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_ 2x6 SOLE 1E w/16d PER SCI-ED _51 9PE -„,---
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PER SCHED r'
WALL SHT'G > � ' i
PER SGHED FLOOR SH1'G FLOOR SH7'GR ON
\/ PER PLAN
PER PLAN "4A 12, 1°�°'�
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EDGE NAIL'G > � NVFULL DEPTH 2x BLK'G IN-BETWEEN EDGE NAIL'G — /'`4— A ` \
-....i.,....;-.< FLR TRUSSES w/I6d a 6"O.C.TO ..+� D J
� DBL 70P IE WALL SHt'G > ALL USP
Expires 6-30-19
WALL SHT'G PER SGHED PER SP TRUSSES
HARDWARE SHALL
PER 5CI{ED BE GALVANIZED
2x6 P.T.IE w/548"x(O" ��.
2x6 P.T.1P w/5/8"x10" -`�" /\ = ANCHOR DOLTS 4'-0"D.C. _ ;,,..,
ANCHOR BOLTS 4'-D"O.G. 4 WITHIN 12"OF ALL {
4 WITHIN 12"OFALL FLR TRUSSES 4 2x4 FLAT BLK'G
CORNERS OPNGS OVER ,.. '
e 48 D.C. FASTENERS PER ,
CORNERS 4 OPNGS OVER PER SUPPLIER \ — MANUFACTURER
VIA SILL SEAL(UN01
SILL SEAL(URO.) ON SHEARWALL PLAN 1 2x6 CONT. Ny P.T.6x6 ., 01
V
ON SHEARWALL PLAN -2)(6 CONT. / SPECS ,�,iti
DBL TOP E ,� DBL TOP fP POST PER PLAN r E v`
EDGE NAIL'G > . ' EDGE NAIL'G > \ iiii0ZU: '
PA
1'1-
I SLOPE GRADE I I POST BASE � aT fvd}
\ \ \ \ X (4" MBED) `„' c -c
SLOPE GRARE "4 BARS CONI. z I I r- "4 BARS CONT. /�✓//K>/\ //\K✓ i,:'
AWAY FROM STRUCTURE e TDP 4 BOTTOM 11 --` `--._ �' TOP BOTTOMGY p ) "� //_EF:AHNSEE:ON-STYLE
>
II AWAY FROM STRUCTURE c T2
r c
II PROVIDE 24"HOOKS r!J (` " GRADE-VERIFY .gym
PROVIDE 24 HOOKS
e ALL CORNERS e ALL CORNERS u \ N � , �+
/\\\�\\/\\'/,\\ t INTERSECTING NOTE: FALL CRIPPLE WALLS BELOW RAMING HALL BE AS FOLLOWS: FLOOR \�/\\��\\/�\'/\/ WALLS INTERSECTING N07E: ALL FRAMING CRIPPLE
BE AS FOLLOWS:MAIN FLOOR Z.()
Q_\/ ��//%//i\//j\//�//� \/\`//\\/%\//%/\' -mac e t
/ WALLS \- / Q \ \ \/ .•
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:11 51
\ \ " \ \/�/ NOTIFY I-ICE IF WALL HEIGHTS EXCEED 4'-0" �/
//, ,..0 1Ill
/ //.,> /\\', NOTIFY HGE IF WALL HEIGHTS EXCEED 4-0 // �/ •_•11 ALTERNATE BENDGONG.FTG _ :'
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•-• •11 ALTERNATE BEND z \ \ a a :•
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3"MN.PVG ./\/.1-1 lif'• • e 3"MIN PYC /\/�� 1 d :� VERT a •'r. .x--.•✓ /
2 /\ SEE PLAN FOR / cc!
= FNDRAIN =� OL.MAX PERIMETER FND DRAIN `A \\ �•sP ` \ O.C.MAX \\ FIG SIZES /".,':".. .�: /\ a E
_RiMETER D \\ �! (ONLY IF REQ"D BY %��� ��! 1 ./ ��:�
(ONLY IF REQ D BY /\ 70, _ \ - � \ .`i-' +V\ \\ ta
GEDTECH TYP) ;� s! _ _ STEP FTG A5 GEOTECH TIP) _=t�. _ STEP FIG AS //\ / •r . • \/� ,,, 0
yam\
--4..k.--Ir� REQ'D PER 3/522 i\ = S "4 x 24" e FIG BARS /\\ \\ tom, \
�• • . j i ? REQ'D PER 3/522 /\ '/\ \\//'\ V/\\>/\\//'\ 1 ;`Y. Silly//
\ '�1 \ \ \ \ (2)"4 BARS CONT. W\ , \/ //,, '/\\// //\//�//�//��/i��/i`�//i�/%//%�//\ REFER To 2/52.1 24 \ /.\ / %' ;'�:•=f^ :. :1e :.�: •:.�: /\`f
(2)"4 BARS cDNI. \// //\ /i�/✓\/\%✓ / I/�//�//�/i�/i,,//�.//�\//�,// REFER TO I!52.1 / / \, \ \ \/\
PROVIDE 24"H00K5 U ,\\� FOR ITEMS NOT NOTED PROVIDE 24"HOOKS v f\/ FOR ITEMS NOT NOTED /� /�\✓� '\ /\/\//�\// //i�/'
e ALL CORNERS 4 - II = PLACE ON FIRM NOTE: CENTER POST ON FTG.
