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LE 9. WALL ING - ,
T N LOAQBEAR WALLS do NON LOADS
( HEADERS I EAfilNO WALLS
`AFI NGS H
--0 MINIMUM
4 COVE .
„R
3, USE 3/4 TONGUE AND GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING, 5/0" EXTERIOR
STRUCTURAL GRADE FIR C.D.X.) PLYWOOD ROOF. SHEATHING, AND 1 2 EXTERIOR STRUCTURAL ( / �fL. GRADE �..
4. .SEE STRUCTURAL DRAWINGS FOR LOCATIONS REVISIONS.
FIR (C.D.X.) AT WALLS. ALL JOINTS SHALL. BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPO N OF ALL STRUCTURAL COLUMNS.
PP RTS. - ,.
BETWEEN FLOOR JOISTS
4. PROVIDE SOLID BLOCKING B .AND/OR DOUBLE ALL JOISTS UNDER EACH
PARTITION.
- 5. t.,ONTRACTOR. SHALL NOT SCALE DRAWINGS0
F R DIMENSIONS. ANY MISSING, ,
r
- :
•
— .
5. USE FULLY
NAILED METAL CONNECTORS (TECO S
lM
PSON
O
R EQUAL), JOIST, OR
BEAM HAN
GIR
S WHEN
INCORRECT,
ORQUESTIONABLE . DIMENSIONS. NOTT BROUGHT TO -THE
ATTE
NTION
F CHITECT BECOME RTHEARJOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. METAL POST CAPS AND EASES FOR THE ESPONSIBILIY OF WE CONTRACTOR.
TABLE TAKEN FROMAMERICAN FORESIT k PAPER ASSOCIAT10NTYPlC L DETAIL ® LOAD AMERICAN WOOD COUNCIL, iio ALL POSTS.
GUIDE WOOD CONSTRUCTION IN HIGHWIND AREAS.
;
.4
.q
BEARING WALLS 6. FOR LVL BEAKS OR HEADERS 50LD 4X4 LVL MINIMUM POST aouBLrsANDi10 MPH IXPOSUI E B WIND Z NE
6 S
SOLID 6X6 UM POSTS FOR TRIP
4X OR LVL MI IM
N LE BEAMS OR HEADERS OR S O
A OTHERWISE SPECIFIED
7AI3LE 8. WALL- CONNECTIONS FOR ENDWALL ASSEMBLIES
N THE PLA.
0 N
- ;
r _
YARMOUTHTOWN OF
7
, r .AP •
I I
tiPJuC
ODE
C
L
� � i
t, I ANC 0
_ PL 00 G SHAL G U „8
I,.0
7. ALL YW D FLOOR SHEA !N L BE LED 0 U FO
TH T S PPORTING EVIEIN�D
. WOOD FRAMING MEMBERS R
'TABLE
6. TOP PLATE SPLICE
B RS
USING
VT
HE
PERMIT
T
� N T RFLI['
DG 0
r►el n 11MICOAI AIAll W❑ Crurrnlll C
-BUILDING DIMENSION.OF WALL-'Cb*,NTFIINI
TE SPIJCE - FT.
. .TOP PLA { .) .'
. WALL. H GHT; (FT.) ... ,
12 16 20 24 28' 32 36 4 0 50 6O 70 80
STUD SPACING
UPLIFT
{LL)
_a
8' 10 -12 14 16 ' 18
20
PLATE-TO=STUD. - N0. CF 16D COMMON NAILS _
ENDNAILED)
12" O.0
127
2 2 .2 2 2 2,
2
16" O.0
169
2,: 2 -.2 2 2 ' 2
_`2
24' O.0
253
2 2, 2 3 3 3
4
--0 MINIMUM
4 COVE .
„R
3, USE 3/4 TONGUE AND GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING, 5/0" EXTERIOR
STRUCTURAL GRADE FIR C.D.X.) PLYWOOD ROOF. SHEATHING, AND 1 2 EXTERIOR STRUCTURAL ( / �fL. GRADE �..
4. .SEE STRUCTURAL DRAWINGS FOR LOCATIONS REVISIONS.
FIR (C.D.X.) AT WALLS. ALL JOINTS SHALL. BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPO N OF ALL STRUCTURAL COLUMNS.
PP RTS. - ,.
