148 Line 7 South P: (705) 487-2171 Oro-Medonte, Ontario L0L 2E0 F: (705) 487-0133 www.oro-medonte.ca

Standard Residential Deck Plan Information

A Building Permit is required for most deck projects. Prior to beginning any work, you are encouraged to contact the Building Division of the Development Services Department at the Township Administration Centre to clarify if a permit is required for your project. DECKS Deck repairs, rebuilds, or replacements – including joists, beams, posts, piers, stairs, and guards – require a Building Permit. The Building Permit application is available on the Township’s website and the submission must include two (2) complete sets of construction plans. As a homeowner, you may choose to build the deck yourself, however Township staff would encourage you to obtain a proper set of construction plans provided by a design professional. This will provide you with sufficient information to complete the project and meet the Ontario Building Code, allowing for a smoother permit application and inspection process. Decks that DON’T require a Building Permit or Zoning Certificate include:

a) Decks less than 23 5/8” (600mm) in height from walking surface to grade when measured in accordance with the Ontario Building Code requirements,

b) Decks not providing access to the principal entrance, AND c) Decks not structurally connected to a building.

NOTE: Regardless of whether a permit is required or not, setbacks from septic tanks, tile beds and distribution piping is still required to be maintained.

Decks must not encroach any closer than;

a) Minimum 1.5m(5’) to Septic tank, and b) Minimum 2.5m(8’) to Tile bed distribution piping.

~_.~ Standard Residential~'~°""~~%~~~~~f~~~~ _Deck Plan Information ~Prnnd Herifn~. I?~~'iti~i ~ F+rnn-r-~ .,mot -

Steps for Obtaining Permits

Name Address Date Staff Initials

1. Apply for Zoning Certificate —Contact Planning Services for information regarding setbacks.

2. Confirm with Planning Services if any applicable law permits are required(i.e. Conservation Authority, MTO, County)

Description Required SubmissionStatus Comments

J Zoning Certificate ✓a~~ Conservation Authority If applicablev.Q

Q-Q Ministry of Transportation (MTO) If applicable

Building Permit Application ~ ✓

~ Note: House category~ Schedule 1: House ✓ re uired for ualifiedp q

Designer Information designer or if planscompleted by homeownersign the exemption

Site Plan ✓ Including septic location

~, Deck Framing Plan ✓c

°~ Exterior Elevations ✓

Cross Section —including guards ✓

Letter of Agent If not owner

Permit Fee ✓

COPIES2 OF ALL PLANS ARE REQUIRED~Y ~. Be advised that additional information may be required following a full

review of your permit application package• Permit fee required at time of submission

