HomeMy WebLinkAboutPRJ07-0358 B08-0234 PLANS ecliec (.0(..iDcws
BUILDING PLANNING
R309.6 Automatic garage door openers.Automatic garage
I
door openers,if provided,shall be listed in accordance with UL
than 18 inches (457 mm) on center vertically for the full
325.
height of the window well.
R310.3 Bulkhead enclosures.Bulkhead enclosures shall pro-
vide direct access to the basement. The bulkhead enclosure
with the door panels in the fully open position shall provide the
SECTION R310 minimum net clear opening required by Section R310.1.1.
EMERGENCY ESCAPE AND RESCUE OPENINGS Bulkhead enclosures shall also comply with Section
R311.5.8.2.
\\(:—..,‘ R310.1 Emergency escape and rescue required.Basements
akvith frabitrabirspiarc—aitekvery sleeping room shall have at least R310.4 Bars,grills,covers and screens.Bars,grills,covers,
• one openable emergency escape and rescue opening. WhereI
screens or similar devices are permitted to be placed over emer-
baseme:nts contain one or more sleeping rooms, emergency gency escape and rescue openings, bulkhead enclosures, or
egress and rescue openings shall be required in each sleeping window wells that serve such openings,provided the minimum
er-
room,but shall not be required in adjoining areas of the base- net clear opening size complies with Sections R310.1.1 to
mens.Where emergency escape and rescue openings are pro-
R310.1.3 and such devices shall be releasable or removable
vided they shall have a sill height of not more than 44 inches from the inside without the use of a key,tool or force greater
(1.118 mm) above the floor. Where a door opening having a than that which is required for normal operation of the escape
threshold below the adjacent ground elevation serves as an and rescue opening.
emergency escape and rescue opening and is provided with a
bulkhead enclosure,the bulkhead enclosure shall comply with
Section 310.3.The net clear opening dimensions required by SECTION R311
this section shall be obtained by the normal operation of the MEANS OF EGRESS 1
Iemergency escape and rescue opening from the inside.Einer- 8311.1 General. Stairways, ramps, exterior exit balconies, �
gency escape and rescue openings with a finished sill height be- hallways and doors shall comply with this section.
low the adjacent ground elevation shall be provided with a win-
dow well in accordance with Section R310.2. R311.2 Construction. j
•I
8310.1..1 Minimum opening area.All emergency escape 8.311.2.1 Attachment. Required exterior exit balconies,
•
and rescue openings shall have a minimum net clear opening stairs and similar exit facilities shall be positively anchored i
of 5.7 square feet(0.530 m2). d ,. 0 --- 1, '"- to the primary structure to resist both vertical and lateral for-
-�. ces. Such attachment shall not be accomplished by use of ,
Exception: Grade floor openings shall have a minimum toenails or nails subject to withdrawal.
net clear opening of 5 square feet(0.465 m2).
R311.2.2 Under stair protection. Enclosed accessible
R310.1.2 Minimum opening height. The minimum net space under stairs shall have walls,under stair surface and
clear opening height shall be 24 inches(610 mm). any soffits protected on the enclosed side with 1/2-inch(12.7
R310.1.3 Minimum opening width. The minimum net
mm)gypsum board. is
clear opening width shall be 20 inches(508 mm). R311.3 Hallways.The minimum width of a hallway shall be
not less than 3 feet(914 mm).
R310.1.4 Operational constraints.Emergency escape and
rescue openings shall be operational from the inside of the 8.31.1.4 Doors.
room without the use of keys or tools. 8311.4.1 Exit door required.Not less than one exit door
8310,2 Window wells.The minimum horizontal area of theI
window well shall be 9 square feet(0.84 m2),with a minimum
conforming to this section shall be provided for each dwell-
ing unit.The required exit door shall provide for direct ac-
horizontal projection and width of 36 inches(914 mm).The cess from the habitable portions of the dwelling to the exteri-
area of the window well shall allow the emergency escape and or without requiring travel through a garage. Access to
rescue opening to be fully opened. ,habitable levels not having an exit in accordance with this
section shall be by a ramp in accordance with Section R311.6
Exception: The ladder or steps required by Section or a stairway in accordance with Section R311.5.
