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DROP FOUNDATION I" a 3x a PER PLS
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REFER TO PLANS FOR I DROP FOUNDATION 1" e 3x IE
3x IE LOCATIONS IF ANY REFER TO PLANS FOR _
3x fE LOCATIONS IF ANY \✓ 4
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FOUNDATION e 2x iE
FOUNDATION AT 3x PLATE AREAS , �� 2x10 BLK'G `' t
" FOUNDATION AT 3x PLATE AREAS11161*'••• 4 ��.
SCALE: 3".-1'-0" ` u�
-7-1\e— SCALE: 3".-P-0" x ,�
2x6 STUD WALL In. DROP FOUNDATION I" a 3x 1E u 91�a"FLR TRUSSES /\ 2x6 PONY WALL C 0
PER SUPPLIER
® 16" 0.C. / �_I REFER TO PLANS FOR p e l6 D.C. 4:5 n
2x6 BLK'G IN-BETWEEN \ 2x6 STUD WALL 3x E LOCATIONS IF ANY C,,W )
FLR TRUSSES w/ ! 16"O.C. I 1 _ :(3,
®6" 0 2x6 P.T.SOLE fE w! {�
Ibd O.G.TO SILL 1
16d's ® 16"O.C.TIP I z
i2"�EXPANS.BOLTS
U.N.O.ON SHEARWALL 2x6 P.T.IE w/5i8„x10° j 16d's 16”Q.G.TYP.UN.Q.ONI
48"O.G. S S
PLAN 4 SCHED I ANCI-ioR BOLTS 4'-0"O.G. 5NEARWALL PLAN 4 SCI-IEDULE I I • - o
t WITHIN 1213”0
2"OF ALL I
\ • \ . Bar—
'-,3 :
-
G01ER5 4 OPNGS OVER 2x6 CONT.w/l6d 1-*4 CONT.wl 24" °'
WALL SHT'G WALL SWIG \ / • 12"Q.C.TO SILL a� j e
PER SCI-{ED ON SI-EARWAL PLAN /j -'
PER SO-ED HOOKS CORNERS
FLOOR SHTG SCALE: 3°•1'-O" U\
EDGE NAIL'G FLOOR SHT'G PER PLAN
EDGE NAIL'G '/��`/ �\ '7/ �/ �/ �/ � �/ rte/ �/ � `�
INTO SILL IE �� PER PLAN \/\ /\/\j\jj � � ��
* .�I�.�� \/ INTO SILL fE `_ j1 \r' s \//\/ / / / /\/\/ /\/\ /N
/ n 2x6 P.T.fie w/ is xl0 .//�//�/�.//�//:/i. /� /- Di P VALID ONLY LIA-EN
ST n-ESE
4 BARS CONT. *4 BARS CONT.® = � L� I WALL SHT'G
V ANCHOR BOLTS w! AGGA'PANIED BY A DEVELOPMENT AND LOT SPECIFIC
e TOP 4 BOTTOM LI'.7 E WASHERS 4 x3 x3 AS SHOWN LET STMIP AND SIGNATURE BY THE ENSI EER WI WITH
PROVIDE 24"NOOKS "��= TQP < BQ7 •�'� -- - �� �� ° 12 SET OF STRUCTURAL CALCULATIONS PREPARED BY
\ \ I I PER SCHED / / HORN CONSULTING ENGINEERS LLC A SEALED WITH A
+* ALL CORNERS II Nippy PROVIDE 24" NOOKS 4'-0" O.G. 4 WITHIN 12"OF ALL STAMP APF£ARSONTHIS SWEET.CONSTRUCTION
t INTERSECTING e ALL CORNERS s -o f 2x6 STUD WALL CORNERS t OPNGS OVER SILL _ _ SHALL BE PEEFOR'ED ONLY WITH A DRA*6 SET
n APFRAVED BY THE LOCAL JI SDICTId1
WALLS14111112 INTERSECTING WALLS FLR TRUSSES e 16 O.C. ----" --->() SEAL (UN.O.)ON SI-EARWALL PLAN 0 INT. / --TG G / -"ICOR TRUSSES "�-
L
CONC.SLAB-ON-GRADE ? /\ CONC.SLAB-ON-GRADE \y PER SUPPLIER EDGE NAILING SCALE: 1"=1'-O" 2x6 STUD WALL
e IA/52.1 r e 2.4/52.1 CONC.SLAB
SLOPE GRADE SLOPE GRADE PER PLAN
FLR TRUSSES 6 O G.