DECK SPECIFICATIONS

_~_~

LT = _ _ _ _ _

~~~j— _ _ _ _ _ _

~~

~_i=

DECK PLAN VIEWMaximum Joist Len th ,101St

S all

Beam S 1115 OBC span tables Al & A8 from Division B Part 9 areprovide for floor joists and beams within a building. Thesetables do not account for snow load or drift load. TheTownship of Oro-Medonte uses Guthrie from S61 forClimatic Data, factored Part 9 snow load of 2.OkPa. If thelive load will exceed 2.OkPa including Hot Tubs or DriftLoading it must be Designed by a Professional Person.Any deviation from the tables will require the plans to be

designersheero ~'gned bycate/goryof8uilding Structural.

Joist Size Max. S an 6'-0" 8'-0" 10'-0~~ 12'-0" 14'-0"2x8 12" O.C. 12'-0" 6~-0~~ 2 Ply 2x8 2 Ply 2x8 3 Ply 2x8 3 Ply 2x10

3 Ply 2x124 Ply 2x10

2x8 16" O.C. 11 ~-0~~$ -0 2 Ply 2x8 2 Ply 2x8 3 Ply 2x8 3 Ply 2x10

3 Ply 2x124 Ply 2x102x10 12" O.C. 14'-0"

2x10 16" o.C. 13~-~~~ ~ ~~-0~~ 2 P~ 2x8y

3 PI 2X8y

3 PI 2X8y

3 PI 2X10Y

3 PIy 2x124 Ply 2x10

2x12 12" O.C. 14'-0"12'-0"3 Ply 2x8 3 Ply 2x8 4 p~ y22z$ 3 ply 2X10 4 Ply 2x102x12 16" O.C. 14'-0"

Note: All lumber SPF orbetter-Solid blocking req'dif span exceeds 6'-11 ".Note: Minimum formedfooting base is required forpier spacing valuesindicated with an * or ifwater is resent.

14'-0"3 PI 2x8y 3 PI 2x10y3 Ply 2x10a Ply 2xs

3 Ply 2x124 Ply 2x10

3 Ply 2x12a Ply 2x~o Towns ip ot

~

Prorrd Heritage, Excitin8 Future

148 Line 7 S., Oro-Medonte, Ont., LOL 2E0P: (705) 487-2171 F: (705) 487-0113

www.oro-medonte.ca

oistS an

Base Diameter for Pier S acin Based on 150 kPa6'-0" 8'-0" 10'-0" 12'-0" 14'-0"

6'-0" 8" 10" 10" 12"g~_0" 8" 10" 12" 12"10'-0' 10" 12" 12"12'-0' 10" 12"14'-0' 12" 12"

Property Address:

Deck Size: Width: Length:

Deck Height: Grade to top of decking

Material:

Stairs: Provide uniform tread depth and stair rise.

Riser: min.4 8" - max. 7 8"

Tread: min. 9 4' - max.14"

Nosing: max. 1"

Guard: Height:

Type: 1. Cantilevered pickets system

2. Post and rail syatem

3. Other, please specify:

Steel, aluminum and glass railing systems must bedesigned in accordance with the structural requirementsof Part 4 OBC Div. B and engineered design must besubmitted, including providing engineered loading report.PVC or composite decking and guard system must haveMinisfer ruling or BMEC approval accompanied withCCMC reporf. A copy of all approvals is required. Guardassemblies that are site manufactured as in glass/woodor decorative metal is required to be engineered.

Joists: Size: x @ on center

Span: Overhang: (max. 2')

Beam: Size: x x_ply

Span: Overhang: (max. 2')

Beam: Size: x x_ply

Span:

Posts: Size:

Overhang:

(min

_(max. 2')

6" x 6")

Footing:( )Sono Tube:_inch diameter min. 4' belowgrade on undisturbed soil with bell out bottom.

( )Deck Blocks. (Can only be used ondetached deck with an area less than 592 sq ft).

Deck ledger to house (for attached decks):

Ledger board size: Lag bolt size:—(min. 1/2")Lag Bolt Spacing:Lag bolt length: (long enough to pass through

brick veneer and into wood frame)Through bolt size: Length:

(long enough to pass entirely through exteriorveneer and wood frame with washer and lock nut incl.)

DECK PLAN REVIEW AND GUIDELINESPlans for the proposed deck were reviewed under Div. B Part 9 of the 2012 OntarioBuilding Code.All construction to meet or exceed the requirements of the 2012 Ontario BuildingCode and Supplemental Standards.All work whether detailed on plans or not is subject to the field approval of theBuilding Inspector, and shall meet the standards of the Ontario Building Code.

Footings;• FootingslSonotubes rnustbear on undisturbed soil min. 48"below grade, bell out bottom.• Deck foundationlSonotubes recommend to be not less than 150mm (5 718")above grade.

Deck post shall be centrally located on footingslsonotobes.Decks NOT attached to the house, and not more than 24"high may rest on approvedfootinglfoundation system (eg. Deck Blocks) on stone base or native soils (top soils andorganics to be removed).

Framing and Ledger Board:• Decks attached to the house are not permitted to be supported on brick veneer, they shall

be attached to the house framing structure.• Deck Ledgers shall be a minimum 2" x 8"pressure-preservative-treated No. 2 grade

lumber or other approved materials as determined by good engineering practices.• When deck ledgers are attached to engineered wood products (structural composite

lumber rim board orlaminated veneer lumber), the ledger board attachment shall bedesigned in accordance with the manufacturers recommendations or good engineeringracy tires•

• Provide lateral support (diagonal bracing) to deck posts when posts are more than600mm (23 518") in length.

• Beam splices are recommended to occur over post or support only.• Provide mid-span blocking where joists span over 6' 11",

GuardslRailings;• Deck needs to be protected by a guard where there is a difference in elevation of more

than 600mm (23 518") behveen the deck surface and the adjacent grade.• Minimum height of the guard between 24"above grade and up to 5' 11"above grade,

must be minimum of 36"high with no climbable attachments and no openings greaterthan 4". Minimum height of guard for decks more than 5' 11" above grade, the guardmust conform to the above, except that the minimum height is 42". On all guards, NOmember or attachment between 5112" and 36"shall facilitate climbing.

• Pickets shall be fastened with screws at top &bottom. Turned pickets must meet OBC,• Supporting posts are required every 3' 11"for Cedar, and 5' 11"for pressure treated in

typical post and rail guard system.• Provide solid blocking between joists at guard rail posts, where the guard is arap Ilel to