R310.2.1 shall be permitted to encroach a maximum of 6 R311.4.2 Door type and size.The required exit door shall be
inches(152 mm)into the required dimensions of the window
a side-hinged door not less than 3 feet(914 mm)in width and
well. 6 feet 8 inches(2032 inns)in height.Other doors shall not be
R310.2.1 Ladder and steps.Window wells with a vertical required to comply with these minimum dimensions.
depth greater than 44 inches(1118 mm)shall be equipped
I
with
Landings at doors.There shall be a floor or land-
ing on each side of each exterior door.
window in the fully open position.Ladders or steps required
by this section shall not be required to comply with Sections Exception:Where a stairway of two or fewer risers is lo-
R311.5 and R31.1.6. Ladders or rungs shall have an inside cated on the exterior side of a door,other than the required
width of at least 12 inches(305 mm),shall project at least 3 exit door,a landing is not required for the exterior side of
inches(76 mm)from the wall and shall be spaced not more the door.
50 2003 INTERNATIONAL RESIDENTIAL CODE®
5,4-F-5- - 6-t kZ t - L ocATI c,)S
BUILDING PLANNING
Exce tions: Exception:The following products,materials and uses are
p exempt from the above hazardous locations:1, Polished wired glass for use in fire doors and other fire
resistant locations shall comply with ANSI 297.1. 1. Openings in doors through which a 3-inch (76 mm)}
shere isLrnable to pass
2. Louvered windows and jalousies shall comply with 2. Decorative glass in Items 1,6 or?•3.
Section R308.2.
Glazing in Section R308.4,Item 6, when there is an
ions.The following shall be con- intervening wall oother permanent barrier between
[B]R308.4 Hazardous locat the door and the glazing.
sidered specific hazardous locations for the purposes of glaz- 4. Glazing in Section R308.4,Item 6, in walls perpen-
ing: dicular to the plane of the door in a closed position or
1. Glazing in swinging doors except jalousies. where access through the door is to a closet or storage
2. fixed and slidingpanels of sliding door as- area 3 feet(914 mm)or less in depth.Glazing in these
Glazing in shall comply with. Section R308.4,
setnblies and panels in sliding and bifold closet door as- applicationsi 7. ,
semblies.
5. Glazing in Section R308.4„Items 7 and 10,when a L
3. Glazing in storm doors. protective bar is installed on the accessible side(s)of
4. Glazing in all unframed swinging doors. the glazing 36 inches ± 2 inches(914 a.iim ± 51 mm)
5. Glazing in doors and enclosures for hot tubs,whirlpools, above the floor.The bar shall be capable of withstand-
saunas,steam rooms,bathtubs and showers.Glazing in ing a horizontal load of 50 pounds per linear foot(74.5
any part of a building wall enclosing these compartments kg/m)without contacting the glass and be a minimum
where the bottom exposed edge of the glazing is less than of 11/2 inches(38 mm)in height.
60 inches (1524 mm) measured vertically above any 6 Outboard panes in insulating glass units and other
age
standing or walking surface. multiple glazed panels in Section 8308.4, Item 7,
6. Glazing,za 1 , in an individual fixed or operable panel adja- when the bottom edge of the glass is 25tfeet(76 or0
cent to a door where the nearest vertical edge is within a mm)or,more above grade;a roof,walking e g
24-inch(610 mm)arc of the door in a closed position and other horizontal[within 45 degrees(0.7 grad)of hori-
whose bottom edge is less than 60 inches (1524 mm) zontal[surface adjacent to the
glass above the floor or walking surface. 7. Louvered windows and jalousies complying with the
Ic u i�errxents of Section �30�.�.
7. Glazing in an individual fixed or operable panel,other re
than those locations described in Items 5 and 6 above, 8. Mirrors and other glass panels mounted or hung on a
that meets all of the following conditions: surface that provides a continuous backing support.
7.1. Exposed area of an individual pane greater than 9. Safety glazing in Section 8308.4,items 10 and 11 is
9 square feet(0.836 m2). not required where:
inches (457 mm) 9.1. The side of a stairway,landing or ramp has a ,
7.�. Bottom edge less than 18 guardrail or handrail, including balusters or
above the floor. in-fill panels,complying with the provisions ,
7.3. Top edge greater than 36 inches (914 mm) of Sections 1003.3.12 and 1607,7 of the Inter--
above the floor. national Building Code;and
'7.4. One or more walking surfaces within 36 inches 9.2. 'The plane of the glass is greater than 18 inches
(914 mm)horizontally of the glazing. (457 mm)from the railing.
