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I.ad) and by€)sunj W)Allh()ard shear WAS
not Ghitll; "Ind boring ()i
shall Comply witl) E;I1(' Sctccit)n 2�13 awl
'l ai)Ic 25,1.
joints are tO be sljo l) 01) tile plow,
Atic shall not exe c l C oc 232o.li. i
' Allowikncc.s.
N(U un 01r plalls that #told-dow11 Itartlwalt�
Must Olt secured in place hri()r itt
Nowhing W extCrK)t and I)Carkag/
it)itlldaCiAt) it)SI)4CtiA1i. (lllli.},2;>�
fVOtlhe Ciltja Willis SI1aIi 1)t)t eit<,ecil
Ivt v ol) the plans that liold••dt)W11
?X k140%, rt$peci:ivtly. Ilt)I'ed hf)It«
ill Narinwoonbt,.tring walls shall
COnt)ector bolts into wood framing
)lots; exceed 40014/60% respCcLiveiy,
require approved platy washul;l; and
)JOW-downs shall be tighwiled just,
III no Cilw sliall Cite Cdi;e Of C )c I,lOYCLI
WWI: be nearer than s/8 itch to tile
prior to L,Ove)'IAlg th;, wall f1'<unlilg.
Ckle,e of dic stud. (2320,11,9 anti
2320.i1.I1))
Provide lire bloel<Hlg 11l cO1)cculcd spaces
()i st'tld wall$ M'd P'Ktkjotis, including
I itadtt and 1xitnillter details lot,
furred spaces at the ceiling, uncl I'lach level
and at 10 ft. illttrvals both vertical at,d
1"Ot' dt)Ul'S and Wii1dOWS at'i, vo be
ba6wl wl. (706.2)
ShoWA With full lellgth trifilltl rs,
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113ENE Bail~, NOT(''. ,
S' u LUMBER
�Z
..
1, ' AU» STRUCTURAL WOOD MC'M84RS SHALL BE T1•IE BEST Sh;LEO'IiON Of
1, •CONTRACTOR S!•IALL FIELD VERIFY ALL DIMENSIONS ANU LAIStING
CONOITLONS PRIOR TO STARTING WORK, CONTRACTOR $HALL NOTIFY
+ DOUGL,AS FIR PER WGL.A GRADING RULE No. 16, UNLESS NOTED
OTHERWISE,
THE OWNERS REPRESENTATIVE OF ANY DISCREPANCIES OR
EACH PEICE OF,LUMBER SHALL GRADE MARKED.
0) 2" TO e THICK, 2" TO r WIDE:
INOON01000.
i LIGHT FRAMING & STUD$ ......................... PARAGRAPH 1210 44 1220
2. THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE,
"" " • � t iv c».w., b) 2" TO Ott THICK, 6" AND WIDER;
THEY 00 NOT INDICATE THE METHOD OF CONSTRUCTION, 1HC
G0N'iRAGrt�R ShIAI:t TAKE ALL M�ASl1RM'S NECESSARY TO I RVM.CT
j», STRUCTURAL JOIST AND PLANK ...,.,+.....,....,.r..............................123b
W.-` '�i'iX�"v , 4�' to-lo.
THE STRUCTURE DURING CONSTRUCTION, SUCH MEASURES SHALL
fNOV►.�+rli aV 0 2" TO A." THICK, 2" TO 4" WIDE;
INCLUDE, BUT NOT DE LIMITED TO, DRACINQ AND SHORING FOR
'
STRUCTURAL LIGHT' FRAMING....,.,.+f•..t................•..+•.,,.,.,+.,..,..,,..12�Ib
LOADS DUE TO CONSTRUGTTON EQUIPMENT, CONSTRUCTION LOADS
' tx 1 •I•ivili ,ltr+»' d) 5" AND THICKER: RECTANGULAR BEAMS AND STRINGERS,.,....1.130b
Of MATERIALS. ETC,
m . Via, sw.010*7►�+. 0) ROUGH OR SURFACE 54 AND LARGER; POST -k 'LIMBER.......... 131b
,v
�� DIMENSIONS SHA{.L 'TAKE PRECEDENCE OVER SGAt»f»S SHOWN ON
DRAWINGS. 00 NOT SCALE t?RAWINf�S.
2 ALL S>TRUf:TUR
NOTI»S AND DETAILS ON DRAWINGS $BALL TAKER PaECEDENOE
REVISIONS
BY ir'
+
I)
3
f�
{ AL PLYWOOD SHALL. 13E DFPA GRAM» STAMPLp WIIM
EXIT»BLOB GLUE AND AS SPEGIFIEC? BY THE AMERIt AN PLYWOOD OVkWR GENERAL NOT'E5 AND STANDARD DETAILS. ALL WORK NOT � +
'♦iNtAN AaSOGIAiL4L�l, ULVLESS NOTED E3
T w TT ERWISE. CONSTRUCTED i3 ('AIL A O# 'Nt3T A SI'IA I„CONSTRUCTED 7I1E ,SAME AS OTHER
SIMILAR WORK SHOWN IN THE, DETAIL.S. i
`�' • ' R + s• ROOF FRAMING AND- SHEATHING SHALL BE INSPECTED PRIOR -T0
PLACING OF ROOF. 4. CONSTRUCTION MATERIALS $1,141. BE SPREAD OUT IF PLACED ON
FRAMED FLOORS AND ROOFS. LOADS $MALL NOT EXCEED DESIGNED
Ili
4.1 $IL.L AND PLK[ES REST#NG ON CONCRETE OR MASONARY. SHALL Bf» LOADING FOR SUF'I�t3�2�iNG MEMBERS. ,5
'PRESSURE • TREA'tEU' i7OAU } A S O�.Rrp lµ � • t3LAS {"ri\r 1 i
j
.6. BOLTS, HEADS AND'NUn BEARING WOOL) SHALL HAVE METAL
WASHERS PER SCHEDULC., BOLT HOLES IN WOOD $IJALL BE DRILLED'
1/32", TO 1/16" DIAMI TER LARG04. YNAN NOMINAL BOLT DIAMETER. t
1. Aii, i'OURGD IN PLACE; CONCRETE $HALL HAVE, AN ULTIMATA; CAM--
' 6. PREDRIU, ALL MOLES FOR LAG 8OL`S'S, IF USED. PRESSIVE STRENGTH A1` 26 DAYS Ol:. "1 0' PSI, AND ,A All DRIED
DENSITY OF 1 o PGF, IN
., 2. CEMEN'fi ^TO''L C -Ti V F,R(3M,.'TI~57ED"7STOCK ANV CONFORMING TO -0 ow 0 Nkomo
, $t
r nv,nA-w•+• r I A.S/T,M, G"�150, y '
3. CONCRETE FORM TOLERANCES SMALL BE WITHIN TT•fE SET STANDARDS
ALL.. NAILING SHALi,'i3>~ COMMON WIRE NAILS CONFORMING TO THE, OF THE AMERICAN CONCRETE INSTTTUTl ` T
LATEST ED1 ION OF THE U,D,C, WHERE AUTOMATIC, NAILING IS USED,
l NAIL. HEADS SHALL NOT PCNETRATE PLYWOOD SHIrATNIN0. 4. ALL REINFORCINO 'ST'EEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS
C�YNIJECTIQNa USTT»p ARE MINIMUM F'IrRMISSIf3L!», DETAIL. GOVERN ShiAii BE SECURLRD IN POSITION AND INSPECTED BY Thil~ LOCAL
OVER 80HEDULe BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING 0F`.ANY F
0) JOIST TQ SILL. OR GIRDED, T% NAIL EACH SIDE .... '................ 3-8d
CONCRETE.
t hI ir�lir t+► r 11000
"1 ✓,� 4*10 ? .I � b) I3RIpGING T4 �101Sx OR RAC, TAE NAIL. EACH >~ND,,....,..{+2 8d 6. NO PIPES OR 'DUCTS $HA�.L., .Bi4 PLACED IN STRUCTURAL CONCRETE
r� '/"`�' UNLESS SPECIFICALLY DETAILED, I G► +Ire W W P t I f>€ 0) .SUI3+�"€ LOQR , SHEATHING , AT ALL GEARING$: � s
44Ii.►• 1XFi 'DR iiSS FACE IL.,
, NA....t.,..,,.,,,.•.+.,a.....t..,..+.,•r..............f.2TMt3d' G. CONGI3fwTI~ FLOOR SLABS VARIATION FROM Levi 'fO BE NOT MORE
i
w �t {� /gyp WIDER,
/1�+ + {714AN 1/8" IN TEN (10) FEET,
�tt 1X8 OR IDER, FACE* NAIL+•.............•.......+,+..+,.r+.r+,,,....r+r..
jy 7, ALL, EXPOSED CORNERS OF CONCRETE SHALL. BE CHAMPtIlki> ;3/4" j
` ,• '2X #3LfNt} OR I*A6>n.Ni,llw.H,,,.,f.,•.1.................+,+.,+....t,.,...l.r.,..�""16ti ' UNLL«SS NOTED OTHLRWISLr,' 'i I
d) SOLE RLATE' TO JOIST OR BLOCKING, FACE NAIL»l' +D 16"u,c.
I
" + o TOP PLATE TO STUB END NAIL. ry
' r,wfi. • • t 1 �„,r„,..t,r.fr.t,.,,.,,.t,♦tt,,,,i.,..tt.tN,2"�Ilfifl w t • j'
(e i A f ' + ♦ ' f} STUD, TO SOLE PLATE, TOE NAIL..............................................4—Md �
A n " IN THE AB$ENCE OF A FORMAL SOILS REPORT MINIMUM .VALUES
�} DOUBLE STT,3D.rt, .FOCI" NAfiL,r.,.•...w....+..+r+rm...+.r,+rr,.e.rr.rlCld 6h a'�• O,G. 1. + '
PER U.S.C., TABLE 20A 4;0, SHALE. APPLY. ALLOWABLE SOIL ,I
y'r,1 • h} DAUI3L.E TOP PLATES, FACE NAIL. {+,„„.f...if16d W► 16'1 SEARING F,'RESSURR x 1000 P4.F. pOTTOM OF ILL FUP'I1NGS
{' t
TOP PLATE!$; LAP $ LNTERSLCTTONS, FACE NAIL...................2-160 $HALLS 8E PLACED A MINIMUM OF 12" BELOW LOWEST ADJACENT
GRADE,
}} CONTINUOUS HEADER, 2 PIECES EACH SIDE ............... 16d 0 16°o.a.
eft y k) CEILING JOISTS OR RAFTERS, EACH BEARING TOE NAIL. ........ 3MI3d ,2, F00TINt3S $HALL BE POURED AGAINST FIRM, UNDISTURkJ1«p
NATURAL $OIL OR ENGINEERED COMPACTED FILL AS REQUIRED
I) CONTINUOUS HEADER TO STUD, TOE NAIL»..f,f{.,f..,.,t.r...,l:.f....hr- 6d BY A QUALIFIED $OIL$ ENGINEER.
m) CEILING JOISTS,
t,A►P OVER PARTRIONS, FACE NAZI. ............ .s 16d
DURING SITS: CLEANING AND $ITE EAR'IHWARK OPERATIONS,
h) CEILING JOISTS TO PARALLEL RAFTERS, PAGE' NAIL.......,t,t...,3-�16d CONTRACTOR SL(AID I?I»`LRLTMINL� LI+ AiVY h`LLL, L XCAVA`1ON OR
j� /� *, (�,] (* �^ x g BURIED FOUNDATIONS, DEBRIS OR STRUCTURES ARVON SITE,
- 1NfitkMtmlYN%tM/4ditNffWrFn'tL'NIMWN� M1+Vt.r ) RAM TO {OP PL.A79, TOM NAILwrte...•r„e,,...+„r..,»„+{s,.,+,ri+i+:s,J"^�4Y ,
IF ANY ,4'• SUCH ARE FOUND, OWNER 5 REPRESENTATIVE SHALL BE
l P) 1" BRACE TO EACH STUD AND PLATE, FAQIR NAfiI.,+.;f.,.+.,.,++..?,•^t3d NOTIFIED.IMMEOIATELY+ i w; � I
` [ V
OWN M I ill� (�} ry� { j['� CORNER
y �(�p (� ey q.. ROOF AND- AREA RUNOFF AND ,�+R;A DRAINACI:. Sf•IAI,L I3I
"'.m ,.., 'i) BUILT— U CORNERSTUD$...f....r.+i ..............N.r„r+i.r+.,,f16� 0 2eo.o..
r) JOOST OR RAFT ER ' TO SIDE OF STUDS: DIRECTED AWAY 'FROM BUILDING FOUNDATION. I �
0
.I{ T•' . Y" ^^��T.I,,.+,i,i,fRr,t,.i.Y... �.{MM ,K FMB
FOR EACH ADDITIONAL 4" 43WT H OR LESS., ............
I t e) CEIUNO STRIPS; ' .' w
�
1, ALL REINFORGINO BAR$ AND 11Ew "SHALL CONFORM TO A.S.T.M, I ;
1X4 TO UNDERSIDE OF JOIST, EACH ILL"ARIL�it3 A 010 GRADE 40, U� LEM WED Qil`IERM., t ' �, c+i
ONLY;, SLANT ONE Snt AJONT {f /(,)�{/j � I "•�.. �}
, i.t.i,..{,..{R..r.•.R,.+tt+.•Itf...,+.....a�+'�r%d } 2, AU DETAILING, FABRICATION AND ERECTION OF R0NFOROIN0,.R, , �
2X5 TO UNDERSIDE: OF JOIST, EACH BEARING STEEL $FALL OONI±ORM TO ALGA/ MANUAL OF STANDARD
ONE SLANT, ONES'IRAIOHTr.......•...{..t•.........................2 -lbcl PRACTICE FOR DET'AIUNG REINP0801NO CONCRETE MUq LURE$,
'
NOTE; USE STRONGHOLD ANNULARY GROOVED GYPSUM BOARD A.C.I. 315.
AND -PLASTER CEILINGS, STRIPS SUPPORTING PLASTER 3, REINFORCING SHAW, NAVE MINIMUM CONCRETE COVER AS FOLLOWS;
I OOUNGS SHAD,. BE W1R9D IN PLACE IN ADDITION TO
NAILING, UNFORMED SURACEti EXPOSED TO EARTH .........+.,.++,+.............. 3"
Q OVILT-UP BEAMS; FORMCD SURFACES �yEXPOSED TO EARTH OR WEA' ER; rt ,
No. a AND SMALLER ....................re.++e++.e+r..++.t.rrs+.+,•+.r+,+,.,,++.,+,. �. 2X1i3 OR L.ES$1 STAGGERED A3 TOP BOTTOM ..... 20d o 3,l No. 6 Tr RU No. 18 ................rat..:.,,,,e.+,..rr„+..•r,r•,t.r+.++•+.+.r.e•ea,.. F."
/ {(% SLABS PQLLL�SD .AGAINu1'1AR11i...........,r......:.......n....,.+.,...,..,,..2
AT ENDS;.S..f.......+.,,.,..t.,,.�e..,. s.,.+... s,...f.{+,.,,q� l/M, • .
2X12 + {
AND LARGER;•STAGGrEREL}... ..,.s.,.+.sa,s.1 j2", BOLTS 0 2e0tc.
. ; r _•ti�kci,4i.'.t�4�rist''t:.SF.t#wi��
y�, A^ �« i .
INO'TS 4* L",L ' ► Iw>" !'� 1 ►imr PLAN
.�N
f OR 8 otAIR, Nr�1Ii'�► . A. WASHERS $HALL BE USED UNDER '
AIL»OAS AND'NUTS OF AL.i•,, BAL.'L�s
BEARING AN WOOD{ THE WASHERS LISTED BELOW SLTALI. BE USED ,
,A►T'T I �` IN THE FOLLOmNG LOCA 11ONS;
i
a) MUDSILt TO FOUNDAWN
b) WOOD LEDGER ' AND CAP, S TQ.' CONCRETE, AND MASONARY WALLS
+ g) , 'AQAINST
SR 2 MEMBER O ii~A
•
,
B WHEN 2X MEM04R IS S3 L; TO A SEA
0 M' USED BEAM
L VtI»t2 '
T4 MAKE A M ".
d} STANDARD GUT WASHERS
'MANY" ;BE Ua!"p EL,SL«S�IGRL UNL ESS
1 �c>tit.�x�w*ntcvx.,Maw t
"n'a NO TI~D QN
. THE DRAWING
SOLT
STEEL ' WASHERS MALL, IRON
SQUARE , «. .. ROUND • ROUND f iwoo
�,..2x KING POST WlTWO �' ��«..•�..,., "
ROWS OF 16d SAGE NAILING 41
3" O.C, ANL? 5/6" 2 1/2 sq. X 1/4
tad TOENALING
3" O,G, '
AC
SIDE _
KING POST -- 4"xF9 HEADER
TO HEADER t
POST 16d POST CAP x Who t ,N
2"x4" STUDS i$" O.G.
10'
MAX.
4"x4" POSTS WITH
. ,
HD2A HOLD DOWNS ; /�,{�ED
.nw
V
END KING POST 12" y `
MIR
1'
T ABOVE BOTTOM PLATE yli • i two
#i34
,• `Lu
"Mull
MUDSlLL I�1�iL1aILN#IAl1 i
FOOTING/SEE DETAIL "vp1w 14mm) L3Iia LAt g A
fill16+� Irt±>1+tS1tLr�it 2 l"t `, ° `...�' 'NOTE}'
DOOR OPENING t;r �►
T't+Ixlv�liLNAiiI»�>3IItyM" I =;t `� R Ups )��'�
GARAGE P �
t+i4tY.11lt�t+11tLt►1 t f
SN T-oil ofto
• ♦' �i
t
_-wom"11 1111111 loop L/4
yy }*
2 K4 Al
240 ,0A, Mill
w„r F.A►GI.+a► OP
-to- rAN