HomeMy WebLinkAbout10148333.pdf.. ... ......
jr,
.,�, •'•"�'r.�,L^..a51, i fif;,. `} .. (,, .L . (i} .� lei pf 1.li j �� �t l{)'.J t� �...�t;.r i iQ? �.."t i ��/ i �?•} o
J
(J`00 64) (,1-!) 1 -�i) i 4, VA
W1
6i"
r
-jA
Al as N
1�:�Qlrlf M
0:4 A# or Aw %ow "lov 'o
7'
o of%
ooi
It
ur 1,
J
VA.
1 N
Now)
Ao P "It I
(CIK
K. <i
D P-1 -4 w W.
(e X)
. ............ .
1714- ciA4e,0!ie-f $T.
PEFFUMiT
MECH
OWING
KRMITS
' 11Mf!
F
)CC a
C 0=
OONSTF.tt
'T r
COD
FLOOD ZON
FLOOD ZONE CERnF. RE-CrD
YES
MICROFILM
E NO
RADIANT BARRIER 0 ROOF
NO
RESIDEWIAL DEV, FEE
YES
SCH'00L DISTRICT
YES 015)
171+ 15 AA4Zh45r-y 15r.
AV D. LA I ri
-WI al,o Pf
PP-,0P05AL)
EUEVATICA15 (5mt
4 erg F
rr
-rO U rl 0A,7T I C V1 P UA 11 15cot le,, yw'= 1, 0
-rP-,AM I ri LA ri
T `5 D 1)4ETAL-S
e--
I
"Ell
Al
y4
_Wm
to
(DZ
tXHA.09T 'mow
(,Ief MT- 4- V ENT, LAT lorl PEP.-
c6c c.'.)c;Cflorl 12-o2. I-41rilr-fom
OT 15 crm or- - 001,51 D:u Alt
f r6 rz. 0 cco P� Ti T 15 ZCGO I P, E t)
0104w1aft-114
WE
I
12
I LWI
I all
INU
I
a
cwvt. te,
(" tx ")
N ski 0j, x
0-i
oo
........ ..
O
tki o
0
lv-
94.Aw.I* It,
low ul */4 0
............
0
0
0
me
6 op
OPALL
4z*Ie- k-45'ro
y
4/1
.4
f
* r o ri P LA ri
1'e. L Y4 V%r
, , , -1�.-...��.�I.I.I.��,,�,��.11-11- I
. ... .. ............. ......... . ......... . ...
DWALIC. (.I' mit-1.
'IMJ'O
A I ZI
oil
(AST,
7-
5 C-
e-
Vq
34
'A
*I *VON- ftw, WOW %W--
11 a:1 C>
... ... .......
m
a
Double joist
R-19 under bearing
_(Insul.
eails.
-4 x 6 Girder
Treated G€rder post
61 on center
4-
t>WLL
�,,-*w + D () VJ f: L,,$
(4-jov + Ocrr
OJF to
treated
#4 re
top & bo,
0
oil
mom Poona
A,ss'
Igo
Z,<(, Vim imrst
'0 se,tt.[
A-P
�Ojf ends +5 C. . ^-4a M"
sole solid
plate ock I ng Treated sill w€th d
approved anchor Wo
bolts 61 o.c, on4r
2X6 —,12" from ends.-,_
treated
reated
#4reba
I�IkI top & bot
Al
1210
PANIIII Pk ON FOOWN
I
'A
3 N �
ZIP
(oil
, .. ,....,."x
ter.
r
.. ,...o .ry ,,,,,......a xa..... a 7y/.,
nn. ,. „ „ P ♦ ......
m
CACA F:-- 0 P-ij "
10
1 � �
rig",
7o .
HD
{x
�N6vi ° o
+ AE>R tT! +! tom' io v-
%. ' k, �� q
p2
{ o t.»
�. .,
a{.... ...,. ` .. ,.,..
119
47e
m.
40
0
.4.
1
r
�
iy+
i
J}1
f f
t
��1M111 , t't,YWt.iUi1 :i!•iltAO ti i'WI;it !! t
t ' ` � M � � �• � .,.»T•,...r •,A+raver«•,• t 1
MAN" f:.N. :!a NO P4#4 MAK i «•r+n 14YWi�i 40 ,
4 �;; ��ttu►K ��t ttlNrltl,,„ �t��l�'' «r •««•.« ...,,. ,wow
♦ ► ,• • 1 ' ! t 1�&N A #A(: 31AII (M f W)k N,��,�• NAA�t1�t i "t"r " tw ,r ++N � x ��l�'� 4 4 0,WIN
" III 0",4.
+10,
♦ 4 , t wwrw rpl � ,
N .+t , 1 • , ,t • � *+'Y/•'w•T••+'Nn+,KNrwAT,W1+,«Nu1r .A.j«Y/•L•(tN ANViliMhr t i
t • , , • ' tt f t • ' e �t"!•,n Y7IlN` • � .r.�.i ,a.Nau,"•tjfr','rIr/1M,MHf1'!•
+' i • to twttM'NMMMUNrr •Pp t j� i�,,q'•• ♦ 1i • .,....r.. ««,•,.T /•"� i�'
i d • t , �jw•+1•+ �, tNi4 � Kith 9 01� Atai t�1Y iIAW � x IM,wrTriitiitr
,� • ••,, ♦ W t• r s r r r1 , r r r r + • } T ,r # I ,A %•l/w "iMttMl4Mr�i'YII TTt.M .t+Nwt« rt ,•Mrt Nu�tHun�TrT•n•TNt. M♦tt1 22{�,t'w�^wt,'
• 1 r r ♦ i,• • • , r t14 r , 1 • N ` 1`"01•' jf "i '� r •�7 , p«. Fir ',fIIi 5 !•M � r r ...,., � t ` � +r�t N
I Jr• , • *r . .l,_ •, � • � ' ' ' ��"R Af�M N*IM� ♦ , N f t , , a l A. rt � *� t .. IN _ i r ` r , t � ♦ „rr r
•. • '+ ♦ i ♦• , 1 ri • •+1, • * �� ► �/�M 1� ♦ r ♦ t i t ♦• ♦T ` rv.nts«,.« • .
. • .•2
}1 , ,b.•l■r■ ypyp A •♦ '• , t !T � ♦' ;q y � f/j(}f w•twtutw•. • �,.2 attw+ �f��ryr%i� t�'j ,iirY�Y' t���� � t �
t r t• � J�R��^�� • `i>�♦� • ' i , •�•+^ ,n+++ - V" m,n +d .*' '• ' tllr'� t t J i i
1 \\ NtNe • ««. jp W.-O.C.
( ��•y� or
at •t. • • ' • 1• 1 u..+.+A,^yMr+ylli,`�, \ .. +. .,rr, i ''•' NJ } If, NOt �{".-O.C! r
` ` r W�1, A.$wMAS 5 i �1t "(. c/''*/ t yyt���1 i`'� o�°•i� It '
• ♦ • { • � �,'' • ' • ,•� A„ r s+ `i• A,Na�t�►irs•• iAtti rtiG•�: ti � M^ai�•N. •-^"" , w ,. �'A 11 .,�:!`,....,
it PWA*
dam
'� • ► 'tt1 •'ti I , ft t .i r r ,.wr»sv, {, f+l1 a` toot tt �.
A' i{ ! 'r •,
jib t( j � i `
• , %: • : •► ' L ' '• j �11.r+ �} y/ �t y . } � nt• ,,,,,�• 6•`i{]I,t{
'r` , + • • ' •' ' t 1 , ' •I ' • , , • jjwn, ""d`` . "••""` "" , fi+�I+ri� r 10 I r ♦ t'itii) +1 t{ /"� 1. •t*M, �t ,,..•r"" +nt,... �' . C ,w r .. «t...,•,««... ` ♦ p `
v «««vex« iPN+r,ww"a'gTt.tw�.«••. • ^,.•r••f`j+n'.'• �1 •per '*t,►�% i
i , nMtwt 4A 17r1IM1si► i� , • , ' i - N N4 - t� pyTl (
W I I
poel
tj
{` �%f
1 ♦ Ail � 2 0) I in in}itt I i � � � �'• 249 !/T�r �fl��8f �"ice � �11 . 'firO. O.N. ooM*►' ,
�; a
WAS► ` ' ' 2» ,wa a�$ uitt�+ili•♦,,, �Nr ' it r Kc�UI� KI N � ' � 1{!'{��'�'�it+lt�
• ' 1Nt �l� r Jc,,��a t an+t •
/ ", Mt,aal 1111Vaac�a+,T W"K , , N #K MAN) `{'1ti�,, lJih!♦�% 1 ��'� 1 � �."' ¢
��•t, t�t� myyn�y t�j Mj� ty ,i
.y�/y�� �y��y�yt/� Ili �lt+� #!N ' ��e �lwM♦ii# 2l(�, ' M04+ i�tli�t /M t • ! ` r , , ' ' ' t
, s 11r��yr/��a#�% Cow'.
y Ni' r �.rlY t ►,ii t + t tf j •`♦ ' it ,,i' ' h # W1� il(Vila
".t ! ` • i ♦ ; ' t ' N+i t (rat OLK • y j 1 , ,•,�•,ji VFj' a;+ a ! '•t ,! '' 'i i IrilMvlww♦/llrh,�lrt•,•yf� j �f%Q #2'/°" I� ii O.tXtQ04,4
• "tK2Nt it 1 , "" P r/ *stir s►•vir R.N.
