HomeMy WebLinkAboutFloor Plans - Plans - 14 BROWNS COURT 7/27/2026 N o t e s
'Design Criteria iRC 2015 as amended ,tQY,(.ctL(,lfit/L9Y,�
by MassachusettsC9 Residential. Building
Code gth Edition. '
information within f J indicates
Building Code reference
Cplonial Drafting
` When this drawing is 11 x 17 - P.O.Box5066
it is the scale as indicated. - 7
Andorar.hfA 078/0 7
Structural engineering by others -- - -
978-942-0131
under separate terms and contract. (B® _ alan Cmcdrttlin,cam'Exterior siding, trim, mouldings and �f f(��� ft. - Unit
LLWWWJ LLLWWW LJJ Thursday;S'cptember03,2020 � f`f
details are per builder specifiaations- -- -
"Window&Doors: Mfr., size, design,
layout and details per builder. ('�
'All dimensions to be field verified ED L.1
®� -
-01 - UD1eX
and changes made accordingly.
®
19-67
Foot-print Dimensions=33'x 40' .-.. Levis C®.II2�1c?IIIeS
Snow Load p.s.f. =5D Front > / 3.
Wupiriol Speed Zane Load = 113 j 54 PleasantSt Street
71
MEW ILI
Occupied Floor Live Load p.s.f.= 40 - De 1/a t%C?n 7g,�,/ ('�1 pq
Exterior Balconies p.s.f=40 - No Andover IY A {/1 845
Attic with Storage ps.f. =20 is
Dead Load p.s.f-= 10
Sofor Panel Deadlaad ps f. =5 7l 0 j�j p �`UO 7 2783
------------------ 10' Deck ------------------� 1 Cl
o ti° Bedrm 1 Bedrm 1
I
Kitchen Dining Dining Kitchen 11 x 17 0 0 11 x 17
14x20 14x20
CZ. cl.
C�Lov o o -------------- - - -
Lov a � Both Both -------------
��
Bedrm 3 Bedrm 3
c; 14 x 16 14x 16
`i ----------- ----------
Closet Closet -U - -- V- -
Living Living Bedrm 2 Bedrm 2
14x16 14x16 12x12-6 12x12-6
6 Porch 6' Porch
Unit Living Unit Living
Unit Living sq. ft. = 560 sq. ft. = 600 sq. ft. = 289
k Duplex 19-67 Duplex 19-67 Duplex 19-67
First Floor Plan Second Floor Plan Attic Floor Plcn
i
r
Duplex 19-67
- 1449 sq.ft. -Enit '
_ - Levis Companies
- 154PIeasantStreet
j North Andover.,MA 01845
978-687-278-MIFM
LLJJILL
a
r �Z- -
i � C:olorrialDrafting
_ P.a Box 5ow
Andover.MA 01810
o c. 978-902-0131
1:41 1 -7ka cd1v ng com
Fe sf - nu-day,September'03 2020
_ duplex 19-67
i
Fro t Fle ya No
1/4,_ .r=a,
Basement ---'
' -----------------------------------------------------
a
! Bottom of frost wall footing
below grade(min.)
r ----------------------- ------------- -- ----------—----------- - -------------
NN
_--_ -_____-___- ,� i____--- ______ _ _______________
_____________ ________ __
I {
{ 10"Conc.Fdn.
€ 20-w x 70"do. Ft'g. �I
with dompprooring Duplex 67
1,449 sq.ft. - unit
8"Conc. Fdn.
` 20'w. x 10"do Ft"g. o
(wS we//oniy)
5• 0- 3'-6" R� V-6„ 5'-0"
2 2" II Levis Companies
154 Pleasant Street
I No 687 783
--- --- -- - --- 978-
North And 0184s
- -
r ";,7e Radars , _-- - -- _- _-, l3 112 Lath Column r passive Radon 1 {
I 'M7UgaUon System ---- ;- -" "- w/2=6 sq. x (Mitigation S}stemi _
o `1 See Detoit --- - -_ -- 7-0"do. fi¢ See Deto7!
