TACBOC STANDARD DETAILS

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1 TACBOC STANDARD DTALS THS DRAHN6S LLUSTRAT SOM OF TH MNMUM ONTARO BULDN6 GOD RQURMNTS HHGH APPLY TO TYPCAL RSDNTAL GONSTRUGTON N TH 6RATR TORONTO ARA, AND AR PROVDD FOR NFORMATON PURPOSS ONLY. THY DO NOT NCSSARLY RPRSNT VRY DTAL OF BULDN6 GONSTRUGTON, OR ALL MNMUM STANDARDS HHGH APPLY. FOR MOR DTALD NFORMATON ABOUT GONSTRUGTON R6ULATONS RFR TO TH ONTARO BULDN6 GOD, YOUR MUNCPAL BULDN6 DPARTMNT, OR A QUALFD DS6NR. CLMATC DSicSN RQURMNTS THS DTALS APPLY TO ZON NON-LGTRG 5PAG HATN6 ONLY. ARAS OUTSD 6RATR TORONTO MAY B SUBJCT TO DFFRNT GLMATG CONDTONS HHGH MAY S6NFGANTL Y AFFGT GONSTRUGTON RQURMNTS. TH GLMATG DS6N DATA HHGH APPLS TO TH SPGFG BULDN6 LOCATON SHOULD B CONFRMD BFOR ADOPTN6 ANY OF TH DTALS N A PROPOSD DS6N. GLMATG DS6N NFORMATON MAY B FOUND N TH SUPPLMNTARY STANDARD SB-1 OF TH 200b ONTARO BULDN6 GOD. TABL OF CONTNTS SCTON A APPLCATON csud SCTON c, CARPORTS AO A02 A03a A03b A03c. A03d BULDN6 PRMT a t A DRAHN6 RQURMNTS FOR A RSDNTAL ADDTON SAMPL DRAHN6 Site Plan SAMPL DRAHN6 Basement Plan SAMPL DRAHN6 Ground Floor Plan SAMPL DRAHN6 levation A03<0 SAMPL DRAHN6 levation A03f A03g A03h A031 SAMPL DRAHN6 levation SAMPL DRAHN6 Cross Section SAMPL DRAHN6 Construction Specifications SAMPL DRAHN6 Schedules SCTON B, BASMNT ALTRATONS BOla BOib BOle. BOld B02a B02b BASMNT HALKOUT Plan t Sections UNDRPNNN6 Sections BNGH-TYP UNDRPNNN6 Section $ Notes UNDRPNNN6 Plan, levation t Notes BASMNT AGGSSORY APARTMNT Building Code Requirements - xisting BASMNT AGGSSORY APARTMNT Sample Plans and SpeciFications GO a GOib GO c. GOld GO<O GOlf A TT AGHD CARPORT Sloping Flat Roof Plan : Section A TT AGHD CARPORT Sloping Flat Roof Tables 4: Notes A TT AGHD CARPORT Sloping Roof, Details A TT AGHD CARPORT Flat Roof, Details A TT AGHD CARPORT Gable Roof Plans Sedion A TT AGHD CARPORT Gable RooF, Details SCTON D, DCKS DOia DOib DOle. DOid D02 HOOD DGK Fixed to Solid Nasonr Foundation A!all Plan t Section HOOD DGK Fixed to Brick Veneer $ rlood Frame Plan : Section HOOD DGK Stair Section Latera Support for Free Standing De<Oks HOOD DGK Tables.$ Notes GONGRT PORGH 4 GOLD GLLAR Plans, Sections.$ Notes SCTON F, FRPLACS FOia FOib MASONRY FRPLAC F'lan 4 Se:c.tion MASONRY FRPLAC Details TTL TACBOC TABL OF CONTNTS STANDARD DTAL TO a

2 SCTON G: GARAGS TABL Of CONTNTS SCTONS: SPCFCATONS SOl" ATTAC.HD SARAS SOl" SFC.FC.ATON Plan $ Sections BULDNS C.OD STANDARDS SOib xc.avation, Concrete ATTAC.HD SARAS.$ tviasonr Tables t Notes SOib SFC.FC.ATON SOl.:; ATTAC.HD SARAS BULDNS C.OD STANDARDS Sloping Roof V</ Hood Frame Construction Frame V<all Details.$ lnsu at ion SOic:l ATTAC.HD SARAS SOl.:; SFC.FC.ATON Sloping Roof 4 BULDNS C.OD STANDARDS Brick Veneer Details General nformation SOle ATTAC.HD SARAS lec.tric.al, Hec.hanic.al Sloping Roof 4 SOic:l SFC.FC.ATON Solid Jv1asonr Details BULDNS C.OD STANDARDS so T ATTAC.HD SARAS Struc tura Span Tables Flat Roof 4 a Notes Frame V<all Details so1g solh SOil SCTON 01: ii'all SCTONS DTALS ATTAC.HD SARAS Flat Roof 4 v-101 FRAM v-all SC.TON Bric.k Veneer Details Fe Basement ATTAC.HD SARAS v-102 BRC.K VNR v-all SC.TON Flat Roof 4 Fe Basement Solid Nasonr Details ii'!ob DLTD ATTAC.HD SARAS 6aspraofing 4 v-104 C.RAv-L SPAC- nsulation Details Heated 4 Unheated S02" DTAC.HD SARAS v-105 SLAB ON SRAD Sloping or Flat Roof Frame.$ Bric.k Veneer Halls Plan.$ Sections S02b DTAC.HD SARAS ii'!ob" SLOFNS ROOF DTAL nsulation a Ventilation V.V Alternative Tables.$ Notes ii'!obb FLAT ROOF DTAL S02.:; DTAC.HD SARAS nsulation.$ Ventilation 01/ Alternative Frame Details v-101" Nv- ROOF ATTAC.HD TO S02c:l DTAC.HD SARAS XSTNS FRAM v-all Brick Veneer Details Sloping Roof S02e DTAC.HD SARAS v-1011:;> Nv- ROOF ATTAC.HD TO Solid Nasonr Details XSTNS BRC.K VNR v-all Sloping Roof SCTON H: BARRR FR v-101.:; Nv- ROOF A TT AC.HD TO HO BARRR FR v-ashroom XSTNS SOLD MASONRY v-all Grab Bar Hall Reinforcing Sloping Roof H02 UNVRSAL BARRR FR TOLT ROOM v-108" Nv- ROOF ATTAC.HD TO Tables 4 Nates XSTNS FRAM v-all Flat Roof HOB" BARRR FR RAMP v-1081:;> Nv- ROOF ATTAC.HD TO Requirements.$ Construction XSTNS BRC.K VNR v-all HOBb BARRR FR RAMP Flat Roof Construction Details ii'!08c. Nv- ROOF A TT AC.HD TO SCTON P: PLUMBNG SYSTMS XSTNS SOLD MASONRY v-all Flat Roof POl RSDNTAL FLUMBNS v-10" SC.OND STORY ADDTON Schematic Plan Ceiling Replacement F02 STORM AND SANTARY PUMPS ii'ob SC.OND STORY ADDTON Schematic Plans Naintain xisting Ceiling FOB SRYv-ATR RC.YC.LNS v-110" FRAM PARTY v-all Sc.hematic. Plan 4 Notes Vertic.al Sec.tion F04 SFC.FC.ATONS-FLUMBNS v- lob FRAM PARTY v-all Notes Details ii'oc v-oc:l FRAM PARTY v-all Service Details FRAM PARTY v-all levation 4 Plan Details TTL TACBOC TABL OF CONTNTS STANDARD DTAL TOib

3 BULDNG PRMTS HUST B OBTAND BFOR YOU START HORK ON A NH HOUS, AN ADDTON, OR ANY ALTRATONS TO AN XSTNG HOUS HHCH AR SGNFCANT N NATUR. PRMTS AR GARD TO THOS PROJCTS HHR HALTH< SAFTY HATTRS AR NVOLVD, AND XST TO PROTCT YOU, OTHR HOHOHNRS, BULDNG OCCUPANTS, FUTUR OHNRS AND TH COHHUNTY. HHN DO ND A PRMT 7 CONTACT YOUR. LOCAL MUNCPAL OFFC FOR. SPCFC PR.HT RQURMNTS FOR. ANY PARTCULAR. PROJCT. PRMTS AR. NOR.MALL Y R.GlUR.D FOR.. Bcilding an detached structure larger than 10m 2 Building an addition to our home Raised porches or decks Carports or garages Structural alterations Hoving or lifting our hocse nstalling a ood stove or fireplace Partitioning a basement or adding a basement entrance Great ing an apartment in our house Altering or adding an plumbing Demolishing a house PRMTS AR NOT NOR.MALL Y R.GlUR.D FOR.. Detached structures Om 2 or less in area Decks V'-lhich are 600mm or less from grade Replacement of HincloHsl doors, roofing or siding NeH interior Hall, floor or ceiling finishes Repairs to chimnes porc.hesl decks or roofs rlaterproofing repairs to a basement Replacement of plumbing fixtures Replacement of a fur-nac.e HOH DO GT A PRMT?. Prepare drarings Hhic.h accur-atel and to scale describe the construction ou pr-opose. Standard technical details are available at our local municipal office to assist in the preparation of our plans. The attached sample plans are an example of the scope of drahings usuall required far an addition to a house. THS DRAHNGS AR NOT NTNDD FOR US N YOUR PRMT APPLCATON. F ou have someone else prepare our- plans, ensure the designer has the appropriate qualific.ations required in the building code. t is usuall advisable to verif Nith our local municipal office that our proposed site plan y.jill meet local oning standards before ou prepare the complete construction plans. 2. Visit our- local municipal office, and complete a building permit application. 3. Pr-ovide the required number of copies (usuall 2 or 3) of the construction drahings, including a site plan. 4. Pa the permit Fee. 5. F the approval of other agencies such as the Conservation Authorit applies to our application, contact the agenc and appl For- appr-oval. Your local municipalit can advise au if an outside agenc approvals appl to our appfic.ation. HHN HLL GT TH PRMT? Your permit Hill usual be issued Hithin 10 to 15 business das if our drahings are c.omplete and the proposed construction meets local oning standards and the Ontario lcilding Code. F the approval of other agencies is r-equired due to the location of our construction, such as the Conservation Authorit, the permit ma be delaed. HHAT DO HAV TO DO AFTR GT TH PRMT? RevieN ocr approved permit dranings before ou start Nork, and keep them on the project site at all times. Hake Harking copies if necessar-. The permit must be posted in a conspicuous place on ourpr-opert prior to starting Hark. You can commence constr-uction an time after obtaining the permit and our permit Hill remain valid for a minimum of six months. Local utilities such as hdro, gas and telephone operate independent! from our municipalit and should be contacted regarding their specific approval and inspection requirements. All utilities must be contacted pr-ior to commencing an excavation to determine the location of an nearb underground services. nspection requirements are normall noted on our permit drahings or the permit itself and must be arranged b contacting the municipal building inspection office prior to covering the Hork. Far a house addition, an inspection is usuall required for footings a: foundations, structural framing, plumbing, heating, insulation and vapour- barrier-s and final inspec.tions before using the neh spac.e. Smaller- projects suc.h as decks, garages and minor alterations Hill usuall involve fey.jer inspections. f changes to the approved Hark are anticipated, speak Hith the inspector to determine if a revision to our permit is required. PLAS RHHBR TO HORK SAFLY! TTL TACBOC BULDNG PRHT Q $ A AO STANDARD DTAL

