HomeMy WebLinkAboutBLD-20-1467i
10
OP WELD 3/16" : LLE T'(3V1ti1, QF.Yr"lt5Ji..,,33•i'r'3
SHFILLET
3 •:,: 1
n 11 t ,
ALL AROUND, � .
_ A AR TYP. n P .
REVIEWED LI
E
I
Vc H
� ANCE. ERRO •S OR „
,,.:1.SS,ODIS 00 NOTREL E THE
APPLCO.vTF R I OF'AS BUILT"
I I MTHERCoPON
RESPONSIBILITY 0 A
0
COMPLIMCE.
f ATE.
l
1
ROOF FRAMING -OVER EXISTING
, D
'LAY .NEW _. I 4NGr1CiAL
111 2d SL RIM BOARD Tlmberstran L UNLESS NOTED OTHERWISE ________C _______cBUILDI
8
Q
3 4 X X12
a_
: For Information on lateral - ,
FRAMING NOTES.
refer to - -
da rr capacities -1 1 2' 1 1 2" -
o ba Strand.
LSL -. -... .,.
'
current Tfm r
L ALL FRAMING. LUMBER SHALL BE HEM—FIR GRADE N0. 2 OR S.P.F. SPRUCE PINE FlR GRFDE N0. AND 2 P , .
j 'rim. board .literature , ( ) 1 ,:fes"
�P'gg Jt
OR APPROVED -EQUAL UNLESS OTHERWISE SPECIFIED AND SHALL MEET THE REQUIREMENTS OF THE YC�IL. ��t 1
p, N
'<AMERICAN FOREST AND ER ASS
� N PAP ASSOCIATION. THE MINIMUM ALLOWABLE (BENDING STRESS (Fb) SHALL
0
BE 105 P.S.I.;THE :MINMU S0
MINIMUM ALLOWABLE. COMPRESSION N STRESS Fc SHALL BE 400 P.S.I. THE MINIMUM .-
ALLOWABLE MODULUS OF'ELASTICI E SHA_" B 0
TY O L. E 1,40 ,000 P.S.I.
" 2 ALL LVL!S TO BE BOISE CASCADE OR I —LEVEL WE US
... 13 4 crollam LVL may also A A YERHA ER VERSA LAM 3100F5 OR .APPROVED EQUAL
/ A-
be used as rim board
THE MINIMUM ALLOWABLE BEND( S SHALL B
_ 3
NG STRESS _(Fb) HA E 3100 P.S.I.ALL LVL POSTS TO BE VERSALAM I I _
A.3 :
1.7:2650 FB 1.8E P r I
O WALLS ARALLAM PSL- OR APPROVED. EQUAL:NISTALL LVL S IN ACCORDANCE WITH E
® EXTERIOR (CAL DETAIL EX ,
TYP I I
E
MANUFACTURER'S 8 S UC 0 S CERTIFIED
TUR R INSTRUCTIONS. TIN TOP. OF FOUNQATION AS BUILT
S RE UI
I .. I I 4 RED
3•
USE 3 4 TONGUE AND 9
N GROOVE.STRUCTURAL'GRADE 00
/ FIR PLYWOOD FLOOR SHEATHING, 5 8 EXTERIOR '
:' ; ' / BEFORE .FI
Backer block, Install. Ig p g (tight 1 2 ". r _ NAL INSPECTION
3 4 BASE
. Attach ,' :STRUCTURAL: GRADE FIR ". C:D.X. -PLYWOOD .ROOF SHEATHING AND 1 2 EXTERIOR STRUCTU /
to bottom flan a .with face mount hangers)._. ( ) / RAL GRADE I I
�, :-... -
-clinched .whenpossible.-.
O Od- 3
box nails - :.
with 1 1-':
C)FIR C:D.X. AT WALLS, ALL JOINTS S L B OC U 0 i I
': ( ) HAL BE KED WITH LUMBER R OTHER APPROVED SUPPORTS.
n
G
4.' PROVIDE SOLID BLOCKING0 0
1/4r
LEVELING
BETWEEN,FLOOR R J (STS AND/OR DOUBLE ALL JOISTS UNDER EACH( R
' PARTITION.
. .... ... .3 ...GRD _ ... ....
> .r 5. USE 4 UT
-
E FULLY NAILED M C CO .. .. . 1 1.. . . , . .. . ;.: ..:..
METAL CONNECTORS 7E SIMPSON OR.EQUAL ,401ST OR BEAM HAN4ERS WHEN - ... .... -. .. 1.. .... .. .... ,.. .• :.. ..
JOISTS OR BEAMS (? -..... ,_ .
FRAME' INTO OTHER JOISTS OR BEAMS; PROVIDE METAL POST CAPS AND (BASES FOR
.,1_ ,1.•. .,
ALP STS
6. FOR LVL BEAMS OR HEADERS PROVIDESOLID 4X4 L NI 0DOUBLES
VL MINIMUM POST SUPPORTS FOR AND ,....... .:.. -1.1 • .. • ..:... . . .. ..... . . .. .... . ...
SOLID :4X6 OR 6X6 !VL MINIMUM POSTS FOR IP 13EAMS 1 „
T TRIPLE AM OR HEADERS 0 AS OTHERWISE
R SPECIFIED
ON THE PLAN. '• ", _:.. ,.. „
S
- Nall with 1D-104- 3
..-...:.... ... ...., .. ATM A307 ALL THREAD ROD
block. N
Filler ( )
..., -.11, ..... ..1. _, ... ,. ,.
. _ .. 1 ,, 3 4X2. W DOUBLE NUT & AS
7. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING 00 .. .. 1 ... .. WASHER
box nails clinched. when'. possible. H L S PPOR7IN WOOD FRAMING MEMBERS USING ,.... .. ,.. ,...... / /
- .box .Halls from = o 550 joists. '
..use 1 1 ( / ) C AMERICAN PLYWOOD .ASSOCIATION: A.P.A. GLUED FLOOR. SYSTEM. WOOD GLUE TO BE CONTECH INC. 11 . ... ....... .. ,
t JI Pr
each side h T
PL400 SUBFL00 CONSTRUCTION ,.
R TRUCT ON `ADHESIVE; OR APPROVED EQUAL. '
..• .... .. veto-, i.:::•seaq,:... .. ,,.,. :.' :.-.
I9e backer
hangers, With to flange
Pv
1
' 8. BUILT—UP BEAMS 3 PLY MAXIMUM SING CONVENTIONAL 0
- block required only when hanger ' S ( ) U Nil NAL FRAMING LUMBER SHALL BE FULLII SPIKED
load exceeds 250 pounds
TOGETHER WITH 2-10D NAILS AT 12" O.0 LVL BEAMS 4 PLY MAXIMUM TO BE THRU—BOLTED WITH 1 2
A.3
INCH DIAMETER THRU—BOLTS OR EQUIVALENT <POWER SCREWS STAGGERED TOP AND OTTOM �' '•'
A.3T B AT 16
TYPICAL DETAIL ® INTERSECTION OF O.C. OR OTHERWISE REQUIRED BY THE MANUFACTURER.'
.
DOUBLE MEMBERS
rnrn
-, V1
9. ALL MANUFACTURERED.FLOOR I JOISTS TO BE DESIGNED BY THE SUPPLIER/MANUFACTURER. SUBMIT _
Mlerollam- LVL Parallam- PSL -SHOP :DRAWINGS AND CALCULATIONS TO THE ENGINEER PRIOR. TO FABRICATION. ` -
or TlmberStrand LSL C13), .TYP. BASE PLATE DETAILS SCALE 171/2" = 1'-0"
o
op flange
hanger
Face mount
hanger -
coFCS'
6.5.1 2 W
00
Web stiffeners are required
:
If the .sides :of the h ng i /
O
e J
'.th T I -
`terall support
not Ia Y
Dist _to flange and per current
MacMillan literature -
TYPICAL
- True Joist M
DETAIL OF FLUSH FRAME
E
AT MICROLLAM
i
1
1
I
ROOFFRAMING ,
1 1 1
adbearin ,or shear wall above '- _
PROVIDE 5 REBARS RS I�
_1 P
, 1 1
_ 13... below cI 1
' 1
I�
must etack'aV r wall ) I GUNLESS SS OTED OTHERWISE I I �'
• I I
(ALL ROOF FRAMING HALL BE 2X10 ®18 O.C.O:C. N E N : ,
I 12 O.C. VERT IN MAIN I I
1 BLOCK FIRST 2 BAYS , ,
" FOUNDATION WALLS TO TIE ;
®4 —0 O.0 tvAX TYP.
Blocking panel
- --1 - ' - IN TO FROST WALLS. TYP. I 1 ^
CONNECTION WHERE POUR
1 IS NOT CON I ; A ^I
A.3 14
NEW
N I I
s ! 6 CRAWL SP 1
3& A ACE ,
' I A.5` I
19 -8
s required , i
Web stiffener r - -
.each side at B1 W �.-
DETAIL ®LOAD
------------
TYPICALI --- --- ---- ------------- ------- --------
------------
BEARING WALLS
- --------- I I I I
` � CONTRACTOR SHALL ADJUST TOP I
- ---- - - { ; ; OF WALL HEIGHT TO ENSURE 1
'
------------ BLOCK FIRST 2 BAYS 1 1 1 { {
THAT NEW FINISH FLOOR ALIGNS f
------------
TYPICAL
® 4'-0 O.0 MAX, TYP. { I 1 I WITH EXISTING, I I
i I - I
1 1 I I
12
.TYPICAL LVL GLUCAN BOLTING/NAILING 1 1 1 CONTRACTOR SHALL TAKE CARE NOT I..
1 I ,d,•5 TO UNDERMINE EXISTING FOOTINGS
- " 1 1 L.
MULTI 1 3 4:BEAMS.. I ,�.
, o DURING EXCAVATION
GARAGE SLAB
g g Q 1 1 1 1 g g B.
2 PIECES 0-4' 2 ROWS OF ISO NNIS O 12. O.C. 1 , 1 , . -
3 A.3 .3 A.3 A:3 I I PITCH 1/8- PER FOOT
{ { I I I { / I 1 A:3
TOWARDS DOORS.
1 ;
z BACKFILL W CLEAN I i`
' COMPACTED FILL
{ { 1 13 I - I Q
x' { { { ' ❑ ' ❑ -' 1
A.0 1 .. ;
GARAGE'& OTHER FILLED FOUNDATIONS. m
` I 10" W/2@#5 TOP & BOTTOM BAR. I a
i
i { i { �� i I i Jt n ,t -
E O-4 0 1 2 OIAIA BOLTS O 12 O.C. . i.