`
�i i `r+' rF {► 1 •� • r' tr• °' ' °t,�r {t ,,# , } p , trx r' ,1 r tj il'!♦ft a,mkt7Fl,.t•i �Oi! •t t"'pT at ett+T 1` I.���tll(fii! r [i r pMiYOy
� , '� 1 tt , lAj s `*► t !1 �RtRf
ya, I\ v♦rit "M.M'r•MiM..d4L+w•TiA , ♦ 11 N r "•T ` s r 1 ` .l 00'4 t1 ItlA
i i ,,/{{{���a`�(♦■ �1 T {t����t , g1^tiiTtltiietrytr2M !/tWryNhryipeMNrtIM
•! •r r . « „ q. . rN +".•lMrp�M'tHM"MYrM+•IM!YMM••M , • '�� �• A 1N �� 'rt'f1 t ° f4 � nl t t , •rMht ' • ' F ` � ' #
J , qr W) MIL
#p lisrr rrT 2
Kam► 001 loot0/
44 W. to W+!'+ 4"A s» 0 lib HWI
$0IV
It 1
t� ,
►14 t P
1•
yyr�� �tyt 3 ,�-
4010
r )
Xi1M' MttAON
• , 1 �II�p!"' t meo two;** v q'tr'q'I, •r•♦ 4 A*"*
j' �,.�iFM +�Y iF T t M •2 ranw. is
\J (I' d rir p�f yi"M+•T..«. r
� � ( •t.An++•MtNrfq,,,,. �t
i!♦tiq •rTt �� , • f
t j ',} �i2 j 4«[j�� 7 r Y ♦ t 7/ ♦y'•.! �/�j'" '•• /(,�j,�r�.t-
,• , . • , .'q'fj+itmtTM'^rnpri�r•Mq+tfMp'ifl4�lii5♦♦1+rwrMntr. Nt+t tq+ i .. 'why iar P f �++r 1
1 , • . •Ir1.41 MlMP+tMiNNw MNoc
%� • • •
r a
♦ ♦ NUi1{Nr ( }y p` {f� " ty1y,pqe� i�.�` (,,� ` �`i�r.ndj." `�► Ott{Mr t 1 A' « ` • 1 • • .. + !t ,i 4 l wfo "' • " v t ,,, tl ♦ ♦iii♦ • .�• t !� ! tlar � M •.,�- ry • , , • i
"t . 1 • r ' r ' ' i"♦A s ' .f �N�1 ' �TR t•♦'�tflwT.'••� r ! t1A1 1 ••M+Y•N M«rMMwi T hM+A IR.!•rA, • r r t
+
r +
• . , i uCl + " �' t 'j +tMw VIW^ : ru. plo'�, t +trx> i� ♦ > ►+ WA VO ►� .. N
r �l� yr ,..1 • a ,« t 'i » a l i *I « r trio.
"�'vV � � gyp/ NO u�+�M {
1
j
• • , , , t r ' «rMtNw.tt+ lu+ih� ill i,itM,ilyR �jxMi♦N„♦iri.,t•Ia f /rt i T r 2 •
• o � yy p�, yam, r , r
R�lt,♦pyM,}ijfr�t �jf�yy�1 r�"M.�'" n,tMler++/ii r � MtMt r♦ S ��i + +{ ^ r
• ° MAX! wTt MNI w LT 77.
°1t�1�1i1Nq t � � ' f �• y�� � �g ��y� it
, t ' i ,.6 ' , �(i���M.t + ' tiV��RA��"j�yrMN •wtn•f , 1 M "" r j
}• ' e ♦ ., r ♦ p � � • ,11�,}hN+��,f�i'�+ , s •, i � itt� � � tw�i' NwMltM+ilrr #i t .
•,1 •t `� • i � itt'ttt 2 , f' ��♦ 1 . + ! ' +' ♦"#1{ytNyt � i� # wM 5.rw",rt t�.er t1, ' 2 ! i ''' ' ,
+,r � •.t , , N 1• • � ,+ ,, , 1 ` ����`"'�`7�7 � 8 � � i :� .l,ty i1,�I♦ri/ (��i�� r • s 2 r ' _ � + ' t �l .n t
NL loots t Ma1+r7 N h+aa wv? •
Wjj� rf iYP
2 . 2 • , ! ' j t �� +Nw+vrM„r+rm/wnlr♦trw 44 MIM
• , � ' . � .. • t , , ' • f r . t •, • ` • ', a+�i��� ��Y 1Rt+�`il'Mtl��'NIi�'�iX'Mt t tT • � rt �R
i „IM,W t� �}t�t► r 1 „r � � ! 1I 4'
.i1M�llft`JM#�GNNt�►M, , 1 {►1t 1 t�
t ! r•t ` ! ' f
• • i 1 Y + y' - { ' MWW RrS• I +
tt 't r , r t t • t 1
►► �r W-140 �i i t volt
� � AfNIG? 1�: W IgiR�b'i11�V�' Iti; � g�{ i� i� ! +' ► t
� . �� a�aaa♦�rrua , '
+M d • , t ' 1 • • • r • ► r! ' ; ' • ! , •t Ii'rA rT��"t�i^, 1tR lr .lrw.Ti.+ ; �� i �0*0
• wn+F' , . •t
• • , . t, • i +� �}�`(�',; t `} �jj ►� yryj / jj�,a//�'yyiyyt��yyl���►uu� � t t
10.
it ` ,' , «I ♦ • ' r ,•fa,� ?G A'� ♦""`�i'�j • fs•Iir�R♦P♦ Meiw„wr! r r tle ' , t + i r
•, f• t'' • ' • 'T�� rw,�.«TW.,t••.,r .r, •... „«,,,ao.«e,Xn ,ftiwMM,ururn"M,r•T..,• ♦ • t
M d i
• r i
t. •• J r
i�•Q , �, . � [��r * � ` y ILr. ,P'` IN��� 4 t twE « r.»t r.bt..., w• i � p '
wM
�y
''' , ; r♦ •' 1 ' ♦ 1 f+ r i `��{\J' ^intiviidsi'r+ N •ii.5+,mwiTil` p MAW, • 'tt r , A �f` )}
. q 1 itt.•� • 1 . 1 r« «» ,,,..«,« 2*+w•.%«ww«,w,«tnroarw«ar,r, ,,,r,.,.wlw ? t i 2'• i11►) ` f t ♦ �• N� 1,t ` , : �� t r •t �, •,•, ,' , ' !, ', r f4,
% �( �ry.�,t ./ j , !jR`{ •,1 • , • fig,
, „• enr+•t1W�hM, ' 1
•" 'r'•: •'• «.• ♦�,1�®b+Y :'qrr rr '� • . • «' ..... .. .. t«,..•,....«.,,. r!W!`�P\•r# { w W t� f'1!►t fj (. ' t i• s,y
,� ,r 1 ti•• . ,t+ .,..., u•n•, M"( / ♦ t t'` i r t T' p A at. rTA • e X i� t t 'Y
Aw
r ji tM + tom. t y� FIN,
,1�•= t ,p ' •, r + r f2 i�,g/��r ♦��'ye l + +I t,�4'�Y,t � ti� r�#�AI►i i � ` �`' i��i ifi%11 �i � mtrmlwryn�>rittaTtw 1 rt t
-&6ve .i 'r "r Ma , r"`„�•� V' F•t'Mf" r .. +�'1/!w +'F' } + i ` r t ! 4*t t t.
,• • , e«.7{L.t w, , 1 f#Si ` it w . .j' t e Rt ..'.,,,�
,j t ,rat OF w 1 t r t ri.x •a
♦ a ,� i ` s " •'. 17i +» ip+�RrW1 • +it�,�/ ' .T �MIt► �� � r ,t i} t t
� •` ` ,i k•: a•t�.; 1 yr, r:• + Nit 1 •�R � ,i:r'�•�fsd�i' Iit + Jti + t ' 11•, r * ' +� •
1' '♦ • y d 1.N •,p • �% It' N I" . `t° t r T 'ry r)') tt i.w r««w.•... J , 'fir ` r 4r. a ♦e
�' � f �{J ; f M � i rrkl• ���e r1 ' f
' � • Yj',''.,' ��1,�i ' t' t , "' r„uro `j 'a p ' f ,' { + • r ! r +1 � 4j � , e, tit,
♦ , , V ` � • I t t1 t • , t, � '+ t 1 i . �' >7�� • "�jt7iw�i: _ j►q �� t ► t t
{ ,g�gj.y%♦/ .rN♦�i'e tt;s I ! �:: t t , r � � j � • 1't it .,, t, �t 't♦ i•w r ♦ •f t, i+ f . + #t r
` 2 / �t • , ♦ i Yah�ill �Y �y�yy ��y�/�.yj aNYa • T��fY
Y • •"'� 1 f ' r' (ttj� 1t ft RYt Ii • ♦�T ♦F►lif� �•
r ft . i «Y , • •Y jrn +n.9 i at t N9t�M/M W� t f f
iutitt ' , • ' t; °' • `fl`1 ,t ; ; '' • t` ` , M MOAN PANK �,' - E ► t , �' - r ,
Y r
iM
•
rj i P ei� e f •♦ •' * � , ' • j,Zt•� •�7'�1 t',•'Y,' _.. .. .... �, .. � tt r T t t
' ' �l�� r + ,�� i t tt , ri , oft ,,, P, �I •j'' , . .. ; � � . ,'
i + i �� ��r"" f 1'•'ris i �• # i i i �i1,•,rM3 wwAwA•Tt�O # ri !�t � d 'J ; !!t•2 + 't t� • 'il t ` ' ! � 't+"1rMr'rit� ;
h •l •V . ; ` ' 'i+ 1 t t! j ,,Mt # 1 N, , 3 +' 'y�{, + { ti�W ,Mr t ,
, , (• � i,' • �, � irl r � i i� / t � l t, }}` dt j i ' t t i r t � �t` � tt "i�i'}itt 2 f}� rj%L'��i t ''N +Tt� �j t i t • ,
. , a , l rt •► N,1 i yVtriia'tt��f' Alit �� T�It �, � k,♦1i � � a,+ n�cF� ., qaM kn�1+� • ,, i
♦ , , i ,t r t t I i ,
' r t ' • , i ��'+ j jj�!/l�11 y♦�fy{j�j -��'" �� j r f 1� ' � � n .r '�` ,?:�y r�:�,:�`�u^��,:: �r�:�t.,�>.. F ! y "ram _ � t i r
1 1
t . 1 �, 1 i , , � + •T y r , - , +,., •r.r. .,.. ,. ♦«,.,,,,,,,,,,+rw.«rw+• t+nr y ' , i r'
MrNMR t , + .. 1 •T �
(yjw II t _ LL//,,,�Ar�,��, 1■I i t
- ! r °! • , , , ` .., {roatnri , � , , t vNT.ww,ro+i+ •ere•i 6 - " tli!•� •� l,it '� ''t
re, ; i• 1, ' i t 4, All i'•t•i1rr�T t e tit t t t
ow
' 1 �' + ► ' i' 1 �• '�r•.tR' •{ l + i° , t _ i t , Mi t tr r ,� �t+'+i�'i' �� ' . �( t+
yl� tip ` ��,,,ij •000", 4")y i t 1
` l .« { ' r ,
,,'4
. ' , �7Tf},��.'2" •;.", i.ji� ' b wit }{y/i•,���,y"
1 , T .. , �'Y�� ` /�t •�1 ryjt/� j , , • NIw M'.glM y j`j �� �1i ♦ a'�1 t '.
