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COMMITTEE OF ADJUSTMENT

City Hall, 5lhfloor, 71 Main Street West, Hamilton, ON L8P4Y5 Telephone (905) 546-2424, ext. 4144 Fax (905) 546-4202 E-mail: [email protected]

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1. The maximum gross floor area of all buildings accessory to a residential use shall not exceed a maximum area of 750 square metres instead of not exceeding 30% lot coverage of the yard in which the buildings are located to a maximum of 97 square metres.

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(formerly in the Township of Beverly) SCALE I = IOO C.A. MacDonald Surveying Ltd. 1987

CAUTION: This plan is nol a plan of subdivision wilhin the meaning ol the Planning Act.

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LOT 7, CON.6 8 LOT t, RP.Ha 333 LOT 7 , CON 8

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PLAN OF SURVEY OF LOT I, REGISTERED PLAN 333 ond PART OF LOT 7, CONCESSION 6 TOWN OF FLAMBOROUGH REGIONAL MUNICIPALITY OF HAMILTON - WENTWORTH

l.a. R=3759-72'

HIGHWAY

PLAN 62-R W 4

39 ’ 07' /9e7

RECEIVED AND DEPOSITED

LAND REGISTRAR FOR T H E / REGISTRY DIVISION OF WENTWORTH (NO. 62)

I REQUIRE THIS PLAN TO BE

REGISTRY ACT

d e p o s it e d u n d e r t h e

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OF

HAMILTON

BUILDING & LICENSING DIVISION

0C1 2 2 2002

DATE,

DATE.

date,

PUNNING & DEVELOPMENT DEPARTMENT

RED. BY._____ _

REF'DTO ,

REF'DTO,

CHECK AND VERIFYAIL DIMENSIONS OR AMBIGUITIES. ALL WORK MUST COMPLY TO THE ONTARIO BUILDING CODE. DRAWINGS TO BE USED IN CONJUNCTION WITH THE SPECS,

SCALE:

COVER PAGE

PROPOSED BANK BARN RENOVATIONS

#

The undersigned has reviewed and takes responsibility for this design, and has the qualifications end meets the requirements set out in the Ontario Building Code to be a designer. QUALIFICATION INFORMATION Required unless design is exempt under Division C-3.2.5.1 ofihe2012O.B.C.

COVER PAGE ELEVATIONS ELEVATIONS BASEMENT FLOOR FLOOR PLAN SECTIONS SECTIONS & DETAILS

S H E E T LIST

John Vondwwoerd BCIN 21611 REGISTRATION INFORMATION Required unless design is exempt under Division C-3.2.4.1 of the 2012 O.B.C. Firm Name: Vande/woerd Drafting & Design BCiN 38975

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ISSUED FOR: PRELIMINARY REVIEW

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PAUL SCARBROUGH

1270 OLD HIGHWAY 8 SHEFFIELD, ON

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CHECK AND VERIFY A it DIMENSIONS OR AMBIGUITIES. A ll WORK MUST COMR.YTO THE ONTARIO BUILDING CODE. DRAWINGS TO BE USED IN CONJUNCTION WITH THE SPECS.

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PROPOSED BANK BARN RENOVATIONS

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NO EXTERIOR CHANGES, 48 X 30 SL TO INSIDE INTERIOR TO BE FRAMED OVER SLIDER, SIZE TBC

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RECESSED CEILING POCKET

SCALE: As indicated

BASEMENT FLOOR

#

The undersigned has reviewed and takes responsibility for this design, arid has the'quailficalrons and meets the requirements set out In the Ontario Building Code to be a designer. QUALIFICATION INFORMATION . Required unless design is exempt under Division C-3.2.5;i of the 2012 O.B.C

John Vandeiwoerd BCIN 21611 REGISTRATION INFORMATION Required unless design is exempt under Division C-3.&4.1 of tHe 2012 O.B.C.. Firm Name: Vandorwoerd Orafung & Design BCIN 36975

TYPICAL NON-BEARING EXTERIOR WALL • 1/2* STANDARD SPRUCE PLYWOOD • 2X4 STUD WALL @ 16* O.C. • 7/16* OSB CAV GLUED JOINTS ■ 16* DENSE PACK INSULATION (R60) • 2X4 STUD WALL @ 16* O.C. • 7/16* OSB C/W GLUED JOINTS

TYPICAL NON-BEARING EXTERIOR WALL (SHOP) • 2X4 STUD WALL @ 16* O.C. • 7/16* OSB C/W GLUED JOINTS • 16* DENSE PACK INSULATION (R60} • 2X4 STUD WALL @ 16* O.C. • 7/16* OSB CAV GLUED JOINTS

INTERIOR NON-BEARING INSULATED WALL • 1/2* STANDARD SPRUCE PLYWOOD • 2X4 STUD WALL @ 8* O.C. OFFSET ON EITHER SIDE OF 2X8 PLATES • 2 LAYERS R-12 ROXUL BATT INSULATION • 1/2* STANDARD SPRUCE PLYWOOD

