HomeMy WebLinkAbout301 West Yarmouth Road - Proposed GarageD
- - GEN'RAI. NOTES AND:MA1ERtPL'SPECIi7CATIONS
: -
o 11 -11,1 .. n('
- z _ _ v....
_�_ _____---------__-- cr�rT T'tr.+rx f r<)tn
���Z •
I. the geor+atry shown on'the falon hu':; been t'
Q arcritecturat ptars:supptled by others Att dirprTsi Tns t olt
be field vErifhpd prior to construction.
FOUNDATIONS,
_ -..
Al! wo`kmanship to conform to tha requirements Of th•N
�t0 `✓S:V,e, !_-_-_-._ _-_ Mzs>achusetts State Building
Code, latest edr;rn.
- -
-._-- ' --- 't PL <)r site localian dnd grading Information, aer` tr F lur,, t')-/
_.. _ - I
-1- Ear .
Soils: A.isurred net allowable Sai4 bearingcapac,ty; q
i psi, or a sand%gravel composition. Other sails
I
ac'lls cTrnland
the Eng+neer of Record Compact backfill p 1IrTl+ tr e
l n with a portcble vibrctci compactor. Add sandt/,Iravtil i{,'
1 1 p ; final grading.
t: 2� - n _:_ y x,42+tr ,J 1 required during compaction to sovid+-
I_
dil I 1
! 4, Concrete: Minimum ?fl cdy strength, StruC'tr+++xt �'CJ,:, r'•?.• •.I:r.
x I z 401(5 psi, fatt'tirtta`:•
nT i I k tai_ d sinb; beaMsf PIC , f> f..
ord watts f'c � ::3p0C1 phi; a,1
wrth •�'. ;
a ate. dsig,ed per America
Concrete
q
rc>
9. 4
i1 4 issue,mcx:' slump -;
111 i t� Steel re"ntorcjog gars: New b !te#
i _i 4- I I -. a•,., Y?1'!"w- E>k. 7v`.*'a'.Jit 'rs.',..-G`,'1S."T moi"'-;.�1,, `f 4""k.",1,:!#.. t,.`{.
t i r
I f3
I
1TCFL Cas required`,
1 Structural Steel AS1M A572. (fy = 50 ksi), shoq Pr''rnt
rust 'nhibitivc' paint,
t
X10 <Ga,v, _ Optional)a
L)
Anchor Bol ~
j : tttt. I {>xp,ansic n-typE , ollame`t•er ono eM ednt en shown.
Att workmanship to conform with the American Institute
j{ of .ter>t Construction Iand Massachusetts `sate Boitdlnri
I I I Coir to' -,est edition reau reMentS.
I 4. Att welds tc be E70xx etectracles Shop we'4d car, Ind
baso. plates to column=.
! 5. Coardirate all dimensions with Architectural Drawings, ani
i I i j j fielx ve-If,
where required.
3 t I{ 1
i t u i nn F"RAMiNG;
I I� lY x i E i 1 5 i:Tr) <1. AL workmanship "tC conform to the requirements, of the
. , - o`I - EIDE qR.:h{r�,,` ._ fAos,ochusetts S-ote Building ,Code, latest edition. Al; nailing shall be
1 1tPz G 0 i j I i (l:L- ( PP s•pecificoll
Wry 'h 1t ( 1 i 1 1 l in cccordance with Appendix C, unless noted herein y.
CONTi-6L` �o• 5 a _5 ela NAS` 4 a T
'All r Framing:
(.�.. r,,,. ,.,.� ,--Al: + .� • � P'L,, � 1 a. all new timber .framing: Spruce -Pine -Fir Na. 2 with Fb== 1000
1 c AFI 1 _ I #:. u psi, E=7;300,000 ps=, or better.
rl U1uthern P
: A" i cb pressuC is ataed better. �Ex -Pria o deck narre ii n with Fb-1000 psi, j
1,000,00 p*_ g shalt be
toirl ess steel, and may use screws to attach decking
I
."r C. i I ! : { ' C °aminated Veneea Lumber: Ali L.V.L. shot! be, I E S.P.
I
{
j MICRO=LAM (L^V L:) with Fb=2900psi, E=1,900 ksi, Fv=285 psi,
µ4a
Fc -per =750 psi, Fc -par 3035 psi.
I - • ftrl^,'c-r' <acril=' � 3. Metal Connectors:
!
As ma:nufa,tured by Simpson Strong -Tie Co. shall be hncd!Ad CIO
_,__. insfaied per manufacturerrequirements, with alI Holt holes fi{ted, will,
�--1 -
the size nail
as specified herelri.
