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*'► y
t� rxn or
L 0 T 3 o n noted -..
s -.-"-� erw i sa
3 un sass o w
o ra,wlr�� startin t cons trut'thCantractar, +�
lhesa no os a,op i f id by fl COntra+tt.or` bof° fed at t=r s l tet by
�A► d,i amens ions aha I 1 'be v_ r
ver I Y PMit i i ens --
constructrQn aha 11 be snare 1 r for art sE�,� i lir c.
Deetaiis' anal dr�ensions ofisting hal r apply
and they stew
structian shown ares typical, s
Feature:s of con_ lndicate�s. Sects+gin A on xt'60 Plj Plywood (face Aly,
" �15
Hangers of 1le 'oisf or doubles rafter 7on
1N B0 �. vertical) ica� r 1 not over - end
� Double 1 joists with .� Bd each
D ind toatas Redwood lumber each 1100 of J
J " in section this sheast a
`r R % G 1 hangar as decal ►ad on
A cont i nuous ous p such as a 1 wood
, A n
on-cont t inuous rsesmbesr ,R M S t.ru+:tura 1 p lr' "
%n' uesd laminated herein or column C,�l�~
d b lock 9 6 1 -
; da a .con t i nuous mesrobe'r , B o► t
' Non-s hunk gr��
n ! e: or
i r y
Framing c 1 iP !sing . NSC Cement matter
FC or FCf
Base darts t 1 on this sheet C
Not to scale.; �.,�,
Foundation sort r is '�n� w'
N
TS las live load, " r, ti
N 0 T .E -S 1,� s per s g f t dead load p le,
0 U N D A T �' N . lb p 'oundatr►�ns
tins is not over depth as eXistin9 and on tlet�ils,1
noted on Sheet S - !rr� r �r
Soil pressure under foOist�ng foundations sha11 PQn� rfootingsasha�lpbe as grade.
to ex below finish g �*
Footings adjacentes the elevation of the bottom
tact P
poses, m and shall inna case be less tl rt,
For cont. ur OS
depths area 01n f11u
The foot ng undisturbed sail• on each side of wall
Footings Aust bear on firm d siRtultoneously
Founda t i eon wa ! r bae:k f i 1 I st+a l I be place er $ inch at 26 days'
not less than splices s tagger ori possible,
� oIb p q wherever
N 0 T S round s ha I I testpoured.
0 O N R E T E Ince before concrete is
o .tea, "` " ,) µ slabs on g diometers in masonry with tsecured rn p
Concrete for + in concrete •and d8 i
ane ether inserts shall be positively ;
At spl ices lap all i bars �0 diameters
anchor bolts,
Pipe s.l ee ves
Reinfort'Oment, an (to face of bar)
w e shal l bd against: earth (except for slabs or► ground) o. 3 bars at l8" oc each way,
Bar
coverage oure lf, again 1 acrid in forms of s I ab with N_
3" where concrete is p reinforced at m► d•dePth
• o;sad tg earth but p �
" concrete i, a°e}. s labs on g
� 2 where round shell be
r
unless atherrw i se 11oted ,
0 TE S ►_ a or less sbov+: adjacent ground aha 1 1 be rounda f i on rsdez Redwood or "
t C. A, R P` N T Y r r�asat►ry which are 6 o
ate o er•sills shall he Douglas fir.
Sill s an concr all l c►th N th ick elsewhere. wa ! ls) .
a plywood sheathed wall"s. and 2 " from each side of
treated ted Doug l;as f q r, stick and 9
.,, t . ur_ t P 4�" On centers (seen dates ! for non"bearing
pressure be 3'n thick ick a t s trust aced not over
alt rthin o" of each end of each
' l is shall ! S/8 x 12 bolts s p �, � `er fere with ..the full bearing Q f
!4
Si be a►chored with with a b will not intf
Silts shall �lactd %uch that they est or mullion.
ions
t shall 'rye mt least 2 bo 1 is in each stick, 3
Theta and larger, Sit! bol is she! ! be 1 ice under any P f: each stile of notch,
posts 6 x A There shad bhe�noti1dlp1ace a bolt within 9" o
•afters and beaess. ask after si l I is in plaice.
studs, post, the width Of t
i es etc exceed 1 /3 ► th izk Do not drYP
' where notches for P N t•
e than 8 ► -0" from support
ed s i 1 Is she I 1 be betlded' in d le' �s� fo i 1 ows�r mortar � • supports, centers nor more f
Bolt rovi
and bridging•'"'p Dials and rafters overnot over 8►-0° on
Blocking between J or more on center
solid blocking joists and rafters.
