01-0106-016 REVISIONS BY
1- 05/21/01 GJ
HUGHES RT24 TW
W/ 14-16d NAILS 2- 01/09/01 GJ
3- 05/OS/01 GJ
3"X12" PT WD. RAFTER
AT 24" O/C 3"x12" PT WD. RAFTER 4- 09/24/01 CsJ
AT 24" O/C
of
' HUGHES RT24 TW
0
101 101
W/ 14-16d NAILS
1101 101 1 1 101
(2) 2"x6" TOP (2) 2"X6" TOP
PLATE PLATE
HUGHES RTI2 TW
W/ 8-16d NAILS / O
CO
2"x&" PT WD. AT 16,11 O/C or
BEARING PARTITION
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2"x&" AT 16" O/C I-r-
(TYP.) (�l
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EXISTING ROOFING AREA LLJ
TO BE CAREFULLY REMOVED, ry z
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PLATE
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HUGHES "MS"
W/ 8-10d NAILS Ld U
WUGHES "MS 3 o z
M DSILL ANCHOR �� �� HUGHES RT12TW t _ 4' I Lv Z
W/8-10d NAILS 3 2x6 Pt WD W/ 6-16 d t0 WOOD AND N Q
TYP.) 13011. PLATE ;; (3) HILT[ PINS DN 32 PB — —i —1
OR 3-1/4" DIA, x2 1/2" TAPCONS UR= 3 2 ib
ry
b ,., ', a I.I... . :.:., :a;I•: ;I:( -. �'.�' •.• HUGHES TAI6 N U
r 3"x12" WO BLOCKING / O
BETWEEN RAFTERS (TYP) 4 4lb O O
Lr- Q u
\ \ 3"x12" WD RAFTERS 0 24" O < J
8" 2'-0" g•• WF-24 3
2"x12" OUTLOOKER 16" O.G. Q 2 U LLI
U N n
3W5 CONT.
(p o A-5
LOAD BEARING PART. DET. LOAD REARING PART. DET. o
SCALE N.T.S. SCALE N.T•S.
WOOD FRAMED BEARING
PARTITION BELOW W/ 2"x6" 0 /
16" O.C. 211x6" BASE PLATE
3 t 2-2"x6" TOP PLATE -1 '
Lu
TAI6 W/(5) 10d
HUGHES EUH 26-10 NEW EL + 81-c:"
W114-10d TO RAFTER — —
5-10d TO OUTLOOKER
� URo 5I
HUGHES TAI6
" SUPEi�iMPOSED LOADS:
EXISTING TB EL +/ 8_4" _ / - -EXIS ING TB EL/ /- a' ROOF DEAD LOAD 20 PSF
ROOF FRAMING PLAN
ROOF L I V1= LOAD 30 PSF
ZONE "211
SCALE: 1/4" = 1'-0" W M
SEE WIND LOAD CALCULATIONS ATTACHED t�
47 ' / \ FOR LATERAL LOADS d UPLIFT. Al J
I -&X
I I ZONE ..2.. \ , , o� Q E
ZONE '2" I = -' \ / W
ZONE "I"
N — I O cry
I I I I
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0
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ZONE 2 \4 0 op �
81_Oil
Date 01-29-01
8'x4' TYPICAL
/8' COX EXTERIOR P D Scale AS NOTED
Ii_6n Ii_�n
NAILED WITH +"8d-N S P E
ROOF UPLIFT ZONES AT 4" O/C AT EDGE � «Imd NAILS ROOF DIAPHRAGM PLAIN] Drawn G.D.J.
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Job 00-320
ZONE "1" 31 PSF Sheet
3
ZONE "2" 62 PSF A-5
Of 8 Sheets