-----J --- --- - (6req"d) -----J� (�)
' Colonial Drafting
° F,t?Box 5066
o N ! c -- 4"(men)Concrete Stab v' o Andover,MA 01810
a
t h, with opproued wpor �, 4 978-902-0131
ban er beneath ' a zlanG?cdrstlin cam
J P t1 P t? Tbu sday-September03 3020
' J
9 N} r
-- -- -------------------------------- -
-- -- Duplex l9 67
- -- -
Foundation Plan
--------------------------------- - _. - / 7 0---------------------
----------
=0"dia. concrete pier r °'
J 2'-0"sq. x 1"-0'dp. ftg a
bottom 4'-O'belo.grade
Duplex 19-67
1,449 sq.ft. -Unit
FR
Levis Companies
154 Pleasant Street
® North Andover,MA 01843
978-687 Z783
::L
Eff
I
Righ
Ede yc NN a a
on Colonial Drafting
P.a Boa sw
Duplex 19-6/7 Andover,MA01,810
Q [ 978 902-Ot31
L7 Q�i k EI e w t Qn u1?n@cdrV&J7:cote
nuaday,.Septemher03,?020
- - - - Abbreblations
:�ener0/ Notes -clr..- Clean
Conc. -Concrete
Wndow Opening-Requirements for Massachusetts Smoke Defectors(R314 pg.-67 amended.7 D-L -Dead Load
' [R370.2.-,pg..62 Amended J 7 m.-edch bedroom Dia. -Diameter.
t outside each separate-bedroom EL -E/erotlon
® - - MlnJmum Opening Area !near base of each stalrwoy Fdn. -Foundation
Double hung;windows used for emergency escape: l it?ewy basement'&walk up;atffc. Fir. -F7oor
1 for every-t,000 sq.ft.. Fang. -Framing
shalt home 3.3'sq ft minimum net clear opening. Ff'g. -Footing.
Other.w/ndows 5.7 sq. ft..exception{ grade ftaor or Carbon;dlanoxlde Defectors_ HP. -High Point
' below grade..openings shall hate.a net clear opening, .fl I R315';pg. 66,arnended,l' K.'D. - Kiln Dried
of net less-than 5 sq-tY. 7 in,each hobital,story of the house L!L -Lice Load
Minimums either
opening dimensions 20 x 24 lhches,net _and'within 10'ft.,of Olt bedrooms LP.�-tow Point
clear in either direction;
Mox -.Maximum
AtGe Access&Attic:Fatro Access IR807J $(,J.. Comb/ndtion Detectors Min.-Minimum
Pounds/Sq. Ff.pg, 66 amended
Area exceeds 30-sq R. and has¢:clear I.R315.4 .J O.C. -On Center
a be umo Detectors F L -Pressure rreoted
- height of 30 or greater.. -
Opent<7g size 22 wide by 30'high (min.). M sed where Ske
y are located per R315.3 p sf.
req:d -Required
'Cellfng openings shall be,located an.a hallway- Ref. - Reference
or other:readilybccessib/e location: Heat'Detectors, Sq.ft. -Square Feet
J Ma/l.openings ore 12. wide.by 30"high(min-) O ?in.*each aftached,garoge,:near center. 7_&B = rop,&:bottom
Left
B ��yationz r&G- 'Tongue&-Groats
T)p- - 4picol
u.n.o. - Unless Noted Otherwise
40'-0"
5'-0" S-2114- 3*-2'M" 5'-0" 1 V-4'
-—-—-—-—-—-—- -
- -—-—-—-—-—-—-
See deck dwg.
Interior 2W stud 510 li� Inferior 2x4 stud
nfo.