3 PIECES ROWS OF /
.• REST FOUNDATION ON 20"X10' STRIP FOOTING.` I I •
"{ PROVIDE 2C�#5 HORIZ: BARS CONT. IN STRIP I
FOOTING W KEYWAY.. LAPTOP 5 BARS TO I I
2• I
MAIN, WALL BARS. PROVIDE TRANSITION I i
REINFORCING W/#5 HORIZ BARS SPACED
z { { { I I {
VERT. ® 12 O.C. PROVIDE 5/8"X16-
BOLTS ®4'-0" D.C. MAX. 1
ANCHOR
, I 0
o
PIECES D-4• x ROWS OF 1/2• DIAM BOLTS o 1x• O.a I I I I ; ; ; i� I I DROP TOP OF WALL
.12" AT . DOOR OPENINGS I I „-
-- -- ---'
z 1 I I I
MULTI 3 1/2",BEAMS....
---------------------------------------------------------------------------
2 PIECES D-4• 2 ROWS OF 1/2' DIAM BOLTS O 12' O.C. ___ ___ __________ ------------______________ ________ _________
9'-6" 21-6,n 90_6,1. 2,-3"
26'-0"
I
•
--- y ----
FIRST FLOOR FRA L2 • to /brie
SECOND FLOOR FRAMING MING FOUNDATION PLAN... ��
" n
ILESS NOTED OTHERWISE. ALL 2nd FLOOR FRAMING SHALL BE 9.5 ENGINEERED FZOOR JOISTS ®16 O.C. UNLESS NOTE
ALL 2nd FLOOR FRAf>;ING SHALL BE 9.5 ENGINEERED FLOOR JOISTS � 16 O.C. UN N 6 OTHERWISE
L
w /W
,
IL 771=7
arc h� t S
architects i fe6errord e'
n sl Hers builders
s
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS 02664
tel (508) 362 - 8883
(508) 760 - 2800
fax (508) 760 - 5800
WWW.ERTARCHITECTS.COM
RENO VATIONS
AT
2�
BLUE
ROCK
ROAD
SOUTH
TH
YAR MOUTH,
PROJECT # 100319
C
O
2019 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF THE IDEAS ARRANGEMENTS, DESIGNS, AND
'. PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC: NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, ING
REGISTRATION
REVISIONS
DATE: REVISIONS: `
ISSUED FOR: ESTIMATING
DATE: 07.16.2019
PROJECT TRUE
SCALE:" 1/4"=1'-0"
UNLESS OTHERWISE NOTED.
SHEET NO.
AO
TOTAL NUMBER OF SHEETS
IN SET:
`THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
.WORKING DRAWINGS -
i
j
archt. is
architects inferior designers builders
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664 '
Tel 15081 362 - 8883
15081 760 - 2800
fax 15081 760 - 5800
WW W.ERTARCHITECTS.COM
0c
2019 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC, NO PART THEREOF SHALL
BE UTILIZED. BY ANY PERSON, FIRM. OR CORPORATION
FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
REVISIONS
DATE: ,'` REVISIONS:
ISSUED FOR: ESTIMATING
DATE: 07.16.2019
to
PITCH SLAB 1/8" PER. FT
TOWARDS DOORS
�------------- PROVI�E 1 LAYEf'5i8-----------
TYPF N" FIRFCODE GWB
SCALE: 1/4"=1'-0"
0 1 2 .' 4 8
UNLESS OTHERWISE NOTED.
SHEET NO.
TOTAL NUMBER OF SHEETS
IN SET:
NUMBER
.
Z
1HISSHEETINVALID
.UNI COMPI.OE7EPSETEOF Y
WORKING DRAWINGS
I
-.._... .... 1X4 DOOR WINDOW TRIM
I I
I_ 1 .. .....-.. L:1..
WC SHINGLES
2446
Nl� 1X5 X8 CORNER BOARDS
NEW LOFT
Illi:_ —ix4 DOOR/WINDOW TRIM
❑ ❑ ❑ ❑I ® _IIr ::rl❑ ❑ ❑::; I IL. ! 11. Ii I ❑ ❑ ❑.'II II! I
li �r 1 1 J1 I] I
I 7J I I I - IJ 1 I Ili �- ] L 111. I III I ....I —WC SHINGLES
n r l I. T` r-11,01 1 1 I t I (� I I
❑ z4a6 zaa6 I r' I i 1 2446 - III I. I .I i I L.: f :244:6] I I , I -1X5/1X6 CORNER BOARDS
,11.11 . I -L JI I ILI.
REVISIONS
DATE: REVISIONS:
Y b L /A �V
:.r i�
-i..`,] .24570 -h[� -- _
24310
❑ ❑alL
� U U U
L. l U
v C. �/>
L'I=! _II JI..: I I 1
I.;:J I.I. IL L: I II I ,
.:J I: ,I. 11.1.,:1.1.1.:..11, 1 I 'f L,:.: 11
I , 1 .: III ,: 1 1 .. ' 111
U
v
' . TO NEW ROOF. ` LA ILNU: UHIMNtT Uhf ...
,i _.� L-! , :::- .. I . :. ... .:_
-_ _ , - 1 .. _ :. :1 , __..x.:.... 1
FRAMING OPTION
PROPOSE .ROOF. FR MI
5AS
NECESSARY
SCAlE 1-1/2"-
LA
_... I
NEW LOFT
Illi:_ —ix4 DOOR/WINDOW TRIM
❑ ❑ ❑ ❑I ® _IIr ::rl❑ ❑ ❑::; I IL. ! 11. Ii I ❑ ❑ ❑.'II II! I
li �r 1 1 J1 I] I
I 7J I I I - IJ 1 I Ili �- ] L 111. I III I ....I —WC SHINGLES
n r l I. T` r-11,01 1 1 I t I (� I I
❑ z4a6 zaa6 I r' I i 1 2446 - III I. I .I i I L.: f :244:6] I I , I -1X5/1X6 CORNER BOARDS
,11.11 . I -L JI I ILI.
REVISIONS
DATE: REVISIONS:
I 1 r
J—
�1j
:.r i�
-i..`,] .24570 -h[� -- _
24310
❑ ❑alL
r-
__ .: _ .24310
_.. _
1
L'I=! _II JI..: I I 1
I.;:J I.I. IL L: I II I ,
.:J I: ,I. 11.1.,:1.1.1.:..11, 1 I 'f L,:.: 11
I , 1 .: III ,: 1 1 .. ' 111
NEW LOFT
Illi:_ —ix4 DOOR/WINDOW TRIM
❑ ❑ ❑ ❑I ® _IIr ::rl❑ ❑ ❑::; I IL. ! 11. Ii I ❑ ❑ ❑.'II II! I
li �r 1 1 J1 I] I
I 7J I I I - IJ 1 I Ili �- ] L 111. I III I ....I —WC SHINGLES
n r l I. T` r-11,01 1 1 I t I (� I I
❑ z4a6 zaa6 I r' I i 1 2446 - III I. I .I i I L.: f :244:6] I I , I -1X5/1X6 CORNER BOARDS
,11.11 . I -L JI I ILI.
REVISIONS
DATE: REVISIONS:
ISSUED FOR: ESTIMATING
DATE: )7.16.2019
NEW GARAGE SLAB
INSULATED
Tt-IERMATRU 1N .,
FIRFRGLASS DOOR 0HJ
NEW EXISTING
II'I I
11
I
arch s
t
_f ce�h,� rcrr.e,
�
�L�.
�
.:24310
�J-
�1��
T
CO TINUOUS RIDGE VENT
N .. 1 I i
I
L�—� �
�7Jrl
ROOF OVERLAY
,
AT
206
BLUE
ROCK
ROAD
..SOUTH
YARMOUTH,
PROJECT ,# 100319
A
0c
2019 ERT ARCHITECTS, INC. THE DRAWINGS AND
.ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC, NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
REGISTRATION
REVISIONS
DATE: REVISIONS:
ASPHALT
r -
ISSUED FOR: ESTIMATING
_..
.1 _.
_,.J_
-. J -._..._I .__L.__ -_._L-
I I
0 1 2 4 g
UNLESS OTHERWISE NOTED.
SHEET. NO.
I
Al
f
TOTAL NUMBER, OF SHEETS
IN SET:..
;THIS SHEET` INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS'
I'�{�II
� .1..,,:..".
,._. :1
._.. ,_...I. JJ ---J-
.-. �
-..
_ .
.-._J__�1l --._ , i 1
". _.I ., . ,. ..!:.a..
1 11
CntJTRer7nR 'in FIFIn vFRIFv T1NAT -
NEW GARAGE SLAB
INSULATED
Tt-IERMATRU 1N .,
FIRFRGLASS DOOR 0HJ
II'I I
11
I
arch s
t
_f ce�h,� rcrr.e,
�
�L�.
�
.:24310
�J-
�1��
T
fax (508J 760 -5800
■
�7Jrl
I,J
IIIA 1 1 .. I LI I 1 1 _I 1 1 1 L-
f i I' Ili L 1 1711 1 11 T I1 I IL ILG T� T E -Il-1
III -:11 I II1111 I 1JI ILII ��1 I r
J I -III 1 I 1-1- 1 I I ,. l ��I I I_ I �r 11 I I I
,. it r 'h ZrIII _LLT f III .!I I f'Il;I T
NEW GARAGE SLAB
INSULATED
Tt-IERMATRU 1N .,
FIRFRGLASS DOOR 0HJ
II
DECK POST FRAMING IS CONCEPTUAL.
LACE 0 POSTS IN FRONT OF OFFICE
I
pp �� (
WINODINS OR ON TOP. OF: EXISTING
SEPTIC TANK. SPACE AS DICTATE
CONDITIONS
I TATE I I
arch s
t
_f ce�h,� rcrr.e,
lalLopoi
299 W AT
WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664
II
DECK POST FRAMING IS CONCEPTUAL.
LACE 0 POSTS IN FRONT OF OFFICE
I
pp �� (
WINODINS OR ON TOP. OF: EXISTING
SEPTIC TANK. SPACE AS DICTATE
CONDITIONS
I TATE I I
arch s
t
_f ce�h,� rcrr.e,
archffects interior designers builders
ders
299 W AT
WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664
Tel I508I 362 - 8883
I508I 760 - 2800
fax (508J 760 -5800
W W W,ERTARCHITECTS.COM
RENOVATIONS
AT
206
BLUE
ROCK
ROAD
..SOUTH
YARMOUTH,
PROJECT ,# 100319
0c
2019 ERT ARCHITECTS, INC. THE DRAWINGS AND
.ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC, NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
REGISTRATION
REVISIONS
DATE: REVISIONS:
ISSUED FOR: ESTIMATING
DATE: . 07.16.2019
PROJECT TRUE
SCALE: 1/4"=1'=0"
I I
0 1 2 4 g
UNLESS OTHERWISE NOTED.
