"'Arj '!r_% F% -1 A 7-11 0,111,
<br />ITF 14 M"
<br />44, a th 1"Iya All,
<br />%x C Im C MAN 0) 1 �"I,, "l,
<br />Sol meet he pedmmarice standards of th,-�! "APA" DOC PSI and PS2 for weir
<br />intended apoicalJon (group 5 spec�,�Fss not, allowed),
<br />SHEA RWYAILLS are indtated on he pins with a bold dahed he and labeled SV�.', The fodowinng ieUter
<br />des!�gnatinr,, refe�rs to the Sheamyall Wedulds SHEAR FLOAAV CONNECTIOf,,15 -,' SPACRNIG table, and he
<br />number dedgnadon re�ers to the WALL SKEATSENG table. Muldoe combinations of letter and number
<br />deslgnatir-�n,�; ma�y be present, Wall line iinurnlners� sho�,,Vni in.skde triangles, refer to corruporidling
<br />engiroering 0cukdons,
<br />At,'�:)ch rzated sheathing 1,irid�cated belovv5) to 2x i-nin STUDS spaced no rnore. than Lkn.O. SEE'
<br />Shearwal Scheclule for rnkkown hidnas and fasteners (tildmess at point of fas,]:ened ecigges governs
<br />shear values). All pand ecles shall be blocked, IMH indamediate su,,pporLs @ 12'�oc, Do, not penetrzite
<br />riell-5, Past flLlSi1 irSt@J sq-uash blodo under -the ends of aN sheanvalls where the franning belo�,,,i does not
<br />provide full beallng, Construcit cripple was same as he shear"o,"ail above, and-1 ,�able-ends same as No
<br />shear-,.,vall
<br />Rated Anathing:
<br />�1116" 0SES, rated vvith a 24,115 span radrig,
<br />11" CD wi-th a 3116 spin red,
<br />See applicable 6---flcail(s): SVAfE
<br />C F DDA PHRLA 04 lm,>tall eidier 0SB or CD sheathing:
<br />7 116" f3SB rated sheathhg with a 2116 spn rathg;
<br />pan,e] clips required �,vheri spa,,cing is greater dhan,
<br />1/21' CD rated sNealhg w1h a Q16 span ratirig.
<br />Use 8' x 1 panels vilth long dimension pe rpe ndic Lila r across supporting hamQ Staggerpanel rm,,;s
<br />hat the kxig dimentom 011 aH boundarks and supported edg:es, �,vfth 8d @ 5"oc ;.,,rd interior supports, with
<br />8d (gp -1276c, blocking nat require,,,-! u,n.o,
<br />RAOTq5F Ve 1 instal M111117,11-im
<br />23/32" rated SWIFfoor T�AG \,vit`lh, a 22-11oc span rating
<br />Use 9' x zV panels ��Jth long dimension perpendicul-ar acin s supporting f'raming, Stagger panel rows half
<br />the long climensio.n. Glue and nail all boundaries and supported edges �,..,vlth 10d (g--) 6",x and interior
<br />\,%Ith 10d 9� :1.2" oc� Nocking no-, requ;ired
<br />CJg11CTQB5 Dialilwagms shaH be naHed conthNous"I"', to drag Struts, Clrcag trusses, arld other coliect-or
<br />elei,nents at' oundary spacing, u,n,o.
<br />ar"d fasteners shaH be per CODE Table 224ATI uxi,o. The syrnbol, indicat2s a 1-ardware
<br />-mg-Tie Catalog Hardvawe \AJth equivilent cv greater capacities
<br />connector frorn loot currelf Simps on ��-7bc
<br />F F L I ["%��t - -- e a�
<br />Jr, xa rn� - yo,
<br />irorn other r-'I'a�," be d'. e, Lis -icanuseUSPIEWSpe ,�atic,; ..hoittomal, .1
<br />install per the nnanufaCtLlreV instrucdons,
<br />Fasteners and harc,"vvare in contadt prewure treated �vuod shad be hoodlioped zhoco�at,-edl galvanized,
<br />flAILS AH naHs shall be"S'r.andard Common" size par the latestedition oFthe Niadmial Design Specificatiorl
<br />-F,O,-r 7A!ooci contruction, (NDDS) u,ri,o,
<br />6 ee
<br />he HOLDOVJ"iN S0HEDLJ,,LE,
<br />See applicalbie detadlt,,,5)� EiDl NN �4rD,-,C
<br />-67 CA, P'S Pirovide a. post on issolate d coki. rnns do t mot newly nnatchz:�s d-ie a CtUZI 1 marnber sizefs)
<br />U.%N,0, Each connection shall have a minimum of (3)10d to the post and (3)10cl to the beam,
<br />Model ni-Mbers VVil be SpefflE)d CiI the plans for conditions tha,',, require mxe Unn mhumun
<br />capaclty, c)II-herwise see 1012CTIRDYNTIS, V%!hen a hanger is not specifled on the plansj use any slze. specific
<br />modei nurnber"that RA that member. hosys use AUNX ,NAITLING, Hlanger to rnatch member ske, Nottlng or
<br />sNnriri-iing of lbearn not allowed unkss spedled.
