NEH I PATIO I DOOR

MAXIMUM 200mm ~ STEP AT DOOR . ~

""'

~ f===

I==

= = = = = I==

I==

I==

I==

=

CONTINUOUS 38xl40 I TOP RAIL I

38x38 PICKETS SECURED 1

01./ 2- 16mm SCREHS OR OTHER I APPROVED GUARD SYSTEM

LESS THAN IOOmm OPENING BETHEEN PICKETS 4 NO MEMBER OR ATTACHMENT BETHEEN 140mm 4 '100mm SHALL FACILITATE CLIMBING

NEH POURED CONCRETE DOOR SILL H/ 05mm POLY FLASHING UP BEHIND

4- #'1 x10mm SCREHS BOTH Sl DES OR

C/ H 32mm O.D. HASHERS 2- "15mm THRU BOLTS ~

EXISTING I FLOOR 1------~ ~ ~ rHOOD DECKING 01./ 0mm ~ STRUCTURE I ~ GAPS PERPENDICULAR TO

~~~~~~~~~~;·~~-,q DECK JOIST FRAMING

;,:·<· ,\\\~~/////~\\' '1~"-\\\\'1:://J//;

} -. ~~~~ I ~~:;;CRS 77

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EXISTING I ~ 1--RIM JOIST $

1

1------...P--SILL PLATE

--· .. • 1: ~ I I I

~~ HOOD BEA~ ~t-/-------,r---.--...---._---.--'-...L----'--' MAX. 400mm

x tb PL YHOOD FILLER 4 V 1\f FOR 38xl84 JOIST '>!'~ 38x8"1 GUSSETS ON A I A MAX. 000mm

t)66< )(< -- BOTH SIDES OF POST _ _ --j FOR 38x235 JOIST

DOUBLE 38x8"! LEDGER LAG BOLTED TO FDN. HALL H / 12.1mm DIA. BOLTS @ 800mm O.C. MIN. INTO SOLID MASONRY

~ (x 10mm SCREHS OR - .._ NAX. 1/6 OF 10xl05 METAL POST JOIST SPAN

OR CONCRETE

$ BEAM CONNECTOR -- --

~LL__ __ _:-J---:0_..1 S:':_'T_--_SP._.A_.N._._ ____ "",p / CANT I LEVER l 'f -'~'--- '1

8"!x8'1 NIN. HOOD --v--POST ANCHORED TO CONC. PIER HI METAL SHOE ----.$ 12.1mm DIA BOLT SHOE ANCHORED NINIMUN IOOmm INTO

qJ ~ 50mm HI N . EXISTING 11----------'lr-----------4. FDN. JAIALL I

/ II ""..... II

150mm II CONCRETE PIER II

u ~ADE

I I

POURED CONCRETE pIER I : : HIN. 1200mm BELOHGRADE>-----,t----~r ON UNDISTURBED SOIL, t.f' FOR SIZES SEE SHEET DOid _.l._l __ _,.l~--------'1-

I I I I I I I I I I I I I I

z I E E Cl Cl f\1

HI

SECTION 'A' L---------~ --~

DJ. ~ Cl Cl Cl -\)

llll

2-38xl84 + "'Ox"'Ox8 L

SEE DOid FOR STRUCTURAL SIZES

I I I I I I I I I I I I I

N.

~ -~- -~--T--, -/==;=o;=l=i.., If) I-If) I I I I I

I I I I I ....J........I. I I

I I I I 3r 3r Cl

}

I I I I

~Ill I I I

I I I I L- ...l __ I __ .l.. -J=!=h=o!..J-

-------------------------~

r-+ . @I BEAM ..

L _____________ j ____________ _ BEAM @

PIER PIER

SPACING SPACING

PLAN

TI TLE

T ACBOC WOOD DEGK STANDARD DETAIL FIXED TO SOLID MASONRY FOUNDATION ~LL

PLAN .t SECTION

SEE DETAIL SHEET DOle.

DWG. NO.

DOl a 2007

NEJ!'l I PAT I 0 II-------+--.1>W-1-Hrl7-DOOR

MA XIMUM 200mm L STEP AT DOOR I \

\

CONTINUOUS 38xl40 IL _______ ~Zll!Z'· /l~fZ/J J TOP RAIL r

~~ f21---~l-

S8xS8 PICKETS SECURED 1

HI 2- 16mm SCREHS OR OTHER 1

1---------i------i---,4;'--A:I APPROV ED 6UARD SYSTEM

LESS THAN IOOmm OPENING ElETY'lEEN PICKETS 4 NO MENElER OR ATTACHMENT ElETHEEN 140mm .$ "!OOmm SHALL FAciLITATE cLINEliNG

NEH POURED CONCRETE DOOR SILL H/ 0.5mm POLY FLASHING UP ElEHIND

4- II"! x16 mm SCREHS BOTH SIDES OR

EXISTING ~ FLOOR STRUCTURE

1\ C / H 32mm 0 D riASHERS 2- '1 5mm THRU ElOL TS ~

\ rrlOOD DECKING H / 6mm ~ / GAPS PERPENDICULAR TO

