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<br /> 20"DEEP FLOOR TRL55 j�F���� 5��o.��� �
<br /> �k:sooA / =��;`._`
<br /> MATERIAL STREN6TH5 DI�frN510N LUNBF•R a a�"�8 o sJ
<br /> ��-IOcNAII � � � � oo4amo� .y
<br /> .� � � � I/4 � 5truc4..a!Steel fu= 3EA00 ps.L!A3h1 Dmer�sian I�,nber shcll be No.7 F1e^�.Fi�a eoyal for jolsts,bearre and neaders. YiaP. ��ao o W r }��
<br /> o I <6,�0 s.i.(A5�aoce E,!fo-s!r�c�ro D.bi•o, studs shcll be 5`�d bade SPf ar e uaL Treatea I�shnll te Nc.2 So�them Frs ar �o
<br /> P a =4aa6eoa o
<br /> 6-IOd NAIL ;' / 50A�ps I.!A;"12 goGz 59J fa wide Ilanye beans aqua� Spc�M1�g of t�.dgny fo�ic�st:sha I ro:exceed E'-0". Wood Imtels mL headers
<br /> shall kve o full I If1 lenoth oF t�oring at each end uniess nctes otherwise 7able a����.
<br /> s // *�I Reir�ocing S:eel Fy= 60,CJq�ps.�.(Ab15 craCe 6�; jois�s unde�pa•allel ptxtitions. All beam md w�� s rot�a-inc a s.qpvti�g meirbers
<br /> , � 2xb AT I6'O.G. I•I ��, I-l I/4 LV� / �'a�I sholl te Franec with 51mPsm 5trmy-Tie'�o�st ho�ers or eq'�ol Interior rvails tc hove
<br /> - . � FlSGIA BCAR7 / +�1 � �'� �x4 studs at IE'on center. Ezte•ior�wlls lo hwe 7x6 st�ds ot ib'cn cer,�e�. Mbad
<br /> (,b / Ga�crete F'c=C�ry�essive s7encth ir 78 dan
<br /> ' 2x TOP F Y;/POVCJER SIMP�.�ON ��� / I � 3,OOG ps.i.for foothys joists vAl��t�c�the fu'�I rv�d:��.o°s�pporti�✓�m�embers(stuE na I,bearr,e.c)v�less
<br /> 2'-0' DR�VEN fASffPC-R;AT 141610 HAN6ER F�6� / I I I 4p00 p,s I.Mless ro:ec otherwlse noted. Wood beams made of 2 or more 2x5 shall Lti bolted taye'��rr with 3/E'
<br /> 6LOLKI"b 9Y �6"OG.STA55ERED � aameter:ra9h fzlL a:2'-0'a center a�eeuivplen:sriikes.511 plotes ta be Wlkd �
<br /> TRll55 51PPLIER SOLI7 3�OGKIN6.ExTEN�17" DE516N LIVE LOADS tc Fomdation rvalls nith U2"d�areter anchor Vwlts at 4'-0'on cenkr maxirtun.Each sill —
<br /> PAST HAN6ER EAGH 51�� ��4�R�� Plate to have a minimm�of 7 oolts r�ith one Lv'��t laated nitr��,I�'of eah enc of eoch '
<br /> 1-�l4'0 TM�U-BO_T5 �!s 50 s.f. a�nd snon load �ece. Na�'lin tc be In accordmce with Teble 230�.91 of the IB.G. °
<br /> � Frer�w a-n�a rr+w;-crnrs P 9' P 9 N
<br /> (2-EAGH SIDEi Typiccl Fiaors SO ps.f. �
<br /> 0 SCGTION C1 S�GTION � SEGTION �'����G 9om�hrs�y�:tJ �u�vaovr��ks d
<br /> SS x�:3%�'`�"�� S�j SLh.E:3/4'=I'-0' c� SGA:E:3/4'=I'-0' DE516N LODES-LA1E5'EDITIONS LVL members ro:ec on dreHm�o-e Iminated ve�enr 6Rrber as mmu(actu•eC by the
<br /> Tnn-.b�:b�Neuerhaeuser.Ec�uivolert at conMactor's option.Sizes shov�n on plm ae
<br /> Interna[ionol euilCny Gcde atua�s¢e.Po=2,60G ps.i.,E=1,500pOG ps.i.