$, All glazing in railings regardless of an area or height [B]R308.5 Site built windows.Site-built windows shall corn-
above a walking surface.Included are structural baluster ply with Section.404 of the International Building Code.
panels and nonstructural in-fill panels.
B R308.6 Skylights and sloped glazing. Skylights and
9. Glazing in walls and fences enclosing indoor and out- [l� ed glazing shall comply with the following sections.door swimming pools,hot tubs and spas where the bot- p
tom edge of the glazing is less than 60 inches(1524 mm) R308.6.1 Definitions.
above a walking surface and within 60 inches(1524 mm) Glass or other
horizontally of the water's edge. This shall apply to SKYLIGHTS AND SLOPED GLAZING.brans parent or translucent glazing material installed at a
single glazing and all panes in multiple glazing. - slope�f'nr►ore than 15 degrees(tl'?6 rad)from vertical.Glaz-
1.0.Glazing adjacent to stairways,landings and ramps with ing materials in skylights, including unit skylights, solari-
in 36 inches(914 mm)horizontally of a walking surface ums,sunrooms,roe:fs and slope€i walls arc included in this
when the exposed surface of the glass is less than 60
definition. i
inches(1524 mm)above the plane of the adjacent walk-
ing surface. UNIT SKYLIGHT.A factory assembled,glazed fenestra-
11. at
Glazing J
adjacent to stairways within 60 inches (1524 tion unit,containing one panel of glazingp material,ing ntth roof
al-
. mm)horizontally of the bottom tread of a stairway in any lows for natural is less assembly while preserving the weather resistant barrier of
direction when the exposed surface of the glass
. than 60 inches(1524 mm)above the nose of the tread. the roof.
2003 INTERNATIONAL RESIDENTIAL CODE®
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GYPSUM WALLBOARD,WOOD STUDS, algetAt4`;v,i‘s,4•AM,,:g1 :
MINERAL FIBER INSULATION,FIBER-CEMENT BOARD,
•''' ' TILE
CERAMIC
.
One layer 5/8"proprietary type X gypsum wallboard applied parallel on ONE SIDE of 2 x 4 4'\/
wood studs 16"o.c.with 17/e"smooth shank nails,0.093"shank,0.284" heads,7"o.c.
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31/2"mineral fiber insulation 3.0 pcf,friction fit in stud space. L—
OPPOSITE SIDE: One layer 7/16" proprietary fiber-cement board applied parallel to studs
with 11/2"galvanized roofing nails 6"o.c.Ceramic tile,5/16"thick,joints grouted,installed Thickness: 5"
with latex-modified portland cement mortar. Approx.Weight: 10 psf
Rating based on the lesser of loading to 800 lbs per stud or 31%of full design load. Fire Test: OPL 11710-92851,9-9-92
(LIMITED LOAD.BEAR1NG)
PROPRIETARY GYPSUM BOARD
BPS America inc. - 5/8"ProRocTM Type X Gypsum Panels
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,'' :::,,a.,. . ,,,,,,r,'''.,A,'W' ,,,,,,AtOg3.i: , ntrieftWg,1,,,,, 0010,10g, :;q,:.!.0,, 0,1•:':.04%PT:9 :7:
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GYPSUM WALLBOARD,WOOD STUDS
-, ,--- -— ---1
One layer 5/8"type X gypsum wallboard or gypsum veneer base applied parallel or at right '_VVV 7--------1,
angles to each side of 2 x 4 wood studs 24"0.0.with ed coated nails,17/s"long,0.0915" I \ 41
27
_ t
i 11
shank,1/4"heads, 7"0.0.
Joints staggered 24"on opposite sides.(LOAD-BEAR1NG) — ,
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Thickness: 47/s"
Approx.Weight: 7 psf
Fire Test: UL R3501-47,-48,9-17-65,
.. . Design U309;UL R1319-129,
7-22-70,
UL Design U314
Sound Test: NGC 2404, 10-14-70
ktoga ifyiralNaw.lar,*4N%kr.? •14 • : w,,,r,,,:t•oaa. ,HOURf,02,1 :1• .:;:•.':','3510"••';'30.'i$717C
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ggigNMVIRET;:,:n';1':',W,':', SOUND:,.'-:'•
GYPSUM WALLBOARD,WOOD STUDS
, • : ! -
One layer 5/e type X gypsum wallboard or gypsum veneer base applied parallel or at right F----- .
