HomeMy WebLinkAbout08050061.26(SEE FUJ St
8S LAl.
Hol k s:cle
UM
VERIFY LAUt.'DRY SHELMNG
CaNFIGURATION W/ O14tER
R _')UG_ H CARPENTRY NOTES:
to
\—ROD .
in
CL05ET (1R /1S)
L3E:.
\cRiFY CLGSET SHELWNG
CONFIGURATIOY W/ OMER
i. OF ROUGH CARPENTRY, FRAMING, SHEATHING, BRIDGING, ETC. ALL MEMBERS SHALL BE
PROPERLY PLUMBED, LEVELED AND BRACED UNTIL ALL STRUCTURAL CONNECTIONS ARE
IN PLACE. A SUFFICIENT NUMBER OF NAILS, SCREWS AND BOLTS SHALL BE USED TO INSURE
RIGIDITY OF THE C014S- RUCTION.
2. FRA,iING LUMBER SHALL CONFORM WITH NATIONAL DESIGN SPECIFICATIONS FOR STRESS
GRADE LJMBER AND ITS FASTENINGS. JOIST, BEAMS, RAFTERS, HEADERS, ETC. TO BE
,'2 DOUGLAS FIR LARCH OR ;12 YELLOW PINE.
STRESS VALUES:
.b=1400 PSI
=C =1 '000 PSI
= V =90PSI
== 1,600,000 F S I
3. I:11CRO —LAM BEAM STRESS VALUES:
=b =2800 PSI
=c =285 PSI
2,000000 PSI
BUILT —UP MIENIBERS TO BE FASTENED PER MANUFACTURER'S RECOMMENDATIONS.
ALL STRUCTURAL HEACERS AND BEAMS TO BE DROPPED (2) 2x12'S WITH 1/2" SOLID
FILLER UNLESS NOTED OTHERWISE.
5. ROOF TRUSS' DESIGN, -SPECIFICATION AND ERECTION PROCEDURE TO BE PROVIDED
BY TRUSS MANUFACTURER.
S. ALL LOWER LEVEL SILL PLATES AND STRUCTURAL WOOD FRAMING EXPOSED TO WEATHER
SHALL BE %YOLMAN12ED PRESSURE TREATED.
r. PROViDE DIAGONAL CORNER BRACING AT ALL .EXTERIOR CORNERS (INCLUDING TENANT
SEPARATION 'NALL CORNERS) AT EACH UNIT, EACH FLOOR. CORNER BRACING MAY BE
E LIhMNATED '/;'HERE ALTERNATE WALL SHEATHING IS ALLOWED.
8. ALL BEAI%4S TO HAVE CONTINUOUS LATERAL SUPPORT.
9. TOILET PLUMBING, FURNANCE PLENUMS, GAS FLUES, COMBUSTION AIR VENTS, ETC.
10. MiAINTAIN JOIST SPACING FOR DUCT WORK WHERE DIMENSIONS ARE GIVEN.
11. f +}' ; =_? SYMBOL INDICATING INTERIOR BEARING WALLS.
12. MULTIPLE MEMBERS FLOOR JOISTS OR HEADER SHALL BE GLUED AND NAILED TOGETHER
TO ACT AS ONE MEMBER.
13. /'-,,LL NAILING & CONNECTIONS SIhALL BE PER LOCAL CODES OR MANUFACTURERS
RcC01vIIvIENDATION.
FR A1v'11 \.IC NOTES:
DrESIGN LOAD:
FLOOR, 40 PSF LIVE LOAD
10 PSF DEAD LOAD
UNIT BALCONY 60 PSF LIVE LOAD
10 PSF DEAD LOAD
ROOF T.C.: 20 PSF SNOW LOAD. 7 PSF DEAD LOAD
PLUS REQ'D. DRIFT LOAD PER SEC. 1614
',A1IND 70 IAPH, EXPOSURE "B ", IMPORTANCE FACTOR 1.0
0 _'_E:
TRUSS IV1,ANUIFACTURER TO HOLD VERTICAL LEGS OF ALL VOLUME TRUSSES,
NOT OCCURING AT A BEARING FOINT. BACK 1 1/2" FROM FACE OF WALL BELOW.
