HomeMy WebLinkAboutSht A2.4 - Heron Sections 05-23-19 ?SSD
ARCS
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.�, TREVOR P.M. n
30YR.ASPHALT SHINGLES(PRE-FINISHED METAL ROOFING AT SOME LOCATIONS,SEE .4 PIERSON
ELEVATIONS)
• SYNTHETIC ROOFING UNDERLAYMENT over ARC CT
• 5/8"058 over N 9 Q'
ENGINEERED WOOD TRUSSES w/12"ENERGY HEEL @ 24"o.c.w/R-49INSULATION
PROVIDE ICE&WATER SHIELD 2FEET FROM THE INSIDE OF THE EXTERIOR WALL AT ALL 9r Al
EAVES 8,18'EACH SIDE OF EACH VALLEY O MOB
BAFFLE TO MAINTAIN I"MIN.CLEAR VENT @
UNDERSIDE OF SHEATHING
2X BLOCKING EA.TRUSS BAY,
HOLD DOWN 2'FOR ATTIC
VENTILATION
C9p PIE-FINISHED METAL DRIP O
1 X8 MIRATEC FASCIA W/
1 X4 SHADOW BOARD,TYP,
W
2'-0' 30'-0" 2'-0"
_ SEISMICCLIP(SIMPSONHI, N w
z
' or SIM)AT EA TRUSS-TYP Q
z (2)2X10 HEADERS,U.N.O. W J
Lu V
l7 m Z
m g 1/2'GWBover 12" Q
- z VAPOR BARRIER 10"D a V O N
m WINDOW,SEE FLOOR PLAN FOR TYPE&OPERATION, _J m
0 OWNER TO SELECT WINDOW BRAND&MATERIALS
Z O
m PREFABRICATED ROOF TRUSSES J
O
_ T_O.UPP�fl V'LL r
3/4"PLYWOOD SUBFLOORGLUED&NAILED _ _ T.O.UPPEfl WALL n �1
�TO 11-7/8'I-JOISTS @ 16'o.c:TYP I I F 2 7/8" v _
uj
SPRAY FOAM URETHANE INSULATION AT
RIM JOISTS,TYPICAL ALL FLOORS,31/4"
MAX.THICKNESS
BED NOTE:FOR MATERIALS
11-2 X 11.3 A, AND ASSEMBLIES,SEE BED 1
u-z x n 3 BED �
DETAIL 2/A2.4 13-6X 11-4
117/8'RIM BOARD M _ UPPER LEVEL t1
u 44
111'-1 3/4"
UPPER LEVEL I\
111'-11 3/4"v - -- -
_ LO.WALL
T.O.WALL 110'-11/8"
110'-11/8"
1/2'GWB
(2)2X10 HEADERS,U.N.O.
5 a
WINDOWTRIM-TYP
GARAGE
GARAGE n-o x z3-6
t t-o x 23-6 KITCHEN
MAIN LEVEL I�
MAIN LEVEL _ _ 1-� 0v
I=III =1 =1 =1 I=III=III 11 M 11:
_ _ _ _ -III-I III-III-III-III-III CRAWL SPACE I= III
T.O.FOOTING
95'-93/4�"
T—°9n34
r
$ WINDOW,SEE FLOORSELECT
BRTYPEM AERIALS `x..�y..1
9 � OWNER TO SELECT WINDOW BRAND&MATERIALS I�
o t/zGwBover nUPPERDECKSECTION
I/2'GVAPOR Bover 1/4"=1'-0" 1 BUILDING SECTION
1/4"=1'-0"
g SIDING(SEE EXT.ELEVATIONS)on
`o AIR INFILTRATION BARRIER on
d a 1/2'OSB SHEATHING on 2x6 WOOD STUDS @ 16"oc.w/
R-21 INSULATION
~ 31C PLYWOOD SUBFLOOR GLUED&NAILED
TO 11J/8"I-JOISTS @ 16'o TYP
W
SET DOOM THRESHOLD IN MASTIC
av
2X P.T.SILL PLATE W/SILL SEAL METAL FLASHING
2X6 STAINED REDWOOD, 42'MIN.GUARDRAIL
$ SPACED TO DRAIN 2X6 STAINED REDWOOD,SPACED TO DRAIN LLI
TAPERED P.T.SLEEPERS TAPERED P.T.SLEEPERS @ 16'Or- CA
1/2"c ia.ANCHOR BOLT w/3x3x1/4 PLATE UPPER LEVEL UPPER LEVEL ~
>E '� WASHER @ 48"o.c:TYP(BOLTS TO BE
LOCATED NOT MORE THAN 12"OR LESS THAN 111'-1 3/4"
F 7 BOLT DIAMETERS FROM PLATE SECTIONS)-
EM
BED III—III— EMBED 7'MIN EPDM MEMBRANE BRANE,EXTEND UP LLI
BITUMINOUS DAMPPROOFING TO GRADE OR THRESHOLDHORIZONTAL 44 REBAR;(1)WIN 12"OF TOP AND(1) T..WA -v110' WAL@MID-HEIGHTOF WALLNOTE: METALGUTTER YWOOD,GLUE&
-15MIN.INSUUTIONw/CONT.VAPOA VERTICAL WALL REINFORCEMENT.Y4 REBAR@48"O.C.UP 2X10DECK101ST OISTS
BARRIER TO I.5'FROM TOP OF WALL. 1X4MIRATEC
FOOTING TO WALL JOINT REINFORCEMENT:a4 REBAR@2' SC EWSWl 24"O.CN
I'. EXTENDS UP INTO STEM WALL 14"MIN. SDS25312 SCREWS@ 24"O.C.
...I _ EVE BY OTHER JOINT REINFORCEMENT BAR MAY BE
—III- REPLACED BY THE LONGER WALL VERTICAL REBAR,
__ _ �CUPPER DETAILDETAIL n LEDGER DETAIL SECTIONS
I III RESULTING INVERTS EVERY 24'FOR 110NTREINFORCEMENT. v ,
VAPOR BARRIER,OVERLAP "I. MAINTAIN SUPPORT ANDCOVER PER IRC R400217A. 1"=1'-G" 1° 1-�
a F. III- REINFORCEMENT SHALL BE SECURED IN PLACE TO PREVENT
JOINTS 6'MIN.&SEAL, _ DISPLACEMENT DURING CONCRETE PLACEMENT.
EXTEND UP WALL 6"AND � I` --
ATTACHTOWALL '•° u.. 0. 16"x8'CONIC.FOOTING w/(2)a4CONT:TYP,VERIFY
I IT _ III—III- WITH GEOTECHNICAL REPORT
_���_��� = COMPACTED STHUCNRAL FILL UNDER
a FOOTINGS PER GEOTECHNICAL
RECOMMENDATIONS&REQUIREMENTS 2 WALL SECTION-2-STORY
MAY 23,2019