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w - rn a A n z r O oo n - fJ SD-2 EXTERIOR BEAM DOUBLE PLATE INTO EACH SIDE OF STUD BETWEEN TRUSS BOTTOM c N p a
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p o �°b p m oo -� v O G� m r cn = _ = o o m z 0 - m v e6 L H6 CLIP FROM 3 x 3 x a WASHER c
O zZ 0 > O0p rnacn rn mZ � �, g" v2i rz m � m m a� cn rn -zi vr '�' -i n v -° � ng zn z -,I � v � � m m O m BOTTOM CHORD OF TRUSS L m �
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M m � � rn O � n m "� �_ -1 co mm m v8Eq 8 � -i mg N � m W � CORNICE DETAIL
INTO LOWER STUD WITH 11 10d NAILS.
11
m �, = o� z ? r m m v - � z O o � -� pa ce c a v, c� z = � p � -� (BY OTHERS) $
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D r v a = -- -� m r - -^ -a R+ KING REQUIRED BETWEEN O I I
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(/) � � � my v � cmn z � z -- my T � cn , / -
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H6 CLIP FROM POST NAILING NOT REQUIRED BETWEEN UPPER SILL TYPICAL CONCRETE WALL o
x v CONCRETE WALL WITH ( ) 6"O.C.WITH 0.131"x 3"NAILS TO BEAM (AS NOTED) SPH-CLIP OVER DOUBLE PLATE c W }��" N
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o z o / I o, WITH NUT SET IN
m z ' 2x4 SYP LOOKOUTS @ 48 O.C. I I AS NOTED
ALTERNATE:MSTA24 STRAP LOOSED OVER I c0 O w
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ARD ( ) '
GYPSUM BO •3 r, � I I I NAILED TO EACH PLY TRUSS WEB AT
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1 0 I : •' H2.5AZ CLIP AT EACH LOOKOUT
- + - BEGIN NAILI MUM BELOW DOUBLE PLATE
STANDARD HOOK (2)2x_SYP#2 DOUBLE PLATE � . %s"OR��z"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ;� � --- --' _-- PLAN VIEW AT TOP OF POST (7"EMBEDMENT)
.a NG 1"MINI .� a
\ %a2"RATED SHEATHING,EXPOSURE I-TILE ROOF -v _ -r__ -- t --- ---I G ., 0 LL_ J
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1- 1-0 -I 1-0 I1 . jj
2x6 TREATED LEDGER ATTACHED TO WALL STUDS @ 16-O.C.-U.O.N.(SEE WALL LAYOUT) 4ui
cn N N e
NAILS @ 6 O.C.ON EDGES AND INTERMEDIATE SUPPORTS. \
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W �
N 8 8 BLOCK-OUT WITH Ya x 3Ya TAPCON y FASTEN @ 0 (D a a a (1)ROW OF 0.131 x 3 Y NAILS @ M.C.6"OCLOWER LEVEL STUD I a Z Q
C/� j\\j I 11-01-8 8" O - � o n O a SCREWS @ 24"O.C. a: °.