4 A small housing addition Nill usuall require the submission of the folloning dranings. All dranings must be accurate! drarm to scale, ln lnk. f the drahings are prepared b someone other than the ohner, the designer must have the qualifications specified in the building code. ST PLAN A ST PLAN is a dmning shoning the Gomplete propert and identifing all structures in relation to the propert boundaries. A propert surve is commonl used as a template for developing the site plan. The site plan should include: Scale North arroh Street loc.ation 4 name Lot lines.$. dimensions to all buildings xisting proposed buildings Proposed changes to existing grade FLOOR PLANS A FLOOR PLAN is a draning of the stru<oture as seen as if it is wt horiontal a fen feet above the Floor line. One floor plan is required For ever floor of the house Hhich is affected b the neh c.onstruc.tion. ach plan shor-s the inter-ior laout of the level in question as Viell as providing the 5tructural framing information for the floor or roof above. Floor plans should include: Scale Use of rooms spoces (obei) Dimensions xtent of neh construction including neh Hork Hithin existing building Sie, tpe and location of exterior and interior Halls and partitions rlidths, locations and lintel sies of all openings Location! dimensions and direction of stairs References to detailed drahings Haterial specifications or notes Heating and ventilation details Location of smoke alarms and carbon monoxide detectors LVATONS LVATONS shah the exterior vieh of each side of the house. ach elevation is identified b direction it is facing, and should include: the Scale xtent of neh a existing construction Dimensions of Halls, HindoHs 4 doors 6rade level xterior Hall cladding, finishes t flashing Overhang dimensions Roof shape, slope <1 finish Rain Hater leader <1 eavestrough SCTONS and DTALS A SCTON represents a vieh of the house along an imaginar line at a particular location, a illustrates construction details. The extent of the section should correspond Hith the sectional arroh shorn on the plans. Sections should indicate the folloring: Scale Details of footings, foundations, Halls, floors <1 the roof Distance From grade to floor <1 underside of footing Attic 4 c.rah 5pac.e ventilation Some aspects of the project ma require some specific details, such as engineered roof truss drahings. An inventor of sb:::mdord construction detoils is ovoiloble from our locol municipol office! Hhic.h con be used to augment our plans. TTL TACBOC DRAANG RQURMNTS STANDARD DTAL FOR A RSDNTAL ADDTON A02

5 LOT 8 XSTNG SHD LOT Cl LOT 10 1'130mm HANTAN XSTNG DRANAG SHAL B050mm ST PLAN SCAL 1.:200 SKTCH OF SURVY OF LOT RG.'D FLAN 4220 CTY OF TORONTO B.C. TRANST. O.L.S. DCHBR 31ST, XSTN5 2 STORY lrck DV>LLNG NO.S6 XSTN5 STORY lrck 4 FRAM DY-LLN5 NO. 58> [{) Y () XSTN5 STORY lrck 4 DY-LLN5 NO. 40 XSTN5 DRVHAY rrrn KHALMUR CRSCNT ZONNG R2 Z0.6 DSCRPTON LOT C:VJMG GROSS FLOOR N A LloNOSCAPD N A NO. OF S7f1R/ S HCHT TH DPTH PloRNG LOT NO: P.AN NO: LOT N A LOT ' b4m.2 XSTNG ADDTON TOTAL " ALLO 0 " B6.5.2m m2 0.05m2 1' m m2 Ob5m2 1' '1m STORY STORY STORY 4550mm 4550mm 4550mm OOOOmm 'lg!50mm 1<::j5Qmm 1'150mm ''15mm 5050mm 15145mm!OOOmm LOT FRONTAG mm LOT DPTH 58110mm 5 TBACKS XSTNG PROPOSD FRONT Ylolill 1620mm 1620mm R lor Ylolill 183"10mm 12'101mm NTR/af 510 (-) 3050mm 3050mm NTR/af 510 (-') 1220mm 1220mm JTR/af NOT. ZONNG RSTRCTONS VARY N VRY HUNCFALTY. CONTACT YOUR LOCAL HUNCFAL OFFC FOR SPCFC STBACKS AND OTHR LHTATONS N YOUR ARA. owe. NO. TTL TACBOC SAHPL DRAJAN6 A03a STANDARD DTAL ST PLAN

6 7 9--Q:2CJrnrr'--tj;l _2_1_m_:m:'AD":Docn_T-O-N= ===="--tf mm n 548lmm 1220mm rmm t 24.4-bmm.H O5mm O5mm O5mj'l'l 24j4omm JJ\ \) [()' -\ --' m f) i ' """---.. ' :.., :1; l'fz. lli>\ 1f?!:6 1'1-2B5mm J1l 115f"r;m + 1 " =± ' 9;, i'i',&!,)--- l30"7mm RCRATON RM. NH & }---- JJ\ tf) r- T tf) _\ JJ\ tf) \) " () \l'= mc\ \) C\ ()<!C _\ -- - >21" () :3158mm <ll r:: '--' JJ\ () () m \Qi= x<ll ' <llx w LAUNDRY XSTNrS ' j XSTNG FLOOR FD DRAN n FURNAC XSTNG :XSTNG "10,000 BTU Y f----tup_-l FURNAC L ' -- A , 1 L j _j L_ ' STORAG l_ i--x-15-t-n <ll {{) {{) BASMNT PLAN SCAL 1:50 TTL TACBOC SAMPL DRAV'liNG STANDARD DTAL BASMNT PLAN A03b

7 1'180mm r l'12lmm ADDTON 405mm 2l4lmm ;3200mm 1 lb G 1:) ]8 L -t 1 u u ri' ----', DCK NH 2155mm 565lmm 2155mm h L+L l t' / 38x8<1 NO..2 SPR. RAFTRS l DO. + a: COLLAR 400mm O.C. / DO. BDROOM BRAKFAST NH lp. NH = i 100. ""}f, 4/38x235 ' ::: 4/38x235,- - "l 00 - c::.. OST- = 2082mm Zrmm ;6. KTCHN L! NH 10 ) TUB ;o_, f[! c; :'&, C>. 'C.C/ C'J SD y 1 lp,n, ':J '="- -'= ':i + _j = DNN6 RM. XSTNG 1Y ----' "!!;; ll -\ -\ -\ G T 't " G G 1\") fj- )"- vvl BDROOM XSTNG ]: < u u NTRY XSTNG / CLN6 JOSTS < / _n_l L l 15'15mm 515lmm 15'15mm l " " LVN6 RM. XSTNG 1\") 1\") L CLNG JOSTS $ RAFTRS XSTNG 7 SROUND FLOOR PLAN SGAL 150 TTL TACBOC SAMPL DRAV'liNS STANDARD DTAL 6ROUND FLOOR PLAN A03c.

8 (/) 0 l> n OJ 0 r=n rn lfl" CJ )> l1t -; :r --u a r m \J A )> :L (i) ROOF SADDL HTAL FLASHNG FAG BR TO HATG XSTNG NH GONG FDN. HAL POURD G FOOTNG PRFN. A _UH. AVSTR' JUGH RHL < FA SG,A.. VNTD S :JFFT HOOD D ;K < STPS v HANDRAL < PCKT: ' ;K. BLK :JNG. :2 f/ 1/2 / ijlllu l Yl ' ' ' TT,m u u ' ' SLF SALNG ASPHALT SHNGLS BRGK SOLDR COURS 25mm PROJ. -1 fo L u 171' ' - ' - K- r-- ' r-- fl-' - '' D " d '" 3 3 '" -1 3 '" TOP OF PL.-" T FN. 1ST. FLOOR FN. BSHT. SLAB NH POURD GONGRT PRS NORTH LVATON g )> a Ul Q_ S'\ SGAL 150

9 (/) 0 l> ;Jl n OOJ 0 0 r=n r rn lfl )> " CJ rn :r ::! --u a r m J A )> :L (i) v o 'Y o 'Y '} XSTNG f ROOF TO Rt-1.'<1N XSTNG HNDOHS TO RMAN XSTNG f FAC BRCK f. o',. 'Y 0 ll 0f2 lcf ADDTON 2 : NH : NNDONS 1/2 S050mm XSTNG FDN HALL f----., ) :_- j J_l-lj,Q SLF- SALNG, ASPHALT SHNGLS PRFN. ALUM. n AVSTROUGH RHL ; FASC'< VNTD SOFFT HOOD DCK 38 STPS 01/ PCKTS ea'c ; ' ' ' FAC BRCK TO NATGH XSTNG POURD CONCRT PRS TYP. ' r, " TOP OF PL'< T --" -" FN. ST. FLOOR il_ 3 3 = J ' FN. BSMT. SLAB AST LVATON SCAL 150 NH CONCRT BLOCK L.L ---j FOUNDATON HALL o POURD CONCRT FOOTNG g )> a Ul S'\ UNPROTG TD OPNNGS HALL AR.'< LMTNG DSTANC MAX. ALLOHABL OPNNGS TOTAL OPNNGS PROVDD 42.36m % 1.62m2.50m2