<br />306TEESATETV Sound Stactural Solutions Dx has not been retained or compensated to prodde deign
<br />and/or construdon mdew servi,ces related to the contractor's safEPy PZ-eC&�U'50t�S 0rt.0 rreans, methcads,
<br />techniquas, seLq,,i,,ienceS Or PI`OCEI�C]Uru the c�,.,,rituac:.Ior Zc) perform their work, The undertaking ,,)�perlodk to
<br />All by the El`,,,G.TNEER shall not be construed as supendfai of achal comtmction and nct' mal<:e h4o respc)nsible
<br />for pralding a saffe piace 1"orthca performance of v,�ork ID\,r, the cointractor, s,,,ibcor0tractors, suppliers orthel
<br />ernoopes, or for access, visits, use vo/cirk,. travel, ,orc-,,"-c1Jpanc-y any persor),
<br />QTAMMM EAQ19A nleSe dWWWgS aM Calculations are -the intellectual Pr-,)Psrb;,` Of SOUnd StrUCtUrd!
<br />sc,ludons 'fnc,.� These dmwMgs may not be ised in whole or A pas by any persc)n wiirhout pern-ilssion of Sound
<br />Soluums Iric,
<br />I ISCE11J,�,iN The contactor shall verify dmensbns, and condlitions a' , job si Its, The co'n"ibractor shall
<br />provide temporary brachig as required LmUl ad pernwriont connections and stiffenings have been instaded,
<br />Do not scale dra,,,vings, P�-e-falbrjcated itemzs to be han'disd a nd inistail� d per
<br />�S V R J " it A� F.-
<br />OR
<br />6'sR 1 17
<br />N
<br />LV tO, T�", I Z�!)- %.0 C no Lk'%J 15.,;
<br />Notes apply as calle�d out intable belo�,v.
<br />1 Andior bols embedded at Nast 7� or expansion alichors embedded" al, least 4", Seede-Lail SIVA,:rs,
<br />2 #MASAP can be installed instead oi` sill boits vQh washers. When reialacing %"0 sill bodcs use 7- 10dxll/2'1
<br />nalls (nTIML&V nailing) and when relalacing 5,,�1'0, sili bclts us!e TIOWS" nNh (maximurn King),
<br />3 See detail 51017 Connallons vary dependinig on oondition, 3a SkStitUtS 16d We nth @ V%c Qw 031
<br />4 See, chatad SMIRL Latter designations a, b, St c refer to specific conciltions, For gal-,)je-erld roof
<br />corinections, see detall SVIAIR
<br />S See- detoll SIVVEIN
<br />6 Abiff*Jng panel edges require -a 2-2x, (larrninadoin connection same as WALL SASE PLATE), 3x, or, grearer -stud,
<br />3 The phte vashar shed extend to WOn 1;`2" of the edge, oFthe bottorn tinat receives the sheadhirlg, or rini,
<br />,�ft,t douLAe-sidej shearv,,?ails, stagger on both piat-e edgu�
<br />E ow �r H1.,`,,!'%,,`1 G
<br />SHIEMPt FLOIIA COPAPACTIM43 ,i SPACB-NIG
<br />Gomm N" 14 �,,W- Z)A, V
<br />F I C) C.i T C,)
<br />SILL-]FO, - ROO&TO - I I AUL SAS E 005,71" 11"'.41-1- C A 1 L �-ff:�AP I E DG, E
<br />51L kNALL'
<br />FOUNDATIOIN 1, 2 WAIL 4 3 o urf,
<br />w U I ril "Q
<br />3
<br />,=A_1
<br />1z
<br />60"oc or 11
<br />G`oc
<br />I D P 7`16 8c, �,�v 3"oc
<br />-i� oc 35"oc 4,",)
<br />Q
<br />�-'b"C,l Ca 2,411oc or #�A�i 5 6`0
<br />U� JLJ �9-)
<br />M qx 4 C;c M
<br />12 a nbc mi
<br />LL- E� al, -J
<br />I Deepen the fcamdation as needed to provide In reaked ho�clo,,vn errbedment ON the foundadon
<br />See :Detai! N'HNFE
<br />2 Faisten trol the encil fiarning nnennbers of tl-,e shear-vvall, u�r.i�o�
<br />3 FOIUNiD�ATION ANCHOR nay be extemid with threaded rod and coupler as requWed,
<br />f,_ CtL r ., -,
<br />4 Provide die rninin-mrm embedment and edge dhtarices specifled LrV the manu 9 lns�
<br />5 Z umi,o,
<br />to (2,,� 2 studs; mininnum (1amlnat1c,),n. connection same. as �NALL SASE P[2,TE,,,, stagget
<br />6 See de�,ail M'D;N�l for instaflatinri.