�foraddl� watt for ductwork
wall for ductwork 2'-lL'- 4'f 491'
-7 u;ff�o L:
I t,.,_ d
j - - - - �0_ In teftor 2W stud
wall for ductwork-
C), 0 0 0
iLT_oL_
Kitchen Dining Dining Duplex-19-67
Actual cabinet)a Kitchen
Actual cabinet layout
1,449 sq,ft. -Unit
E9 may�rf may wry
Levis Companies
2'-4"
TX6 wall 2-4
o C.l-F 2X5 Wall 154 Pleasant Street
o
R
North Andover MA 01945
? 0
Lcv S-10"", S-1DIA" Lcv
978-687-2783
0 1
f
Nj Interior 2W stud
9
J.
.,11 lc�
waif for ductwork
----
Colovial Drafdvg
P.O.Box 5066
--------- --------- Andover.MA 01810
978-902-0131
o Living ------ —Stairs are OFFSET a1,?flCMC"dflgC0M
See Crow sectionLitWng
on for ThursdaySepremberO3.2020
L additional information
T
Unit LAWng Area
0
sq. ft. = 560
Dup
lex 19-67
First Floor Plan
3._'. S-0.
114� 1
9,_8_ 3'-10" 3-10'. 9'-8" 8-61 '�O'"I I I 1 1
Porch Porch
01 D
-0,
L 8.-9" 9'-0'IA"
-0.
X-o"
40?-0" - - -
17'-41A 2:-6". 2'-6" 17'-41 "
4'_:9" 9'_4•• 3`-31A".
2,-7R
� I
< T.
x Bedrm 1 Bedrm 1 x iJvplex 19=67
" o o 1,449 sq.fL -Unit
- � o
Levis companies
2-E z _ e 154 Pleasant.Street
N M Bofh North Andover,MA 01,845
Bath M N'
r �1jj 978-687-2783
��'� ' •. V-4/i' 0' 4• 0" 3'-TO�i<" 3'-10% 4,-0.�. N 2_....0. 5_4/. 10
10 ...
7n n
m 16 Post- Posf Post Pasf Posf 1 0 Posf 1?osf 1D �I
o a Sf
e� N. jo
117
` Po
2x6 -wa/l'
Closet '�. - --- ---- zo Closet '
4.-R. --- - - m N ColoniallDraftir7�
P.O.'Box 5" c
i ! Andaver,AIA 01810
4.._0r $C - - -- �C 4'_0,. 8._0 % ry 978902-0139
EC `--' `. � 27iursiday,Sept mber03,2020
Bedrm 2 Bedlf?? 2 b Unit Living Area
co sq. ft. = 600
_ Duplex 19-67 I
Second Floor Plan
6'-6" ;i--6" 4'-2" 3"-8S{�" 3'-8Y." 4'-2" 5`.-s•• >6'--6„
12-0'" T-Opt." 3�z" .7`-t0Y<" 12'-6:
40'-0^
i
i
i.Ei—tIIt%a" 19,—iQ,/a" - -
3'�" •
i
Duplex 19-67
4.449 sq. ft. -Unit
I Ci. Ct. Levis Companies
I N ,._, ?' ,- N 154 Pleasant Street
— — — - — — — — — — — — — —
North Andover MA 01845
- - — — — — — — — — � — -- � — - — I 978-687-2783 is
14 1 .ry CS SC M
CS SC
Bedrm 3 w Bedrm 3 a
w a M
— — — — — — — — — — V — — — — — — — — — —
3
_ N -
- Coloniallrafting
A.O.Bea 5066
Andover.MA 01410
978-902-0131
w alao@cdartth7,xmu
77tmday,September 03.2020
Unit Living Area
v
7 3_x,.z" 6._�.. i ¢.—Q.. � 4._Q.. ;"-6' -a Us 13'—q,.,F n sq. ft. —
289
' Duplex 19-67
A ttic Floor Plan
4Q'-0"
'I
I _
_____-__-_®_________ _ _ _ _ m __ __ _ -_ _ _
-,®r-
A° --`F-_— __—_�=- irk -__.-_ __—___�---'o:
Al -- -------------- -- ------------- -----{�1-'---- - -- -- ---`--`- -
Duplex 19-67.
