DEVELOPMENT VARIANCE PERMIT & DEVELOPMENT PERMIT

Size: px

Start display at page:

Download "DEVELOPMENT VARIANCE PERMIT & DEVELOPMENT PERMIT"

Melanie Wiggins
5 years ago
Views:

1 EVELOPMENT VRINE PERMIT & EVELOPMENT PERMIT PPROVE ISSUNE OF EVELOPMENT VRINE PERMIT & EVELOPMENT PERMIT NO. VP6-007 & P6-007 Issued To: Judston & Karen Wickwire Site ddress: 8 Highway 33 East Legal escription: Lot Section 3 Township 6 OY Plan 59 Except Plans 85, H8383 and KP 8868 Zoning lassification: griculture with arriage House evelopent Permit rea: Farm Protection evelopment Permit rea SOPE OF PPROVL This Permit applies to and only to those lands within the Municipality as described above, and any and all buildings, structures and other development thereon. This Permit is issued subject to compliance with all of the ylaws of the Municipality applicable thereto, except as specifically varied or supplemented by this Permit, noted in the Terms and onditions below. The issuance of a Permit limits the Permit Holder to be in strict compliance with regulations of the Zoning ylaw and all other ylaws unless specific Variances have been authorized by the Permit. No implied Variances from bylaw provisions shall be granted by virtue of drawing notations that are inconsistent with bylaw provisions and that may not have been identified as required Variances by the applicant or Municipal staff.. TERMS N ONITIONS THT evelopment Variance Permit No. VP6-007 for Lot Section 3 Township 6 OY Plan 59 Except Plans 85, H8383 and KP 8868, located at 8 HWY 33 E, Kelowna, ; N THT variances to the following sections of Zoning ylaw No be granted, as shown on Schedule : Section 9.5b.(e): Specific Use Regulations arriage House Regulations To vary the size of upper floor area of a carriage house from a maximum of 75% of the building footprint to the 00% of the building footprint as shown on Schedule. N THT evelopment Permit No. P6-007 for Lot Section 3 Township 6 OY Plan 59 Except Plans 85, H8383 and KP 8868 located at 8 HWY 33 E, Kelowna, to allow the construction of a arriage House be approved subject to the following:

2 VP6-007 & P6-007 a) The dimensions and siting of the building to be constructed on the land be in accordance with Schedule ; b) The exterior design and finish of the building to be constructed on the land be in accordance with Schedule ; N THT ouncil s consideration of this evelopment Variance Permit and evelopment Permit be considered subsequent to the outstanding conditions of approval as set out in Schedule attached to the Report from the ommunity Planning epartment dated June 4, 06. N THT ouncil s consideration of this evelopment Variance Permit and evelopment Permit be considered subsequent to the registration of a Right of Way for sewer connection with neighbouring property located at 30 Lewis Road, Kelowna,, in favour of the subject property; N FURTHER THT this evelopment Variance Permit & evelopment Permit is valid for two () years from the date of ouncil approval, with no opportunity to extend.. PERFORMNE SEURITY None required. 3. EVELOPMENT The land described herein shall be developed strictly in accordance with the terms and conditions and provisions of this Permit and any plans and specifications attached to this Permit that shall form a part hereof. If the Permit Holder does not commence the development permitted by this Permit within two years of the date of this Permit, this Permit shall lapse. This Permit IS NOT a uilding Permit. 4. PPLINT S GREEMENT I hereby declare that all of the above statements and the information contained in the material submitted in support of this Permit are to the best of my belief, true and correct in all respects. Upon issuance of the Permit for me by the Municipality, then in such case, I covenant and agree to save harmless and effectually indemnify the Municipality against: a) ll actions and proceedings, costs, damages, expenses, claims, and demands whatsoever and by whomsoever brought, by reason of the Municipality granting to me the said Permit. b) ll costs, expenses, claims that may be incurred by the Municipality if the construction by me of engineering or other types of works as called for by the Permit results in damages to any property owned in whole or in part by the Municipality or which the Municipality by duty or custom is obliged, directly or indirectly in any way or to any degree, to construct, repair, or maintain. I further covenant and agree that should I be granted a evelopment Permit and/or evelopment Variance Permit, the Municipality may withhold the granting of any Occupancy Permit for the occupancy and / or use of any building or part thereof constructed upon the hereinbefore referred to land until all of the engineering works or other works called for by the Permit have been completed to the satisfaction of the Municipal Engineer and ivisional irector of ommunity Planning & Real Estate. Should there be any change in ownership or legal of the property, I undertake to notify the ommunity Planning epartment immediately to avoid any unnecessary delay in processing the application. I HEREY UNERSTN N GREE TO LL THE TERMS N ONITIONS SPEIFIE IN THIS PERMIT.

