HomeMy WebLinkAbout0214.95.71
2nd FL
TOP 01- V1A1.L; SEE: P-A,,E 1
EAVE DETAIL: --- -
- MIN. R - °8 BATT OR BLO1,TI -IN IN5UL.
�T
-MIN, R -Iq BATT INSULATION
L1
I/2" G.H.B. ON b MIL. POLY
VAPOR BARRIER
f -,
f.�
l -1
fo-
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f1
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3/4" FLOOR 5HEATHIIV3 -
OWED 4 5GREWED
fL
9OR (IF APPLICABLE) f1
�1
2x10 FLOOR J015T5 0 Ib" O.G. MAX.
OR FLOOR J015T5 AS PER PLAN
O.W.B. CEILING -
- 2) .2xl2's HITH 112" PLYWOOD PLATE
TYPICAL WINDOWS, 5CE PLAN FOR '
51ZE AND LOCATION
MIN. 3 1/2" x 51/2" x 5/I6" STEEL
ANGLE LINTLL
_OPED ROkLOCK SILL - - -- 1
SIDING /QIP 1RIM PER ELEVATIONS _
O x4 5TUD5 ® Ib" O.G.
F-
MIN. 2x4 TREATED PLATE
lliWITH 1/2" ROUND ANGHOR5
u, m 48" O.G.
3/4" FLOOR SHEATHING —
MIN. 2xb TREATED FLATE
ON riDEROLA55 51LL SEAL
THRU -HALL FLA5HING
/- RIGID INSULATION
MIN. 8" FOUNDATION WALL
TERPROOFING A5 RIOUIRED
MIN. 4" CONCRETE SLAB OVER
b MIL. POLY VAPOR BARRIER
OVER 4" GRAVEL FILL
EXPAN51ON JOINT MATERIAL
TYP. RAKE
SIDING; FRONT
ELEVATION ONLY
T) P. RAKE
SIDING
NOTE SEE AL50 ELEVATIONS
FOR GONDI T10N5 NOT
5HOHN HERE.
- DRIGK VENEER; PROVIDE
Y'1ALL TIES, FLA5HINO
AND WEEP5 PER
INDUSTRY STANDARDS
- 7
RIGID INSULATION
- -4" PERFORATED DRAIN � _�• �_ :�•
(2) 5 BARS CONTINUOUS
TYPICAL BASEMENT TYPIGAL BASEMENT
SIDING , @ h'ASONRY
NOTE: SEE 5E'GTION5 /ELEVATIONS FOR
CONDITIONS NOT 5HOWI4 HERE
(2) #5 BAR'S; CONT. n
TYP. THICKENED SLAB
UNDER DEARING NALLS
1 -00
Ix8 RAKE ON 2Xb LADDf R_ '
Ix8 RAKE ON 2x6 BLOCKING
Ix8 SOFFIT �—
Ixb FA5GIA ON 2x4 BLOCKING-
Ixb FASCIA Gl
51DING 21
TYP. RAC "E
MASONRY
Design Loads:
CORNER -IF
CORNER 1F
SIDING - --
TYP. CORNER TYP. GORNE"
BRICK @ SIDING
F l -_OOF� 40 P5F- LIVE LOAD
10 P5F DEAD LOAD
ROOF" 30 P5f7 LIVE LOAD
10 P3i" DEAD LOAD
Rou h Gar entr :
I THE CARPENTER SHALL CAREFULLY LAY OUT AND
ERLGT ALL 51RUGTURAI_ t- 11'1.1DE=R5 OF ROUGH GARF :`J7Rf,
I- RAMING, 511CATHIN0, AND BRIDGING ALL ML"MCCR5
5HALL E3E. PROF'ERL.Y F'LUME3L:D, LEVLLD, AtJD BRACED
UN TILL ALL 51 RUG'TURAL CONNE=CTIONS ARE IN PLACA'
A SUFFICIENT NUMBER OF NAILS, SGREH5, AND BOLT
SHALL BE-* U5ED TO IN5UKE THE RIGIDITY OF THL
CONSTRUCTION.
-i f_RAf- iINC_i LUMt3CR SHALL CONE "ORM WITH NATIONAL
PF'310N SPEGIFICATION5 FOR 5TRE55 ORADE LUML'U.R
AND ITS FASTENINGS.