• 4 + j� i _ ���f� �j � / t T •a�..J �" ' i i t■+ i� ' ' ' ' gttN iwMe4 M���r �� `1��, tr rt'
' r, ' r� * //// �ie A� t +f�v'*i(7•••y yy�� �'t jj ' i� + fir ' t YifrgM t ' t r , �4 `� � ��Y j r i �••• -;;;III ''�.ff�"'lll}}}•• �""'T ; , � i i • t r:
`r ., .. «IiM,f' • ` - • t tl�,�l ►Y N N tl ► ♦ ,' � , '
' !'r � ' , ^'+""•,ri..'.w+•••""'Lr.. ...,,•.»••^' .(T"t1 _ �' t /M�. i ' •t r w ♦ +t r t + .. tr � t
#LII'ite t .. t i tv""tnTAtw �1
IN
i� , r ,•� ♦t � � 1■ �,� � , �� r • Jiti;� , 1` g �.a^'°�'•2• '�` + �
/�,«��•� t .2 �• �*p ,y tr r t
t
,
1
% i
I.
lu
N
. +0.!
4,114
Mae SX
�s►l pjat.� ' '
r#"4 v �. , Oit
fg ttrt"t~Q c r�i r`ca '�"'►°�° 04 powk �x !fit" L . /;�4 t,, . , . t�
t=xt5rt =t aut Ow"i> �H f iro / ... uw MA'�A
,o►„�taMa�
. ,................._...,..,,M,.„,...._,......w.....� '' f1 / # � ` f +�+ Ai � �, •, � .GA, .'m` �. , tm .' + t`«r'^"^r'""" ` ew
!�ro 0AArl.W `
# J. *r*r 041'
10
o v .,/" �C�►N�.g{ p,y"*.lrtil►�+% e, �*.tMP, #'. wj,1,T
« A Ole.
• .aF•.u,� r..,...irau,
u.....fl
'PON PAT!C tit »"
?
t1
1
01U MAIL '
7
,
.,��, •11i � irwC �rNrr
tNll'j
k05AtM�+ rr ctht�r,o.j �+ ! 1� Z�tP•1+
atotw boyMae WOO
tt !
WON w �N
�t �,.t "ii`` t�►bNti+t,t. xlN 1,�►'1'N!.» • 1X1'' f•, lRija' qi./' �.1 ,
��# sv,�-t rc,�;; . � : � f��tt.+c.�R � «� �•N r
\ IV/ . x J / . '' I I - k . 4 1 . I I # 0 f I
I ri000s) N
01
+ post��
`"�'' rstMf�ataS ,+CNt�,�,} ►�/,�n►c�� .c. � lti�'i . ,��•�� �3�" r� . G , t � 161� •
-f
"Mii� + , � �. � e . r 1, �, .�•`^ � " 04ic,t•+sta # hl'�, fNt��, C3� "� .F•• '�ta 7Y j }y/A' '
so
ay •
P7
n, t .....�' ,��•M...,... .. �#1t1�;it�1�►
6
--o' &A
A VA"%p
Cua40N),
00bA a NP Al
00ty p .
^` n r H4 , • ✓ 9 ` ,
Use
f t • SUT Matt t.T9cjWT#j W
C!5_ ,
u wwjv
MAN
lk# XO
tor"640 01/00uT
low 0s,
` •J y♦� '
Mill' 1 i{ �d«��«..w `�e + •tl "� - ONO 1iw
OWN 4 WA% fir. fw)Als
• 'w,♦M"enn„4I�M�.,,�„ w•♦.«n„♦ 7r p�P �/ MS jtj/.�jl. ' ♦ ^,_f'1w 1wrl,gl�y.w�.f' ���
I low Is—
«,. ` "• 1w �!" • ,, + • Tlr����
110
t ,
"y' ?C,j►"�j tltfJ �a , i s«Atf+Mf M04 v
WWI 4,14,
� �►uw,� t
i
P
q N+r rN • . + �ii1 P
AN,
4a�t a,
f
+. •
` •`� �NItIPiw�,�`t�N ��#e t
t
r 5•.,. .ii.,..
, ., ,. .,..,,«,,,,.;,,,,,i;6..: �:.w♦ii.Y.rr...a.«..
.,..,..aitn.47Nt
rti
t
`
%NERAL NOTES t:t, 0 C <1i:'tt: ' t.. : (" ii iY„. NAILING SCNf»AULI~
1. EXCEPT WHRERE MORE STRINGENT REQUIREMENTS ARE NOTED t. CONCRETE BLOCK SHALL Cr}NI OWA 10 A,`.i, I.10 t; ;JU,
OR SHOWN ON THE PLANS, WORKMANSHIP & MATERIALS SHALL. GRADE N UNITS. Y-C ARCHITECTURAL PLANS f0k fYpt;, THIS NAILING IS TYPICAL UNLESS 011-ILRWISE NOTED
CONFORM TO THE LATEST EDITION OF THE U.B.C. PA77ERN AND JOINT DETAILS, NAILS SHALL BE BOX OR COMMON WIRE
2. THE PLANS SHALL 8E REVIEWED FOR DIMENSIONAL & EXISTING 2• MORTAR SHALL Cal AS FOLLOW : SPECIFICLY DETAILED CONNECTIONS SMALL ,OE NAILED
SITE CONFORMANCE WITH 'SHE PLANS BY THE CONTRACTOR I PART f ORTLANO CLMENT WITH COMM014 WIRE NAILS,
PRIOR TO THE START OF CONSTRUCTION. THE ARCHITECT 4 PARTS SAND
& ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 1 /4 MIN, TO 1 /2 MAX. f, AR f HYOkA i D LIMI. --JOISTS' OR RAFTERS TO SIDES OR STUDS
3. WORKINGS DIMENSIONS SHALL NOT KSCALED FROM DRAWINGS. 3. GROUT Sf ALL OL AS Ft)t..i.t)W$: ti INCHES IN DEPTH OR 31fid
1 DART PORTLANt) CI MENT FOR EACH ADDITIONAL 4"DEPTi•I ADD --------- I-Irid
4. ITEMS IDENTIFIED BY TRAM: NAME'S MAY BE SUBSTITUTED BY 3 PARTS $ANI} --,JOISTS OR RAFTERS AT ALL iSEARING
APPROVED EQUALS. 2 PARTS REA GRAVO. `OE NAIL, EA41 SIDE-------m-,M--.------- 3-8d
5. NOTES & DiMTAILS AN DRAWINGS SMALL PRECEDE TT^ESE;. WATER ' SUFFICIENT TO ALLOW CROU f TO I-U-M IN IU -STUDS TO BEARING -TOE NAILS EA, SIDE--'-. 2—OD
GENERAL NOTES ALI. JOINTS. -BLOCKING BETWEEN JOISTS/RAFTERS
1
4, CLLLS SHALL BE IN VERTICAL. AIA;NMI'.N t fO 11'OVII)f. A WIN, TO THEJOISTS/RAFTERS TOE NAILS EA SIt}l� � »» 2� 1Od � UNOBSTRUCTED 0081 Of s"X :3", 0OWCL.S FROM FOO)ING>S I"ROM BLOCKING TO $CARING TOE NAILS CA $JOE-2-14d
I. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING SHALL BE SET TO ALIGN VA10 CORE RCINFORCINt; -BLOCKING BETWEEN STUDS
EXISTING WALLS, BEAMS, OR SUPPORTS FAR CONSTRUCTION. AT EACH END -TOG NAILS.-•�----"--�-
REMOVE SHORING ONLY WHEN NEW SUPPORTS ARE IN PLACE; � ALL ORCIs t3t�t»cJW rlNtSO t) t;1{Ar�� AND At.t. ' IL ;a Yet trR
REINFORCING, ANCIJC}RS OR INSF.R'tS SHALL t3t� FIt.Ltt) S()t..tt) [~Nt'} NAILS-"�-..".....TM�•.»�-�,�.."•."-"".."...2...18c1
AND SECURED. •� PROGRLSSIVC BLOCKING
WITH GRQU'I'.
2, PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR RAFIER TO BLOCK & BLOCK TO CONT. NAILE:Rt 2"••11id
WALLS PER MFG. SPECIFICATIONS. SIX SHEAR WALL SCHEDULE 6. CONCRETE' StJRFt.CE � SHALL tit: t,LLANt i} tat' J�L.L t,At rAtvc:f --MULTIPLE STUDS
FOR �ai2E AND SPACING.. PF?1AR TGJ SETTING pL BF3t AC;Ka., (STAGGER NAILSON STUDS WIDER'ft•1AN 4")• 16002E „OC
3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING i,�RAMIN(i NOTES -RIBBON TO STUDS
WALL$ AT THE DOUBLE TOP PLAYS. FRAMING SHALL COMPLY W141 f 2,i ''O tit•' OIL UAJ,C. LA IL:a i Ix
2 �tid
4. THE. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES EDITION, 2X RIBBON""'M-,-`"'-µ`""----------~-~~----2-16d
WHETHER OR NOT SHOWN AN DRAWINGS AND PROTECT THEM #� A NC �(; , tZAt. -DOUBLE TOP PLATE$.
FROM DAMAGE., ���� »:*���� ... LOWER PLATC TO
I. USE SIMPSON U- HANGL",16 014 ALL Jt 1l 0'/ULAM/M"Ah1 GUNINILC'110P6 UPPER TO LOWER PLATE-�,..M,-------��.�.,�.�..�1�d�16 OC
5. pO NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE UNLESS NOTES) t}IV PLANS. AT aPL.ICIM�i (4B"MIN ON EACH SIDI%
COSTING CONDITIONS PRIOR TO START Of CONSTRUCTION. )..