3 VP6-007 & P6-007 Signature of Owner / uthorized gent ate Print Name in old Letters Telephone No. 5. PPROVLS Issued and approved by ouncil on the day of, 06. Ryan Smith, ommunity Planning epartment Manager ommunity Planning & Real Estate ate The PERMIT HOLER is the URRENT LN OWNER. Security shall be returned to the PERMIT HOLER.

drawings shall be read in conjunction with

out in accordance with anadian standards,

. uilding ode (0 edition) and Tabulated s

5 m setback ny omissions or discrepancies

7 m Hwy 33 East LWN RE ONTROLLE document.

Remove previous USHES N TREES ROK RETINING

PROPOSE RRIGE HOUSE 0 m FROM EXISTING HOUSE

68 m GRVEL RIVEWY.000 m partial revision.

88m LWN EXISTING HOUSE OUTLINE 8 EXISTING

4 Notes: opyright Reserved. This drawing and design are, and at all ll drawings shall be read in conjunction with specifications and ll work shall be carried out in accordance with anadian standards, specifications,.. uilding ode (0 edition) and Tabulated s refer to rch size drawings sheet. 7.5 m setback ny omissions or discrepancies shall be reported to the architect. EXISTING RETINING WLL m S 87 9' 46" E 43.3 m 7.5 m setback S 00' 00" W m LWN m N 5 4' 09" W m NEW LWN 7.7 m Hwy 33 East LWN RE ONTROLLE document. Revisions complete revision. Remove previous USHES N TREES ROK RETINING 30 SQM PRIVTE OPEN SPE LWN SLOPE OWN PROPOSE RRIGE HOUSE 0 m FROM EXISTING HOUSE LNSPE NEW LWN RE EXISTING PTIO.68 m GRVEL RIVEWY.000 m partial revision. Remove previous 77.88m LWN EXISTING HOUSE OUTLINE 8 EXISTING PLNTING RE USH GRVEL RIVEWY S 9 00' 00" W 8.5 m OVERE EK ROK REL PLN 594 LOT GRVEL RIVEWY RIVEWY ESS FROM HIGHWY ISSUE FOR P ROK OUTROPPING m N 85 34' 8" E 75.9 m ILWORTH R. SUITE 50 K E L O W N V Y 9 T WIKWIRE RESIENE Landscape Plan SLE: : 00 8 HWY 97 East Kelowna, ritish olumbia 408 LNSPE PLN : 00 hecker :38:8 M \\NOVTION\Novation esign Studio\Projects\408_Wickwire Residence\Wickwire ottage\408 Wickwire ottage current.rvt ISSUE FOR PRESENTTION