<br /> � Minewto 5tate fwlldinc Lode
<br /> Puner'u,on Ir�stiWte ol'r.eel Cv�struc;ion P5L WDOD F1Eh�ERS
<br /> � Amerieo�C.awete IretiGte o o y o
<br /> �,ly Wrzricon Wcldr�Societu Standerds for Weldrc�9 os modii�ed ty A.I�.G.sPecffiwtias F5L memVzrs wted on Mawin9s a�e paallel st�anc lumter as marolact,�ed b,the a
<br /> � �� � American Ir�iW!e of TVrcer Ca�stru,tion Trus-.bist bj Yieyerhoeosu. �uvcler�t ai ecntrac:or's ovtion. Sizes show�on Plm cre 6
<br /> � 2xE LEDC:k G0�7.Vb'2-—�� -5�p p,� Natlanl Desian 5peciFicatiaris for Stress-braded Lmroer cnd its Pas'.eniejs atua'�s¢e. Po=�,40G Ps i.,E=I(�DOp00 Ps.i. m ��` E
<br /> I/4 I � 7-5A6'STIFFEKf I/4'dx5'LEDGERLOK AT m
<br /> ` �
<br /> P 5 ALI6NED V'J F��: SOIL BEARIN6 DE516N VALUE ViG�G k00F TR'JSSES �� a �
<br /> i ib•o.c.(crn oN v�al snr�s) 5���+, � w � 6 o a
<br /> � GiANNEL F�AN6:5 FOk BEA�M � I
<br /> � � ipro psf.m udls!urbed wll a wrrpocted fill far foatinys. Luirber fa wod reof Vn�s shaP be�cecordorce wi:F the marufacWru's
<br /> � 7� � Beariny value tc be verified ty a geotecMical er�inee�. recam�endatlore. Trusses shall be desiynec for a toP chora wPervrposed Icaa of 4',
<br /> I-"I I/4 LVL / � � � I-'I I/4 LV� ps f.and a kw:tan cf�d bad of 10 ps'.or as 15ted m the trrovfias.SAmIt cerNfied
<br /> FASLIA BGAR� / �y.�1 � 0 fASGIA BGAR7 j LOORD�NATIDN•ARGMITELTLRAL,MEGHANIGAL AND E�:EGTFtIGA:ITEMS co�,culotiare rvith shop darnys. �ain9 of roof tnnses�ha;l rot exceecl�4'on center.
<br /> / / � I / I ONE BEARIN6 STUD irvss conflg,rotlon,pitch,werha�,ecc.vwli be ird�ccted oc the architecGral d�owinos. V
<br /> W F����` Locatiori dmensiore ond de�ails of recesses ressioris, en s ad m ent Frodde Fde-Wuse�,h: ks,_ -dow�trussef as re uired ano desl ned ta � � �o c
<br /> i i �'� I ��r,�FOR e�o�+ �P aP "5 �i P'" 9 �J°C `�P-d a 9
<br /> / FASTENER AT 12'O.L. ts sha'�I be verifieo reFerence k arcnitectua�,mechmiccl ad elect�ical or[all er osed loaos. Frovide metal han mchas ct tnss beori�c t� Z
<br /> � 1 J STEEL BEAM AT 51M �°r � SWP wP � '^9 +� �'T
<br /> -� / LRll2E HANGER 0�EEAkIN6 STUD aanings. mecYmica��.h fas[en tru�s to teo-v✓�wall a wpportnc mernber.&idoi^�,and braing of �� '�_.��
<br /> MU POWDER DRiVEN
<br /> I/4'END I�YL' t•u�s corr�pression memk�rs,shnll be instnlled in accorcla�ce rvith the truss mm,facArer� �-
<br /> PASTEI�R A7 12'O.G. :+L �s�-
<br /> 2-°/4'0 iliRU-BP.TS TEM°ORARY BRA.GI�15 oesicp ma dlrectiaris.No f'�eld modlficatiors nill be a:lared rvlthout the rv•iNe�c�proval a g_�`^"�
<br /> o!the trvss moyAactu�er_7nns mw�ufacq,rer shali provide metai hangers wnere � � "„C C
<br /> Provtde temQortr�lateral suppert fv a'I rvolk�nfil nall:ae odecivately traced by fbor neceswry. �L' � � "