joist direction.Min. 20 Guage framing anchor to be used at post to rail connections, plastic clips are NOTpermitted.Guards shall meet requirements set out in Div. B Subsection 9.8.8. and 1 or SB-7 of theSupplemental Standards of the 2012 OBC.

Stairs:• Wood stair stringers shall be of a minimum size of 2"x10" and the space between stringers

shall be not more than 2' 11" (35"). Stringers shall be supported and secured at top andbottoms.Stairs with more than 3 risers must have a handrail.

General Information:• All lumber shall be decay resistant, with all cut ends of preservative treated lumber treated to

prevent decay.• Ail framing connections shall be nailed in accordance with OBC 923.3.4. Only deck boards

may be secured with either nails or screws. Guards must be fastened in accordance withSB-7. Nailing, screws, lag bolts, and machine bolts shall not cause splitting of woodelements. Fasteners shall be resistant to corrosion. All nails shall be ardox spiral.

• You shall respect the lot grading of your lot and those that surround it.• If the property is located within the regulated area of a Conservation Authority (Lake

Simcoe Regional Conservation Authority or Notawassaga Valley ConservationAuthority), the applicant must obtain approval or an exempt letter from the authorityprior to submitting for a building permit.

PERMIT APPLICATION REQUIREMENTS

The Ontario Builtlinq Code Act requires a permit to be issued prior to starting deck construction if• Deck is attached to the house (or other existing structure).• Deck is occupying an area greater than 10 misq (107 ff/sq),• Deck isadjacent to anentrance /exit.

To apply for a Building Permit for a Deck, submit the following:• Completed Application Form.• Completed deck specifications, (if applicable, the use of this page would be accepted).• Two copies of Site Plan 1 Survey showing all existing structures, location of septic system ,

proposed deck location, and all setbacks and dimensions.PLAN VIEW SHOWING:

Deck dimensions, Post sizes and locations, Beams sizes with span and locations, Joistssize with spacing and direction, Stair location and dimensions (including Rise and Run,Stringer size), all Foundation information and locations.CROSS SECTION AND ELEVATION SHOWING:

Deck height, connection details to structure, post to beam, beam to joists, post to piers,ledger to house and joists. Footing 1 Foundation size and depth. All Guard 1 Railing typeand dimensions including anchorage and blocking to deckjoistframe.

DECK PLAN INFORMATIONA Building permit is required for most deck projects. Prior tobeginning any work, you are encouraged to contact theBuilding Division of the Development Services Department atthe Township Administration Centre to clarify if a permit isrequired for your project.DECKS: Deck repairs, rebuilds, orreplacements -includingjoists, beams, posts, piers, stairs, and guardsrequire a Building Permit. The Building Permit Application isavailable on the Townships web site, and the submission mustinclude fivo (2) complete sets of construction plans. As ahome owner, you may choose to build the deck yourself,however Township staff will encourage you to obtain a properset of construction plans provided by a qualified designprofessional. This will provide you with sufficient informationto complete the project and meet the Ontario Building Code,allowing for a smoother permit application and inspectionprocess.DECKS THAT DON'T REQUIRE A BUILDING PERMIT ORZONING CERTIFICATE INCLUDE:

a) Decks less than 23 6" (600mm) in height from walkingsurface to grade when measured in accordance withthe Ontario Building Code Requirements,

b) Decks not providing access to the Principal Entrance,c) Decks not structurally connected to a building.

NOTE: Regardless of whether a permit is required or not,setbacks from septic tanks, the beds and distribution piping isstill required to be maintained.Decks must not encroach any closer than;a) Minimum 1.5 m (5') to Septic Tankb) Minimum 2.5 m (8') to Tile Bed Distribution Piping

DECK INSPECTION

REQUIRED INSPECTIONS INCLUDE:1. Prior to pouring concrete for foundationlpiers.2. Framing inspection prior to installing deck

boards.3. Final inspection when it is complete4. Additional inspections as per the Building

Inspector.INSPECTION REQUEST: (705) 487-2171 EXT. 2180 orWWW.ORO~MEDONTE.CA (pick Building Information,then pick Inspections, then pick Inspection Booking).SUBMIT YOUR NAME, ADDRESS, PERMIT NUMBER,INSPECTION TYPE, AND DATE INSPECTION REQUES'FOR,

WOOD DECKPOST AND RAIL SYSTEM

BAWDS (9/4' X 8' MW.)

SECTION THROUG}3 STAIRPOST AND RAIL GUARD

F{wppy~ pN 4'-0' ON CEMRE MAX.TO NA7CFf POSE ANDRUL 4' MAX.

3 RON5 OF 3' WVLS

exe• wood cow~e~

AIUUI-PLY BUILT-UP W000eEw (sue r,~ rroR azq~w. e~ sPucEs ro ocwie~~ A ~~~ ~IMUY 2'x8' DECK JOISTS

(VfHEN 1HE JOISTS SPAN OVER SUPPORTS ON.Y.POST AND W10. STNRE~11'~ 9IX1D BLOg4NG 91WLD Z ~~ W000 BEAM TO POST JUNCTION. SEE TH SIDESBE PROVIDED Ai IIID SPAN) DETAIL ON PAGE 4 PoR. OPTIONS. OF bTNRS

SON07UBE PIER IXIENDING MNIMUY 4'-0' 6ELOW CPAOECAN BE SUBSTfMm BY DECK &AClCS ON GRADE IF 7HE

COlUNNS OVQt 2'-0' LONG DECK IS N0T A7TACHm TO THE BUIIDNC AND PROVIDEDMFlSURED FROM GROUND TO THE ~ ~~E FROW GROUND 7C1 THE UNDFRSNE OF hIEUNDERSIDE OF 7HE OEpC FRANNO OEq( SfFtUCNRE DOES NOT IXCEED 2'-0'.ARE FEWIRED TO BE LITERALLYBIUCED

'z4' TOP RNL

1'z2~ ENIX71P

POST AND RAIL NOTES:

1. 3~-11' NA%MUY SPAClN(i BETWFE'N POSE.Z PFtE-DFELL WLOf HOLES IN PICF~75 TOAVOID ~LffTINC.

'4'x4' POST

2'~' PIq~iS AT 4'-2'x4' TOP RAIL W%IMUN OPQYNGS

I~io2'~d' PICKETS HUT. 4'ION CENTRE ~

2'z4' BOTTOM RNL ~

N ~~~~~~1

-~~INb S/16' MACIYlff I`i

2'x2' PIC1~75 AIAX. 4'

~~ 4'z4' POST'

1 z2' QIDCJ~A

Z' 7F6iW(Y1' ZBLOCIQNC ~ E~VfZYAND BOTTOM ~ POST

[]BOTTOM RNL

2~f8-~asr

GUARDRAIL SECTION

IaNI 20 LNG