angles to each side of 2 x 4 wood studs 16"c.c.with 11/4"Type W drywall screws 12"
2r J
0,0.
tA.Z.,..... ,
Joints staggered 16"on opposite sides.(LOAD-BEARING) --7 -,-
, . , 1
Thickness: 43/4"
Approx.Weight: 7 psf
Fire Test: SWR1 01-4511-619,8-19-92
Sound Test: See WP 3520
(G&H NG-246F1,7-2-65)
:-'''''',,,,'''',7 ,,,'''i,,.,1•;•.,ss'''',,,,",','04, G,,,,,,A, ' ',A,AV'gV'Nt ?' ‘,4,,W400:4$44 2:301114000„fil:;i:VI: 1 f,:1:1,S.'36'467..,30'.'STO:'.:
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kdo4.40#N,Elttmoriwlepr,OP4Nif**40,
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GYPSUM WALLBOARD,WOOD STUDS -,'-‘,-1 ,ii.,,, ...
,--- -- —
One layer 5/s"type X plain or predecorated gypsum wallboard applied parallel to each side I--- • ___....1 1_
of 2 x 4 word studs 24"o.c.with ed coated nails, 17/s"long,0.0915"shank,1/4"heads, 1
7/1
7" o.c. at joints and top and bottom plates and 3/a" beads of adhesive at intermediate
• studs. , I 1_
.
Joints staggered 24"on opposite sides. (LOAD-BEAR1NG) ! L.
. • L _
1! ! Thickness: 47/s"
Approx.Weight: 7 psf
Fire Test: FM WP 90,8-21-67
Sound Test: G&FI NG-246FT,7-2.-65 .
......—.....,, _a_
GA-66-2003 t Contact tne manufacturer for more detailed information on proprietary products. 57
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EIU SYSTEMS:s, .
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STEEL ROOF TRUSSES,RESILIENT OR RIGID CHANNELS, 04,4-7t \ a
\
THERMAL INSULATION,GYPSUM WALLBOARD
One layer 5/e"proprietary type X gypsum wallboard or gypsum veneer base applied at right _
angles to resilient or rigid furring channels with -rye Type S drywall screws 12" o.c. ;�- `
Channels spaced 12"0.0.when insulation is used or 16"o.c.when no insulation is used. i.._ - �v
Gypsum board end joints attached with screws 12"o.c.to additional pieces of channel \`\``` `yt
60"long located 3"back on either side of end joint. Resilient channels applied at right
angles to bottom chord of light-gage steel roof trusses spaced a maximum of 48" o.c.
� Y V
with 9/2"Type S-12 screws or rigid furring channels secured to the bottom chord of each � ;x
truss with double-strand wire saddle ties (refer to furring channel manufacturer for ,, ; T.-:-=:-:------,:,,,,,-.\::-,-_.
maximum spans). Optional glass fiber or mineral fiber batt or loose fill insulation I i 'i
applied directly over gypsum board. Trusses supporting metal roof deck panels covered 'Th i i i '•I'`' i ! i I I '-
sum sheathing either loose laid or adhesively or mechanically ;-. -..
by 1/�" regular gypsum i ll �g :�--.. - ! r -
attached to roof deck. Any thickness polyisocyanurate foamed plastic; polystyrene .Z, ,2t2' :.�r� =S-- .-
foamed plastic; or mineral fiber or glass fiber insulation boards laid over gypsum
sheathing and covered by a Class A,B,or C roof covering.
PROPRIETARY GYPSUM BOARD Approx.Ceiling
- 5/5"Gold Bond®Brand FIRE-SHIELD Clm Weight: 3 psf
National Gypsum Company Gypsum Wallboard Fire Test: UL R3501,01 NK49664,
9-5-02,
UL Design P540
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GYPSUM WALLBOARD,WOOD JOISTS,ROOF COVERING I
Base layer 5/5"type X gypsum wallboard applied at right angles to 2 x 10 wood joists 24" i,l
11/4" Type W or S drywall screws 24" c.c. Face layer 5/8" type X gypsum \1
O.C. with IV i
wallboard or gypsum veneer base applied at right angles to joists with 17/e"Type W or
S drywall screws 12" o.c. at joints and intermediate joists and s11/2" t 24 from base . ._. : ---
1 eGdrwall ''\
screws 12"o.c. placed 2"back on either side of end joints.Jo' "
layer joints.Wood joists supporting 1/2"plywood with exterior glue applied at right an les
to joists with 8d nails. Appropriate roof covering. Ceiling provides one hour fire
resistance protection for framing,including trusses. Approx.Ceiling
Weight: 5 psf
Fire Test: FM FC 172,2-25-72;
ITS,8-6-98
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WOOD TRUSSES,GYPSUM WALLBOARD ,,,,%.0:044,t0;* jw\ .:,,;.
