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GENERAL N
E
RA NOTES
O
TES
WOO
FRAMING
OF D
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01000
06
100
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i hd- frami ng sheathtn �, floorrn9_arxelated -work __These _DRAWINGS. DFTAILS, SPECIFICATIONS..and<re reproduction
--GENERAL : Providerag woosame are instrumentsof service and remainthe Property of GRIFFITH & AS -
extent
andconft9urat,onindtc ted. SOCIATES. Reuse in another lovationorProJect, or by o
r
using acon ructiondeliv delivery (Design/Build, Bid,Ne Negotiation, etc.)
` QUALITY ASSURANCE: construction shall be in str-ctc compliance with is specifically - notspecifically ificallY contemplated and by the A E
laIN n of theUm-form Butldin9Code.
codes and stardards, including 1985 editt Permitted. Contractoragrees that he/she shall assume sole and
-+i dttions, including safety of attPersons,O Lumber 24 or smatter res siry obsite con
MATERIALS. LUMBER shall be #2 Douglas Fir or U.O.N. nor-
tthat this requirement shalt apply conttnuously,and not bel,mitedto
ay be Standard or better Douglas U.O.N..N.AltT1MBERS and POSTS w,hteast matworksng'•hours and that the Contractor shalt'defend, irienntfY,and
shall be #1 Douglas Ftr, U.O.N. and free
2 dimension of 3.5�� or more 1uhold the OWNER and GRIFFITH & ASSOCIATES harmless from any aI_t
boxed heart. GLUE_LAMINATED MEMBERS shall appearance rade with exterior Fb--2400 Ps,, Fv-165 Ps, E -1.8x10 6� standard camber, U.O.N. WALL SHEATHING panels ltab,lt real or alleged, in connection with of this work,
ce tin9 ltab-lty arising from the sole negligence ofthe OWNER and/or GRIF-
.__
s
h
a l
t b
e 1/2n CDX
Pl wo
od S.0.N.
ROOF
OFS
SHEATHING
Pa
ne
lsshalt be 5/81,CDX FI
TH 8 ASSOCIATES.
PtYwood0 N. SUBFLOORING shall be 1.1251 CDX T&GPlY�odU.O.N.
I,
:
]U
ALITY
ASSURANCE
. ALL con
struct
, on
shall be
to s
t
rict co
mpl
ia
nce
with
h
'a
-
the Um_formFASTENERS. Provide LAG SCREWS and machine BOLTS conforming A307as trri_Pl,cable codes and standards includingthe 1988edition of
Gated, with stanchrd cut washer nuts and bolt heads.Mtn_mmsPac,n9atiend
edge distanceshall be 1.5 diameters U.O.N. Building Code the current edition the National Electrical Code, Uniform
distance shall be 4 diameters.mini-mum Plumbingand Mechanical Codes, and the California State Code
f
as follows. - ENSIGNS on the draw-`
shank and threads of lag screws shall not be scaled. DIM
Dr,ll lead holes for sh (tate 24). Drawings
a dimensions
., all elevations and � contractor shall verify � I ` n § shall
govern. Contra Y
t 9
y � 9
C
-
1
THREAD t to deviate
-
i agrees no
Contractor a r
`SHANK THREAD SHANK o fabrication or construction. The Contrac g
prior t
u 3/8 1/411
3/4 9/16 specifications without obtaining written
from these drawings, details and pe
- 11 11. _
11 11 1 "3/4 shall' be obtained prior to
1/2 3/8 approval from GRIFFITH & 'ASSOCIATES. -:Approval. P
11 ed b the
„,. all be roved
.- R. COORDINATION shalt Y
7 16 k; affected. ' C p
5/8 / proceeding with the work n9
with
fl l progression on of the Work to accordance
ensure the order
Contractor
to ens o9
shalt be
L
Con Y P
indicated. NAILS
sha
rx1 f
size t t,
e s all no
a of the tactor shalt I" s or larger The Cont Y
COMMON nail 9 specifications. I t� NAILS. shall be these drawings, ' details and
• H.N•� •� � h 9 Pe
CLIPS
sh
t
be
HANGERS
and L
METAL HA tate oc
O N.. M o facilitate . n t
schedule, U construction - LI►'I 1" "`�'. nail sch rens of c
to accordance with n GRIFFITH & ASSOCIATES of the tog
ce
Cola ha _ P ,
` le
to w
i
I r c
manufacturer man P of
ed the ,yen
�b� furnished �P hall be
urns notice s
f t,
shall be cutar, no 9
and by rte
ted In
indicated, the A E.
v,ded as t observation b /
N ro castonat Y Pa
A v N�C P
i I1Gl � -
L' is rW�
hiPd�l. l� SID 1 rs at at l e osed
-'` r'� U um,rxm or a roved non staining fastene
.' Gt
. a roved nails.- Provide al approved the following events:
L' 11°N
�N
m
locations.
I to
p t not concealed.
acted and braced "bu
-
Framing: erected ,
(il
l�
9
and
n -
-
true,
,n the sizes wood framing
t urrb
'leve
l and r
,
l ,
Install n9 on
In inspection
ON. P l to
OLD
INSTALLATION: STALL
ATI Fina
Pe
G o
-, alis -are dimensioned to face of
stud
o
r t
ated or required. W
I _
figurations ,nd,c �
• 1,
N I s
1 error walls and
DS at 16 oc at ext
scaled. U.O.N.
provide 2xb STUDS -
e terltne as indicated. P DEFINITIONS:
c n DE
alts.'. Provide'.
STUDS at E oto interior w tallation.
_ bearing walls pro 2x4 t and deliver to obs,te ready for ,ns
at interior 9 P _ FURNISH. supply 1
5 at ,ns in2x4w
watts. In
2xb walls 4x6 HEADER .open g or use b Owner.