\/\ I — \� I GYPSUM BOARD GYPSUM BOARD m co -
rn \ 1 — TOP GY -
EDGES AND RIDGES. NOTE: \ a i a e 54 li
T-BRACING TO BE USED WHEN
/\/ I O /,v O /w � CONCRETE WALL(1)#4 CONT.AT 0 ,� 'a o � - i II I \� ° °,� � !-'
� 4s° �I Z �\ m � Z /gym Z 4,gym - - - - a r
/ . 1 / / 1 I a NOT D SPACING NG(SEE DETAIL ON CONNECTOR AT EACH TRUSS IMPRACTICAL.OUS LATERAL BRACING IS SIDE VIEW AT BASE OF POST - w
O ° /\/\\ \\ (SEE TRUSS CONNECTION SCHEDULE) N
/ //\ a �/ "O a THREADED ROD LAYOUT) s °
/ 1 W ETAIL - CONNECTION OF UPPER LEVEL STUD TO LOWER LEVEL STUD X SECTION - CONNECTION OFNON-BEARING WALL TO ROOF FRAMING co C U w
9 % °° o / \ \ 5 n Z • . D z // ° C TE ^ " U DETAIL -TYPICAL CONNECTIONS AT EXTERIOR WOOD V DETAIL -ALTERNATE ANCHORS AT 45 CORNER SD-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED . o
\ 0 0 \/ O \� - - - - I 1 ^ TWEEN " 2x_TREATED SYP SILL PLA N DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
Z og / Z _ _ /\\ z TI m /\/ ''A _n / / �- I MINIMUM Ya SPACE BE Zx-TREATED SILL PLATE WITH Y2 x 8 HDG c T SECTION -TYPICAL T-BRACE �, P4 w W N
-� 1. O /\\ A. v , m \\ I A, SECTION LOOKOUT AND TIE BEAM; 2x_TREATED SILL PLATE WITH,V x 8 HDG N + SD-3 THIS
D;1 \ ANCHOR BOLT& 2"x Ys WASHER 24 O.C. t,,
m �/ t, r �_ \\\ ° . m O - >\\/ • O \/ - - - - - � - - - - - 3 " ANCHOR BOLT& 2"x Ys"WASHER @ 24-O.C. (SEE DETAIL"K"ON SD-2 FOR EXPLODED VIEW) SL-3 FRAMED POST NAIL SCAB TO TOP CHORD WITH � } , `�,,,
SD-3
� =:i I , . / // ° ° .� i//° , v I MAXIMUM/a SPACE ALLOWABLE (SEE DETAIL"K"ON SD-2 FOR EXPLODED VIEW) � ./ _0 -0Wr'• ' :;�
O O \ rr =70 0 m Z5 \\/\\ - — \// I i\/ ° .' ELEVATION y INSTALL SPH-CLIPS AT 32"O.C.AT DOUBLE PLATE (4)0.131 x 3 Y NAILS = Y&`! •,
g z d
K" cn -+ rn \'\\ p m ��\\\\ 5�\� .' g ; _ z z < � m �% /°5�/ I T 1\ ,°5'0/ I 1^ o°o DOUBLE PLATE
ADD 2x4 VERTICAL SCAB IN EACHy f:= '� ,
m m cn / n
Z7 O N
\ O -1 \
K TYPICAL DESIGNATIONS FOR PRECAST LINTELS L SECTION - TYPICAL INTERIOR BEARING WALL ALTERNATE:MSTAz4 STRAP LOOPED OVER TRUSS IF NO WEB IS PRESENT � p"""',
� , ��
= m \\ n O - m -i \n rn� \ oI .A 5 r z A. m ; = i\/ I v\\ I N CING 3"x 3"x Ya"WASHER DOUBLE PLATE NAILED WITH(6)10d x 1 Yz"NAILS " N ;� ,1 'Clj
� � n r x p p m ,< p o Z �% ` ; z = T v v � - %\% / /%// J DETAIL -VAULTED CONCRETE WALL GABLE END
< , z O v v p = 0 v r�,\\\\\ X c� -i O z p O m \\j / O m \\j / H DETAIL - NOT IN USE SD_2 SD-2 THIS DETAIL ONLY APPLIES TO WOOD FRAMED WALLS LAST TRUSS IN ROW REQUIRING BRA INTO EACH SIDE OF STUD (3)0.131 x 3Ya NAILS TYPICAL AT c i I
w ^> m n ya Cd o; I C7 //., x O z Oar / / I // .I EA
THREADED ROD ASSEMBLY WITH NUT CH TRUSS , , .
Z v -n n z m O y m m -a m m z � m \\j a m \\\ a SD-2 �� NAIL DIAGONAL BRACE TO BLOCKING .` I ts.
