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A S A E PERMITTED CHECK I Q
_ _ GAGE ST PLE R
D 6
_1GAGE ROOFING FING N AIL S AN 1 ,
:- 11
CORR OS ON RESISTANT
:
11
11. NEW FOUNDATION SHALL BE FLOOD ZONE -COMPLIANTI
L
20
-
I . -�
:KURU
1 36
1 40
50
TYPICAL PICAL NOTES.
BASEME N T NOTES.
1 80 :.
NUMBER OF 16D COMMON. NAILS
PER EACH SIDE OF SPLICE
2
NAILS OF EQUIVALENT
_ WIRE SIZES. BOX AND P Q
SIZES S GIVE N FOR NAILS ARE COMMON
OTHERWISE WISE STAT ED IZ
' NAILS-' UNLESS TH
NAL ,
6
8
11
NP
NP <
TH
NP
NP
R11
: MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED.
D COMMON NAILS
..GREAT H TO THE S PEC IF E M
ER LENGTH AND E UAL 0
DIAMETER A Q
..1 1
1.
SHALL 0 S
.THE ARCHITECT H LL N TBE RESPONSIBLE FOR THE VERIFICATION OF
1 . `
»
MAIN FOUNDATION WALLS TO BE 0 POURED : _
1 P R CONC. W 2®5 .TOP
6
YARMOUTH,
8
10
ASSOCIATION AMERICAN WOOD COUNCIL, 110
ASS ,
FROM: A ME RICAN F ORE ST&P APER ,
TABLE TAKEN R
14
CONDITION OF ANY EXISTING STRUCTURE E UIPMEN 0
THE T R
Q
'
NP
SOTTO ARS: REST FOUNDATION ) 1..:
M B ATI NON 1( X20 STRIP FOOTING.
F
C
DOCUMENTS, PROVIDE AS MANY SU H ITEMS AS ARE NECESSARY TO COMPLETEI
M A
II :
4
_
RE 0 MPH EXPOSURE B WIND ZONE
:I WIND AS 11
OD AREAS,
R ,
CONSTRUCTION N HIGH
GUIDE TO WO -CONST
.
APPLIANCE 0 ASIC ,
, AS PART F B SERVICES UNLESS IT IS PART OF
10'
'PROVIDE 3® 5 ` ORIZ.' BA S KEYWAY.
R CONTINUOUS II S RIP
# H N T FOOTING W /
14
16
20
24
;;
-
,. ULE
TA BL E 2. GENERAL NAILING SCHEDULE
NP
I
SCOP SATED IN E M AND .ARCHITECT'S S E T THE AGREEMENT A VERIFICATION .S
A ,
`BY
1 4
:
.PROVIDE 5 8 X ANCHOR
12 N HOR ,
BOLTS ® 4 0 O.G. MAX. .
.
I
12
114
VISUAL OBSERVATION. E RCI C
ADE ONLY IF THE A H T T S DOCUMENTS ;
M E
20
24
.
DEMONSTRATE DESIGN INTENT E RESPONSIBILITY
9. ARCHITECTS DRAWINGSD IT IS TH P LITY
I
.RAWINGS
. .:.
CHANGES DUE TO CONDITIONS NOT VISUALLY OBSERVABLE BL
REQUIRE A E
`2.
ALL STRUCTURAL STEEL COLUMNS TO ,
BE 3 1 2 CONCRETE FILLED STEEL LALLIES.
THESE PLANS ARE NO TO BE USED
T `-
_.. ._.
�
P 03.31.2017;
_ ERMIT SET
.
OF PREPARATION OF THESE DOCUMENTS E SERVICES.
AT THE TIME TH IC _S
,
' .
COLUMNS » » 11 I 11
TO EXTEND TO FOOTING `BELOW. ' PROVIDE 6X6 X5 8 BASE & SPRIN FI
/ G ELD PLATE CAP
FOR PERMITTING 0 R ONSTRUCTIO
C N
PURPOSES UNLESS STAMPED & SI cNE D.
,
`':X
SERVICES.
WILL BE ADDITIONALFOOTIN
GS TO BE 36 - 36 X12 SQUARE CONCRETE Q T W 3®5 BARS ,EACH :WAY.
__ / #
DESIGN INTENT. _
,
NTH AN ORIGINAL ARCHITECT'S
R HITECT S
11 .
_
:STAMP: SIGNATURE
AND IG ATURE do MARKED
.
I 11PRICIN
_.
2.
AL ENGINEER OR `ARCHITEC
STRUCTURAL T SHALL PERFORM FRAMING`INSPECTION
3._
DO UBLE F OOR IS
L JO TS UNDER L A A
AL P R LL.EL : ARTI 0
P Tl NS.
_
,
AS PER M T SE OR - ON
T C S UCTION SET
TR
G SET
.
COMPLETE
EN FRAMING IS M AND PRIOR TO ENCLOSURE Y R.
WH E B INTERIOR
_
»
C 0
'c
.
ALL° PL STE R BOARD FINISH.
W A
4.
DUS T AP B 4 U _
T E PO RED CO C.
N ON COMP C
A TED FILL.
-WAND
.
O 11 I
.
:
.
_
CUT JOINTS A ONG
L WALLS: E
B AM COLUMN -:LINES'
,
-2017 ERT ARCHITECTS. INC.. TE N .THE DRAWINGS AND . A
1.-
- . .F. SP - - i
ALL FRAMING LUMBER SHALL BE HEM FIR GRADE N0. 2 OR S P ( RUCE PINE FIR) GRADE N0. 1 A JD
1. _
3.
A
ALL SCHEDULE AND ` PROTECT 0 R ALL
CO NTR ACTOR SH P TE T FR M WEATHER
_
ALL OF THE ' IDEAS ARRANGEMENTS, S' ES
T DESIGNS, AND
A
PLANS
L NS INDICATED THEREON OR REPRESENTED
°:
,'
"cf .
-
CONSTRUCTION STR CTIO J
NG OUSE. COMPONENTS AND INTERIORS DURING CON
EXISTING H I D
CO NTRACTOR 0 P 0
T R VIDE BASEMENT VEN TILATION AS :
THEREBY,
EREeY-ARE OWNED BY AND REMAIN
R MAN THE PROPERTY
_
S UCT TEMPORARY STRUCTURES E CLO U ES AS MAY BE ;
AND -CON TR N S R
RE R .
UI ED BY CODE ND0
Q WI WS OR MECHANICAL
-
0
F ERT ARCHIT1.ECTS, HITECTS INC. NO PART THERE of SHALL
,
;, D APER ASSOCIATION. THE MINIMUM ALLOWABLE BENDING STRESS Fb SHALL'
AMERICAN FOREST AN P ( )
SURE SUCH PROTECTION.
NECESSARY TO IN TION.
CONNECTIONS'
FOR
ENDWALL ASSEMBLIES
BE U TIL ZED BY "AN Y PERSON RM
Fl OR CO P
R ORATION
,.`
T . . " ,
_
_
.,
FOR ANY U C
PURPOSE, EXCEPT WITH SPECIFIC IFIC WRITTEN
_ -
�.:
6
CONTRACTOR SHALL ENSURE
S THAT ALL FOUNDATION WALLS MAINTAIN
PERMISSION OF THE FIRM 'E ARCHITECTS,
RT R HITECTS INC.
,
ALLOWABLE MODULUS OF ELASTICITY E SHALL BE 1,4 00 000 P.S.I. -
. O
:
4.
V PROPOSED
CON TRACTOR SHALL SITE INSPECT ALL EXISTING S PR
WALL HEIGHT FT.
( )
„
M M C VER. ,,I
_ 11 I.
4 0 MINIMUM 0
11
PROJECT 320816
,� (I -
.
AR
U ON AND NOTIFY ARCHITECT CONDITIONS PRIOR TO AND DURING CONSTR CTI I
2."
r _ _
RSA A
DE ORI LEVEL WEYERHAUSER VE L M 3100FB 'OR APPROVED E UAL.
ALL LVLS TO BE -BOISE CASCA Q
_.
OU
OF ANY DESCREPAN CIES AND OR CHANGES THAT MAY B E ENC NTERED.
/
7.
c _ _
PR VIDE -WEB STIFFENING PLATES AT END.. 0 E
F STE L BEAMS TYP.
12,.
14
16
DATE ISSUED:
D 03.31.2017
20
', ,
_ , : _ . TR .FOR LOCATION! S O ALL ` STRUCTURAL U
5. A WALLS 8. .SEE :S UCTURALDRAWINGS F A .COL MNS. _
-. CONSTRUCT AND MAIN AIN TEMPORARY CONTRACTOR SHALL CON TR T
CONTR T I
�,
,
. .
U U _L
EX OUSE AND STR CT RA
SHORING ETC. TO MAINTAIN PROTECT ISTING H
. ... -
TUD SPACING
LB.
( )
- :
-. _
s
Y.
INTEGRITY OF EXISTING HOUSE.
9.
11 11
CON TRACTO S ALL 0
R H N T SCALE DRA GS
WIN FOR DIMENSIONS. ANY ISSING `.
M
,
1.7 2650 FB, '1.8E PARALLAM'PSL OR APPROVED EQUAL.NISTALL LVL S IN ACCORDANCE WITH THE
REVISION .
S.
;:
6.
PO
CONTRACTOR SHALL SITE INSPECT VERIFY ALL EXISTING VS. PROPOSED C T
-(ENDNAILED)
INCORR ECT OR UESTIO A N N T B GHT TO 'THE °ATTENTION11
N BLE DIMENSIO S 0 ROU
Q `.
_
OF 'THE ARCHITECT C
R TE T BECOME THE RESPONSIBILITY OF E -CO CONTRACTOR. THE N A TOR.
_
03.3. 0
1 2 17 FLOOD ZONE COMPLIANCE
:
REGISTRATION
. .,
DDURING CO J
S PRIOR TO AN CONSTRUCTION AND MAKE ADJUSTMENTS
CONDITION PRD S
.
12 O.0
127
2
2
.
2
AS NECESSARY TO ENSURE COMPLIANCE .WITH DESIGN PARAMETERS AS
1 0
CONTRACTOR SHA L TAK .
L E CARE 0 DISTURB STRUCTURAL G
N T INTE RITY
.
.
_ EA RING WALLS
,TABLE 9. WALL` OPENINGS GS HEADERS S I N LOADBEA RING WALLS & N ON LOADS
3.
WORK PR OGRESSES.
OF E XISTING OU D
F NATION F00
FOOTINGS
N/TINGS '::
16 O.0
169
.
: JOISTS OR BEAMS FRAME INTO OTHER JOISTS' OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR
- 9 _ .
I.
I
II
9 22X6 FLAT 3 270 5 4
( ) ALL POSTS. , .
10 2 2X6 FLAT
4 -
300 660
.1. ( ) R LVL BEAMS OR HEADERS PROVIDE SOLID 4X4 LVL MINIMUM POST SUPPORTS FOR DOUBLES AND
6. FOR
11 2-2X6 °(FLAT) 4 330 726 SOLID 4X6 OR 6X6 LVL MINIMUM POSTS FOR TRIPLE BEAMS OR HEADERS, OR AS OTHERWISE SPECIFIED
.
12 2-2X6 (FLAT) 5 360 792 ON THE PLAN.
SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEM
1 7. ALL PLYWOOD FLOOR SHEATHING BERS USING
II
I
II
FOR NON -LOADING BEARING WALLS AND WINDOW SILL PLATES,
I
2-2X4 FLAT :CAN BE SUBSTITUTED FOR 1-2X6 FLAT
AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH, INC.
( ) III1,I 1 ( PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL.
* TABLE TAKEN FROM- AMERICAN -FOREST & PAPER ASSOCIATION
. BUILDING DIMENSION OF WALL CONTAINING TOP PLATE SPLICE (FT.)
� � I-
CONDITIO
7. DASHED LINES INDICATED EXISTING NS TO BE REMOVED ALTERED.
/
12 11
11
11. NEW FOUNDATION SHALL BE FLOOD ZONE -COMPLIANTI
L
20
-
I . -�
1 32
1 36
1 40
50
.
70
1 80 :.
NUMBER OF 16D COMMON. NAILS
PER EACH SIDE OF SPLICE
2
4,
6
8
11
NP
NP <
NP.
NP
NP
NP
8. WHERE AN ITEM 1S REFERRED TO IN S NGULAR NUMBER IN `THE CONTRACT
NP
-
4
6
7
8
10
12 ;
14
..
NP
NP
C
DOCUMENTS, PROVIDE AS MANY SU H ITEMS AS ARE NECESSARY TO COMPLETEI
NP
II :
4
6
.
8
10'
12
14
16
20
24
I
THE WORK.
NP
-'
1 4
1 6
.
I
12
114
116
20
24
.
DEMONSTRATE DESIGN INTENT E RESPONSIBILITY
9. ARCHITECTS DRAWINGSD IT IS TH P LITY
I
.RAWINGS
. .:.
WORKING Q
_
P 03.31.2017;
_ ERMIT SET
OF CONTRACTOR TO COMPLETE THE WORK IN A MANNER THAT ACHIEVES
THE H H
' .
PROGRESS SET
DESIGN INTENT. _
, .;
.
.
I 11PRICIN
_
_
G SET
.1. 11
... _1.
_
PROGRESS
RESS SET
G OT ES• .
FRAM N N
.
.
.
.
_
,
1.-
- . .F. SP - - i
ALL FRAMING LUMBER SHALL BE HEM FIR GRADE N0. 2 OR S P ( RUCE PINE FIR) GRADE N0. 1 A JD
2
_
"cf .
-
AND SHALL MEET THE RE U
OR APPROVED EQUAL UNLESS OTHERWISE SPECIFIED) Q IREMENTS OF THE
-
;, D APER ASSOCIATION. THE MINIMUM ALLOWABLE BENDING STRESS Fb SHALL'
AMERICAN FOREST AN P ( )
_
TABLE 8. WALL
CONNECTIONS'
FOR
ENDWALL ASSEMBLIES
,.`
T . . " ,
_
LLOWABLE COMPRESSION STRESS Fc SHALL BE 400 P.S.I. THE MINIMUM
BE 1050 P.S.L THE MINIMUM A ( )
.
�.:
- m
ALLOWABLE MODULUS OF ELASTICITY E SHALL BE 1,4 00 000 P.S.I. -
. O
:
WALL HEIGHT FT.
( )
,� (I -
.
2."
r _ _
RSA A
DE ORI LEVEL WEYERHAUSER VE L M 3100FB 'OR APPROVED E UAL.
ALL LVLS TO BE -BOISE CASCA Q
_.
UPLIFT
8
10
12,.
14
16
18
20
�,
,
ENDING STRESS Fb SHALL BE 3100 P.S.I. -ALL LVL: POSTS TO BE VERSALAM
THE MINIMUM ALLOWABLE B ( )
. ... -
TUD SPACING
LB.
( )
- :
_ _..
s
Y.
.. a .; ,
,,,r, �...,
,
1.7 2650 FB, '1.8E PARALLAM'PSL OR APPROVED EQUAL.NISTALL LVL S IN ACCORDANCE WITH THE
;:
-
LA TO
P TE
- STUD N0. OF 16D COMMON`. NAILS
-(ENDNAILED)
:
REGISTRATION
MANUFACTURERS IN STRUCTIONS. .
. - -
.:
12 O.0
127
2
2
2
2
2
2'
2
.
.
3.
» „
IR PLYWOOD FLOOR SHE
USE 3 4 TONGUE AND GROOVE STRUCTURAL GRADE F ATHING, 5/8 EXTERIOR
/
16 O.0
169
2
2
2
2
_
2
2
2.
.
STRUCTURAL GRADE FIR C.D.X. PLYWOOD ROOF SHEATHING, AND 1 2 EXTERIOR STRUCTURAL GRADE
( ) /
.
„
FR (C.D.X.) AT WALLS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS.
I1
24 O.0
253
2
2
2
3
3
3
4 -
„_ ,_ »
SCALE. 1 4 -1 0.,
/
4.
-
DOUBLE AL JO
VI D BLOCKING ..BETWEEN FLOOR JOISTS .AND OR L ISTS UNDER EACH
PRO DE SOLI /
..
* TABLE TAKEN
:FROM _
AMERICAN
OR S
F ORES4. &PAPER ;ASSOCIATION
_,
. A .,. _R
P ARTITION
AMERICAN
W OOD COUNCIL, 110
0 1 2 4 8
5.
.
USE FULLY NAILED METAL CONNECTORS (TECO, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN
)
. TABLE 6. TOP PLATE SPLICE
GUIDE TO
WOOD CONSTRUCTION IN HIGH WIND
;AREAS -
-
-
,
\
-
11(1 KAPN
F'XPCICI IRF R 'WINIn '7(1PIP .
i lKii rc-c- n-ri irnu»t-r nrnTrn
: JOISTS OR BEAMS FRAME INTO OTHER JOISTS' OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR
- 9 _ .
I.
I
II
9 22X6 FLAT 3 270 5 4
( ) ALL POSTS. , .
10 2 2X6 FLAT
4 -
300 660
.1. ( ) R LVL BEAMS OR HEADERS PROVIDE SOLID 4X4 LVL MINIMUM POST SUPPORTS FOR DOUBLES AND
6. FOR
11 2-2X6 °(FLAT) 4 330 726 SOLID 4X6 OR 6X6 LVL MINIMUM POSTS FOR TRIPLE BEAMS OR HEADERS, OR AS OTHERWISE SPECIFIED
.
12 2-2X6 (FLAT) 5 360 792 ON THE PLAN.
SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEM
1 7. ALL PLYWOOD FLOOR SHEATHING BERS USING
II
I
II
FOR NON -LOADING BEARING WALLS AND WINDOW SILL PLATES,
I
2-2X4 FLAT :CAN BE SUBSTITUTED FOR 1-2X6 FLAT
AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH, INC.
( ) III1,I 1 ( PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL.
* TABLE TAKEN FROM- AMERICAN -FOREST & PAPER ASSOCIATION
. BUILDING DIMENSION OF WALL CONTAINING TOP PLATE SPLICE (FT.)
SPLICE LENGTH
11 (FT.)
12 11
16 1
20
1 24
1 28
1 32
1 36
1 40
50
60
70
1 80 :.
NUMBER OF 16D COMMON. NAILS
PER EACH SIDE OF SPLICE
2
4,
6
8
8
NP
NP <
NP.
NP
NP
NP
NP
NP
4
4
6
7
8
10
12 ;
14
16 `
NP
NP
I NP
NP
6 :
4
6
7
8
10'
12
14
16
20
24
NP
NP
8 I.,
1 4
1 6
1 7
1 8110
12
114
116
20
24
28
32.
I 11 AM ERICAN W OOD COON CIL 110.:.:
- A RAMI G UMB
USING CONVENTION L F L ER SHALL BE K
MAXI UM N FULLY SPI ED
8. BUILT UP BE AMS 3 PLY M
(
PERMITTED D
NP NOT P R ITTE
_ . - .
.
;,: ,,
'. GUIDE TO `WOOD CONSTRUCTION IN J HIGH WIND AREAS
- O.C.XIMUM 0 -
T 12 .LVL BEAMS 4 PLY T BE -BOLTED BO D WI H 1
TOGETHER '.WITH 2 10D NAILS A LTE T 2
/
..
.:: 0 PH EXPOSURE'' B WIND ZONE,
11 M E.
AGG
E UIVALENT POWER SCREWS ST ERED TOP AND BOTTOM AT 16
INCH DIAMETER THRU BOLTS OR Q
K
TABLE TAKEN FROM. ,AMERICAN
FOREST `&- AP ASSOCIATION
T P ERA OCI N
_
_ IN
RS LOAD A
DE BEARING W &
WALL OPENIN GS - HEA LLS
:...TABLE 9 L
Y TH
WI IR D B E M NUFACTURER.
SE RE U E A
. OR AS OTHER Q
0C
AMER CAN
I
0
W OD `COUNCIL 10
, 1 ` _.
THIS SHEET. INVALID
D
I 11
DINGBEARfNG WALLS __ _
N ON -LOA L
`
GUIDE
ETOWOODC
CONSTRUCTION N HIGH
R I H WIND AREAS
:,_
.1.
UNLESSACCOMPANIED
S : BY
1. - ,11
RED 0 I JOISTS TO BE DESIGNED BY THE SUPPLIER MANUFACTURER. SUBMIT
RED FLOOR 9. ALL
MANUFACTURE
1 10 MPH
,I
EXPOS
11
EXPOSURE.B WIND Z SNE
ONS T
OP R WINGS AN D CALCULAT1 THE ENGINEER PRIOR TO FABRICATION.
SH D A
TAB E ` 6.
L
TOP .
PLATE SP C
LIE
ACO P
M _LETE SET OF
.RAWINGS
. .:.
WORKING Q