5 Notes: opyright Reserved. This drawing and design are, and at all WLL SSEMLIES ll drawings shall be read in conjunction with specifications and ll work shall be carried out in accordance with anadian standards, specifications,.. uilding ode (0 edition) and Tabulated s refer to rch size drawings sheet. f8 EXTERIOR FOUNTION WLL ny omissions or discrepancies shall be reported to the architect. EXTERIOR WLL - SEMENT MPPROOFING (S REQUIRE) RYLI STUO 3" RIGI INSULTION I 8" ONRETE WOO FRMING /" GW 0 0 W0a EXTERIOR WLL - SIING UILING PPER 7/6"PLYWOO SHETHING x_ WOO STU LYER R TT INSULTION 6Mil VPOUR RRIER /" GW 56'-8 /" '-9 /4" '-4 /4" '-7" 4.0 ONTROLLE document. Revisions W0b W0b INTERIOR WLL /" GW x6 STU /" GW INTERIOR WLL /" GW x4 STUS STUS /" GW 5'-9 /" 4'-9" 4.0 f8 6/0 x 6/8 EM TO SUPPORT FLOOR SYSTEM 4.0 complete revision. Remove previous partial revision. Remove previous FLOOR SSEMLIES f8 F F3 R SOG 4" ONRETE RON RRIER INSTLL STRUTURL FILL INTERIOR FLOOR 5/8" PLYWOO SHETHING -7/8" TJI 5/8" TYPE GW ROOF SSEMLIES ROOF 30 YER SHINGLES LYER 30 L ROOFING PPER /" SHETHING ROOF TRUSS SYSTEM R40 INSULTION /W INSULTION STO FOR VENT PTH 60 MIL VPOUR RRIER /" GW '-5" 5'-" 8'-5 /" 4'-9 /4" 8 /4" EM TO SUPPORT FLOOR SYSTEM W0b 6'- /" 5/0 x 6/8 MEHNIL ROOM PLUMING WLL W0b W0b 4" RON PIPING TO E INSTLLE UNER SL N EXTENE THROUGH THE ROOF IN EH UNIT 4'-" 7'-5 /4" 3'-" ISSUE FOR P ISSUE FOR ESIGN REVIEW 3'-3 5/8" ILWORTH R. SUITE 50 K E L O W N V Y 9 T WIKWIRE RESIENE HWY 97 East Kelowna, ritish olumbia SEMENT FLOOR asement SLE: /4" = '-0" 4.0 s indicated :38:9 M \\NOVTION\Novation esign Studio\Projects\408_Wickwire Residence\Wickwire ottage\408 Wickwire ottage current.rvt

6 Notes: opyright Reserved. This drawing and design are, and at all ll drawings shall be read in conjunction with specifications and ll work shall be carried out in accordance with anadian standards, specifications,.. uilding ode (0 edition) and Tabulated s refer to rch size drawings sheet. ny omissions or discrepancies shall be reported to the architect '-8 /" '-9 /4" '-4 /4" 0'-7 3/4" 7'- /" '-0 /4" '- /" 5'-8" ONTROLLE document. Revisions '-5" 8'-5 /" 5'-" 5'-9 /" 4'-9" 8'-5" 9'-3 /" 4.0 4/6 x 4/0 W0a 6/0 x 6/ '-0"W. x 7'-0"H. FP 5'-0" TV OVE W0a 8'-8" 5'-4 3/8" W0a REF. PNTRY W0b W0b SHE RE INITES THE 89.9 m² LULTION FOR NET RE W0b 6/0 x 6/0 W0a 6'-9 3/4" 4'-8 /" 6'-7 /" 4'-6 3/4" 5'-0 3/4" 7In x 80In /6 x 6/8 W0a 6/0 x 5/0 6/0 x 5/0 W0b W0b 6'-8 /" RYER WSHER W0b W0b 7In x 80In 4'-3" W0b W0b W0b 60In x 80In 3/0 x 6/8 OOR WITH SIWLITES W0b S 5In x 80In W0b /6 x 6/8 /6 x 6/8 W0a W0b W0b 3/0 x 6/8 W0b /6 x 6/8 W0b SMOKE ETETOR WITHIN 3m OF EROOMS 6'- /4" W0b W0b /6 x 6/8 W0a 5'- 3/4" W0b 8'-6" W0b 4.0 TOOL ROOM 4" S.O.G 4" S.O.G W0a 3'-0 /" 3/0 x 6/8 6/0 x 0 W0a 9/0 x 8/0 6'-4 /" 4'-4 /4" 0'-6 /" 5'-9 /" 0'-9 3/4" '-9 3/4" 5'-9 /" 5'-" 8'-5 /" 39'-5" complete revision. Remove previous partial revision. Remove previous ISSUE FOR P ISSUE FOR ESIGN REVIEW 4.0 4/0 x 5/0 4/0 x 5/0 4/0 x 5/ '-6 /8" '-4 7/8" W0a 3/0 x 6/ ILWORTH R. SUITE 50 K E L O W N V Y 9 T OLUMN /W FOOTING P 8'-7 /8" 8'-3 7/8" 3'-0 /" WIKWIRE RESIENE 56'-8 /" 8 HWY 97 East Kelowna, ritish olumbia MIN FLOOR PLN MIN FLOOR SLE: /4" = '-0" /4" = '-0" :38:0 M \\NOVTION\Novation esign Studio\Projects\408_Wickwire Residence\Wickwire ottage\408 Wickwire ottage current.rvt