.ft(----
`' `� FLR TRUSSES SESE
AWAY FROM STRUCTURE \/ _ AWAY FROM STRUCTU� \F.G\-/.
_ �- *4 BARS CONI.� 18"O_C_ `�
- - PER SUPPLIER MIN 1-TOP t BOTTOM \
I 16d e 6"O.G.TO SILL
i 2x6 P.T.IE w1 Sia°x10" PROVIDE 24"NOOKS$ALL I? „
` 16d s }6 Off.TYPP.T.PLYWQOD FURRING A5 \ ANCHOR BOLTS 4'-0"0.0. CORNERS 4 INTERSECTING WALLS \`�
\ /. /\ NEEDED TO MATCH FADE ALTERNATE BEND \/\\\�\\' ' \\` 4 WITHIN 12"OF ALL `� CI - - - UNO.ON SI IEARUTALL 2x6 P.T.a w!5u8"x10"
ALTERNATE BEND \/ r " „ , `V / i\ \%\%\%�%\` 1- PLAN t SCI-ED ANCHOR 30LTS 4'-0"O.G.
STEM WALL wt Sd e 6 O.G. *4 VERT a 48 O.G.MAX �, • \/\, CORNERS <OPNGS OVER /\. / / / / „
'4 VERT 48" z �\�\\\' \\\\ co z \\ \ \\ \\ ' SILL SEAL(UN.O.) *4 VERT a 48"O.G.MAX\ - f\ \\\•\\ /\ ,'\\\\\ \•\\.>/\/\\\/\\ d WITHIN 17 OF ALL
O.C.MAX /\///�/ / / /// :•, z \ \ >j\ > /\/ \/. /. CORNERS E OPNGS OVER
\/\, \/\. ON SHEARWALL PLAN w!ALTERNATE BEND /\
\ - \ \ y /\• WALL SHT'G
N\ •'•e•�"•? ?•1 VAPOR BARRIER to �\ ? ar ; ` \\ ,\\ SILL SEAL IUN.OJ
3"MIN.PVC /\,,,Iv ' 1 EDGES LAPPED / /� "t"': z /< / /, PER SCHED ON SHEARWALL PLAN
PERIMETER FND DRAIN '\� . f* ! 12"MIN.EXTEND UP 3 MIN.PVC \/-? 1 a " to \ \ " �\ \
�� ;t . VAPOR BARRIER EDGES � �` \
(ONLY IF REQ'D BY \--Ariel STEMWALL 12"MIN. PERIMETER IND DRAIN '`<. fs LAPPED 12"MIN. 3 MIN.PVC Zo •/// /• / EDGE NAIL'G FLOOR SHT'G
�\ s csJ \\ ? 't PERIMETER FND DRAIN \\�\\� y UNTO SILL fE PER PLAN
GE07EGN TYP) •� / -1.4- * . _ (ONLY IF REQ'D BY / ' - . _ EXTEND UP STEMWALL 12 MIN. /\ ; to >in � \/
y � x , GEOTECH TIP) //g~„.. :_ (ONLY IF REDID BY ��
/.z, :'«`�' :`«•s.'.•� \ �:�' °'�s GEOtEGH tYP) � �/ / / /
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(2) 4 BARS GOVT. (Y /\/`\/ \/►,//,/i�/�� / /�/\/\/ti //��//��//i/ / //\ IY //\/�/ // ,\\/ //�/i�/� i //\//�//�//�//�//�//�\// // // I `� \/\\�\�`y < :"." 111 .te
PROVIDE 24"HOOKS U /�\�/\\�f //` //. /, /.. ./i�/% u i\/ / /� /� � / / %\-/\//\' `/ \ \ / Illr1 , •�� Illi.
O 4 BAR CONT. \��\/ ,,,,/,,x4-\\,,,,\,s\ `moi
ALL CORNERS # - (2)"4 BARS CONT. PROVIDE 24"HOOKS ®ALL
INTERSECTING
/ PROVIDE 24"NOOKS `^ CORNERS 4 INTERSECTING U
WALLS „ EXGYT'D OR FILL GRADE e ALL CORNERS t WALLS / � / 611 / " / ill
1111 6 ii INTERSECTING WALLS " 6„ ,f EXCVT'D OR FILL GRADE L
EXCVT'D OR FILL GRADE *4 BARS CONT.