10 (/) 0 l> n OJ 0 m 0 n,... rn lfl " )> )> ::{ ::! \1 TOP OF PLAT a r rn \J A )> 2: (i) -1 "\) 3 FN. 1ST. FLOOR " '" \) 3 FN. BSNT. SLAB >J \) \)> \) 3 31 v- %-- \) \) 3 \)> -1 \) '" 3 3 3%-- -1 \) ;- g ' ' ' ' til ' ' ADDTON 5050mm,+;;;;], :2 SLF- SALNG ASPHALT , / SHNGLS PRFN. ALUM. AVSTROUGH Rf'<L FASG.A VNTD SOFFT f'<ood DGK STPS f'l/ 380 HA.NDRAL mm P GKTS ----, FAC BRCK f TO HATCH XSTNG POURD GONG RT PRS TYP. 1 1/:2 ' ' L_ RHOV XSTNG f'lindof'l FRAN BRCK UP OPNNG XSTNG ROOF TO " RH.AN NG MAK GOOD FNSH XSTNG ----t=±=l 6NN Nf'l GONG. BLK : : FDN f'<all XSTNG : POURD GONG. : FDN f'<all FOOTNG : J FOOTNG : ' L, ' ' g )> a Ul ---., S'\ 0-ST LVATON SCAL 1,50 UNPROTCTD OPNNGS NO Nf'l OPNNGS XSTNG TO RH.AN

11 " Cl D N Cl 0 Cl s: D w Cl w \1) \1) \1) _J 1- <{ \) 1- w w \1) D _J \L _J \) <{ w s: D li Cl ll li Cl ll w 1- <[ _J L ll Cl L Cl mm mm ll li <{ Cl _J Cl \1) _J ll >-' >-' \1) \fl ll ll ll 2540mm HN. Omm 1220mm t 0 = 0 - m 0 D ill <{ L w \)!:: ll \[) Cl <( Cl ::::> <( <( _j C) Cl - ll) 0 w _J w <{ U) \) \1) TTL TACBOC SAMPL DRAJ'.N6 STANDARD DTAL C.R055 SCTON A03g

12 CONSTRUCTON SPCFCATONS (!)BRCK VNR Y'-ALL C!Omm FAC BRCK, 25mm AR SPAC 0.16mm THCK x 22mm HD 6ALVANZD HTAL TS NSTALLD VV 6ALVANZD SPRAL NALS OR SCRHS 400mm O.G. HORZ., 600mm O.G. VRT. AR BARRR, LAYRS TO OVRLAP ACH OTHR XTROR Tr'P SHATHN6 38xl mm 0 G RS 4.25 BATT NSUL. N CONTNUOUS CONTACT H XTROR SHATHN6 CONTNUOUS AR VAPOUR BARRR 12.1mm NTROR DRYNALL FNSH DOUBL TOP SOL PLAT Y'-ALL BTUHNOUS DAMPPROOFNG ON HNHUH 0mm PAR6N6 ON CONCRT BLOCK FDN. J'..A.LL TOP BLOCK COURS FLLD H HORT AR OR CONCRT PROVD PARGNG COVD OVR 450mmxl50mm POURD GONG. FOOTNG TO BAR ON UNDSTURBD SOL PROVD DRANAS LAYR - HN. l'imm HNRAL FBR NSULATON 01/ A DNSTY OF NOT LSS THAN 57kg/m3. OR - MN. OOmm OF FR DRANN6 6RANULAR HATRAL OR - A B.M..C. APPROVD DRANA6 LAYR FDN. Y'-ALL 0.5mm POLY FLASHNG HNHUH 150mm UP BHND SHATHNG PAPR HF HN. 800mm APART 0GRAD SLOP GRAD AJ'..A. Y FROH BULDNG FAC i PROVD SH-SOLD BLOCK COURS AT OR BLOH GRAD PLAT 38xl40 SLL PLAT FASTND TO FOUNDATON J'..A.LL HTH MN. 12.7mm DA. ANCHOR BOLTS HBDDD HN. OOmm N CONCRT 2400mm OC. MAX. i PROVD A CONTNUOUS AR BARRR BTriN TH FOUNDATON HALL : 0100D FRAH NSULATON CONTNUOUS HADR JOST HTH RS 5.40 BATT NSULATON, XTND VAPOUR AR BARRR i SAL TO JOST AND SUBFLOOR 0) FOUNDATON ROOF VNTLATON 1:300 OF TH NSULATD CLN6 ARA UNFORHLY PROTCTON AVS PROTCTON HHBRAN TO XTND FROH TH D6 OF TH ROOF, '100mm UP TH SLOP BUT NOT LSS THAN 500mm BYOND TH NTROR FAC OF TH XTROR HALL CLNG CONSTRUCTON 15.<1mm NTROR DRYHALL FNSH CONTNUOUS AR VAPOUR BARRR H HNHUH RS 8.81 BATT CONSTRUCTON 15.5mm T.$ 6 PL YV'OOD SUBFLOOR 38xl84 FLOOR JOSTS 400mm OC. FLOOR JOSTS BRDGD V'll CONTNUOUS 1<1mmx64mm STRAPPN6 OR 2 ROV'S OF 58mmx38mm CROSS BRD6N6 OR SOLD NTROR STUD PARTTON 12.1mm DRY01ALL FNSH BOTH SDS OF 38x8<1 0100D 400mm OC 2 TOP PLATS.$ BOTTOH PLAT PROVD RNFORCHNT FOR FUTUR 6RAB BAR NSTALLATON N MCHANCAL VNTLATON PROVD HN. 50 L/5 N KTCHNS AND BATHROOMS, 07.5 L/5 FOR PRNCPAL XHAUST 12.1mm NTROR DRY01ALL FNSH 38x8<1 HOOD STRAPPNG 400mm OC. h(:} MN. RS 3.52 NSULATON H 0.15mm POLY VAPOUR BARRR FULL H6HT HO STUR BARRR TO H6HT OF XTROR GRAD B TrN FOUNDATON HALL : 0100D BASMNT SLAB 15mm POURD CONCRT SLAB (25 HPa GONG. STRNGTH) OOmm CRUSHD STON OOmm DA. rfng TL H 150mm CRUSHD STON CONSTRUCTON 20 YAR ASPHALT SHNGLS 011 AVS PROTCTON ON HN <1.5mm XTROR PL YrlOOD SHATHN6 ON APPROVD ROOF TRUSSS OR CONVNTONAL FRAHN6 (S PLANS) US 'H' CLPS F 000mm O.C. CONSTRUCTON PRFNSHD ALUHNUH FASCA, AVSTROU6H i RAN 01ATR LADRS TO HATCH XSTN6 FNSHS PROVD DRP D6 AT FASCA $ VNTD SOFFT XTND DOV'NSPOUTS TO GRAD LVL HAXHUH RS HNHUH RS HNHUH RUN HAXHUH RUN HNHUH TRAD NAXHUN TRAD NAXHUN NOSNG HNHUH HDTH HNHUH HADROOH GUARDS NTROR LANDN6S XTROR BALCONY NTROR STARS XTROR STARS HAX. BT01N PCKTS 200mm 125mm 210mm 555mm 235mm 355mm 25mm 800mm 1<150mm <100mm OlOmm '100mm '100mm <OOmm GUARD H6HT F DCK TO GRAD S: GRATR THAN 1800mm = 1010mm 1800mm OR LSS = '100mm NO HNBR OR A TT ACHNNT BTriN 140mm.$ '100mm H6H SHALL FACLTAT CLHBN6 ATTC ACCSS PROVD ATTC ACCSS NN. 545mmx588mm 011 NSULATON i V'ATHR PROVD 200mm DA. SONO TUB FOR POURD CONCRT PRS NNHUN 1200mm BLOH XSTNG SOLD HASONRY XTROR HALL TO 13mm DA. PP GOLUHN H OOmmxiOOmmx6.35mm TOP : BOTTON PLAT lmxlmx450mm CONCRT FOOTN6 XSTN6 FLOOR STRUCTUR <23> TO XSTN6 CLN6 STRUCTUR TO RMOV XSTN6 XTROR J'..A.LL AS SHOHN RNOV XSTN6 NTROR STUD PARTTONS AS SHOHN RHOV XSTN6 ROOF OVRHAN6 AS SHOHN DOTTD <23> RNOV XSTN6 FOUNDATON HALL AS SHOHN DOTTD RNOV XSTN6 HNDOH : FRAN NAK GOOD OPNN6 H BRCK TO HATCH XSTNG ON TH NSTALL A CARBON HONOXD DTCTOR CONFORHN6 TO GANCGA-6.1<1 OR UL 2034 TTL TACBOC SAMPL DRA.ANG STANDARD DTAL GONSTRUGTON 5PGFGATON5 A03h

13 ROOM FNSH 5G-OJl ROOM F.OOR BAS" MLL5 CJNO RMARKS NO. NAM A7iiML FNSH A7iiML FNSH A7iiML FNSH A7iiML FNSH HGHT FRST FLOOR KTC.HN C.AAHC. TL V'OOD PANT DRY HALL PANT DRY HALL PANT 2120mm 2. BRAKFAST HOOD STAN V'OOD FANT DRY HALL FANT DRY HALL FANT 2120mm MAPL TO MATCH XSTNe 5 BDROOM HOOD STAN HOOD PANT DRY HALL PANT DRY HALL PANT 2120mm HAPL TO HATCH XSTN6 4. C.LOST HOOD STAN HOOD PANT DRY HALL PANT DRY HALL PANT 2120mm MAPL TO HATCH XSTN6 5. BATH CRAMC HOOD FANT DRY HALL FANT DRY HALL PANT 2120mm TL BASHNT 6. RC.. ROOM C.ONC.. CRANC HOOD FANT DRY HALL FANT 2540mm TL DOOR SGH:)UL LNTL SGH:)UL..6ND NO. 'll' SZ Q1Y. RMARKS NO. DSCR/P710N. XTROR 1525mmx 2030mm. FRNCH DOOR Ll 2-38xl84 SPRUC #F DUPLX OUTLT ( Y"lA THRPROOF ) =,,' DUPLX OUTLT ( H6T. ABOV FLR. ) 2. SLAB 160mmx 2030mm. 800 SRS L 3-:38xl84 SPRUC - = DUPLX OUTLT ( 300mm ABOV FLR ) 5 SLAB 610mmx 20:30mm 800 SRS L 2-:38x2:35 SPRUC e XHAUST FAN 4. POCKT DOOR 610mmx 2030mm 2 L 3-38x235 SPRUC SHTGH L5 2-:38x286 SPRUC +HB HOS BB 5l5P SHOK DTCTOR HNDOH SGH:)UL NO. 'll' SZ Q1Y. RMARKS L6 :3-:38x286 SPRUC LO <10mmx <10mmx 6mm L <10mmx <10mmx 8mm L Le OOmmx <10mmx 6mm L ON r!ndoh PR FLOOR TO HAV AN UNOBSTRUCTD OPN PORTON H/ A NN. ARA OF 0.:35m2 Vii NO DNNSON LSS THAN :380mm 4 NAXNUN SLL HGHT OF N ABOV FLOOR. C.ASNNT 1525mmx 1525mm. NAXNUN U-VALU CASNNT 610mmx 1525mm 2. NAXMUN U-VALU SLDR <115mmx 450mm 2 MAXMUM U-VALU 1.8 " HAVY DUTY OUTLT - LGHT FXTUR (HALL HOUNTD ) LGHT FXTUR (GlLNG HOUNTD ) M POT LGHT FXTUR LGHT FXTUR (HATR RSSTANT) 0 LGHT FXTUR (GAPPD) FLUORSCNT LGHT FXTUR "" DFP SOLD HOOD BARNG FLOOR DRAN -4 TV GABL OUTLT < TLPHON OUTLT C.OHPUTR OUTLT (DD DRYR XHAUST TTL TACBOC SAMPL DRAlANG STANDARD DTAL SCHDULS A03i