~~~ ~ 16N. 2'%8~ JOb=

iN'O 5%~B' NACMNE

RAIL CONSTRUCTION ~~TM' ~ ~—~ 4~DER Oh pOST ATTACHhSENTSECTION DETAII. ~ ~~ p~g~yLEL TO JOISTS

1. PROSE A f,~1~RDRAIL NFIEN 7FE DEC!( FLOOR Ffl(,'Flf IS 24' qi AQ€ A9U£ 7FE FMS1fD G(L~OE.SE.E CONSfRUCIION NOTES ON PIGS 3 FOR hE FfE.I(~if OF GIWdIRN_

2 NFIEN GYI~F~IWL 6 NOf REgURfD, PRU9DE A FYVptNL 31'-3B' HCH ON SPAYS IF MOfiE7}~UN 7Fi~E fa5ER5„

a ~ srErs ro ee ~ rasp ~v+o aixa e~rxt~ ur~prxs.Al~M1M PoSE = 4 7/E' ~FJi11GLLY, ~N~dI.M PoSE ~ 7 7/8" ~ERIM~LI.YAfAAJM 'IF~/~D ~ 9 1/4' H(RZONULLY, MWMUY 71FAD = 14' F1QdZONfALLY

4'x4' POSEll] BE ATfAC}Im TO iFIEIN~OE OF RN J013T

v~

NQiEk I.'MIS DIIAR'Q~'G ~S PftOVID[D POR INFOMIA710N PURP0360N~1'. THE PIIOPFAIY OWNER/:1PPIJGINT,CONTII{CIOR A.AUTIES FUlL RF5P0!J98Q.IT'lO0. U56W1HI5 ~fA7FAiiL_>'IHE L3~ OFIHFSE DRAR7NG5 SHOLID 9E AtVME'filAT [.`OT.U1 fANSIHUCI7W ALiTE61:LL OFF6RFDFD]ISALB Bl'Sf/f?LIFAS IS.~'PF.CSiRILY PPIWi]TPD FVR 1AE6'FIPAE REGUI,A'[ED B1~THS OM.1810BUILDING fADE.W,PROPO$m NA7ERIALS IS5UBI~~MPlt01'1L By THE BL'lID1~1G 50tt'ICFS DEI'MN, FNi

aura. z'xe' IOUIFI,SI11~7 O~ RE~UfRED INSPECTIONS INCLUDE:~ ~~ 1.BEFORE POURMG CONCRETE FOR FOUNDATION.~3 — 3' tYJLS ~~ 2.FRAMIN~ PRIOR TO DECbNG BOAR0.S.

3.FINAL PlSPECTION WHEN IT IS COtvPLEiE.

Praud Heritage, Exciting Future 4ADDITIONAL INSPECTION AS PER THE BUILDING INSPECTOR• NM. 2'%E' JdSf

INSPECTION REQUEST: (705) 487.2171 D(T. 2780 or~ iWtl 3/16' w~cwraE ea ~ ~~ 7 South, Oro-Medonte, Ont, LOL 2E0 ~W

OR0.MEDONTE.CA,(PTck Butlding Information, marwm+ ~—t/s• moat P: (705) 487-2171 F: (705) 467-0113 pick Inspections, then pldc Inspection Baokirg).wASHEAS ON EAGi SIDES.POS'TATTACHbIENT www.oro-medonte.ca SUBII~lYOURNAIIE,ADDRESS,PERAH~NUIBER,

PERPENDICULAR TO JOISTS QISPECTION TYPE, AND DATE MSPECTION REQUESTS FOR

3

•~■ge~nmim II

'~: C] ] i1i v

ya ~ '__„--

2 - 3/B' DNAIElER 7HRU ' -'1r'BOL7S N71H 1 1/4' OUTSIDEOIMEfRE WASFIEAS

2'%4' WOOD BIIICKINO AT4~'~0'~ONN~~f~ MIN.

OPFlANC

GUARDRAIL PICKETELEVATION DETAII.

WOOD QECKFLOOR BASE CONSTRUCTION DETAILS

5EC'~IbN'T~TROiJ'GH. D~CIf

~:~,~ ~10 DECK

AT

1!~'

woon.e~ui ro.PosrJUNCYgN: SEE OETiVL

2 ROYS OF 3' NNLSoN eoni roes ~r -EVE7iY BLOCICINC

aRronoE soup2'x(BFi~M .S~ZFa EV

m 18~ OP! CENTREBEIVIEEN AfEA1BQt5

yo idreaui'.71DNC' M1D

teDc~x.BOARo

.. ,~.3 ~ 4•: DEEP' WNu~uM ~.. ~. - IIboD~ FRAME

UfS 60LTS.A7 t.~PQURFD CONCRETE PIQt ON, (~NiRE.