INTERIOR UNINSULATED WALL • 1/2* STANDARD SPRUCE PLYWOOD • 2X6 STUDS @ 16* O.C. • 1/2* STANDARD SPRUCE PLYWOOD

DATE I-2MDIB

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ISSUED FOR: PRELIMINARY REVIEW

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PAULSCARBROUGH

1270 OLD HIGHWAY 8 SHEFFIELD, ON

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REVISIONS

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T.O. FLR 3/32* = 1'-0*

CHECK AND VERIFY ALL DIMENSIONS OR AHBlGUfTlES. ALLWORK MUST COMPLY TO THE ONTAAiO BWIXHNG COOL DRAWINGS TO BE USED IN CONJUNCTION YflTH THE SPECS.

SCALE: As indicated

FLOOR PLAN

PROPOSED BANK BARN RENOVATIONS

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TYPICAL NON-BEARING EXTERIOR WALL • 1/2’ STANDARD SPRUCE PLYWOOD • 2X6 STUD W A U @ 16* O.C. • 1/2* STANDARD SPRUCE PLYWOOD

TYPICAL NON-BEARING EXTERIOR WALL • 1/2* STANDARD SPRUCE PLYWOOD • 2X4 STUD WALL @ 16* O.C. • 7/16* OSB C/W GLUED JOINTS ■ 16* DENSE PACK INSULATION (R60) • 2X4 STUD WALL @ 16* O.C. • 7/16* OSB C/W GLUED JOINTS

John Vanderwoerd BCIN 21611 REGISTRATION INFORMATION Required unless design is exempt under Division C-114.1 of die 2012 O.B.C. Firm Name: Vanderwoerd Drafting & Design BCIN38975

The undersigned has reviewed and takes responsibility for this design, and has the qualifications and meets the requirements set out in the Ontario Building Code to be adeslgner.QUALIFICATION INFORMATION . Required unless design Is exempt under Division C-3.2.5:i of the 2012 O.B.C.,

EWE 1-54-2)18

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7/16' OSB C/W GLUED JOINTS * 2X6 CEILING JOISTS @ 16' O.C. — DENSE PACK CELLULOSE (R60)

LSTA21 TIES STRAPS TO EVERY OTHER STUD

NON-BEARING EXTERIOR INSULATED WALL 1/2* STANDARD SPRUCE PLYWOOD 2X4 STUD WALL @ 16* O.C. 7/16* OSB C/W FLUED JOINTS 16* DENSE PACK INSULATION (R60) 7/16* OSB C/W GLUED JOINTS 2X4STUD WALL@ 16*O.C. TAR PAPER TO EXISTING

5* 32 MPA CONCRETE SLAB 6 X 6X9/9 WIRE MESH 7* EPS INSULATION (HOT ROCK PANELS) — C/W TAPED JOINTS 6’ GRANULAR BASE-----

CHECK AND VERIFYAU. DIMENSIONS OH AMBIGUITIES. M l WORK MUST COMFIT TO THE ONTARIO BUILDING CODE DRAWINGS TO BEUSED IN CONJUNCTION WITH THE SPECS.

ICE & WATER FROM ROOR TO DRIP ■ CHARCOAL METAL DRIP EDGE ____________B.O.R R J - n

EXISTING FOUNDATION

_____TT). BSMT ,FLR ^

TAR SEALANT AND DIMPLE • BOARD TO FOUNATION IF GRADE DIFFERENT

The undersigned has reviewed and takes responsibility forthls design, and has the qualifications and meets the requirements set out in the Ontario Building Code to be a designer, QUALIFICATION INFORMATION Required unless design is exempt under Division C-3.2.5,1 of the 2012 O.B.C.'

John Vanderwerd BC1N.21611 REGtSTRATtON INFORMATION Required unless design Is exempt under Division C-3.2.4.1 of the 2012 O.B.C.’ Firm Name: Vanderwoerd Drafting & Design BCtN 38975

SCALE: 1/2*»1-0*

SECTIONS

EXISTING TIMBER ROOR JOISTS

BARN DUMP SECTION-T2

d> 1/2*=1'-0"

PROPOSED BANK BARN RENOVATIONS

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PAUL SCARBROUGH

1270 OLD HIGHWAY 8 SHEFFIELD, ON

|

REVISIONS

|

^5

r r \ FINISHING V i / 1/4' = 1‘-G'

CHICK AND VERIFY A ll DIMENSIONS OR AMBIGUITIES. Adi WORK MUST COMPLY TO THE ONTARIO BUILDING CODE. DRAWINGS TO BEUSED IN CONJUNCTION WITH THE SPECS.