~~~~~~~~~~~~1\•p;/:sq DEcK JOIST FRANING · •. !. ·. 1\\\"' \\\\\\\\ \\\ \\\' ,\' "I\\.,......\ '.,.,.,\\.,.,.\'\.,...\Y,...\\..,.\,'\.,...\ ,,...\,'\\,...\'"\,''lol.-\ '"\,'\\''",\......,.\\\,'\,...'l\.,..,.,.\,\.+,,.....+-\'\....l-' 1---

·"' :'

E E E E () ()

() 5 \r

/

::= I~ / /T ~ ~ ~~---~ ~ ~Xi:; .;'<· ~ - - 1/

_ ....... . EXISTING • ~~""""""""""""U'·;;.;:.;=: ;,. :~ ____ ____.__.__---jl 11----'---L---___._,_._~ _ __.H.....__@_o ___...'--'_, ~E~~o~~A~L~~R 4 RIN JOIST ¢ 0 0 @ 38x 8"! GUSSETS ON SILL PLATE &--- 6'------+-----j ElOTH SIDES OF POST

/

0 0

16 mm SCREriS OR @ 16xl65 METAL POST

NAIL ElEAM ---i------------------1 ¢ ElEAN CONNECTOR

w~ Q

FRANING ~ :l ADD STUD A:>+--I--+---~P~I--=E'--'R'--'S__.P_.A__::-cc._.INc_-G-:__ _____ A7- CANTILEV ER BLOCKING -::!':-~"-- I '1 BELOH 8"!x8"! HIN. HOOD - v-EA CH BEAN POST ANcHORED ~ TO CONe. PIER . X X X X N HI NET AL SHOE X 4 12.1mm DIA BOLT

·X. SHOE ANCHORED MINIMUN IOOmm INTO CONCRETE PIER

~: - - fp - -

/ II ~ II II II 1.1

I I

50mm

150mm

6RADE

EXISTING!--~-----'lr--------'1.­FDN. HALL I POURED CONCRETE PIER I : :

MIN. 1200mm ElELOH GRADEI--~r-------»r ON UNDISTURElED SOIL, tr FOR SIZES SEE SHEET DOid - -"-

1

---'1 ~------"1-z I !.' !.' () () ('l

SECTION 'A'

DJ.

\[) z

fi" \) <( I I w [L

0::: \Jl <( <( w ill

2-S8xl84 + "!Ox'10x8 L

I I I I I I I I I I I I I I L ____ _____ _j

~

I I I I I I I I I I I I I

M IN.

NIN.

NAX. 400mm FOR 38xl84 BEAM NAX. 600mm FOR 38x235 BEAN NAX. 1/ 6 OF BEAN SPAN

!Il [} SEE DOid FOR STRUCTURAL SIZES

w !Il ~- -r- -~--T-' -/==;;==~~

I I I I I I I I I I I

---:-: i i I I I I I I I I I I I I L - _l _ _ I _ _ .L -J=l="===='=f~ '-~ - . --- ~-- . - .... - ----------------------- -~

JOIST JOIST SPAN SPAN

PLAN

TITLE

T ACBOC !A!OOD DECK STANDARD DETAIL FIXED TO BRICK. VENEER' 0100D FRAMING

PLAN ' SECTION

SEE DETAIL SHEET DOle.

DWG. NO.

DOib 2007

,----- -/ I I

I [J 1+1 +I ~ ,,

2 - :j:i:1xb5 SCRErlS lf---t--t--HI---' "~L++~I @ EAGH PIGKET I

8~x8~ SUPPORT lf---+-POSTS@ 1200mm O.G.I

2-#ix16 CORROSION RESISTANT SPIRAL NAILS OR SGREJAlS TYPIGAL

3 mm

5 mm

~ ~+~ I "+I

~~+~ Kl

I :5mm DROPPED FRAHING v: ::: ::: HENBER INTO rlHIGH L... ~J,: [~J.: EAGH STRINGER IS

END NAILED USING 16mm 1- ~~ZZ411~=1!:~ NAILS NAX. '100mm lo BETJAIEEN STRINGERS ~: ~ ~: ~

SEE SHEET DOl a FOR If---~ ANGHORAGE DETAIL I

II II LJ LJ

210mm HIN. t'l"

"'0 '7· .f'

255mm NININUH STRINGER DEPTH

2 - C!.5mm DIAMETER THRU BOLTS G/01 32mm O.D. JAIASHERS

LESS THAN IOOmm OPENING BETHEEN PIGKETS 4 NO

,-------j HEt-1BER OR ATTAGHHENT BETJAIEEN 140mm II: '100mm SHALL FACILITATE GLINBING

,---------jl GONTINUOUS I 58xl40 GUARD

l 1200mm O.G. HAX.