<br /> 4� rj��iT��� �`,�1 �j��iT I�N �1 e���i-r l O� a�oo!s.rucGxe.Provide required temporay trainy!or sWcGra'steel unti ��=.�L -
<br /> S5 SGALE:9/�"�I'-0' c�.� �G.A'=�3,'�'=I'-0' �c� SGP'�L 3/4'=I'-0' permment brai�o orA walls ve F Ploce. KOOD FLOGR TRUSSES
<br /> OFENIN65 Luml�er fa nood floor t�usses sha''�I m accardmce with the mvuFa,Wrer's �
<br /> reconrc�endat�ors. Floor tn,:ses sFall t�desi�ed eo support,�m od�ition to deod loax, T
<br /> Verify size md locatian o'all openi�ys ni�achi[ecGwcl md necho•.�wl hani���. Che Ilve loo�:listed above or edicated on the mav�inys. Floor Gvsses�all have a 1
<br /> I I c�g p�FpR�p�� Ope^�ir�in floa Q�d rocf rot s�wr�n on s!�uc:ura!6awi�s mnt be placed I�tr,een minimum live loac dellection uiteria cf L/4BC.Desgn!rvsses�a top cho-c beair�o-
<br /> � sWcGrcl mercben.The contrxtor sMll provide sleeves tkayh cowete sldn,joists tct:om cYarC l�ari�y a sho�an on t�e drawi�s or details.No atlno,notchiny,a
<br /> I I emd t�arns for all Plurbir�.�e,a rehfcrcir�y os rec�ueeG to provide caerete covu modificatian of fioor trusses will be allovied witha�t the maufccG.rer's rvi:�en c�rrova.
<br /> GLLk t NAI�R�F I I 3/8'.5 I/2x'�2 BPSE i� �P��F� Ia re�Facmo.
<br /> 54EA�}iING TO 2x I I �YV 7-I/2'0 hl�ll-BJ�TS x4x3-0'DOV�L AT �5:A9 1 REINF. 5hanit cvtNied cala'lations ni:h tlie shop n'awinos, Prcvide 9rder Wsses,hender
<br /> Dq1B��E TOP f� � 24'OL.(I'-b'EPLH LE6) � FOOTIN65 beons,etc.as required to frane openirys. Install tria9in9 as req�ired Ly the truss
<br /> I I / 5 I/2 LVL BLOGKIN6.GLUE! � manAabrer.Truss mor}acd.r�snal'prwlae me!a�hmyers riFere req�Ped.
<br /> � ! �NAf�i 0 SF�ATHIN6 . Wall foo: o�e casbn lace caere;e W�h conCruws reinfacmo laced 3'cle�d o
<br /> �x eoroM F '"3= 7 P co�ca��cov��oN a�i�oku!�
<br /> •
<br /> 3/B'z',I/7"zl5'TOP R � ,�{ Mttan ond s�,des. Provide 40 dianeter lap at al��.splices md full cross:g Ic�at � w
<br /> YU 4-3/8'Ox3"LA6 SLREN ° /,� '�1 cam,r�mc ntefseciiars.Ihless othefriise w;eC,no'J footuios ae centered under walls Fcotrys 3'clear bottom ad sides Q � m
<br /> � \�\ii.,I o� � md colum Foo:ims u�der columre. Footinq elevations shown on plm are to top of Yv�lls I I;�'cle�i^side face H� N N
<br /> �� �" �'VOID FORM footirg. Footircjs for wclls,un�ess o'herwise roted,sha'�.ce 10"thek Nith c minimvn Sruchnal 51abs I In'tlear kwttom Q p w �
<br /> �\ pc jection ol 4'ex side nNh 7-p4 contln.eus. 5 1 d�cn&aae G e n t e r rem foreny in s l a b �C� �
<br /> a°a N °
<br /> Hh4xaz3/ib SLABS°^64ADE =z o '�
<br /> z w
<br /> SEE RAN FOR AI;slabs an qode,�nless o.��ernise.roted,sha'�I be 4'thick w'th bxb-%14xWIAVWff �� � x
<br /> 2��� �%��'- cen,ered n slab.All stair slabs on 9rade,unless otherwise roted,shall be 4'ttick nith � � w
<br /> F��T�5 bx6iY14zWi.4 VWE centereG in slab.