G7 g 29 n o m z A m z v N -+ n _ z / / _ n_ z /// SD-2 a"RATED STURD-I-FLOOR T&G SHEATHING GLUED UPPER LEVEL STUD 2x4 X-BRACE ACROSS LENGTH OF 12 , ,d) ,t,�J ,
nn z � -nm � mr gm vp „ m c � r gm C7 � o>\\ g � _ �^ z = -irn\\ gA ( ) v WITH � v -I �',
C7 00 vD Tco OZn chi, Cal W ma rz = � � /r :P Z2A Oz D m // nw 11
n � z O � O z -� r „ ^y m - o 511, -- o� -
z O -4 n O O m
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< O ma < r 9 cn Z _>4 Z x v vp -I < -' z -_ @ L
nm rn O
m = z ROOF COVERING(BY OTHERS) AND NAILED.FASTEN WITH 8d COM OR RING SHANK m
O = m
_ „ o0 o r m _ - n p o x A 0 1 a n i ROOF TRUSSES
z 6"O.C.ON EDGES AND 12"O.C.IN THE FIELD. to 2 Zx_FRAMING(BELOW DOUBLE PLATE) WALL
C z v - o = moo o � -
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-� �v o
m � � c
v z o � v S WITH
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STUD TO HEADER BELOW @ 32"O.C.(U.O.N.). NAIL SCAB TO PLATE WITH � �:!
� tnx rn = z > p O m m m m a c m O C7 0 n O m \ ) LEDGER SYSTEM AS NOTED NAIL INTO UPPER STUD WITH 11 10d AND NAIL
o _ n m r x cn -+ n -+ m r v z ; m -zi g my z z CORNICE DETAIL ( ) 3 NAILS ( ) (3)0.131"x 3 Y"TOENAILScn
x o, n n Z o O -rni a Z v �' rn \ BY OTHERS I N O Ya"NAILS 12"O.C. i "
m n — INTO HEADER WITH(11)10d NAILS. t N
r v M m z r z r O< y z � = 0 n O cn z � ,- z n p w \ ( ) Q' o � 2x4 BLOCKING BETWEEN TRUSSES •m o
� p v a = m g � z O � 0 a m v g / CONTINUOUS 2x4 SYP SCAB FROM TOP /
1 x 3 PLATE
N
t`
oT. � � (2)ROWS OF 0.13 @ BEGIN NAILING 1 MINIMUM ABOVE SOLE >. �
TO BOTTOM CHORD AT X-BRACING O W I7 / TOENAILED TO PLATE WITH c W N
CC �rt y-RATED SHEATHING o !-- NAZI DIAGONAL BRACE TO INTERMEDIATE / I NAI ING NOT REQUIRED BETWEEN UPPER SILL PLATE A + Y+► e 1 8 H N o ti _
C D z m m _ _1A � � m0 r _ \ _ _..
\ j I 0.131 x 3.a 1!A!L„@ 4 0.G a M NT CLS
m m O G v � cn z r z O v , umi ,
v G7 T NOTCH BLOCKING OVER PLATE AND TOENAIL ROOF SHEATHING(AS NOTED)
x cn -n Y" AILS " \ I o cn I i WEBS WITH(2)NAILS SPH_CLIP OVER DOUBLE PLATE
N
x TH 3 0.131 x 2 z -v
TE WI
PLA
� _ TO P LOOPED
AND LOWER DOUBLE PLATE. -5 c= J N c� °�
m r- cn rT1 r - -
( ) 2x4 SYP BLOCKING AT SHEATHING JOINTS 48 /
cn r TRUSS(AS NOTED) o tL
� �- � p ! ��2x4 SPF No.2 DIAGONAL BRACE
NAIL TRUSS BOTTOM CHORD TO SILL PLATE FROM GABLE END. /
— " GYPSUM BOARD (TYPICAL AT EACH END OF ALTERNATE:MSTA24 STRA
= I I BRACING
OVER DOUBLE PLATE WITH(6) FLOOR SYSTEM(AS NOTED) SILL PLATE c � J � � -
MISPLACEDSTRAP WITH 0.131-04'HDG NAILS @ 6 O.C.
CONTINUOUS LATERAL ) N r 0
E ABANDONED I " (3 0.131"x 3 Y"TOENAILS AT EACH LOOKOUT t %s"OR'y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF -� � I I 10d x 1 Y NAILS INTO EACH SIDE OF STUD BEGIN NAILING 1"MINIMUM BELOW DOUBLE PLATE TYPICAL CONCRETE WALL = J >
(TOB ) TSS2 PLATE UNDER TRUSS @ 24 O.C. TO TOP CHORD OF TRUSS. \ / 'Y3z"RATED SHEATHING EXPOSURE I-TILE ROOF a I- I I NAIL DIAGONAL BRACE TO TRUSS (SEE WALL SECTION) a F-- z m
ROOF TRUSS(BY OTHERS)
CD cn CONCRETE WALL 2x4 SYP BLOCKING REQUIRED BETWEEN \ FASTEN WITH 8d COM OR RING SHANK cg Q I WEB WITH(3)NAILS DOUBLE PLATE $ Q T p Ccj :G
o U-
1. cn
p r 11-0" r 1'-0^ VARIES TWIST STRAP
LOOKOUTS NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS.
