00-1113-009 w
z 0 N
z
w W z � °
I- o
U X Q (0
o = 0
o U
W
z W
CONNECT OUTLOOKER TO NEW STEEL BEAM CONNECT 2-2X12 HEADER TO
�� WITH "HUGHS" RT16 RAFTER TIE, NEW TIE BEAM WITH (1)
WITH (6) - 10d GALV, NAILS INTO 2x6 U U
AND (3) - 012 SELFDRILLING SCREWS "HUGNS TA20 TRUSS ANCHOR, z Q o 0
WITH (10) - I0d GALV. NAIL S± U
INTO STEEL BEAM. ALLOW. UPLIFT = 1155 LBS w
ALLOW. UPLIFT = g36 L99 DE51GN UPLIFT = 1093 LBS I I I z
DESIGN UPLIFT = 320 LBS. I I I I I < z
I I I I w <
CONNECT EA. 2x6 OUT-RIGGER MEMBER CONNECT 2X12 RAFTER TO I I I I I 0
TO 2x12 HEADER NEW TIE BEAM WITH (1) i I I I I z 0
WITH (1) - "HUGHS UH 26 JOIST HANGER "HUGHS TA20 TRUSS ANCHOR,
WITH (3) - 166 GALV. NAILS INTO JOIST WITH (I0) - 10d GALV. NAILS± i I I I I _ W
AND (8) - 16 32
d NAILS INTO HEADER ALLOW. UPLIFT = 1155 LBS I I N
ALLOW. UPLIFT = 120 LBS DESIGN UPLIFT = 1093 LBS TYP. TIE-IN I I I r-2n+- I I z Q < r 4
DESIGN UPLIFT 160 LBS DETAIL i I I
Ix
/ I I 1 M 1 N N 1 11 n 1 1 71 U VI
I I 21-6" 5 -3� 20-4" 5 -3? 21-4 5 -3? 21-4 5 -31 n 1 - I t
—01 0
---- --- --- --- -- ------ - --- --- --- -------- -- --- --J I I I U jD0) O
N I I i i CIO u O FC WF20 — FC FC — —_ _—- _ FC FC — — — —FC FC WF20 — —OI I w
1 0 0 0 0 0 0 0 o I - - - - - - - - - - - - - - - - - - - - - - - - - -
\ I Ali:
� 1/2" x2" x�2 -6" STEEL PL TE' � I - - - - - - - - - - - - - - - - - - - - - - - � I �
EA. SIDE EXIST. " x 16" CONC. BEAM : 4" SLAB-ON-GRADE I FC I I z
Q I WITH 2) 3/4" DIAM. 36 THREADED RODE I I I o
2X6 W/ NU6 AND WASHE S At " GAG I I REINF. WITH a I z
24' .c MAX I 2 6x6 - W1.4xW1.4 WWF R,N I <
I 2 AND T 24" .c. MAX I 2 00
s2 s2 OVER 6 MIL POLY VAPOR i t I h
I BARRIER ON CLEAN, WELL ) d z
COMPACTED FILL 1 I 0 U
EXTEND PL ES 12" MIN. I I 0 11.1
n 1 B Y D OP G
X I WITH 4) 3/4" DIAM. 36 TH EADE ROD \ I e 2 -01 w
�p I 1 I 4 x 30" SLAB DOWELS EXTEND EXIST. FOOTI I I o Z
W/ NUS AND WASHERS 1 ( I AT 24" O.G. MAX. WHERE SHOWN, (�
x I AT 9" GAGE 4ND A7 6" O.c i DRILL AND EPDXY SEE SECTION FOR DETAILS
x
�9 = I x �t ATE EACH EN I I 4" MIN. INTO EXIST. SLAB. I I w
I TYP. TI -IN I I I =
N 1 n / n 1 n r n r n
►�- (11 DETAI ~ NEW �a WD FRAME KNEE- ALL \ I I o LU
I Q I -0
71-Ow 1 -5 20'-7" 6 -9 +- I
cv ON T P OF EXIST. C NC. B AM I I <
T nS SUPPORT NEW O ER-.F. . MING i
M. . . . . . . gr-6" I v) Q�
EW 2xl RAFTERS. ( 7'-5" o o _
_I w �. � �
1 - - --= e ms- _ _ _ __ --____