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DEVELOPMENT PERMIT
NO. DP- 2020-01
TO: S. Boyd Holdings Ltd
ADDRESS: P.O. Box 650 Gibsons, B.C. VON WO (Permittee)
1) This Development Permit is issued subject to compliance with all of the Bylaws of the Town of Gibsons applicable thereto, except those specifically varied or supplemented by this Permit.
2) The Development Permit applies to those "lands" within the Town of Gibsons described below:
Parcel Identifier: 012-442-020
Legal Description: THE WEST 1/2 OF BLOCK 2 DISTRICT LOT 683 PLAN 3639
Civic Address: 1045 Gibsons Way
3) The lands are within Development Permit Area No. 3 for form and character.
4) The "lands" 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 which shall form a part thereof.
5) The building form and character is required to conform to the following plans:
• Development Plans titled: Kenmac Parts Addition dated December 30, 2019, revised January 22, 2020
6) This Development Permit applies to the form and character on the site. For details shown in off-site areas the plans may be subject to change following the provisions of a Servicing Agreement.
7) Minor changes to the aforesaid drawings that do not affect the intent of this Development Permit or the general appearance of the buildings and character of the development may be permitted, subject to the approval of the Director of Planning.
8) If the Permittee does not commence the development permitted by this Permit within twenty four months of the date of this Permit, this Permit shall lapse.
9) This Permit is NOT a Building Permit.
Lindsey Grist
Development Permit 2020-01
AUTHORIZING RESOLUTION PASSED BY COUNCIL
THIS THE 3R0 DAY OF MARCH, 2020.
ISSUED THIS 4TH DAY OF MARCH, 2020.
William Beamish Mayor LI Corporate Officer
GIB SONS WAY 1131.0001110 KAN TWO PART Or RAS 3a1T I/9 51 5190 P IN ART P/ON TARR.
hydro pole
SIDEWALK
PL 214.7' LID:
SRW PLAN BCP23691 BASE RETAINING WALL
SRW PLAN LMP18054
EXISTING BUILDING
EXISTING 2 PAVEMENT
ACCESS 2, PARKING
EXISTING PAVEMENT
ACCESS / PARKING
EXISTING FENCE
581* fiasco
ADD PAVEMENT AS REQUIRED
,/ CUNCRETE PAD
STING GATE
GRAVEL
1.2111110
E.Eriial5F4r 0MO
BUILDING GOOF ANAI YSIS 1045 OIDSONS WAY, 010500S, D.C. KENHAC PARTS • Cka104140 of DWI., Ora4.1111710. LaHlwor0 Wawa 1000 404101 40 400107 Droop *IBA a•parallal nay. . ?Oa Do optaa Do* avo0Wdrto or 4.404p 0 MUD Owl% 171.111.0..n al, n Coro* Oar
iterWiV1 nZlt= ottWVIrorW'.. OD DM Warta Pool to low a Or " 0 a. atatamato DJ" Load
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P. ,lounAidtat aril= towation
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.=1.0
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Malso 5*445 Roma DARIO W. re. wpwation of
progilo • 3.7 MON 1130011040111 1.2.2 Clowa Ora& Pi WAD. 131124)1101=.09 Wal raw ...ad W Wo.011 0- =ROI Ill&WWITU DOM 0.022" I) Man, narabear.. a pl. 1.41.3 • DOW NO00013011 • ALUM•bla Pah of Tro.
pan al lea**. Pt pertlal rUffiroitrronTrI
1 =a= OW. poolag otoll
Stephen Hannem an
Architect 10344110.1*40“04.11..
(20r1=
ODD Ayinestlaus....alme
f4i Ps ;E_
• lInrova, /MAW
00 00 1-
WOW
DAV 11:13141.C. A 11111111•71.0%
011,11.0.1011.1.1.1rt
pRodFct DATA IONICLA/00406 1046 • 1061 063444,4 110. 0040.=
1:ser o-s 1.3031...3313O33 PIM 012-442.70 Folla 31420000.001 LW 50171/S MAR OW. Lot 033
5.1,1030 Apprnmes Lot Sac 4.71 ACAO EII.JES,I 10 004 no 007,200 SD.)
100:1011.1300132K13 120113113.22071200.3031 17. (400.1 reARIDOule 0400 TO. TT P. TT MOOR AREA 7.451 740 ft (0022 11/2)
33.310011=D313 3.03
60•1210.1151 Al STE P1.414 / DATA 01101= 42 ROOD PLAN & POP. AS OCTETS 031.111312 44 WOODS
I 0 0 0 0 1
th15 draining must not be scaled. the onerarcontractor shsll verify all crinen5lcce, datum cnd elevatbrd prior to cow/moment of Work, any arm or ornIsslons shall be reported at once to the crshltect.
100001_
Praiect
KEN MAC PARTS
ADDITION
1045 GIBSONS WAY
MESONS, B.0
Trn.e
SITE PLAN CODE ANALYSIS PROJECT DATA
START Dm OcT.2017 SCALE 3/32, 1140'
SPA
CA! CT co
PROJECT No.
co
ALL STD LOW° TO OD LOW112 NOT II ) C...4 ANY Meg ;1;3
, OD COTO 1
,....00,..0.1103
SHEET NO. REV. NO
Al
Stephen Hanneman
Architect 01.1010.0,1o°00110.