RM. SECTION

EXISTING WINDOW

0

1/2’ = 1’-0*

FILL IN W/ PLYWOOD

WINDOW DETAIL

EXISTING EXTERIOR WALL

NEW WINDOW

SCALE: As indicated

SECTIONS & DETAILS

* D

The undersigned has reviewed end takes responsibility for this design, and has thaqualtficatiohs and meets the requirements'set out In the Ontario Building Code to he adeslgner. QUALIFICATION INFORMATION Required unless design Is exempt under Division C-3.2.5I1 pfihe2012O.B.C.

John Venderwoerd BC1N2161} REGISTRATION INFORMATION Required unless design Is exempt under Division C-3JM.1 of the .2012 0;B.C. Firm Name: Vahde/woerd Drafting'll Design BGIN 38975

PROPOSED BANK BARN RENOVATIONS

REvtSCN REVISCX* FCR6QNSTAFF

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ISSUED FOR: PRELIMINARY REVIEW

VBL OOT 1-24-2018 1

PAUL SCARBROUGH

1270 OLD HIGHWAY 8 SHEFFIELD, ON

|

REVISIONS

|

COMMITTEE OF ADJUSTMENT

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SUBJECT LANDS 13.96 Ha

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PROPOSED SEVERANCE SKETCH

37 HAMILTON REGIONAL RD 52 COPETOWN

MYERS APPLE FARM

M ir 06,2010

PROJECT No.:

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1:25 p.m. Rooms 192 & 193,1st Floor Hamilton City Hall

TIME: PLACE:

Fax (905) 546-4202 Telephone (905) 546-2424, ext. 4144

City Hall, 5lhfloor, 71 Main Street West, Hamilton, ON L8P 4Y5

E-mail: [email protected]

To permit the construction of a 5,233m2 addition to the existing greenhouse building notwithstanding that;

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In writing: If you are unable to attend the meeting, you may also send your comments in writing to the Secretary-Treasurer prior to the meeting date. Refer to the contact information at the top of this notice to submit comments via e-mail, mail or fax. You may also use this means of contact to request notice of the committee’s decision.

FL/B-18:08 a)

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THAT ALL BOSTTWO OS NEW STRUCTURAL coUpowehts are capable or ViHKSTAHDfHC THE STRUOBTAL LOADS WPOSED. MO REPORT M t

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CONCRETE FOOTINGS, FOUNDATION WALLS
STEEL COLUMNS STEEL COUIUN PLATES TO BE ANCHORED TO FOOTING WTH UBL TWO 1/2* DU. BOLTS USL 4* WTO FOOTING. STEEL COLiAAH RATES TO BE CONECTED TO STEEL BEAUS WITH TW> 1/2* DU. BOLTS, OR WELD PLATES TO BEAU FIANCES. _ ,, STEEL COUfUHS TO BE UM/UU 3 1/2* OUTSIDE DlAUEnR AM) 3/»6* WALL TBOOfESS. STEEL COUA/NS 9U1L BE TREATED «TH AT LEAST CNE COAT RUST Dwemve pajht.

WOOD FRAMING ALL FRAUUWG UAfBEK TO O.B.C. STANDARDS. ALL FRAUNO UAlBER INDICATED OH DRAWHCS TO BE SPP. Ne.2 UNLESS OTHERWS SFEQFIED. BEAUS TO KA'iE UW. BEARING OF 3 1/2*. UTERAL SUPPORT - WAILS SUPPORTING JOSTS, ANOKA SO. PLATE «TH 1 /T WA. ANCHOR BOLTS UAX 7-10* O.C. EMBEDDED 4* WTO MASONRY OR ANCHORED EVERY 4TH LOST NOT RESTWO OH A PLATE WITH 3/16'x 1 1/2* STEEL LOST ANCHORS LATERAL SUPPORT - WALLS PARALLEL TO JOSTS, BEND 3/lfi‘xl 1/2* STEEL STRAP 3* WTO MASONRY AM) FK TO 3 PARALLEL JOSTS OS FIX SUL PLATE TO 3 fBODLT CONNECTED FLOOR JOSTS AT 7-10" UAX ALL JOISTS TO HAVE BRDCWC OVER INTERIOR BEARING WALLS AM) BEAMS UW. ELL PLATE 2'xS\ SRL PLATES ANCHORS TO BE UN. 1/2* DU. BOLTS EMBEDDED 4‘ WTO FOUNDATION WWAS. SPACE FLOOR JOSTS AT 12* 0.0 FOR CANTILEVERS. UM 1 t/2 * END BEARING REQUITED FOR FLOOR JOISTS, CEHJNO JOSTS, ROOF JCLSTS AND RAFTERS. PROVIDE UeTAL JOST HANGERS FOR SUPPORT CF JOISTS FRAWiNO WTO SDES OF WOOO BEAUS. HEADER AND TRWUER JOISTS WHEN RECMRED,