CO 011) - e TOP 4 BOTTOM II 7-
*-ND e 2 STORE' STRI,C�I,RE / PERF J5-5 -\D e 2 STORY STRLC'LRE I,/ PARALLEL J5-5 TYP 'ND GARAGE
PROVIDE 6ALL 24"HOOKS - FLR TRUSSES 0 0
0 0e ALL CORNERS PER SUPPLIER ��1t -
SCALE: I":I'-O" SCALE: I"•1'-O" SCALE: 1":1'-0" 4 INTERSECTING `�-�'
1111 NOTE: NOTE:
ENGINEERED CONC. WALL REQ. IF BACKFILL ENGINEERED CONC. WALL REQ. IF EACKFILL An___ WALLS P.T.PLYWOOD FURRING ASII
AGAINST WALL EXCEEDS 48" IN NEIGNT AGAINST WALL EXCEEDS 4511 IN NEIL+-IT NEEDED TO MATCH FACE OF 0 II II
POST PER PLAN ALTERNATE BEND >
to STEM WALL w/8d a 6"O.C. M
• *4 VERT e 48" `p il u II II II
I O.C.MAX J • �� VAPOR BARRIER II II I
'. EDGES LAPPED c 7
11 <CE
1, 1 i
END POSTS e SHEARWALLS FLR SHT'G 12"MIN.EXTEND UP
PER PLAN 4 SHEARWALL PER PLAN
`_ \ STEMWALL 12"MIN.
SCHEDULE. � 11 11
PROVIDE WALL SHT'G EDGE - - _ - / \ `/ I - II
NAIL'G FOR FULL HT OF EA STUD ,:-N > \ It
l
1/2"APA RATED / (2)*4 BARS CONT. U �`
SHEATHING . \ DOUBLE 2x TOP PL. • • < DOUBLE 2x TOP PL.
. I-MP34 e EA FACE TO
. • • • PROVIDE Z4"HOOKS {
X >�� SOLE IE ABOVE ALL CORNERS 4 6• 4y. EXCVT'D OR FILL GRADE
• • • • INTERSECTING•
/ /
• • WALLS
I o HOLDOWN • • '314"FLR TRUSSES FULL
I I /�
SEE SCHEDULE 8d NAILS e 3"Q.G. Sd NAILS e 3"O.C. PER SUPPLIER 110 INTPRIOR FULL -;_ICS—I STEM I.LALL
STAGG'D PLYWD STAGG'D PLYWD
\ '� NAILHDR G TO TOP fE 4 .--_ /\ HDRNAIL'G TO TOP tE 4 POST w/PA BASE SCALE: 1".1'-0"
it '1. ► .106 • • • • ' w/112525D ANCHOR
11 II • •
• ALIGN w/POST ABOVE
II _ II •
2-MSTC40
. •' •• . . , STRAPS e
II II II II • ti• EA FACE OF WALL • .. • `. • • •. ..———.——. .-— --MSTC4o STRAP e EA 1_ i
ANCHOR BOLTS II II \ • • /\ • - , - \ /\ . . •' ' ' '•• •• •• •' ' ' ' •• ' ' FACE OF WALL VAPOR BARRIER
PER PLAN 4 >1 II • ' . • PER DESIGNER
Si-EARL/ALL L L • • •
SCHEDULE -HDR PER PLAN - HDR PER PLAN DBL FULL DEPTH2x BLOCKG e STRAPS �\
/
FTG PER PLAN
EXTEND TO END PIERS EXTEND TO END PIERS • • •
/RUN FULL LENGTH , • • /RUN FULL LENGTH 1 -
*4 BAR OF WALL,TYPICALOF WALL,TYPICAL '<//1k///////'//'//',//'//'//',//',//'//'//"//'\\' /-//,\K- G A RAG R i G -r
DBL 2x
CONCRETE FOUNDATION DETAILS
PROVIDE BLK'G PROVIDE BLK'G I
WALL SHT'G
�- e SHT'G BREAK,
7YP WALL SNT'G >.
e 5HTG BREAK,
TYP POS / FTG e POST AEE
PER SCHED
CO
POSTSEND LS
O
IF. I-fOLDORUIN PER SGHED \/ \/ PER PLAN4 SI-EARWALL
SCALE: I":1'-0" 2
\ 2 \ SCHEDULE.
PROVIDE WALL SHT'G EDGE
ALL USP HOEDOWN PER HDLDDUN PER FLR SHT'G
NAIL'G FOR FULL Ht OF EA STUD
HARDWARE SHALL t3 SCHEDULE p SCHEDULE PER PLAN
BE GALVANIZED es es
W W \./ ►
-At- z= z= SOLID BLK'G BLW
POST PER PLAN > =ti � '-
_ � ALL WALLS ABY.
w/PA66 BASE PORCH SLAB o W
Q "`111 (o o ( HOLDOUN STUDS w o o HOEDOWN STUDS PER LOCATE CRAWL HOEDOWN REVISIONS.