SHEET. NO.
A.3
TOTAL NUMBER, OF SHEETS
IN SET:..
;THIS SHEET` INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS'
TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES
WALL HEIGHT (FT.)
2 GENERAL NAILING SCHEDULE
UPLIFT
LB
( )
8
— S O `
TABLE 9. -WALL OPENINGS NGS _ HEADERS IN LOADBEARING WALL '& N N—LOADBEARING WALLS
TABLE
"
ON '
JOINT DESCRIPTION
- -
__ _,
NUMBER OF
CG 0 NAILS
MM N_.
NUMBER OF
80 X NAILS
NAIL 'SPACING
6 COM 01 IN r ENDNAILED
PLATE=TO—STUD — NO:, :OF .1 D M ( )
12" O.0
E UIREMENTS AT EACH .END .OF HEADER.
R Q.
MINIMUM HEADER NUMBER OF
N R
00 FRAMING ROOF
2-
2
.2
2
2
DE SPAN FT.
HEADER
SIZE UPLIFT LB. LATERAL (LB.)
FULL—HEIGHT STUDS
_
GTO RAFTER TOE NAILED .
BLOCKING ( _ ))
D ILED
AFT ER EN NA
D T O R `,
RIM' BOAR ( )
2-8D
_
- 2 161)
2-1101)
6
3 1 1)
EACH END
END
` +EACH N
2'
2
Po n
- S_ N LOADBEARING WALLS
; HEADER I
1N8 II
'
WALL FR AMENG
2
„
24 O.0 °'
253
2'
2
2, 2 2X4 1 ' 277 3
het h
'�
S(FACE—NAILED)
OP PLATE S A T INTERSECTIONS SE TI
STUD F ACE NAILED
STU _
(( ER (FACE— N AILED) D
DER TO HEA )
HEA (
-
4 .161)
6
2 1 D
_: 161)
—
5 1fiD
2 161)
-161)
AT. JOINTS <
�'„ 4 oc
16 O.C.`ALONG EDGES
NP
NP
3 "2-2X4 2 ' 416 198
6 '
—X 2: .554 2 4
4: 2 2 4
I
_ 3: 693 330 :
5 2-2X4 ,
.
G -
MIN -
FLOOR FRAMING
4
6
7
8
10
_ 396
6, 2 2 X6 3 831
_
— ED
GIRDER T OE NAIL
O IR
0 PLATE R )
L TOP (
J01 ST TO SILL,
G 0 JOIST T OE .NAILED)
E3 L OCKIN T (( 0 P _ A[LED
LATE TOE N
O SILL OR T P )
BLOCKING T ( -
F CE NAILED
E A
GRD R
OR I
LEDGER STRIP TO BEAM )
-
M(TOE—NAILED)
JOIST ON LEDGER ER TO BEA,
D A TLE D )
E N
-IST N
BAN D JOTS T T O JO _ .NAI LED
0 PLA. TE TOE
0 TOP )
SL R
AND JOIST TO SILL B
`
4 81)
' _ 81)
2
< 3 1 D
6
3 161) :
3 81)
3 1 6 D
2 161)
_
4,10D
0
2 1 D
_
4 1 61)
4 161)
3 OD
1
_4 _ .161)
3 1 61)
PER ' JOIST
:EACH END .,
C
EACH BLOCK
EA C JOIST
H ,
PER JO IST
JOIST ,
PER J
PER OOT '
P
r,
„
NP
_ ,
970 4 62 "
'. 3 2
2 2X 8 1
_ Max.
2X 3 1108 528
2 12 ,
$ , ,
_ 59 4 total
9; 3 1 247
3 2X10` _
_ 4' 1 `31135 660 : wall
.. 3 .2X12,:-
10 •
height
_ T2s g
11 4 2x1 0 4 1 524
•
SHEATHING c
ROOF SH
6
7
8
10.'
12
, -
1 �
— 00 SILL PLATES< ,
G W LL5 AND -WIN W
0 A
HEADERS INN N
PANELS '
STRUCTURAL P
WOOD ,. 't
AFTERS OR TRUSSES SPACED UP TO 16 O.C.(
R „
OR TRUSSES SPACED OVER 16 D.C.1)
RAFTERS 0
OVERHANG
S O GABLE OV
GABLE LE EN DW ALL RAKE OR RAKE TR US W / STRUCTURAL LOOKERS
RAKE. TR USS :W RAL OUT
RAKE OR /
GABLE ENDWALL R
SS LOOKOUT BLOCKS
RAKE OR RAKE TRU W
GABLE END WALL /
SD
81)
81)
81)
101)
101)
10 D
1x1)
101)
6 EDGE 6 F HELD.
/ -
4 EDGE / 4„ FIELD
„ 6 FIELD
6 EDGE / „
, , 6 FIELD
s ,, EDGE / „ FI
4 EDGE 4 FIELD
/
32 =
- UNLESS. OTHERWISE NOTED. -
.LOADBEARIN
_ ' (FLAT) 1 :` 60 132
_1 2X4 F A 1
2 0
- 0 19$ �
3' 1 2X4 FLAT 2 9 Max.
-(FLAT)
-
_ 26 Ile
4` 1 2X4 (FLAT) 2 120 4 �
5: 1 2X4 FLAT 3 150 330
. "
_
CEILING :SHEATHIN G."
SHEET NO.
A. 4
,
3° 396 `
—
WALLBOARD
U WAL
GYPSUM
5 COOLERS
b CO
—
„ ,�
7 EDGE 10 FIELD
/
_. .180
6 1 ..2X6 FLAT
— T 3 210 462 '
1 2X6, (FLAT) )
8 1-2X6 (FLAT)3 240 528:
2 2X6 FLAT 3 270 594
9 (FLAT)
WALL SHEATHING
WOOD STRUCTURAL PANELS
I 6
300 6 0
..
„
STUDS SPACED UP TO 24 O.C.
„ _ `
1/2" AND 25/32. FIBERBOARD PANELS
/
a1)
1
a1)
101)
-
., ,.
6 EDGE 1 2 FIELD
/
- „
G 6 .FIELD
3 . EDGE
10 2 2X 6(FLAT)_ 4
11` 2-2X6 (FLAT) 4: 330 726 ,
12 2-2X6 FLAT 5 360 792
,,
1/2" GYPSUM WALLBOARD
/ '
b`
5COOLERS
7 EDGE / 10 FIELD
1 ' S
FOR NON .LOADING. BEARING WALLS AND WINDOW SILL PLATES,
FLOOR SHEATHING
2=2X4 (FLAT) CAN BE SUBSTITUTED FOR 1-2X6 (FLAT) -
WOOD STRUCTURAL PAN ELS i
1" ,OR LESS
81)
10D
6" EDGE / 12" FIELD
— 'ASSOCIATION,
* ABLE TAKEN. FROM AMERICAN FOREST PAPER
T
AMERICAN WOOD COUNCIL, 110
GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS,
,�
AN 1 '' _
GREATER THAN
101)
161)
6 EDGE./ 6 FIELD
E
110,MPH EXPOSURE` B WIND ZONE,
- 0 D ARI G WALLS &
.`TABLE 9. WALL OPENINGS HEADERS L A BE N
NON—LOADINGBEARING WALLS-
1 111 GAGE ROOFING NAILS.AND 16 GAGE STAPLES ARE
'CORROSION RESISTANT CORR
PERMITTED, CHECK IBC FOR
ADDITIONAL REQUIREMENTS.
0
-A E COMMON
OR AILS R
SIZES GIVEN F N
_ S
SATED
NAILS UNLESS OTHERWISE T
DIAMETER AND EQUAL': OR GREATER LENGTH TO THE .SPECIFIED COMMON NAILS
I D PNEUMATICNA
WIRE BOX AN
E SIZES.
MAY BE SUBSTITUTED UNLESS
ILS OF EQUIVALENT
OTHERWISE PROHIBITED..
* TABLE TAKEN FROM: AMERICAN FOREST &PAPER ASSOCIATION AMERICA
G ND AREAS
_- WOOD CONSTRUCTION IN HIGH WI
UID 0
GUIDE T
N W CIL 110,
WOOD COUNCIL,
1 0 MPH EXPOSURE B WIND
1
,
=ZONE,
TABLE 2. GENERAL NAILING SCHEDULE
TABLE 6. TOP PLATE SPLICE
TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES
BUILDING DIMENSION OF WALL CONTAINING TOP PLATE SPLICE (FT.)
WALL HEIGHT (FT.)
STUD SPACING
UPLIFT
LB
( )
8
10
12
14
16
18
20
6 COM 01 IN r ENDNAILED
PLATE=TO—STUD — NO:, :OF .1 D M ( )
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
BUILDING DIMENSION OF WALL CONTAINING TOP PLATE SPLICE (FT.)
SPLICE LENGTH
(FT.) `
12
16
20
24
28
32
36
40
50
80
70
so.
NUMBER OF 16D COMMON -NAILS PER
EACH SIDE OF SPLICE
2
4
6
8
8,
NP
NP
NP
NO
NP-
NP
NP
NP
4
4
6
7
8
10
12
14
16
NP
NP
NP
NP'
6
4
6
7
8
10
12
14
16
20
24
rN
NP
4
6
7
8
10.'
12
14
16'
20
24'
32 =
NP= NOT PERMITTED
;. pya 'L.. ....yy ___.• Mlp„I1M�n.,YWYM#.
OVER CONCRETE OR
MASONRY BLOCK
FOUNDATION
Outside Elevation
Ou
Side Elevation
(two braced wall
segments)
Extent
of header t
g )
• - Min. 1000 Ib
tension stra ,.
' wall segment
.
n
aced strap
l. of header
one braced Extent
(
9 )
a Strapshall be
Y centered at
bottom of
t,
header.
r,
u
n
- Sheathin
Min. 3 .:x,11 .114
net header' g
filler if needed
e
Top late
Header- shall b 6 'nker
ead 1 d sl
o pp ,
00 0
to the
continuity Is -
stened nails In 2 -rows
fa n I
00 0
1
Y
with required ed er
ekin stud wl 3 O.C.
p
x q @
g
m
0
c�'
ker nails
R602.3.2
6-161) .�In
y..