STRUCTURAL NOTES

PRE-MANUFACTURED WOOD FRAMING 1. ALL FRAUWG MATERIALS AND UETHOOS FOR PRE—UAMIFACTURED WOOD CONSTRUCTION (Wood v floor joists) are to be WSTALLED AS FER MANUFACTURERS DETAILS AM) SPECIFICATIONS. 2. PRE-UANUFACTURED WOOD SUPPLER SHALL sueUrr shop drawncs shown? location. LOADING, ALLOWABLE AM) ACTUAL DESIGN STRESSES. DEFLECTION IfUjTATONS, TEMPORARY AM) PERMANENT 6RAQNCS, COKNEUDON AM) FARING DETAILS AND SHALL BEAR THE SEAL OF A PRCFESSONAL ENGUWEZR LICENCED AM) WSURED TO PRACTICE W T>E PROVINCE OF 3. sloP^WNCS ARE TO BE SUBMITTED TO THE DESCHER FOR APPROVAL PRIOR TO THE COUVENCEVENT OF CONSTRUCTOR.

GLUE LAMINATED WOOD BEAMS 1. ALL FRAUWS UATERULS AND UETHOQS FOR CLUE LAUNATED WOOD BEAUS TO BE WSTALLED AS PER MANUFACTURERS DETAILS AM) EPECSFTCATONS. 2. ALL BEAU TO BEAU, AM) BEAU TO COLUMN CONNECTIONS SHALL BE UlH. 1/4* UETAL RATE CONNECTIONS C/W lik , 2 - 6/8* MA. THROUGH BELTS AT EACH UEW8ER BONG CONNECTED. 3. ALL EXPOSED CONNECTIONS NODHHC BOLTS UUST BE COATED TO RESIST COSRDSSOL 4. SUBSTITUTION CF BEAUS FOR D3TEKEHT -----S OR WATERLALS Uust BE APPROVED _____________ T SMALL SUa&T SHCP DRAWNGS AND EXCWEERMG CALCULATIONS FOR BEAUS SHOWN CN DRAWNOS OR FOR SUBSTTIUTiONS BONG PROPOSED AND SHALL BEAR THE SEAL OF PRCFESSONAL EHSNEER LICENCED AM) WSJKED TO PRACTICE IN THE PROVINCE OF CHTA5SQ. shop drawng Uust be susL&tted to THE DESCMER FOR APPROVAL PRIOR TO THE COWUEHCQlENT OF OWSTRUCTION.

MASONRY VENEER WAas

ROOF CONSTRUCTION

peruanext bracwgs and shall bear the

t. ALL ROOF TRUSSES UUST BE DESIGNED AM) FABRICATED M ACCORDANCE WTH OS.C./ H-B-C. PART 4. 2. TRUSS SUPPLKH SHALL SLPPLY ALL NECESSARY PLANS WCLUDWQ PLACWG DRAfrNC SHOWNG LOCATICW. LOATXNG, ALLOWAkE STRESSES. TEMPORARY AND SEAL OF PROFESS»)AL ENGINEER LICENCED AM) INSURED TO PRACTICE M THE PROVINCE OF ONTARIO. TRUSS DRAWNCS UUST BE SUBUfTTED TO DC DE3CNER k THE CHEF BUL&NC OrFlOAL FC« APPROVAL AND TO VERST ALL BEAU AHO UWTEL SZES PRIOR TO THE CtUUENCS/ENT OF CONSTRUCTION. 1 KS» AND VALLEY RAFTERS TO BE 2* DEEPER THAW COWUON RAFTERS. 4, ROOF EDGE SUPPORTS TO EE UM. 2*n2* BLDOGNO. 6. PROVIDE 1*x4* CONTINUOUS TRUSS KCDffi^G at 7 - t r ac . uax UuU. 6. PROVTOE 2*i4* WALL ICS ACROSS JONTS OR BOTTOU TRUSS CORDS AT UN- 4 -0 * O.a FOR ROOF SLOPES 4/12 OR GREATER.

FLASHING 1. FLASHWC IS REO®ED UNDER ALL J3NTED ELLS AND OVERHEADS CF WN00W5 AND DOORS W EXTERIOR WALLS F DISTANCE BELOW EAVE IS UCRE THAN 1/4 OF T>C ROOF OVESHANO. 2. CHUnEY FIASKWC IS REQUIRED AT WTERSECTKW WTH ROOF, FU SI OVER A CFftWEY SADDLE WHEN WIDTH OF CHUNET EXCEEDS V—6*. 3. FIASCO REQURED AT INTERSECTION OF ROOFS AND WALL VALLEYS, AM) OVER PARAPET WAILS. 4. FIASHWC BETWEEN ROCF SHINGLES AND

HEATING 1. HEATING DESGH HAS BEEN LOCATED AS A SUGGESTED GLIDE ONLY. INSTALLATION AM) DESIGN B TO BE AS PER THE ONTARIO BULGING CODE, PART 6. HEATWO PLANS AM) HEAT LOSS/HEAT CAW CALCULATIONS ARE TO BE SUBUfTTED TO THE LOCAL BUODMG OFFICIAL AM) THE OESCNER FOR REVIEW AND APPROVAL PRIOR TO DC CdAfeNCEUatT OF CONSTRUCTION.

