HomeMy WebLinkAbout47 Center St health plan 3_
' l
GLiiEtLkL t'Orl7 ✓S t N,D MXI'ERIAL SPECIFIC. **'IONS: (Residential t1ZC C'tanita•ut:tinn)
FOUNDATIONS
I. All iYtirlCitttttlahtll: tU Ct?nforin .to -the re.qui `ejut; Its ol'thc' 1,viassac itlSt{tS til{kilt i313'i kb'
2. For site lti lltion at€Cl grading i.n#Or€17i1tiU€i, SLi tilt }kiirik. i y others, Building Code, latest edition.
e _. l
J. Asslirtiett nit allvrvable suit bearing cttpticiiy, q=.3(t00 ps#; flit• a iiicdiutrl saildlui�nret ettmpositiptt. Other c€trutttttered. '
contact the ringimer of Record. � E
4. ConcreteMitlinkurrt 28 day strength. t'c = 3ii )-psi. 314" aggregate, designed per F1€tteriet€r€ Concrete tt Ykitiztii€€k sit+ntp =": j
eta. Institute Code, latest
it.) Anchor halts AS'I'ibl A307 g€ttvuniz c, Mitt. 5/8 diameter, t 2" Ring, w/ 2- by hook sliced per Code. ' concrete pim w/ Simpson ABU-series base: SPACED 2" o/c for stab -tin -grade construction i.eCi Garage, Checklist, or in
G.} Al
l walls to have; mini ?=1:I lot; horizontal, 2 clear, to prove sflrinka e ( ge, Basement, etc.);
[ c.} All iv ills Itiirgtir than) shall have vertical control joint with ivaterstopping between wall joint.
I. All workmanship to CUttlUr€l1. tU tht 3't { uirenwats orthe Massachusetts State BuildingCode., latest edition.
. . Structural Design Loads:
U j€sl i k€tls: Aett€al VVeight OrBuitdtng Components
Live Loads: Suciav Load = 30 psf (plus drill) with applicable reduction �
ATTIC Storage = 20 psf
i Living flour - 40 psi'
Sleeping Floor = 30 psi'
Docks and Bulcoitics =lit psf
Wind Load : Criteria used for I 10 MPH Exposure B or C as noted per plans
i , a 3. Structural Stt'trl: (as required) t
! i0 stop paii[va. 1SI-IM A572 Grade 5i
tltrt_ Uti rus{ i iibitivc itt.
i!5: ASTM
1 3I7, tit diameter; ptfnitchol9fi6'dameter:
_ i b Welds: Shop weld e ap and base Plates to cunt€ins; shop weld bearing totes to beams; use E7 x
:. Alternatively, field x eld by cerlit`ied welders. 0 . electrodes,
t p .x el
tlef]vctttifl C rtl ma: Lf3(iti Iota toad deflection.
c �.
I a All rtdiv liziller fiaintilg: Spruct-Pint=Fir too. 2 with # b=f40t? i p� , L 1.300.000 psi, or better.
_ b. Pressure treated timber (P.`i`.): Southorn fine with Fb= 1300 psi, E=I,600.00 psi, cir butter.
e. Laininated Veneer Lumber: All L,V,L. shall lit: I.9L i,.a- r -
. I V.L..L. with tab--..J_3 psi. E l,lt){�'l;si,1'v=?85 psi, Fe per psi,
j�c. � � �- P _4�
—pdr 30M psi. Parallam (t SQ: All t 5L shall be min. t.9F: ES with Fb=290 � = �
I �?i: 0 psi, L 1,900 ksi, ta'v ..BS pat, %e:_per=7�0 psi, _
c�p�tr-. 700 psi, Now that Micrvllain iutct i'airattain tilts be uaed ifiit rchtiiit�t ably.
L Dolloolim.Critcriu: 1.1480Lire Load, L860 "f'citGti {,taktci ionj .
t.l I rovidt shop drawing stibinittal ul'engineered lumber systenis for approval prior to materials Connpurchasing.
. l
5, tYti t�tl.t,c.ttirs:
# A 1 ur r • {, � - i' s t�tan a Co-. shalt be iitiftdied turd. installed Per fnanuf'actt€rar requirements, with till will
$#{ a lured by Sirnpso€t Siroiig- I'i
holes filled, with Size fiail,Us specitled by nif�r. Or herein. f
r j it. nailer to Ridge f3ek€w Sin€ "soli LSSU-writs, ur Si€n 5 €t Straps '
l ; t tips over tap Of*plywood, sp�teed t6 o/c;
Rafter to laid e Matt;: Collar ties inin. Ix6(ir? t6" life � Ui �. at top or Simpson Straps over top of plywood spat ed 16 D&
_ g Itilfit r t ions {o tap plate: Simpson EI2.SFl
L c, Blind- Joist: Simpson stra sat 4' titc: CS-14R- t
p ti 8" centered at blind joist
_ t
be stiuttiard machine Botts utitcss noted otherwise. �� - f
. -.. _d shah be 1f32 larger than
l3cihs if) wood f`raniiug shallBolt holes in ivoo
bent dituneter. Boll heads and nuts shall bear on standard mallimbfe tron washers ors u
cetiatlt'e€tote at tot��plt lid€i c�t'job. , 4i lire plate washers. All tints shad be
t _ _-3i_ €irw
a. Blocking moatl be solid blocking, 2x minimum, and tuft depth ormeinber.
7
. �. �• b. St 'd 1€talfs: provide bloekint :Ut if` -{I" o/c. ntaxin€u€ii he-i h{..t ctrfters to be blocked g d at $" We ivitlrptyivotid odge nailing I
to
this blocking #iir the #hst 4$" ti#'thcsc Gtiitcting corners.
-
_: - Bearing 2-8d toonai
is ea. side �
f � Between is •
is ca. end, or 2-16d end nails ca. End
- iYer {rittlgii . Provide 2x blocking for 2tot>ist/railer Bays mi . • .. j '- _ . � � _ .' r _ .. _ d settee c in joist and rttftvr plane; at all edges; attach I
d g 1 d �$" eit i.
pleb o edgms to blci g
od'. this skin
,S i`I:iifir`ig Scjit ttla:
i All iiiliCiitg shall Gc in accordance ivitii tlic Wl t+lt "I`ktbte 3.1 €tilt ' 7 , : - , ss noted herein speciCic,atly.
Multiple Studs I6d (- t3" staggered %.
fi. Fill niitls st€att be c uiriinon wire cetiiCs: i
b. Sub�borc where: tiailslc€id to split ivutid.
- _ Headers less than ,t,,0,. 7_2
thcrster,l�l�i State isi3iltiiRg Code.
at,.'\ tee T _�G,. all o ,