a " • l i�uure) cross bridging between J be used in lieu Of cross bridging.
or cohere ra'f tars are 4$
,r (mini plywood joint my and smaller•, wood joint shall be �a
b " 2 x Mocking at pl at ply
. Solid 3'" full depthen cei I inn joists or rafters 2 x 1� g ,
(slope 3' in 12) or horizontal solid blockiRl not exceed 8►"p"
Omit cross br idg into between p
d r one bridging (s N on centers unless otherwise s own.
w in b that unb,�aced length "of stud at not over 2
G - Continuoeis 2 herr so spaced q hof is
ht of studs yr fasten e�•i th 5/8 x of the member over
Placed at a►id"heig s
era I tel e"oncr�� or masonry' roaida full horizontal seating
'Where J
c , s is or studs P riders shall be notched to p �, of that specified.
fi Jarsts•
roof .beams nand g " Do not overcut.
s otherwise st'�`�''rn' Its shalt l have a shank d r am ha 1 J hit l / 11640
s until all other roof loa4s have t+t?eit installed l le s
support un l e Mach the bo holes in s tee I ..
Cefstip furring shall not be instal lessuotherwise noted.
are machine bo l is , adhere s tee I is
connected to wood,
a'
Boll's in
wood r �� oversize. is against brood► washers�Q ►" of
be used in 1 ieu of s , cr.�( + - not more 1
and shall be ! /32 .and nut wherre bear r ny .R� .than
Bolt holes in �' washers under head may tit coiillletton of they lob or
provl,de a holes Length of thread she I ! be such
earring ti htene3d shall be drilled
da l lamb le iron washers u'' 1�rr head of laced and ►re" inc l ud ing .7 l u" tam,
e.$ will at be red 1 ,'tuts shall be tightened �`te tc�aes in woad members,
washer binst wood, AI Pol late shall be Used ass tel�plato. a.
thread bears ag with i` in ish coratruct i on for connect ion, I. A,
the p
la tes are used Solt d i a�meter � r�r'y �w
im�►adiataly berforcWh,,-e steel side p ,sh r" �
x on the job site. Boit did ter t< c` 1 r ,( f• 7'/8gan I —r� � � � -�,�� ' � 0l`��
l;/ rMl.
� ra '' X r to thE' �
^ 3/4"
conforming
1i I N. 'G (Hoe P W) iib.f l oars that I be sheathed
wi th plywood
aw a l I.5 and s
{, 0 0 roo�s, ,9xteeivr salute-tight, paper.
with
ed ru ofs.
.�."--- arts tions whore not , l;ayer of
interior p "(-CO. an unbroken shett shat I tap a minrmu+�
ire rents of Struc'tur�al 1 protected by I woad I wood sheyet and fro
the edge of
ywood shalt be p The edge of the p Y ve?r•t r" Ga fly a P wails.
raga iastered, P ober,. edge of the plywood iz.onta l iY or
When i t a s ing le ca+'na�on " from that ,
4 wh t s t� be p be 1 std eoorvsheets shall be laid with face k
wood Joints sh�l'1 be backed by N. may x q a+iniarum
plywood y The p r ywood na i! s s he r l be 'a t► i� ag x 8► ..� They y
he backing me tuber. slime;its a ha l 1 bed Roof and f l e
k, t In general betr�een studs,,I lint backing between rafters she! I be 3
` solid biockinc3 ZG" plywood' cleat of the seine grad
the back ing
member. eared �l" -0 with 5 No, l0 x l a " f la thead 41,. " `a-into sta9g ` � a 2� x • xMarizontal j Dials and "with et.n�d 1 locking,f e roof sfr►erath►ng wto n¢ sh�il be backed �it��. a r btie*s across rafters and i0i top of rafter, in 1 ieu of vserti fastened to th into cleat,p lush arleat shal-1 be k Cal blocking f a be used,
The wood sheet there
verrtt ''n m Y 'oi�,, and driven from plywood sheathing ply � �
l wood J the ed of the p
�' the sheathing t g + �
!, Ood a�
of P wood Screws on each side afeaty in addition to the screws alrang Schedule slow," I
hirips drive is screws per el- _ tied for under Nailing
of side edge o the
sheet crosses each rafter,
P �^
There she I t be a tota ! '
