ISSUED FOR CONSTRUCTION

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2 Front 3D ISSUED FOR CONSTRUCTION 2 Rear 3D PHONE: (25) #2-833 FINNS ROAD, KELOWNA, B.C. PROPOSED RESIDENCE OF: STEVE TURNER KELOWNA, B.C. DRAWING SCALE: DATE: AUGUST 4, 28 REV. DATE: DRN. BY: J.A.S AWARD WINNING BUILDER

3 5 2" 4" HARDIE SHAKE SIDING ASPHALT SHINGLES ASPHALT SHINGLES HARDIE SHAKE SIDING 2" ALUM. FASCIA GUTTER ON 2X4 FASCIA BACKER Upper Floor Ceiling 8' - 2 /8" ALUM. FASCIA GUTTER ON 2X4 FASCIA BACKER 4" Upper Floor Ceiling 8' - 2 /8" 24" O.H. 24" O.H. HARDIE PLANK SIDING TYPICAL TYPICAL 42" GUARDRAIL 42" GUARDRAIL SMART TRIM CLAD JOIST ENDS 22' - 5/6" m Upper Floor ' - 3/8" Upper Floor ' - 3/8" Main Floor Ceiling 9' - 3/4" Main Floor Ceiling 9' - 3/4" HARDIE PANEL CLAD POSTS & BEAMS " BAND HARDIE PANEL CLAD POSTS & BEAMS Front /4" = '-" " BAND BOARD & BATTEN SIDING Main Floor ' - " 3 Right /4" = '-" BOARD & BATTEN SIDING 4" SMART TRIM Main Floor ' - " HARDIE SHAKE SIDING ASPHALT SHINGLES 2" 5 2" 4" SMART TRIM 4" HARDIE PLANK SIDING ASPHALT SHINGLES 4" HARDIE SHAKE SIDING ALUM. FASCIA GUTTER ON 2X4 FASCIA BACKER Upper Floor Ceiling 8' - 2 /8" Upper Floor Ceiling 8' - 2 /8" ALUM. FASCIA GUTTER ON 2X4 FASCIA BACKER 24" O.H. TYPICAL 24" O.H. TYPICAL 42" GUARDRAIL " BAND SMART TRIM CLAD JOIST ENDS Upper Floor ' - 3/8" Upper Floor ' - 3/8" Main Floor Ceiling 9' - 3/4" " BAND Main Floor Ceiling 9' - 3/4" HARDIE PANEL CLAD POSTS & BEAMS 4 Rear /4" = '-" SMART TRIM DOOR LINER 4" SMART TRIM Main Floor ' - " 2 Left /4" = '-" HARDIE PLANK SIDING BOARD & BATTEN SIDING Main Floor ' - " ISSUED FOR CONSTRUCTION PHONE: (25) #2-833 FINNS ROAD, KELOWNA, B.C. PROPOSED RESIDENCE OF: STEVE TURNER KELOWNA, B.C. DRAWING SCALE: /4" = '-" DATE: AUGUST 4, 28 REV. DATE: DRN. BY: J.A.S 2 AWARD WINNING BUILDER

4 5 5' - " m 6' - 7" 2' - 7" 6' - 4" 6' - 4" 2' - 7" 6' - 7" 2.7 m m.93 m.93 m m 2.7 m 9' X 8' O.H. DOOR 9' X 8' O.H. DOOR 9' X 8' O.H. DOOR 9' X 8' O.H. DOOR 46' - " 4.2 m 42' - " 2.82 m.29 m 2' - 6" 2' - 6" ' - /2" 2' - 7 /2" 3' - 6" m.762 m 3.62 m.8 m.67 m.29 m BARRINGTON 265 O/X 6' - /2" 6' - 6" 5' - 4 /2" DBL. JOIST UP DBL. JOIST FOYER 7' - 4" X5' - 7 /2" BARRINGTON Eng. Des. Floor O.C. Max. 3/2X6 B.U. COL