114•08.11°. 001) 11.44.1
7071.111.00 0111111AryS.4•11.....011•0
II rieVa nun. Mi. • 05000. mn.0.4.0.0017mam lim•MM
• 0.77,'"•=1"72:11,••• 100•101.1.1.01
.-0111CKIC NOKM
/.1011ALT INNS, Al 101010 ONIA
A
rm. MI 110•701TAL .170177. ALL ROI Me MO PAWED
7104000010 TO K ON.V.1310
;MilionEtione`"" yr 11.1. MONK KU 19.011 1111001. 17110
010.11110. KUM re. MOM 1010
avarzawa. 1•PIL110 N 11.11110Gld'
0TrOrmaroorglorms, SCASCASIRSTOlv, NO 11110.0‘D
TO I
LA •
GFNFRAI NOTFS All DOMIR1011011 PALL COMMA .1111111C CM., .1011 Of om o.o mono COD° 111. 001/1=0101V 111C COWL.° PAO., MILT ONO OD IAA ICILDC
T DC 116...NIT C010110011. 11,1LCM=011 OISZLIILITNINI%
.1%11
,1=1.01X 4.:1101.°
CMOS. IS MAK. M CAC. N. 1111 INC CC TICCE BAWD= SHALL CC 611001.0 LOMA TO DC 101101011011 10110 II TIC 10,101A1 MON Of VOCE 0110010<. IMMO MY 111. CON001 001.1. 010/ .0111C 003010 KW DC01 101.10 coornoncor. • ILL 0:111.14101011 IIA11./S ST. CCSIALTY011 116 LAM MON Of DCA°.
M MO. 01 MVO NM ID Ot C0160.10 DT IIC 0.211. 1 DM NO MC. 10111001.11.1 DAMS ortanc•nom. • 0,0111 00111)0010 r-o• NOD 1. TD Axe or mow souo VMS
0111010110 • =woo, 0011111:0011 mom non m. Korrfoem • MITA. 011010111010
1. OW IMMO/ 10 OA 011 WAWA MILO OAL1960,0 AT COO. AP41.1104
VIZADCO'" =4 1000 POPO 611.70114 07017
SHEET METAL FLASHING SOL M SINN NO ODDS
- 4.701.41.14.= 10 CO 101. 11110
- 11/01.10 1410.1 TO DC PK 10 OA nt000 ALS 111,
- ONAM MONO SIM MOM MT 00UHAI 10 DC 00.15. 001101
NOTE TO FASTENING;
X% NOTES STAIRS Re RAILINGS PANCGIAAA1 P1ALL DIOADTD.01001A/Or ICT41. 01•DC N.0 INACKCI OM.° 1 -11
wireaugerz-z" OTCn. MO NO own
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1=1,7.„
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4. P.M 0010.A.10.0011101)010011-11000100000011001100111100)011110000 10 40.1. 00000 00001 Jan lod•coS AROUND NM cr.. 01117101 .1 OVA. TO K NON MO • or 0/0, pm al MOO ODD 0 1,10-1100111. POC.0 CONK P011 AT TOP, . P.M AT 1011011 UK.
• MO. notrjorow,
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1. ALL MOIMMO TIM. TAS TO 1.1 00111.11 SUL ▪ PL111C00 IMMO, 1/Y OM OWE DAV 11. 'LWOW SWUM 0/11. 100 DM Al WO CUM.° TO le NAM NO CALM 10. DOM • 011070 11.0 AS PP 014111.110. 11.0.1.1CD MOOR 010.07 VOW( MN
OMIT . An00.1 11011 70 0/11.910. C.. WW1 Dm. 01 Inc
"' r.grirAM.nagd.r...nrarro= nogertieal 11 DOMMTOM TO MCI MOM 01,0•00 D ALL WM MICS .00 Mu ON OIL
THERMAL AND MOISTURE PROTECTION: I. .1•4=1101,I=A0 CAN. 610 SISULA1101 110 11-001110
o MILLIF"rtaRi 0eh=60<is airtnifTera =Jr STAL ONT.
1 ....9010, M.. flAS11.0 M 011•100 MO AT AIL 1100701110. 110. %KM .1.1010
4. PM. 1000.10 • W.V. APPL.T010 • VALLOM 00 . MOP TO V. 4. 1.0003.. „.
0.10 ALL eczo0701,07017mr.s. 01101. 001001.00101
70 1101.7.
11007 V0T7.A001 .11 1100101.1 YO C.011 17000N 011 11. 001000 COOC • OAVG011 DIVAS ILL SOLE PLATA
REFER TO STRUCTURAL DRWGS.
1--10.1110 INT111•10 AWN° rurrn
£1151100 ELUILDINC
1 rt I
11 71 Lamm 30. 117 11001.1 1
I,_ I
-1- I
750310.4ELLIOUS4 70422-
I 000100 Ma= L00010 0001 PAM 0000
L
fir I
I
I • AD.
