HomeMy WebLinkAbout25.320 - Framing PlansD?AWING LEGEND
TC-FNOJM Ji FACE hgUV-FA`C-ER JL
t ihb o.'P
WILL ( _ F) 1iN AVL c
FO.,NG>.POe ��I
L ----I L�Gts
S
NOTES:
NOTE:
USE LVL A5 RIM AT ALL
DECK ATTACHMENT
LOCATIONS.
(Oieb Stiffener) See rranufactu,e5lite•ature for
2EFE2'0 DETA;",. 5A FGR
4000 pods per foot
Ve»ica'. wad Ca aexy
p
frim
ha^ge^. NA, with &
Note Cleck with Ictal buildin ffiC.
g 0 a's for use of t i5 deta,'. in
Size & na Iona ochedus.
5/4"sheat"ire
�'
NA:'_ING SCHEDCLE
board
10d mals.
areas o hig-, lateral forces,
c=_E 16E NA -5 FOR'- 4'LVL
Web 5tffener5 ir5talled at /
1" rim
board
314'
5oya5h bock5 must be sheathing
i5t
4
bearing ends.i0
Nleb 5tiffene.
+
� o
I
I
�
i '"
s
I-,(dery
Installed o'. Got^
Sides.
o
s
2a +
!
��
1
16I
��
U5a LVL f.,r rlr, beard
when a ledg:x 2;� Deck
attachment 's used. xdoer
o
Iz^Oc. �,
o
2 8c rads, one on
Attach rm board
Un F
In5ta WP%
ASTM. A -3C7 (OR DET -ER) DOLTS
each Side @ ml Imam
'A 2X 611' W 8d na5
11/ "from erN of
of 2
®6
DG
J J5t
Re fres backer block where
a'
rl ,P
Inge Oaa 0 W,d5100'JbS.
1 3/4' LVL
Butt 5ectlan5 end to
iW0 RW16 U° TO 42" DcEP
i"RE=zoo"s IE °rEx iz DEe°
stlfferer5 where
1/2" DIAME"ER r*_NDERWASHERS BOTH FACES
oz.
J 015t
b'ackin g J
`�
2xtlxk
end. Joints should occur
oted.
oetwe5n J015t5,
WEB STIFFENER
BOLTED CONNECTION
JOIST NAILING RIM BOARD
CANTILEVER
HANGER CONNECTIONS
SQUASH BLOCKS
DECK ATTACHMENT i
LVL LAMINATION
FGU5 4`.D —ITT 39.5
NOTE: ALL ]—JOISTS TO I i
uLlu b ,,,,IaN P N_LS OVLK xLL Uk ARM: 5U< A„ES
E3E 21/2" X 91/2" AJ5 — I
--
-10'5 @ 16" O.C. I I 3/4" X s 11;2" LVL
1
A i 4��,,•E`, �<E�5 � � j I3I26' 5 / 48'-'CUTOFPS � 5/0—
TO
/15 TO BE USED FOR
51 (5) 13/4"X 9 1/2"
I: •.I I I
F I I
------T----- 1�L----- --I _ -- - - -- -�
.� -- - -- - -- - -- - -- -'=f
I --
1 (2)13/4" X 91'2 l a
I T.;��ie • I� L1LS F0?
r _ - BLOCKING AV `
I I � l ITT 39.5 I
0
.,T2�,
I o GAP
5 . CK N UNDER
P��TrB,tE I
HUC 412
INSTALL
UPSIDE DOWN
NOTE: CHANGE
1/ BLOWOUT PANEL
TO I& OFF RACK
NOT 191
39.5
L------- �< I / \ TT 39.5
1=")L-') KIN+ -P s_ �'.'.:IN i� rtCc 5410 P IisPIr.,Ktvr crzrue. Rv
I II fl I I
I- v n r- A
v
O 1
3 3/4"X91/2" II
e = (3) 13, s' X 9 2"
(2) 11 3/4'' °' (2) 1 3/4" X 91/2" ... I-...
i
H31,5 410 ITT 39.5
I � T"= -moi• 'I
ITT
i
I
i) II j
9/30 2/16
IL
I I
5/20'-1 l
I
IIL
I
I
13.W x51/2'
v 5 FOR
UN9-K
PCT ABOVE
.. ..
' �' - 4=a'�.
JOIST LAYOUT STARTS HERE
\ L— — — — — — — — — — — — — — — — — —
- - —=
1ST— 00-D ED AMING PLAN
FL x%,_ jx
SHOP DRAWINGS, TYPICAL DETAILS AND
FRAMING PLANS, OUTLINING INSTALLATION
PROCEDURES AND UNIT IDENTIFICATION MARK5,
SHALL DE SUBMITTED FOR APPROVAL DY THE
PROJECT ARCHITECT AND/OR ENGINEER. EXACT
QUANTITIES AND LENGTHS ARE THE
RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR I5 TO VERIFY ALL REAMS AND
JOISTS AT THEIR EXACT LOCATIONS.
THE FLOOR SYSTEM (I-JO15T5, LVLS) ARE
DESIGNED FOR FLOOR LOADS ONLY. ROOF
LOADS FROM RAFTERS, BRACING, AND
BEAMS MUST DEAR ON EXTERIOR WALLS P'JD
INTERIOR WALL5 WITH BEARING STRAIGHT
THROUGH TO A FOOTING. ANY ROOF LOADS
CARRIED DY THE FLOOR SYSTEM MUST BE
SO INDICATED ON THE FRAMING PLAN
SUBMITTED TO U5 FOR TAKE -OFF. PRODUC
TO DE STORED, HANDLED AND INSTALLED IP
ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS.
DELO'N
5/30'
I
(3) 1 3/4" X 91/2 LVL'S
/ 30'
POST BELOW
(2) 13/4" X
91/2" L'✓L'S
JOIST LAYOUT STARTS HERE
—
I 1
ITT 39.5
TO7�ET DRAIN
SII
I
n 2-0
I
I
�II
o: L2" L
13/4" LVL
L
5E M� � IoW
WALL '
POST
P( 9T - � 6ELOW
(3)13/4' X 91/2" LVL'S
BELOW AS PER PLAN
PAGE Al
FLOOR SY5TE'r NOT DESIGNED
FOR i POv',`EP.
LOADS - FIGURE 1 ELGHT TO "
BEAR ON RPF ERS
p
LE V.
ROLLAS RESIDENCE
9 FARKW00D ROAD - SOUTH YARMOUTH, MA,
DE51GN CRITERIA: 40# P5F LEVE LOAD 1/4" — 1' JAY M,
Y10# P5F DEAD LOAD
PAGE 1 OF 1 6/4/01