7 Notes: opyright Reserved. This drawing and design are, and at all ll drawings shall be read in conjunction with specifications and WLL SSEMLIES ll work shall be carried out in accordance with anadian standards, specifications,.. uilding ode (0 edition) and Tabulated s refer to rch size drawings sheet. f8 EXTERIOR FOUNTION WLL ny omissions or discrepancies shall be reported to the architect. EXTERIOR WLL - SEMENT MPPROOFING (S REQUIRE) RYLI STUO 3" RIGI INSULTION I 8" ONRETE WOO FRMING /" GW 0 0 W0a EXTERIOR WLL - SIING UILING PPER 7/6"PLYWOO SHETHING x_ WOO STU LYER R TT INSULTION 6Mil VPOUR RRIER /" GW '-0 3/4" 56'-8 /" '-9 /4" '-4 /4" '-7" '- /4" ONTROLLE document. Revisions W0b INTERIOR WLL /" GW x6 STU /" GW '-0 3/4" '-0 3/4" complete revision. Remove previous partial revision. Remove previous W0b INTERIOR WLL /" GW x4 STUS STUS /" GW 5'-9 /" 4.0 3'-8 3/4" 4.0 0'-5 3/4" '-0 3/4" '-0 3/4" FLOOR SSEMLIES F SOG 4" ONRETE RON RRIER INSTLL STRUTURL FILL 3.0 4/" 9'-8 /4" 4/" 3'-" 0'-6 /8" 3.0 F3 INTERIOR FLOOR 5/8" PLYWOO SHETHING -7/8" TJI 5/8" TYPE GW 39'-5" 5'-" 4/" ISSUE FOR P ROOF SSEMLIES 0 0 Issued For esign Review R ROOF 30 YER SHINGLES LYER 30 L ROOFING PPER /" SHETHING ROOF TRUSS SYSTEM R40 INSULTION /W INSULTION STO FOR VENT PTH 60 MIL VPOUR RRIER /" GW 8'-5 /" '-0 3/4" '-0 3/4" 0'-8 /" '-0 3/4" 6'-4 3/4" 4.0 4/" 8'-4 5/8" 4/" 4.0 4/" FUTURE LOTION SOLR HO 00 SQFT 4'-" '-" '-0 3/4" ILWORTH R. SUITE 50 K E L O W N V Y 9 T '-0 3/4" 6'-3 7/8" 6'-7 7/8" '-0 3/4" WIKWIRE RESIENE 6'-9 /8" 8 HWY 97 East Kelowna, ritish olumbia ROOF PLN s indicated hecker :38:0 M \\NOVTION\Novation esign Studio\Projects\408_Wickwire Residence\Wickwire ottage\408 Wickwire ottage current.rvt

GENERL NOTES: SYMOL LEGEN: ONTEXT SITE PLN: Notes: opyright Reserved. This drawing and design are, and at all ll drawings shall be read in conjunction with specifications and GENERL.

