HomeMy WebLinkAboutSTRUCTURAL PLANS - 17-00229 - BYUI Operations Building - AC Installation Remodel��2 d TN¢LL
VFL S,Db
C—T Nsb J
3 3x Y4
tANOC q- Z�EQI'i�-
(y) S.—S z6'
s eg-w Al CA
r-AAcRT" Ex'STINb
STAf�Z¢y60. �SH6ATA,m6
-VLN-4x",Ilk
'y�y
d' -S, w1 Ca)
Yq'+ -mR-So s
_ EA S.PC of 6.
L-1iIIJ.
Ply/ex Vro -Y
61.6
bFtniL
SW- Gu28
wrfodt wa-
StE¢I CR
srz
L -3--S. TIP. L---6
6T EA ENo eF -IT
ANo eT w.,o -f�wT
of It's.
SKI
r
O�etAlt,
E79
13x3x (k, -rlp
05/0212017
P�Q�e
Pew ij-,m
7Y
B
EQ
O�etAlt,
E79
13x3x (k, -rlp
05/0212017
ANCHORAGE SCHEDULE
MAX WEIGHT (LBS) LAG BOLT
# PER SIDE
600 TO 800 2
801 TO 1200 3
1201 TO 1500 4
NOTES:
1. SLEEPER TO BE FASTENED TO HSS
SUPPORT WITH THRU-BOLTS AS
INDICATE ON 1ISK1
ROOFTRUSS
ROOF JOIST
KEYNOTES:
RIME, ADDL INFO PER MECH DWGS
CURB PER MFR
318'0 x 3' LONG LAG BOLT PER ANCHORAGE
SCHEDULE OR PER MECH DWGS - WHICHEVER IS
MORE STRINGENT
4x SLEEPER, SHAPE AS REOD WI A34 AT EA CORNER
INTO 4x BLKG
6x10 BLKG WI SIMPSON F HANGER EA END (TYP)
WOOD BEAM PER PLAN
318'0 LAG BOLT W13' MIN PENETRATION INTO NEW 4x
DECKING PER ANCHORAGE SCHED
PLYWOOD CUT WHERE OCCURS. PROVIDE 10d NAILS
AT 4' O.C. AT NEW 26 EDGE FRAMING
2x FRAMING AT OPENING WI HANGER PER TYPICAL
BLOCKING AT AT RIVE SUPPORT AND DECK OPENING
DETAIL
318'0x5112' LAG SCREW INTO 4x AT EA END OF
SLEEPER
NOTES:
A. EXISTING PLANKING NOT SHOWN
SECTION A
(,)TYPICAL SHAPED CURB AT NEW ROOF FRAMING
�% TDW802
SECTION B
A
1
6
ELEVATION SECTION A
KEYNOTES:
1. (E) MASONRY WALL
2. HAMMER OR CHISEL OUT REMAINING MASONRY
AT CORNER
3. OUTLINE OF SAW BLADE
4. VERT LIMIT OF SAW CUT AND NEW OPENING -DO
NOT OVER CUT
5. HORIZ LIMIT OF SAW CUT AND NEW OPENING -
DO NOT OVER CUT
6. CORE DRILL 2'0 HOLE PRIOR TO SAW CUTTING
ATYPICAL CORNER SAM IT IN MASONRY WALL
S%\ONAL FN
EN
14875
NT
T
cpFG A MEIc�P
05/02/2017
(E) MASONRY WALL
L6x6x5116 FRAME WI (6) 5WO TITEN HD SCREW
ANCHORS AT 16" OC. MIN AND 4112" MIN EMBEDMENT
ALL CELLS RECEIVING ANCHORS SHALL BE GROUTED
SOLID
ANCHOR INSTALLATION PER MFR RECOMMENDATIONS
AND SPECIFICATIONS, SPECIAL INSPECTION REOD
MAXIMUM OPENING SIZE 20540"
,--,TYPICAL NEW OPENING IN (E) CMU WALL
Af05 -"
Sg�ONAL FNC
N
14875
T F
C�FG A
05/02/2017