~-.o"as ~~ ti ~ a~ a+~i AV rusrima ~uT~w,}, SOR.r SEE' 7A,BLE BELOW BEFikO. LEOOER

T FOR.SRES. BOAgD'.AND A80VE10' MRI. SpMO

WALI: CONNEC'T~ONTHROUGH $IDIN6 ~Gnr •r.~~ ~ P~

Exc~v~noN sHou~o eeseam our, stE .CONSIAl1CTI0N NOTE /3.

LATERAL BRACING DE'4'AI~.S.

vp~ e~aacn+o way+JpSIS.UO NOT .AlION ~Y71H PO515.

x°,M• saneiw

BRACING PARA r r R~ Tfl gEAI~4 BRACING PERPENDICULAR TO BEAM

~cxs cr~mt rr+~n 2+" /90VE CRADE SFWl BE PROYIDm WITH UTFFAL BRAgNO TO ENSURE DECK STIBILfIY

WOOD BEAM TO POST JUNCTION OPTIONS

OPTION A OPTION 8 OPT10N CBFAM FASTENED BEAA1 Sfrf1NG BE4M SITTINGTO SIDE OF POST ON TOP OF POST ON NOTCHED POST

2-1fT' CARRIAGEBass wrtH R~.:rioWs_ oF~.4~'wW3. ~1TWASHERS ~-" 1&?~.bH.~.CaIiRE'i18HG .&NUTS ~J~~%T-'Gf YI' eE~,.fH_'OF~BEAM''.EACH

W000 BEAA1 WRH

cu~eis ~ori•eo~nfiIDES OF POSE N1TtiMMWUM 8 - 3'SCREWS OR 3' NAILS

r

IE9 OFA 8 .-3' tWl

OP110N DBEAM SITTINGON POST CAP

-MIN. 8'X8' W000 COLUMN

COIVSTRIJ~.`f'IO.RF NOTES;

t. oECjcs MUsr eE ~TracHEo To NouSE.MINIMUM f/2" DIAMEfFFt' 60I:T5 AT AIA

2 MAXIMUM' CANTILEVER, .FOR UOISTS. & , Bf.3. WID~IJ (BELL) ~OTrOM .OF' PIERe: IN :.

TO USE.A 10a qR '12~ AUGER; DOUR4. ALL FASTENERS SW~LC. BE RESISTANT . ,5. PLL ~LUMBpi SHALT: BE DECAY RESIST

RRESSURE, TREA7ED,'LUMBER SHAM. BE8. A GUi4R.P MUST BE PROVIDED IF~~DECK7. MINIMUM HEIGHT QF GU,4(iD FOR A DEC8: MIN~NUM HEIGHT qF GUARD FOR q OTC9. MAXIMUM .4" OPENING.. BETWEEN :PICK10:. NO' MQABER OR.~ATTACHMENT~BETWEEN17. SOryDTUBE. PIFJi p~TENDING., }'=o~ 9fio'(}IE,DECK IS ,ryOT A'IT,~CHED: TO TryE QUUNDERSIDE 'OF TF{E DECK ~~UCTURE

~a~ :... NO1E: BEAM SPUCE4 NU5Toccur bvQt stiaPontsexe' wood coauuii

f srrtiictuRu ~;n►euic (Nor eRiaz v~~a) winiCENTRE .._ ..

CdURSE.Gf2FUNED~SO~L (SANgS AND GRAVELS) R MAY BE NECESSNiY~..CONCREjE,9A5E TIiQJ PLACE T}IE SQNOTUBE f3N TOP.TO' CORROSION:. , ..

ANT'No..2'(SPRUC~, PINE, FIR) OR BETTER AND ALL CUT ENgS OF?REAT~D.. TZl. PREI!ENr OECAY..DFIAbR H~GHT IS .24" OR' MORE ABpVE THE FlNISHED GRADE.K BETWEEN 24` ANA 5'-1~1' ABOVE CRADE SHALL BE 2'=11' HIGH.K MORE THAN @'-11' AB01/E GR4DE SHALL BE 3'-8' HIGH.EIS:T}lE HOGHT O~F 4" AND 2'-11" ON 'THE GUARD SHALL FACILITATE GUMBINGW GRADE CAFJ BE SUBSTITUIED.BY pECK BLOCKS ON GRADE IFILDIKC; AND, PRbVIDED' THE DISTA~JCE FROM Gf20UND TO THEDOES NOT EXCEED 2'-0'.~

LEDGER BOARD DETAILTYPICAL PACING NO LEAD ANCHORS

z b.5"MIN. for 2" x 8"~-̀N ~ 8.5"MIN, for 2'`x 10"

O 7.5" MIN. for 2" x 12"

2" MIN. APPROVED FASTENER STAGGER IN TWO (2) ROWSLAG BOLT SIZE 10'-0"JOIST SPAN 14'-0" JOIST SPAN1Y2" LAG BOLT 16" ON CENTRE 12" ON CENTREEQUIVILENT 16" O/C EVERY JOIST SPACE EACH JOIST SPACE WITHJOIST SPACING 'f WO EVF.~RY OTHER SPACEEDGER SHALL NOT BE NAILED, MUST BE LAGGED OR BOLTED TO THE STRUCTURE