1
* 6
1-11' Lo• 110< ,..--I -44 1-007111710 I• 1-0.
-J
-
t
.
Liam =Aram.
i r
1 00111 000001
1
1
,-1-..-
I ENO. W000 MISSES
1 2.0,ITNAG742,0c
i 1 1
I 11
1 I . . -
1
: I 1
1 1~ §2inc AA.-
,
ENEMA
FLOOR PLAN 10011 I IA. • 1, 0.
530 P 'Er7.11
=Mr'
Vrentr
STAIR / HANDRAIL DETAIL
STAIR / HANDRAIL DETAIL
NOTE TO NEW DOORS & YANDOWS
01 caws uo wwoirs 44 PCP .1171711 10.110. 0011 OR.CIS
CSA
nos= VAPLON 11ANDC
DA0I-M1.% MM. IIVAIC
no..11/01M t175
0........,CADiVILr0/7
.1107r11
0IS11NO SUILOINO
10100110 1011.
7172..in1
11.07
1 0 0 0 0 I
PC011011 10. •ATIT 000000 A 100•014 MYNA AM ROMA
JAX10-10 00•10.611•0019T
NOTES: re..1%001.1r '""' Ail DAMS TOK1.011110.• ALL S1N1CS • 1.01110 DAVC 90,0 1
Ns= WofilonIff"" a/0AZ CONseDTCAS tansawrear gnus-
iltitiMENEV" ALL 10%0 • 2000 ABOAL ODADC TV.
WEIWIMPPM
0 0 0 1
this drawing 01000 11)00 be scaled. the general-contractor shall verify all dnereIcee, datums ad elevallai prior to commencement of cork. p
aeretTred
or ornIsstan shall too at coca to the architect.
1 0 0 0 0 I Project
KENMAC PARTS
ADDITION 1045 ORISONS WAY
GIBSON& BC
TITLE
FLOOR PLAN NOTES & DETAILS
START DATE DEC 2019
ScA 3/16. 4E-0.
DRA
CII 1010111
PROJECT NO. SHEET NO.
42 REV. No.
SOUTH ELEVATION W. AM. v-of
NORTH ELEVATION
MASAO A • .114220
REV. No. SHEET NO.
A3
SMSIVAN
.-113“111.3 OLOOMOJ
Stephen Hanneman
Architect 46-10316a*0on tOry.
•••0•4••• muyeerno•
0 2016 loUplbo lasso NO•Yo dols norod. lb on at .10 awl mi.
lo moor= toommo Ift no low f. ••• ••••••• plr
iota. Motown /MORA
1 0 0 0 0 1 RAYON
1.04VUO
•••OPOR•rong OLNOLOPOORP•••T
10.
•
1 DD 0 0 1--this *aiciziq net not be tailed the qTE arocat-actor atoll verify all dlnooloo, cloture ad elsvatlord prior to comencernent of Kart cry errors or omissions shall be reported at axe to the Graded.
1 0 0 0 0 I ,
Project
K EMIVTISA C ADDMON
1045 =SONS WAY
GIESONS, B.C.
TITLE
EXTERIOR ELEVATIONS START DATE NOV 2 019
SCALE 3110..I. 0'
D A
CHECKED
PROJECT NO.
COMO K11113010 10110O0O MP Pi 1.16/111•NO, AWL ROY
:
sis AT ALL 110120101. am bra
11111111$ 11111111111111111111111111111111111111111111111
M'Er= WEST ELEVATION
EAST ELEVATION szuz - r-rr
MORO POMO MONO
&I WI,' MIX litiMr1=1116..1
0"2.VIVVAZIerMage
I , I I
REFER TO STRUCTURAL DRAWINGS
1:1 SLAM CH &TN 1—t COMP WO
I I
COPON• LO,Peo 00CP
movo l.0.10.1
11E1E4 0
MON& LOAM, DOCK EMMA
reVLIUtte p• pp,
•IIPLIGTVITAL PROPPCP
SECTION B—B SCALE •96° • ILO'
= MOW 11014trial... XP' OW-
worm • OP .11 NO Nil Ar .•
vi
e
0
manzatauti
REV. NO SHEET NO.
A4
1 00001 thls traeirg must not be scaled. Ina genera1CO*0410r shall verify all M*14010115, dahre aid elevations prior to conmencoment of work. cry errors or omissions shall be reported at once 10 110 architect.
100001 Project
KENMAC PARTS
ADDITION 1045 GIBSONS WAY
GIBSONS. B C
SECTIONS
SHADE DOCK DEC.20I9
SCALE 3/8. PP O.
DECO
CHECKED
PROJECT No.
•• •
• •
MVO).
•••••o• pers.
"Cwt./ago:or moor
Stephen Harmeman
Architect ./113.1.411=,Oaeaulloy.
PM MAL. •••••“...o.
020111t•3rpIoPP000Po.v3HIIII :J.
POI. rower OW pot Pis Yon,:
1E1000
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