e ALL CORNERS 4 = M
INTERSECTING INTERSECTING
WALLS 4 " 6" 415" WALLS 4K" 6" / mi / 2 / cn UNDISTURBED SOIL
d( / /
DISCLAIM: TI,IE SIGVAIURE AND STAMP FOR THESE
STRUCTURAL DkAIWlXi9 ARE VALID ONLY U4EN
ACCQIPANIED BY A DEVELOPhENT AND LOT SPECEIC
SET CF SI LICTlRA1 CALCW.ATIQIS PREPARED BY
/ i�ON ' u.>4LL / �'^R1�. Li� i�U5550 I=OU\D�4�'fON / i�ONY u, LL / i��4I�>�LLLLi� RUSSES0YI� I=00INC SEi� OOTIN DPIL TT �LC AND SEALED WITH IRE ENGINEER 11.4106E
A
STAi7'APPEARb ON THIS SFEET.LCNS7R11CTICN
0 ::OLINIDATION
Y WIN A DRAWS6 SET
SCALE: 1":I'-0" SCALE: I":I'-O" I" ° ' VED BY 11 LOCAL
PERFORMEDARSDIGTICN.
SCALE: 1' 0 SCALE: N.T.S.NtS
\
1—
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1 1 PER PLAN 4
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in
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I
REFER TO I /52.1 11 I I 1 I I I
FOR ITEMS NOT NOTED \ \ 1 + 1.1 I,I I.1 I'
/\ � 1.1 I.I I.I I.
10
2x10 BLK'G N.I I I V 11 11 � \
3/8"PLY OR OSB GUSSET a ERG WALL a I' '{ I•I I•I .....-
I
0
w/3-8d a BM 4 e POST OR Q ABOVE •1 I• I*j
BC4 OR 044 CAP tE E 91/4"FLR TRUSSES f I . ALL USP H
p PER SUPPLIER Y ALL USP
_ j HARDWARE SHALL HARDWARE SHALL
�C� �� 'I BE GALVANIZED FLASHING BE GALVANIZED nil
— f I
I FLASHING j REFER TO I/522 3-
--E.
REFER TO 2 /522 0 u �I I�
II 2x6 CONT.BRACE X z FOR ITEMS NOT NOTED FOR ITEMS NOT NOTED
I I• U - -4 N t w/2-16d e EA STUD I•I 2x SPACEDDECK'G 2x SPACED
-Vn LAP BRACES ON I I - DECK G
CJ
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• II • : STUD A5 REQ'D \/
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I 1/5" - 1/4"GAP `" un �,, �� I� ��
. .I I I•1 1--_.__ ►���� — X. u err
BM PER PLAN a_ r _- I I.1 n 1 �! ____ _:,-, ... ' .
xx r 1�� IV 1
POST PER PLAN du
�n 2x6 HF*2 STUDS f�_i DECK JSTS )10 �\ !�I
\/ \�\\/�\'/, \ _ PROVIDE 3-PLT BLDG 12x6 P.T.SOLE B w/ a 16 Q.C. •i { e I6"D.C.
\i ,I /2 .EXPANS.BOLTS _L L_ ___
PAPER BETWEEN POST `� a •48"O.C. • • n
/\ /\Y 4 FIG,TIP. 0_ t'> \ - • I CO
\ . / ' \ \ \ \---)->.< P T.2x10 P.T.2xIO LEDGER w/ I
• ,•a• ?•a•a• 1-"4 CONT.w/24"` i I
/\/, s ,: sr \/ - DECK JSTS 2-WS 1/4"x 4142"
e 7 b ! HOOKS e CORNERS j�
�� :�:� - -� 0 16"O.C.w/ �_ SCREWS a EA STUD ____/`
2x6 DIAG.BRACE V
JL210 HNGRS
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/ / /, /i, /i, /i. /A /: I-BRACE IN EA DIRECTION
\/\\/\/�/i � SCREWS a 16"O.C.