WALL CONNHGTIOIVT~iRoucH Brercx wntz:

WOOD DECKCANTILEVERED PICKET SYSTEM

SECTION THROUGH STAlltCANTILEVERED PIC%ET GiIARDRAIL

4'x4' SUPPORT POST COMINUOUS 2'x8'AT JUNCf10N BETWEEN GUNtD

STNR AND DECK ~~ ~~{ ~/~7T~W5 AT

COWfYiS aVk7t 2~-0LONC ME/SURED FRO4GROUND TO THEUNDERSIDE OF 7HEOECK FRAYING AREREWARID TO ~ ILITERALLY BRACED

v :4. ~ :~

.̀? ~ r_:'

3' /7 SCREWS AT 12'ON CENTRE BEiU'EQIPlq(E1S

Z'N4' OR 2SiB' TOPRSA

2"x4" RAIL01%I

2'x2' PICKETS A/AX. 4'OPFflItkiS

3' /8 SGtEN'S AT 8' i~ ~ N

3' I7 SXtflYS ATEVF71Y PICI~T

Z.~. ~+~

JOIST ATfK7iNEM

SONO'fUBE PIQ2 IXfQIDING YIMYUAI4~-0~ 9F10W GfUDE f~1N BESUBSrtIUTED BY OEpC BLACKS ONGRADE IF 7HE DEdC 5 NOT ATfACF1EDro n+E eu~na+c u~o aROHom trypSfANCE FROM I:ROUND TO 7FiEUDIDEIiSIDE OF 7F1E DEgC 57FtUCNRE006 NQf IXCEm" 2'-0'.

2'x4' OR 2'MB' TOP

2-1 /2' /7 SCRflYS ATEYdtY PIZ1~f

2'z4' IWL

2'[2' PICKQS IIAX. 4'OPtTHNCS

7N0 3' ~E SCPEN'SLOGiED TO AV010FLITTING

3' f7 SCREMS ATEYEi(Y PICI~f

N

m j INSER7E0 in M1p.E W

MIN. 2'XB' FEM JOIST7N0 3~ /B SCREWS AT

NBI. 2'XY END JgSTEM.H OUTER DEgC

B~ ~ ~~ SOLID BLOCgNG AT 18' ONCONNECTION. CEMRE (FASiQ! PoY JOISTro e~ax wm~ a-~V,'~wn.s

RiMJOISTATTACHME13'i' ~i E~pi aD)PERPENDICULAR TO ~ GUARD PARALLEL TO]OIST FLOOR JOIST ATTACEIbfENT FASTEI`IING DETAIL

7.

2

7 43 DEGF~~W~

_lY MSFIifmtEE ANGLE II

a'u~ ~I'' ~ . ~a -. ~

MISI~

l ~•]f f

~1'.'~•~'}

1 `Y"1̀ • ~

't n ~~

t •] '~

,,~

I~,'IR

~ 11i~3c~~ ~,...z

w ~~ ~~ :.> »~ n

~. a" c...

,szm:.:~a~-u

sa a~

11' .' a.: ~ ~ 71' 1 ~ ~ ~ 1_

1. PR0~1DE A GIWiDIt4L WFfN '111E D~1C FLOOR FfKttf IS 24' OR MORE ABd.£ 1F~ FYiSfD GHApESSE COP6fRUCf10N NOf6 ON P/GE 3 FOR 1Ff FflGli~ OF (iYROPo1IL

2 WFFN (XWmR4L IS NOT f~'pURED, PROAOE A FMN]FAIL 31'~i8' F1(ii CN SfIIFS ~ ►Ip~7Fi4N hItEE RISQS,

3. ALL SIFPS TO BE EOIYL RSE MU RUN BEfM4N IADOfJGSNNMUY PoSE m 4 7/8' VERIIGLLY. MWMUAI PoSE ~ 7 7/8' VER{ICALLYAINAIUM TREAD ~ 9 1/4' FiOf~ONfALLY, AM70~11M 7F~)1D ~ 74' FIOPoZCNULLY

CANi1LEVERED PICKET NOTES:

RiOVIDE A WDHNUAI OF 10 PICF~75 BEYOND 7}~ RER1I81 IF FND RESfR~1M OF THE GUNiD 5 PRO/Ipm Bt'THIS RENIiN DEVIL ONLY. OfFiERWISE A P0.ST IS REWIRED. (StE' POST' ATfAG~NIFM DETNL ON PACE 3)PRE-0PoLL PILOT HOLE IN PoCKEfS TO AVdD SPLITfiNG.

t~'O'IES: I. THIS ORAtFWGIS P120\'IOPD FORT\FOR3L~TON PUPP00'EQ~`i.l'.7SIE PROPE0.T'ORMQ/1PPLIf~1N{, If,OMRAt.'IOR ASSU4F5 FU[LRFSPQV SIBIf1T' FOR USE OFTrfiS TIATERI,W7HE ISER OF'IFIFSE DAal47NG55NOUID BL' AW.iRETIiAT A(7T.ill.CQYS1'RUCIION N.ITERI.iLOFtEftLDFDR SATE Bl'SUI'17.IFRS IS:IECFSSAIULI" PFA.UIiTFD FOH USE WFiE7tE REGUL{7ED BY THE OMAAIORS

BUIIDI\G CODE N.L PAOPOSm rL1'[EAIALS IS SUBI~"ro.u'P90tiAL Bl' l}{E BUILDI[~G SFJlVI~S DF2,VCI)IIiM'.