0
rn Structural
Wood. Struct r
1000 !b header -
panel ' tam
M
inlet
anel must be
ed -
jack -stud strap be center
a_ a. p Q
cn 1 _ - _ continuous fr m
• stalled
header and In
t bottomi of h
topof wall to
backside as shown on
o a on b��c .
bottom of wall
,
side elevation
ht - - o' from to of
0o e,
2
r
p
e o
wall top ermitted
s ed width
to 1
8 fins h
2 ..
o,
(
' : splice area '
o p
3 '
O
with.
'
Braced wall line
o,M'n. number of
' n`
tinu
ous sheathing Full-length
t
h
In studs'.: ;
k
a o
studs shown g
N
a = jack studs - - -
No. o f
"y
Full
-lengthth
y 38,
min.
table R502.5 1 &2 thickin stud kness
wood
p
L
structural panel
sheathing
2
Anchor bolts p er
R403.1.6 required
Foundation per code
N
ot to scale
d 3 'n o.c i all framing
'd pattern a
s shown an I n
r with 8d common nails in 3 in. rl g
1 Fasten sheathing t0 I'neade grid p
0
9
(studsand sills) t
yp 0)
occur
.—
within
panel edges shall occur over and be Walled to common blocking and
2 For a panel splice, (If needed), p g�
Iln. of w" 11 height. One row of 3 in. o.c. nailln is required at each panel edge.
within the middle 24. a 9 g q .
0
8height._
• 6 in. min. for ft,
sed on: 6:1 he! ht -to width ratio. For -example: 1
3 Min. length. ba g
O
N'.
W
IN
W :
.A O
Ll
PLAN VIEW W/ PINS - ELEVATION WI PINS
_ POSTORSEAM �..
WEIGHT 96 LBS. (CONCRETE ALONE) Simpson ABU
14[ INCHES SQUARE AT MIDPOINT POST BRACKET '' f
141 INCHES HIGH — PIN CAPS ■ ■
BRACKET SEAT 5.5" SQUARE - -
GRADE Omwst recommended)
'1.5" NOM- DIAMETER GALVANIZED PIPE EXISTING SOILS
.
DOTE; LENGTH VARIES WITH SOIL CONDITIONS.. .�
- SEE MANUFACTURER'S CAPACITY GUIDELINES
DIAMOND PIER DP -50
i
TYPICAL ELEVATION WITH POST AND BRACKET
..� ,
C tis,
D[c' ects interior designers builders
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS 02664
tel(508) 362-8883
( I
(5081 760 - 2800 `
fax (5081 760 - 5800 '
W WW.ERTARCHITECTS.COM
RENOVATIONS
AT
206,
BLUE
ROCK
ROAD
U
.riO H
Y ARMOO�TH
MA
PROJECT # 100319
2018 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
- PLANS*INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT -WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
REGISTRATION
REVISIONS
DATE: REVISIONS:
ISSUED FOR: ESTIMATING
DATE: ' 07.16.2019
PROJECT- TRUE
SCALE: 1/4"=1'-0"
- UNLESS. OTHERWISE NOTED. -
SHEET NO.
A. 4
TOTAL NUMBER OF SHEETS
IN SET:
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
- ..WORKING DRAWNGS
TOTAL NUMBER OF SHEETS"
IN SET:
X.
THIS SHEET INVALID
UNLESS ACCOMPANIEO BY
A COMPLETE SET OF
WORKING DRAWINGS
archJJ/J i/s
architects interiordesignersbuilder
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664
tel (508( 362 - 8883
(508).760 - 2800
fax (508) 760 - 5800
W WW.ERTARCHITECTS.COM
RENOVATIONS
206
BLUE
ROCK
ROAD
SOUTH`
YARMOUTH,
PROJECT # 100319
@2019 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON. FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC,
REGISTRATION
REVISIONS
DATE: REVISIONS:
ISSUED FOR; ESTIMATING
DATE: `07.16.2019
PROJECT TRUE
SCALE: 1/4"=1'-0"
�R
0 j 2 4 _ g
UNLESS OTHERWISE NOTED.
SHEET NO.
EX 1.
TOTAL NUMBER.OF SHEETS
IN SET:
�X
UNLESS ACCOMPANIED BY
�•.THIS SHEET INVALID
A COMPLETE SET OF
WORIQNG DRAWINGS
f
arch is
q f'e• u;AT��Sirce
archifecls''interior designers builders
I
I
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664 "
161(508).362 -8883
" (508) 760 - 2800
fax 15081 160 - 5800
WWW.ERTARCHlTECTS.COM
RENO VATTTIONS
i
2.06
BLUE
R O.0 K
ROAD
SOUTH
YARMA TH,
PROJECT # 100319
-2019 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
PIANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF.ERT ARCHITECTS, INC. NO PART THEREOF SHALL
BE UTILIZEDBYANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT. WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
REGISTRATION
REVISIONS
DATE: REVISIONS:
ISSUED FOR: ESTIMATING
DATE: 07.16,2019'
PROJECT TRUE
SCALE:, 1/4"-V-0"
0 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET NO.
EK2
TOTAL NUMBER OF SHEETS
IN SET.
X
THIS SHEET INVALID
UNLESS ACCOMPANIED BY.
A COMPLETE SET OF
WORKING DRAWINGS
l _
j GENERAL NOTES CONCRETE. NOTES WOOD FRAMING NOTES
1. ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION ��
_ L I N OF THE AFPA NATIONAL DESIGN SPEC IFICATION FOR WOOD CONSTRUCTION" (NDS), AND SUPPLEMENT
CONCRETE MIXTURE FORM WORK DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS C ( I.
`1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL MECHANICAL ELECTRICAL AND PLUMBING - Q OF 1 301 „ „
5 e
�
O
DESIGN VALUES RU
UES FOR WOOD CONSTRUCTION", LATEST EDITION. MAXIMUM MOISTURE CONTENT SHA
LATEST EDITION UNLESS OTHERWISE NOTED. LL BE 19/.
SPECIFICATIONS; INCLUDING THE FOLLOWING GOVERNING STANDARDS. ( ),
i�
4j
r
structural design
-
2. PRESSURE TREATED WOOD MEMBERS USED FOR P
PLACEMENT AGAINST CONCRETE OR MASONRY ILL
(SILLS, PLATES ETC, SHALL 8E PRESSURE R SSURE TRE
C 2. CONCRETE MATERIAL ( TREATED WITH AC
A. THE MASSACHUSETTS STATE BUILDING CODE 9TH EDITION FOR ONE AND TWO FAMILY DWELLINGS AND ALL OTHER S SHALL BE. TYPE 1 OR 2 PORTLAND CEMENT, SAND AND GRAVEL AGGREGATES. CONCRETE SHALL ) Q
( )
ingenuity
a' ' tY
g
.+
PRESERVATIVE OR APPROVED EQUAL, TO MINIMUM
BE A _ Q RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3.
AGENCIES HAVING JURISDICTION. IR ENTRAINED PER ACI RECOMMENDATIONS: CONCRETE COMPRESSIVE STRENGTH, F C IN 28 DAYS WHEN TESTED IN
ACCORDANCE WITH ACI 318 -LATEST - -
LA EST EDITION SHALL BE AS FOLLOWS. ALL CONCRETE WORK 3,000 PSI.
3: ALL EXPOSED WOOD MEMBERS USED FOR T
'" �? M M ERS U STRUCTURAL FRAMING DECKING STAIRS, RS RAILS BRACING, ETC: SHALL BE PRESSURE TREATED
_ ` WITH ACQ PRESERVATIVE, OR
' B. ACI" "BUILDINGREQUIREMENTS f R REINFORCED CONCRETE." RETE. ACI 318 LATEST EDITION
C 0 0 C ( )
111 house,rc
9
APPROVED EQUAL, TO MINIMUM DETENTION OF 0.6 P F I
3: THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS FOOTINGS PIERS ETC. SHALL BE 4 . THE MAXIMUM Q C N ACCORDANCE WITH AWPA C3.
,_ X MUM
r.o.eoxtaz
„
CO NON -
EXPOSED SLUMP FOR SLABS SHALL BE 3 : EXCEPT F 0 ED
F C E NATIONAL I IF WOOD CONSTRUCTION NDS LATEST EDITION. OR"NDN EXP 5 INTERIOR CONCRETE SLABS ON GRADE AND
C. TH AT ONALDES GN SPECIFICATION FOR 0 CO (NDS),
Mnsrtae E, MA 02649
4. ALL CONNECTORS,.CONNECTIONS FASTENERS ETC. USED P
a' oTO RESSUETREATEDLUMBE
' _Q R SHALL BE TRIPLE ZINC COATED HOT DIPPED GALVANIZED
INTERIOR DECK SLABS. ALL CONCRETE BE AIR ENTRAINED TO 5/ + 1/
(/ )
.OR
- STAINLESS LESS STEEL
2, THE D PO SHORING A RACING AND MAKE SAFE ALL FLOORS, ROOFS WALLS AND
H CONTRACTOR SHALL PROVIDE TEMPORARY RIN AND A F A
hone: 508-221-2980
web: www.in house.net
g
4. ALL MIXING' TRANSPORTING PLACING AND G N CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE W
' ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. WITH THE
1 Q
5. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM IM M GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED
M BY A RECOGNIZED
RECOMMENDATIONS OF CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS D GUIDELINES.
%AN
GRADING AGENCY AND SHALL BE KILN DRY.
--3. ALL CONSTRUCTION IS TO CONFORM TO 7H MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND
E C
ALL WOOD WALL FRAMING STUDS SILLS PLATES BRIDGING, BL
G BLOCKING ETC. SHALL BE 2x6 SPF#2 OR VERSA STUD 1.7 26
( 50 AS MANUFACTURED BY BOISE
5: NOSLAB-ON-GRADECASCADE.
' DESIGN STANDARDS. ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS INFILLS HAVE DESIGNED FOR BUOYANCY UPLIFT FORCES DUE TO GROUNDWATER OR -
SEAL.
_ _
VERS OLUMNS SHALL V MINIMUM ALLOWABLE -
A C HA HAVE A M A WA LE FIBER BENDING STRESS Fb 2 750 PSI AND MINIMUM AXIAL O _
RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. FLOODING. COMPRESSIVE STRENGTH Fc 3,000 PSI, AND MINIMUM
Q
F _ D00 '
MODULUS 0 ELASTICITY /E 1,800, PSI SIZE OF STUDS AND COLUMNS PER PLAN SPECIFICATIONS.