FIRE SEPARATIONS 1. VERTICAL ja m s BETWEEN USCNRY FHE SEPARATIONS AND EXTERIOR WALLS 9LALL BE CAULKED. Z ELECTRICAL SWITCHES; RECEPTACLES, ETC. ON OPPOSITE SDES OF UASONRY FIRE SEPARATIONS 3NALL NOT BE LOCATED

ALL TIMBER TO BE SUPPORTED MlN 6’ ABOVE FIN. GRADE UNLESS PRESSURE TREATED AGAINST TERMITES REMOVE WOOD DEBRIS OR VEGETABLE MATTER FROM BACKFILL

ALL EXTERIOR DOORS, IF WOOD TO HAVE STORM DOORS OR TO BE OF METAL INSULATED TYPE.

ALL WINDOW HEADS TO BE 6’- l O “ (OR 7 - 1 0 ’ ) ABOVE FIN. aOOR OR TO MATCH DOOR HEAD FRAMING HIEGHTS

ALL WINDOWS ARE DOUBLE GUZED OR THERMOPANE

THESE NOTES COMPLY WITH THE REQUIREMENTS OF THE ONTARIO BUILDING CODE.(REG. 2012) UNLESS SPECIFICALLY ALTERED BY MUNICIPALITY HAVING JURISDICTION. IT SHALL BE THE RESPONSIBILITY OF THE BUILDER TO CONFORM WITH THESE SECTIONS WHERE APPLICABLE AND FAMILIARIZE HIMSELF SPECIFICALLY WITH PART 9 OF THE CODE ALL STRUCTURAL LUMBER TO BE EASTERN SPRUCE N0.2 CONSTRUCTION GRADE UNLESS OTHERWISE NOTED. SIZES ARE DETERMINED FROM SPAN OFF TABLES OF THE BUILDING CODE,- ONTARIO REG. 413 /97

NOTES:

1. UW. 3 6/B* THOWESS UP TO 2 f - 0 ‘ UAX ffilGHT. 2. UASONRY TIES TO BE CALVEMZH), CORROSCN RE5STANT CORRUGATED 22ei* 7/8* WOE SPACED IS* a c . KoraZONTAlLr, AND 24* O.C, VERTICALLY NAILED TO STIKJS THROUGH ]HE SHEATHNG. 3. PROWM 1* A'R SPACE BETWEEN VENEER ' AND WALL SCATTONG. 4, UAX C L OVER FOUNDATION WALL 1/2*.

1. ALL MATERIALS AND METHODS OF CONSTRUCTION MUST COMPLY WHH THE LATEST ADDITION OF THE O.B.C. 2 . DO NOT SCALE THESE DRAWNGS. 3. SUBMIT STRUCTURAL STEEL SHOP DRAWNGS FOR REVIEW BY THE DESIGNER PRIOR TO FABRICATION. MAKE FIELD MEASURMENTS NECESSARY FOR FABRICATION AND ERECTION 4. THE CONTRACTOR SHALL PROVIDE INSPECTION REPORTS PREPARED BY AN INSPECTION AND TESTING AGENCY ON THE STRUCTURAL STEEL ERECTION AND CONCRETE STRENGTH* 5. ALL FOOTING SHALL BEAR ON UNDISTURBED SOIL CAPABLE OF SUSTAINING A LOAD OF 4 KSF. 8. SPECIFIED 28 DAY CONCRETE STRENGTH IS 20 MPA. ALL CONCRETE EXPOSED TO FREEZE—THAW CYCLES IN A SATURATED CONDITION SHALL BE CUSIF1CAT10N C-1 TO CSA-A23.1-M90 7. REINFORCING STEEL: G30.18M GRADE 4O0R. 8. STRUCTURAL STEEL CSA G40.21M : HSS SECTIONS GRADE 350W CLASS H ANCHOR BOLTS GRADE 260W PIPE MATERIAL ASTV A53 OTHER STEEL GRADE 300ff WELDING TO CONFORM TO CSA W59 AND W47.1 ‘ LOAD BEARING MASONRY MATERIALS: CSA A165.1M-H/15/X/X HOLLOW BLOCK CSA A165.1M-S/15/X/X SOLID BLOCK CSA A179M-TTPE S saow grade M o rta r CSA A179M-TYPE N ABOVE GRADE MORTAR GROUT FOR BLOCK CORES CSA A179M 1:3:2 CEMENT: SAND PEA GRAVEL BY VOLUME, 8* SLUMP AIL LUMBER TO BE KILN-DRIED, 10. STRUCTURAL LUMBER: GRADED TO CONFORM TO CSA 0141, SPF N0.2 UNLESS NOTED 11. SUPPLY JOIST HANGERS TO THE JOIST MANUFACTURES SPECIFICATIONS. 12. PROVIDE WEB STIFFENERS WHERE TJI JOISTS CONNECTED USING HANGERS 13. PROVIDE FIRE PROTECTION WHEN W^-DlNG CLOSE TO

(* OUSK9 STOKE

Unfinished Basement

sM (-7X An K W a W r « a iss opoeb

NOTE) VTKFT JiL BRIDE «<0 noon IEKHTS KfiXH TO OKSTKUCTCH. UUE M r JAAETUEHTS RBXH2D TO KUUSER CF USERS/ STEFS FROR IQ COUVEKOS COKSTRUCTVMf.