C!OOmm HIGH HANDRAIL REQUIRED ON STAIRS IF HORE THAN 5 RISERS

z z E E () ()

"

'\; ::tJ', /,t::3 38x8'1 JAlOOD BLOGK I NG I @ 1200mm O.G. NIN. . If--~ BETrlEEN STRINGERS I

I+ I I+ I I+ I I+ I II II LJ LJ

STRINGERS ANGHORED TO PRECAST GONG RETE 1 + 1 2- ~.5mm DIAHETER 1---------------"'-d"!oo.-++i-F;:li,---THRU BOLTS G/rl ~ r-+---11 ° 1 0

32mm O.P. JAIASHERS "'( LJ L 0 ---u-

GRADE

SEC.TION 'B'

.ng~~~ ~V§ LJ 58x8~ 600mm r(

-

I TYPIGAL l~mm DIA THRU-BOLT TYPIGAL

-

.

o~~V§ HO BEA

-

JOISTAT '~ POST LOGATIONS

~.. :-; .-:- ,.-... :_ -.-. :

rl PROVIDE BL HHEN JOISTS

OGKIN6 DO NOT

STS ALIGN H/ PO

.

~ x <1: I

600mm E E () () () N

-

BRAC.IN6 PARALLEL TO BEAM BRAC.IN6 PERPENDIC-ULAR TO BEAM

FREE STANDING DEGKS GREATER THAN 600mm ABOVE 6RADE SHALL RESIST LATERAL LOADING 4 HOVEHENT. ALL POSTS HUST BE BRACED HHERE THE SUPPORTED AREA EXGEEDS THOSE LISTED IN THE TABLE ON DOid

TITLE

TACBOC WOOD DECK STANDARD DETAIL STAIR SEC-TION

LATERAL SUPPORT FOR FREE STANDINS DEC-KS

DWG. NO.

DOle 2007

BEAM SIZIN6 TABLE SUPPORTED LIVE LOAD 1.<=1 k.Pa LIVE LOAD 2.5 k.Pa LIVE LOAD 3.0 k.Pa JOIST ~------------------------~--------------------------~------------------------~ LENGTH PIER SPACING (mm) PIER SPACING (mm) PIER SPACING (mm) (mm) 2000 3000 4000 2000 3000 4000 2000 3000 4000

1500 :2/ 58xl40 :2/58xl84 5/58x:25S :2/ 58xl40 5/ 58xl84 5/58x:25S 5/ 58xl40 :2/ 58x:255 :2/58x:280

2000 2/ 58xl40 5/ 58xl84 5/58x25S 2/58xl84 2/58x255 5/58x286 2/58xl84 2/ 58x255 5/ 58x286

:2500 2/ 58xl84 2/58x25S 5 /58x280 2/58xl84 5/58x255 5/58x280 2/58xl84 5/ 58x255 4 /58x280

3000 :2/ 58xl84 :2/58x:25S 5/58x:280 :2/ 58xl84 5/58x:255 4 / 58x:280 :2/58xl84 5 / 58x:255 4 /58x:280

5500 :2/ 38xl84 3/ 38x235 3/58x280 2/58xl84 3/ 38x235 4 / 38x286 3/ 38xl84 3/ 38x280 N/ A

4000 2/ 58x l84 5/ 58x255 4 / 58x280 2/ 58xl84 5/ 58x280 N/ A 5/ 58xl84 5/58x280 N/ A

JOIST SIZIN6 TABLE LIVE LOAD 1.<=1 k.Pa LIVE LOAD 2.5 k.Pa LIVE LOAD 5.0 k.Pa

JOIST SPAN (mm)

JOIST SPACING (mm) JOIST SPACING (mm) JOIST SPACING (mm)

300 400 bOO 500 400 bOO 500 400 bOO

2000 58xl40 58xl40

2500 58xl40 58xl40

3000 58xl40 58xl84

5500 38xl84 38xl84

4000 58x255 58x255

FOOTIN6 SIZES SOIL BEARING cAPACITIES (k.Pa)

SOIL TYPE

50FT cLAY

LOOSE SAND OR eRAVEL

FIRM CLAY

DENSE OR COMPACT SILT

STIFF C.LAY

DENSE C.OMPAC T SAND OR eRAVEL

TILL

C.LAY SHALE

SOUND ROC.K

BEARING PRESSURE (k.Pa)

40

so

15

100

150

ISO

200

300

500

58xl40 58xl40

58xl84 58xl40

58xl84 58xl84

38x235 38xl84

58x280 58x255

PIER SIZES

DIAMETER M2 (mm)