Ito 1;449sq.ft. -Unit
!. 0,--MOsq<ft area-for , , 300 sq. ft..areo tfgr
future.Solar Panels--------�0 I `: P ) o-�� future So/ac:Po?e/sif
.
Levis Companies
154:Pleasant Sftet
1 a North.Andover.MA 01845
®r'P I I �d : 978-687-2783
IaaP
---------------- o --- -----------� ,t
If
as tall +a
�i
'k.p8
®.I ' k�cl Sp
°° Composite:Roofing
� k
®°t ---- - -
P.O_Box,5"
Ik I° Andover.MA01810
®6 =q i t 978-90?-0131
tl I d i i. P I M i m ,A a&n cvcdrafring com
° p f 6@ Thursday,September03,.2020'
of f �y.. p,
11
Ice & tYoter Shield—
.indicates rogf`s/ope satl'direction. U.N.O.
�- - ---- ----- ---- - tf
------------ --------------��q°--------------.---------------------------- -- --
j; Duplex 19-67
----------- -- ------ - - _ __1��--_- �A 1404}f 1DlQCl
------ - ---_--——e�= --_'�
Drip Edge
L——————————————— ———— —————————————--j
I
20'-0" 20'-0"
i
I
is li I i , II
�j Duplex 19-67
' 1,449 sq.ft. - Unit
i,
j
Leers Companies
-7711,
Ij i 154 Pleasant Street
j _ ,
North Andover,MA 01845
978-687-2783
i' Sasemment �� _ '' _ Basement
72
be/ow below
u C
- m a Colonial Drafting
P.O.Box 5066
o Q Andover,MA 018/0
v ! 978-902-0131
� - � li I afanC�edrat2itt�eam
Tbarsdav,Septemhcr03.2020
II
i i i i i
All members are 2 x 10® 16'O.C. (U.N.O.)
Duplex 19-67
C 3H First Roor Frcming
- - 1/4`=1-G-
t
i
d
Duplex,
° 1,449 sq.ft. -Unit
I! Levis Companies
154PleasantStreet
Nortb.Andover,MA 01845
978-687 2783
Post
------- -- __-- Colonial Draftin8
--------- — P.O.Box5066
---_ ---- Ando6er.,AfA 21810
_-- _-- _ _ ----- E 978-902-013I
- -
o a o a;ij7gcdraRina corer
- -- 27iursday,SeptemberO3.2020
--- ---- --------
- I A/%members are 2 x 10 0 16"O.C.(U.O.)
Duplex 73-67
Second Floor
lilt
it
Frcmin
.' 11¢.._ J_0.
1-z:6076"--6 C. -�
m-c . z
!
! ; ; (
\
) ) . \ . Du a*Z«
\ r %449sq.ft. -U»
( ( ) | \ Lepis Companies
j 2 1 7P easpr*tre w
. Now Andover.MA 01845
9763277
\ A - 2 (
n I n . . }
) ) \ f �
\ )
-- -
' � :i ----- --- - --- �
CJRWDaftin/
P.O.�SX&
!
. Andover—MA�m
. .
.. . . ,
�} ---- . . \
a+����a±$
»_«m_z, m, rO vim!
r
| ! DU��/ /�-67
! `
. . ,
) Attic F£Jm1 q � q
. . . . . . . . . » . . » . . . . . . . « r . . : . . . » . . . �. ��, �
i [
) \ «� i
:; !
) �
■
i I sl 1 I k
! 4 C I
7.
Duplex I9-67
I:449.sq..A --<Unit
Levis CO.Mpan es
154.1'1easant Street
North Andover,MA.01845
I 2 X.a collar 978-687-2783
Ties®48',o.c.:
j -tml
4 Colonial Drafting
P.O.Box 5066
t 1 i Andover.MA 01910
1 978-902-0131
_ _ _ _ _ _ a ;, b alanC4�cdrnlling cnut
_ _ a P I Thursday.SeptonAcr03;2020
1 i
.A'll.members are Z z•-10'0 J2"oo.g (u:n:o.)
§ 'L .Maximum span-=-W-O'includes•.