LUMBER SUPPUER TO PROVIDE TJ-EXPERT FRAMING LAYOUTS INCLUDING APPROPRIATE DETAILS/HANGER SPECS/ JOIST AND BEAM SIZING/ HOLE CHARTS FOR JOISTS/ RIM BOARD SPECS ETC. AND ARE TO SPECIFY FLOOR PERFORMANCE TJ PRO RATING FOR REVIEW AND APPROVAL BY DESIGNER IF REQUIRED

IT SHALL BE THE RESP0NS1BILTY OF THE BUILDER TO HAVE ALL GRADES AND SERVICES CHECKED AND VERIFIED GRADING AND SERVICES ENGINEERED FOUNDATION WALLS TO BE CONSTRUCTED TO A MIN 6’ ABOVE APPROVED GRADES AT HOUSE PROPOSED GRADE UNE AS INDICATED ARE FOR REFERENCE ONLY AND DO NOT NECESSARILY DEPICT FINISHED GRADING CONDITIONS OF ANY PARTICULAR LOT

DO NOT SCALE DRAWINGS

SECTION

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STANDARD CONDOMINIUM DEVELOPMENT STATISTICS ZONE: Multiple Residential "RM3-48" Proposed Required Item 10,580 m1 4,000 m* Min. Lot Area 69.56 m 50.0 m Min Lot Frontage 1.5m 5.0 m Min. Front Yard 10.63 m 4.0 m Min. Side Yard 5.0 m 2.01m Min. Flankage Side Yard 1.83m 6.0 m Min. Rear Yard Min. Building Separation

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GBTSAAL NOTES

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CONTRACTORSKALL VBUFY LOCATIONS AND INYETO OFALL EXISTINGSAN(TARTAND STORMSEWERSAND WATERMABiS, FRTYATEJEWS? DAA1NS AHO WATERSB!VICES. GASMANS, CAJLETV, HYDROAND TB-E?HOHEDUCTS, ETC- ATSTART OP CONSTRUCTION.

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A1.0 A2.1 A2.2 A2.3 A3.1

NO.

NORTH i SOUTH ELEVATIONS BUILDING SECTIONS_________

COVER PAGE FOUNDATION PLAN FLOOR PLAN ROOF PUN EAST 1 WEST ELEVATIONS

SHEET NAME

DRAWING LIST

A3.2 A4.1

SITE INFORMATION ER 1. ZONE: 181.5m’ 2. EX. DRIVEWAY COVERAGE: 329.4m’ 3. EX. HOUSE COVERAGE: 20.2m’ 4. EX. POOL HOUSE COVERAGE: 5. NEW GARDEN SHED COVERAGE: 29.7m1 560.8m* 1 789.7m* 35% 31%

E I" ; CO

CM

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6. TOTAL LOT COVERAGE: 7. TOTAL SITE AREA: 8. ALLOWABLE COVERAGE %: 9. NEW LOT COVEREAGE %:

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ABBREVIATION SCHEDULE GENERAL ABBREVIATIONS ABOVE FINISHED FLOOR COMPLETE WITH CEILING CONTINUOUS DISTANCE EQUAL EXISTING EXTERIOR FINISHED a oO R FINISH MAXIMUM MINIMUM NOT TO SCALE ONTARIO BUILDING CODE PREFINISHED TYPICAL UNDERSIDE WITH AFF C/W CLG CONT DIST EQ EX EXT Fa FIN. MAX MIN NTS O.B.C PREFIN TYP. U/S W/

EXISTING POOL

66.80 m

N 80° 00' 00" E

L-

.

ABBREVIATION SCHEDULE

..

MATERIAL ABBREVIATIONS ACOUSTIC TILE ALUMINUM BLOCK CONCRETE GALVANIZED GYPSUM INSULATION MEMBRANE PLYWOOD PAINT STAINLESS STEEL SHEATHING WELDED WIRE MESH

ACT ALUMN, BLK CONC. GALV GYP INS MEMB PLYWD PT S/S SHTHG WWM

ROOM NAME ABBREVIATIONS CLOSET ROOM SHOWER STORAGE WASHROOM CL RM SHWR STOR WR

S 80° 00' 00" W 66.80 m

“ ]

T.