-- --- r t8cl.s sir wood i<orning shall be standard machine bolts unless , te,,
I __ _ -
- — I i% larger than bel+
otherwise. ?alt holes in wood scall be 7/32 9
X diorTete . Dolt heacs and rLits hat! bear an standard r�olleoble
iron washers, or s Lare ate washers. All nits shall be er,ghten?c1
-f- 3 utL t 1k'I'� 'lT ar��llE lll�xu I btu r ' �! 0 q p
i r { , tomfiet:cr of ;ct. h," r imum of wand edge stance r<
r i *+C STI^� . p! r N req ,•ed all arohnd ,oits�
— A - / uc urc Design Loa
Oe<.1 Loed: Wel :: of Euilding Camponen,s
ar ! as i Sncw toad 25 psf plus21 rift
Wind Load
- _ e Gorage r loor - 50 psf ss
]f lice Ficor = 40 psf
2�<^"' iC. yam'✓E. U!r -
ij( SAI >` c Pl # I ALL rr1 N, v 1� }`> ,
f l Nr I ns ti�o'D 6Y
r
t $iA TDP PtAT( ,B• WIN j{}
d�I HEADER
_CZ7H- -L I
r • ,i1 h MAX, PANELHI
C� I
NAIL SKATR '0 TO IJ LI ( \\
i:4 4(1 �.I, t LV' 7 .-_'. �"'" • HEADLR AT 3"'L BW.
I [[ Ott I l DS
WL SHEATI RG
VV
i 1 TO EACH S -UD
APA RATED SHEATHING �'
n/t- wN. 24/0 "F, ,
v vT \ �, : i ���-. � IT -
No I TAMNERS
a BLaHwG
7-2.4 BLOCNHC AT j
My PLYWODO Jed NA
&S L �•1, A.S AT E
r — ; SPC Au P TrsL C..
T.
NUDERS t STJDS (� 1 -� l�,iiLX 'i
:21
"rl.
IJ N I �V _�-.. .._..—_. __. _. .--•— __- ._ �_� i _L
.14
J.,
VNVy ♦ I Cr r\
-- -_
APPROVED Ho HED -o _ .- ALL QT [I ti Ar '
—_ ..WOOD CONCRETE .•�
CONNECTORS WQ'd I
OCCC it CAPA;M( (W:N.) 1oI
lF ]S 4/ 3@A PLATES
N++t SNEATYmIG
To -UCH PLATE
E I �y�ZN OF MASs9�
1/2•e AB. 7• YJBEONLNT
!."CHELE
r y ---
� G. ACT
o TUDOR m1
0 NJ. 34774 �
STRUCTURAL
i
�f_`>�c .<:'Lkt1TEr-T��L :}.,r.I %•]�_ il�f.0-.?., '��t•'• Io
9`�GrSTEP�
CCN;NUCUS FPOTl:C OR SLAB EDGE L - •► f n
. LIIHAIUH UTERK RESTRAF.T PA4G DCTA,L �1 l ii
NOTE: rt A r.00R MER,EHES BETWEEN FOUNDATIDN AND 13RACED PANE -
TOR USE M CAPACE END WA'Ls AS SH GAN .....
'NL RATED SHEA'1+aC 5,1A'.3. OVERAP T1iE RN Joh. AND SILL "M PROWS HOtDCVWNS. BOLTS Ano PA -EO ... _. -- _ _.. .... _. .... _ ..
.. Skt(AlIIING_ M%L 4,;. A$_ SHOWN. IT U50 A@U2. PDNY WALL USE DETNL -.-.. ._.
o(_
r
INITIAL I.:.SuL�.-
---DATE
PdLI
T
I DESCRIPT.CJN -
---i
_;TSE
PROPOSED GARAGE
4
t.T PHELPS :RESIDENCE
- _-
301 WEST YARMOJTH ROAD
NEST YARMOUTH, MA
SKIP AND CAROLE PHELPS
-
P3B 1084, SO, YARMOUTH, MA 02664
I('..HE:LE C. TUDOR, P.E.
Consulting Structural Engineer
` 12 ',
_
COTTONWOOD LANE; CENTERVIU.E, MASSACHUSETTS 02632 1,508)771-7601 �
T F,IJMBER!
2003-54
DRAWN BY: MCI DRAWING NUMBERS—E�Ri
AI
A< N;TED
7a1E+ 1,16Y 30, P003 __..--