7fJp4 dead load t 51:dead load for Solor Panels
j 1 50f around snow load
� 1 I
Duplex 19-67
hoof Framing Plan
e - - - -- - -- - - -- - a - - - - 0 - l/¢!= 7•-O,
- --
2'x 6 0 r6-o.c
Foundation General Notes - - t=0" 4'-0' Roof
jmax (m�'r
Concrete PSI Ratings(Table R4022, pg. 80 J Zx Bottom Plate �� f,
Basement Slabs (not Garage Stab)2,500 psi
Basement Walls, Garage Stabs 3Q00 psi 2x Band Joist 2x Floor o !t (� Rafter
,Joist t _d l��
Foundation Ancharo e(R403.1.6, pg. 89 _ ___ j��- 11 ?
4307 1/2"oa. min.)Anchor Bolts 6'o.c. (max), Anchor Bolts i
in the middle 1/3 of the plate Q Stt/.• f-2xS p.t., 1/2"dta. (min.)A307 steel
and 7"minimum embedment into concrete. Concrete ' 1 ZY6 kd anchors bolts with a minimum Confine to bottom
Foundation w/Srll Sealer embedment of 7"into foundation.
' 3/4'(min.) of roof sheathing
Reinforcement ._.d___ 2 bolts(min.)per sill plate, - --- - - -J
Horizontal Reinforcement(Fable R404.U(1)pg. 106 J 4"min. and 12'max from each Air Space (t)p.)
i; For concrete WbAs up to 8'height. / end of the sill plate section, locate /3/4' T&G Plywood
1-14 bar within 1'of the top 1-,¢4 bar 0 mid-height. Sill within fhe middle third of the Plate
Attic
ver6cof Reinforcement f Table R404.1.2(4), pg. 169 J t R403.1.6 pg. 88 J -1
for wails with unbalanced bockfill height of 7 foot
or less is not required x
Anchor Solt
r r` < (;
wood Silt Plates R404.3,pg. t f8 J t - Reber PlQcemen
(1) -2 x 4(RG)plate(min.) within t2"of �.t 1
Top of ft/1 -J Joist
Foundation Dampproo6ng f Section R406 pages 120-121 J
Apply dampproofing form the tap of the footing �-
ta the finished grade. N Fire Sating
at each floor -
'`w 1 -14 Robor � 2 - f"
Columns(Section R407,pg. 121 J a o and underside } () Fire-Shield
Columns shall be restrained to prevent lateral ^ A4id-Naighf i
p � root sheathing Shoftttner
displacement at the bottom end m d, Lally column cap
Simpsom LCC
ti Lay I or equal r 2 x 4 016"o c ;
co/umn Wall framing
Lally bottom&base Aluminum Clips
plate embedded at Floor Levels ,
O.C. Spacing in concrete slab, 1/2"G}psum
/ kbllboard
1/2 r/ 112 Duplex 19-67 1st/2nd
ide if re d Foundation ; o
g 1,419sq.f7 - Unit t1 j
Reinforcing Lally Column �; 1i �� �Oj; ?
3
N —e_
Leers Co (2) -2x Stl,Companies
4' I O.C. O.C_ 154 Pleasant Street i 5/e-die.