Proud Heritage, Exciting FutureLine 7 South, Oro-Medonte, Ont, LOL 2E0

P: (705)487-2171 F: (705) 487-0113wwva.oro-medonte.ca

REQUIRED fNSPECTIONS INCLUDE:1.BEFORE POURING CONCRETE FOR FOUNDATION.2FRAMING PRIOR TO DECFONG BOARDS.3.FlNAL MSPECTION WHEN R IS COA~LETE.4ADDITIONAL INSPECTION AS PER iHE.BUILDUJG INSPECTOR

INSPECTION REQUEST: (70~ 487-2171 EXT. 2180 arWWW.OR0.MEDONTE.CA ,(Pick Buildng Infamatlon, then

pick Inspectlons, men p~k Inspectlon Booking).SUBNR YOI1R NAl~, ADDRESS, P9il9L NUABER,PISPECTIOH TYPE, AND DATE QISPECTION REQUESTED FOR

MULTI—PLY BUILT—UPWDOD BFNA (SEE TABLEON P/Y.'E 4 FOR 9ZE).ALL BEAM SPLICES 7C1OCCUR OVER A COWABdOR SUPPORTS ONLY.

3' /8 SCREW INSE7iiFD

WOOD D.ECK

FLOOR BASE CONSTRUCTION DETAILS

. .

'1l.' ���JJig�� 'ro. DECKJOIST FRAM! G .

"·_:cr_·,_·c RS .(Willi,

Af'P O NAILS). BEYOND JOIST,S �

LEDGER. BOARD' · lAG�BQLTEO·· TO· .

,OUNDATION WAIL WITH )I! · · O!A:. ·oo· SCREW. WITH SHIELD. �T- ---. ip1f CENTRE, (SEE:. DETAILS. BESIOE.'FOR . . All[RtjATE

. CONNECTION:lYPES/

. . u ..

I -1..__,i,--l-

�T t10• :·:s

BOTTOM or PIER �EXCAVATION SHOULD BE BEU.£0 OUT, SEE l:qNSTRUCTION NOTE #J,

"two: DECK ·scREw's· AT EACH DECK. BOARD ANO f.VER'(·JOIST, lYPICAL

MIN. 2'XB' DECK ·JOISTS BEYONDT\.IREE 3';1/t N:.iLs �Tf.VER'I JOIST- ANO RIM .JOIST

. .

��£Dn8�tl° b��BELOW" . .

..

uiti .. �•xa• woob .� ANCHORED .TO :CONCRETE: PIER ·w!T1-I METAL.SHOE.·· ANO· 1/2"· OJA. BOLT, SHOE." ANCHORED .wml BQLT EMBEDDED. IN.· PIEl1.4" OEEP. MINIMUM · •.

POURED CONCREIE PIER z MINIMUM 4''-D' BELOW :ii GRADE ON UNDISTURBED b . SOIL·. SEE" TABLE BELOW I FOR: SIZES •. ;, '-'-===---

LEDGER .. BOARD. LAG."BOLTEJ) W

� f-J-µ..�- \WJ�U��;CK Wffl:f. 1/2. QIA. lAG BOLTS.AT -� O.N .CE:NfflE. . (CAtiTJON:-. 00_. NOT OYER TigHTEN)

WALL CONNECTION THROUGH BRICKWAtJc.

nASHING MATERIAL . BEHIND

.. SIDING·_ANO

PVER��ING.

l.ED9ER -BQARD

· · LEDGER BOARDlAG'"BOLTED 'To·WOOD"FRAME "'lf��

1[[t:===�-wrn'i· f/:i" b1A..

lAG BOLTS .. AT -,--. ON. CENTRE.

rlASHING MATERIAL BEHIND:· LEDGER BOARD'. AND ABOVE s1�1N�. . .

;��ii��:b�gtALL

LATERAi!.. 13RACING DIETA!II...S.

•

2•,4• MINIMUM 3/4" DIA THRU. BOLT TYPICAL

IT IT BRACING PARALLEL TO BEAM

·�:�, .

