HomeMy WebLinkAbout5013-15GALVANIZED AND PAINTED
FLASHING UNDER (E) FLASHING
4*
CLR, TYP
12*
ad x 11/2", 6 TOTAL
(E) PLY ROOFING
(E) COMP ROOF
(E) FLASHING
ad ® OC
2 TOTAL MIN
EACH SIDE
6"
GALVANIZED AND PAINTED
COLD FORMED FLASHING
(E) 6x16 RIDGE
BEAM EXTENSION
(E) 2x8 RAFTER, TYP
11
61/2" FR -19 FIBERGLASS
BATT INSULATION
4±
12*
(E) PLY ROOFING
(E) COMP ROOF
(E.) FL.ASHING
8d x 11/2, 5 TOTAL
GALVANIZED AND PAINTED
FLASHING UNDER (E) FLASHING
(E) 2x8 RAFTER,
1 ais" 12" OC BUGLE TYP
HEAD (TYPE W)
DRYWALL SCREW, TYP
5/8" GYPSUM BOARD
(E) 6x16 RIDGE BEAM
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, TF -IE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
(E) COMP ROOF
SIM
12*
4±
1" CLR, TYP
(E) PLY ROOFING
:(E)' IFIA$MING
(E) 2x8 RAFTER
3" TYP
8d (i) 6" OC
2 TOTAL MIN
EACH SIDE
(E) 6x10 EAVE
BEAM
(E) PLY ROOFING
(E) RAFTER
adx11/2"
(.E:) COMP ROOF
(E) FLASHING
FLASHING
1"
OR
(E) RIDGE BEAMOR6R
EDGE BEAM EXTENSION
.7" -"--
5
IN
REMOVE UNSOUND
WOOD
RIDGE BEAM SHOWN, EAVE BEAM SIMILAR
(E) PLY ROOFING
12*
4±
(E) COMP
OF
12" OC
p*.) A D
LASHING
8d
(E) 2x8 RAFTER
12" OC, STAGGERED
(E) 2x8 BLOCKING
lx8 FASCIA
BEAM
FIBERGLASS BATT
IN
DUCT HOOD
NOT SHOWN
GALVANIZED ROUND
DUCT FLASHING
(E) PLY ROOFING ---„N
(E) COMP ROOF
5/8" GYPSUM BOARD
DUCTING, SEE
CIVIL DRAWINGS
0 A
u/ kij
STRU CTU R AL EN GI N EERS
1 d. TOTAL,
2x BLOCKING
GALVANIZED ROUND
DUCT FLASHING
FIBERGLASS BATT
INSULATION
(E) COMP ROOF
4±1
1 2±
DUCT HOOD
NOT SHOWN
(E) PLY ROOFING
(E) COMP FROOF
2x6 LOCKING,
TYP
(E) 2x RAFTERS
5/8" GYPSUM BOARD
DUCTING, SEE
CIVIL DRAWINGS
PROJECT DATA
1. PLANS AND CALCULATIONS FOR THE STRUCTURAL. DESIGN WERE BASED UPON:
THE 2010 CALIFORNIA BUILDING CODE
2. DESIGN LOADS ARE AS FOLLOWS:
LATERAL
SEISMIC PER ASCE 7-05 OCCUPANCY CATEGORY I
SEISMIC IMPORTANCE FACTOR,
SITE CLASS D
Ss =15 Si =06
Sos = 1.0 SDI = 0.6
SEISMIC DESIGN CATEGORY D
FOUNDATION
BEARING PRESSURES
. REINFORCED CONCRETE:
1500 PSF
NEW EXISTING
= 3,600 psi re = 3,500 psi
fy = 60,000 psi fy = 60,000 psi
ABBREVIATIONS
#
AT
DIAMETER
NUMBER
CENTER LINE
CLEAR
COMPOSITION
EXISTING
EACH
GAUGE
MAX
MIN
OC
PLY
T&G
TYP
MAXIMUM
MINIMUM
ON CENTER
PLYWOOD
TONGUE AND GROOVE
TYPICAL
WITH
NOTES:
1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SIZES, CONDITIONS, AND DIMENSIONS BEFORE
BEGINNING C014STRUC N AND/OR ORDERING MATERIALS. ANY CONDITIONS ENCOUNTERED IN
THE FIELD THAT CONFLICT WITH THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER IMMEDIATELY.
2. REMOVE EXISTING COMPOSITION ROOF AND REPLACE IN KIND WHERE REQUIRED FOR ROOF PENETRATION.
3. ALL NAILING TO BE 1" CLEAR MINIMUM TO FACE OF TIMBER FRAMING AND EDGE OF FLASHING.
4. ALL FLASHING TO BE MINIMUM 20 GAUGE GALVANIZED STEEL.
5. REMOVE EXIS11NG EXTERIOR 1x8 DIAGONAL SHEATHING SHOWING SIGNS OF DAMAGE AND REPLACE
WITH NEW 1x8 SAW TEXTURED PREMIUM REDWOOD T&G TO MATCH EXISTING. CONNECT NEW lx8
WITH 3.-8d NAILS TO EACH STUD AND 4-8d NAILS TO BOUNDARIES. ESTIMATED 20% OF
EXISTING 1x8 DIAGONAL SHEATHING TO BE REPLACED.
6. CLEAN AND PAINT EXTERIOR EXPOSED SURFACES OF TIMBER FRAMING TO MATCH EXISTING.
7. ALL NAILS SHALL BE HOT DIPPED GALVANIZED.
8. EDGES OF GYPSUM BOARD SHALL OCCUR OVER 2x8 RAFTERS.
9. DRYWALL SCREWS SHALL BE LOCATED NOT LESS THAN 3/4" AND NOT MORE THAN 1/2"
FROM GYPSUM BOARD EDGES.
Pre r Under The upervision Of
DIAL
BEFORE
YOU DIG
TWO WORKING
DAYS BEFORE
YOU DIG
BY:
TEH
1 33, e. 131
BY:
DSR
DA
AS SHOWN
416/13
3'
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
605 The Alcs
San Jose, California 951 26
406— 296-551 5
Date
HONY NOTARO RCE C51739
TE:
R.C.E. 511