Eetet
Base layer 5/8”type X gypsum wallboard applied at right angles to wood roof trusses 24"
o.c. with 11/4" Type W or S drywall screws 24" o.c. Face layer 5/9" type X gypsum ,
wallboard or gypsum veneer base applied at right angles to trusses with 17/B"Type W or
S drywall screws 12" c.c. at joints and intermediate trusses and 11/2"Type G drywall a ,- _
screws 12"o.c. placed 2"back on either side of end joints.Joints offset 24"from base �e �_ .eest ee
layer joints.Wood trusses supporting 1/2"wood structural panels applied at right angles ,
to trusses with 8d nails.Appropriate roof covering.
ti
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r----I= —�it---- ----J
Approx.Ceiling
Weight: 5 psf
Fire Test: FM FC 172,2-25-72;
ITS,8-6-98
GA-6004)03 t Contact the manufacturer for more detailed information on proprietary products. 121
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t':(: /. .:.�..r ter.'; - I Jason Propst --= _ = - I Nil
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- _ ave®®®®�:®�—®s—®e—®� �. I o.O � ' \ _®�.®:� �.�®�v®o,®o®�®. ♦iL/�
PO Box 6036 ::=1211:71.= =®_ »_� = : � _
Avon, CO 81620
tel - (970 926- 1455
cell (970) 390-9338
fax (970) 845-8736
e-mail jasonpropst@yahoo.com
CO
C O
00
V) •= M
SHEET INPEX 0
Structural _
Topographic trap Survey D r 0
• •
mpp esishop , enc . < ,---
� II" N
• 2hiRedwine En sneers . Inc .g144,Lower Level Floor Plan PO Box 288 c .> O
Sean MolloyX2.2 Main Level door Plan 3 c 3 � o
95 Willowstone Place p 0 o � M A2.3 upper Level Floor ._
0150 East Beaver Creek Blvd ., Unit 204A A2.4 Roof PlanGypsum, CO 81637 �—
�
3L_ o u,
AVOn, CO 81620 ,�3.1 Noah 4 west elevations - � ) � � � � ,�
c (970) 390-4931
A3.2 South 4 Fast Elevations ° c`i m o °° t
tel 9 70 748-0711 A4.1 wall sect ion 524- 15570 0 . z O
f (970) c - 1
fax (970) 4 - 22
r--- -V
a7 8 07 50.01 General Notes michael@mppdesignshop.com O op o �0
e-mail smollo @redwine-en ineers.com 52.01 Foundation Plan ° m � '
y g
52.11 Floor Framing Plan
52.21 Roof Framing Plan APPROVED >,.
PO'
a nU ry ee r
55.01 Foundation Det i a l s
55.11 Floor Framing Details A. Community Development Department
. � �� (45._
65Building Safety and Inspection Services
•tit am
Section .4
55.21 Roof Framing 1Deta i I s rac►3 International Building Code/international Rem cntial > 8
Code Validity of permit. The issuance or granting of a peri :1
Lrveyi not be construed to be a permit for,or an approval of,any viol �n' any of the provisions of this code orof anyother ordinance cf theEg y n g I n jurisdiction. Permits presuming to give authority to violate or cancel the 3
provisions of this code or other ordinances of the jurisdiction shall not be 0 ��■�
M•
ike Post valid. The issuance of a permit based on construction documents and E— NIX
other data shall not prevent the budding official from requiring the
correction of errors in the construction documents and other data.The
P O Box 1230 building official is also authorized to prevent occupancy or use of a
structure where in violatio f this code or of any other ordinances of Issue Date
this jurisdiction.