6. ALL GROUT SHALL BE NON -SHRINK K AND NON-METALLIC WITH A MINIMUM M COMPRESSIVE STRENGTH 4. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULE_. AND STANDARDS FOR R NGTH OF 5,000 P51. THE
Z HO A
d'
6: LUMBER WHICH IS SPLIT CRACKED NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL B E IMMEDIATELY. REJECTED AND N
'. MAXIMUM, APPLICATION THICKNESS 0 , OT ALLOWED FOR RUSE UNLESS
MATERIALS TESTS AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THEM MASSACHUSETTS BUILDING ESS F GROUT UNDER COLUMN BASES SHALL BE 1
,tt
�
'_.CODE. OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.
� LARSJENSEN a
:
. REINFORCING STEEL HALL 6
7 G 5 E NEW DEFORMED BARS CONFORMING TO ASTM A615 R DE
G A 60, EXCEPT WHERE NOTED.
8 �n
o STRUCTURAL UCT
UR A - -.
v L
7. THE FRAMINGLUMBER OFT E FO
SHALL BE H FOLLOWING MINIMUM RA
U GRADE AND SPECIES FOR THE SPECIFIED USE: ALL LUMBER SHALL BE GRAD
ALL REINFORCING BARS WELDED TO A STEEL E STAMPED BY A RECOGNIZED
r `S: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS W THE FIELD PRIOR TO COMMENCING WORK. ANY '> EE SECTION SHOULD BE OF WELDING GRADE 40. RUSTED BARS WILL BE _
A
_ ,
PJ o 5 �,
06D 2
A F
IMMEDIATELY REJECTED ANDRE REQUIRED TO BE REPLACED AT NO ADDITIONAL GRADING AGENCY AND SHALL BE SURFACE DRY.
'DISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUALFIELD CONDITIONS SHALL BE REPORTED BACK TO Q L COST.
9
� F "
c �
ST ti
THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. ,
IM N
D E SIONAL LUMBER FOR NON EXPOSED .
8: DETAILING OF CONCRETE REINFORCEMENT -ANDA CCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315 ( _MEMBERS)'E
AND , -FLOOR JOISTS & BEAMS: I -JOIST AND LVL PER SPECIFIED MANUFACTURER ACTURER MODEL AND/OR A D R STRENGTH
6! T B SHOWN ON THESE DRAWINGS. GENERAL CURRENT CRSI SPECIFICATIONS LATEST EDITIONS: /
OPENINGS THROUGH THE FRAMING FOUNDATION MAY NO ALL E HES D GS THE GE E AL [ - ' ;
7
S/20�019
-TYPICAL FRAM WALL SPRUCE N - -
L E L STUDS. t#2 5 EPI E FIR. FC - 1150 P51 - 4E
E SHALL PROVIDE , E 1. 6 PSI
CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR OTHER PURPOSES 7a5 H 5 A L
Q
LA N FOR SIZE AND STRENGTH
-TIMBERS AND POSTS: PERP N SPECIFICATION 9: UNLESS OTHERWISE ON THE DRAWINGS,
REQUIRED. GENERAL CONTRACTOR SHALL G REINFORCING STEEL SHALL BE PLACED TO PROVIDE THEFOLLOWIN
"ADDITIONAL FRAMING AND REINFORCING STEEL. FOR ALL OPENINGS WHERE REQU R THE G L G
VERIFY SIZE AND LOCATION OFALL OPENINGS. ' ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS MINIMUM CONCRETE` COVER:
A
8. EXPOSED BE
OS WOOD FRAMING SHALL SOUTHERN PINE GRADE NO. 2 OR BETTER N
BOTTOM OF FOOTINGS..: 3 TT R A D PRESSURE TREATED.
SHALL BE BROUGHT TO THE ENGINEERS IMMEDIATE ATTENTION FOR REVIEW. ,
FORMED SIDES OF FOOTINGS 2"
9. ALL LAMINATED VENEER LVL TO
EERIUMBER HAVE A MINIMUM ALLOWABLE BENDING STRESS FB F
0 2 600 PSCT
HE MINIMUM ALLOWABLE 7. FOUNDATIONS FIRST FLOOR AND ROOF FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS. FOUNDATION WALLS 1 (LVL) ( ) COMPRESSION STRESS FC
• PERPENDICULAR TO THE GRAIN SHALL BE 750 PSI. THE MINIMUM ALLOWABLE
SLAB ON GRADE 2 BELOW. TOP MODULUS OF ELASTICITY E SHALL BE 1,900,000 P51. INS
A GRAVITY LOADS. T OTALL LVL'S IN STRICT ACCORDANCE
_ - - WITH THE MANUFACTURE INSTRUCTIONS. RE „ ,
GROUND SNOW, pg 30 PSF , pf 25 PSF (UNBALANCED 3d PSF), MANUFACTURER'S INS R REFER TO FRAMING PLANS FOR HIGHER STIFFNESS LVL MEMBERS IF NOTED AS LVL (2.OE) ,PROVIDE LVLWITH
_ "_ 10. COLUMN ANCHOR BOLTS ARE O B ALLOWABLE OF
' T E FURNISHED AND INSTALLED ACCORDING TO DESIGN LAN. ALL BENDING STRESS Fb 3 100 PSI AND MODULUS OF ELASTICITY E OF 2,000,000 PSI.
..BEDROOMS 30 PSF , ; P COLUMN ANCHOR ( ) ,
_ - BOLTS SHALL _ HA L BE SET BY TEMPLATE:
OTHER ROOMS 40 PSF
Z
10. DETAILS F WOOD FRAMING SUCH AS NAI
E O 0 RA ING SU LING BLOCKING BRIDGING EIRESTOPPING ETC. C SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL DESIGN
O
_ ' 11. ALL CONCRETE C NCRE E SHALL BE PROTECTED AGAINST FROST N R
_UNTIL PROJECT IS COMPLETED. P SPECIFICATION AFPA THE TIMBER CONSTRUCTI
• .' B. WIND LOAD CONTROLLING LATERAL PER MASS. BUILDING CODE AND ASCE? 10 :PROVIDE PROPER CONCRETE ( ), E ER ON MANUAL (AITC).
_
- PROTECTION OR HEAT IN OLD W
_ C EATHERANDMAINTAINPROPERCURINGPRO D
WIND SPEED Vult.-.140 MPH PROCEDURES IN ACCORDANCE WITH ALL
w
`.CURRENT ACI CODE OF STANDARD PRACTICE$PECIFI SPECIFICATIONS C TIONSANDGUIDELINES. 11 ALL ENGINEERED UC
ENG NE RED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY WEYERHAUESER BOISE CASCADE LOUISIANA
-EXPOSURE"C" PACIFIC CORPORATION OR APPROVED EQUAL.
z
12. ALL REINFORCING BARS SHALL BE COLD BEN IN
T ACCORDANCE TO THE PROPER RADII ESTABLISHED B I L
BY ACI. UNDER 12 WHERE DIMENSIONAL FRAMING UMBER IS FLUSH FRAMED
C. THE BUILDING IS NOT LOCATED IN A FLOOD HAZARD ZONE. TO ENGINEERED LUMBER OR STEEL GIRDERS, SET THESE GIRDERS 1/4 CLEAR BELOW THE TOP OF FRAMING
NO CIRCUMSTANCES SHALL HEAT BE APPLIED TO`T E BARS ARS TO OBTAIN BENDS. LUMBER TO ALLOW FOR SHRINKAGE.
S. NOTIFY 0 ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAI MAY AFFECT THE
IF THE ENGINEER F A
13. ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED EXCEPT FOR SUPRERPLAS ICIZED MIXES, AND
r STRUCTURAL DESIGN. T S, 13. FOLLOW MANUFACTURERS SPECIFICATIONS FOR ERECTION, INSTALLATION, AND PLACEMENT OF ENGINEERED LUMBER PRODUCTS. PENETRATIONS THROUGH
-
ONLY IN ACCORDANCE WITH THE ,
MANUFACTURER S MIX DESIGN SPECIFICATIONS. ENGINEERED LUMBER PRODUCTS IS EXPRESSLY NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL B YTHE ENGINEER.
14. ALL CONCRETE SHALL BE READI- MIXED AT PLANT COMPL IN WITH
COMPLYING ASTM C94 AND ASTM C1116. SITE MIXINGNO
IS T 14. USE DOUBLE TRIMMERS AND HEADERS ATALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED..
>' ALLOWED.
. LAP CORNERS 15 A ALL PLATES AND SILLS AT CO R AND ATALL INTERSECTIONS OF PARTITIONS'.
15. CHAIR BAR FOR SECURE .FOUNDATION NOTES s S CU PLACEMENT AND POSITIONING OFREINFORCING STEEL ISTOBEPROVID D.
E REINFORCING
SUPPORTS SHALL BE OF PROPER 0 R HEIGHT LENGTH SPACING SIZE AND MATERIAL TYPE, IN NO CASE SHALL BRICK, WOOD, OR 16. STAGGER LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS.
OTHER NON -CONFORMING REINFORCING S EEL U
1. ALL FOOTINGS SHALL BEAR LEVEL ON ACCEPTABLE SOIL OR COMPACTED STRUCTURAL FILL HAVING A MINIMUMT SUPPORTS BE USED.
CONSIDERED TO BE PROOF
>ALLOWABLE BEARING CAPACITY OF 2,000 LB PER SQUARE FOOT. ACCEPTABLE MATERIALS ARE C V :
Q 17. UNLESS OTHERWISE NOTED, PROVIDE THE MINIMUM HEADER SIZES OVER ALL OPENINGS LOAD BEARING WALLS ONLY AS F
( I FOLLOWS; ,
ROLLED EXISTING GRANULAR FILL. -
INTERIOR WALLS (2} 2X10 EXTERIOR WALLS (3) 2X10
w
M L VEGETATION,.LOAM AND ORGANIC MATERIAL: ALL SILT FILL -TOPSOIL
2. SUBSOIL BEARING STRATA SHALL BE FREE FROM ALLH
18. UNLESS OTHERWISE NOTED, AT E ENDS OF ALL BEAMS; HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE 0 E WIDTH IS AT LEAST EQUAL TO THE
I HA B EXCAVATED AND REMOVED FROM THE SI FE AT ALL FOUNDATION AND ��
AND OTHER UNACCEPTABLE SOIL MATERIALS SHALL E E D WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH 15.4 AT THE WALLS AND 6 AT THE EXTERIOR WALLS.-
STRUCTURAL 'STEEL NOTES
SLAB -ON -GRADE LOCATIONS. SPECIFIED STRUCTURAL, COMPACTED FILL SHALL BE SUBSTITUTED AT THESE LOCATIONS.
1. STRUCTURAL STEEL ROLLED SHAPES SHALLBE NEW STEEL CONFORMING0
T THE FOLLOWING ASTM DESIGNATIONS.. -s .
19. USE THTC T N GROOVE
"EXTERIOR TONGUE AND EXTERIOR GRADE PLYW OOD FLOOR SHEATHING THICK EXTERIOR
�4 , /a GRADE PLYWOOD ROOF SHEATHING AND t/ EXTERIOR
�
I (OTHER HANT OSE DESCRIBED ABOVE WITH A LOWER ALLOWABLE BEARING CAPACITY THAN : � 2
3. IF BEARING MATERIALS ( TH T H ) R
G ADE PLY1N000 ATALLWALLS UNLESS OTHERWISE SHOWN ON PLANS. ALL LL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS. A
5 ALL PLYWOOD
w
m
2,000 LB PER SQUARE FOOT ARE ENCOUNTERED .THE UNSUITABLE MATERIALS SHALL BE REMOVE b AND REPLACED WITH
Q _
ASTM A36 ALL LE SHALL BE APA RATED AND CLEARLY STAMPED.
ANGLES, PLATES AND MISC. FRAMING MEMBERS
SUITABLE MATERIAL AS SPECIFIED AND APPROVED BY THE STRUCTURAL ENGINEER: ,
g
�
UNLESS OTHERWISE NOTED MINIMUM YIELD STRENGTH FY -36 000 PSI),
Z
20. PROVIDE LID BL BETWEEN ALL I
SO BLOCKING BETW FLOOR JOISTS AND DOUBLE ALLJOISTS UNDER EACH PARTITION. EACH END OF EACH
4. DO NOT. BACKFILL PRIOR TO COMPLETE CONSTRUCTION OF THE IST FLOOR FRAMING &FLOOR SHEATHING. FDN WALLS DO
CEMENT FULL DEPTH BLOCKED
„ „ THE SUPPORT 015
LOCATION. PROVIDE JOIST BRIDGING AT MID SPAN AND QUARTER POINTS OR AS SHOWN ON DRAWINGS. G PL .
NOT WITHSTAND EXISTING LATERAL SOIL PRESSURES UNTILTHE NEW FLOORS ARE IN PLACE AND COMPLETELY CONNECTED. ASTM A307 GR."A" ALLANCHOR BOLTS, LAG SCREWS UNLESS NOTED OTHERWISE. S BRIDGING PLACEMENT SHALL NOT EXCEED 8 FT.
O.C. SPACING:
o
0 P CTED STRUCTURAL FILL. COMPACTED ASTM A325 ALL BOLTS CONNECTING STRUCTURAL STEL_ MEMBERS.'.
5. ALL FOOTINGS SHALL BE PLACED ATOP PROOFROLLED ACCEPTABLE SOILS OR C M A S
L S F P
. _ 2 USE FULLY NAILED METAL CONNECTORS USP SIM SON ORE UAL JOIST OR BEAM HANGERS
( EQUAL), E S WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS.
o E ,.
TO 95/ MODIFIED PROCTOR DENSITY, AFTER R_MCI,�� 7. UNSUITABLE MATERIALS. BACKFILL UNDER ANY PORTION OF THE
PROVIDE
_ 0 E METAL POST CAPS AND BASES FOR ALL POSTS. REFER TO FRAMING PIAN FOR
..ASTM A53 GR."B" ALL STEEL PIPE COLUMNS MINIMUM YIELD STRENGTH FY -35,000 PSI). 0 � CONNECTOR TYPES.
BUILDING FOUNDATIONS SHALL BE COMPACTED IN 6" 70 8" LIFTS OF 95% MODIFIED PROCTOR DL-NSITY. ( )
�
22. ALL NEW PLYWOOD FL THING HALL BE T SUPPORTING FLOOR SHEATHING 5 GLUED O SU 0 G WOOD FRAMING MEMBERS AMERICAN PLYWOOD ASSOCIATION A.P.A. GLUED FLOOR
6. THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS. ( )
Q
�
SYSTEM. WOOD GLUE TO BE CONTECH L400 SUBFLOOR CONSTRUCTION OR APPROVED
ALL ANCHOR BOLTS OR FASTENERS N INC.,, EQUAL.
::.CONTACT THE E.O.R. PRIOR TO FOOTING CONSTRUCTION TO ALLOW REVIEW AND APPROVAL OF EXISTING SITE SOIL A $ I CONTACT WITH PRESSURE SHALL BE HOT DIP GALVANIZED OR
CONDITIONS OR ENGAGE A LICENSED. GEOTECHNICAL ENGINEER FOR VERIFICATION OF SUFFICIENT BEARING CONDITIONS. STAINLESS STEEL.
Y
23. CROSS WALLS AND TI ARE PROVIDE THE LATERAL RES
E BEAMS A RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY ATTACHED AT EACH END AND/OR TO THE '"
2. GROUT USED UNDER COLUMN BASE PLATES SHALL BE NON SHRINK AND NON-METALLIC WITH EXTERIOR WALLS.
7.N0 FOUNDATION OR SLAB SHALL BE PLACED IN -WATER OR ON FROZEN GROUND. SUCH FOUNDATIONS OR SLABS PLACED IN H H A MINIMUM COMPRESSIVE
0
STRENGTH OF 5 000 PSI IN 28 DAYS. UNLESS E APPROVED BY THE ENGINEER MAXI
SUCH CONDITIONS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST OR , OTHER A MUM APPLICATION THICKNESS OF THE
t1.L
24. ALL SILLS AND SHA
TOP WALL PLATES LL BE DOUBLED 2X6 5 WITH EACH CORNER STAGGER LAPPED. SILLS AGAINST -
CONTRACT TIME EXTENSION.- : GROUT SHALL BE 1�1NCHE5. E SHALL BE PRESSURE TREATED:,
�
25. BUILT-UP BEAMS 3 PIECES MAXIMUM USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SP
M ( ) SPIKED TOGETHER WITH N CONSTRUCTION ARE NOT EXPECTED TO BE AN ISSUE, THE CONTRACTOR SHALL . 3 ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF CURRENT AISC 2 ROWS OF 10d ANNULAR RING NAILS AND
8. ALTHOUGH GROUNDWATER ISSUES DURING CON
Cn
,
LVL WITH H 3 ROWS OF 16d ANNULAR RING NAILS EACH SPECIFICATIONS FOR DESIGN, FABRICATION ERECTION OF STRUCTURAL ST R NNULA H SIDE AT 12 O.C. OR OTHERWISE NOTED ON THE DRAWINGS, PROVIDE ALL SUFFICIENT MEANS OF SITE DEWATERING AS NECESSARY TO ENSURE fOUNDAT10�15 AND SLABS ARE PLACED AS CA G CA ION AND ERECT 0 EEL FOR BUILDINGS. NGS, OR AS RECOMMENDED BY THE MANUFACTURER.
O
NAILS USED FOR BUILT-UP PIECES SHALL BE ANNULAR RING NAILS.
_SPECIFIED: c
N
4. ALL WELDING HALL CONFORM T THE CURRENT STANDARD OF THE AMERICAN S C 0 CU 5 CA WELDING SOCIETY{A.W.S:). ALL SHOP AND
(..r
26. ALL NAILS FASTENERS AND CONNECTORS EXPO
CO S SED TO THEWEATHE
9. THE FOUNDATIONS HAVE NOT BEEN DESIGNED FOR R SHALL BE HOT DIP GALVANIZED, LVANIZED. ALL CONNECTORS BUOYANCY. UPLIFT FLOODING OR HYDROSTATIC PRESSURES. THE FIELD WELDS MUST BE MADE BY APPROVED CERTIFIED WELDERS N ECTORS AND FASTENERS WHICH ARE USED WITH
Q
BUILDING HAS NOT BEEN DESIGNED FOR A FLOOD HAZARD ZONE. PRESSURE TREATED WOOD SHALL BE AISI 304 OR 316 STAINLESS STEEL.
S. ELECTRODES FOR ALL FIELD AND SHOP. WELDING SHALL CONFORM TO ASTM A233 (CLASS 70). ALL WELDS NOT SHOWN
Z
2 ALL LL ROOF RAFTERS SHA ACHED TO TOP LL BE ATT 0 WALL PLATES WITH H SIMPSON H 1 H 1 0 OR DRAWING DESIGNATED)
SHALL BE AWS MINIMUM. ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEI G ATED TIES FULLY FASTENED WITH
10 STRUCTURAL FILL. IMPORTED STRUCTURALFILCNIUST BE FREE OF ORGANIC, FROZEN, OR OTH ER DELETERIOUS MATERIAL NG WELDED. ( ) H MANUFACTURER'S
AND CONFORM TO THE GRADATION REQUIREMENTS OUTLINED BELOW. STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS NAILS.
i-
6. SPLICING STRUCTURAL MEMBERS WHERE NOT DETAILED ON THE DRAWING I PROHIBITED.
NOT EXCEEDING 12 INCHES THICK FOR SELF PROPELLED VIBRATORY ROLLERS; AND 8 INCHES FOR VIBRATORY PLATE E 5 B
Q
0
J
G S ALL BE ATTACHED TO EACH SUPPORTING FRAME
ZONE 28. PLYWOOD FLOOR ROOF AND WALL SHEATHING H
COMPACTORS:'STRUCTURALFILL SHALL BE PLACED WITHIN THE FOOTING -BEARING (1H.1V) ZONE_ AND BELOW ALL SLABS. MEMBER. MIN. FASTENERS SHALL BE 8d COMMON SIZE, ANNULAR
RING NAILS WITH AMINIM - PENETRATION N �� ��
r UM 1 / 0 INTO EACH FRAM
7: DURING THE CONSTRUCTION PHASE IT THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL a E MEMBER STUD JOIST RAFTER BEAM ETC.. PANEL PERIMETER
x SIEVE SIZE ' STRUCTURAL FILL (PERCENT PASSING BY WEIGHT) ( ) ETE FASTENING SHALL BE 4 OR 6 ON
Z
� N
W
�� 'TEMPORARY SHORING AND BRACING TO MAKE THE STRUCTURE STABLE AND PLUMB BEFORE COMPLETION OF CONNECTIONS CENTER STAGGERED (REFER TO SHEAR WALLTYPE OR ROOF OR FLOOR DIAPHRAGM NAILING NOTES ON PLANS AND SHEAR WA P „
8 100 ), LL PANEL FIELD FASTENING SHALL BE 8 OR
W ¢
H F-
��" ' STEEL FRAMES, SHEAR WALLS AND FLOORS. 12 ON CENTER (ORAS OTHERWISE SHOWN ON DRAWINGS). IN ALL SHEATHING SHALL BE STAGGERED EACH DI
3 70-100 ) RECTION.