8 GENERL NOTES: SYMOL LEGEN: ONTEXT SITE PLN: Notes: opyright Reserved. This drawing and design are, and at all ll drawings shall be read in conjunction with specifications and GENERL. LL IMENSIONS RE ME FROM EXTERIOR FE OF WLL SHETHING TO ENTER OF PRTY WLLS N INTERIOR WLLS UNLESS NOTE OTHERWISE ON PLNS. OUTSIE EGE OF EXTERIOR WLL SHETHING TO E FLUSH WITH FOUNTION WLL ELOW. O NOT SLE RWINGS. THE GENERL ONTRTOR IS TO HEK LL IMENSIONS N ONFIRM LL PROPERTY LINE ERINGS N IMENSIONS WITH LEGL SURVEY.. IN THE SE OF ISREPNY, THE ESIGNER IS TO E NOTIFIE EFORE WORK N OMMENE. OMMENEMENT OF ONSTRUTION SHLL ONSTITUTE EPTNE OF ONITIONS S STISFTORY. 3. REFER TO MEHNIL RWINGS FOR FINL PLUMING N HV LYOUT N SPEIFITIONS. 4. REFER TO ELETRIL RWINGS FOR FINL LIGHT, OUTLETS N ELETRIL PNEL LOTIONS N SPE. 5. REFER TO IVIL RWINGS FOR OFFSITE ONSTRUTION N FINL. SITE RINGE LYOUT N SPE. 6. REFER TO LNSPE RWINGS FOR FINL LNSPE LYOUT. 7. REFER TO STRUTURL RWINGS FOR FINL WLL/FLOOR/ROOF/OLUMN LYOUT N SPEIFITIONS. 0 SIM UILING SETION SETION NUMER LOTION OF SETION RWING WLL SETION SETION NUMER LOTION OF SETION RWING ETIL ETIL NUMER LOTION OF ETIL RWING ll work shall be carried out in accordance with anadian standards, specifications,.. uilding ode (0 edition) and Tabulated s refer to rch size drawings sheet. ny omissions or discrepancies shall be reported to the designer. SSURNE / OMPLINE REQUIREMENTS. THE URRENT... 0, IT'S REQUIREMENTS N LL GEN, SHLL FORM N INTEGRL PRT OF THESE RWINGS. LL ONSTRUTION MTERILS N PROEURES SHLL ONFIRM TO THESE STNRS. ETIL NUMER View Name 0 0 SLE: /8" = '-0". LL WORK TO ONFORM TO LOL YLWS N EVELOPMENT PERMIT REQUIREMENTS. 3. LL RWINGS RE TO E RE S OMPLETE SET IN ONJUNTION WITH SPEIFITIONS N IVIL, STRUTURL, MEHNIL, ELETRIL, N LNSPE RWINGS S PPLILE. 4. LL WORK WILL E SUJET TO FIEL REVIEW Y THE ESIGNER N OR OTHER REGISTERE PROFESSIONL N Y THE ONSULTING ENGINEERS NME ON THESE RWINGS TO MEET THE MUNIIPL LETTERS OF SSURNE / OMPLINE REQUIREMENTS. 5. LL WORK MUST MEET THE PPROVL OF THE PROFESSIONL ONSULTNTS. 6. LL WORK MUST MEET THE STNRS OF THE.. TRE SSOITIONS GOVERNING EH TRE INVOLVE IN THE PROJET. 7. STRTING WORK ON THIS PROJET Y NY SU-ONTRTOR MENS THT THE OVE REQUIREMENTS HVE EEN REVIEWE N NO EXTR LIM FOR OST WILL E PUT FORWR TO MEET THE PROFESSIONL ONSULTNTS FIEL REVIEW REQUIREMENTS. 8. THE SU-ONTRTORS RE RESPONSILE FOR SITE SFETY N TO MEET LL REQUIREMENTS OF THE WORKERS OMPENSTION OR. 9. LL SU-ONTRTORS WILL E REQUIRE TO KNOWLEGE OMPLINE WITH OVE ONITIONS Y SIGNING OPY OF THESE REQUIREMENTS WHIH MUH OMPNY THEIR QUOTTION. oor Tags 0 Window Tags W ssembly Tags i LOTION OF ETIL RWING LOTION OF FIRST OURNE OOR NUMER - SEE OOR SHEULE WINOW TYPE - SEE WINOW ETILS SSEMLY TYPE - SEE ONSTRUTION SHEULE ONTROLLE document. Revisions complete revision. Remove previous partial revision. Remove previous 0. GENERL ONTRTOR IS TO KEEP REOR N PROVIE RHITET WITH OPIES OF MUNIIPL INSPETION SLI.. THE ONTRTOR / LIENT IS TO INFORM THE ESIGNER IN WRITING 4 HOURS PRIOR TO STRTING ONSTRUTION OF THE PROJET.. THE SU-ONTRTOR IS TO HEK LL IMENSIONS FFETION HIS TRE N IN THE SE OF ISREPNY THE ONTRTOR IS TO E NOTIFIE EFORE WORK N OMMENE. 3. THE ONTRTOR IS TO NOTIFY THE ESIGNER 4 HOURS PRIOR TO REQUIRE INSPETION. ONSULTNTS: RWING INEX: ILLUSTRTION: rchitectural rawing List no. name 0.00 PROJET INFORMTION N RWINGS INEX.0 SITE PLN.0 LNSPE PLN.0 FOUNTION PLN.0 SEMENT FLOOR. MIN FLOOR PLN. ROOF PLN 3.0 EXTERIOR ELEVTIONS 3.0 EXTERIOR ELEVTIONS 4.0 UILING SETIONS 4.0 UILING SETIONS ISSUE FOR P ISSUE FOR ESIGN REVIEW ILWORTH R. SUITE 50 K E L O W N V Y 9 T WIKWIRE RESIENE 8 HWY 97 East Kelowna, ritish olumbia 408 PROJET INFORMTION N RWINGS INEX " = '-0" M PK :38: M \\NOVTION\Novation esign Studio\Projects\408_Wickwire Residence\Wickwire ottage\408 Wickwire ottage current.rvt