14 GUT OPNNG FOR NH XTROR "TYP DOOR f PROVD LNTL S NOT NO. 13. T NJAl CONCRT TO XSTNG H 1-OH ROD 200mm LONG.$. HN. OOmm NTO HALL VRY OTHR COURS ----T ' ,_'-._c 8 S BOib UNDRPNNNG NUHBRS NDCAT f-----, SQUNC OF HORK \ CHALL NSULATON S NOT NO.10 -;::;-"! r " ;;--T ' " = " "1 lty i,.u_l :i+:-j 4 J\ FLOOR 0 c, l DRAN NH GUARD S SCTON A' r PLAN '' 250mm :..:-,.L- )L i" =" ] 11 1 CONNCT C!OOmm NN - NH HPNG TL TO XSTNG DN ' POURD GONGRT SLAB $ STPS 32NPa H 5%-8% AR NTRANMNT Cl Cl Y Cl m w jji " > Cl m BOND BAH RQURD FOR HASONRY S NOT NO. NOT NO.2 GRANULAR BACKFLL MASONRY OR POURD GONG. S NOT NO. OOmm JAPNG TL JAil 150mm STON COVR CONNCT TO XSTNG XTROR LGHT Jl ' ----j PROVD DADBOL XTROR DOOR HANDRAL W 50mm CLARANC FROH HALL C' _J:.::;.-#t-- OH 10 :300mm O.C. 'r. DOHLS BOTTON RNFORCNG 300mm O.G. JAil HN. :30mm CONC. COVR '---- THP. STL 300mm O.G. Cl 1- w D ill li 1- Cl _J Cl o- Cl CONNCT DRAN TO, - STORH SHR - SUHP PT OR SANTARY SHR N BULDNG F A TRAP.$ GLANOUT S PROVDD SCTON 'A' UNDRPNNNG BYOND S DTAL BOib 4 BOlo U/S OF FOOTNGS $ STP FOOTNGS MN. 1200mm BLOH GRAD HASONRY OR POURD CONC. f----,fi--,f S NOT NO. OOmm HPNG TL 01/ 150mm STON GOVR GONNGT TO XSTNG OUTSD fl&f' j PROPOSD DOOR XTROR SLAB NSD 1!5mm POURD CONCRT f----- :32HPa H/ 5% TO 8% AR NTRANHNT OOmm CRUSHD STON XSTNG BASHNT f.-- SLAB CLANOUT CONNCT DRAN TO, - STORN SHR - SUNP PT -SANTARY SHR N BULDNG F A TRAP $ GLANOUT S PROVDD, AND S AUTHORZD BY TH HUNGPALTY SCTON 'B' RS 1.41 RGD NSULATON TO MN. 600mm BLOH GRAD CLAN U/S OF XSTNG FOOTNG PROR TO POURNG OF NH CONCRT 15HPa POURD L j CONCRT UNDRPNNNG TH FULL HDTH OF TH XSTNG FOOTNG TTL TACBOC BASMNT WALKOUT STANDARD DTAL PLAN* 5GTON5 BOla

15 NON CORROSV f NT AL ANCHOR STRP NA.TRPROOFN6 111-":!--+-1 HHBRAN XTND 150mm ABOV 6RAD,_ XSTN6 ADJACNT \J1 FOUNDATON HALL AND FOOTN6 GLAN U/5 OF XSTN6 FOOTN6 PROR TO POURN6 OF NH CONCRT DRANA6 LAYR XSTNG V'PNG TL BASHNT SLAB 15mm POURD CONCRT 15HPa VV 15mm POLY 25HPa JA!THOUT POLY OOmm CRUSHD STON AN6L OF RPOS DO NOT DSTURB 6ROUND N THS ARA S NOT '' ON SHT BOld S DTAL SHT BOld UNDRPNNNG from NSD 1--J---r------:;t 10 RLF HOLS NT. DRANAG TO B DSGND BY A QUALFD PRSON 15HFa POURD L j CONCRT UNDRPNNNG TH FULL r!dth OF TH XSTN6 FOOTN6 XSTNG ADJACNT FOUNDATON HALL AND FOOTNG \) 1 D G tl x w APPLY NH DAHPPROOFN6 OVR XSTNG '-----nl DAHPPROOFNG AND ON NV'l UNDRPNNNG CLAN U/S OF XSTNG FOOTNG PROR TO POURNG OF NH CONCRT DRANAG ---- LAYR,_ r <Jl ill r RS 5_52 NSULATON,_ 'il -, 0 11' x -' 0 " 0 Cl N tl tl 0 "!,_ 0 NO. 15 BULDNG PAPR Nrl OOmm DA. HPN6 TL JAV 150mm CRJJSHD STON COVR 0 o o().. 0 ' o. 0 Q. 0 :: 0 0 BASMNT SLAB 15mm POURD CONCRT SHPa W 15mm POLY 25HPa V'THOUT POLY OOmm CRUSHD STON 10 S DTAL SHT BOld UNDRPNNNG from OUTSD SHPC POURD L j CONCRT UNDRPNNNG TH FULL HDTH OF TH XSTNG FOOTNG TTL TACBOC UNDRPNNNG STANDARD DTAL 5GTON5 BOib

16 PROVD TMPORARY LATRAL RSTRANT TO BOTTOH OF J.-iALL UNTL TH PRHNT CONSTRUCTON S N PLAC 25mmt= OOmmJ r-- OOmm 400xl00mm POCKT5 800mm O.C. 0V OH HARPNS ====::J 300mm + 15H BAR CONT. 400mm O.C. DOV'L5 + 15H BAR CONT. kj_ HN. OOmm DA. V'lPN6 TL 0V FLTR CLOTH AND HN. 15mm SURROUND OF 1<1mm CLAR A66R6AT =L f _j =!15mm _JOOmm GNRAL NOTS. XCAVATON FOR TH PROPOSD 010RK SHOULD NOT UNDRHN TH FOUNDATONS OF ADJONN6 BULDN6S, OR CAUS DAHA6 TO UTLT5, ROAD5 AND 51DJ.-iALK5. A HAXHUH 1:10 AN6L OF RPOS SHALL B MANTAND UNLSS OTHRV'liS CRTFD BY A 6OTCHNCAL N61NR.2. PROVD ALL BRACN6, SHORNG AND NDLNG NCSSARY FOR TH SAF XCUTON OF THS V'lORK. B. CONCRT STRNGTH SHALL B A HNMUH 15HPa AT.28 DAYS LOV'-JRNG OF BASMNT FLOOR SLAB FROM NSD TTL TACBOC BNCH-TYP UNDRPNNNG STANDARD DTAL SCTONS, NOTS BOle