C.0
3/4" 45-95
=
z
:A
8. TEMPORARY $RACINGSHALL NOT BE REMOVED UNTIL THE STRUCTURAL FRAME I PROPERLY E 29 ALL WOOD PRODUCTS SHALL BE STORED IN A DRY L
N0: 4 30-90 S R SECURED TO THE LATERAL LOCATION. ENGINEERED LUMBER PRODUCTS WHICH ARE NOT KEPT DRY WILL BE IMMEDIATELY REJECTED AND
0
F--
LOAD RESISTING ELEMENTS IN THE BUILDING; THE STABILITY OF THE FRAME DURING ERECTION REQUIRED TO BE REPLACED BY THE CONTRACTOR AT
NO: 10 25-80 IS THE CONTRACTORS Q NO ADDITIONAL COST
g
N
NO.40 .10-50 - RESPONSIBILITY.
cr
30. IN NO CASE AL
N0. 200 0-12 SH LJOISTS RAFTERS,BEAMS POSTS STUDS OR ANY OTHER FRAMING MEMBER BE CUT, NOTCHED, DRILLED, OR OTHERWISE MODIFIED WITHOUTTHE
-
9. ALL STEEL HALL RECEIVE SHOP APPLIED PRIMER PAINT. TOUCH UP ALL WELDS SCRATCHES WRITTEN APPROVAL OF THE T URA
e S C ATCHES OR SCRAPES IN PAINT AFTER E 5 RUCT L ENGINEER OR SPECIFIED ON THE DESIGN DRAWINGS. `
*NOTES: - THREE INCH MAXIMUM PARTICLE SIZE WITHIN 12 INCHES OF SLAB GRADE.
0
¢
ERECTION.
0
3 GRANITE QUARRY, COMPACTED
11. CRUSHED STONE SHALL BE ANGULAR STONE NO FINES OF LIMESTONE OR G EQ
/a ( )
�
.WASHED
' - u 10: TORCH CUTTING OR HOLE BURNING IS NOT ALLOWED.
TO ACHIEVE AN.EQUIVALENT OF 95� MODIFIED PROCTOR DENSITY COMPACTION:
¢
'o
:.. ..
w
LO
..
LO
C,
w Ci
-
� :
♦-
..
-�
/ O
Uj
w
-
CL Cl
SCALE: A NOTED
S OTE
DarE. 0812012019
DESIGNED BY: L)
DRAWN BY. Lf
PROJEc s. ING19071
r
I
- �
J- 11j
S-1 OO
PAGE 1 OF $
PAGE 2 OF $
5 e
O
9
P,7.6x6PQST TYP. PROVIDE SIMPSON POST BASE AND CAP :
- , -
�
�
r
1 .structural design
CONNECTORS WITH MIN. 80OL8 UPLIFT CAPACITY '�
_
_.
&ingenuity
.:
' .. PO TYPICAL AT LOCATIONS); _. .
(POSTS5 S), ,.. ,.
�-
DN
PROVIDE DIMOND PIER FOUNDATIONS TYPE. DP / AT EACH
'
0 -AT N-. P.. ,.
.POST L CA��
,
8'-D MAX. 7YP. POST SPACING
-
in house,P
9
"
-.
MASHPEE, MA 02649
-
D,
P.T.. -2X8 GIRDE BEA t L }
. '.. CONNECT A. SI PSON L -
- V.I pG
G N.
-' �
E X ING
-
..
-`.� '. ;
.. .'
_
h
Pone. 508-221-2986
:web.. www.inghouse.net
.inghouse.net
,,
HLA HU RICFl IF E
K
w
DI�
5 1T190N
...
w
- TO CH D CK OI T :7Y O,
E J C
G. E C d
N VJI
.`
,.u.
P 01
C. -P -..
1
E X 6� L
�
STEP
p _
1 P
„ SNI S FULL EPTH SOLID .T.
16 " ER
A
SE L
& ... BLOC ING
"
A c
LRS. JEN S.
0 EN N
0 3T R U CT UPA t -I
tl
NO .0602..
rnn1NECTP.T:zxa
1EDGER VIA. O
I
- 14'-61& 6
e c �
s
LONG LEOGERLO K
SCREWS @12
JL IL Jl JL -L' �: J J L L .. J_. ,J JL L -.JL L - L L- J JL.
.___ _.
_5 16
E
it�J�1
O.C. TO EXISTING
:.
.. : '. `.
8/20 Oil
/21
RIN .101ST TYP
,, "
'PROlIDE2 EDGE
_. r �
T7
:.
.
- 7
DISTANCE AT TOP
AND BOTTON. OF
LEDGER TYP
-..
SHOWER
..
-
,.
a
'EXISTING
I
FOUNDATIONS TO :
REMAIN
e
)
vl
_
i
W
I
4
FLOOR
E
IST FRAMING NOTES.
CRA VV L..PAGE
:..
E SUBFLOOR SHEATHING SHALL BE. 3/ TH K. APA RATED T&G PLYWOOD NAIL 8
Y4" ,. ,. / d ANNULAR RING
NAIL. ,, ,r. C
S 6 O.C. AT ALL PANEL EDGES AND FIELD TYP: PROVIDE @ RO IDE 8d ANNULAR RING NAILS @ 6 O.C. ALONG FLOOR
19 8
I
'.'.
' DIAPHRAGM ED PROVIDE
GE, CONSTRUCTION ADHESIVE AT ALL SHEATHING TO FRAMING CONTACT SURFACES TO
L
• "
-
MINIMIZE SQUEAKING.`.
..MIN PLAN N -
IST FLOOR -.FRA G LA
2. -PROVIDE FULL DEPTH SOLID BLOCKING BTWN FLOOR JOISTS ATALL BEARING SUPPORTS WALLS &BEAMS AND WHERE
,.
`.
..
,,. ;.... ,_ �- „
Stale. 1 4 1 0
'. .SHOWN ON PLAN, TYP,•..
'
3. `.:FOLLOW DESIGN GUIDE -6 FOR ALL DECK FRAMING CONSTRUCTION TYP
,
.
SEE ARCH. FOR
',
ALL NEW "
FOUNDATION
OUND TION
DIMENSIONS:..
...
14'-6
r:. n.
6 —5
16 16
GARAGE SLAB
W
__T
m
Z
7Ir 77 � it
.:
515,. ,."
NN
_
❑
.. N
:.ONNECT 2x10
F „ -
;. LE GER VIA. (2) 5
O
oM
P C .:.
Q
-
LO G LEDGERLOK "'
�..
' SS, 10 -
'115 I. - - --' ^^
�) SEG t1J
- -
4" THK. CONCRETE SLAB, REINFORCE
- O
-
a,.
. :. SCREWS C 12
G
- OC. TO EXISTING
- 0 O r
f _ - ULL _PTH OLID
C LP '. � �
., L LOCK NG. _... ..
- �
W/6x6-W2.1xW2.1 WIRE WELDED �
G T ..
FABRIC PLACE REINFORCING A
-
�
Y
-
IM 701ST TYP
2
CENTER OF SLAB THICKNESS
x -N
CHAIR
P 'OVIDE 211 EDGE
7 ON: �
BARS, TYP: SEE ARCH. FOR
DI TANCE AT TOP :
51 Mp '.. /
�
INSULATION &VAPOR BARRIER, TYP.
Li
AND BOTTOM OF E
LEDGER, TYP -..
��p�I
/ � / i
I�
W
TO �
.. .. 0
_
m
cn
O
N -
F—
Q
-V
Z
-
P.T.2x AT DOORS, TYR ..
z
c
C
oC
-
5y",.SQUARE
VERSA 1.8
„
5 SQUARE S A �-+
o tL Q 1/ SQUARE 5t/s SQUARE SY SQUARE
o., s Q
VERSA
w ��
o o 5� SQUARE
Z
`�
-
- -LAM
-`.
_ -LAM 1.8.: VERSA -LAM 1.8 VERSA -LAM 1.8 VERS -
SA -LAM 1.8
-
_, •. _ .:VERSA LAM I.B :
LLJ
O
-
.'.
2750 POST
C )
2750 POST 2750 POST
:.„ ( I ,.,, n I � , (2750) POST "'. 'r2750) POST'
n r : rd
2'— 3 9 2 —6
2750 .POST
2 r. '3 n '. )
Q
PY
� .
-6 9 —6
2 —3
.�A RAS E S IAB
26
o
....
-
:PORTAL '. PORTAL
POR TAL
tic
FRAME FRAME
FRAME
0
F—
..
,:..
C5
o
FOUNDATION PLAN
_
❑
C\J
Scale- 1/4"=1'-O"
LU
?
0
LL_
m
' -
b
O
NOTE:
Z
ALL HD-1 HOLD DOWN EMBED STRAP TIES MUST
0
BE PLACED WITHIN THE FORMS BEFORE THE
F_•- O
W
CON CRETE FOUNDATION WALLS ARE CAST.
C
CD
LU
I_
W,
E3 o
Cc: Q=
SHEAR WALL HOLD DOWNS:
SCALE: AS NOTED
31MPSON "STH014" EMBEDDED TIE DOWN NOTE: HOL
�_ D D OWN MUST BE PLACED. PRIOR TO CONCRETE
PLACEMENT OF FOUNDATION WALL..) PLACE TIE GOWN W/ �i MIN. EDGE DISTANCE 70 CORNER OF CONCRETE
PIERS TYP. NAIL 30 - ,,.
o / ( ) 16d {0:162 DIA.) SINKER NAILS TO SHEAR WALL PERIMETER MEMBER AS SHOWN ON
DATE: SEE REV. -499-014044-
DESIGNED BY. Li
L
xDRAWN
15T FLOOR FRAMING PLAN. TYP: SEES 201, IST FLOOR FRAMING PLAN FOR TIE DOWN LOCATIONS, TYP. ".
BY:
_.. . r711711,17X11111111111111;1
11111A
PRolEcra. ING19071
PAGE 2 OF $
'o
PAGE 3 OF $
SHEATHING (TYP.)
TYP. DIAPHRAGM EDGE NAILING z
. 20 CLEAT, FASTEN W/ 16D NAILS @ 8 O.C.