3.1
G�
/ Y"x 8"ANCHOR BOLT 48"O.C.WITH 2"x Y"
FASTEN @ 4-O.C.ON EDGES WITHIN 48"OF ROOF c-
c � � LOWER LEVEL HEADER(AS NOTED) c Q D.. �
I I (SEE TABLE} WASHER THROUGH TREATED 2x8 PLATE
N/V / ,
N
2x_SYP BARGE RAFTER EDGES AND RIDGES.
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10 / m 10 � \ 9 E a E
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\ \ //\\//\ J /� \ a ,° I / � � GYPSUM BOARD SCA I
AA DETAIL-ALTERNATE ANCHORS AT 90° CORNER S SCALE:
I I VIL ___� \ �� �-FASCIA(BY OTHERS) - NOT IN USE
o cn 1_7
, \�/ � ° o o cn � ,\\�� ° ° - m \/� m /,y . ' ,, I V ° UPLIFT Lbs .REQUIRED CONNECTOR \
Z SECTION 49
S4 m =/\// o U m / / /\\ ° ( ) a a < 4 / � \ \ 2x4 SYP LOOKOUTS @ 48 O.C. CONNECTOR AT EACH TRUSS N N• ! SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED .- N.T.S. - (U.O.N.)
ru
° •.
'' > °� � H3 CLIP OR EQUAL AT EACH N I SD-3
•"•' n \/ • o I'' / // -0-1 co > � �� 4g°''/ .1 / (SEE TRUSS CONNECTION SCHEDULE) DO N
m � /\// , °, m -r, — a, y/\\/ — _ � — /\\ a ° UP TO 860 (1)MTSM16 LOOKOUT a� D I I y o OT SCALE
Z CONTINUOUS LATERAL BRACE(QUANTITY \ z
z u, — ;/\\j' � cn 5 /// O O /// �. `F ° <° ° I CONCRETE WALL CONDITION I " " AND LOCATION DEFINED BY TRUSS SHOP -, - THIS DRAWING '
0 cp /\/ ° _ -, \\ ° / 2x-TREATED SILL PLATE WITH Yz x 8 HDG
z m Z \, \ \ '\ \ z m Z \// , \//\/,\/, //\, Z j ° Z / // ° ° 861-1810 (2)MTSM16 � TOP CHORD OF GABLE END TRUSS ^ 24-O.C. �, T I I DRAIMNG.} `>,
m \ \\ \\ \ m \/ \\\�\\/ \ % � JA -I DROP GABLE) ANCHOR BOLT& 2'x Y WASHER @DED VIE I CC SECTION - CONNECTION OF PERP, WALL TO TRUSS �, EASE DATE:
g \/\/ \/ / = g /// / / // // / / // --i 5q 10D I \ ( (SEE DETAIL K ON SD-2 FOR EXP 0 w) REL NUOUS LATERAL BRACE TO BB C NNECTION OF UPPER LEVEL STUD TO HEADER BELOW L REL
z a / // // // // // // / // a \/\/\\/\\/\\/ / /\\/ /\ 'I m Y ° I 1 �, ; NAIL CONTI DETAIL- CO �,
„ r \\ \\ \\ \\\\ \\ T r \/\\�\�\�\ / �\� = f) \\ \� 1 / °. OVER 1810 CONTACT ENGINEER , LIES WHEN SPECIFICALLY REFERENCED s
p r O N /�j//\//\//\/ // //\// O r O v /�\//\//\// // /\// / — O // /. - \ \ / CONTINUOUS 2X4 SCAB FROM TOP TO EACH TRUSS WEB WITH(2)NAILS BLE PLATE N SPECIFICALLY REFERENCED sD-3 THIS SECTION ONLY APP 2-06-06
Ja _ /;� `° \\'�\ice\i i\ \\i � rm1 � # \'1\/\\i ,\ \\i nT z \�\\ I> op `// c; DOUBLE SD-3 THIS DETAIL ONLY APPLIES WHEN
n — ` J U1 �. \//--,X/ e/\ // v V, X17 /�. \/ \�/ / /\ 1 : \ / N N +
En a - ./ / / /, -�
o O = n -2 = - - °;'.; n " g ? g x = o z o m z c'-/j,z - g A w m \\/ Z = _ %/ ,• °• \ \ BOTTOM CHORD AT X-BRACING
'' � REVI 3 x 3 xYa WASHER � REVISIONS:
