01-0320-016 3- TAP 235# FIBERGLASS SHINGLE
1 -30# FELT W/ TIN TAGS NOT -
co
TO EXCEED 12" IN ANY DIRECTION - - - Q U
d-
5/8" PLYWOOD W/ 8d KINK,SNANK . a o- C8 6
NAILS @ G" O.C. 4 4" @ GABJ_E-EDGE W 0 N
ANCHOR STRAP RT- 1 2 18 p w `Y' u-
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MTL.DRIP • o = o
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1
1X2 cc cc � L-
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iQ CC c
2- 16d NAILS RIBBED MTL. LATH W/ STUCCO
TRUSSES BY MFR. NEW 8x 12 RAKED BEAM
m dd a
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e
145 @ 3' - 0" MAX. IN CONC.
2x4 CONT.BRACING
CELL FILLED BLK. EMBEDDED INTO EXISTING
� 17' 4 TIE BEAM W/ NON-SHRINK GROUT
3
112" GYP. BD. W/ WONCOAT_/ _._....
q
EXSITING 8x 12 TIE^BEA1,- i_
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A P.T. f RESTOP
q
n
WD. FURR. @ 16 O.C. 8.. BLOCK
7.55 LOW-If INSULATION STUCCO
112" GYP. BD. W/ WONCOAT
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LLJ
12 ` 1 _ 1 _ it C�
GABLE END WALL SECTION 3/4 I O Ln
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3- TAP 23"5# FIBERGLASS SHINGLE cj_2 1i 1 �, W U
PREFABRICATED TRUSSES TO MATCH Lu W
I FELT W/ TIN TAGS NOT y EXSITING TRUSS SYSTEM W
TO EXCEED 12" IN ANY DIRECTION (,D _
C)
5/8 PLYWOOD W/ 8d RINK SHANK O
\ NAILS @ 6" 0.C.';_ 4" @ GABLE_EDGE_ TIE DOWN STRAPS W/ 4- 1/4x 1 3/4 EXSITING ANCHORS TO REMAIN —
EXISTING TRUSSES ELCO INSTRIES, COM ANCHOR OR EQUAL Q (�
MTL.DRIP 00- 1201 .01 ENDING (V=475#) —'
o
2X4 CONT. BRACING
-
1x2 NE11V ROOF AREA__ _ Ln
(FIRE DAMAGED AREA)
1 x3 WD. FURR. @ I Gil I xG 2- RT I G 18 TWIST TIES RIBBED MTL. LATH W/ STUCCO
I/2" GYP. BD. W/ WONCOAT
18 GA. I "x I G" 1 2- 1 Od GALV. NAILS 8"x22" ALM. SCREEN
EA. STRIP (V=81 7#) x2= I G34# VENT @ 8' O.C.
REPLACE EXSITING I x2 PT REMOVE SCREEN 7 WD SOFFIT TOTAL UPLIFT 1450# (OK) Q
FIRESTOP W/ I x4 OR EQUAL REPLACE W/ MTL. LATH * STUCCO o
W/ 8"x 22 SCREEN VENT @ 80 O.C. Q 145 DOWEL INTO EXISTING TIE BEAM
NEW ROOF AREA AT ENTRANCE m W/ NON-SHRINKING GROUT
EXSITING 81 2 TB EXSITING 16" BASCH ANCHOR 2-RT I G 1 1 2 TWIST TIES , ?
1 8 GA. 1 1/2"x I G" 1 2- 1 Od , ,
EACH TRUSS
@ GALV. NAILS EA. STRIP
WD. FURR. @ ) Gil O.C. (V=950#)x2= 1900#
STUCCO TOTAL UPLIFT I G50# (OK)
145 REINF. ROD ..
HUGHES MGR. INC. '
AS SHOWN ON PLAN
7.55 LOW-If INSULATION -98 071 7.03 EXP. 10/01/0 I
NOTE: EX51TING ANCHOR
112" GYP. BD. W/ WONCOAT STRAPS ARE I G" BASCH ANCHOR OR EQUAL
ADD- 2 RT I G 18 TWIST STRAP TO
EACH EXISTING (V=81 7) TRUSS t >
8" BLOCK PLUS EXSITING RAIL ANCHOR WILL Lu
ry
EXCEED MAX UPLIFT RACE
AA
(2 @ 81 7+ 1 @+400=2034#) (OK)
I ,
a
EXSITING FIN. FL. 1 x4 PT
EXPANSION JOINT
i
I Mi I 1EI I I=1 I I=1 11=1 1 %5 H E Ef T
=111=111=111=111
'=I 11=1 11=1 11=1 I 1=1 11 Mi I 1=1 I lEd I 1=1 11=
I-
1 Mi I 1=1 I I I 1=1 IIHd I 1-111=1II ' 5 - 2
=11IE 11
, 1=_ 111=1 I M 111=1 �, F - p 145 DOWEL INTO EXISTING FOOTING
II1—
El �� ' W/ NON-SHRINKING GROUT
II III II-
II1=1IIE-H
F `° .'
G OF (5
,� TIE DOWN DETAIL 3/4' = I ' - 011
EX51T1 NG WALL SECTION 3/41 1 - Oil
IN
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