ON 3"X3"X" PAD 2X6 STUD WALL ON 8"W CONC. FROST WALL ON 8" X 8" FTG. 2 PANEL /2 WALL BUCK CONC. FOR O.H. DOOR DOUBLE GARAGE 24' - 9" X23' - " 2/2X D.B. BATH 9' - " X5' - 4" DBL Eng. Des. Floor O.C. Max. O.C. BEARING WALL ON 8" X 8" FTG. 4" CONC. SLAB ON 6 MIL POLY.V.B. ON 5" COMPACTED GRAN. FILL 4" CONC. SLAB ON 5" COMPACTED GRAN. FILL. SLAB SLOPED TO O.H. DOOR GARAGE TO SUITE WALL TO BE FRAMED AS PER W4B OF THE BCBC 22 5/8" TYPE X DRYWALL ON 2X6 STUD O.C. C/W INSULATION ON RESILIENT METAL CHANNELS ON 2 LAYERS OF TYPE X DRYWALL RADON PIPE FURN MECH./STOR 7' - 8" X9' - 2" OFFICE 2' - 4" X2' - " WH MECH./STOR FURN 7' - 8" X9' - 2" WH GARAGE CEILING TO BE FRAMED AS PER F9C OF THE BCBC 22 ENG. FLOOR O.C. C/W INSUALTION ON RESILIENT METAL O.C. ON 2 LAYER OF 5/8" TYPE X DRYWALL OFFICE 2' - 4" X2' - " DOUBLE GARAGE Eng. Des. Floor O.C. Max. 24' - 9" X23' - " POWDER 9' - " X5' - 4" 2868 DBL. Eng. Des. Floor O.C. Max. ALL EXTERIOR WALLS TO BE FRAMED AS PER EWA OF THE BCBC 22 5/8" TYPE X DRYWALL TO INSIDE 3' - " 5' - " ' - 4" 3' - " 8' - 4" 8' - 4" 3' - " ' - 4" 5' - " 3' - " 5' - 4" 3' - " 3' - " 5' - " 2' - " 2' - " 32"X6" Tub-Shwr 5' - 4" 5' - " 4" 3' - " GARAGE SEPARATION WALLS TO BE FRAMED AS PER WA OF THE BCBC 22 2X6 WALL INSULATED WITH 5/8" TYPE X DRYWALL TO EACH SIDE 3' - " 5' - " " 32"X6" Tub-Shwr PARTY WALL TO BE FRAMED AS PER W3A OF THE BCBC 22 DBL 2X4 WALL C/W " AIRSPACE INSULATION TO BOTH SIDES 5/8" TYPE X DRYWALL TO EACH SIDE 2' - " 2' - " 2/2X D.B. 5' - " 3' - 6" O.C. BEARING WALL ON 8" X 8" FTG. 2 PANEL /2 WALL 3' - " 5' - " DBL. JOIST 6' - /2" 6' - 6" 5' - 7 /2" DBL. JOIST FOYER 7' - 4" X5' - 7 /2" BARRINGTON 2' - 6" BARRINGTON 265 O/X 2' - 6" 4' - 6" 3' - 6" m.762 m 4.42 m.67 m.29 m 42' - " 2.82 m.29 m 46' - " 4.2 m 8' - " m Main Floor /4" = '-" 4' - 2".27 m ' - " 3.48 m 3' - 8".8 6" O.C. Joists 2X Floor 2' - 2".66 m 2' - 4".7 m 6".52 m 6' - 2".88 m 54 XO 3/2X6 B.U. COL. ON 8" SQUARE PILE ON 3"X3"X" PAD 5' - 6" m 6' - 6".98 m 5' - " m 6' - 6".98 m 54 OX SUITE # SUITE #2 5' - 6" m 6' - 2".88 m 2' - 4".7 m 6".52 6" O.C. Joists 2X Floor 2' - 2".66 m 3' - 8".8 m ' - " 3.48 m 4' - 2".27 m 8' - " m Level Name Area Ceiling Height Main Floor Garage 99 SF 9' - 3/4" Main Floor Suite # Finished 44 SF 9' - 3/4" Main Floor Suite #2 Finished 44 SF 9' - 3/4" Main Floor Suite # Unfinished 2 SF 9' - 3/4" Main Floor Suite #2 Unfinished 2 SF 9' - 3/4" Upper Floor Suite #2 33 SF 9' - 3/4" Upper Floor Suite # 33 SF 9' - 3/4" Upper Floor Deck # Upper Floor Deck #2 24 SF ISSUED FOR 24 SF CONSTRUCTION PHONE: (25) #2-833 FINNS ROAD, KELOWNA, B.C. PROPOSED RESIDENCE OF: STEVE TURNER KELOWNA, B.C. DRAWING SCALE: /4" = '-" DATE: AUGUST 4, 28 REV. DATE: DRN. BY: J.A.S 3 AWARD WINNING BUILDER

5 5 5' - " m 6' - 6" 6' - " 2' - 8" 5' - " 5' - 4" 5' - 4" 5' - " 2' - 8" 6' - " 6' - 6".98 m.829 m.83 m.524 m.626 m.626 m.524 m.83 m.829 m.98 m 54 XO 54 XO 54 OX 54 OX 46' - " 4.2 m 42' - " " 2.82 m.254 m 5' - " ' - 9" ' - 7" ' - /2".483 m 3.62 m.533 m.524 m 4.52 m 265 O/X 36"X6" Shower F.G. BASE DN MSTR BDRM 2' - " X ENSUITE 2' - " X5' - 4" REF. S+CM Detector DW KITCHEN 8' - 6" X2' - " 5' - " 2' - 2" 8' - 8" DBL. LINEN S+CM Detector BDRM #2 ' - " X' - " S+CM Detector W/D BATH 8' - 6" X5' - 4" 32"X6" Tub-Shwr 3' - " 9' - " 3' - 6" 5' - " 3' - 4" 2' - 4" 8' - 4 /2" 3' - 6" 5' - " 3' - 2" 3' - 4" 3' - " " RADON PIPE DINING ROOM 2' - 4" X' - " BDRM #2 ' - " X' - " 3' - " "X6" Tub-Shwr 3' - 4" " 3' - 4" W/D BATH 8' - 6" X5' - 4" 5' - " S+CM Detector 3' - 4" 5' - " DINING ROOM 2' - 4" X' - " LINEN 668 3' - 6" S+CM Detector DBL. 5' - " 2' - 2" 8' - 8" DW MSTR BDRM 2' - " X ENSUITE 2' - " X5' - 4" 9' - " S+CM Detector 2' - 3" REF. KITCHEN 8' - 6" X2' - " 8' - 4 /2" 3' - 6" 36"X6" Shower F.G. BASE 3' - /2" 4' - " DN 265 O/X ' - /2" ' - 9" 5' - ".524 m 4.52 m ".533 m ' - 7" 3.62 m.254 m 42' - ".483 m 2.82 m 46' - " 4.2 m.29 m 8' - " 6' - /2".867 m.29 m m PANTRY 5' - 6" X5' - 3 /2" FRENCH COVERED DECK ' - 6" X2' - " LIVING ROOM 4' - 8" X 85 XOX PARTY WALL TO BE FRAMED AS PER W3A OF THE BCBC 22 DBL 2X4 WALL C/W " AIRSPACE INSULATION TO BOTH SIDES 5/8" TYPE X DRYWALL TO EACH SIDE LIVING ROOM 4' - 8" X 85 XOX SUITE # SUITE #2 FRENCH PANTRY 5' - 6" X5' - 3 /2" COVERED DECK ' - 6" X2' - " 6' - /2" 8' - " m.29 m.867 m.29 m Level Name Area Ceiling Height Main Floor Garage 99 SF 9' - 3/4" Main Floor Suite # Finished 44 SF 9' - 3/4" Main Floor Suite #2 Finished 44 SF 9' - 3/4" Main Floor Suite # Unfinished 2 SF 9' - 