2'.x4' MINIMUM

PROl'JDE BLOCKING l\!ifN JOISTS .DO NOT .AIJGN WITTf POSTS •

24'"

'BRACING PERPENDICULAR TO BEAl\f

DECKS GREATER THEN 24" ABOVE GRADE SHA!L BE PROVIDED WITH lATERAL BRACING TO ENSURE DECK STABILITY

WOOD BEAM TO POST JUNCTION OPTIONS

OPTION A BEAM FASTENED

TO SIDE OF POST

OPTION 8 BEAM SITTING

ON TOP OF POST

OPTION C BEAM SITTING

ON. NOTCHED POST

OPTION.D BEAM SITTING ON POST_ CAP

2 ROWS OF 3• NAJLS ON BOTH SIDES AT EVERY BLOCKING

2 -1/2" CARRIAGE . BOLTSWITH WASHERS

PROVIDE SOLID 2",(BEAM SIZE) 1 B" ON CENTRE BETWEEN MEMBERS

• &NUTS

WOOD BEAM WITH MIN,2."x4"x20" HIGH GUSSETS ON BOTH SIDES OF POST WITH MINIMUM B - J" SCREWS _OR J" NAI�

MIN. 6"X6" WOOD COLUMN

(2) j/2·THRU "BOLTS Willi: .

woo� BEAM wrrfi MINIMUM 2'ii4"ii2it· HIGH. GUSSETS ... ON··. BOlif_.SIOES OF· P.OST·l'/Tll(Mlifi�Uf.

f B _;;; �· .

SCREWS. OR J" IIAILS Boot MUST BEAR ruLL Y·

-'--'Z--L. ON .. NOTCH

CONlTNUOUS . SPACING . .. MATERIAL. BE]WEEN..

MEMBERS .

!N. 6"X611 Wooo COLUMNNOTEi . . BEAM . SPLICES MUST OCCUR OVER.SUPP.ORJ:S

coNSTRlli:::'tlCJl',I NOTES:.

1. DE¢!<S MUST EiE .Att..:ciitO TD HOUSE FQl/NPATIOl'_-l .. off.STRUCTURAL F�IN_G (NOT BRICK VENEER) WITHMIN!MUM 1'/2" plAME.fER �OlcTS. AT M�IMUt,l .241· .Ot-1,·.C_El'"!TRI;; :•

2. MAXIMUM' CANTILEVER FOR ·JOisrs. & 81:AMS BEYOND; ·suPPORT IS. 24". 3. WJDEi'/ {EIELL)' BOTTOM. Of' _P.IERii, . _ IN C:!)!,IRSJ�.G�NEI) $,O!l <*ANOS 1\f'.10 GRAitas) IT MAY BE NECESSARY

TO ·u5E_./\. 10'.1 <JR �2''.' AUQER, _POUR ...... Cpl'j(,RfTl1: B/\SE TH.EN PEACE THE SQNOTUBE QN TOP.

4. ALL FASTENERS $1-i,\l(.. BE" RESISTANT ro· CORROSION:. .. . 5. ALL -LUM!3E/j SHALt BE OECAY RESISTANT· Nii. -2·· (SPR!-!¢E, PINE, FIR) OR BETTER AND ALL CUT ENDS OFi>RtssuRE ):RE>.rEO,. L91,1B_E�_ stiALL. BE: TRE"AtEb.. T9 PREVENT o�<;Av. . · · · ·_ 6. .A GlJ�D· 1,11.!ST Blc. PROVI_DED.) F- QEc.!� nopl'l .f!EJ.GHT is .2_4" OR" MOR!,: ABOVE THE FINISHED GRADE.

7. MINIMUM HEl\lHT QF -Gl/AR.D- FOR .A. .DECK EiJ;TWEEN· ;!4" _AND 5'.:..-11" ABOVI:: (/RAQE.

SHAU:. BE 2-''-11• HIGH. 8, MIN!�UM f!EiGH'l: Of GiiA/:iQ FQR A OE;(;(( MORE .THAN :i'-11• ABO'IE GRI\DE SHALL BE J'-6� HIGH.9. MAxlMUM 4> ·oPE:NING' .. BElWEEN PICKETS; . . ' Hi,. Nd' MEM!3�R OR. �TTAC!i',IENT :s_EJW�EN TH£ H!;:IGHl' QF 4� AND 2'-11" ON 11:IE GUARD SHALL FACILITATE CLIMBING,1 I. Sdli!cij"UBE, PIER i:XTENDiNG 4' .:.,Ci• !3E'LOW GRADE C:Aj\l EiE SUBSTITUTED . BY DECK BLOCKS ON GRADE IF

THE DE¢R _IS .NOT ATIAGHE!? J/) JliE BUiLDl�G: ANO. PRQVIDED THE DISTAN_CE FROM GRQI./ND iO THEUNDERSICJE 'QF·" Tf!E _DECi< ·sTRUCT\JRE DOES NOT EXCEED 2'-D".

.

LEDGER BOARD DETAIL ,,TYPICAL

© ��I » (g �

SPACING �

?

= .I'= zI< N -? ·� :E

©

I NO LEAD ANCHORS I ©

">s.5" MIN. for 2" x 8" 6.5" MIN. for 2'"x 1 O"

� 7.5" MIN. for 2" x 12" =

1-'2"MIN. APPROVED FASTENER STAGGER IN TWO (2) ROWS

LAG BOLT SIZE 10'·0" JOIST SPAN 14'·0" JOIST .SPAN

1/2" LAG BOLT 16" ON CENTRE 12" ON CENTRE EQUIVJLENT 16".0/C EVERY JOIST SPACE EACH JOIST SPACE WITH JOIST SPACING TWO EVE_RYOTHERSPACE

JlJ:DGER SHALL NOT BE NAILED, MUST BE LAGGED OR SOL TED TO THE STRUCTURE