HomeMy WebLinkAbout8 Fenway plan 2/n\ T� �nrn � env c+i+nruic�
ENTRY SECTION #2
SCALE 4„=1,.-0
TYPICAL SEE L.R. SECTION
22' BEAN LOAD
LL=1462# TL=5220
6x6 SYP POST DIRECT BEARING
CUT STUDS INSTALL NEW
(2) 1 3/4x 7 J" LVL
CUT (2) FULL LENGTH STUDS MIN
BEARING (2)2x. ENTEND HEADER
TO INSTALL (2) IF REQUIRED.
OPPOSITE END (1) 2x
EXISTING OPENING FRAMING
NOTE THIS WALL 1 HOUR W/
8" TYPE X FIRECODE.
KITCHEN SECTION #3
L.R. FIREPLACE FRAME
SCALE 4" " =1'-0
SCALE 4"-1'-0"
SECTION 2'-0" WIDER WITH
FULL FOUNDATION. SEE
SECTION #2 NOTES
ROOF MAX LOAD:
LL=4239 TL=6943
DECK 14' ((2)7'BAYS)
LL=1820 TL=2888
LL=1820 TL=2888
TOTALS
LL=7234 TL=11131
2.25x2.25 FT ® 2500#
NEW FOOTING:
NEW LVL/ EXISTING GIRT ALIGN
1) BEFORE ROOF REWORK SHORE
SIDE OF NEW FOOTING & REMOVE
COLUMN
2) VERIFY THICKNESS OF EXISTING
ASSUME 4". NEW FOOTING DEPTH
SLAB THICKNESS
3) NEW 2'6"x2'-6"x 9" (SEE #2) f
OVER EXISTING SLAB CENTERED ON
4) DOWEL NEW FOOTING TO SLAB
J x 8" DOWELS DRILL 3" (SLAB -1
IN EPDXY.
5) IF NEW LVL ALIGN CUT AND REI
EXISTING LALLY. USE NEW TOP PLf
8x" x�' & + TYP CAP PLATE. DRII
8" x 8 x J" BASE + TYP CAP PLE
(4) X" BOLTS
6) IF NEW OFFSET =<1'-0" INSTAL
LALLY DIRECTLY BELOW NEW LVL S
PLATES. INSTALL OLD LALLY CUT 1
LOAD TRANSFER:
1) 6x6 SYP OR FIR POST TO
FROM LVL TO STAIR FLOOR
DOUBLE.
2) BLOCK THRU FLOOR TO GIRT
W/ STUB SYP POST. USE ABU66
BETWEEN PIECES. USE 14"xX' BEAF
PLATE ON GIRT. CONNECT "STUB"
GIRT W/ SIDE GUSSET PLATE
3) POST SHOULD ALIGN f6 W/ EX
LALLY OR SEE ABOVE