SIMPSON
.. #, :
t3. THE CONTRACTOR SHALL VJ�,Ft►FY ALL EXISTING CONDITIONS I'Ot� 2• ALL POSTS aJ�JAt.L 1-iAVF a1Ml �t)t� t t, CONt�tl.;t,'tUlt.a AI 'Itch I• MUTT IN TOP PLO#I"��"-�-r"�'�"�"••�~~»~•~"�•�•��6^-liid
AND SIMPSON "LTC" " ) "' UPPER TO LOWER PLATE
FOOTINGS, BEAMS AND JOISTS, SIXES LOCATIONS ETC. AND SHALL OR t3(O t,fJNNEC'1'(}f'tS AlAT' t3ASLn,> UNL.E S$
NOTIFY THE ARCHITECT & ENGINEER OF ANY 01SCREPANCIES. OTHERWISE NOTED ON PLANS, A`I NG STRIPS
;1. ALL CONNECTING I•IARDWARE JOIST HANGLRS, llf., :;TEEM'; L I(, -CEILING STRIPS
„ SIMPSON „ �, , 1 X4 f�t:R k3�AI�tiNG(a'1'RQNGI-I(}t.L) `I'YI�'k: •� - Y•. "..".• »» »»;�-6d
7. DOWEL NEW INTO EXISTING SLABS W/ t4 RE,SAR 0 24 O.C. AND SMALL 13C SIMPSON S`t`ONG-TIC UNLESS OThlt:,t,WISC NOTED OR ,
FOOTINGS W/DOWEL SIXTO-MAIOKIIIST't�'" SIZE/LOCATION. SNOWN' ON PLANS, 2X3 PER BEARING(STI ONOHOLD TYPE)—
PLYWOOD NAILINGi(SEE DETAILS &jGaR SCtlE:UULES
iF'1i i,e►1-- I "r"1e� I1� • Iw'I AMINE "wALt.BUILT UP i3CAMS 20d�t32"OC AT" TOP AND BOTTOM
" 1 SIZE:, SPACING lit J-i(i;iON1 i.IMJ'Ita FOR WOOD `aIUU;; ARL A,4 FOLLOWS STAGGERED 2•��2ad 0 END
1. CONCRETE SLABS ON GRADE HAVE NOT KEN DESIGNED BY (UtZESS OTHERWISE. NOTED ON PLANS); —IX6 LET —IN BRACES, EACH E1t»ARING.�
'IEEE STRUCTURAL ENGINEER. 2X4 0 16"OC BEARING WALL) SUPPOt<1446 A MAXIMUM O ONI:. (PRE —DRILL HOLES FOR NAILS)
2. THE VIBRATIONAL EFFECTS Of MECHANICAL EQUIPMENT FLOOR AND ONE ROOF SHALL HAVC A MAXIMUM S'IKUCTOf AL $TELL
HAVE NOT BEEN CAN BY THE STRUCTURAL EiVGIINI»ER, I•i1%JtzHT' OF 1 h'k:1:.
.. "» . M..»." " .. "
7,X4 0 16"00 (NON -GEARING WALL) : tNALL NAVE;: A MAXIMUM STRUCTURAL STEEL -SHALL CONFORM TO STANDARD $PECIFIC
;1. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING�
SHARIN4 TEMPORARY SUPPORTS ETC., IS THE SOLE RESPONS Hi~tC3FiT' OF 14 Ft;E'E` , ATEON FOR STRUCTURAL S1'EI»Iw FOR BRIDGES OR BUILDINGS
' 2X6 0 16"OC (TiCARING WALL) $tJ11140101146 A 1vt+�.h1t�, UTA OF i'VA) S,T.M. AS6,
IBI.j'T OF THE ORAL CONTRACTOR AND HAS NGTf BEEN IEIAIkREC3 FLOORS AND A ROOF' SHALL HAVE A MAXIMUM 2. FA ICATION $HALL COMPLY WITH THE: LATEST A.1 S C PLC $
BY THE STRUCTURAL. ENGIN�R. THE CONTRACTOR IS RESNANS� htE,EG!•1T' OF 1a FEE)', r ' � '
IOLE FOR THE STAOILITY OF THE STRUCTON �t� THE 3. ALL LTS FUEL STEEL• MEMBERS $HALL. CONFORM ' A.S.T.M.
ENTIRE COURSE OF CONSTRUCTION. 02XCi 0 16"OC (NON -BLARING WALL) MAXIMUM I ILIGH 11;> 2U 111t: I A-3 UNLESS OTHERWISE NOTED,
THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD 2, HAKL WALL$ AJDACENT O >L,UPLI) CJ; WNG>` ; HAIA- 1st: BA0..001v 4. t-10H T'EN' LE. BOLTS WHERE, ENDICA'TED ON " 13LANS OR
II C1tQhj/t $ERVATIAN OF THE AB{?V ITEMS, FRAMED, DOUBLE TOP PLATES $HALL ALWAYS t)L' SU'FaP01t` ED by DETAILS SH 1. BE THE FRICTION TYPE A THERE SHALL BE
4. ALLOWA SOiLS PRES SURE TO BE A MINIMUM OF 1000 Ps A ROOF OR CEILING UIAf�HRAM, NO PAINT, a# LAQUC;R OR GALVANIXIN E1`WEEN THE CONTACT
UNLESS A SAILS REPORT' IS PROVIDED. SOILS IN THE BUILDING SURFACES. HI 'IENSILC BOLTS SH CONFORM TO
AREA & S F T BEYOND SHALL BE COMPACTED TO A WNIMUM :3. SHEAR WALL PANELS MUST OL CONTIN+aO Utz Its Il`If '101� PLAIT, A 1' A.S.T.M. A-325 A-400.
OF WAATIVE CQ1trIPACIM PFJt tU.&C. ROOF FRAMING, SHEETING SHALL. HAVE ALL, t OU::S OLOCKLO & 1i-iC
APPROPRIATE SHEAR TRANSFER THRU CLIL114G OEM SOFFIT FRAMING. 5. PIPE COLUMNS SHA CONFO TO A.S.T.M. A-43 GRADE B
S ILS REPORT BY. 4. $6RING AND NOTCHING -Of WALL STUDS SHALL OLL' K'R UOG (4$4) 6. STEEL TUBE SHAPED M AS SMALL CONFORM TO A,S.T.M,
NOTCHING MAXIMIUM; 26% OF WID'I'1•i ON DARING WALLS A-501 OR A-600 OR
;U T A �L as A Of WIDTH ON 1•It)N»-0EARING WALL$ 7. WHERE FINISH IS AT CHID t) STRUCTURAL STEEL PROVIDE
INDICATES SEAR WALL, SEE FOUNDATION & OR FRAMING PLAN BORING MAXIMUM; 40% OF WIDTH ON f ARINQ vrAt.t.s HOLES FOR 1/2"t� LER. ST SAT 4 URA A,C, �NR THE
fil}% Of W1ta'fhJ ON NON��I)L;AF2JJVG WAi,t,.�;. ATTACHMENT OILERS, SEE A tTIiCTURAI DRAWINGS FOR '
AND SHEAR WALL SCHEDULE FOR TYPE. SILL BOLTING, SHTO., FINISHES.
ti7C, �9qTE; FOR tt,l BOLTING AT EXISTING F'Oa71iVE3S USE NOTE, A MIN a/6"CLEARANCE» FROM EDGE Ur' ST'UA TO HOLL „_
"REP HEADS 1000#2106 TNE'SAMM�� 1312E & NiPAGNNGi AS SHALL fTE PROVIDED, 6, BEAM G4 CCjI'IpNS SHALL COMPLY "FRAMED �AM
GALLED FAR ON PLANS (MIN 1 4 I Irk O). 5, DOUBLE 2X 701) PLATE SHALL. K' LAPJ� LO •Its" AT ALI. !iPLICL � CONN OHS' A,t,5�,C. PART 4, TABLE USING 3� D1A.
INDICATES POST BELOW BEAM) AND SHALL OVERLAP AT CORNERS. A3 BOLTS JOISTS
}.
. POST �` ,7,E/T"1lf�JE AS FOLLOW U.N,O,« , ;. S, N WC:13 JOISTS 5h1AL1 COMPLY WITH 'fMt"• ` NDARDS OF
$ WALL !TRACING $MALT, be PROVIOLD I t ti Ut3G (2:)20, 4.1 t) THE STEEL JOIST INSTITUTE $,
BEAM SIZE PAST SIZE PROViDf .1Xf L.ET-IN BRACING ( 0 APPROX, '0 0EGRL - $) L VJ'A Y STRUCT, ST "t:, , W •`LOING
4 X 14 & SMALLER 2-20 W/16d NAILS 0 121, O.C. 26' IN ALL STUD WALL. NOT SHEATHED. BRACES TO RUN CONTINUOUS DING SHALL se"DONE BY THE C;LECTRI IELDED ARC•
R X 12 & SMALLER 2-2X6 W/16d NAILS 0 12" O.C. FROM TAP PLATE TO SILL PLATE, 1+ PR SS AND SHALL, COMPLY WITH A.
4 X 16 & LARGER
axe FRAMING -FLOOR WEL AND FABRICATION, SPECIFICATIONS FOR
1. FLOO+t SF{ ThltNGMtN) 'alt3".JTIuC'fUii/�t.. 1 f (; tat.'rwU()t) 2• WELDING ALL BE PERFORMED CI~i1Tlt t V�I LF7ERS WHO
SCE Hou)0 N DETAILS AND TYPICAL WA14 FRAMING FAIL FURTHER PANEL IN no 3 16 WI 'H EXl'Ef21t)IZ GLUE,AR ALL 10cJ NA#t.'a ARE APPRA By THE LO AUTHORITY.
POST SIZE REQUIREMENTS. AT 6"00 AT ALL EDGES, BOUNDARIES ih1EAISvrAJ.t.ti & 1O"0C
POSTS A TO t",OAiTMtUt» DOWN TO FOUNDATION. FIf:a1a. NO BLOCKING Is REQUIRED uNt,i~$a NOTED ON J'LAN. 3, ALL F1LL.A Wt'LR StI AVE CONTINUOUS INSPECTION PER
?", PIZC)V1E)E; DOUk31t� FLUOR JOISTS UNDER ALL F'AI2At.LEL NON UaG (3p6,5,13) UN IrlIiIERWISE NOTJD.
FOUNDATION NOTES HEARING PARTITIONS, 4. ALL PUTT WL SHA E FULL PENETRATION U.N,O.