12" / PER WALL LINE /EA STUD
/
QFRAIL SPACE FOSS` / E3EAM POSITIVE CONN. INC. / FTG / FLOOR TRUSSES Q 5RACING a STUD LIALL0 DECK LEDGER ,,ALL Q DECK LEDGER e WALL „ ,
SCALE: I :1-0 O SCALE: 1":1'-0" SCALE: I :I'-0 SCALE: 1".1'-0" SCALE: 1 :1-O
CEDAR 2x4 CAP wi CEDAR 2x4 CAP w/ GARAGE RIGHT
2-16d a 12"0.G. 2-16d• 12"D.C.
TO 2x4 4 2-I6d e TO 2x4 4 2-I6d e EDETAILS
4x4 POST_ 4x4 POST
2x SPACED ALL USP ALL USP
DECK'G HARDWARE SHALL HARDWARE SHALL
U X BE GALVANIZED \ \/ BE GALVANIZED
PI.2x10 DECK JSTS \1)1)( ( )‘ )(
• Ib" OC. —2x4 w/21-16d TOES —2x4 w/2-I6d TOES
CEDAR 2x2 BALLASTERS' e EA END 70 POST CEDAR 2x2 BALLASTERS e EA END TO POST
e41'1"O.C. •4y2"OC
w/1-4'841/2"SCREW w/1-"8x21('"SCREW ALL USP"
DTB TOPSHALL
2'-0" TOP 4 507 4 SOT w/1-11".BOLT TOP 4 BOT BE GALVANIZED
/ / • • -
TO 4x4 POST = pT5 TOP
BOT I-I/2".BOLT
o • • ••
"in PROVIDE WASHER BETWEEN STANDARD CU SEAT T "` TO 4x4 POST REVISIONS:
i--- /\ P.T.4x4 DECK POST PROVIDE STANDARD CUT
. . • 2x SPACED DECK'G
} WASHER BETWEEN NUT t SEAT I-MPAI e EA
•5'-D"O.C.MAXP.T.4x4 DECK POST \
2xI2/2x6 STRINGER -^�.•
e 5'-0"O.C.MAX / T •..,,,,i
PI POST 2x SPACED DECK'G 2x SPACED DECK'G I
PER PLAN P.T.BM I Vim. P.T.2x10 w/
w/EPCM CAP O PER PLAN \ _ I_I-I/i".x 4" -��►'''"' ►—�►�"�
..-
DATE: 11.30.11
1/S i/4 GAP EXSPAN.BOLT
\/ "II e 16 O.G. CUT-BACK
\ • • • \ RC1 �"'� '"-1 '"""- �. P.T.2x12 STRINGERS SALE: in _ II-On
_ �- : ` . . �•w�... NC • 16"0.C.
__ Low ii
2x10 RIM wt 2-Ibd \/ \/ L.
\ \/\\� p�Ap•EA JST iow..0._.
2J 2x10 RIM w/2-I6d .1\/�� \\, P.1.DECK JSTS
71 ,-r� •EA JST I ✓\ /� PER PLAN JOB NO: LEN-11-119
\ P.T.2x6(9 INSIDE FACE) - • /\ -_ ` •�° • • < �\ DBL J57
w/4-IUS 44 x 4/2 \ \
SCREWS a EA END 2xlO BLK'G w/16d / Q \
• X • • TOES a 8"OC. I-"4 CONT. //I/ I/ // // /N \ \ CSH HNGR
F Q • ALL USP P.T.JSTS PER PLAN P.T.JSTS PER PLAN \\i\\\i\\\i\\\i\\\i\\\i
• HARDWARE SHALL w/2-I6d TOES CUT-BACK
BE GALVANIZED e EA JST TO BM /".
2x10 BLK'G _ P.T."x0CCRINGERS `��
U
CONN s EA END BM PER PLAN 12" ALL USP
w/2-MPAi's / / HARDWARE SHALL
\/ _NI_— BE GALVANIZED ------- 0
0 KNE �I� C� DECK POST g JSTS / DECK'S DECK POST 0 JSTS / DECK'G TIP. �,OOD FfRAM-D STAIR zOUNDATION STAIR STRINGER / LANDING ORIGINAL SHEET SIZE: 24x36
SCALE:I".I'-O" 41) SCALE: 1":I'-O" 0 SCALE: 1":1'-O" SCALE: 1":1'-0" l4 SCALE: I":I'-O" ,` s== -