HomeMy WebLinkAboutPERMIT 556 Aspen Ave Bedroom Addition 1995-04-24TOWN OF ESTES PARK
Building Department
UILDING PE IT
1k°
Date
BUILDING ADDRESS
Legal Description „zi A 741..oetc, it
01.011 41 OK_
0
N
11
NAME 7-0 b ?4,.(1
MAILING ADDRESS
PHONE NUMBER
B
u
L
R
Valuation
4r"
Building Permit
& Plan Review
Other
Certificate of Occupancy
Total
ovn-74?4,Fk'
NAME
ADDRESS
PHONE NUMBER :57 - .6" a 7mi TOWN LICENSE NO.
NAME
0
E T ADDRESS
C
" R.
(02, AV kr oi„,
Arch/Designer/Engineer
Name 4 ,e) - 4
TOWN LICENSE NO.
Address
PC
1. 0
UN
MT
B. R.
NAME
ADDRESS
Phone Number
ZONING INFORMATtON
TOWN LICENSE NO.
Type of Construction FR, FR, II 1-Hr.,
N, 1-Hr., 111 N, IV HT,
V 1-Hr.,
oneng District
BUREAU OF THE CENSUS ITEM #
Front Yard Setback
de Yard Setback
Occupancy Group A, B, E, F, H,
1 M
Div
u
n 1, 2, 2
4, , 6, 7
CLASS OF WORK
Rear Yard Setback
FLOOD PLAIN CHECK
New
Demolish
Alteration
Repair
Approved Disapproved
Addition
Use of Building
Remove
rre
Floor Area 312 Basement
1st
2nd Garage
CommentsFlood Zone:
x
By
ate
Size of Building
Height
Maximum Occupancy
Number ol Families N".e
Number of Baths
1/2 3/4 Full
Siza f
Number of Floors
No. Bedrooms
Number of Buildings
Now on Lot
Use of Buildings
Now on Lot
Certificate of Occupancy Number
lhereby acknowtedge that I have read this application and state that
the above is correct and agree to comply with all Town Ordinances and
State Laws, regulating building construction and zoning.
Permittee
y
,011,1 t
Building Inspector
By
The Building Department will make every effort to prevent errors in
your application arid permit, but cannot be responsible for your failure
to comply with all Building, Zoning and other applicable codes.
VALUATION SCHEDULE.
BASEMENT UNFINISHED . .
BASEMENT FINISHED . • 4
DWELLINGS:
AVERAGE V MASONRY . . * A 4 . SQ. FT. @
AVERAGE V WOOD FRAME . . . SQ. FT. @ 5 67;7
GARAGE:
WOOD FRAME
MASONRY.
OPEN CARPORTS, .
"ea
0.6.69 60.6
PATIOS OR PORCHES OPEN
PATIOS OR PORCHES ROOFED. .
„ -
• •
SQ. FT. @ /.5a.
SQ. FT. (a /41. '79=
SQ, FT. @ -.9=
SQ. FT. @ / Ze5z.
SQ. FT. @ IO77=
R
SQ. FT. @ (7,0c7=
. 0 A SQ. FT. @ 0.77=
OTHER F'<1 F F- P
,7
OTHER 01-/i7E
.1- Le) 6. - 7y.
0.
To-re-t L
,
ete,"
TOTAL VALUE
65)
. . . . . . . . . , . . . . . . . . . . . . . . . . , , . . . . . . . . . . . . . . . . . . . . . . . •
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1991 UNIFORM BUILDING CODE
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1991 UNIFORM BUILDING CODE
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ICROLLAMTM LVL & PARALLAIVP PSL HEA
FLOOR BEAM SIZING TABLE
GENERAL NOTES:
1, Table assumes a residential boor' loading of 40 pal live load and 12 psf
drotad load with, beam deflection lir-cited to I..../360 at Oive road, Forother
loading conditions refer to allowable uniform load tables on page 21 or
conta01 1015/ "rrus joist Mac MilOas r.eoresentative for asSistancei
The beam weight 53 accounted for in the table and does not need to be
included in the dead load calculations..