17

18 MNMUM ROOM ARAS APARTMNTS FOR ON OR TY'lO PRSONS V>HR 5PAC, 15 NOT PARTTOND RQURD 5PAc- MNMUM ARA LVNG, DNNG, KTCHN.$. SLPNG SPAC 15.5H 2 N TOTAL OTHR PARTTOND APARTMNTS LVN6 ARA DNNO ARA KTCHN AT LAST ON BDROOM OTHR BDROOMS.OH 2 F LVNG ARA S COMBND J'V DNNG.$. KTCHN SPAC 1.0H 2 B.25H 2 F DNN6 ARA S COHBND V/ ANOTHR SPAC Gf.8H.2 8.8H 2 F A BUlL T N CLOST S PROVDD 4.2M.2 F TH BDROOH ARA S COMBND J'V ANOTHR SPAC 1.0H 2 0.0M 2 F A BUlL TN CLOST S PROVDD 4.2H 2 F TH BDROOH ARA S COMBND J'V ANOTHR SPAC e MNHUM CLN6 H6HT SHALL B NOT LSS THAN CJ50mm LOc-ATON LAUNDRY ROOH, KTCHN, J'.ATR CLOST ROOM LVN6/DNN6 ROOMS BDROOHS AND OTHR FNSHD ROOHS MNMUM HNDOH ARAS FOR LGHT MNMUM UNOBSTRUc-TD GLA55 ARA V'liNDOV'lS NOT RQURD 5% OF FLOOR ARA 2 1/2% OF FLOOR ARA e r!hr A DOOR ON TH SAM LVL AS A BDROOM S NOT PROVDD, A HNDOJ.-i THAT S ABL TO B OPND FROM TH NSD HTHOUT TH US OF TOOLS PROVDN6 AN NDVDUAL UNOBSTFWCTD OPN PORTON HAVN6 A HNHUH A<.A OF O.S5H2 J!'TH NO DHNSON LSS THAN 580mm SHALL B PROVDD. F THS HNDOH OPNS NTO A HNDOH HLL, A CLARANC OF NOT LSS THAN 550mm SHALL B PROVDD N FRONT OF TH OPRATNG SASH e NJ!' OPNN6S N XTROR HALLS AR NOT PRHTTD F TH DSTANC FROH TH HALL TO AN ADJACNT LOT LN S LSS THAN l.200mm GR55 PROVDD FROM APARTMNT A SPARAT DOOR LADN6 DRCTLY TO TH XTROR FROM TH ACCSSORY APARTMNT A 'SHARD XT', SUCH AS A STARHAY USD BY BOTH UNTS G<.SS AVALABL ONLY THROUGH ANOTHR DJ!'LLNG NNHUN ARA OF UNOBSTFWCTD OPNNG NOT LSS r-h+ THAN 0.38 )v!2 (4.1 SQ. FT.) c5r55 V>NDOV> 4b0mm (18") OR NOR FOR OPNABL PORTON OF HNDOH 6'---ti" FLOOR LVL GRSS RQURMNTS C,ONDTON5 SMOK ALARNS N ACH DHLLN6 1/2 HOUR FR SPARATON AROUND XT, AND NTRCONNCTD SMOK ALARHS N BOTH UNTS AND ALL COHHON ARAS. AN 61<.SS HNDOH HUST B PROVDD. NTRCONNCTD SHOK ALARHS MUST B NSTALLD N BOTH UNTS, AND ALL CONHON ARAS, OR TH NTR BULDN6 NUST B SPRNKLRD, AND SMOK ALARNS NSTALLD N BOTH UNTS V>NDOV> V>LL FOR 5R55 V>NDOV> l N (3'-3'') GRAD ----"*-,'===; C!OOmm (2'-11") MAX ABOV FLOOR,OR STPS BASMNT. / l r--9 -s J.. ' ',/ 6RAD l j HNDOH HLL SPARATON BTWN UNTS RQURD FR 5PARATON5/C,L05UR5 C,ONDTON5 30 HNUT FR SPARATON (12.1mm TYP 'X' GYPSUM BD. CLNG) 15 MNUT HORZONTAL F<. SPARATON NO F<. SPARATONS 20 MNUT LABLD DOORS, UNLABLD HNHUH 45mm THCK SOLD GOR HOOD DOOR OR MTAL GLAD UNRATD CLOSURS RGURD SMOK AL.ARMS J!'THN ACH DHLLNG UNT SHOK ALARH N BOTH UNTS NTRCONNCTD SNOK ALARMS N BOTH UNTS AND N ALL CONHON ARAS TH NT<. BULDN6 HUST B SPRNKLRD QUPPD HTH SLF CLOSRS TH APARTHNT FLOOR A<.A HUST B SPRNKLRD SMOK ALARMS AND CARBON MONOXD DTCTORS HAY B BATTRY OPRATD XCPT r!hr SNOK ALARMS AR ROU<.D TO B NTRCONNCTD DU TO SPARATON BTWN UNTS AND 5RSS RQURMNTS. ALARHS MUST B LOCATD ON OR NAR TH CLN6 H THN 5H OF BDROOM DOORS. RGURD C.AR60N MONOXD DTGTORS HTHN ACH Dr!LLN6 UNT ADJACNT TO ACH SLPN6 ARA HUST CONFORH TO CAN/CSA-6.1'1 OR UL CO DTCTORS HAY B BATTRY OPRATD OR PLUGGD NTO AN LCTRCAL OUTLT. CNTRAL HATN6 SYSTH NATURAL VNTLATON (OPNABL HNDOHS/DOORS) FOR LVN6/DNN6 ROOHS, BDROOMS, KTCHN NATURAL VNTLATON (OPNABL HNDOH) FOR BATHROOMS OR AATR CLOST ROOMS NCHANGAL VNTLATON, F NATURAL VNTLATON S NOT PROVDD PLUMBNG, HATNG AND VNTLATON XSTNG SYSTH HAY SRV BOTH UNTS PROVDD i) BOTH UNTS AR QUPPD J!'TH SMOK ALARHS, AND ) A SMOK DTCTOR S NSTALLD N TH SUPPLY OR RTURN AR DUCT SYSTH J!'HCH HOULD TURN OFF TH FUL SUPPLY AND LCTRCAL P00J.R TO TH HATN6 SYSTM UPON ACTVATON. HNHUH 0..28H 2 (3SQ. FT.) HNHUM O.OC!H 2 (O.C!SO. FT.) PR ROOH OR COHBNATON OF ROOHS ON-HALF AR CHANG PR HOUR F TH ROOH S HCHANCALL Y COOLD N SUHHR, AND ON AR CHANG PR HOUR F T S NOT. RQURD PLUM61NG FAC,LT5 e KTCHN SNK e LAUNDRY FACLTS e BATHROOM YiiTH LAVATORY, TOLT AND BATHTUB OR SHOAR STALL TTL TACBOC BASMNT ACCSSORY APARTMNT B02a STANDARD DTAL BULDNG C.OD RQURMNTS - XSTNG BULDNG

19 S f4\ NOT\:!_/ S NOT S NOT,...- LVNG br("_- GRSS THROUGH ANOTHR DV>LLNG NNNUH 1.2N STBACK RQ 'D. r--- \:"_/ y NOT SNOT f6\ S H----- PROVD rlindorl r!lls F NCSSARY OT NNHUH '100mm STBACK RCONHNDD FOR SOLD GOR DOOR HTHOUT BLASS PANL UNLSS SPATAL SPARATON CALCULATONS RQURS HOR OF A STBACK S NOT L SD NTRANC/6RSS S f2\ =::::;: NOT\:': / 0 V>TH A SHARD XT NNHUN 1.2N STBACK RQ 'D. r--- S 0.:\ NOT\!!_; l yl H HNDOH HLLS PROVD F NCSSARY OT S NOT SPARATl BASHNT JAALKOUT NNNUN 1.2N STBACK RG 'D. r--- V>!TH TS OV>N SPARAT GRSS DOOR LADNG DRGTL Y TO XTROR S NOT0 \:"_/ y NOT SNOT f6\ S H----- PROVD r!ndorl r!lls F NCSSARY OT NOTS RLATNG TO PLANS ABOV () 1. HNNUH 30 NNUT FR SPARATON UNLSS NTRCONNCTD SMOK ALARMS AR PROVDD N BOTH UNTS AND ALL COMMON ARAS, N HHCH CAS, A 15 MNUT FR SPARATON HOULD ONLY B RQURD. NSTALLNG SPRNKLRS N TH BULDNG 010ULD JAlAV ALL FR SPARATON RQURMNTS. 2. MN. 30 MNUT FR SPARATON AROUND SHARD XT. :3. S RQURD NSTALLATON NFORMATON FOR SMOK ALARMS.$ CARBON MONOXD DTCTORS ON ATTACHD SHT B02a. 4. STARHLL TO B NCLOSD AT TOP MOST, OR AT BOTTOM MOST LVLS. 5. XSTNG FURNAC MAY SRV BOTH UNTS PROVDD A SHOK DTCTOR S NSTALLD N TH SUPPLY OR RTURN AR DUCT SYSTM JAHCH JAOULD TURN OFF TH FUL SUPPLY AND LCTRCAL POHR TO TH HATNG SYSTH UPON ACTVATON OF 5UCH DTCTOR. 6. MNMUM 5% OF LVNG/DNNG FLOOR ARA OF NATURAL LGHT (GLASS ARA) TO B PROVDD. 1. HNMUH 2 1/2% OF BDROOH AND OTHR FNSHD ROOMS FLOOR ARAS OF NATURAL LGHT (GLASS ARA) TO B PROVDD SQ. FT. CLAR OPNNG OF NATURAL VNTLATON RQURD FOR LVNG/DNNG, BDROOMS 4 KTCHN. SQ. FT. CLAR OPNNG OF NATURAL VNTLATON RQURD FOR BATHROOHS. HCHANCAL VNT PROVDNG AR CHANG PR HOUR S ACCPTABL. 10, AN GRSS HNDOH OR CASMNT HNDOH, AS DSCRBD ON ATTACHD SHT, MUST B PROVDD N TH ACCSSORY APARTHNT. OR, TH NTR BULDNG S TO B SPRNKLRD AND SMOK ALARMS NSTALLD N BOTH UNTS.. FOR HNDOHS USD AS HANS OF SGAP, H THN JANDOJA JAlLLS, S ATTACHD SHT FOR CLARANCS. TTL TACBOC BASMNT ACCSSORY APARTMNT STANDARD DTAL SAMPL PLANS AND SPGFGATON5 DWG, NO, B02b

20 , XSTNG DY'\LLNG 0\ALL TO RMAN D D D D C.ARPORT 8'1x8'1 0\00D POSTS ON GONG. PRS LN OF --cr---, ROOF L 1 - BAM S GOib +/ r r 1/2 SPAN 1/ 2 SPAN r / 1/ -r ] / / / / / / / / r // // // //, / / / / / / / / / / / / / 1/ / / / /' / SUPPORTD ROOF / ARA. S PR J.) ZC) S1\.) \.)w Ww [)" Ql.il,. w<.n f'..lw \il_j ocm w-1 J- 1- Lw <t:w!t<.n 1 /si, TABL;= on c;-olb //] / / / / "7/ - 1 / / / / L / / / / t / r / / / / / / / / / / / J 1 ' / / / / ' L j BAM SPAN c::::::::j PROPRTY LN C.ARPORT PLAN (PROVD DMNSONS N BOXS) S GOib FOR STRUCTURAL SZS l CD FRAM ALL CD FRAM ALL SDTALJ SHT COle L 1-i\ BRCK VNR ALL 1.0\ SOLD MASONRY LL SDTALJ SHTCOidL 1-i\ BRCK VNR V'\ALL 1.0\ SOLD MASONRY V'\ALL ROOF NOT FOR OGGUPANC.Y TOP OF BAM TOP OF BAM D D C.ARPO T Nrl r!ood POSTS S GOib D NY'l 0\00D t POSTS S GOib D FN. GRAD FN. GRAD U/S OF PR Cl. ()Z!' CONCRT PRS BYOND L l S GOib U/S OF PR Cl. ()Z!' SLOPNG ROOF FLAT ROOF C.ARPORT SC. Tl ONS TTL T ACBOC ATTACHD CARPORT STANDARD DTAL 51-0PNG OR. FLAT ROOF PLAN SCTONS GO a