Spacing Spoctng 3 North Andover.MA 01845 Anchor Bolts
_ - -2783
Znd side if re4 d 978687 ; Concrete
Foundab"en
Sotid
—��--+'�---�--�- 7 -Hurricane cti --- ------------- '
Bloclung - p
Roof Simpson H2.5A
O ^• on Inside
C— �- -I— --_I+ after j R302.3 Twa-tomt(y dwellings J
y Floor )S Rim Joist
M)QS Joist 2 x 6 See UL Listing for additional inforrrratian
Blocking '
(� UL Listed." U-336
Hurricane l�
(� 4" 4" 4" Clip 0 each Fascio
ire Separation gall
Joist ColonialDrafting
sorer
Notes 1'-0- Section — Iletai/
1. See L tK Uln information regarding screws specification. max. P.O.Box 5066
2 All 2 member L vL Beams to have screws from one side. Andover.MA 01810
3. All 3 or 4 member Let Beoms to how screws from both ._"" _. 978-902-0131
sides unless otherwise noted on the drawings. ad,?nCetiruftingrnm
nlur�dlty Sdptemlxr03
L LlL Member Connection Cantilever Standard Soffit ,2020
2 x 12:Rldge Board
12 Sb Fia floor
uXoor
9 S'" D/ C Framin COJOR I:a l Drfrnb -
YStuds
2x7076"O.C. POBar3066 be,vnd
Header
Andover,'MA 01810
Duplex 1947 % 2 978-902-01311
1,449 s ft -Unit clan�cdrr/ling ctxn, � i ��" 3�4"pJ..,
q Thtu%-dq%iSeptemb"0?,_020"
-o - � """ ".aontinuoug-
� i I St a support
2xD'-V 12"oc.. Stringer --
_
Attic Framing ;Cpen Cetl Spray Foam insulation .-- - 12x Fire Blocking
in 2 x IC-0 16 a.c. /fin 1%,2 Plywood /
3 4 T&'G Sheafhln . Ul Nall 8d- 6"a.c penmeteF / I in odpcenf walls
/ 9 - - / placed`parallef
Levis Ct7177pa es cL .- NoII'8d :6"o.c,penmcter 12"o.c, in field �/ wfth-stringers
12 o.c. In field"
154 Pleasant Street s Stair Top Detail
North"Andover q E Fascia -
AIM 41845
978-687-2783 --
4 I r
ro i
5_=y �. O C O O, C.
�EE C o
/ 2nd F(r. Framing-
.4'-3' it. 2 x.10 16"a.c.
sheathin 12 rr 314"T&G Sheothing- Z c ,
9 4(�i" _ Nall 8d-6"a.a perimeter
2-x 6®"16"O.C. _ 42r o.c.,In field - b U( Stairway width
o_ 36"clear;(min.)
Firestappfng shaft be-provided
3'-2x B = '—Solid f7re Blocklnq - Exterior 14alP I - to cut off oll,concealed spaces
•n: &Lateen/Bracing, p
2 x 4 16"p.c.,. between-stair stringers at the
• - - - 92 5/8"studs top and bottom of the run.,
'^ Soray.Foom Close".Celt insulation
e Stairway cireu/dr handrail
7/16 Sheathing- - y
Nall ecf 6 oc:_perimeter cross section 1 1/4`min:
_ Nosfh- 3 4" min.) and 2"-mar
m •t 72 o c in field
Past _ _ ¢� ;� .1,'Rigid.insulation-
® 1st'Fr. Framing
' 9'Treads z 2 x ro:®'16':a.c HD/1C11rali—GGlart7t7tta%I
(mire.,.typ.) h 3/4 T&G.Sheathing.
Nall 8d-:6"o.c.,perimeter 9'Tread
12'o:c.. in field ',. ,;(min)
Decking ,.- .. -- - ." .
a------'2.r8�16 a.c�.p.t. -
Solid Fire Blocking \m x
&Lateral.Bracing .y o
4x4 post:(p gDuplex g ` 5"(min.)
e 8 (3)'-2 x-12 n Section
Approx. .C�1"OSS �.7l�iGtlo - Fnish Roar 'Stinger
"� 'Subf/oar
Finish-Gmde --
.¢
Precast :Column &.Ft"g:
Deck Footing
or equate "�,c. •.-a =-> ;�' .-o --. Sf11- 12 x 10 Headroom-Clr.
(J)2x6'( f.) e=-S=B"minimum .
to stafr below
C1)
;.
: 2x6•rkd.)
t= 4 `� � Concrete Slatr
a
- Stair Base Detail
3.=71 1".Rigid 7nsufation 2-Rigid Insulation Stairways
Conc. Fdn:.�&'Fig o.�" (R3f1.7,:pages.63--a6J
70=0"(minimum) i (Max.) ^y Deck
c 4 Details
Centerter to Center t'-v" i!f! lt�r Id
I? /`Install solid blocking Lateral BratVng �i o
I { i lbetween joist above beam below typ.) ' _1
General Notes for.
