355 6th St 5.5•_ 2g-i• 318'ALL THREAD CONNECTORS.SEE
ALL-THREAD NOTES FOR INSTALLATION m
m
-11 °_-----___ 33°' ____ii _- %-'✓�-`.----^v--.%".�-./--`. -'`.�.�./_�/-_�'f�� �/�./-�-- S.SPACING AND
SPECIFICATION
EMBEDMENT
2x4 SPF STUDS AT 16'O.C.
rc
______ ALL ALL THREAD CONNECTORS.SEE 2x
1-r'--- ---- ______-- S,___ _ _ ALL-THREAD NOTES FOR INSTALLATION
4 NO,2 SYP PT BOTTOM PLATE.FASTEN
TO BAND BELOW WITH 16d NAILS AT 6 - x
_
-------------------____-_.-________________________� SPECIFICATION$,SPACING AND
.----.._____________ __-_ _______-_____-_� �. I EMBEDMENT
I i I I
2.4 SPF STUDS AT IWO.C.
I 2X JOISTS WITH LIKE SIZED 2%BAND A
I BOARD.3l4"PLYWOOD DECKING $ F LL
51.01 1 .-2X FLOOR JOISTS.SEE 51.01 I I ) 2x4 NO.2 SYP PT BOTTOM PLATE.FASTEN FASTENED WITH 8d NAILS AT 6"6.C.ON S w w
1 ; I THOLE FOR SIZE AND 1 I TO BAND OELOW WITH 160 NAILS AT 6" EDGE,tY O.C.IN FIELD. H
m 1 SPACING. 2 I O.C. p y p
I 51,01 I I 2X JOISTS WITH LIKE SIZED 2X BAND - BAND BOARD TOE-NAILED TO 2X8 BASE z
2 •_, —B.A. I I BOARD.314"PLYWOOD DECKING, PLATE WITH 10d NAILS AT 12'O,C.
I 1 I I 1 �J FASTENED WITH dd NAILS AT W O.C.ON (1
---- ---- EDGE,12'0.0.IN FIELD. 1 _� ZX8PTN0.20ASE PLATE, P
-
BAND BOARD TOE-NAILED TO 2X8 BASE 8"X18'CMU STEMWALL.CELLS FILLED d
I ----- -----. l PLA TE WITH 10d NA1L,9AT IZDC. CONCRETE AN () BAR
r------ --- I I I i WITH3000ps1 D 1 LL yj
I I 1 (3)2X12 I j 1 1 -1_ T AT 48"O.C. 51 1 - 2X8 PT N0.2 BASE PLATE. ` i- _
ONE STORY: d-8",b=16',(2)#4 BARS
I 8'X18'CMU STEMWALL,CELLS FILLED I - TWO STORY: d=10',b=20'1(3)44 BARS
I I I I WITH 3000ps1 CONCRETE AND(1)#S BAR = 1 i;1,".I -� 'I, ONE STORY: d=12',b=24',(2)#5 BARS
b I I 2X FLOOR JOISTS.SEE I ' 111__ AT 48'O,C. -
q I 2X FLOOR JOIE S.SEE I
i TABLE FOR S!Z:AND TABLE FOR SIZE ANO I I I 1 IrFi
I SPACING, I I 1 N ONE STORY: d-81,h=18•,(2)#4 BARS VERTICAL WALL REINFORCEMENT TO
Ir' BEND S"INTO FOOTING.
SPACING. G� I I j - TWO STORY: d=10 h=20',(3)#4 BARS �C J _
ONE STORY: d=12',W24',(2)95 BARS - -- --
I FOOTING TO BEAR ON FIRM O
UNDISTURBED SOIL. {-
VERTICAL WALL REINFORCEMENT TO
BEND B'INTO FOOTING.
( ",WTI
FOOTING TO BEAR ON FIRM
S,D, ¢ '� fi OFF-GRADE SECTION
1 ( I I I I III= UNDISTURBED SOIL.
I I I 3Ja'=1.-0. ZQ J
1 (3X12 O Q W
)2LL
2,2X,2 I I ; q DOFF-GRADE OPTION SECTION C9 _
r , i I I I ' �J �
W
-L I PAVERS ON COMPACTED FILL _ja
I I µ _�I f, �' _ � - 5 J
L----- ..- ---- --- --
I 8'BOND BEAM WITH(1)#5 CONTINUOUS m Q
4 O d
Si Oi 8°X16"CMU STEMWALL.CELLS FILLED
3 _ AWIT
T 48*000p CONCRETE AND(1)#5 BAR
- O
8.31. I e•-7d i�3-4+�'� 1�':,--
44
ONE STORY: d=8',b=,6,(2)#4BARS m
TNO STORY: tl=10",b=20',(3)#4 BARS
1 8 ° I� ONE STORY: d=12',b=24 (2)#5 BARS
� -
I
VERTICAL WALL REINFORCEMENT TO
- '
BEND 8INTO FOOTING.