3/4" Main Floor Suite #2 Unfinished 2 SF 9' - 3/4" Upper Floor Suite #2 33 SF 9' - 3/4" Upper Floor Suite # 33 SF 9' - 3/4" Upper Floor Deck # 24 SF Upper Floor Deck #2 24 SF ISSUED FOR 6' - 4" ' - " ' - " 6" 7' - 4" 7' - 8" 7' - 8" 7' - 4" 6" ' - " ' - " 6' - 4" CONSTRUCTION.93 m ' - ".559 m m m m 5' - 6" m m 5' - 6" m m m.559 m ' - ".93 m 3.48 m m 5' - " m 3.48 m Upper Floor /4" = '-" m PHONE: (25) #2-833 FINNS ROAD, KELOWNA, B.C. PROPOSED RESIDENCE OF: STEVE TURNER KELOWNA, B.C. DRAWING SCALE: /4" = '-" DATE: AUGUST 4, 28 REV. DATE: DRN. BY: J.A.S 4 AWARD WINNING BUILDER

6 ENG. DES. ROOF O.C. - :3 ATTIC VENTING 2" 4" 24" O.H. Upper Floor Ceiling 8' - 2 /8" TYPICAL FOUNDATION ASSEMBLY HRV: YES MATERIAL RSI OUTSIDE AIR FILM OUTSIDE INSULATION DAMP PROOFING FOUNDATION WALL AIR SPACE NO 2mm CONCRETE.3.8 STRAPPING WALL INSULATION R2 RIGID VAPOUR BARRIER INTERIOR SHEATHING INSIDE AIR FILM 2..2 TOTAL EFFECTIVE RSI VALUE: REQUIRED RSI VALUE: TYPICAL Section /4" = '-" ENG. DES. FLOOR O.C. MAX GARAGE CEILING TO BE FRAMED AS PER F9C OF THE BCBC 22 ENG. FLOOR O.C. C/W INSUALTION ON RESILIENT METAL O.C. ON 2 LAYER OF 5/8" TYPE X DRYWALL 4" CONC. SLAB ON 5" COMPACTED GRAN. FILL. SLAB SLOPED TO O.H. DOOR GARAGE TO SUITE WALL TO BE FRAMED AS PER W4B OF THE BCBC 22 5/8" TYPE X DRYWALL ON 2X6 STUD O.C. C/W INSULATION ON RESILIENT METAL CHANNELS ON 2 LAYERS OF TYPE X DRYWALL 4" CONC. SLAB ON 6 MIL POLY.V.B. ON 5" COMPACTED GRAN. 2 /2" RIGID FILL INSULATION 2X6 STUD WALL ON 8"W CONC. FROST WALL ON 8" X 8" FTG. 42" GUARDRAIL Upper Floor ' - 3/8" Main Floor Ceiling 9' - 3/4" Main Floor ' - " TYPICAL WALL ASSEMBLY HRV: YES MATERIAL RSI OUTSIDE AIR FILM CLADDING STRAPPING SHEATHING MEMBRANE SHEATHING HARDIE PLANK BUILDING PAPER 7/6" OSB.3.3. STUD WALL O.C. INSULATION R VAPOUR BARRIER INTERIOR SHEATHING INSIDE AIR FILM 6 MIL POLY /2" DRYWALL.8.2 TOTAL EFFECTIVE RSI VALUE: REQUIRED RSI VALUE: TYPICAL CEILING ASSEMBLY HRV: YES MATERIAL RSI OUTSIDE AIR FILM ROOFING STRAPPING SHEATHING MEMBRANE SHEATHING INSULATION ABOVE TRUSS TRUSS SPACING BOTTOM CHORD HEIGHT VAPOUR BARRIER INTERIOR SHEATHING INSIDE AIR FILM ASPHALT SHINGLES N/A 5# FELT 7/6" OSB R4 24" O.C. 2X4 6 MIL POLY /2" DRYWALL TOTAL EFFECTIVE RSI VALUE: REQUIRED RSI VALUE: ENG. ROOF SYSTEM ' - 8" 7/6" 3/4" 7/6" 5 5/8" 3/4" 7/6" 3/4" ' - 8" 5 5/8" 7/6" 3/4" STRUCTURAL POST FINISH MATERIAL ALLOW FOR 3/6" OFFSET FROM STRUCTURAL POST TO FACE OF PIER FOR FINISHING MATERIAL 2"X2" CONC. PIER TO BE FLUSH WITH FINISHED FACE 7/6" OSB OF POST POSTSHEATHING 2X6 STUD WALL 3/4"X /2" KEYWAY 8" CONC. FROST WALL ON 6" X 8" FTG. ' - 4 /2" ' - 5" ' - 3 /2" " RIGID INSULATION THERMAL BREAK 4" CONC. SLAB 5" COMPACTED GRAN. FILL 2.5" (R2) RIGID INSULATION FIRE STOP FLASHING TYPICAL 8"X8" FTG TRUSS TO EACH SIDE OF AIR SPACE C/W 5/8" TYPE X DRYWALL TO SUITE SIDE DRYWALL EXTENDS TO UNDERSIDE OF ROOF SHEATHING 5/8" TYPE X DRYWALL TO JOISTS ENDS 3/4" SUBFLOOR ENG. FLOOR SYSTEM AS PER PLAN DBL 2X4 PARTY WALL INSUALTION TO BOTH SIDES 5/8" TYPE X DRYWALL TO EACH SIDE 4" CONC. SLAB ON 6 MIL POLY V.B. ON 5" COMPACTED GRAN. FILL RADON VENT PIPE 4" CONC. SLAB 6 MIL POLY V.B. GAS PERMEABLE LAYER 2 Corner Exterior Post Detail " = '-" 3 Frost Wall Detail /2" = '-" 4 Party Wall Detail Radon Depressurization Detail /4" = '-" 5 /4" = '-" HRV: YES TYPICAL FLOOR ASSEMBLY INTERIOR AIR FILM FLOORING UNDERLAY SHEATHING AIR BARRIER VAPOUR BARRIER FLOOR JOISTS INSULATION UNDERSIDE SHEATHING OUTSIDE AIR FILM TOTAL EFFECTIVE RSI VALUE: REQUIRED RSI VALUE: MATERIAL RSI.6 TILE 3/8" OSB.9 3/4" PLYWOOD.7 7/8" O.C R28 2-5/8" DRYWALL ISSUED FOR ROOF CONSTRUCTION - ASPHALT SHINGLES - 3# ROOFING FELT - 7/6" O.S.B. ROOF SHEATHING C/W "H" CLIPS - ENGINEER DESIGNED ROOF TRUSSES - R-4 INSULATION - 6 MIL POLY. VAPOUR BARRIER - /2" GYPSUM BOARD EXTERIOR WALL CONSTRUCTION - HARDIE PLANK SIDING - PERMAX PAPER - 7/6" O.S.B. SHEATHING - 2X6 SPF O.C. - R-22 INSULATION - 6 MIL POLY. VAPOUR BARRIER - /2" GYPSUM BOARD INTERIOR FLOOR CONSTRUCTION - FINISHED FLOORING - /4" UNDERLAY LINO AREAS - 3/8" PLYWOOD UNDER TILED AREA - 3/4" T&G FIR PLYWOOD SUBFLOOR - ENGINEER DESIGNED FLOOR O.C. MAX - /2" GYPSUM BOARD STAIR CONSTRUCTION - 6 EQUAL RISERS OF 5/8" PLYWOOD - 9 /2" RUN - /2" TREADS OF " O.S.B. - 2X2 STRINGERS - 2'-" HANDRAILS CONSTRUCTION INTERIOR WALL CONSTRUCTION - /2" GYPSUM BOARD TO BOTH SIDES - 2X4 SPF O.C. SLAB ON GRADE CONSTRUCTION - 4" CONC. MPA - 6 MIL POLY. VAPOUR BARRIER - 5" COMPACTED