WWI. 3, PROVIDE CONTINUOUS OLOCItING !)F�T'Wt;l~N I�t OOk ,JOI� I'S UNDER 5. A CERT • ATE OF FAORICA FROM '[HE SHOP PERFORMING
1. 8% INEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER BEARING WALLS WHICH ARE PERPENDICULAR TO JOISTS, WE S A REPORT FROM SPECIAL INSPECTOR MUST
U,B,C, 8G11fIj RJwI.ATIVE COMPAt3'RpN MINIMUM OR AS PER ENGINEER. 4, FRAMING, AROUND 0h'i NINOS: TRJMMt R AND I-it..AUI:R JOJ$TS a" URN1SHED TO TIME 'JOB ENata OR PRIOR TO FRAMING
2, THE SOILS ENGINEER SHAIJL INSPECT THE FOUNDATION PRIOR SHALL BE DOUI3 ED AND SUIPPORTEAD t#Y HANGERS fact? GClt}!: APPROVAL,
TO POURING OF CONCRETE AND SNAIL VERIFY THE SOIL BEAR' (UBC 2617). GRADING NOTES
ING RT,SM To K 1000 PSF OR P94 THE SOILS f 1t MING^» R� I. A ORAOING PERMIT SMALL BE OBTAINED PRIOR TO ANY GRADING,
., S , a , j , , n�
3. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER 1, ROOF SHE»A'flilNt� {MIN} 1/.�' alANt}Alit} J t�1Vrt'}(}1} I,A1vt�t, ttvt}t�X 2. ALL FILL ONE FAt)'T & 4#�L,A'i'IaFZ SI•#AI„L i3I» t,Iw%tT'IFII~I7 AND
INTO WHICH A PERSON SHALL BE REQUII TO ()ESE ND SHALL NO, 24/0 WITH EXTERIOR
GLUT. USE #1<! IVAILS AT Ci OC, A.l. FEa'Fh;D AS TO ftELA'r{.VI~ G{iMI�ACTION TIER U.B.C.
BE MADE WITHOUT PROPER PERMIT. ALL
Lp 'DO�� BOUNDARIES t';t) UYlSHE tRvtWA•.LL(1N 112" OC L'LF�Lt). 3., ALL MILL $HALL, BE COMPACTED IN ACCORDANCE WITH CHAPTER
70 OF THE LATEST ADOPTED EDITION Of THE U.S.C.
4. THE MINIMUM SOLVING FOR SILL PLATES TO FOUNDATION SHALL 2, FRAMING AROUND OPENINGS: TRIMM0 AND 1 tt:A1}t k JOISTS 4. ALL UTILITY TRENCH 8ACKFILL$ I•IALL OC, 1N ACCORDANCE VWTH
BE AS FOLLOWS-* SHALL BE DOUBLER AND SUPPORTED BY HANCL`,Rs PLR C0011, THE SOILS ENGINEERS RECOMMENDATION&
1/2" DIAMETER ANCHOR BOLTS WITH 7" MIN EMBEDMENT IN
CONCRETE VAIN SPACING3,NO QREATOR THAN 4 FEET A.C. NOR
�IaAMiNG-"CI:111Nc► DRAINAGE NOTES
THAN 120 FROM CORN14RS (MIN 2 BOLTS PER PIECE),
1. CEILING JOISTS ;;J•1AL1. M!E 2X6.01"O.C• (MAX :)'PAN�14'1'.) ORA I. MINIMUM RAf?IC:N'fS AI1l, AS FOLLOWS; EARTH- #% PAVtNG-,233rO
SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE FOR 2. CEILING JOISTS SHALL OEl 2X4 0)(i"O.C. (MAX :
FURTHER BOLTING REQUIREMENTS 3, CEILING JOISTS SMALL BE 2XIU 016"0.0, {MAX $PAN-23'" F)„) 2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALT BE AS FOLLOWS;
ts. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR GONC, I, RAM NG�1'S 2AF'TCRS " 2% MIN TO 21!o MAX
WALL THICKNESS SHALL NOT BE PLACED IN 8TRUOYUR t. CONC. # Ot41Ntx AND NOTCHING GF' JUI$P'$ t5HAL1., UL' A:.; FOLLOWS: SWALES TO BE 3 FEET MIN AWAY FROM STRUCTURES.
NLESS SPECIFICALLY DETAILED, SEE
MECHANICAL AND 0 taSORIES, ��ISC 2517D)
ETI"CTT2lCAt" DRAWINGS FOR BORING -MAX DIA Of NOLL SHALL NOI EX(xl: () 1,/,S ()I'
ETC, t)RI»SSI»A DEPTH f)F' JC)1Ga'T WtT#•t A #�ikNtLvItJM
K. PIPES MAY PASS THRU STRUCTURAL CANC. IN SLEI~VJw&, BUT CLEARANCE OF TWO INCHt'S,
SHALL NOT BE EMBEDDED URENV. NOTCHING- MAX DEP'0.1 AT ENDS SHAIA. IgOl LMXt IA-b I/,(
7, pROV" 3/4' GAS AT ALL. EXPOSED CORNERS OF DRESSED DEPTH, NO NOTCHING IS ALL)WED
4. SEE ARCHITECTURAL PLANS FOR MOLDS, t�RAOVES, ORNAMENTS IN THE C:E»NT0 THIRD 01' THE JOI'S T SPAN,
CLIPS, OR GROUNDS REQUIRED TO 69 CAST IN CONCRETE, AN NOTCHING IN 01HER L.00ATTONS SHALL. OE ON '114
FOR LOCATIONS OF FLOOR FINIS AND SLAB DWRESSIONS. COMPRESSIVE: $EOF. WITH A MAX DEPTH OF #/t3 00
9. LOCATION OF FOUR JOINTS SI`1A,I.I. K APPROVED BY THE2, OF THE JOIST DEPTH,
5TI'1; TIOiTAl, �, WHi *RL THIS EE 0Ej MORE (NILIL J'I JOISTS. ARL U'AJ) Tit' JOIS Fa 2X S"111t)t1 iE OR
SHALL BE BOLTED TOGIF)HER WITH 1/2`01A MACHINE OOLTS, W/
WASHERS AT 24"OC STAGGERED, BOLTS S SHALL kIf R010F LNEI) Iva a IG" ac",
1. UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHAM, BE TO APPLYING FINISH I MATERIALS, STAGGERED >' URI:OD �Ilt
WtiORt:
7YPC I WIT" A MINIMUM COMPRESS STTiENt3TH tTF' 2; C1p PSI 3, JOISTS/RAFTERS SHALL IrtA1' AT ;taL1C:rMa A MIN. c)1' 3 uvGrltxS 160 0IV O,G;.^ OCCURS IW W RAM
IN 24 DAYS, CEMENT SHA# Ct1LOR TO A.S.T.M. OX-150 W1Tt•1 3-16d NAILS OR USE SIMPSON ST 2115, IS" OaC.
FiNE & CAURSIE AGGREGAT SHALL �ORM TO A ;S, T,M, C— 33 FOR
4. CROSS URIOGING Oil 2X BLK0;SHALT, O PROVIIA',O 0 t}'...()" 0,C, t►+.
NFANFOIiCING 8TE"EL MAX, FOR ALL JOISTS A14D RAFTERS MORE THAN ki" ITV Dk PTH
t�LACI%G OR AN APPROVED METAL TYPE» L3RIDGLNG. ir 1 211
1. ALL REWFORCING3 STEEL SHALL BE GRADE 40 IN ACCORD-- 5, 2X SOLID BLOCKING SHALL. BE PLACED Etli'#'W LN JUV3 f�i OR
AKE WITH A.&T.M. A615 UNI.ESs 07Hm"a NOTED. RAFTERS AT ALL SUPPORTS,
»» ^ 12" LG. tiMOG�AING 0 TAP, POST *101E NAa
2. LOW liYDROGiEN WELDING ROD$ SHALL i3E � FOR ALL FRAMING -BOLTING „ 001` 0M,.14 M10--SIGHT' OCCUR$ STU
WjANQ Of ONFORONO BARS, 1, ALL BOLTS SE,At2JN(; ON WOOL) SHALL I-IAVL' WA:i1•Ita 6 U1400i 111:,A1.) 0A
3. BARS NOiFD AS "GONT "TYPICAL WAIL REiNFORC#NC3 AND OR NUT. SEE SCHEDULE PANCL SOPICOULK AND/Oft FOUNDA'RON PLAN NAIL ALL
VERTICAL COLUMN I'1EINFARCiNG1 SI#AI,L I1AVE A •MINEIMJM � ' , , , ;. , � � >
2. ALL. BOLTS $HALL BE RE;TIGHIENLO, PRIOR f0 AI I LICAIJON 01 PLY-, out. S`TUJ)S W/ Tad 0Ir A.C., STApIi Ra
SPL.IG G)F' tea BAR IuAM Rs LAP IN M TRY OIi WOOD, PLASTER t~'rG.
4O BA�t DIA1�TiGRS I11MUM IN C+rX+KT ,. 3, HOLES FOR BOLTS ShlAJML. I3C: CiOlii:t) a j.12" TU 1/1ti" J.AJ<L;1;:t< ti•tAN
NamiNAL BOLT DIAMETER, TYN, S'I'OD WALL IN"I��:RSECTIONS $TtliX
4, RE.iNFORClNt3 tN'tALI, BE SPLICED OiV!»Y AS SHAWIV OR NO'it»D. LUMB • R '
a7H� IJ LIA . I3E AiIP1 ViDi BY 7ME TIiUCdJRAL M.... ALI.,
". � m m .,
I, ALL, k.taMfsllhi ;yhtAL.L k11;: 1)t)uGL,A;; I'!J< III tt�tl: rt.iL.I..UY�tJUU
tL SIat,IC S IN ADJACIiNT HORIZONTAL WALL REtNFORCINi3 BAR$ GRADES UNLESS OTHERWISE NOTED (MAX MOItAURE CON'T0,11 PpNgt;la
SHALL NOT EXCEED 16i3 & GRADED IN ACCORUAN4 WITO THE:
SHALL K STAG%RED 4 FFAT UNLESS OTHER WISE NOTEED. WEST COAST LUMBERMANS ASSOCIATION.)
+N, PROVIDE DOWELS IN FOOTINGS AND/DR GRADE BEAMS THE FOR SIZE AND SPACING 01"
SAME SIZI» AND NUMBER AS VERTiCAl. WAI.1 OR COLUMN RE:KT`ATIVE; USE: MLM6ERS rcl T 09RAF'TEN, $99 PLAN " 'FACIaCJ; nLYWAOO JOINTS
REINFORCING. DOWELS SHALL HAVE A INN Lim PROJECTION STUDS & PLATES $`furl 3/8" MIN, rags: DISTAN04
IGCIUAi• TO STANDARD LAP ''I.II:E UN G)'I'FIERWiSE NOTED, JOISTS & RAFTERS HOUNAARY NAIWINO (O.N.) FOR NA0
2X4 TO 4XR INCLUSIVE. 140,2 ALONG GON'lIOU EXl5
7 ALL RI»INFORCING, ANCHOR BOLTS AND OTHER INSERTS 2X6 TO 3X16 INCLUSIVL N0,2 PANEL 6Qaf»S
SINGLE GAYER DOU +E LAYER
NOTO "V +" 4'w0" X OM OIAME:TW IN CONCRIKIC# U.N.O.