9 Notes: opyright Reserved. This drawing and design are, and at all ll drawings shall be read in conjunction with specifications and ll work shall be carried out in accordance with anadian standards, specifications,.. uilding ode (0 edition) and Tabulated s refer to rch size drawings sheet. 4 R R EXISTING HOUSE RIGE LINE ' TOP PLTE HIGH HEEL HEIGHT REQUIRE EXISTING HOUSE MI ROOF Mid roof 754' - /" m ny omissions or discrepancies shall be reported to the architect m TOP PLTE 749' - 0 /" m 4.64 m 4.40 m W0a 6/0 x 5/0 6/0 x 5/0 3/0 x 6/8 PROPOSE GRE EXISTING GRE W0a 7.36 m m 3.8 m.76 m Main Floor 740' - 0" m RETINING WLL FOR SEMENT OOR ENTRNE asement 730' - 0" m ONTROLLE document. Revisions complete revision. Remove previous partial revision. Remove previous.o. Footing 79' - 9" 57. m North SLE: /4" = '-0" ISSUE FOR P m m m m ISSUE FOR ESIGN REVIEW EXISTING HOUSE RIGE LINE 4 R R HIGH HEEL HEIGHT REQUIRE EXISTING HOUSE MI ROOF Mid roof 754' - /" m m 4'-4 /4" 5.56 m TOP PLTE 749' - 0 /" m ILWORTH R. SUITE 50 K E L O W N V Y 9 T W0a 6/0 x 6/0 3/0 x 6/8 OOR WITH SIWLITES 4/0 x 5/0 4/0 x 5/0 4/0 x 5/0 W0a 9'-0 3/4" WIKWIRE RESIENE 3/0 x 6/8 Main Floor 740' - 0" m EXISTING GRE = HWY 97 East Kelowna, ritish olumbia 408 EXTERIOR ELEVTIONS /4" = '-0" South SLE: /4" = '-0" EXISTING GRE asement 730' - 0" m.o. Footing 79' - 9" 57. m M PK :38: M \\NOVTION\Novation esign Studio\Projects\408_Wickwire Residence\Wickwire ottage\408 Wickwire ottage current.rvt