_+ G/� z - o � vv v � � � -j '+ Cn z vorvv v ,= Acs Z Xg * � G7 j ° I NOTES: (
z o A m �+ ,� o m \ 1 � \ (•$RACING Y" NAILS TYPICAL AT ICF WALL(4"OR 6"CORE-AS NOTED) d�
m 2 ,C P _ � r x o o x ) v 0 C' z c �' < z 3 � � x O C!� o � ) THIS DETAIL IS TO DESCRIBE APPROPRIATE MEASURES TO TAKE WHEN EMBEDDED ICF WALL 4"OR 6-CORE-AS NOTED -ROOF TRUSSES(BY OTHERS) � I � o'
z )�C I- O m2c cJ n < rz zn m - _ � p on � c� � - -� z z / \
n m r O n is C7 m cn O � m
O Z � D n m
m r v TRUSS ANCHORS HAVE BEEN MISPLACED. /
m 'n m cn I
� r � � � v m
W ( ) CONCRETE WALL WITH
z m v
m /
2x4 X-BRACE @ 96"O.C. _ CONCRETE WALL WITH REINFORCEMENT(AS NOTED) c I I THREADED ROD ASSEMBLY WITH NUT
-� m
m oo S -� O v /° 1
o �
cn m INF RCEMENT AS NOTED
HEATHING ROOF SHEATHING
g,, ATTACH DOUBLE PLATE TO STUD PER
Cc, $ n a m O x v -a \ 1 ROW OF 0.131 x 3 Y NAILS 12 O.C. TY c
: cn n m -+ � v � o a = � -, D o m 'LI � RATED S INSTALL 2x4 SYP SCAB IF VERTICAL WEB w � � w
m O x z� n T m £7 N T r !� W T m p z m � p p ys rn A C 1 -n-- x N N N DETAIL"W"ON SD-3 0,
>O A z , � ;� g -4 m A D - p g -a n p cn < G') v v m m z z \ I a o m x x 2) IF THE DISTANCE FROM THE MISPLACED STRAP IS Ys TOY THEN NO INSTALL 2x4 SYP FLATWISE BLOCKING O @ ( UPPER LEVEL STUD
pp
Co. � prnvpa mn pcn Co; r- O � vO � p > xr m m C) D cn O -< v - \\ n� n � x I I
r r v � 55 c; D x r ,� r / x O W m t--�
To - n f7 - r O 1 C7 \ D to
r z -+ z T — T F� z CORRECTIVE MEASURES ARE REQUIRED. TOENAIL BOTTOM CHORD OF TRUSS TO
IS NOT PRESENT. BETWEEN TRUSSES.TOENAIL EACH E'
1-1 (3)TRUSSES MINIMUM CS16 STRAP(CUT TO LENGTH)FROM UPPER m
p r -2 -{ m r T 22 " O 2 -I m g P m D m � -n w * r., O < = z � � � I DOUBLE PLATE WITH 0.131"(3 Y"NAILS \ CONTINUOUS 2x4(8'-0")#2 SYP LATERAL cin �� END WITH 3 0.131"x 3 Y"NAILS. I-
M2x-FRAMING(BELOW DOUBLE PLATE) /-
m z �_ O m rn O -i r rn z D z °D g Z V v " - A z �' _ �" v s " 8"O.C. � FOR CONTINUOUS LATERAL BRACE O STUD TO BEAM BELOW @ 32-O.C.(U.O.N.). m
z z v n = O p m - „ „ O 1-0 m c� n i 3 IF THE DISTANCE FROM THE MISPLACED STRAP IS �s TO THEN A WOOD I @ 1 BRACE @ 48"O.C. " = NAIL INTO UPPER STUD WITH(11)10d AND NAIL =
� n vc� x O 2m � a px < � x � p � -c ax � -i x Oam )
y, n -� o = m m a, cn = v m m o m m no no v �, m -c r v SHIM OF APPROPRIATE THICKNESS MUST BE INSTALLED TWEEN THE STRAP MINIMUM 26 LAP RAISED HEEL TRUSS WITH HEEL HEIGHT
= � = cn m cn < I L SEE DETAIL"UU"ON SD-4 MINIMUM 26"LAP
0 � z = a _ � �* M x �' � � � cn a, O Z M v � � n m D cn rn AND THE TRUSS. NAILS TO BE USED IN STRAP MUST BE I REASED IN LENGTH � \ � DRA � GREATER THAN 6" (2)ROWS OF 0.131"x 3Ya"NAILS @ 12"O.C. ,' INTO BEAM WITH(11)1od NAILS.