I� " C
STOUTOI
STJDlO�Tar7
4'-U' MIN. LAP
i
. aatraut: rol►
j T11P PtW,AT&sOPTLNIKSA. 011
p"
' •i Y 4'-A" MIN, LAP
3
DO UitR TOP p IRS
op #%low OOPi IM 6IQB OP
PLATE SPLICE
Sri��TOG
a�
i
3 .
2-2r PLA0. SEE PLAAN$ FOR
oil AAA# It #im TO SPtt0N8
SHINE ANCHO 1 VP AND Aug itR NS AT ili" AC.
lomrOf AQ11 k 1Up FOR 3141l1a P
POSOLOCKINO A ! O !LINO
N>i ANa NOT oleo
a» O.C. x PROVIAk SIMPSON A34 FOR 20
1 SAIPS AND A40 FAR 24 4110,
NAIL" 64E SN, Noll$ EVOR
2-2$ 4AM" FOR 440 AND
TUA FOR TNT ` ' R tMAt18 095 AND 4/1d w N90101£44
TUQOt FOR, SX lilOkt WAti.s 90 POST AT PLYWODR $WAR
tS6S NACVA 101Wt PMIRi. OHMS OCw"
l
AS SHOWN ARE FUIt INAIGAT(ON ONLY. ACTUAL, YOAVON TO NUIT
IMU01001 tit 010 1!' , MAT, SPAOINO AT 16 0.0.
E:
,
YP, WAS, FRAMING
Tap �
SHALL BE SECURED IN PLACE PRIt R TQ PI.AWMNT AF SINGLE, USE MEMBERS PAJRALLE
CONCRETE OR GROUTING OF MASONRY. BEAM$
O. PROVIDE THE F014O MNO M#WW PROTECTIVE COVERING OF 0 NO.2
COMM. 6X OR LANGLA N0.1
POSTS & MULLIONS
NTE1th1901KIF.
BELOW GRADE JUNFORMED) 3u` AR 4X4 & SMALLER 14(X2 NAILING ,K)
FLOORS- 00 0 iOq O.C.
BELOW Fes) 1 CLEAR 4X6 & LARGER NO.2 .OM- 100 G to 0.0.
WALLS
I CLEAR OX5 & LAI OER Na,1
}� "E MiSCELLANEOUS LUMbLIR
Ru AND GIRDERS 1«S AR SLOCKINC,FURRING, ETC. NO-,3
t»Dg4 NAILING (t;,tt,).",�..
S RUCT GGRADE 3/4,oLgAR DECKING & SHEAT11ING
(VE2X,3X,4X COMM'L 0i*X.
G, NUM-* fG fi OR LARGER REINFORCING BARS SIiALL NOT BE 2. ALL.. WOOS) BEARING ON CONCRETE: OEM MA$ULVLt't It t..t„�;>;s THAN
ItE I1ENT MATMOUT APPROVAL OF THE S'IRiR'iUBAL EI+ NFiEEIT, 4 FEET' FROM GRADE SHALL Of PRLSSURE TFTL A lI�t) U0U(,' FW. 2 1t 3 FLAT titl(G. A`T
. O
a
Iti", i3'fARG�t}
M RAPTOR
101A'IE 4" W010 INAN
1a8 Q 140 0.0.
Nr# STAtiM60
Do ROWTIA
PLAN 4" W1DSIt INN
,103010"0.0,
ti , ttNSUPPAIirfu SOt16t3. Ii9wi) L NO L)IMARMI N OI PLYWtXap
3, GLUCO-LAMINATLD WOOD OE;AMS SI'IALL OC F)C)UC,L.A,; J'IFZ C,OMks. ONLY WN CA16SD I o ON � TO AUR PNRPINEaICULAR T+0 PF»RFINUICL�LAR
24F-V5 0F10F Fb-240OPSI, FV-165 PSI, L-100,000 PSI) A1.AN;1)JOISTS t
INDUSTRIAL APP Af�tANCE Wi'Iht EXTERIOR GLUE: UNLLSS
OTHERWISE, NOTED ON FLANS, A Ct,,RTIFiCATC O IN;SPECI'0UN N07E, PLYWOOD TO SE MN, "XgA4 H0PO ty" 10'al ",,
"AM FROM AN APPROV0 J'kSTING AGL.NGY INSPECTED PRIOR to COVERING �""O' x'i"`Q JOIST � NON C� ARINO WA�,Iw
FOR CAGI•# GLUMLAM RC.
TO OE SUBMITTED AND APPROVED BY THE BUILDING Dl:;ta'f. sxnllCr32
PRIOR TO ERECTION, .._PLYWDQt�_ LAYOUT-
--_... ._._-_ .
toy
NOTES
1, Alt, PIPE ktttt',Vkts 10 DE 2"
LAROSR THAN PIPS,
2. FOR Pipe MORE `CiIAN 31-0"
mow aarro" OF Foomas,
00 f A LL000 N Fla. Sw)
I PLACE CQNC. FILL AROVN0
Sofas Li P`& "o Fro.
S vtr G66111R F(0 Au p*11
PIPE TRENCH
$Tb a lraJa
4<
40�V"A41
''
tr
REINFORCING
srpllxTo4 .
SHEAR PANOL LENOTH
JpS �
It,N,a. 1~ ~^ pOUptli P PLATO
TR4KH SNAtI, NOT
U 014" WALL PIC,-
009 COMPACTED
RA001" 0 '+tARNC#
axcAVAtr1AN
I 1
WASHER SCHEDULE
t 7 td t 01AiW RAW WA1iNSR 8fA D CUT
ip app• i 2" 4" N »
" »`
3 x " »- Ix"
f» j" R » » N
NON$ �EQ%AAN 1CUTt �OIAtAi M ALL ("IS IMPT I" IN
W+ WASM.ER SCHEDULE
10HA1L
FOOTING
s�rlapslals
2x swo."�
2X TRtMMS0
U.N.O.
4x END
A
OST
pL DWN 1
PSft Ia" PDiS e AT
UA
SHEAR PANE. ELEVATION
81489707
2001 CRC %EARWALL SCIOULE
4/041 MMI,
N0210;
k. 6010 Hot£ o% NaTGi 041. NOt (00 IN V M4 MONO*
2. NOTCMIF$ SHALT. 0010001,14 IN Mtmu 1/4 w VAN,
3. Nqm MiM,lt 41 NOTCH i11iA1.1 001a " as 1/3 AP iiF'AN,
TYP. JOIST NOTCHING
STIJXgt%W�1 "
m
NON-13EARiNG3 BEARING
PARTITION PAR71TION
TYP, STUCK NOTCHING
2TJDASTIN ,
t�fMiNR. '
3 X fkAtaNGi 0 TNICKUi i AIL Flow" WHO 0 SiIJ. Pt.AI�. NAM. via It 111rowa
' MtI!` MIAAp Mil pRfRtMv VV Vogl ttaNrl A no t x WL PIA L1,
0L MIN 1 >i &itk NtATR, ,N
ANIMIOFi OKI (*I) . r#Gt JOA � .. « t� vs $I"
1414 1, tIAMs (0 Ply" AND SU PJAN 10 a CtQillKltl ttAM"
Z NOW No was AT tat""rta A
1 " AND S1rAPPO t11ft &IIi* At AIL. FIA9% AHD K
4. ONE ON No 10 MW AND POt11S AT NQ MMI LaQA11 %
E U S X 810 TBOMM-� LAW) 0 llr OA M W1;11111hU,A Ut1{o 01Nf;k *$g NOIW,
1. No DIX w" At'IWi01SD D"IQ` 10' iNWItENN Nit MI1w LkA►LI1 &a of.
7, MHt" 4WIS 41g W" WAy 00' p#t►11ta#L !RUE► "IS VON 41 U1ft 00401, 0"04)
tt IN wx FLym am 01� A ftY Pt,Ytl m .
t1411 k,{ "No NOT go IMAM 12 Ow
EW I
SHALL BE SECURED IN PLACE PRIt R TQ PI.AWMNT AF SINGLE, USE MEMBERS PAJRALLE
CONCRETE OR GROUTING OF MASONRY. BEAM$
O. PROVIDE THE F014O MNO M#WW PROTECTIVE COVERING OF 0 NO.2
COMM. 6X OR LANGLA N0.1
POSTS & MULLIONS
NTE1th1901KIF.
BELOW GRADE JUNFORMED) 3u` AR 4X4 & SMALLER 14(X2 NAILING ,K)
FLOORS- 00 0 iOq O.C.
BELOW Fes) 1 CLEAR 4X6 & LARGER NO.2 .OM- 100 G to 0.0.
WALLS
I CLEAR OX5 & LAI OER Na,1
}� "E MiSCELLANEOUS LUMbLIR
Ru AND GIRDERS 1«S AR SLOCKINC,FURRING, ETC. NO-,3
t»Dg4 NAILING (t;,tt,).",�..
S RUCT GGRADE 3/4,oLgAR DECKING & SHEAT11ING
(VE2X,3X,4X COMM'L 0i*X.
G, NUM-* fG fi OR LARGER REINFORCING BARS SIiALL NOT BE 2. ALL.. WOOS) BEARING ON CONCRETE: OEM MA$ULVLt't It t..t„�;>;s THAN
ItE I1ENT MATMOUT APPROVAL OF THE S'IRiR'iUBAL EI+ NFiEEIT, 4 FEET' FROM GRADE SHALL Of PRLSSURE TFTL A lI�t) U0U(,' FW. 2 1t 3 FLAT titl(G. A`T
. O
a
Iti", i3'fARG�t}
M RAPTOR
101A'IE 4" W010 INAN
1a8 Q 140 0.0.