t_- r
flL= ISI
FOOTING TO BEAR ON FIRM A
CONVENTIONAL FRAMING-FLOOR l -- -'-���,%- �_� �'`'r'��'v-- v-✓'v-v"u- —✓•-��\ I *jnl-,--T' UNDISTURBED SOIL S c3i si
1
MAX FLOOR SPANS WITH 40 PSF LIVE LOAD,10 P5F DEAD LOAD,
AND 1.00 DURATION FACTOR. I •��
GRAPE. No., Not EXISTING FOUNDATION
2 OFF-GRADE SECTION � y3
1 SPACING 16' 24' 16" 24' WHERE DECKS ARE,APPLY 2XB IT q z
NO2 SYP DECK LEDGER,FASTEN TO
8'S' 13'5' T'-7' ____17 ( BAND BOARD WITH(2)ROWS OF
2x6 14'-i'
�+I� I SD525300 AT 6'O.C.STAGGERED.
2x8 18'5" 111-3" 17'-1" 9'3" p
FASTEN JOIST TO LEDGER WITH I r s
2x10 23'-2' IX-1" 20'3" 11'5' LU528. FLOOR JOISTS.SEE THOLES FOR z
I I SIZE ANDSPACING.FASTEN TO
BEAM WITH LUS28 31 O
_._ 2x12 26-0" i5'-7' 23'-10° 13'5' I I / -1 d
Al- (3)2X72 PT N0.25YP FlR
OD ' —
BEAM.FASTEN TO CMV WITH(2) (,
MTS20
EC_TION = w
li 1 1 I �y MAX FIVE COURSES TALL r ,
1 4 ' 3J4•_1 " ...Star S Z^
iI I 51.01 1 I I 8'X8•CMU PER.FILL CELLS WITH J
3000 psi CONCRETE AND#5 T . O
s i VERTICAL BAR t
U-
I St Al VERTICAL REINFORCEMENT TO
i I _ HAVE 9•BEND AT BOTTOM AND ''-
1 BEEMBEDDED4'WTOTOP
^'�/` v •/�- �/`�/'�/`��-V" �/'�✓-v^.. -y v^v"v f��r j�..�'v 1 7✓' X6 PT NO2 SYP POST, 1 COURSE.
IMETER BEAM
SEE
- _ — 2X FLOOR JOISTS. --D.C.,TYP ALLS7601--- SECTION FOftDETA1L5. y 1 -J I BOJR
LT THROUGH X6 POST. WITH 24'X'14'X12'FOOTING WITH(3)#5 #
L.._.-_ _.. -
____— --_- 3,5, "`-�,_FOOTING TO BEAR ON FIRM
C .. _�_ � WITH 1U528,All HOLES FILLED WITH 10d
NAILS. UNDISTURBED SOIL
AD USE 12'ANCHOR EMBEDDED B' �ty
LER FOOTING a
-3
AND ALL HOLES FILLED WITH 10dNAILS.
12"X12'CMUBLOCK FtLLEDSOUDWITH
1.= I 3000P51 GROUT. „ gA .gl
24'X24'Xi2'FOOTING WITH(3)#5 BARS 314'PLYWOOD DECKING,FASTENED
__, 1 EACHWAY, WITHBd NAILSAT6"O.C,ONEDGE, xiA 9� �N
L--� (2)2x80ECK BEAM L--� 2 2x80ECK BEAM L S - I I - -
-I- (2)2x8 DECK BEAM () „� L -', ^�..- ��_ ( 12"O.C.INFIELD. e
ST �.� 2X,2 JOISTS AT 16'D.C.
8' " 8'-0" f \I FOOTING TO BEAR ON FIRM z yyy ..�-
1' —24'-5' f UNDISTURBED SOIL. - 8 ®
5 1 2X72 BAND BOARD BOLTED TO S 5
Si Oi — __ EXISTING WITH(2)ROWS OF 1T2°LAO B u
_��._:..�i`-�._.��._/��./�`�\.� __�e_�.s.-��t/'--^�.._��_�\-f'-�✓`.�� 5 ECTION 1Cj� SCREWS AT I2'OC.STAGGERED. _ g
/�\ EXISTING BASE PLATE.
FOUNDATION PLAN L/Lam\ ^"—�—E%STNGSTEMWAIL � B®® o O
LOOR-SECTION
�Pg'®
�q 8'11'THICKENED EDGE WITH `\T 3f4'=1'-0•
(i)ti4 CONTINUOUS
12°x12'x12'DEEP FOOTING
WITH(2)#5 BARS EACH WAY
2 OF 4
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