I-CAST-IN-PLACE
E PER SCHEDULE v SCI,ED
ACCESS TR!
,� �Z SEESCHEDULE 2.2.18• 11124 x 10"A.B. COMPACTED -1 ONLY U IERE NDGRANULAR FILL 3 "4 NORiZ. P.T.7xOR 3xfEw/ 3 '4 HORIZP.T.ZxOR3xIEw/ BEARINGWALLFLOOR5NT'G\ TOP <BOT i'i. P i�l1AB`sPERSCHEDULE TOP { BOt y Ep An V AB's PER SCHEDULE ABOVE BEARS ON /\ MATC;H POSTfPERPLAN11.111111 .ill\ \ i \/ \ \ \ I I 1 I \ \ \ I I I I CRIPPLE WALL ABY.t0 FND Itiltit ����11 I I I "4 HORIZLs_ .a 12"O.C. „ I I I 1 '4 HORIZ e 12"O.C. CONT.DBL. \ r�
,. _ __.__ • • I I 1 I w/2 BARS e TOP • • I r i f w/2 BARS • TOP 2x TOP IE /\ ■ 1 ■ till
i .y 1! �,:�'i1J`14W 1iV*04-'+✓'yid'. W (K
I�I�I�1g.4 141,;1g1 I �IgIg1 1`v�1�1�1�1 1�1 w I I I I I OF WALL AS w 1 I I I OF WALL AS IIII 1
x= i =- • = "=X=�`• =x` �_ I I I I SHOWN ° --�_____ 1 I I SHOWN HDR PER PLAN DATE 11.30.1
Y/ // /j\\/j\\//•/ �/ �'/ /\/\\/j��/i //:///.//i ?O in
\� �J I 2`a' ``-' I LTJ NO HEADER MID IF•
,\/\/\/\/\/\/ /\\ \\ \\�\/ al rz I ut 1 JSTS ABOVE LINE UP = ► 2x OR 3x SILL PER
/ // / \ 11�\// //\� o • • • ,J LZ o •• •• •• _ WITHIN 311 OF STUDS BLW 1 .� PONY WALL-
\��\�� t\`�\��! o J �- o � • = IF READ gV I I PLAN SCALE: 111 _ 11-0"
Zo '� / \ z_ THREADED ROD DRAWN: D.L.
/ 1-"4 VERT x L \ (2)- '4 DOWELS \ (2)- *4 DOWELS 2x TRIMMER "'` D 111111!11
_i f Yt, _ 15" p� FROM FOOTING if 15" �[Y'' ' FROM FOOTING 4 KING STUD . •T I ' I 1
.f\\� \ \\ \ \
/,y/\j \ CONT.FTG / / ' l » ,I BOLT SPLICE JOB NO: LEN-1-I-1-i9
2'-O" � i
� SLEEVE NUT e
T!! \ \/`/ //\// i s 1g
\/j\\/ ✓\\/\ LU N2(MAX) _ LU H2(MAX) PER PLAN \ 1 1
/ / / 16" 56" 1611 56" II II i -
�/ // \\ /./ 18" 63" �-- 18" 63" VAPOR BARRIER ANCHOR BOLTS I I 117\ ANCHOR BOLT
CZ 21" "12" PER PLAN t PER SGHED
\/\ \/\/\'\ \ \ 21" l2" EDGES LAPPED SHEAr`LAN 4 *4 BAR I�
v \/i�, ,//.//\//,/i\/�\�\ 24" 84" 24'F 84" 12"MIN.EXTEND UP
6"� J 28" 9811 / • 2811 98" STEMWALL 12"MIN. /\�/\y//'/�T�/�/-,/\�/••////'/\// SCHEDULE G
1�ER PLAN I I � 32" 112" I W 32" nZ" %�//��//i\\/j\/\\�\///j1.``\\\/\\�/\�j\///\///\/� CONCRETE FOUNDATION ��
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. QFRONT PORCHPOST / FTG GARAGE ,INC FRAMING CLOS, I-IEADER) GARAGE LING 1=RAMI\G (RAISED 1-4-ADF.R) CRA, ACCESS OPENING "_'- " TYF' OLDOIN / F'ON ' WALL
SCALE: 1" -0"O Q SCALE: I".1-0" SCALE: 1":1'-0" all SCA : I0 �11 SCALE: 1".I'-O"
ORIGINAL SHEET SIZE: 24x36