10 Notes: opyright Reserved. This drawing and design are, and at all ll drawings shall be read in conjunction with specifications and m 7.67 m.578 m R EXISTING HOUSE RIGE LINE ll work shall be carried out in accordance with anadian standards, specifications,.. uilding ode (0 edition) and Tabulated s refer to rch size drawings sheet. ny omissions or discrepancies shall be reported to the architect. EXISTING HOUSE MI ROOF R Mid roof 754' - /" m m TOP PLTE 749' - 0 /" m m.845 m 4/6 x 4/0 6/0 x 6/0 6'-0"W. x 7'-0"H. W0a SUPPORT OLUMN.76 m 4.83 m ONTROLLE document. Revisions W0a m Main Floor 740' - 0" m complete revision. Remove previous partial revision. Remove previous SLOPE 3.8 m.499 m f8 6/0 x 6/8 f8 SLOPE m SLOPE asement 730' - 0" m.o. Footing 79' - 9" 57. m West SLE: /4" = '-0" m 7.67 m.765 m EXISTING HOUSE RIGE LINE ISSUE FOR P 4.0 R R 4 EXISTING HOUSE MI ROOF Mid roof 754' - /" m ISSUE FOR ESIGN REVIEW W0a m TOP PLTE 749' - 0 /" m.845 m 6/0 x m m.76 m m 9/0 x 8/0 W0a Main Floor 740' - 0" m ILWORTH R. SUITE 50 K E L O W N V Y 9 T 3.8 m WIKWIRE RESIENE HWY 97 East Kelowna, ritish olumbia 408 asement 730' - 0".O. Footing m 79' - 9" 57. m EXTERIOR ELEVTIONS /4" = '-0" East SLE: /4" = '-0" M PK :38: M \\NOVTION\Novation esign Studio\Projects\408_Wickwire Residence\Wickwire ottage\408 Wickwire ottage current.rvt