X10 HEADERS at openings to • STALL. lace ,n location and condition f Y
b`IN p
accordance with manufacurers recommendations,' in
stall and SUBFLOORING to acc PROVIDE. furnish and anstalt.
rovide 1 2x10
ANCHOR BOLTS at mud
lien schedule
U.O.N. P /
with the nailing d A E.
accordance w 9 APPROVED .a rove /
PP by
• uOCIATES.
oc U.O.N. Architect/Engineer sneer associated with GRIFFITHGRI FFITH & AS
9 silt at 48 ,
A/I:. Archtte / n9
J
i
NAIL SCHEDULE END OF SECTION TI
N 01000
CONNECTION
NAILING
1.
joist
to st
l
l' or
9
,
rder t
cena t
l
3-8d
2. Bridging toenail 2-8d
3. 1x6 subfloor orsass toeach)otst face nail 2_8d
METAL
ROOFING FIN
G
&S
SIDING
G
joist, face nail 3-8de
4. Wi
der thanb 1xb subfloor to each 1 ,
I -.
-
n _
V 2 16d
face Wall i
11 and fa ,
blind
I % irder,
2 { t or
joist ubfloor to 9 ,
Ii II
5.
2 s J
11
U`r 16 oc
16d a
t 7410
- o joist or blocking,
face nail 0
Sole
late t 9,
6. J
n � P
E
7. T
oP plate
to
stud,
end
nail
l
2
1
6d
to
the
extent
1d de metal roof systems
8. Stud to Sole plate, nail GENE
,.� :;'I�1 •
--} IhlLt
___�_- __ •�l __1'__/-_, Z_.._�_I�JI�
9
.
Double
ubl
e
s
t
u
d
s
,
face
ce
n
a
i
t
16
d a 24
11
oc
,
a
n
d
c
o
n
f .
t
9u
r
al
,
on
r
nd
i
Gat
ed.
Doubted plates, face nail 16d a 1611oc
-
MPMMGW
be
,
n`
,
s
t
r
,_
ct
c2 16d
�
P
t
,
a
n
c
e
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CMIKIS
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=,
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D
es11. TopPCates, laps and ,ntersecttons QUALITY ASSURANCE. Allconstructton shatl edition of the Uniformthe 1988
Plivable codes and DrawnA 12. Continuous header, two pieces 16d a 16110c standands tncludins <Tttle 24)andthein_
13 Ceiling joists to Plate,tceWall 3_8d Building e,e CaliforniaCaliforma State P orto Checked
d
)��G
l
1:PPR V 14. Continuous header to stud toenail 4_8d s ructtonsissuedbythe manufacturer. Make field measurements Revised
15 Ceiling joists, taps over nail 3_1bd fabriGaltonofPanels. Submit 1211x121 s�Ples of with
SECTION 16d samples offastenn9s.16. Ceiling 1of sts to Parallel rafters fave natl 3
I n3 3-8d
17. t0 Plate,tcenatt
shall be R BOX -RIB', as manufactured by PACIFIC,
18. 1x brace toeach stud and tt 2_8d PRODUCTS. PA_coated steel of the9 gauge aif�19. 1x8sheath-n9 or less to each bearing, face nail _ 2_8d a Inc. from A446 zinc nd finish ,
3 Sd not indicated, finish shalt naturalal9alvanizedtoPand bottom, and gauge
3 z 20. Wider than 1x8 sheathing to bearing, face nail 16d a 24„oc PERFORMANCE. fabricate Panels to meat Pub -
.z.
__.
,
a:
„
shed load UD�e shall be26 9 u9e.21. .Built up studs
• indicated.
c c
o e ,rxii
32 au
20d a for
a values 9
� 4 �
beams
table 9
� and
22. Suitt It
up
girders s
;� Od
7 and 2
2
!'� eyed a -
and
bottom, staggered a
to 99
�Ca� ,
-
,
N ed
J.Lo$ recommended
f ms
h
1 manufacturer's s p
tall Weis using m c
ice. ELATION. Ins 9 .
/ LA ends and at each splice. INSTA Pa
s
Off
at P
b hea
a n,S
�' �: of i
1� rate.
Pr
t9'1!S substrate. 2 _ indicated llfld NIf for i
r {!i bd screws, s
as required 1 ht -
2 weathertight e4
I planks
> 9
-
23. 2x building with
P nets on the but 9
t, _ panels. Install IlElftm ref, m shed Pa
t � a s shall match P
changes � _ 2 16d ' screw -
OI'!! k nails P
Y � t#arafi
Of1S ON x outdoor deck, ring shan
iQfl18 WII�Itwi! 24. 2 n9, winds. Install
d to provide minimum exposure to prevailing
'�_ WOOD SHEATHING
the nets tapped p Po
wf'�Cet 25. PLY a panel
'�SSI�f1 � ,aL � � � weatherproof performance of th p
:Ot11 rnC #. �� 11� 11 ants as required for weath p pe
4 li>�' O'F pit• J 11 0 oc field closures and seal e9
sheathing 10d is b oc edges, 1
floor she 9
u
11 System.
field .
a 6 oc es 12 oc f1 Y
Of � wall 8d edges, �"”""1 ..:.�+ Roof and wal 9
I it � I ,
s I
_
I
CLEANING AND PROTECTION. protect
tact P
anels and
other
c
ne
nts
of
work
from
V ENDOF SECTION protective coverings as panels are as
I damage. temporary clean condition during
recommended by manufacturer, clean and maintarn in
_ �
"
..
,
construction. ion.WO tP%xddncewithRec�9nzadGood PraCfi�
Cq=•itY Cibbad for Specified in . END OF SECTION
E
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NO
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