HomeMy WebLinkAbout0200.97 Building Plans 4I
:T
I
Design Loads:
FLOOR 40 PSF LIYE LC?A�D
10 P5F DEAT7 LDAD
ROOF 30 P5F LIVE L0�17
10 P5� DEAD LOA�D
Deslgn Loads:
I. THE GARPENTER SHALL GA�REFULLY L�YOUT A�1D
EREGT �LL STRUGTURI�.L MEMBERS OF ROUGH GARPENTRY,
FR�MING, SHEATHIMG, AND BRIDGING. ALL M�MBERS
SH�LL BE PROPERLY PLUMBED, LEVELED, AND BRAGED
UNTIL ALL 5"I"RUGTUR.A�L GONNEGT�I�NS ,4RE IN PL�GE.
P� SUFF I G I ENT NUMBER OF N�41 L5, SGR.EWS, �4ND BOLTS
SHALL BE USED To INSIJRE THE RIGIDITY o� THE
coNS
2. �RAMIHG LUMBER SHALL GONFORM WITH NATIONA�L
DE51GN SPEGI�IG�4TION5 �OR 5TRE55 GRf�.DE LUMBER
P.ND I T5 FASTEN I HGS.
JOISTS AND ALL OTHER:
N0.2 DOUGLAS FIR LP�RGH OR YELLOW PINE
Fb 145D psl
Fc l000 psi
E 1,700,00o pdi
3. ALL FIRST FLOOR SILL PL�4TE5, GRAWL SPAGE
FRAMING, AND 5Ti2lJGTUf2AL MEMBERS EXP05ED TO
WEA�THER SNALL B� WOLMANIZED Pi�55URE TREA�TED.
4. R<J4� TRU55 DE51GN, SPEGIFIGATION, AND EREGTION
PROGEDURE TO BE �JPPLIED BY THE TRU55 M/�NlJF/�GTURER.
5. MIGR4-LAM BEAM STRUGTURAL PROPERTIES,
Fb 2800 ps(
Fc 270o psi
E 2,000,00o p5i
6. PROYIDE DIAGONAL BRAGING AT A1_L EXTERIOR
�aR���.
�T. FRAMING OYER GIRDER ,�ND BEARING PA�RTITIOMS.
J015T5 MAY BE BUTTED TOGETHER 01/ER THE GENTER
BE�4RING, PR4VII�E J415T5 �fi?.E TIED TOGETHER, OR
J015T5 MAY BE LP,PPED P�ND NAILED TOGETHER.
MINIMUM LAP, 4 IHGHES; MAX. OVERHANG, 12"
8. �LOOR JU15T5 SH,�LL BE DOUBLE UMDER E�hGH
i'ARA�LLEL PARTITION.
q. SOUND PROO� INSULATE /4LL BJ�THS LAUNDRY
10. WALL PARTITI4M FfZF�MIMG. UNLE55 OTHERWISE
SHOWH, SHf�LL BE STUDS I6" 4.G., DOUBLE 5TUD5 AT
OPENINGS. GONSTizUGT PARTITIOi� GORNEt?5 WITH NO
LE55 THAN 3 FULL MEMBEfZS. WALLS AND BEARING
1�'A�1fDl��".�-`-�L��f���1d��t ��D�IE51 VE,
PLA�TES RESTING ON Mf450NRY OR GOHGRETE SHALL BE
ANGHORED WITH ANGHOR BOLTS. (5EE �OUND. NOTES)
12. PROVIDE NAILERS, NAILIMG STRIPS, AND GROUNDS
APPLY GLUE BEAD TO FR,4MING AND �4LOMG PANEL
GROVE EDGES, NAIL W/ IOD N�ILS Iz" O.G.
13. J015T H�HGERS 1�LL FLUSH BEAMS SHALL BE MIN.
P�5 NEGE55�RY AND RI G I DLY SEGURE I N PL�GE FOR
ATTAGHMENT OF TRIM, FIt�15H, AND OTHER WQRK.
I6 G A L V. S T E E L, A N D P R O P E R L Y 5 1 Z E I T O A G G E P T
J015T5.
o
24'
3'-7" 4'-3 V2'�
4
W.I .G.
1
2/6
14 5
i'
N
II'
N
Q
i
m
�in�o� �Gh�du I
window r.o. widt� r.o. hei t
355�i 2'- I I 3/4" 4'- I I 3/�"
2�i5�-2 4'-I D 3/4" �'--I I 3/�-"'
35�47--2 5'- I O 3/4" 3'- I I 3/�"
21�-I I'-q �/4" �'-5 3/�-��
681 +T�'.A�1�50M 3�-0 3/�-" I o 3/8"
3�25
���q 2'- I I 3/4" �l'-U 3/�-
��2�J-2
�55�-2 5�-l0 3/4�� 7�-0 3/4��
3525-3
3��q-3 8'-q 3/4�� 7�-0 3/4��
3�25
3��� 2'- I I 3/4" 5'-O 3/4
2525
2�5Q 2'-I 3/4" �7'-O �/4��
�541 Af�G
355a 2'- I I�/4" I
3�41-2 5'-10 3'--� 3/�-��
��oo�
SGI�LE: I/4��- �'_O��
i����
N
O
fV
2�IC O 5F
42C SF
3��� 5�
h I
f�r
M� I �l L���L
Uf�F'�i� L�\/�L
T�T,�L._ l_I�IN�7 �4�'E�
�1�'r.�r�d I� i�'r.:?�='.c::l -I
I ��..�T �'l___ �1�
�C"��4L_ E: I /4�� �_Cj��
x'�
I
R
q
r
m
D
0
c� m
O'
LL.1
0
C
4
Q
l�+b
DRAWN BY
R
GHEGKED BY
GLW
DATE
2��b�a
SHEET NO.