21 ROOF RAFTRS (v-.hr NO GlLNG S NSTALLD) RAFTR SZ ROOF SNOV'-1 LOAD.OkPa RAFTR SPACNG (mm) O.G. tviaxtv!utvl CLAR SPAN (tv!) ROOF SNOV'-1 LOAD 1.5kPa RAFTR SPACNG (mm) O.G boo boo 58x8" xl40 4.' ' ' xl x '1 ROOF JOSTS (v-.hr GlLNG S NSTALLD) tviaxtv!utvl CLAR SPAN (tv!) ROOF SNOV'-1 LOAD.OkPa ROOF SNOV'-1 LOAD 1.5kPa JOST SZ JOST SPACNG (mm) O.G. JOST SPACNG (mm) O.G boo boo 58x8" ' ' xl40 5.8' '1 58xl x ' ROOFNG BAMS tviaxtv!utvl tv! N tv!utvl ROOF ROOF CLAR BAt-' FRAtviiNG (mm) O.G. SHATHNG SPAN (tv!) SZ ROOF SNOV'-1 LOAD mm PL Yii'!OOD W H-c;LPS OR.OkPa 1.5kPa 400 1/mm LUMBR xl84 '1.5mm PLY'OOD W 'H'-(:;LPS x255 boo OR l'lmm LUMBR x286 PRS SUPPORTD ROOF ARA (t--12) PR ROOF SNOV'-1 LOAD.OkPa ROOF SNOV'-1 LOAD 1.5kPa SZ (mm) ALLOV'-ABL BARNG ALLOV'-ABL BARNG GAPAGTY OF SOL GAPAGTY OF SOL 15kPa 120kPa OkPa 15kPa 120kPa OkPa 200 DA. 1.' ' DA. 5.0" DA DA. 5.'15 '1.' " DA '1.2' POSTS POST tv! AX. SUPPORTD ROOF ARA (t--12) SZ (mm) HGHT ROOF SNOV'-1 LOAD (kpa) (S NOT 5) (tv!) '1 12.' "1x8"1 1.5 '1.5'1 "1.0'1 5.6' ' ' '18 ' xl ' " ' GNRAL NOTS. ALL LUHBR TO B NO. < 2 SPF OR BTTR 4. HOOD POSTS TO B MNMUH 8G!mmx8'1mm 2. ALL PL YHOOD SHALL B STAMPD XTROR 6RAD 5. BARNG CCAPAC1Y OF SOL SHALL B CONFRMD PROR TO CONSTRUCTON. 3. f'hr SUPPORTD ROOF ARAS XCD THOS LSTD N THS TABL, TH POSTS SHALL B BRACD AS SHOf'N N DOG. TTL TACBOC ATTACHD CARPORT STANDARD DTAL SLOPNG OR FLAT ROOFS, TABLS 4 NOTS GOib

22 FOR ROOF S TRUC. TUR S TABLS ON SHT C.Oib FOR ROOF STRUC.TUR S TABLS ON SHT C.Oib f5mm NTAL FLASHNG HNHUH ""15mm UP BHND --J!jH XSTN6 SHATHN6 PAPR NNNUN f5mm HORZONTAL BAN FXD TO HOOD POST W f5mmx 165mm NT AL POST/BAN C.ONNC.TOR L"Jj----llf--j RS AVSTROU6H, RV'{L FASC.A BOARD XSTNG J:ii \Y 6N TO RNAN CD FRAM J.".lALL ---.o==o-jtic---,rr--;-;::x5tn6 --tih-----mf'- 6d! TO RMAN 4 HOOD POST HN B"lmm x B"lm m US 140mmx 140 mm TO SUPPORT 5 PC. BANS ANC.HORD TO C.ONC.RT PR MTAL SHO 1:2_fmm DA BOL S C.Oib FOR POST H6HT FOR ROOF STRUC.TUR S TABLS ON SHT C.Oib C.OUNTR FLASHN6 NNNUN 150mm UP J.".lALL MBDDD HN. 25mm NTO NASONRY JONT C.AULK SAL RNOV XSTNG NASONRY, DOUBL $ XTND VRY 4TH Lpl=='if+--::;;..,Hrl.JoiST THRU TO FRAN HALL. SJPPORT.JOSTS ON 2 JAC.K STUDS XTND TO SOL PLAT NTRMDAT.JOSTS TO B SUPPORTD ON.JOST HANGRS NALD L---j'==i-llf----llft- TO A HADR HHC.H S ALSO SUPPORTD ON.JOST HANGRS NALD TO TH: THROU6H JOie>TS () m q ' lh lc / () \ u () () NTAL BAS S HO ANC.HORD MN HUH OOmm NTO C.ONC.RT PR 6RAD ----H POURD C.ONC. RT PR HN. 1:200mm B LOH GRAD ON UNDSTURB D SOL FOR SZS S TABLS ON SHT BRCK VNR J.".lALL FOR ROOF STRUC.TUR S:: TABL:S ON SHT C.Oib XTND..AC.K STUDS TO BOTTON PLAT Xe>TN f'- 6y TO RMAN C.OUNTR FLASHN6 NNNUN 150mm UP J.".lALL T'F-tt---,--t- FNN-J C.AULK SAL r-- DTAL SOLD MASONRY V'-lALL TTL TACBOC ATTACHD CARPORT STANDARD DTAL SLOPNG ROOF DTALS GOic

23 GRAVL STOP FLASHN6 v J SLOP FOR DRANf\& FOR ROOF C.ONSTRLJGTON S SHT C.Oib FORROOF J- STRUCTUR S TABL:S ON SHT GOib ROOF HHBRAN OVR C.ANT STRP MNMUM SOmm UP BHND XSTN6 SOmm 5HATHN6 PAFR ll /11\m+t--- HOOD BAM, FOR SZS S SHT C.Oib BAM FXD TO YiOOD d----- POST W J5mmxl65mm MTAL POST/BAN GONNGTOR L ' t t- 1 - PROVD GANT STRP AT NTRSCTON OF HALL 4 3U L T UP ROOF LD6R NALD TO XSTNG FRAM HALL C.ONSTRUGTON JOST HANGRS L FASCA BOARD, FNSH AS PR LVATONS t----llf'--1 XSTNG! FR\H 1-'lf\LL c.onstrugton TO RHAN XSTN6 BRGK VNR 4'---1--Jtt-----HW- GONSTRUGTON TO RMAN GOUNTR FLASHNG HNM.JH SOmm UP HALL MBDDD HN. 25mm N MASONRY JONT Gf'.JJLK $ SAL ROOF MMBRAN OVR c--iftt- GANT STRP NNHUH SOmm UP HA.LL RHOV XSTNG MASONRY, DOUBl- XTND VRY 4TH J1-;>-Jif-''------flfb- JOST THRU TO FRAM li.all, SUPPORT JOSTS ON.2 JAC.K STUDS XTND TO SOL. PLAT C t------rt-==-wt-DOUBL.HADR F 58x.B"l RAFTRS boomm O.C.. NTRHDAT JOSTS TO B SUPPORTD ON JOST HANGRS NALD L +--f-llf------jifl--1 TO A HADR HHC.H S ALSO SUPPORTD ON JOST HANGRS NALD TO TH THROUGH JOSTS -J.:==Jl.=::Jtl::l _ TO XTND BOTTOM JACK PLAT SnJDS a '" ----H POURD CONCRT PR MN. 1200mm BLOH GRAD ON UNDSTURBD SOL. FOR SZS S TABLS ON SHT C.Oib L COUNTR FLASHNG MNMUM 150mm UP HALL --* FLASHNc5 TO 2!:F- NMeyHj 1 ;mm!if Smm F== CAULK 4 OAL :U6 S TABLS ON SHT C.Oib ;:::- j ROOF MMBRAN OVR C.ANT STRP MNMJM OOmm 2 150mm UP li.all t== F==OO===;i=l ROOF JOSTS TO B SUPPORTD ON JOST HANc5RS NALD TO A L----±w HADR HHCH S FASTND TO X5TNc5 SOLD MASONRY HAl-L. H/ 12."Tmm DA. ANCHOR BOLTS 800mm O.C. DTAL SOLD tv!asonry AALL TTL TACBOC ATTACHD CARPORT STANDARD DTAL FLAT ROOF DTALS GOld

24 D Cl f) Cl!f) D CARPORT PLAN 1 A 1 S C.Oib FOR STRUCTURAL SZS POST 4 BAM (PROVD DMNSONS) D Cl f) Cl!f) D m m Cl 5BxB'1 RAFTRS : DO. li D RAFTR AT HD SPAN : XSTNG DHLLN6 r!all TO RHAN CARPORT LN OF -'h , ROOF ABOV. <( ()_ Ul Di n'l <( C) m: W HOOD BAHS TO BAR HN. B"lmm ON SOLD HASONRY OR HOOD FRAHN6 S SHT GOlf : \!) l ,.--...,...---,.---"""7"---r--l...l Dl / / / / / / 1""71-1 / ' / / / / / n' : // / SUP90RTD ROOF / /l r / Aft:A. S PF: / / x: //,BZ "J;"ABL// // // /: tr1 ' / ' ' ' ' / - v/ / / )'40xi;'O HS<VD / 1 / / / POC.'fS O!..l/ / 1 / / / '7"? / /1 / / / GONG. F,;rRS / )'/ / / / S}'ft:T "Oib 5Bxl40 HALL -"""-- / /.,... / /"- / / / / / f/ / / 1.200mm O.C. HAXHUH / / / / / /P J J L L L 505mmn _5_15_m_m 505mm PROPRTY LN CARPORT PLAN CONVNTONAL FRAMNG (PROVD DMNSONS) S GOib FOR STRUCTURAL SZS 1'1x8'1 RBBON f-.c BOARDS! TOP OF BAH D riall TS AR NOT DS6ND TO SUPPORT ANY LOADS riood POSTS CARPORT GOLLAR TS 4 HALL TS ' ' FOR GARPORT PLAN 'B' GNTR POST FOR GARPORT PLAN 'A' FN. 6RAD U/S OF PR G. ()Z :!f GONG RT PRS BYOND L J L J CARPORT SCTON TACBOC STANDARD DTAL TTL ATTACHD CARPORT GABL ROOF, PLAN t SCTON GOie