<br />l-1OU-X0'%PVl`,,,l / 571,AP FOuliNDA 1 5, 1
<br />F A S T E N EIR S; 5 1, 3 , ? Q2! 6 00 N1 N", ENTS
<br />ir 8-5�, 52.5 20 - #5D`,--i/4x2'V2
<br /># S, E3-,bx2 J,, 4x6 ,Vlln, f-losl� -,U,N,O,
<br />U 9
<br />TM ran M M q- MM W, q IMMM "M 0
<br />h ,Q a-4 '14
<br />m�4 'i , "
<br />% I , w- 66 M J
<br />4 Nml "11 J,
<br />L &Z J '7� 0"N
<br />These phns a r e organized so that more deniled or speciflic infforrriaidon is found in the, same
<br />�,�\iay by follov,��,ing 1,11he diret,:Tdoni sho,,\In belo�i\;�
<br />GENERAL ST RUCTURAL R�N10TE'S
<br />5
<br />C SCHEEDULES, DETA15 and PL;N5 011 often refer to GENERAL 5-F,7,1U-CTiUR-,AL NOTES fi)r more
<br />specific inkrioadon.
<br />S. C. i.H E,"D L, L ES
<br />-ffl'DETATLS
<br />and PLANS �vJll orten refer to CENERAL STR'LICTUIRAL. NOTES and SCYEEXLES
<br />I
<br />for rnore
<br />I
<br />L.1 sPe'l' c
<br />%7=05;
<br />QLANS MH often refer to CENERAL STRUCTURAL NOTES, SCHEDULES and DETAILS
<br />Tor rnor-e.,
<br />S ee the SY11V! 50L a s �,�,,,e I I a s A SRITVILA 7TN)`M5 A hZD A MS
<br />r a dd it, o na 1
<br />infornizition used on the PLANS, The tenn, 7YPICAL (or IYP),, used vVith a detall
<br />cadout or note,
<br />plan
<br />indicates thattre l.'r,,forniation specifled shadl apply all similar conclitions,
<br />I IN A
<br />JF KOL/ H,41, [15 AN Y 051; 01� 'L� CB�,,11:5, COII'VITA, CT T-F-4 Y"!
<br />We can be reached imrned�znitely by phone-, (4,25) 778-1023
<br />1, co,
<br />For less presss�ng quesbons, email US: rn
<br />Please 1-ielp us get W your Plans 1by having Ns job number handy;
<br />!;2W5003
<br />-0 "'.4 ilk
<br />I ALil Af N N
<br />I J, '
<br />m 1114 AIR- k11-14
<br />AW! AEOVE ES, EACIH SIDE O�C.
<br />O,,\] CEf\7 ER
<br />A � 31, ,-1J,1CHC,F1, B'C)LT Ell EACH ?MY RT.