GRAN. FILL GARAGE SLAB CONSTRUCTION - 4" CONC. - 5" COMPACTED GRAN. FILL - SLAB SLOPED TO O.H. DOOR GENERAL NOTES ALL WORK TO BE IN COMPLAINCE WITH THE CURRENT RESIDENTIAL STANDARDS OF THE BRITISH COLUMBIA BUILDING CODE 22, CURRENT ELECTRICAL AND PLUMBING CODES AND ALL LOCAL BUILDING CODE AND BYLAWS WHICH MAY TAKE PRECEDENCE. ALL WORK SHALL BE PREFORMED IN ALL RESPECTS TO GOOD BUILDING PRACTICE. WRITTEN DIMENSIONS TO BE FOLLOWED. DO NOT SCALE FROM DRAWINGS! ALL FLOOR JOISTS AND BEAMS TO BE D.FIR/LARCH #2 OR BETTER UNLESS NOTED OTHERWISE WOOD IN CONTACT WITH CONCRETE TO BE DAMP-PROOFED WITH 45 LB. FELT, 6 MIL. POLY. OR OTHER APPROVED METHOD. PLATES TO BE ANCHORED TO CONCRETE WITH /2" DIA. ANCHOR BOLTS AT MAXIMUM 6'" O.C. AND AT ALL CORNERS. ALL MEASUREMENTS, GRADES AND LEVELS TO BE VERIFIED ON SITE BEFORE COMMENCING CONSTRUCTION. PERIMETER DRAINAGE SHALL BE INSTALED WHERE REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION AND TO THEIR APPROVAL. ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2 MPA AT 28 DAYS. FLOOR JOIST SPANS OF MORE THAN 7'" SHALL BE BRIDGED AT MID-SPAN OR AT 7'" O.C. MAXIMUM. BRIDGING SHALL BE 2"X2" DIAGONAL TYPE CROSS BRIDGING INSTALLED AS PER THE B.C.B.C. 26. FLASHING TO BE INSTALLED AT ALL PENETRATIONS IN ROOF SYSTEM AND CHANGES IN ROOF PLANE. ALL ELECTRICAL/PLUMBING FIXTURES TO BE VERIFIED WITH OWER. FLASHING TO BE INSTALLED AT ALL CHANGES IN HORIZONTAL EXTERIOR FINISHINGS AND OVER ALL UNPROTECTED OPENINGS. CAULKING TO BE INSTALLED AROUND ALL UNFLASHED EXTERIOR OPENINGS. HARMONY HOMES SHALL NOT BE RESPONSIBLE FOR ANY VARIANCES FROM THE STRUCTUAL DRAWINGS AND SPECIFICATIONS, OR ADJUSTMENTS REQUIRED RESULTING FROM CONDITIONS ENCOUNTERED AT THE JOB SITE, AND IS THE SOLE RESPONSIBILITY OF THE OWNER OR CONTRACTER HARMONY HOMES MAKES EVERY EFFORT TO PROVIDE COMPLETE AND ACCURATE CONSTRUCTION DRAWINGS. HOWEVER, WE ASSUME NO LIABILITYFOR ANY ERRORS OR OMMISIONS WHICH MAY EFFECT CONSTRUCTION. IT IS THE RESPONSIBILITY OF ALL TRADES AND SUB-TRADES TO CHECK AND VERIFY ALL DIMENSIONS AND DETAILS BEFORE COMMENCING WITH THIER PORTION OF THE CONSTRUCTION. SHOULD DISCREPANCIES BE FOUND ON THESE PLANS, PLEASE ADVISE OUR OFFICES SO WE CAN MAKE THE NESSESSARY CORRECTIONS. INTERIOR