J015T5 AND ALL OTHERS.
NO.2 DOUGLAS FIR LARCH
OR YELLOW PINE Flo - 1450 psi
F "G ■ 1000 p51
E 1,160,000 pel
5 ALL FIR5T FLOOR SILL PLATES, CRAHL 51`AGE
FRAMING, AND 5TRUCTURAL MEME3ER5 EXP05ED TO
V4LATHLR 5HALL BE HOLMANIZL=D F'RE55URE TREATE=D.
4, ROOF TRUSS DE510N, 5PE51FICATION, AND ERECTION
PROCEDURE TO BE SUPPLIED DY THE TRU55 MANUFACTURER
5 MICRO -LAM BEAM 5TRUGTURAI_ PROPERTIES:
Fb ■ 2800 psl
Fc 2�OO pal
E _ x,000,000 p '5l
6 PROVIDE DIAGONAL BRACING AT ALL EXTERIOR
CORNERS
1. FRAMING OVER 5IRDER5 AND BEARING PARTITION5.
JOISTS MAY BE BUTTED TOGETHER OVER THE CENTER
BE=ARINE5, PROVIDED JOISTS ARE TIED TOGETHER, OR
J015T5 MAY BE LAPPED AND NAILED TOGETHER.
MINIMUM LAP, 4 INGHC5; MAX. OVERHANG, 12 ".
8. FLOOR J015T5 5HALL BE DOUBLE UNDER EACH
PARALLEL PARTITION.
q. BRIDGING. MAxIrlUM SPACING 10', BRIDGING SHALL
BE CR05513RI061N6 U51N6 IX3 INCH BOARDS OR SOLID
ERIDGING OF J015T DIMENSION. 5E r 50LID BRIDGING
IN AN OFFSET FASHION.
10. WALL t PARTITION FRAMING, UNLESS OTHERHI5E
SHowN 5PA6E= 5TU05 a 16" O/G DOUBLE 5TU05 AT
OPENINGS. CONSTRUCT PARTITION CORNERS WITH NO
LE55 THAN 5 FULL MEMBERS. HALL5 AND BEARING
F'ARTITION5 SHALL HAVE DOUBLE TOP PLATES
PLATE5 RE5TIN6 ON MASONRY OR CONCRETE 514ALL BE
ANCHORED HITH BOLTS.
11 GLUE 5UB -FLOOR USING RECOMMENDED APHE51VE,
APPLY GLUE BEAD TO FRAMING AND ALONG PANEL
r E� A75, NAIL H/ IDD NAIL. S ® 12" O/G
12. F ROVIPF NAIE_E:R5, NAILING E TRIPS, AND GROUNr'S
A5 NECESS,ARi( AND P-161OLY SECURE IN PLACE FOR
ATTACHMENT OF TRIM, FINISH, AND OTHER WORK,
13 J015T HANGERS a A.E_L_ FLU51,A UEAt15 5HALL PF_ t - +IN
It, GA GALV. STEEL, AND PROPERLY 51ZLD TO ACCEPT
JOIST5
I'll
�— HOOD TRU55E5 OR RAFTERS —
12"
- - - -- MAINTAIN MIN. 2" AIR SPACE
MIN.
IN5UL. TO DECK - - -
- - -\
��
- -- MATCH EAVE 100HT ® ALL
��
PITCH CONDITIONS
FALV. MTL. DRIP
�-
7,
IXb GUTTER L3RD. ON 2X6
-
GONTIN0005 E3LOGKIN0 —
-
- 3 1b" h11N. SOFFIT W/ 6"X12" VENTS
0 4' -0' O.G.
' =1
- IX8 MIN. ON IXb E3LOGKIN0
':1
Ixb MIN. ON GUT 2X6
I
alb" O.G. ON IXb BLOCK
1
1
\�
1/2 EXTERIOR SHEATHING
- - -- -LAP SIDING
MASONRY VENEER - -
TYP. EAVE
TYPI.
EAVE
51 D I NG
@ MASONRY
NOTE: RAKE t EAVE DETAILS 5HOHN REPRESENT GENERAL 5GHEMATk GONDITION5
ONLY. REFER TO ELEVATIONS AND /OR SECTION FOR REOUIRLt-1LN15 NOT' 5HOVU4.
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