200 0.05

250 0.05

500 0.08

550 0.10

400 0.15

500 0.20

600 0.50

PIERS SUPPORTED DEC.K AREA I

z <( _j IL ill _j

PI

P2

P3

P4

P5

Pb

BEAMS

2 x 1.! = 5.4m2

2 x 2.0 = 5.2m2

2 x 1.1 = 5.4m2

1.4 x 1.1 = 2.4m2

1.4 x 2.6 = 3.6m2

1.4 x 1.1 = 2.4m2

SUPPORTED JOIST LENGTH

I I I I I

58xl40

58xl40

58xl84

38x235

58x255

POST SIZE (mm)

8"ix8Cf

140xl40

58xl40 58xl40 58xl40 58xl40

58xl84 58xl40 58xl84 58xl84

58x:255 58xl84 58xl84 58x:255

38x235 38x23S 38x235 38x235

58x280 58x25S 58x255 58x286

POST SIZIN6 TABLE

MAXIMUM HEIGHT (M)

1.0

1.5

:2.0

2.0

2.5

3.0

3.5

MAX. SUPPORTED DECK AREA (M2)

LIVE LOAD (k.Pa)

1.<=1 2.5 5.0

10.86 8.!1

5."15 4.10

5.15 :2.55

13.61 10."18

"1.32 1.48

0.55 5.10

4.41 3.54

!.48

4.0"1

2.11

"1.43

6.45

4.38

3.04

.. E E Cl Cl Cl \i

:---;

I

IL X <( X ill

Bl 2000mm

I I I I I I I I I I I I /l P<. q"'J ,.,(0 1 @ BEAH B5 @ BEAH B4 (;::;\

E Cl Cl Cl

I li I

l - a '~ ---a Cl ~

B2 2000mm

1400mm L--------------------------------B4 1400mm :2600mm ~ 2000mm ~400~ BEAM SPAN= 2600mm

JOIST SPAN = 2ooomm

PIER SIZE (H2) = SUPPORTED PECK AREA (H2) x HIN. 1."1 (kpa) LIV E LOAD SOIL BEARING CAPACITY (kpa)

6ENERAL NOTES I. A MINIHUM LIVE LOAD OF I"' (kPa) SHALL

BE APPLIED IN ALL LOCATIONS.

2. THE PRESCRIBED SNOV'l LOAD FOR 225 SELECTED ONTARIO LOCATIONS IS INDICATED IN COLUMN 12 OF TABLE 1.2 IN SUPPLEMENTARY ISUIDELINE SB-1 OF THE ONTARIO BUILDINIS CODE. THE SNOV'l LOAD SHALL BE APPLIED AS THE MINIMUM LIVE LOAD ~"\HERE IT IS ISREATER THAN 1."1 (kPa)

1. CONCRETE PIERS SHALL BEAR ON UNDISTURBED SO IL. THE BEARING CAPACITY OF THE SOIL SHALL BE DETERMINED PRIOR TO CONSTRUCTION.

o. MAXIMUM HEIGHT REFERS TO THE HEIGHT OF THE POST FROM THE TOP OF THE PIER TO THE DECK SURFACE.

"!. BEAMS 1"\ITH MORE THAN 2 MEMBERS MUST BE SUPPORTED BY 140xl40 POSTS.

B. A SITE PLAN OR SURVEY IS REQUIRED SHOrliN6 ALL LOT LINES 4 DIMENSIONS, SIZE 4 LOCATION OF ALL EXISTING BUILDINGS 4 DECKS 10. THE ALLOV'IABLE SOIL BEARING PRESSURE SHALL BE REDUCED

BY 50% r!HILE THE ~"lATER IS AT OR NEAR THE BOTTOM OF THE 4. LUMBER NO.2 SPF OR BETTER r!OOD POSTS MIN. 8'ix8'i (SOLID). FOOTING EXCAVATION

USE CORROSION RESISTANT SPIRAL NAILS OR SCRErlS

5 A DECK IS NOT PERMITTED TO BE SUPPORTED ON BRIGK VENEER

6 CANTILEVERED JOISTS AND BEAMS ARE LIMITED TO 1/ 6 THE MEMBERS LENISTH.

TITLE

T ACBOC WOOD DEGK STANDARD DETAIL STRUCTURAL SIZING TABLES

II. CONTACT YOUR LOCAL BUILDIN6 DEPARTMENT FOR FURTHER INFORMATION ABOUT LOCAL SOIL BEARIN6 GAPAGITIES

12. JOISTS SPANNING MORE THAN 2100mm ARE TO HAVE SRID6IN6 AT LEAST EVERY 2100mm O.C ..

DWG. NO.

DOid 2007