HomeMy WebLinkAbout111 E 3rd Street VW:'
,; GENERAL STIUCTURAL NOTR9 •
Masonry veneer
ilip Design A. Use fired clay units of 3 1/2` w 7 1/2" a 2 1/2" conforming to applicable
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., A. 1•S2 Uniformbuilding Code and Standards. sections fn Chapters 2i and 30 of the UBC Standards.
i,,, , 1. Snow Loads 25 psi, application per Snow Lod Anal iia for washin r ane S. Plotter shall be '.'ype "5" per UEC Standards 24-20 and ASTM C270, and have an
Section 2305'dl, Uniform Building C f c 1500 psi minimum.
rQ1J C. Anchor ties shall be corrasion retistalt and if .wade of sheet metal , shall
l C. Nu d Load: 75 aph with exposure B. Sore: Window walls cause `open" have a minimum size of No. 22 guauge by 1 inch. or, if u' wire, shall be a
o
s. building wind loading requireents pet Table 23N, Footnote 1, UBC,
Il qr D. Vei 'c lone III. ■inimu■s of So. 9 gauge. Anchor ties shall be spaced 16" o.c. horizontally
'i ei and 10" o.c. vertically and attached to the studs. Horizontal joint
�^ C�+•ca"r c�e-b Load cdmbinations pet Section 2303(f) U1C. reinforcement wire of :40. 9 gauge or equivalent shall be attached to the
I -Ab O *./ I. toll bearings 1500 pet boast, per Class 4 of Table 21-5, USC, to De 11s
_ I {,,��l,, C ,S _y// kf prior o fo• ndatiQe D1 c n . Footings shall bear on-gym, n, anchor ties at 1B' o.c. The joint rein.orcessent shall be continuous with
- - - ml'M.t.v. .' vise , n stur�^io1T!r.. o ergsrnic eateries, a minimum of 1'-0• ? ..c butt splices between ties p.rmitted.
G ` , 4"- ✓' below grade. , Code approved paper shall first be app)led over the sheathing as per
L ` Y 11. rioim�et of eechanical and other equipment on the roof system _call be • Section 1707, USC, and an sit space of 1 inch shall be maintained bet,een
vaei^lied bythe architect and the truss manufacturer prior to installation. I
� the backing and the veneer. spot bedding at the ties shell be of cement
-___ I "i b , •- s M. Since coiling sheathing is not attached to the lows[ chord, bracing shall mortar eatf-ely surrounding the ties.
--le- ""— a k determined by Truss-Joist engineers for a ■iniwnm 1/d of 50 on the floor It. Provide vertical expansion joints at 16' o.c.
14(-t9' �' ?acv►'" q•Q' {� .� - ' -4.4-- -!traar cit asst owl be based err the -tot low! loade •
I �� nq }'s9 for the roof trusses. ay_ Reinforced Concrete •
.
A 1Qn`n! The loading diagram for wind uplift plus dead load shall be as follow: , A. Concrete shall be f'c - 30� pil with 4-$ air entrainment meeting ASTM
• ` �� C260 in the footings and -fCou datioA walls; 1" moa. step.k■i unless noted.
Note: ad load is inclls4 except the actual r E. eeinforcl steel shall bw ( ! grads, A11TM A•615, Py " it.
�'{ \ 1 ,-
I C. Deni and irnstall rein! srl�
V (� dead lea of tl>e trnscs may deducted. �. call{ci and. sour and cure concrete oez AC[
• �`,D . . • specifications including proper precaution for freezing temperatures.
' + • O. Provide a minimum of 2" e8eiT for reinforcement from formed outface to
�� Typical Truss Uplift
r 4....e """-`� . 0�. exterior or soil, and 3" mtn:mw when cast tgsinst soil.
{ I + c. Mf ape.+ 14 est 1Qmy} 1 I. Anchor bolts and machin, bolts shall be ASTM 5317 with minimum: anchor bolts
G 1 �f r 5/e" diameter aL 4' o.c. if not otherwise specified. twik Belts with 4•
i, I.�td cope�fv�l V✓/)~/! I Fascia ■in. ■nbwdmeat way be substituted.
eA"7`r Cl
' N rte,' Structural Steel
G G„ "conikr, 4 • k r 160 pub.
4 . • i 111
i �• T iAjIOp M1A. •
e+ A• Tube columns dull be cold formed ASTM MOO Grads b, Flf 46 ksi.
M 4J G ` Overhang Y 1. A:1 other strectural steel shall be AJTM A36.
1 t C. All welding shall be to AND structural Welding Code Specifications, D1.l,
91 11 _-� 19112 adttion. Use cer.ilied welders specifically qualified in the type and
�r ' — I ✓ �c _—y} support •
position of welding performed.
' ' S AY awe overhang wheat it decreases meatsbec 1. Coat all steel except embedded items with one coat of shop primer.
L f if
5 5 { 5 S 5 !d+► �._- su+.lir+.r--- se... is ■Pl t loai3 '
• I 1 'MWit fn LoediM to trues** Ni this 5' of OW Nails . t inbsr
41
,i t, - . A. alms laminated boas shall meet the latest AITC specifieaions and comply
• • i r ' 1, t } rsi +1 of psi with the structural grade in Douglas fir, os specified on the plans. The
i .•, /' r- Featia AITC quality control mark shall be on each member and water resistant I
i� 11111 • I �) r reinfar:ed kraft paper wrapping in place until permanent weather protection
. I• i ' �- t s t Alto f T = m Ifo Mass. Y !s provided. Baas shall be industrial appaaunc^ grade. Red sealer shall
- � �j-, � . i'' r De `Pflied alter trimming.
�,� • fid_- ,r s - `Wilt
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Nfn. ,R 111. Ali 6 x and larger material shall be DF •1 unless otherwise noted of higher y�
em uq� grade. T`-;,
�i ��j '4 1��11'/ -.i___- Support ! C. All 2 x 6 scuds shall be DF i2, oc fitter unless otherwise rested. ,_
• a D. All light framing not otherwise specified shall be DP *2 or better . �; ,!
�1,. .L,.,i l��_ / • y OM for miniwum lower chord dead load 2 pat in combination with wild R. All the sinefied nuisbetrof nail. specified tors are by sInmtheirson Ccatalogny cfor eachatalog umber. Use ....... ..12-- i.
L5 -rNFna • • ift. .- i • _ 1 i !fled or t. )
' r application ,.nlers otherwise noted.
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1 ' ; ''r 31 , Erect on as old or t trusses ■ s 1 a so ■pec - by the 11• Use preaau[e treated lumber in contact rich concrete or masonry. • _
• :� ''' rmae�desiga eaginee[. G. Vail all roof, floor, and wall plywood with 10d galvanized box nails at 6 I�
o.c. at edges .;nless otherwise specified. Nail at 12" oc. in field for '•�
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• . •a tframing, plan. The '.
Weights of the secheaicel units are a• shore on the roof frwi walls and roof.
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,av v '0,1 610 •`-.j.. , ' truss manufacturer Mall speedy the location required for sleepers U. All other nailing net specified shell be per Table 45-P, UBC.
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1 f'• •tin/ these units if pertinent to the truss deoioe. Notes Roof trete „ ,
• �� 111 r Ii. design i■ controlled by etiffitoes requirements for thin brick fascia.
.NCsalaot the Architect regarding say discrepancies, urwsmal or
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