SWING DOORS ROUGH OPENING IS ALWAYS 82 /2" HIGH X 2" GREATER THAN THE NOMINAL DOOR SIZE EX. 2/8 X 6/8 = 34" X 82 /2" INTERIOR BIFOLDS ROUGH OPENINGS FOR 2 PANEL DOORS ARE /4" GREATER THAN THE NOMINAL DOOR WIDTH & /2" GREATER THAN DOOR HEIGHT. EX. 3/ X 6/8 = 37 /4" X 8 /2" ROUGH OPENINGS FOR 4 PANEL DOORS ARE " GREATER THAN THE NOMINAL DOOR WIDTH & /2" GREATER THAN DOOR HEIGHT. EX. 5/ X 6/8 = 6" X 8 /2" PHONE: (25) #2-833 FINNS ROAD, KELOWNA, B.C. PROPOSED RESIDENCE OF: STEVE TURNER KELOWNA, B.C. DRAWING SCALE: As indicated DATE: AUGUST 4, 28 REV. DATE: DRN. BY: J.A.S 5 AWARD WINNING BUILDER

7 A L L E Y 2' - 7/6".9 m LOT COVERAGE FLOOR AREA RATIO LEFT ELEVATION GARBAGE LOCATION LOT AREA SF SM EXISTING BUILDING SF 5.7 SM PROPOSED BUILDING 254 SF SM SF SM SF SM TOTAL LOT COVERAGE SF SM ALLOWABLE LOT COVERAGE SF SM LOT AREA SF SM EXISTING BUILDING SF SM PROPOSED BUILDING 28 SF SM SF SM SF SM TOTAL FLOOR AREA SF SM ALLOWABLE FLOOR AREA SF 5.89 SM WALL AREA SF 8.53 SM PROPOSED LOT COVERAGE 52.22% PROPOSED FLOOR AREA RATIO.68 LIMITING DISTANCE 7' - 3/4" m ALLOWABLE LOT COVERAGE 55 % ALLOWABLE FLOOR AREA RATIO.8 % OF ALLOWABLE OPENINGS 2.9% AREA OF ALLOWABLE OPENINGS 4.8 SF 9.74 SM PROPOSED OPENINGS 25 SF 2.32 SM B A/C A/C 3' - /4".2 m RIGHT ELEVATION WALL AREA SF LIMITING DISTANCE 9' - 5" 8.53 SM 2.87 m % OF ALLOWABLE OPENINGS AREA OF ALLOWABLE OPENINGS 4.83% SF.94 SM PLAN 575 7' - 3/4" m 9' - 5" PROPOSED OPENINGS 25 SF 2.32 SM FRONT ELEVATION WALL AREA LIMITING DISTANCE SF 8' - 4 7/8" SM m % OF ALLOWABLE OPENINGS AREA OF ALLOWABLE OPENINGS PROPOSED OPENINGS 6.5% 77.2 SF 75.7 SF 7.7 SM 7.3 SM EXISTING REAR ELEVATION WALL AREA LIMITING DISTANCE SF 6' - 6 3/4" 6.43 SM 2. m % OF ALLOWABLE OPENINGS AREA OF ALLOWABLE OPENINGS PROPOSED OPENINGS 9.79% SF 59.9 SF 5.92 SM 5.5 SM ' - 6 3/4" 8' - 4 7/8" 2 m m 5.7 FOUNDATION ONLY Covered Deck m E T H E L S T R E E T 2.5 Elevation = m ISSUED FOR 2.85 CONSTRUCTION Site /8" = '-" P A T T E R S O N A V E N U E PHONE: (25) #2-833 FINNS ROAD, KELOWNA, B.C. PROPOSED RESIDENCE OF: STEVE TURNER KELOWNA, B.C. DRAWING SCALE: /8" = '-" DATE: AUGUST 4, 28 REV. DATE: DRN. BY: J.A.S 6 AWARD WINNING BUILDER

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