■

NOTE: -ALL PROPERTY LINES AND EXISTING SITE ELEMENTS ARE APPROXIMATE -ALL SITE PLAN MEASUREMENTS ARE IN METERS

ENSURE THVTTHSUNE MEASURES r

DESCRIPTION 2-2x8 S.P.F. No.1 & No. 2 C/W 1 KING & 1 JACK POST EA SIDE

LINTEL SCHEDULE

UNLESS NOTED OTHERWISE ON THE DRAWINGS, THE FOLLOWING NOTES SHALL GOVERN. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE 2012 ONTARIO BUILDING CODE (OBC 2012), ANY LOC^tEGULATJONS AND BYLAWS, AND THE CURRENT OCCUPATIONAL HEALTH AND SAFETY ACT (OHSA) AND CURRENT REGULATIONS FOR CONSTRUCTION PROJECTS. ALL CODES AND STANDARDS SHALL BE THOSE REFERENCED IN OBC 2012. ALL STANDARDS ARE TO BE THE YEAR, EDITIONS, DOCUMENT NUMBERS, ETC AS PER OBC 2012 DIVISION B, T.1.3.1.2. WHERE DISCREPANCIES EXIST BETWEEN OUR DRAWINGS AND T.1.3.1.2, THE TABLE SHALL GOVERN UNLESS NOTEO OTHERWISE. THIS SET OF DRAWINGS SUPERCEDES AND REPLACES ALL PREVIOUS DRAWINGS. READ THESE DRAWINGS IN CONJUNCTION WITH ALL RELATED CONTRACT DOCUMENTS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS ON SITE. IF ANY DISCREPANCIES ON THE DRAWINGS EXIST, THE MOST STRINGENT SHALL APPLY. DIMENSIONS TO EXISTING WALLS ARE TO FINISHED FACE. ALL PROPOSED DIMENSIONS ARE TO WOOD FRAMING/STRUCTURE. DRAWINGS ARE NOT TO BE SCALED.

GENERAL NOTES 1. 2.

3.

4. 5. 6.

8.

7.

9.

MARK

© WALL SCHEDULE

10" HORIZONTAL BARN BOARD 1x3 STRAPPING AIR BARRIER 1/2" PLYWOOD SHEATHING 2x4 WOOD STUDS @ 16“ O.C

EXTERIOR SIDING WALL • -

^ I A FLOORPLAH

A22J

C/W SIMPSON STRONG-TIE ABU88Z (FOR 8X8 NOMINAL) OR ABU88RZ (FOR 8x8 ROUGH CUT) POST BASE TYP.

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P r o je c t:

Legalize Driveway to Younan Residence 23 Henderson Street, Ancaster, ON L9K 0H2

No. 1

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Date

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E-mail: [email protected]

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C o m m u n ity Zone, R e s id e n tia l ( M u ltip le nG - 3 " & "H " "R M 5 ", Z O N IN G :

O F A D JU S T M E N T C O M M IT T E E

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E-mail: [email protected]

S h o p p in g a n d C o m m e r c ia l, e t c a n d P u b lic P a r k n g L o ts ) d is tr ic t

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In writing: If you are unable to attend the meeting, you may also send your comments in writing to the Secretary-Treasurer prior to the meeting date. Refer to the contact information at the top of this notice to submit comments via e-mail, mail or fax. You may also use this means of contact to request notice of the committee’s decision.

Important note: If a person or public body that files an appeal of a decision of the Committee of Adjustment in respect of the proposed consent does not make written submission to the Committee of Adjustment before it gives or refuses to give a provisional consent, the Local Planning Appeal Tribunal (LPAT) may dismiss the appeal.

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SITE PLAN - EXISTING CONDITIONS

83-45-185721 • 831 Queanslon R d -M V -2O18.0X19.dwg, Plotted: March 20,201B

1

FOR SITE D ATA A N D GENERAL NOTES.

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SITE PLAN EXISTING CONDITIONS

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831 QUEENSTON ROAD STONEY CREEK. ON____________

MINOR VARIANCE - PARKING LAYOUT

HAERKO INC.

VICTORIA PARK COMMUNITY HOMES

. Prellum Anderson Burlington Inc.

BUILDING ENGINEERS

PR ETIU M ANDERSON

NOTES: . REFER T O SHEET SP

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PROJECT:

DRAWING:

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PROJECTNo.:

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Fax (905) 546-4202 Telephone (905) 546-2424, ext. 4144

City Hall, 5lh floor, 71 Main Street West, Hamilton, ON L8P 4Y5

E-mail: [email protected]

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City Hall, 5lhfloor, 71 Main Street West, Hamilton, ON L8P 4Y5

E-mail: [email protected]

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PROPOSED 2 STOREY SINGLE FAMILY DWELLING