11 Notes: opyright Reserved. This drawing and design are, and at all ll drawings shall be read in conjunction with specifications and 4.0 ENGINEERE TRUSS PKGE ll work shall be carried out in accordance with anadian standards, specifications,.. uilding ode (0 edition) and Tabulated s refer to rch size drawings sheet. '-0 3/4" R R44 INSULTION Sim R R44 INSULTION R 4 ny omissions or discrepancies shall be reported to the architect. RIN GUTTER R0 INSULTION R0 INSULTION W0a '-8" W0a 6/0 x 0 W0b 9/0 x 8/0 W0a VENTE SOFFIT TYP. 9'-0 3/4" TOP PLTE 749' - 0 /" m W0a W0b W0b W0b W0b W0b Sim W0b 8.0 Sim Sim TOP PLTE 749' - 0 /" m ONTROLLE document. Revisions 4" SOG 4" SOG Main Floor 740' - 0" m Main Floor 740' - 0" m RIN TILE FOUNTION WLLS RIN TILE 0'-0" f Sim OMPTE SN STRUTURL KFILL complete revision. Remove previous partial revision. Remove previous asement 730' - 0" 8.00 Sim RON RRIER REQUIRE SOG SOG asement 730' - 0" '-" m.o. Footing 79' - 9" 57. m m.o. Footing 79' - 9" 57. m 4.0 uilding Section SLE: /4" = '-0" 4.0 Section SLE: /4" = '-0" ISSUE FOR P ROOF ONSTRUTION - RSI -SHPHLT SHINGLES (SLOPES UNER 4/ PEEL & STIK UNERLY) -7/6" OS SHETHING /W H-LI -ENGINEERE ROOF TRUSSES@4"o.c. (HEEL UT VRIES) -IR FILM (EXTERIOR). -R40 ONTINUOUS ELLULOSE INSULTION MIL POLY -/" RYWLL.08 -IR FILM (INTERIOR). TOTL RSI (REQUIRE 6.9) 7.7 INTERIOR WLL@MIN FLR - /" GYUM OR TO OTH SIES OF X4 SPRUE 6" O.. INTERIOR WLLS@LOWER FLR -xx's@6"o.c. c/w SILL GSKET OR EQIV. -/" RYWLL FINSHE RMS ONLY EXTERIOR WLL ONSTR -IR FILM (EXTERIOR). -HORZ. FIER EMENT SIING/VERTIL.0 OR N TTENS -UILING PPER -7/6" SHETHING. -R- INSULTION.67 -x6@ 6"o.c. -6MIL POLY -5/8" RYWLL.0 -IR FILM (INTERIOR). TOTL RSI (REQUIRE.97) 3.0 INTERIOR WLL GRGE -IR FILM (EXTERIOR). -/ RYWLL.08 -R- INSULTION.67 -x6@ 6"o.c. -6MIL POLY -/" RYWLL.08 -IR FILM (INTERIOR). EXTERIOR WLL ONSTR -IR FILM (EXTERIOR). -RYLI STUO (OVER).07-7/6" SHETHING. -.5" xps INSULTION.33-8" ONRETE WLL -INTERIOR WOO STRPPING VITY.96 -/" RYWLL.08 -IR FILM (INTERIOR). TOTL RSI (REQUIRE.98) 3.63 INTERIOR FLOOR ONSTRUTION -FINISHE FLOORING - 3/8" UNERLY TILE RES - 3/4 T.&G. O.S.. SU-FLOOR, ENG FLR SYSTEM, SPING S PER MNUFTUER (GLUE, SREWE & RIGE) -/" GYUM OR TO FINISHE RES SL ON GRE - 4" ON SL, 5MP, 0M o.c. - 6 MIL. POLY. VPOUR RRIER - 4" GRVEL E ILWORTH R. SUITE 50 K E L O W N V Y 9 T WIKWIRE RESIENE 8 HWY 97 East Kelowna, ritish olumbia 408 UILING SETIONS TOTL RSI (REQUIRE.97).97 M /4" = '-0" PK :38:3 M \\NOVTION\Novation esign Studio\Projects\408_Wickwire Residence\Wickwire ottage\408 Wickwire ottage current.rvt

EARL GREY SCHOOL GYM CONSTRUCTION: 845 HILLCREST AVENUE SW, CALGARY, ALBERTA CONSULTANTS: ARCHITECTURAL: STRUCTURAL: MECHANICAL: ELECTRICAL:

EARL GREY SCHOOL GYM CONSTRUCTION: 845 HILLCREST AVENUE SW, CALGARY, ALBERTA CONSULTANTS: ARCHITECTURAL: STRUCTURAL: MECHANICAL: ELECTRICAL: ONSTRUTION: 845 HILLREST VENUE SW, LGRY, LERT ONSULTNTS: RHITETURL: STRUTURL: MEHNIL: ELETRIL: #00, 000-9th VE. S.W. LGRY, LERT. PHONE: (403) 6-85 F: (403) 37-639 RESS RWING INE RWING REFERENE RHITETURL