25 FOR ROOF C.ONSTRJJC. TON S SHT C.Oib - L l HOODBAM, /11\ FOR SZS S SHT C.Oib ll\lt 0 1 BAM FXD TO HOOD POST H/ 15mmxl5mm NTAL POST/BAM C.ONNC.TOR L jl AVSTROUGH, RHL FASC.A BOARD FORROOF : C.ONSTRUC.TON S TALS ON SHT C.Oib 7f5mm MTAL FLASHNG MNMUM 15mm UP BHND --ill- XSTNG SHATHNG PAPR MNMUM -h 15mm HORZONTAL 15mm 5m --H MNMUM 50mm TO HOOD SDNG HOOD BAN FOR SZ S SHT C.Oie RMOV XSTN6 1lll SDNG AS RQURD ++ TO XTND BAM «<iid'"---ifl THRJJ TO FRAM HALL iiti os6g6c FULL HDTH OF BAM TT XTND TO SOL PLAT XSTN6 J----y FRAM HALL " GONSTRUGTON TO RMAN CJ) FRAM WALL v v FORROOF : C.ONSTRUC.TON S TALS ON SHT C.Oib 25mm F ;o== F= t F= '=== c -+ lo<) a G ' 9 XSTNG BRC-K VNR GONSTRJ.JG TON TO RMAN GOUNTR FLASHNG MNMJN 150mm UP HALL MBDDD MN 25mm NTO MASONRY JONT C.AULK $ SAL MTAL FLASHNG MNWM OOmm UP BHND C-OUNTR FLASHNG == == HOOD POST MN. 8"1mm x 8"1mm US 140mm x 140mm TO SUPPORT 3 PC- BAMS -+---j ANGHORD TO GONGRT PR H MTAL SHO 12.1mm DA. BOLT S GOib FOR POST H6HT HOOD BAM f FOR SZ S SHT GOie () m / () () () ----H " cf / H NT AL BAS SHO ANGHORD MNMUM OOmm NTO GONGRT PR GRAD POURD GONGRT PR MN. l200mm BLOH 6RAD ON UNDSTURBD SOL FOR SZS S TABLS ON SHT GOib BRCK VNR WALL v ;o== v!xstng --fl------,1>--j SOLD MASONRY,.. C.ONSTRJ.JC. TON..--- TO RMAN 25mm W 1=====1 -+; FOR GONSTRUGTON ROOF : 1.-'--- r---- S T ALS ON SHT GOib f=== O, e15mm -dl r- GOUNTR FLASHNG MNMJN 150mm UP HALL MBDDD MN_ 25mm NTO MASONRY JONT C.AULK $ SAL ==J;;m*;t-1MTAL FLASHNG 0 - MNWN OOmm UP BHND GaUNTR FLASHNG i== 1===== :r:== 1 RMOV XSTN6 == MASONRY AS RQURD JL--jf m sn ;"===::71 / 200mm t SOLD DP MASONRY BLOH MN BAN HOOD BAN FOR SZ S SHT GOie DTAL SOLD MASONRY WALL TTL TACBOC ATTACHD CARPORT STANDARD DTAL <SABL ROOF, DTALS GOlf

26 NH PATO DOOR MAXMUM 200mm STP AT DOOR. f=== == = = = = = == == == == CONTNUOUS 38xl40 TOP RAL 38x38 PCKTS SCURD 1 01./ 2-16mm SCRHS OR OTHR APPROVD GUARD SYSTM LSS THAN OOmm OPNNG BTHN PCKTS 4 NO MMBR OR ATTACHMNT BTHN 140mm 4 '100mm SHALL FACLTAT CLMBNG NH POURD CONCRT DOOR SLL H/ 05mm POLY FLASHNG UP BHND 4- #'1 x10mm SCRHS BOTH Sl DS OR 2- "15mm THRU BOLTS C/ H 32mm O.D. HASHRS = XSTNG FLOOR " rhood DCKNG 01./ 0mm STRUCTUR GAPS PRPNDCULAR TO ; -,q DCK JOST FRAMNG ;,: <,\\\/////\\' '1"-\\\\'1:://J//; XSTNG 1-- RM JOST $ P-- SLL PLAT 1 } -. :;;CRS : 1Jll11J Cl Cl lr f) lflw () r- () w - D D t<( Cl<( () all d.)\!) w -w > 0'> oa w() ()U'l >U'l <( Cl<( HOOD BA t-/ ,r _---.--'-...l----'--' MAX. 400mm x tb PL YHOOD FLLR 4 V 1\f FOR 38xl84 JOST '>!' 38x8"1 GUSSTS ON A A MAX. 000mm t)66< )(< -- BOTH SDS OF POST --j FOR 38x235 JOST DOUBL 38x8"! LDGR (x 10mm SCRHS OR -.._ NAX. 1/6 OF 10xl05 MTAL POST JOST SPAN LAG BOLTD TO FDN. $ BAM CONNCTOR HALL H / 12.1mm DA. 800mm O.C. MN. LL :-J---:0_..1 S:':_'T_--_SP._.A_.N._. "",p / CANT LVR l NTO SOLD MASONRY 'f -''--- '1 OR CONCRT 8"!x8'1 NN. HOOD --v-- POST ANCHORD TO CONC. PR H MTAL SHO qj --.$ 12.1mm DA BOLT 50mm H N. XSTNG 'lr SHO ANCHORD / ""... FDN. JAALL NNMUN OOmm NTO 150mm H N. CONCRT PR u SCTON 'A' AD POURD CONCRT pr : : HN. 1200mm BLOHGRAD>-----,t----r ON UNDSTURBD SOL, t.f' FOR SZS S SHT DOid _.l._l,.l ' - Cl Cl f\1 L xl84 + OxOx8 L DJ. Cl Cl Cl -\) llll f) - f) r-+ Cl 3r. 3r BAM.. L j PR SPACNG S DOid FOR STRUCTURAL BAM PR SPACNG T--, -/==;=o;=l=i..,...j... ll L-...l.l.. -J=!=h=o!..J- S DTAL SHT DOle. PLAN T TL T ACBOC WOOD DGK STANDARD DTAL FXD TO SOLD MASONRY FOUNDATON LL PLAN.t SCTON DOl a

27 NJ!'l PAT >W-1-Hrl7- DOOR MA XMUM 200mm L STP AT DOOR \ XSTNG FLOOR STRUCTUR 1\p;/:sq XSTNG / \ S8xS8 PCKTS SCURD 1 H 2-16mm SCRHS OR OTHR i------i---,4;'--A: APPROV D 6UARD SYSTM 1 LSS THAN OOmm OPNNG lty'ln PCKTS 4 NO MNlR OR ATTACHMNT lthn 140mm.$ "!OOmm SHALL FAciLTAT clnling NH POURD CONCRT DOOR SLL H/ 0.5mm POLY FLASHNG UP lhnd 4- "! x16 mm SCRHS 1\ BOTH SDS OR 2- '1 5mm THRU lol TS C / H 32mm 0 D riashrs \ rrlood DCKNG H / 6mm / GAPS PRPNDCULAR TO CONTNUOUS 38xl40 L Zll!Z ' /lfz/j J TOP RAL r f21--- l- DcK JOST FRANNG \ '.,.,.,\\.,.,. \'\.,... \Y,... \\..,. \,'\.,... \,,... \,'\\,... \'"\,''lol.- \ '" \,'\\' '",\...,. \ \,'\,... 'l\.,..,.,. \,\.+,,...+- \'\...l -' 1---.!.. 1\\\ \\\\\\\\\\\ \\\',\' "\.,....;'< - - 1/ :' _... ::= / /T --- Xi:; () () () 5 \r """"""""""""U' ;;.;:.;= : ;,. :.. ---jl oalr RN 38x 8"! GUSSTS ON SLL PLAT &--- 6' j loth SDS OF POST / 16 mm SCRriS OR 0 16xl65 MTAL POST NAL lam ---i lan CONNCTOR w Q FRANNG :l ADD STUD A:> P--='--'R'--'S.P_.A ::-cc._.nc_-g-: A7- CANTLV R BLOCKNG -::!': BLOH 8"!x8"! HN. HOOD - v- A CH BAN POST ANcHORD TO CONe. PR. X X X X N H NT AL SHO - - fp X X. XSTNG! 'lr '1. FDN. HALL SCTON 'A' mm DA BOLT SHO ANCHORD MNMUN OOmm NTO CONCRT PR -"-- '1 : / 1.1 POURD CONCRT PR : : MN. 1200mm lloh GRAD--r »r ON UNDSTURlD SOL, tr 1 FOR SZS S SHT DOid - -"- ---' " 1 - L j 50mm 150mm 6RAD!.'!.' () () ('l MN. NN. NAX. 400mm FOR 38xl84 BAM NAX. 600mm FOR 38x235 BAN NAX. 1/ 6 OF BAN SPAN 2-S8xl84 + "!Ox'10x8 L DJ. \[) fi" \) <( w [L 0::: \Jl <( <( w ill!l [} S DOid FOR STRUCTURAL SZS w!l - -r- -- -T-' -/==;;== ---:-: i i ' JOST SPAN JOST SPAN L - _l.l -J=l="===='=f S DTAL SHT DOle. PLAN TTL T ACBOC!A!OOD DCK STANDARD DTAL FXD TO BRCK. VNR' 0100D FRAMNG PLAN ' SCTON DOib

28 , / [J 1+1 +,, "L :j:i:1xb5 SCRrlS AGH PGKT 8x8 SUPPORT lf mm O.G. + "+ + Kl LSS THAN OOmm OPNNG BTHN PGKTS 4 NO, j Ht-1BR OR ATTAGHHNT BTJAN 140mm : '100mm SHALL FACLTAT GLNBNG, jl GONTNUOUS 58xl40 GUARD l 1200mm O.G. HAX. C!OOmm HGH HANDRAL RQURD ON STARS F HOR THAN 5 RSRS 2-#ix16 CORROSON RSSTANT SPRAL NALS OR SGRJAlS TYPGAL 3 mm 5 mm ::: ::: v: DROPPD FRAHNG :5mm AGH HNBR STRNGR NTO rlhgh S L... J,: [J.: ND NALD USNG 16mm 1- NALS NAX. '100mm lo BTJAN STRNGRS : : LJ LJ 210mm HN. t'l" 0 '7.f' ZZ411=1!: () () " 255mm NNNUH STRNGR DPTH S SHT DOl a FOR f--- ANGHORAG DTAL 2 - C!.5mm DAMTR THRU BOLTS G/01 32mm O.D. JAASHRS 38x8'1 JAlOOD BLOGK 1200mm O.G. NN.. f-- BTrlN STRNGRS '\; ::tj', /,t:: LJ LJ GRAD STRNGRS ANGHORD TO PRCAST GONG RT 2-.5mm DAHTR d"!oo.-++i-F;:li,--- THRU BOLTS G/rl r mm O.P. JAASHRS ( LJ L 0 ---u :-;.-:-,.-... :_ -.-. : SC.TON 'B'.ng V LJ 58x8 600mm r( TYPGAL lmm DA THRU-BOLT TYPGAL. HO ov BA JOSTAT ' POST LOGATONS rl PROVD BL OGKN6 HHN JOSTS DO NOT ALGN H/ PO STS. x <1: 600mm () () () N - BRAC.N6 PARALLL TO BAM - - BRAC.N6 PRPNDC-ULAR TO BAM - FR STANDNG DGKS GRATR THAN 600mm ABOV 6RAD SHALL RSST LATRAL LOADNG 4 HOVHNT. ALL POSTS HUST B BRACD HHR TH SUPPORTD ARA XGDS THOS LSTD N TH TABL ON DOid TTL TACBOC WOOD DCK STANDARD DTAL STAR SC-TON LATRAL SUPPORT FOR FR STANDNS DC-KS DOle