Nr# STAtiM60
Do ROWTIA
PLAN 4" W1DSIt INN
,103010"0.0,
ti , ttNSUPPAIirfu SOt16t3. Ii9wi) L NO L)IMARMI N OI PLYWtXap
3, GLUCO-LAMINATLD WOOD OE;AMS SI'IALL OC F)C)UC,L.A,; J'IFZ C,OMks. ONLY WN CA16SD I o ON � TO AUR PNRPINEaICULAR T+0 PF»RFINUICL�LAR
24F-V5 0F10F Fb-240OPSI, FV-165 PSI, L-100,000 PSI) A1.AN;1)JOISTS t
INDUSTRIAL APP Af�tANCE Wi'Iht EXTERIOR GLUE: UNLLSS
OTHERWISE, NOTED ON FLANS, A Ct,,RTIFiCATC O IN;SPECI'0UN N07E, PLYWOOD TO SE MN, "XgA4 H0PO ty" 10'al ",,
"AM FROM AN APPROV0 J'kSTING AGL.NGY INSPECTED PRIOR to COVERING �""O' x'i"`Q JOIST � NON C� ARINO WA�,Iw
FOR CAGI•# GLUMLAM RC.
TO OE SUBMITTED AND APPROVED BY THE BUILDING Dl:;ta'f. sxnllCr32
PRIOR TO ERECTION, .._PLYWDQt�_ LAYOUT-
--_... ._._-_ .
toy
NOTES
1, Alt, PIPE ktttt',Vkts 10 DE 2"
LAROSR THAN PIPS,
2. FOR Pipe MORE `CiIAN 31-0"
mow aarro" OF Foomas,
00 f A LL000 N Fla. Sw)
I PLACE CQNC. FILL AROVN0
Sofas Li P`& "o Fro.
S vtr G66111R F(0 Au p*11
PIPE TRENCH
$Tb a lraJa
4<
40�V"A41
''
tr
REINFORCING
srpllxTo4 .
SHEAR PANOL LENOTH
JpS �
It,N,a. 1~ ~^ pOUptli P PLATO
TR4KH SNAtI, NOT
U 014" WALL PIC,-
009 COMPACTED
RA001" 0 '+tARNC#
axcAVAtr1AN
I 1
WASHER SCHEDULE
t 7 td t 01AiW RAW WA1iNSR 8fA D CUT
ip app• i 2" 4" N »
" »`
3 x " »- Ix"
f» j" R » » N
NON$ �EQ%AAN 1CUTt �OIAtAi M ALL ("IS IMPT I" IN
W+ WASM.ER SCHEDULE
10HA1L
FOOTING
s�rlapslals
2x swo."�
2X TRtMMS0
U.N.O.
4x END
A
OST
pL DWN 1
PSft Ia" PDiS e AT
UA
SHEAR PANE. ELEVATION
81489707
2001 CRC %EARWALL SCIOULE
4/041 MMI,
N0210;
k. 6010 Hot£ o% NaTGi 041. NOt (00 IN V M4 MONO*
2. NOTCMIF$ SHALT. 0010001,14 IN Mtmu 1/4 w VAN,
3. Nqm MiM,lt 41 NOTCH i11iA1.1 001a " as 1/3 AP iiF'AN,
TYP. JOIST NOTCHING
STIJXgt%W�1 "
m
NON-13EARiNG3 BEARING
PARTITION PAR71TION
TYP, STUCK NOTCHING
2TJDASTIN ,
t�fMiNR. '
3 X fkAtaNGi 0 TNICKUi i AIL Flow" WHO 0 SiIJ. Pt.AI�. NAM. via It 111rowa
' MtI!` MIAAp Mil pRfRtMv VV Vogl ttaNrl A no t x WL PIA L1,
0L MIN 1 >i &itk NtATR, ,N
ANIMIOFi OKI (*I) . r#Gt JOA � .. « t� vs $I"
1414 1, tIAMs (0 Ply" AND SU PJAN 10 a CtQillKltl ttAM"
Z NOW No was AT tat""rta A
1 " AND S1rAPPO t11ft &IIi* At AIL. FIA9% AHD K
4. ONE ON No 10 MW AND POt11S AT NQ MMI LaQA11 %
E U S X 810 TBOMM-� LAW) 0 llr OA M W1;11111hU,A Ut1{o 01Nf;k *$g NOIW,
1. No DIX w" At'IWi01SD D"IQ` 10' iNWItENN Nit MI1w LkA►LI1 &a of.
7, MHt" 4WIS 41g W" WAy 00' p#t►11ta#L !RUE► "IS VON 41 U1ft 00401, 0"04)
tt IN wx FLym am 01� A ftY Pt,Ytl m .
t1411 k,{ "No NOT go IMAM 12 Ow
EW I
a
Iti", i3'fARG�t}
M RAPTOR
101A'IE 4" W010 INAN
1a8 Q 140 0.0.
Nr# STAtiM60
Do ROWTIA
PLAN 4" W1DSIt INN
,103010"0.0,
ti , ttNSUPPAIirfu SOt16t3. Ii9wi) L NO L)IMARMI N OI PLYWtXap
3, GLUCO-LAMINATLD WOOD OE;AMS SI'IALL OC F)C)UC,L.A,; J'IFZ C,OMks. ONLY WN CA16SD I o ON � TO AUR PNRPINEaICULAR T+0 PF»RFINUICL�LAR
24F-V5 0F10F Fb-240OPSI, FV-165 PSI, L-100,000 PSI) A1.AN;1)JOISTS t
INDUSTRIAL APP Af�tANCE Wi'Iht EXTERIOR GLUE: UNLLSS
OTHERWISE, NOTED ON FLANS, A Ct,,RTIFiCATC O IN;SPECI'0UN N07E, PLYWOOD TO SE MN, "XgA4 H0PO ty" 10'al ",,
"AM FROM AN APPROV0 J'kSTING AGL.NGY INSPECTED PRIOR to COVERING �""O' x'i"`Q JOIST � NON C� ARINO WA�,Iw
FOR CAGI•# GLUMLAM RC.
TO OE SUBMITTED AND APPROVED BY THE BUILDING Dl:;ta'f. sxnllCr32
PRIOR TO ERECTION, .._PLYWDQt�_ LAYOUT-
--_... ._._-_ .
toy
NOTES
1, Alt, PIPE ktttt',Vkts 10 DE 2"
LAROSR THAN PIPS,
2. FOR Pipe MORE `CiIAN 31-0"
mow aarro" OF Foomas,
00 f A LL000 N Fla. Sw)
I PLACE CQNC. FILL AROVN0
Sofas Li P`& "o Fro.
S vtr G66111R F(0 Au p*11
PIPE TRENCH
$Tb a lraJa
4<
40�V"A41
''
tr
REINFORCING
srpllxTo4 .
SHEAR PANOL LENOTH
JpS �
It,N,a. 1~ ~^ pOUptli P PLATO
TR4KH SNAtI, NOT
U 014" WALL PIC,-
009 COMPACTED
RA001" 0 '+tARNC#
axcAVAtr1AN
I 1
WASHER SCHEDULE
t 7 td t 01AiW RAW WA1iNSR 8fA D CUT
ip app• i 2" 4" N »
" »`
3 x " »- Ix"
f» j" R » » N
NON$ �EQ%AAN 1CUTt �OIAtAi M ALL ("IS IMPT I" IN
W+ WASM.ER SCHEDULE
10HA1L
FOOTING
s�rlapslals
2x swo."�
2X TRtMMS0
U.N.O.
4x END
A
OST
pL DWN 1
PSft Ia" PDiS e AT
UA
SHEAR PANE. ELEVATION
81489707
2001 CRC %EARWALL SCIOULE
4/041 MMI,
N0210;
k. 6010 Hot£ o% NaTGi 041. NOt (00 IN V M4 MONO*
2. NOTCMIF$ SHALT. 0010001,14 IN Mtmu 1/4 w VAN,
3. Nqm MiM,lt 41 NOTCH i11iA1.1 001a " as 1/3 AP iiF'AN,
TYP. JOIST NOTCHING
STIJXgt%W�1 "
m
NON-13EARiNG3 BEARING
PARTITION PAR71TION
TYP, STUCK NOTCHING
2TJDASTIN ,
t�fMiNR. '
3 X fkAtaNGi 0 TNICKUi i AIL Flow" WHO 0 SiIJ. Pt.AI�. NAM. via It 111rowa
' MtI!` MIAAp Mil pRfRtMv VV Vogl ttaNrl A no t x WL PIA L1,
0L MIN 1 >i &itk NtATR, ,N
ANIMIOFi OKI (*I) . r#Gt JOA � .. « t� vs $I"
1414 1, tIAMs (0 Ply" AND SU PJAN 10 a CtQillKltl ttAM"
Z NOW No was AT tat""rta A
1 " AND S1rAPPO t11ft &IIi* At AIL. FIA9% AHD K
4. ONE ON No 10 MW AND POt11S AT NQ MMI LaQA11 %
E U S X 810 TBOMM-� LAW) 0 llr OA M W1;11111hU,A Ut1{o 01Nf;k *$g NOIW,
1. No DIX w" At'IWi01SD D"IQ` 10' iNWItENN Nit MI1w LkA►LI1 &a of.
7, MHt" 4WIS 41g W" WAy 00' p#t►11ta#L !RUE► "IS VON 41 U1ft 00401, 0"04)
tt IN wx FLym am 01� A ftY Pt,Ytl m .
t1411 k,{ "No NOT go IMAM 12 Ow
EW I
NON$ �EQ%AAN 1CUTt �OIAtAi M ALL ("IS IMPT I" IN
W+ WASM.ER SCHEDULE
10HA1L
FOOTING
s�rlapslals
2x swo."�
2X TRtMMS0
U.N.O.
4x END
A
OST
pL DWN 1
PSft Ia" PDiS e AT
UA
SHEAR PANE. ELEVATION
81489707
2001 CRC %EARWALL SCIOULE
4/041 MMI,
N0210;
k. 6010 Hot£ o% NaTGi 041. NOt (00 IN V M4 MONO*
2. NOTCMIF$ SHALT. 0010001,14 IN Mtmu 1/4 w VAN,
3. Nqm MiM,lt 41 NOTCH i11iA1.1 001a " as 1/3 AP iiF'AN,
TYP. JOIST NOTCHING
STIJXgt%W�1 "
m
NON-13EARiNG3 BEARING
PARTITION PAR71TION
TYP, STUCK NOTCHING
2TJDASTIN ,
t�fMiNR. '
3 X fkAtaNGi 0 TNICKUi i AIL Flow" WHO 0 SiIJ. Pt.AI�. NAM. via It 111rowa
' MtI!` MIAAp Mil pRfRtMv VV Vogl ttaNrl A no t x WL PIA L1,
0L MIN 1 >i &itk NtATR, ,N
ANIMIOFi OKI (*I) . r#Gt JOA � .. « t� vs $I"
1414 1, tIAMs (0 Ply" AND SU PJAN 10 a CtQillKltl ttAM"
Z NOW No was AT tat""rta A
1 " AND S1rAPPO t11ft &IIi* At AIL. FIA9% AHD K
4. ONE ON No 10 MW AND POt11S AT NQ MMI LaQA11 %
E U S X 810 TBOMM-� LAW) 0 llr OA M W1;11111hU,A Ut1{o 01Nf;k *$g NOIW,
1. No DIX w" At'IWi01SD D"IQ` 10' iNWItENN Nit MI1w LkA►LI1 &a of.
7, MHt" 4WIS 41g W" WAy 00' p#t►11ta#L !RUE► "IS VON 41 U1ft 00401, 0"04)
tt IN wx FLym am 01� A ftY Pt,Ytl m .
t1411 k,{ "No NOT go IMAM 12 Ow
EW I
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Pa e I of 3) CF-IR
CIS-
DitPro ect Tit cv e
Prttl GCt A SS �m Building Permit #
Plan Check / Date
Documentati n Author Telephone
Field Check / Date
Co pliance Method (Package or Computer) fimate Zone .n orctmen genet' 036 Only
!UENERRAL IL4FORMATI N
Total Conditioned Floor Area 1 C"5 Average Ceiling Height: it
Conditioned Slab Floor Area _ «
Building Type:+,, _ Single Family Addition
(check one or more) Multi -Family Existing -Plus -Addition
e
Front Orientation: _ _ jl!qa�► South / East / West 1 All Orientations
(input front orientation in degrees from Tate North and circle one)
Number of Stories 1
Number of Dwelling Units:
Floor Construction Type: Sla aised F r (circle one or both)
PA121ANI BAR Required for this suhmittal,_,_" yes ,jno
§LJI,LQ1NfA Et1VLELQPE INWA1103
Component
Frame Type
Cavity
Sheathing
Total R-
Assembly
Location/Comments
Type
wd = wood
Insulation
Insulation
Value'
U-I?actor'
(attic, garage, typical, etc.)
stl = steel
R-Value
R-Value
Wall
Roo€
Roof
-
------
Floor
Floor
Slab Ede
,
Lam
FEN TRA'TiCiN '
Shading_JQevices
IT* 717M
IMIM
t Compliance Forms August 2001 A»2
MANDATORY MEASURES CHECKLIST: RESIDENTIAL, (page 2 of 21 MF-1R
Now Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.
Items marked with an asterisk (*) may be superseded by morn stringent compliance requirements listed on the Certificate of
Compliance. When this checklist Is incorporated into the permit documents, the features noted shall be considered by all parties as
minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioula , Water Reating and PlumbluF System Measures: (continued)
• $ I so(m). Ducts and Fans
1. All ducats and plenums installed, stated and insulated to meat to requitement of the I"S CIVIC Sections 601,
603, 604, and Standard 6.3; ducts insulated to a minimum installed level of R•4.2 or enclosed entirely In
corrdittaood space. t?penhngs small be sraitd with mastic,tape, sMsosat statant, ar other duet -closure system
that meets the applicable requ romems of UG 181, UL IBIA, or UL 1818. Ifmastic or tape is treed to seat
opondngs grouter than 1/4 hick the combination of mastic and either mesh or tape shalt be treed. Building
cavities WWI not be used forwaveying conditioned air. Joints and scams ofduct systems and their
components shall not be sated with etc* back rubber adhesive duct tapes unless such We Is used in
combination with mastic and drawbands.
2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials
other than sated shoot metal, duct board or flexible duct shall not be used for conveying conditioned
air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support
platforms shall not be compressed to cause reductions in thecross-aaetlonaf area of the ducts,
3. Joints and scams of duct systems and their components shall not be seated with cloth back rubber
adhesive duct tapes unless such tape is used in combination with mastio and drawbands.
4. Hxhaust fan systems have back draft or automatic dampers.
5. Gravity ventilating systems serving conditioned space hhavt either automatic or readily accessible,
manually operated dampen.
6. Protection of Insulation. insulation shall be protected from damage, including that due to sunlight,
moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to
weather shall be suitable for outdoor service e.g., protected by aluminum. sheet metal, painted canvas,
or plastic cover. Cellular foam insulation shalt be protected as above or painted with a costing that is
water rotardsnt and ff2lijW shlttdin Liam so ar i io that can cause dation of the material.
$114; Pool and spa Heating Systems and Equipment-
1. System is oortified with 78% thermal efficiency. oreoffswitch. weatherproof oporating instructions, no
electric resisumoo heating and no pilot light
2. System is Installed with:
a. At but 36" of pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas,
3. Pool system has directional inlets and a circulation pump time switch.
§ 113: Gas fired control Rn eces, pool heaters, spa hatters or household cooking appliances have no
continuous burin hot hi t, Ltxcc Ion: Non•et oat Coakin a iances with Rot < i50 Bttdhr
§118 & Cool Roof material meet specified Criteria
LION Measures:
Luminaires for general lighting In kitchens shall bane tamps with on efficacy of 40 lumens/watt
or greater for general lighting In kitchens. This general lighting shall bo controlled by a switch on a readily
! cosslbic I&Ipi control ggial at an entrance to the kitchen,
ill SO(k)2.: Rooms with a showor or bathtub must have olther at tent one luminaire with Imps with an
'
eftiewy of 40 lumatutwatt or greater switched at the ontranca to the room or one of the altemativos to this
requirement allowed In #130)2.; and incandescent recessed ceiling fixtures are IC (insulation cover)
approvet.
Compliance Forma August 2001 A-6
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Pa e 2 of 3
_
Project Title Das
i
IIVAC SYSTEMS
Note; input hydronic or combined hydronic data under Water Heating Systems, except Design Heating toad,
Distribution
Heating, Equipment Minimum Type and Duct or heat Pump
Type (fumace, heat Efficiency Location Piping Thermostat Configuration
Bump etc. AFUE or HSPF ducts attic etc, R-Value T e s tit or acka c
Cooling Equipment Minimum Duct t Heat Pump
Type (air conditioner, Efficiency Location Duct Thermostat Configuration
heat urne, eve . cooling) (SEER) attic etc. R-Value T C (split or Mcke e)
gUd 1XV2r e . e
0 Sealed Ducts (ail climate zones)
(installer testing and certification and HERS rater field verification requited)
Cl TXVs, readily accessible (climate zones 2 and 8.15 only)
(Installer testing and certification and HERS Rater or field verification required)
i 1 Refrigerant Charge/Air Flow (climate zones 2 and 8.15 only)
(installer testing and certification and HERS Rater or field verification required)
OR
Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone)
Climate Zone Window SHGC Window U-Factor SEER Heating
WATER HEATING SYSTEMS
Energy' External
Rated' Tank Factor or Tank.
Water Heater Distribution Number input (kw Capacity Recovery Standby' Insulation'
T e !Joe in ern gr r), Jilall2nsj Effigigna LgLs f°o R-Value
1. For small gas storage water heaters (rated Inputs of lass than or equal to 75,000 Btuibr), electric resistance, and heat pump water heaters, list Energy
Factor. For large gas storage water heaters (rated input of greater than 75,000 BttrRtr), list Rated Input, Recovery Efficiency and Standby Goss.`
For instantaneous gas water heaters, list rated input and recovery efficiencies,
Package C and D: TXVs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 200IResidential Manual).
Package C: thermal mass (thermal mass type, covering, thickness, and description).
Compliance Forms August 2001 A-3
MANDATORY MEASURES CHECKLIST: RESIDENTIAL (page 1_of2) MF-1R
Note: towrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.
Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance. When this checklist is incorporated Into the permit documents, the features noted shalt be considered by all parties as
minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable,
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
• §150(a). Minimum R-19celling Insulation. 2 c,
§150(b): Goose fill Insulation manufacturer's labeled R-Value.
§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-Factor in metal frame walls
does not apply to exterior mass walls ,
* §150(d). Minimum R-t 3 raised floor insulation in framed floors. C
§ 150 (I) ; Slab edge Insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no
neater than 2.0 ILormlinch.
§ 118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
§ 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls
1. Doers and windows botween conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field -fabricated) have label with certified U-Factor, certified Solar Heat
Gain Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weathotstripped; all joints and penetrations caulked and seated.
I50(g). Vapor barriers mandatory in Climate Zones 14 and 16 only.
§ I Wt): Special infiltration barrier installed to comply with § 151 meets Commission quality standards.
§ t 50(o): Installation of Fireplaocs, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplaces have:
a. Closeable motal or glass door
b, Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilot lights allowed.
Space Conditioning,' Water Heating and Plumbing System Measures:
§110-§113: HVAC equipment, water boaters, showerheads and faucets certified by the Commission.
AW
§ 150(hy Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
§ l50(1): Setback thermostat on all applicable heating and/or cooling systems.
§ 1500). Pipe and tank Insulation
1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with
Insulation having an Installed thom►ai resistance of R.12 or greater,
2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, Insulated (R-4 or greater)
3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12
,
external insulation or R-i 6 combined IntomaUoxtarnal insulation.
4. All buried or exposed piping insulated in recirculating soctions of hot water systems.
5. Cooling system piping bet ow 55° F insulated,
6, Piping insulated between heating source and Indirect hot water tank.
Compliance Forms . August 2001 A-6
r y
CERTIFICATE OF COMP'LIANCE: RESIIiENT'IAI, (Pa e 3 of 3) CF-I
Project Title Date
OWNELLIAM NIAIMENT
This c;,rtificate of compliance lists the building features and performance specifications needed to comply with
Title 24, farts I and 6 of the California Code of Regulations, and the administrative regulations to implement
them. This certificate has been signed by the individual with overall design responsibility. When this certificate
of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that
is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using
duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS
rater.
Designer or Owner (per Business and Professions Code) Documentation Author
Name: Name: 6.,
i"ltlelFrirm: C" ,(c:. t !f Title/Fzirm:&�,
Address: 1 - )r(' Address:''
Telep one: C`" 3 1 T-411 7 Telephone:
Lie. i
(si t l
(date) (date)
Enforcement Agency
giFne:
Agency:
Telephone:
(signature / stamp) (date)
Compliance Forms August 2001 A 4
' A_
cut= tst�tatlserfa