BETWEEN FLOOR JOISTS
4. PROVIDE SOLID BLOCKING B .AND/OR DOUBLE ALL JOISTS UNDER EACH
PARTITION.
- 5. t.,ONTRACTOR. SHALL NOT SCALE DRAWINGS0
F R DIMENSIONS. ANY MISSING, ,
r
- :
•
— .
5. USE FULLY
NAILED METAL CONNECTORS (TECO S
lM
PSON
O
R EQUAL), JOIST, OR
BEAM HAN
GIR
S WHEN
INCORRECT,
ORQUESTIONABLE . DIMENSIONS. NOTT BROUGHT TO -THE
ATTE
NTION
F CHITECT BECOME RTHEARJOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. METAL POST CAPS AND EASES FOR THE ESPONSIBILIY OF WE CONTRACTOR.
TABLE TAKEN FROMAMERICAN FORESIT k PAPER ASSOCIAT10NTYPlC L DETAIL ® LOAD AMERICAN WOOD COUNCIL, iio ALL POSTS.
GUIDE WOOD CONSTRUCTION IN HIGHWIND AREAS.
;
.4
.q
BEARING WALLS 6. FOR LVL BEAKS OR HEADERS 50LD 4X4 LVL MINIMUM POST aouBLrsANDi10 MPH IXPOSUI E B WIND Z NE
6 S
SOLID 6X6 UM POSTS FOR TRIP
4X OR LVL MI IM
N LE BEAMS OR HEADERS OR S O
A OTHERWISE SPECIFIED
7AI3LE 8. WALL- CONNECTIONS FOR ENDWALL ASSEMBLIES
N THE PLA.
0 N
- ;
r _
YARMOUTHTOWN OF
7
, r .AP •
I I
tiPJuC
ODE
C
L
� � i
t, I ANC 0
_ PL 00 G SHAL G U „8
I,.0
7. ALL YW D FLOOR SHEA !N L BE LED 0 U FO
TH T S PPORTING EVIEIN�D
. WOOD FRAMING MEMBERS R
'TABLE
6. TOP PLATE SPLICE
B RS
USING
VT
HE
PERMIT
T
� N T RFLI['
DG 0
r►el n 11MICOAI AIAll W❑ Crurrnlll C
-BUILDING DIMENSION.OF WALL-'Cb*,NTFIINI
TE SPIJCE - FT.
. .TOP PLA { .) .'
SPLICE LENGTH
(�)
12 16 20 24 28' 32 36 4 0 50 6O 70 80
NUM9ER.'OF 16D -COMMON NAILS PER EACH SIDE .OF. SPLICE
2
4
6
8
8
NP
NP NP NP NP NP NP4
4
6
7
8
10
14 16 NP NP NP NP
6
4;
.6
7
8
10
[NP
14 16 26 '24 NP NP8
4-
6
7
8
10
14 16 20 24 28 32
ANCE. ERRORS GR t
AME CA PLY OOD SSOC N A.P.A. GLUED
Rl N 1 A IAT10 F1.00R S
YSTEM. WOOD GLUE TO BE CONTESH, INC. - .
PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL. APPLICANT FROM THE RESPONSIBILITY OF AS BUILT PROGRESS SET
COMPLIANCE PRICING SET
8 BU AIS US 11 0 _.
BUILT—UP BEAMS 3 PLY MAXIMUM I G CONVENTIONAL FRAMING LUMBER SHALL BE FULLY
( ) SPIKED.. .
TOGETHER WITH 2— T 12'-0 B DATE: IL 3.17 4 PROGRESS SET
TH R WI 10D NAILS A C. LVL BEAMS (4 PLY MAXIMUM) TO BE, THRU-BOLTED WITH 1 2 .
u n / _�. ST UCT.
INCH DIAMETER THRU BOLTS OR EQ IVA-ENT POWER SCREIIS STAGGERED , TOP AND BOTTOM AT 16 R ENG. SET
A BUILDING OFF CIAL
O.C. OR AS OTHERWISE REQUIRED BY TI•E MANUFACTURER. ' :
A.2
9. ALL MANUFACTURERED FLOOR I —JOISTS TO BE DESIGNED BY
THE SUPPLIER/MANUFACTURER. SUBMIT
CLJAO n0A111tA1/N0 Aktll I'Al r'lll A M^KIL^ -rA drurD Cl./nlAlccn nnlnn r� ri n1`HA ♦.ra.. : - .. _ _ -
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