<br />PRESS URE TRE,,',1TED
<br />SELOvV EA EAC11-1 RIEINF
<br />R EIINF ORCE IM ENT
<br />BLK BLOCK E N, EDGE NAILING RIEQD
<br />�REQUIRED,
<br />BL11111 8LC)Q111Ck1`1lG ED! BE D EPABEDRIENT SCHED
<br />SCHEDULE
<br />B, M BOUNDARY NIAILI'iNG EXIST EXIS TINNG SRI
<br />01- I'Uk-Rl
<br />STM BOTTOM FDN FOUNDATION STE)
<br />STA14DARED
<br />SRG FE-ARIP-Z Fl-R, FL0011R, STRUCT
<br />STRU�C71-IRAL
<br />STVv'N S E T �J',,E E N FRMG FRAMMG S W
<br />S HEARV�IALL
<br />CLR CLEAR FTG FOOTIFNIG T 17 U
<br />THROUGrl
<br />Cl : T i,-OLLECTOR G,T, G! R 1) E R T FR US S TV?
<br />TYPICAL
<br />CONIC C 0 NC, LR E - F E GIR G RA D E U, N, 0,
<br />UNLESS NOTED
<br />CO3",1N CO,,NiNECTION HORE2 l-l0`RJZ0Nr1AL
<br />OTHERVV'11-3 E
<br />CONT (',0,NT1llU0US MAX '1\1AX11J\11-JNl VERT
<br />VERITICAL
<br />CTR CE,,\1TE,-1R1 MFG MASUFACTURED VV/
<br />081 DOUBLE M IN 11`11NIINIUM w/a
<br />WITH
<br />VVFTHOUT
<br />E)ET DETAlL 0/ 0 V EIR WA,"l,', F,
<br />VVELDEE) WIRE FABR11C
<br />EE. EACH END oc ON CENTER
<br />T11TIV, In 0-1111 N-151 R,
<br />U 1: to! lb N KI 1, KIA
<br />GaverNng QN0 15 113C Rik Ckegory U
<br />),a 'I Data
<br />opmyraphic Factor
<br />1.00
<br />lall-m p)
<br />SehrIc knoortance Factor -Te Sekmk Force Resisting Systeii �Table 12.2-1:
<br />A-15
<br />JLflV, Le
<br />Site Classfflcation -erai
<br />2OiO t f-orce Pro�ed,.x-,
<br />Shot Period Acceleraitla% S, JIL61 Response ii'�,lodifllcadon ""acibar'. RZI A -J Trans�.,erse
<br />lGewnd Aaeieradonr z�.J
<br />twiriw
<br />im-1 c ae "�gn 0--�tegory JSelsrn�c Response Coe�,:�lcieintl C, 0,129 Trarsverse,
<br />�:o 0 841 1 0 -129 Lo r, �tu d i n a I
<br />=77
<br />r) plymic Sase Shear
<br />duo,
<br />-)S
<br />Gwvky Load
<br />Ro, af-'a loads are Ps�-
<br />coad Lke S rovv
<br />-ers,
<br />,,,Pitchas > 8: 12 :20 011 25
<br />bads are psf
<br />nov"
<br />12, 40 0
<br />loadsarc psf
<br />De a d LN;E 'E" I, o k V
<br />Jolts 26 60 25
<br />N o e,-,, a, p p i,,7, as ca 11 e d ou t i i-,, ta b 1 a a b ove,
<br />Qjw-s it sawn lumber or wood Fjoists,
<br />5 loists of savv�n lurnb'er or �Vood 1±15mom
<br />SOD Dat"a
<br />L
<br />Ll 1 ' -00' -2f
<br />5 S S W M, I U:
<br />0006003
<br />Project Name;
<br />I
<br />1512 Maple St
<br />cmmer:
<br />L,matlhlarm FIristol"'!
<br />Prp�lec�t Location:
<br />1,312 mapile Str
<br />Everett, MAI
<br />0-shn Prof s'sioriial�
<br />Q! r
<br />N " Unes
<br />All
<br />. N 01
<br />I0
<br />W
<br />E1- A, A4
<br />r-- r 41
<br />N-
<br />R I'l
<br />21
<br />=M I Z
<br />LU
<br />'P, Al '14"Wkp
<br />W , smov,
<br />AIR
<br />S
<br />low %
<br />9-1 MEW
<br />Jgil g
<br />M,
<br />AMIDST', I
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<br />C7lRIRGIIN DAITE: 9/22,12020
<br />REVISED: 110161202-0
<br />S
<br />M,
<br />INN
<br />0
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