TO RIM JOIST OR FLOOR JOISTS TYP -
N
0 m
• G� x
s e
0
_
C)
1 \ N
� ry
N
1
PSP
r
9
LLj'
o
r
S tds
structural
rOum
as l'-
zi
& ingenuity
in house,Pc
0cr
P.O. Boz 182
MASHPEE MA 02649
% THK. ROOF SHEATHING, SEE PLAN
-cr
Phone: 508-221-2980
FOR TYP: NAILING REQUIREMENTS. '
-
web: wwwin housene t
-
"
SEAL.
'
'FULL DEPTH SOLID BLOCKING @4-0aO.C., _
'J1
O
.'TYP. FIRST BAY OF ROOF FRAMING -
-
-
-
4A
+
o
LRSJENSN G�iiA-.
o STRUCTURL
`
ROOF FRAMING PLAN
4e
DMu
,s
o.50
Iz-
T
EXISTING ROOF TRUSSES TO REMAIN
-
�
%.IILIII
. �
-O
12
�c6t
(2"r
"''
mcNx
ANNULAR RING NAILS @3'O.C: TO 2x.Scale`.
:SEE ARCH
8 /2 D94
1/4"=1'-0°
i=!O
Uj
RAKE RAFTER ,. TYP
s ��
/a THK. APA RATED
.�
-.
PLYWOOD ROOF
SEE ARCH.
W
W
N
SHEAR WALL EDGENAILING W/ 8d ANNULAR
OVERFRAME EXISTING ROOF WITH
-
s � - K. APA RATED
/a TH
O ...
Q -
O
Cxf0-
W
w -
:31=
RING NAILS @3" O.C. STAGGERED TO.DBL 2x
`REQUIRMENTS
-
` 2x10 16 O.C. 2x12 RIDGEBOARD
:a
-
a
a
'
RAKE RAFTER, TYP.
' SHEATHING, SEE PLAN '
AND TYP. COLLAR ES
SCALE:.
AS NOTED
- NOTES FOR NAILING :
APA RATED PLYWOOD WALL
:.
REQUIRMENTS
DATE:
0812012019
-
SHEATHING; CONT. TO TOP EDGE
: OF RAKE RAFTERS TYP.
`-
'-
-
2x ROOF RAFTER, SEE ROOF
:
-
-
-
'
DESIGNED BY:
I.1
:.
t\
...
-
DRAWN BY:
LJ
2x STUD WALL W1 STUDS @ 16"
SIMPSON H2.5A.
-'
CONNECT MIN. SINGLE CONT! TDP-
;-
- '.
2x ROOF RAFTER, SEE ROOF
-
PROJECT✓:
ING19OJ1
-
_
- '::HURRICANE TIE, EA 4 �� - -
KE (.. LATE VIA 4 LONG TIMBERLOK� " FRAMING PLAN - -
O.C.,TYP,NOTCHSTUDATRA P SIMPSON H2.5A
RAFTER, TYP
JOIST, TYP.
.SCREWS USE 6" IF DBLTOP
(
- "- HURRICANE TIE, EA.
-
,
S6
-
TYP. SHEAR WALL
PLATE), STAGGERED @ B" O.C. TO
RAFTER, TYP.
-
a
IIII
•EDGE NAILING
-. HEADER
AIL ROOF
NOTE: RAKE TRIM DETAILS & R 0
::
'HEADER, SEE ROOF
TYP. SHEAR WALL
EDGE NAILING
-
-.
rN
.
-< FRAMING PLAN;
-...
, "
-
2x STUD WALL W/ STUDS @ 16"_
'
-: ..
95
:. O.C.. TYP. -
CONNECTION DETAILS FOR
LVL BEAM
-
-
202
TYP FRAMING SECTION @ RAKEE
.EAVE SECTION
@HEADER
ION
TYP. AVE SECT @O_T)�I."=,_„
WALL
j\ Q
5d�
✓
Scale. 1"=V-0"
Scale.l 1 0
.FOR ..CONSTRUCTION
g0Eiti
_o
PAGE 4
OF S
11
13-9-16 5
pP\
F 6
2_ q
Ei+
_
ROOF FRAMING NOTES:
-
F. SLOPE SLOPE - ..
SEE ARCH. FOR ROOF 5 0 ( `:.
1. ALL ROOF SHEATHING(UNBLOCKED DIAPHRAGMG W/PANEL LONG AXIS PERPENDICULAR TO RAFTERS, STAGGER
t .
IN THIS DETAIL MAY DIFFERENT.)
_
o
-
_
JOINTS) SHALL BE NEW THK. APA RATED SHEATHING, AIL _
1 /a T S NG, N ED W/Sd ANNULAR RING NAILS (DIA. 0.131 x 2.5
�
�
(p
.:.LONG) @ 4" O.C. AT BOTH PANEL EDGES AND IN FIELD.
W
e APA RATED PLYWOOD ROOF
: 2. -ROOF DIAPHRAGM EDGE NAILING SHALL BE 8d ANNULAR RING NAILS (NAIL DIA. -0.131 DIA'
x 2.5 LONG) @ 3 O.C.
SHEATHING (TYP.)
TYP. DIAPHRAGM EDGE NAILING z
. 20 CLEAT, FASTEN W/ 16D NAILS @ 8 O.C.
TO RIM JOIST OR FLOOR JOISTS TYP -
` TYP. (INTO CENTER OF RAKE JOIST). r Z
3. CONNECT ALL FRAMING RAFTER ENDS AT TOP PLATE AND HEADER SUPP R -
` 0 TS (AT ALL EXTERIOR WALLS)
"H2.SA"HURRICANE TIES TYP.
c
P
4. SECURE OVERFRAMED ROOF AREAS W/TIMBERLOK SCREWS OR SIM. TO MAIN ROOF STRUCTURE AGAINST UPLIFT
.. -y. S LOADING, SEE LEGEND FOR DETAILS _
OV
( LEGEND::
O
N
0 m
• G� x
C)
1 \ N
� ry
` TYP. (INTO CENTER OF RAKE JOIST). r Z
3. CONNECT ALL FRAMING RAFTER ENDS AT TOP PLATE AND HEADER SUPP R -
` 0 TS (AT ALL EXTERIOR WALLS)
"H2.SA"HURRICANE TIES TYP.
c
P
4. SECURE OVERFRAMED ROOF AREAS W/TIMBERLOK SCREWS OR SIM. TO MAIN ROOF STRUCTURE AGAINST UPLIFT
.. -y. S LOADING, SEE LEGEND FOR DETAILS _
OV
( LEGEND::
O
NOTES ON PLANG MAY VARY), SEE PLAN I N
r ' x
jN
Gjrrr 2x STUD WALL W _
STUDS IS 16" O.C.; TYP
N
C)
� ry
N
NOTES ON PLANG MAY VARY), SEE PLAN I N
r ' x
jN
Gjrrr 2x STUD WALL W _
STUDS IS 16" O.C.; TYP
!GENERAL SHEAR WALL NOTES: - L•..
C)
� ry
N
PSP
!GENERAL SHEAR WALL NOTES: - L•..
C)
g
LLj'
o
zi
0cr
-
% THK. ROOF SHEATHING, SEE PLAN
-cr
a
-
% THK. ROOF SHEATHING, SEE PLAN
-cr
FOR TYP: NAILING REQUIREMENTS. '
-
-
"
'
'FULL DEPTH SOLID BLOCKING @4-0aO.C., _
O
.'TYP. FIRST BAY OF ROOF FRAMING -
-
-
-
N
`
ROOF FRAMING PLAN
-
ROOF DIAPHRAGM EDGE NAILING W/ 8d
12
"''
ANNULAR RING NAILS @3'O.C: TO 2x.Scale`.
:SEE ARCH
- 12
1/4"=1'-0°
i=!O
Uj
RAKE RAFTER ,. TYP
s ��
/a THK. APA RATED
.�
-.
PLYWOOD ROOF
SEE ARCH.
W
W
N
SHEAR WALL EDGENAILING W/ 8d ANNULAR
SHEATHING SEE PLAN
-'NOTES FOR NAILING
-
s � - K. APA RATED
/a TH
O ...
Q -
O
Cxf0-
W
w -
:31=
RING NAILS @3" O.C. STAGGERED TO.DBL 2x
`REQUIRMENTS
-
PLYWOOD ROOF
-
a
a
'
RAKE RAFTER, TYP.
' SHEATHING, SEE PLAN '
SCALE:.
AS NOTED
- NOTES FOR NAILING :
APA RATED PLYWOOD WALL
:.
REQUIRMENTS
DATE:
0812012019
-
SHEATHING; CONT. TO TOP EDGE
: OF RAKE RAFTERS TYP.
`-
'-
-
2x ROOF RAFTER, SEE ROOF
:
-
-
-
'
DESIGNED BY:
I.1
:.
FRAMING PLAN
...
-
DRAWN BY:
LJ
2x STUD WALL W1 STUDS @ 16"
SIMPSON H2.5A.
-'
CONNECT MIN. SINGLE CONT! TDP-
;-
- '.
2x ROOF RAFTER, SEE ROOF
-
PROJECT✓:
ING19OJ1
-
_
- '::HURRICANE TIE, EA 4 �� - -
KE (.. LATE VIA 4 LONG TIMBERLOK� " FRAMING PLAN - -
O.C.,TYP,NOTCHSTUDATRA P SIMPSON H2.5A
RAFTER, TYP
JOIST, TYP.
.SCREWS USE 6" IF DBLTOP
(
- "- HURRICANE TIE, EA.
-
-
-
TYP. SHEAR WALL
PLATE), STAGGERED @ B" O.C. TO
RAFTER, TYP.
-
•EDGE NAILING
-. HEADER
AIL ROOF
NOTE: RAKE TRIM DETAILS & R 0
::
'HEADER, SEE ROOF
TYP. SHEAR WALL
EDGE NAILING
-
-.
OVERHANGN
O WN, EE ARCH. DING
SHOWN, SEE ARCH: DRAWINGS -
-< FRAMING PLAN;
-...
, "
-
2x STUD WALL W/ STUDS @ 16"_
'
-: ..
REFER TO TYP PLY
:. O.C.. TYP. -
CONNECTION DETAILS FOR
LVL BEAM
-
-
202
TYP FRAMING SECTION @ RAKEE
.EAVE SECTION
@HEADER
ION
TYP. AVE SECT @O_T)�I."=,_„
WALL
✓
Scale. 1"=V-0"
Scale.l 1 0
.FOR ..CONSTRUCTION
_o
PAGE 4
OF S