--� . r = /
00 x z R -c m � O - _ O r
r
Ch m = �' W a z T - �, W m r o EQUAL TO OR GREATER THAN THE THICKNESS OF THE S . � Y2" THREADED ROD ASSEMBLY 6 NOTES: � TREATED SILL PLATE(AS NOTED) \I BEGIN NAILING I"MINIMUM ABOVE SOLE PLATE � DRAWN BY:
rr v 0 r '�' a r m oo v .E !�� SPH-CLIP OVER DOUBLE PLATE " c DJM II
Da P. W ago -1 `r rw m � N m n \
C-,) v m T O p C " BEGIN NAILING 1 MINIMUM BELOW TOP OF BEAM
"� o v < = o m - 4 IF THE DISTANCE FROM THE MISPLACED STRAP EXCEEDS31 THEN THE STRAP \ �/ • / �' CHE 1) CONTINUOUS LATERAL BRACES SHALL BE 1x4 No.3 S OR 2x4 No.2 SPF OR BETTER(U.O.N.) 7 +
n
v
zv _ z ? ) MUST BE REPLACED WITH THE APPROPRIATE STRAP RE IRED BY THE UPLIFT \ NOTE: / ccm
\ / w N N NAILS U.O.N. a `� " "
Q, a ALTERNATE:MSTA24 STRAP LOOPED OVER CHECKED BY:
m LOAD PER THE DETAIL ABOVE.
ALL MEMBERS SHALL BE#2 SYP. ( )
° q- '' 2) ALL NAILS SHOWN SHALL BE 0.131 x 3 ( ) SHEATH AREA WITH�s OSB RATED
° a ; ,, �, � a .a � SHEATHING.NAIL WITH 0.131 x 3Ya N�0 EACH SIDE OF St6UD�x 1 Yz"NAILS BEAM(AS NOTED] LLI JKH
0 i 2x4 BLOCKING @ 48-O.C.BETWEEN �--SEE FOUNDATION DETAILS a� SHE \ a a NAILS @ 6 O.C.AT ALL SUPPORTS I w SHEET:
v \\__,� _ cn
GABLE END TRUSS AND FIRST TRUSS. -- -SEE FOUNDATION DETAILS
WOOD FRAMED CONDITION = ANCHOR BOLT(AS NOTED)
GYPSUM BOARD CEILING
A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION - TYPICAL EXTERIOR TWO STORY WALL 0
ASil
N SECTION - GABLE END WALL X-BRACING D_2 SD-20 EE ETAIL -ALTERNATE ANCHORS AT INTERSECTING WALLS FF DETAIL - CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM SD �3 1 ,
NOTED cn VARIES M DETAIL TYPICAL MISP ED EMBEDDED STRAP s
v Z 1 N I N
° Y DETAIL - TYPICAL LATERAL TRUSS B CING
(12D
SD-2 ICF-R 1" D DD DETAIL -TYPICAL RAISED HEEL TRUSS BLOCKING D "
I
Q ) I I 3-0 3-0 � SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED 0 ICF-R-T-PLATE(VERSION:02-06)
3" SD-2 REPAIR SD-3 SD-3
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