Ictx7
Submision
Edwards, CO $81632 PLANS EXAMINER: DATE: J-21 1561
Perm t RevSsions 05/13/0805/01/01
8�31/os
tel - (970) 949- 1406 r � sem- ,�-c
fax - (970) 845-9504 - s cc cs wft-31)0.1.A
Job number: o-►o1
Drawn by: mpp
l"
Checked by: mpp
Drawing Title:
ECEovED
OwAUG 13 2008°AIL i):
N OF
Sheet Number:
Building Permit Set
August 13, 2008
MEADOW
DRIVE
SEWER MANHOLE
— — _ INVERT ELEV. 8534.4
— RIM ELEV. 8541.8 EDGE OF PAVEMENT (50°
R•O
. W.)
— -
N 25'10'00" W 175•oii
I \ ..i .
0
FOUND PIN & ALUM. CAP
82.8 L.S. No. 16844
39 41
LOT 1
052201 ACRES SCALE 1 " = 10'
I 38 42 DATE OF SURVEY: 5/26/93
43
LOT 2
UTILITY & DRAINAGE EASEMENT ? 14035.9 SQ. FT. I
0.3222 ACRES
cp"
I ANIN%thi
----N
46
\ Ill'ilialatial\ DITCH IMPROVEMENT LOCATION CERTIFICATE
DECK OUTLINE I hereby certify that this Improvement Location Certificate was prepared
M� '/ 44 47 for Robert Evans, that it is not a land survey plat or improvement
survey plat, and that it is not to be relied upon for establishment of fence,
�� I ( I building or other future improvement lines.
LOT1 00 3 202, M� Cb LOT J I further certify that the improvements on the above described parcel on
a 1.3'
this date, 5/26/93, except utility connections, are entirely within the
boundaries of the parcel, except as shown, that there are no encroachments
upon the described premises by improvements on any adjoining premises,
PO I 0 ' except as indicated, and that there is no apparent evidence or sign of any
'— ^ easement crossing or burdening any part of said parcel, except as noted.
46
LtJ ^ �JI 14\
Date:
Stan Hogfeldt
Colorado P.L.S. 26598
BUILDING
n OVERHANG
0
4840 MEADOW LANE N �?
in 49 I
2 STORY WOOD AND STUCCO STRUCTURE Ir
CD 0
z 3010
Q
•
d'
4,0 CO
0) NOTICE:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you first
\ discover such defect. In no event, may any action based upon any
/ defect in this survey be commenced more than ten years from the
\•
date of the certification shown hereon.
S 10.39, N�
� , \ 200, £
EDGE OF PAVEMENT �' cd--.............,1 \ (.5\..242.
I
ID
CO
PLANTERS ---\
46
/ o°) 47 SURVEYOR'S CERTIFICATE
FOUND PIN & CAP cv PARKING EASEMENT UTILITY & DRAINAGE EASEMENT I, Stan Hogfeldt, a Professional Land Surveyor registered under the laws of
No. 5 REBAR WITH WASHER / - the State of Colorado, do hereby certify that this topographic survey was
cv made by me and under my supervision, and that the survey is accurate and
�� n°j 48 correct to the best of my knowledge.
