HomeMy WebLinkAbout24 Lewis Bay Boulevard - Framing PlansNOTE:
USE LVL A5 RI'A AT ALL
DECK ATTACHMENT
LOCATIONS.
(Web Stiffener) See man�facture5 literature fo^
DPAVV!NG LEGEND
4000 pounds per f=Note.
1" rim
ha^ge" Nat with 8-
Check with local bulding off dale for use of thl5 detail In
size & rolling Schedule.
5_'4" -reaching
g
je
NAILING SCFEDULE
T , '
PJ.h Lir,.-n.
board
10d nlals�
areas of high lateral forces,
NOTE:
USE LVL A5 RI'A AT ALL
DECK ATTACHMENT
LOCATIONS.
(Web Stiffener) See man�facture5 literature fo^
c
REFER TO DETAIL 6. FOR
4000 pounds per f=Note.
1" rim
ha^ge" Nat with 8-
Check with local bulding off dale for use of thl5 detail In
size & rolling Schedule.
5_'4" -reaching
g
je
NAILING SCFEDULE
Vern.: Load Cap City
board
10d nlals�
areas of high lateral forces,
USE iSe wnus rrox rma^ Lvc
Web 5tiffener5 installed at
bearing
r:m
board
3141,
squash blocks must be sheathing
1f 6" above i-jo156
'4
ends.
°
Weh Stiffener
�Q *
(
1- °
1-joisv
in,ta':led on both
c
s.
EOE
16 1
Use LVL for rim Goa re,
when a ledger 2x -Deck
attachment used Ledger
° o
T
'2"
'
o
2 - 8d ra.5 on„ On
Attach rim board
enaF
In
ASTM. A-307 (OR BETTER) DOLTS
each S de P minimum
of 11/2 from end of
to 2x Sill w 8d nails
DC
Re u'.^e5 backer V where
q
i
I
t 3/4^ L'✓L
Butt Seetion5 end to
TWO ROWS uv ro @°c=ec
;al: x�e'o
- if'ener5 where
1/2" DIAMETER FEN'GERWASHERS BOTH FADES
j o15t
6:o.c•
joist
blocking.
hanger load exceeds 10001be.
'
end. Joints Should occur
rwcee RawsiF ovrx z oeeP
rose° only
I / 2x-Vock
between jci5ts.
WED STIFFENER
DOLTED CONNECTION
JOIST NAILING
RIM BOARD
CANTILEVER
HANGER CONNECTIONS
SQUASH DLOCKS
DECK ATTACHMENT
LVL LAMINATION
IruIC i evni 1t arao-rc Uc0=
I N�0lS�S
Z
CHARLES F.
FEWORE
STRUCTURAL
N0.34359
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ll
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I I� (2) 13/4"X91/2 LVL'SJS to
I II I
9 (3) 1314° X
9 1,'2"
+• I I i / q Iq" I' k•,=
1
I � I LVL'S
III I I, i i� ii II II r� _ II
UP
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S 255 na 2" O.C. AREA TO RE 3 1/2" X 91/2"
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SHOP DRAWINGS, TYPICAL DETAILS AND
FRAMING PLANS, OUTLINING INSTALLATION
PROCEDURES AND UNIT IDENTIFICATION MARKS,
SHALL DE SUBMITTED FOR APPROVAL BY THE
PROJECT ARCHITECT AND/OR ENGINEER. EXACT
QUANTITIES AND LENGTHS ARE THE
RESPONSIDILITY OF THE CONTRACTOR.
CONTRACTOR IS TO VERIFY ALL DEAM5 AND
JOISTS AT THEIR EXACT LOCATIONS.
Mel I Il I It, � � I � ii I 11111`1'� ' 1111111 11, � IN
THE FLOOR SYSTEM (I -JOISTS, LVLS) ARE
DESIGNED FOR FLOOR LOADS ONLY, ROOF
LOADS FROM RAFTERS, BRACING, AND
BEAMS MUST BEAR ON EXTERIOR WALLS AND
INTERIOR WALLS WITH BEARING STRAIGHT
THROUGH TO A FOOTING. ANY ROOF LOADS
CARRIED BY THE FLOOR SYSTEM MUST DE
SO INDICATED ON THE FRAMING PLAN
SU13MITTED TO US FOR TAKE -OFF, PRODUCT
TO BE STORED, HANDLED AND INSTALLED IN
ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS.
P
IST FLOOIR FRAMING PLAN
YUSKAITIS (RESIDENCE
>r v
DESIGN CRITERIA: 40# FSF LIVE LOAD
10# FSF DEAD LOAD (508) 862 0223
RACE 1 OF 1 10/01/01