—�- —- -—- Exterior Decks, Porches & Stairs
T7�!
TIF
---�- ` �---' Decks, porches and exterior stairs to be
`
y
`Precast Concrete designed for the following:
Pier or equal(typ:)
o 2x8(p.t.)016"oc
o E See 1RC 20/5 Section R507 Exterior Decks(pages 149-155 J
Uvrt Load 40 p.s.f., Snow Drift if applicable, and wind upkft farces.
n, Stair Treads Tire grantor of 40 ps.f. or a 300 lb. concentrated loco-
Number of risers and � , , � Guard and Handrails: 200 lbs in any direction at any point.
} I treads may wry
fo s/te condFGans Guardrails/nRll components: 50 lbs horizontal on an area equal to 7 sq.ft
P;- r Joist Hanger(fyp.
S7mpson Strong-Tie also publishes helpful guides to Deck Construction.
All wood framing materials to be pressure treated
v Deck Lateral Load
All exterior connections to be corrosiar.protected.
\�2 x 8(p.L J Ledger Connection each end -;
See Ledger Connection 0etait Contractor to coo�nate t of corros/on protection required
See Figure R50 h end yPe PI
Deck
-rc Jn f-oundc t'Io� with the type of pressure treated lumber supplied for exterior
Lf K I- framing and the connection manufacturers recommendations.
2-1 2'diameter
6'-G"a.c. (max.) () /
/ thru-bolts
;-4"Clear(Max) I �f Flashi or
Membrane
with washers
�Rar7 t ^ r equal I I'
j _See Ledger For all deck construction rnformatron see
�.-� _ � } Connection Detail
E e° Deckng Prescriptive Residential Good
sxs 2x Deck Deck Construction Guide
Past- - Framing(P-0 I Based on the 2015
Joist Hanger International Residential Code
(p)_Px70 'seam must ° American Wood Council
I bear full I '� Concrete
IF-1
(P-t) on sxs notch
f _ •o Foundation Design for Code Acceptance 6 - DCA6
1 1 2 B(p.1)1 6 x 6(p.t.) Past Deck to house Connection
(typ. each end)
t Post Base
Grade
� O.C. O.C. O.C.
- ---Precast Concrete f 4• SPQain_a Spacing Spacing y 44'
(3 re
C .c 10"min. - -— —-— -— —
fop- G+�+ [-`G t+f t9 g-� -- o Tread i
` '-'--- $�f QaJ a7 ..,3Ci Ci tjtltf �; 7-3/4„ iy't— - �'--- ----f---�- -- ;
'�h Max. f
Riser .L (M Connectors J 518 Fasten Master Ledger Lok
° Risers End of Ledger
Column S ocin , C'olonlal DDmflinm or rnt
p g Ix material o On Center Spacing(o.c.)
_ mtntmu
Southern Pine p.t. Deck wdth -
Spacing (max) 8.c6 f P.O.Box 5066 60 Ps f Deck Load Refer to
II / 5"min. Andot zr.MA 0I810 8'wide Deck - 6"o.c. Fasten Muster Technical
Joist Span Cantilever 6' 10'-i" y<� r 978-902-01_71 8=1"to 10'wide - 5"o.c. Bulletin Deck Ledger to Rim Joist
8' 8-g^ <r 10=1"to 12'wide - 4"o.c. for Installation Procedures
h atafl.September
cam 12-1"to 14'wide 4"o.c and Other requirements
2x6�16"o.c. ' St-tO" 1=0" tII' T-g" max. span = T-O" eq
12' 7'-1' for southern pine Fhursday.SaptemberQi.2020 Deck Led�er �.`atJlleCtiO(1 2x7C016"o.c. 14'-0" 2-0" 14' 6'-6"
Stair—Railing Detail
a