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 rHOOD DECKING 01./ 0mm STRUCTURE I GAPS PERPENDICULAR TO DECK JOIST FRAMING ;,:·<· } -. I 77 1Jll11J E E E E Cl () Cl r- lr () If) lflw Ew - ED It<( Cl<( all d.)\!) Ew -w E> 0'> oa w() ()U'l >U'l Cl<( EXISTING I 1-- RIM JOIST $ 1 1------ ...P-- SILL PLATE --· .. • 1: I I I HOOD MAX. 400mm x tb PL YHOOD FILLER 4 V 1\f FOR 38xl84 JOIST 38x8"1 GUSSETS ON A IA 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 -- -- __ _:-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 I I POURED CONCRETE pIER I : : HIN. 1200mm ON UNDISTURBED SOIL, t.f' FOR SIZES SEE SHEET DOid _.l._l __ 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' 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 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 PLAN .t SECTION SEE DETAIL SHEET DOle. DWG. NO. DOl a 2007
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TACBOC Standard Details 2012 - Hamilton Township 2-16mm SCREHS OR OTHER I APPROVED GUARD SYSTEM LESS THAN IOOmm OPENING BETHEEN PICKETS 4 NO MEMBER OR ATTACHMENT BETHEEN 140mm 4 '100mm
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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
_ ....... . 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 ~: ~ ~: ~
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
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 ..