HomeMy WebLinkAboutPermit Building 2017-02-28(E) BUILDING
MAIN ST.
1 SITE LOCATION
N.T.S.
JOB SUMMARY:
OF WORK
PROPOSED WORK: ROOF TOP COVER
BUILDING USE: RESTAURANT
OCCUPANCY: B
CONSTRUCTION TYPE: V -B
BUILDING AREA = 3472 SQUARE FEET
ROOF COVER AREA = 689 SQUARE FEET
BUILDING HEIGHT = 18', 1 LEVEL
SHEET INDEX:
Al SITE PLAN/ELEVATIONS
S1 FRAMING PLAN
SIDE ELEVA
3/16" = 1'-w
.,v v� kms) r.,RAPET
FRONT ELEVATION
3/16" = 1'-w
0
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w
w o
fg Fxd
W o
w m
d
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0I H2.5A
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2x6 LEDGER
(2) 16d @ 24"o.c.
N
Z
W
6 Q m
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W U)
N
d x O =
N
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iM
16d TOE NAILS -L-
H2.5A
13'-0"
(E) 32" PARAPET WALL
(E) ROOF COVER
(PREVIOUIS PE7�9"ox.
TMETAL ROOF:
#10x1 1/2" SCREWS
AVG. TO
SUB PURLINS, BLOCKING, EDGES
LAP SEALANT REQUIRED
2x4 FLAT SUB PURLINS 24"o.c.
�6 I(E) ROOF COVER
(PREVIOUIS PERMIT)
®J®�1w
20 POST
LSTA9 STRAP (E) BEARING WALL BELOW
:Al- TO BEAM
HOA10 BASE
(TYP)
(�,� FRAMINGPLAN
1/80 = 1'-0"
(E) ROOF COVER
(PREVIOUIS PERMIT)
NOTES:
1. ALL PENETRATIONS OF (E) ROOF
ARE TO BE RESEALED.
2. CONTRACTOR TO VERIFY THAT
POSTS ARE CENTERED ON (E) BEAMS.
MATERIALS:
1. METAL ROOF: 29 GA HOT DIP
GALVANIZED; PAINTED
2. APPROVED LAP SEALANT. INSTALL
PER MANUFACTURER'S INSTRUCTIONS
3. SUB PURLINS, RAFTERS: #2 DF—L
4. BEAMS: #2 DF—L
5. POSTS: #2 DF—L
OREGON
(3) 16d TOE NAILS
W
F
U
d
O
2x4 POST o
(2) LSTAP STRAPS w
VERT. TO BEAM w
HGA10 BASE
(TYP)
(3) 16d TOE NAILS
o
x
N
0
N
U
00
N
N
91
x
04
ao
N
0
N
0
�6 I(E) ROOF COVER
(PREVIOUIS PERMIT)
®J®�1w
20 POST
LSTA9 STRAP (E) BEARING WALL BELOW
:Al- TO BEAM
HOA10 BASE
(TYP)
(�,� FRAMINGPLAN
1/80 = 1'-0"
(E) ROOF COVER
(PREVIOUIS PERMIT)
NOTES:
1. ALL PENETRATIONS OF (E) ROOF
ARE TO BE RESEALED.
2. CONTRACTOR TO VERIFY THAT
POSTS ARE CENTERED ON (E) BEAMS.
MATERIALS:
1. METAL ROOF: 29 GA HOT DIP
GALVANIZED; PAINTED
2. APPROVED LAP SEALANT. INSTALL
PER MANUFACTURER'S INSTRUCTIONS
3. SUB PURLINS, RAFTERS: #2 DF—L
4. BEAMS: #2 DF—L
5. POSTS: #2 DF—L
OREGON