" ac to the rafter where that
.. d Hat is � .nest and fcr all other contacts shall
-s
,y- shall be 3-8 d es of the sheet 3-,�- I end. u
the rand erg � '4 ' y
,4 The nailing 11 long f
N k i L, i �_ ` l be sub-dr i
l i` the wood j nail r ! hole=s aha 1 side
P R M I S s I B L 2_ipd toenails f3ac.h
T M U there? na i I s fend to
M 2-16d toenails each face y
All nails aha t I be roan
�,'rer nails. rs. 6 and sma 1 l;Xrr
2-30d each joist
Studs to bear q x 4 and largest 30d at g" oc staggered,
T perpendicular to joists
lapo
e: to, t, 2 -2C�d
►- "with B-�16d each
Solei p,mtes (on Slathing) patellas to JO's't
' s tua 16d at l 2" ac l �� i n t mum 1 ap 4 0 spec i.1 coed t t i ons � �•���4;
lower plat'. ,eared see planF for
ooub le 2" top i
isles
upper to lowers staggered 3-16d Tp r`r�,k
gates) to at intersex tiOns 2-'IOd toena l ate12h ocd each side
(use 40d far 3" p p told toenail's l ►
when perpendicular to bearings G�r`��4
era l` ler 1 to bearir;gs 3-16d f
Jai s is or rafters f te'rs when p stud
�M16d at i'" oc
to sides or edge of t a tea , e f c) x members)
to paralleling WMbers (P I --164 minimum for
�" �ta�gr�erred (use- 40d
12A �ainieux) 6d at' 1,. ►_0 oc staggered
at "laps e'ss in depth I N belts at 2 �
beaats l G or a dee ` 2 _Mad toena r I s each s t de 24d end nails ..�-----
more, than 10 P
;Double joists d built-up eraeh side tach a*ndorwider blocking) 't�j►���;.
to bearings or studs 2-lOdosobl i (use 3' nails for ^ 12
to j rafter' where 2.iOd each en
a Blocking Dista, d
d each end a
Herrin bane bridging Diets or rafters' 16d at 12 i
joist
a oc �,r.2 ®xw24 "_.,.°
Mer ng c l
bridging each layer 16d at 12 (blaelc j, r...,. ia�'r.�� �:.
to each block each d faeO nails
Cross where* not bl'ock'ed apart 3-16d 1
u I t i p l e s tilde d �b l .i-nd_nLa.i l�k and �2 6 h+ _. ;► i 4 r x r r
art i t ions r�hera b acke°d apatrt 1.. J
le jOisfs unclear E✓ d at " ac unless other iSFP ante �T lig 4
Daub sand sends i f='8, Iw
a - � " ac un ►ass oche>r�+ i se: Hated r►
at all_ bea.ring sleet grid at TO Pasts d t _� x�,
� rioted ' �����•,�,�
Shad fh ing t a� 1 l edges o f a. "
• T ar�d G s a . � oc un Ie.�3 other*13
se
4 plywood sheath 9
et R �' s i l rs
t 1 ether contacts and 8d
► cut nail in
l i'tu
o f l Ob
x 2
' .. rauar,� � s defined as fol tows: _
on GO 1 � %
nal I ing, i ►" or less is
par- plywood a ,can tact ar .heisting„ onnercted ineeer 6 plates sa"II be conaideresa► astvn
Mi of plywood, group of intarc 1
Bar 'Har of as l I p 1 � a I ins` xeFrked an
an Gia is f�►a contacts: Double! top rl endicutaer
a face sridtlh of a aa!iaber or 9 p the nails shall ba I�r►t�c�. ` ; seek
a ted, be driven pep s
�r un i s 9r n Nai R,. sh t 1 s rahty sub�bs�re a t end of
• a face widfh'more than � r
g oiint 3he^ing 1 igh stick
sub-bore a t end a f
r
When pails r ss ars or use; of na i I i ng no nail i I pMa Is
as'`
f' � gd
l� nom ins l -t6d I s t s Ian' . "Srrewt rte
- � ra
A l l he:a!ds that l I be full r Base ted and ra i ght � 1
;r ,� r w i i'h
in (nO knots over 1"1 0A *ha wire jails listed ab'ave,
strtpp 9 sum baa rd shall be nailed
Ceiling v►if►h gyp
,.- s or chi t in9s she l � be Biases a��i�e and numb a� cors�on
at plasfo ed ciei I in s h l W material
Ne ► is t fsss than" w tris, 8d through
C00 Ag sir i,ppin9 ndent PJai l and Fae:king y for strrppt�g t points, usin9shaathing
l ndepeir roc used
be a R?+eaisi' two na i i at a l l dan'tac� face of
` acturetd by _ r of the sasarar s ixa a� f " ,eater la 1 on
aanuef t thetas ir4let noit
f e
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