�� 49
/ I �� Date:
�h 50 Colorado Stan g PILS. 26598
L_______--N 25 1000" W — 175.00 47
*-------/ / 124.45 IIIIP 4:
FOUND INo. 5 REBAR (DISTURBED)
49 •�
SEWER MANHOLE
�_
_ �— INVERT ELEV. 8541.2
X49 _ _ 0 RIM ELEV. 8549.2
MEADOW
EDGE OF PAVEMENT
LANE
(50' R•
O• W) TOPOGRAPHIC SURVEY &
IMPROVEMENT LOCATION CERTIFICATE
LOT 2, ROMAR TOWNHOUSES
_ = __:= 1 = €____ TOWN OF VAI L, EAGLE COUNTY
41199 HIGHWAY 6 & 24, EAGLE—VAIL
P.O. BOX 1230 COLORADO
EDWARDS, CO. 81632
(303)949-1406 JEFF LEONARDO 6/11/93
JOB No. 661.2
MEADOil
�� SEWER MANHOLE
__,_ INVERT ELEV. 8534.4
--�\ RIM ELEV. 8541.8 EDGE OF PAVEMENT /5Oe �.0
1
,--> '- --,
I N 25°10'00" _ 175.00 ,, \
CP
j
t I
FOUND FIN ALUM. GAP l
kil
/
/
82.8 /I In I / /
L.S. No. 16844
39 m 41
r
LOT 1 , ii (
9589.1 SQ. FT. i
0.2201 ACRES
I
38 I ry 42 '
I ° 4I �/ BUILDING AND SITE ANALYSIS
I LOT I ,' LOT 1 SIZE: '0.2201 158'1.1 5Q FT
14035.9 SQ. FT. I
UTILITY et DRAINAGE EASEMENT —5 \ \� 0.3222 ACRES I / LOT 2 SIZE: 0.3222 ACRES
��� ,Dry \\ \ I / 14,035.9 SQ FT
\\
_ \ \ I( ' / TOTAL LOT SIZE: 0.5423 ACRES
1 --� \. �� \ /
23,625 5Q FT
�� 1
1 _-_ \ /
I
ALLOWABLE SITE COVERAGE
•
I
I -_��� \\ \ 1 / 20%OF LOT SIZE 4,125 SQ FT
I NEW BOOP AND EXTERIOR \ \ \ I EXISTING SITE COVERAGE 3, 04 5Q FT
I WALL S RUCTURE:CENTER \\ \
',�% NEW PARTY WALL ON �N I \ /17
TOTALPOED ERAGE63SQFTPROPERTYLINE ., \ I \ ISITECERAGE3,-161SQFT`ry' :.
s "� \• `\ \ I GRFA ANALYSIS
y-__ ..
Ghantler Massey
l " S�
I ssf.,,,::::,;'-....V,-.y.;ic.5 ,„; sS ss -t#44. ' � \ DITCH I 46 Upepr Level 18 sc{ft 318 5c{ft
I Yr, sssssss ss= ► \ I I / Main Level 1,161 ea ft 1,321 5q ft
<ss� -- i / Lower Level 1,061 sq ft 1,595 S ft
I s sc yS ;;;::;;;"???.;;',??%;3',';`;',..., �\ 44
sS}SS \ I 41 Floor Area 2,540 s4 ft 3,234 s4 ft
1 r, '''';',',";%6',1.--c., -;;;.-.",;-::•;',?..;?;'-; .;;; ..„, \ \
I I Garage 525 54 ft 521 sa ft
LOT 1 1 z s s r s� Ss s s5 � � ;.� \\ \� �r 1 Bldg Area 3.055 54 ft 3,155 54 ft
��, SSsr ` , 1 LOT 3
" r . SS ss ,;S. -,.-:-.:•-„,,,,-.2,,,,„,_;„<,,,,,,,,,,,,,,,,,,,,,,,;,,,,....„-s '-' � I Total GRFA 5,114 s ft
l'4E<;.'?".4,4,14;2 ..;;;;;;;;;';';;;;;;.;.;,..•;;;>i;;;;;;;;;;
„sS�s;S "' % / I
IllI l: ,arm ,;S� ;S } .4,',‘'›..'.,,',.."'...5<-',.,,,,,,
Sc;,,;, \
I�7 I -, r f SS ,�SS �' ; L.> >c5•; \ \ / d I
1 ,', t; 5- .` , Esq `S .?4 \
/
sus s <?s SS Ss%', \
s S<, mss- ,r 46 I O \
1 •
scc, , f`' \\ I \
I r SS' S . ?SSS`S}'S-yS � •: , \ ' _ �J �/� \
'1,::‘:''''..';''',':,''R.'1,.,1<',.:2,';' -' }S SySS r J I i
1 .
M.
