HomeMy WebLinkAbout22.114 - First Floor Addition PlansDRAWING LEGEND
= J015T A =BEAM
TOP MOUNT HANGER .16 FACE MOUNT HANGER J L
1' RI'V50P,RD
1314" LV'- o
',Jg15T
NOTES:
SHOP DRAWINGS, TYPICAL DETAILS AND
FRAMING PLANS, OUTLINING INSTALLATION
PROCEDURES AND UNIT IDENTIFICATION MARKS,
5HALL DE 50MITTED FOR APPROVAL DY THE
PROJECT ARCHITECT AND/OR ENGINEER. EXACT
QUANTITIES AND LENGTHS ARE THE
RESPONSIDILITY OF THE CONTRACTOR.
CONTRACTOR 15 TO VERIFY ALL REAMS AND
JOISTS AT THEIR EXACT LOCATIONS.
NOTE:
USE LVL AS RIM AT ALL
DECK ATTACHMENT
LOCATIONS.
THE FLOOR SYSTEM (I-JO15TS, LVL5) ARE
DESIGNED FOR FLOOR LOADS ONLY. ROOF
LOADS FROM RAFTERS, DRACING, AND
REAMS MUST DEAR ON EXTERIOR WALLS AN
INTERIOR WALLS WITH WEARING STRAIGHT
THROUGH TO A FOOTING. ANY ROOF LOADS
CARRIED WY THE FLOOR SYSTEM MUST DE
50 INDICATED ON THE FRAMING PLAN
5U5MITTED TO U5 FOR TAKE -OFF. PRODUCT
TO DE STORED, HANDLED AND INSTALLED IN
ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS.
POST
1
I'a�r�z�r�_� Onorc�r�
9-112" AJ5-20 I -JOIST AT 1601C
SYSTEM MUST BE PROTECTED
FROM EXP05URE.
JOHN MAllA
22 SILVERLEAF LANE
WEST YARMOUTH, MA
DE51GN CRITERIA: 40# PSF LIVE LOAD 1 I JOE M.
10# P5F DEAD LOAD 1�4 (508) 862
PAGE #10F 1 1 09/29/04
'
TAIL
SOLID B_OCKING PANEL DE AlL
(Web 5t-"fener) See rranufacture5 literature for
size &nailing schedule.
REFER TO DETAL 5A FOR
3"
4000 Founds per fcoe
Vercicai Load act>,
�
1" rim
ranger.. Nail with 6-
Note: Check with local building ofgcial5 fer usb of thincera in
a
a•eas o high lateral forms.
3!4"sheathing
HALING SCHEDULE
board
Od rials.
3/4"
U5E 16d MILE FOR 13/4' LVL
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Installed at
Webng
C
rim
rd
I
squash block=. must be sheathing
1/16" above i-joi5o
ends.
bear:n ends.
o
Web 5t ffene,
+� +
OW
InSta'.led on bot1T—.� jo�5t
sdes. I��
+ 0
��
Use LVL for rim 9oard
when a edger 2x_ Deck
° ,F o
o
�i// �/
2a +
O
2-Bd Halls, one on
aYd
16 I
eaeehmert 5 L6ed. .edaeY
12" O,G 'F
EACH FACE
Soled
panels
b o k'ng
over all
ASTM. A-307 (OR BETTER) BOLTS
each Side m mnimum
of 11/2" frrom end of
Halls
BCI
Requires backer block where
A
1 3/4" LVL
anca5.
Install web
5tiffener5 where
1/2" DIAMETER FENDERWASHER5 BOTH =ACE
Joist
joist
blocking.
g
hon er load exceeds YJGOIbs.tob6a^ng
end. Joints should occu
THEEE POWs FCIEP 12' DEEP
noted only.
2x -bloc
between joi5ts.
WED STIFFENER 1
DOLTED CONNECTION
JOIST NAILING
RIM BOARD
CANTILEVER
HANGER CONNECTIONS
SQUASH DLOCKS
DECK ATTACHMENT
LVL LAMINATION
THE FLOOR SYSTEM (I-JO15TS, LVL5) ARE
DESIGNED FOR FLOOR LOADS ONLY. ROOF
LOADS FROM RAFTERS, DRACING, AND
REAMS MUST DEAR ON EXTERIOR WALLS AN
INTERIOR WALLS WITH WEARING STRAIGHT
THROUGH TO A FOOTING. ANY ROOF LOADS
CARRIED WY THE FLOOR SYSTEM MUST DE
50 INDICATED ON THE FRAMING PLAN
5U5MITTED TO U5 FOR TAKE -OFF. PRODUCT
TO DE STORED, HANDLED AND INSTALLED IN
ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS.
POST
1
I'a�r�z�r�_� Onorc�r�
9-112" AJ5-20 I -JOIST AT 1601C
SYSTEM MUST BE PROTECTED
FROM EXP05URE.
JOHN MAllA
22 SILVERLEAF LANE
WEST YARMOUTH, MA
DE51GN CRITERIA: 40# PSF LIVE LOAD 1 I JOE M.
10# P5F DEAD LOAD 1�4 (508) 862
PAGE #10F 1 1 09/29/04
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n
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