PROPERTY LINE

EXISTING 1 STOREY SINGLE FAMILY DWELLING

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L_

FIRE WALL RATING 45mln+ -STEEL SIDING -TYVEK HOUSE WRAP QSB -2 X 4 ' STUD AT 16' O.C. <3.5'> ROXUL 6MM POLY VAPOURBARRIER -12,7mm TYPE X GYPSUM BOARD - 3' GAP - 5' (R20) DENSE PACK CELLULOSE - 2 ' BAILEYS STEEL STUD 12.7MM <£') GYPSUM BOARD LEVEL 4 FINISH -

-32'-!'-

TALL WALL -STEEL SIDING -TYVEK - S ' ASPENITE SHEATHING -DOUBLE 2X6' LSL STUD e 300MM <12'> O.C, ^ BLOCKING AT 1000MM O.C, VERTICAL -140MM <5.5'> CLOSED CELL SPRAY FOAM -12MMM GYPSUM BOARD LEVEL 4 FINISH

STANDARD WALL -STUCCO -1x3 VERTICAL STRAPPING ATTACHED TO STUDS -TYVEK HOUSE WRAP

-S' OSB

-2 x 4 ' STUD ei6' O.C, BLOCKING 81200mm 3.5' ROXUL 6mm POLY VAPOUR BARRIER - 4 ' GAP - 6 ' (R24> DENSE PACK CELLULOSE - 2 ' BAILEYS STEEL STUD - 1 /2 ' GYPSUM BOARD LEVEL 4 FINISH

ALL INTERIOR WALLS 2 ' 25ga BAILEY STEEL STUD - 1 /2 ' GYPSUM BOTH SIDES

T IT T LE ' 1ST FLOOR ORIENTATION' FLOOR PLAN

DESIGNER' ANDREW REHILL LOCATION' 4 3 5 HERKIMER ST, HAMILTON, ONTARIO

ALL CONSTRUCTION TO COMPLY WITH PART 9 OF ONTARIO BUILDING CODE

TALL WALL FIRE WALL RATING 45mln+ -STEEL SIDING -STEEL SIDING -TYVEK -TYVEK HOUSE WRAP ASPENITE SHEATHING QSB -2 X 4 ' STUD AT 16' O.C, -DOUBLE 2X6' LSL STUD 9 300MM <12'> O.C. BLOCKING AT 1200MM D.C, VERTICAL BLOCKING e 1200mn -140MM <5.5'> CLOSED CELL SPRAY FOAM <3.5'> ROXUL 6HM POLY VAPOURBARRIER -I2MMM GYPSUM BOARD LEVEL 4 FINISH -12.7m TYPE X GYPSUM - 3 ' GAP - 5 ' DENSE PACK CELLULOSE - 2 ' BAILEYS STEEL STUD 12.7MM GYPSUM BOARD LEVEL 4 FINISH -

8'-12' WALL -STEEL SIDING/STUCCO -1x3 STRAPPING PROVIDED FOR STUCCO AND MASONRY -TYVEK HOUSE WRAP OSB -2 X 6 ' STUD AT 16' O.C. BLOCKING eiCOOnn <5,5') ROXUL 6MM POLY VAPOUR BARRIER - 2 ' GAP - 4 ' CR16> DENSE PACK CELLULOSE - 2 ' BAILEYS STEEL STUD -12.7MMM <£') GYPSUM BOARD LEVEL 4 FINISH

TIT T LE i 2ND FLOOR ORIENTATION! FLOOR PLAN

DESIGNER* ANDREW REHILL LOCATION! 4 3 5 HERKIMER ST. HAMILTON, ONTARIO

ALL CONSTRUCTION TO COMPLY WITH PART 9 DF ONTARIO BUILDING CODE

n

8 ' BLOCK MASONRY WALL (EXISTING) -CORE FILLE D W / 25MPA CONCRETE -15mm REBAR @lm O/C DIMPLED MEMBRANE 75MM < 3 ') (R18) CLOSED CELL SPRAY FOAM 140MM ( 2 ') (RIO) DENSE PACK CELLULOSE 40MM ( 1 - 5 / 8 ') 2 5 g a BAILEY STEEL STUD 12MM ( 1 / 2 ') GYPSUM BOARD LE V E L 4 FINISH

12' BLOCK MASONRY WALL (EXISTING) -CORE FILLE D W / 25MPA CONCRETE -15mm REBAR @lm O/C DIMPLED MEMBRANE 75MM ( 3 ') (R18) CLOSED CELL SPRAY FOAM 140MM ( 2 ') (RIO) DENSE PACK CELLULOSE 40MM ( 1 - 5 / 8 ') 2 5 g a BAILEY STEEL STUD 12MM ( 1 / 2 ') GYPSUM BOARD L E V E L 4 FINISH

TIT T LE i BASEMENT ORIENTATION! FLOOR PLAN

DESIGNER! ANDREW REHILL LOCATION! 4 3 5 HERKIMER ST, HAMILTON, ONTARIO

ALL CONSTRUCTION TO COMPLY WITH PART 9 OF ONTARIO BUILDING CODE

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