<br /> �1 �g� SEGTION �1 SEGTION Pa�ocoNc�vuus �
<br /> 55 sca�:i in•=r-0• g� Scn�:eia�,p-o• �� scae�3ia,_,�-0.
<br /> lhless othemise roted on plans u section5,reinforce poured ecrcrete rwl�s nim�5
<br /> verticoL at 3a on center ir.side fo;z o-�d h ho�imntcls at 24°on center i�5de fcce.
<br /> Rovide�5 x 4'-0"(2'-0"each ley)corner ba-s ct 24'on center,horizan[al reinfacmy,
<br /> 7z4 LE'�5°R YL'I-I/4'Gx9 5!B' ot corner ol wall Hifh 3-5 vertical supPort kw-=. AI��rvcll oFc�irvj:layer t4m 12'sFri'J
<br /> . _ LED6�RLOK A'16'O.G. hove 2-y:oll siaes of openinys. 6etenc reintaci%7'-0"L�yad eoch edyc of
<br /> L5TAI5 STRPP (LENTCR ON ViALL SNJS) 3-?.i�LVL FLU�}' ��'i^�� W �
<br /> ' AT EALH TRU55 SiMF�..ON AA STRJG1UkAL STffL = Q N
<br /> 7x8 LED6ER NV Z-I/4"dz3 5/b' � FRAMIN6 ANGLE Z Z z
<br /> LEJ6�LOK Ai Ib'O.G. 2z BLOGKING A"�.svxt�ral s:eel st�ll be desic�ned:ta�✓icated and erected cccardiry to the A�nericun a
<br /> ' � (GENTER ON YV�LL 5ND5) �AT�2'O.G. InstiWte of 5teel CorisGuction(AJS.L.)stmaad specif�cotia�. 5tn:cG���cl steel supolier � � �
<br /> I ehall s�'�,;oll ccp ob:es,bearnc a5serrblies,base plctes,stiHenen,splices, w � �
<br /> , comectims and shall desim same Mless roted on drarvir�s. Ali weldirt�Shall be ebne m m o
<br /> usir�fhe shielaec cre Process usmrj E70 electrodes h accorGonce wlth t��e rules of the —� N
<br /> �_q i�������� Amerirm Weldny Soi�etu(AY�S)SGuctual V+eldiny Lode. All welaers s�oll be certdied
<br /> I ' usir�y the rvles of the Americm YieiG�my Societ�.
<br /> �m� ��rRuss in•c n�eo�rs
<br /> AT 2t'pG. 2-Klhb SMJS YU AT Ib'O.G.(2 MINIMJM)
<br /> I � I-2xb BO'.R I I t-BRb 5ND
<br /> �*R�55 HAN6ER EY� I � I I EAG151D?
<br /> ,ar aa�o.c. �ss s�i� i i i STRUCTURAL
<br /> i �wiruowr�woN i i , DETAILS 8 NOTES
<br /> �� ee�°N° �-"r�
<br /> �o S�GTION �'1 SEGTION
<br /> ss sc,n,_3�<•:r-o� ss scr�e:�,a�=r-o• S 5
<br /> � �5
<br /> 13 7<
<br /> 2013-01052 ! 2690 Caroline Ave
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