CL
Cl) Cr
m
�Q
co
SLOPE TREADS - 4" ,ONC. SIDEWALK
" COIwC. STOOP - -- I PEE( FT.`7
1/2" EXP. JOIN
4" GRAVEL FILL
2 Id ;`, ••, 7
WELD -D WIRE --- -- -'`� ca� • \` L,_
REINFORCING MESH
`Rai• _ ('1011,4PAC T ED ST01•.IE -- ----�' � ��}}.rt `� �� 5' w tr.
(1i W
Rec
c9 MR9
T "(P. CONCRETE STEWS DETAIL
----- -- �-� NOT TO SCALE
r1; &t= L0Sri (2 %/15) 1'YP, LINEN CLOSET
Not to scot: — 11 • PANTRY SHELVING
L21y' NM to sass
VERIFY CLOSET SNELi1NG
CONFIGURA110N Vi/ 0M_R
TOP RAIL: KING ARCHITECTURAL
METALS 2„ 1 4" WIDE RAIL -u45 -908
ON 1 1 /2 HANNEL
BALL FINIAL AT CORNER POSTS
PICKETS: 1" SQUARE TUBEi 5 "0.
HORIZ. RAILS: 1" SQUARE TUBE
1X12
TRIM
BD.
2x4 TRIM
� I q
1x6 TRIM-/
SIDE ELEVATION /SECTION
FACE OF BUILDING
1/2 DIA. CARRIAGE-BOLT THRU-
BOLTED THROUGH DOUBLE FLAT
STUDS AT EACH SIDE OF DOOR
FRAMING OPENING. SECURE FLAT
STUDS TO DOOR FRAMING BY
TOE— NAILING AT 24" O.C. VERT.
BALL FINIAL AT COR14ER POSTS
PICKETS: 1" SO. TUBE, 5" O.C. MAX.
HORIZ. RAILS: 1" SQUARE TUBE
TOO RAIL: ';'45 -908 (2 •1(4" WIDE
RAIL) ON 1 1/2' CHANNEL
METAL GRATE ON ANGLE FRAME
CECORATIVE METAL BRACKET
M
`r
�r
co
tC>
2x:8 TRIM
1 x10 TRIM
A 10 ±�0LW,,II4 -- 51 "Of E FRONT
.�� NOT TO SCALE T
Q
m
FLOOR
TRUSSES
FULL BIZ __ BALC' IO lY.
Not to scale
a--
I o
CANT. 2 x
u
20' -0" REMBRANT
20' -0" MONET
16' -0" Da VINCI
9' - -8" MfiCISSE.
SPECIAL PICASSO
FRONT ELEVATION
21.10 /3RD
/ IIILf- Lf1VLL UIVII
FLR. UI9E
:I
[i)
I
II I
1_ aALC.GNY
_ FLR. GRA_c
1 .
�\_DECOIAATIVE METAL BRACKETS, "
ANCHOR BRACK SECURELY
TO N LL AND BALCONY
ANGLE FRAME
SIDE ELEV/SECTION FRONT #:L.FY.
SCALE: tJ.T.S.
2ND FLP.. U14E
s AL.COIY_F•L:
5/4x6" TREATED
DECKING
WOOD HANDRAIL
2 - HOUR
UNIT SEPARATION MALL
V STAIR CONSTRUCTION
BEYOND
FACTORY PRE -EUILT
STAIRS
I
STAIR FROM BASEMENT
TO FIRST FLOOR:
(2) 5/8" F.C. 'u'YP. 8D. ON
UNDERSIDE OF STAIR W/
UNFACED BATT INSUL.
BETWEEN STRINGERS
5/8. GYP. 8D. EACH SIDE
ON WALLS OF STAIR
STAIR FROV FIRST
TO SECOND FLOOR: .
- (1) 5/8" CrP. 8D. ON WALLS
- (1) 5/8" GYP. ON UNDERSIDE OF STAIR
TYP. FLOOR CONST.
SEE WALL SECTIONS
FIELD_ VERIFY TOP CON- —J
NECTION WITH FLOOR SYS-
TEM PROVIDED. TRUSS MFGF
TO PROVIDE SOLIC BEARING
1 LAYER. 5/8" GYPSUM ED.—
LAYER 5/8" GYPSUM 8D.
T STAIR FROM BSMT. TO FIF
FACTORY PPE-13
STAIRS
2x CONTINUOUS 1 <: