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12 4'-05
2x4 P.T. CONT. LEDGER WITH —
(2) 1/4'4 x 4' LAG SCREW EACH
VERT. STUD.
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SECTION
SCALE: 3/4' = 1'-0' ... L�•
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2x6 EACH SiDE OF
EXISTING TOP CHORD
TRUSS WiTH 3/4'4 THRU
BOLTS.
EXISTING TOP CHORD
TRUSS TO REMAIN.
No' CDX PLYWOOD EACH
SiDE OF EACH EXIST.
TRUSSES TO BE CUT WITH 16d
NAILS a 3' c% EACH SIDE,
EACH EXISTING TRUSS
MEMBER
MCTiON B-B
FAI
TOP OF
CHIMNEY_
EL. +17-0'
4) 2xi6 BEYOND.
2xo BLOCKING BETWEEN TRUSS
WITH (2) *cI NAILS 08' c/c TO
HORIZONTAL BRACE.
2xFs a 8' c% STUD WALL
BEYOND.
PROVIDE (2) 2xfa HORIZONTAL
BLOCKING WITH (2) I0d
TOENAILS EACH END, EACH 2x&.
SAW -CUT EXISTING TRUSS AS
REQUIERED
PROVIDE 5/8, CDX PLYWOOD
EACH SiDE OF EACH EXIST.
TRUSSES TO BE CUT WITH Ihd
NAILS a 3' c/c EACH SiDE,
EACH EXISTING TRUSS
MEMBER
T.O. EXIST.
ot T. BEAM e®
Y EL. t 8'-4'
EX
ISTING WOOD JOiST TO
REMAIN.
2xh P.T. BLOC.KiNG BETWEEN
TRUSSES WiTH (2) 1/4'0 X 5' LONG
LAG SCREW EACH VERTICAL
STUDS.
Xml
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2X6 II CONT. BOTT. PLATE WITH 3/8'-0
SIMPSON WEDGE ALL BOLT LAG SCREI
a 12' c/c, 5' EMBEDMENT.
50TT. PLATE ANCHOR BY NUVUE MANUI
MODEL NVTP-6 WITH 8-10dxll/2' NAiLS 1
EACH VERT. STUDS
EXISTING CONC. TiE BEAM TO
�� 1�rT1i`Y.IA
DRILL '10, x V DEEP AND
FILL WITH SiMPSON SET
ANCHORING ADHESIVE. (TYP.)
FiLL ALL CELLS SOLID WITH
CONC,
EXISTING MASONRY WALL TO
REMAIN.
T.O. EXIST.
OL AB.
EL. 0'-0'
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(3) 2x10 WOOD BEAM WITH 1/2'
PLYWOOD FiLLER AND 1/2'4+
CARRIAGE BOLTS a 12' c/a
STAGGERED EACH SIDE.
5- HiGH LIFT GROUTING:
A) PLACE MASONRY TO A MAXIMUM HEIGHT OF TWELVE (10) FEET.
B) CLEAR UNOBSTRUCTED AND CONTINUOUS VERTICAL CELL SHALL BE A MINIMUM OF 3'
INCHES BY 3' INCHES.
C) PLACE GROUT IN FOUR (4) FEET LIFTS, 15 TO 60 MINUTES APART TO ALLOW FOR
SETTLEMENT AND ABSORPTION OF EXCESS WATER, MAXIMUM FREE FALL SHALL NOT
EXCEED EiGHT (8) FEET.
D) HOLD TOP OF GROUT i' INCHES BELOW LAST COURSE OF BLOCK FOR THAT LiFT.
E) GROUT TO BE CONSOLIDATED iN PLACE BY PUDDLING, RODDiNG OR MECHANICAL
VIBRATiON-
F) RECONSOLIDATE EACH LiFT BY VIBRATINCs SEVERAL INCHES INTO PRECEDING LIFT,
G) MAXIMUM C- ROUT POUR IS TWELVE (12) FEET HIGH.
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