a t
SSS f ssss`'s �' \ ..,......::......\
� /
I '� ,, r SSSS r r S'c} \ I Z
--4,--"-;'-...--;,->::::;,-;-.'-,-¢ .1.4;,..,4.c,',.6-,,-,,,,n,„:;,,, S�S'SS rte.. ' / 54 7 i / I K
°ID I Si� <' r '?/''r ',', 5 SS r ./•. r'�,} I =
�" I _ r 4s`'�9 P. .r r:i, ' yS S� ', SS�S4' ,' \ O
SSS yS ; r . \ I 0
Z I S� f ,5 , , N \ 1 GRAPHIC SCALE
1 rS"!" .r rrSS>54 r N�\ \ \\ O 1
.NQ I 1"
1 ,r s s � r r`r \ I 0 lommimil0 5 10 20
r
--;'.44-y-.>;-- -;--,-----;•-•=------.>;-;'-;--;->-7.7.,-,--•--; .,,l•-•;--1,;;•=-.;-,.,-;-;-,•,-;--=,;;'---=--=.--- ---,1f.;-:;<,',.,;:,-,--;;-:;,;. .?;-•9‘;',-,5;',=,‘,?,= =. ;,-;, ,;,.,= ; . =,:;-;,-,;;',:';2,;-?.-/
- -- -,,-,-„„,-,-,,,,,,,„,„,,„ ,,,,„,,, ;,-.,-,,,,,,,,-- •,-,,-,„-,,,,'..:y,
---7,1 • • • .,-;:,--, -•- •.• -7•..-,
� r r SSissS 4s5 r j I ( IN FEET )
r ' :, / .. 'SSS s` s ' S �S'
I r .-'-,:,;7-;;;;.-:,,;:.;;,.- ) rA ->SSSSS' S<hs<^<'4. - I
r /(j �ss>-�; fj 1 inch 10 ft.
r ; SS` S r 'r S r /L( ---.:•-',,-,..,<7.54.,-'7f.-----'-;
EXISTING DRIVEWAY ARPON 4 DRAWINAGE s,_,.„,..,,,,,;,,,,,..._,,,,,,:„,,,>;,-4,„,..,,,,,--„,„.;,;.
I
SYSTEM TO BE REMOVED /���r� r r < I
I NEW CONCRETE PAVERS AND DRAINAGE 410:914444714.44,4,.../ ✓ '-;...•,-;-;,::;.--;,...:-...;,,;,,..:;,7-.'>,,,,:',----.c �Sr r ' {/ -A
-- 5'
SYSTEM TO 8E INSTALLED /`/./.L/././• . I
I rlrlrLlrlrlrlrlrlr/ ... ,. J � r
.L/./'r// "..4V//r//r/Ir/II r/Ir//r//r/Ir/I jjry S< 1 I \
/. /./ ... .r.IVIV ♦./. yryAS �'EL-,>;"--;.--';-1--::;,'..4=..-f— 444 i
I •LL/. / r/j�/Ir/j./h/L/L//r/Ir/Ir/Ir/L/jr/j
- - I .'4//4//�r� rl�Irlr/rlrlrlrlrlr/�/ , - SS _
EDGE OF PAVEMENT :/./..,/tee r/,/vr/././r/./r/ s. 4' 's44 ,-,-,5,-,,,,,,;,-,„-•.;,,,,---,-;,<,-,-; I
/`/�/�� // ALL/./././.. �! ' 4`,474,44t--r/ /:1... w l///////////`44, `//.`I�I /.4..7 oda '',';',1,4>;‘,%';','..,,,,'5<..';.'.;,".;';
;., S ,, c�SSSj; I
\ / / rI.LIr. /./ IV.LLI �S
.I.... /j l.L/./.CLI '� SASS I
.I�AIV•.LL/.''/•LLLLLA/.CLT
./I;.LI /•.hL��LI�LL/V.LIVV.LLIV.Ij
I I LL/././. .L/y./V.LLL/.CELL/ \46
�I�/./.CELT ./�LLL/.LLLL/././././ I
1 / /�/r/./� / /�/.LL/./././.CLI /./.
I / NEW ROOF v././o //// ./.L/././././r/./.l
.I SLI. ////////// `/�/I�/A/I�/I�/I�/I�/h41
FOUND PIN 4 GAP I / __��— PARKING`/ /z=/3`+:���/////////////�/�?/i���� NEV ROOF \� UTILITY DRAINAGE EASEMENT
I v./.�.//l�� i./i./ I
No. 5 REBAR WITH WASHER I / - /i:/i:/.,..://:/� \ I
`/•�/'�/�//�/ 48
v________________-
----- I -��/2 �49 I _ _
,,,,
/ / //
p / i
..„.. /
N 25°10'00" JAI - 175 - __ --
I FOUND No. 5 REBAR (DISTURBED)
124.45
IL- -�_ .-- 48'_�--_
----------- ---------� 49 ————\——— __
------------------------- --- _____ Site Flan
-----------
INVERT ELEV. 5541.2
--------------------
SEWER MANHOLE
�--
--------- Qp RIM ELEV. 8549.2
MEADOyy
EDGE OF PAVEMENT
LANE
(501 IR 0 J,N )
X1 . 1