29 BAM SZN6 TABL SUPPORTD LV LOAD 1.<=1 k.pa LV LOAD 2.5 k.pa LV LOAD 3.0 k.pa JOST LNGTH PR SPACNG (mm) PR SPACNG (mm) PR SPACNG (mm) (mm) :2/ 58xl40 :2/58xl84 5/58x:25S :2/ 58xl40 5/ 58xl84 5/58x:25S 5/ 58xl40 :2/ 58x:255 :2/58x: / 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 /58x :2/ 58xl84 :2/58x:25S 5/58x:280 :2/ 58xl84 5/58x:255 4 / 58x:280 :2/58xl84 5/ 58x:255 4 /58x: :2/ 38xl84 3/ 38x235 3/58x280 2/58xl84 3/ 38x235 4 / 38x286 3/ 38xl84 3/ 38x280 N/ A / 58x l84 5/ 58x255 4 / 58x280 2/ 58xl84 5/ 58x280 N/ A 5/ 58xl84 5/58x280 N/ A JOST SZN6 TABL LV LOAD 1.<=1 k.pa LV LOAD 2.5 k.pa LV LOAD 5.0 k.pa JOST SPAN JOST SPACNG (mm) JOST SPACNG (mm) JOST SPACNG (mm) (mm) boo boo boo xl40 58xl40 58xl40 58xl40 58xl40 58xl40 58xl40 58xl40 58xl xl40 58xl40 58xl84 58xl40 58xl40 58xl84 58xl40 58xl84 58xl xl40 58xl84 58xl84 58xl84 58xl84 58x:255 58xl84 58xl84 58x: xl84 38xl x255 58x255 38x235 58x280 38xl84 58x255 38x235 58x255 38x235 38x23S 38x235 38x235 58x280 58x25S 58x255 58x286 FOOTN6 SZS PR SZS POST SZN6 TABL SOL BARNG capacts (k.pa) SOL TYP 50FT clay LOOS SAND OR eravl FRM CLAY BARNG PRSSUR (k.pa) 40 so 15 DAMTR M2 (mm) POST SZ (mm) 8"ix8Cf MAXMUM HGHT (M) :2.0 MAX. SUPPORTD DCK ARA (M2) LV LOAD (k.pa) 1.<= !1!.48 5." : " DNS OR COMPACT SLT STFF C.LAY DNS C.OMPAC T SAND OR eravl SO "18 "1.43 TLL C.LAY SHAL xl " SOUND ROC.K <( _j L ill _j L X <( X ill PRS P P2 P3 P4 P5 Pb BAMS Bl B2 SUPPORTD DC.K ARA 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 SUPPORTD JOST LNGTH 2000mm 2000mm 1400mm /l P<. qj,.,(0 BAH BAH B4 (;::;\.. Cl Cl Cl \i :---; l - a ' ---a Cl L B4 1400mm :2600mm 2000mm 400 BAM SPAN= 2600mm JOST SPAN = 2ooomm PR SZ (H2) = SUPPORTD PCK ARA (H2) x HN. 1."1 (kpa) LV LOAD SOL BARNG CAPACTY (kpa) Cl Cl Cl li 6NRAL NOTS. A MNHUM LV LOAD OF (kpa) SHALL B APPLD N ALL LOCATONS. 2. TH PRSCRBD SNOV'l LOAD FOR 225 SLCTD ONTARO LOCATONS S NDCATD N COLUMN 12 OF TABL 1.2 N SUPPLMNTARY SUDLN SB-1 OF TH ONTARO BULDNS COD. TH SNOV'l LOAD SHALL B APPLD AS TH MNMUM LV LOAD "\HR T S SRATR THAN 1."1 (kpa) 1. CONCRT PRS SHALL BAR ON UNDSTURBD SO L. TH BARNG CAPACTY OF TH SOL SHALL B DTRMND PROR TO CONSTRUCTON. o. MAXMUM HGHT RFRS TO TH HGHT OF TH POST FROM TH TOP OF TH PR TO TH DCK SURFAC. "!. BAMS 1"\TH MOR THAN 2 MMBRS MUST B SUPPORTD BY 140xl40 POSTS. B. A ST PLAN OR SURVY S RQURD SHOrliN6 ALL LOT LNS 4 DMNSONS, SZ 4 LOCATON OF ALL XSTNG BULDNGS 4 DCKS 10. TH ALLOV'ABL SOL BARNG PRSSUR SHALL B RDUCD BY 50% r!hl TH "latr S AT OR NAR TH BOTTOM OF TH 4. LUMBR NO.2 SPF OR BTTR r!ood POSTS MN. 8'ix8'i (SOLD). FOOTNG XCAVATON US CORROSON RSSTANT SPRAL NALS OR SCRrlS 5 A DCK S NOT PRMTTD TO B SUPPORTD ON BRGK VNR 6 CANTLVRD JOSTS AND BAMS AR LMTD TO 1/ 6 TH MMBRS LNSTH.. CONTACT YOUR LOCAL BU LDN6 DPARTMNT FOR FURTHR NFORMATON ABOUT LOCAL SOL BARN6 GAPAGTS 12. JOSTS SPANNNG MOR THAN 2100mm AR TO HAV SRD6N6 AT LAST VRY 2100mm O.C.. TTL T ACBOC WOOD DGK STANDARD DTAL STRUCTURAL SZNG TABLS DOid

30 GUT OPNNG FOR NH XTROR TYP DOOR 4 PROV D STL LNTL 2L"S "10 xo x6 RS 2.11 NSULATON CONT. H NTGRAL V APOUR/ AR BARRR ON HARM SD 38x.BC'! STRAPPNG NO. 15 BLDG. PAPR T NH CONCRT TO XSTNG H/ HOM RODS 200mm LONG, OOmm NTO HALL VRY OTHR COURS l5mm DP POCKTS FOR CONCRT SLAB SUPPORT (RMOV VRY 2ND FAR OF FAC BRCKS) MN..B"imm BARNG ON HOOD FRAMNG OR SOLD XSTNG HOUS UNHATD ARA TMP. STL 200mm O.G..BC'!x.B"i HOOD POST ON STL SADDL OR.BC'!mm DA. STL POST (TYF.) GUARD 4 HANDRAL r :--t::..:=±::::..::..::±::..:.=±::l NOSNG RNF. f cc='----_j H ON BARS FOUNDATON PLAN VNTLATON OPNNG L _, PROTG TD FROM HATHR 4 NSG TS GROUND FLOOR PLAN SLAB RNFORGHNT F USD AS GOLD CLLAR 6UA RDS S NOT 3.1 X STNG ria LL TH F. STL 200mm O.G. 15m m BARNG! FO R SLAB BO TTOH RNF. 200mm O.G. FR OVD DRYHALL' FN SH F FOAM NS ULATON S USD 100 mm GOHPAG TD GR USHD STON 15m m CONCRT! FLO OR SLAB r-!,:;!,:; L.._..., r::: ::::: ::::: "" " """ "" ". " 'L. '-._._]! G.(j w -ll ll ;, :& ;, :g Dl. \'l ::J :.: ""? :.;' a''ey",p. SADDL FOR 0OOD POST ANCHORD TO SLAB OH DOrlLS 600mm O.G. MASONRY XTROR FACNG, FLL SPAC BTrlN 01ALL 4 FACNG 01/ HORTAR 4 PROV D MTAL TS S NOT '4' NOSNG RNF. 01/ OM BARS DAHFFROOFNG.$ 6mm THCK CMNT PARGNG FOOTNG 200mm CONCRT BLOCK OR POURD CONCRT FOUNDATON 0\ALL OOmmx400mm POURD CONCRT FOOTNG 15mm MN. SC. TON 'A' OOmm DA. 01FNG TL 01/ 150mm CRUSHD STON COV RAG SCTON 'B' GNRAL NOTS. XTROR STARS 125mm - 200mm RS 210mm - 355mm RUN 235mm - 355mm TRAD STPS AR TO B UNFORM THROUGHOUT FLGHT 2. HANDRALS AR RQURD 0\HR STPS HAV HOR THAN 3 RSRS. HANDRAL HGHT.BOOmm- <165mm 3. GUARDS AR RQURD AROUND CONCRT SLAB F HOR THAN 600mm ABOV GRAD 4 ON BOTH SDS OF STARS HNMUH '100mm HGH FOR STARS MNMUH C'!OOmm HGH FOR PORCHS UP TO.BOOmm ABOV GRAD. MNMUH Ol'Omm HGH FOR GRATR HTS. MAXMUM OOmm BTrlN PCKTS AND NO HHBR DSGND TO FACLTAT CLMBNG BTrlN 140mm 4 OOmm 4. HASONRY TS 01HN BRCK FACNG S USD ABOV GROUND LV L, PROVD O.l'6mm THCK.$ 22mm 011D CORROSON RSSTANT HTAL 600mm HORZ mm V RTCAL 5. FOUNDATON 0\ALLS THCKNSS OF UNRNFORGD FOUNDATON 0\ALLS LATRALLY SUPPORTD AT TH TOP AR DFNDANT UPON HGHT OF FN5H GRAD ABOV BASHNT FLOOR UNT HA50NRY THCKNSS "!Omm - MAX. HGHT 1200mm UNT MASONRY THCKNSS 240mm- MAX. HGHT.BOOmm UNT HA50NRY THCKNSS 2"10mm -MAX. HGHT 2200mm 6. CONCRT HNHUH CONCRT STRNGTH SHALL B 32Hpa H 5%-8% AR NTRANMNT CONCRT SLAB THGKN55 125mm PROVD MN. 30mm CLAR CONCRT GOV R TO RNFORCNG BARS TTL T ACBOC GONGRT PORGH STANDARD DTAL PLANS, SC,TONS 4 NOTS GOLD GLLAR D02

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