3. Table assumes a continuous floor rust span and a simple or continuous
beam span.
den Beam selectoons are based on the lower of 1.8E WS Microlam' L.V1.. or
MOW
(I.OL WS PatallamI EST desigro values,
Reduction in iive loaci has been applied in accordance w.rth UBC 2306,
2,2,5 NBC 1115,1 and SBC 1203.2,
• Minimum beam support to be double tritsmers (3' bearing) at ends and
rn 7l/fic bearing at imerrhediate supports of continuous spans. On IT' )WI§,4
ioor areas,. support beams with trl ){e trimmerto.i; (4)2' beano ) at ends and 11/I
5545
7. Beam 'widths cof 37I and 5Ii'lifray be one p ece 1• multiple pieces oriS
shown in the following chart:
irritaiE4PktDEPTHlh.o
IIIIStIelfIrAftf(rIf,(/
floot,"""44I,
rrfof
1,,,ToIlIz
Two 13/4"
One 31/2" or
Two 13/4"
DTH
IeAre"--
Three 13/4"
One 5114" or Three 13/4" or
One 3,/2" & One 13/4"
When too lo('J'rfed, fasten rosuOtiole pieces together with a r..stnirhum of two
rows of 160 nails 91 12" c..co Use three rows of 16d nails at 12" c.c. for
14," 16" and 18" beams. When side loaded see pacte 2/1 torconnection
of t'nultiple pieces.
o bearing at intermediate supports of continuous spans
wan'
"t'
r-
IIIIre„ ,,tise lit the
sure of the joist
epees 00 f11041:41Ies, of
thebem,
,
1D' '5,
3'12' I ""
0„ sirm x 9,55
3112' ' '2" 3155 x 1175"
51/4" x 915"
315° x 11745
514" x 962°
31/51 x 11716"
5,4" x 915"
315" x 11 6/5
54,4' x 962"
13112" x 1176"
5641 x 962"
315 x 117/6"
35,2„ x 1.17/8„
112:-
3112' x V1718"
3112' x 11118'
31/2" x 11718'
5414" x 117/6"
315.1" x 14"
564' x 117/4'
315" X 14"
51/4" x 11714"
3687 X 14"
,51/14" x 117/6"
362" X 14"
564" x 117/5"
3157 x 1411
51/4" x 117/8"
0,11165't1„:,(115,3tIlgi,1,1,:ig
14, ,
Site x tithe'
362" x 14°'
57d4' x 1175"
315° x 14"
574" x 117/5"
3151 x 14"
3,12,„ x 1.4„
51/4' x 14"
362" x 16"
5,56115; x 14";
' if X( ex
5/4' xxL41„;,,
71330(6/615
_6:54; x 141 )
531 5 1 251394,4486
.511451x14;xi
.."' ,
''5
5114" x 14"
3V2" x 16",
51/4" x 14"
3"/2" x 1.6"
514" x 14"
Citif' ff. 16"
544" x 14"
111111t5X11,56012I1141668,4151111b153161II:45"Ii25,1115,i,/5615511454556E51,5;A5111411114I154,631551,
884" 416"
IIIIIIiIiii4II1r
664" x 14"
56515/ 165,
664" x 16"
"le x t6"
I
51/4' x 16"
664" x t6*
' 564' x 16"
5 3 41,16115,,,u5
lil 4661551666260
564"x 16"
"555555F 545
IIII °I
' , f
IV
5"4" x 16
' 3,ti^ x t tri
564" x 16"
IffrOfffiiiiIIIIIIiii1f-IIIIIIIiir
5114" x 16
.,„
',,
,514" x 16"
0055/,56131,55415
56 " 81"
51/4" x 18'
5'W x 18"
564" x 18',
R
Non -shaded portion
indkcates area
ot load an beam,
DGE BEAM SIZING TABLE
Non -shaded port on
indicates area
of load on beami
36-0' Max. Assumed.
r
COLUMN SPAC1
ctt
4II'920L
564x774"
211114' x 912'
' - "2
'20i1f' 2sO
51142 711x
,3,12,x9iteIlexii,te
34/2, x 952n,
2,1/16"' x 91/2"
, "" .42451552025,031Y
2i°-IflI° / °I-10h.Vh4"4
51/4" x714"
3155 x 91/2"
2/16" x 9,0"
'20i
57/4 xX1/4"
3,/2" x 9,/x."
2INI x9112"
4DLtTIiOLI
21„,16,, x 117//2
Iti8201.
9,4x992,,
rifixiir„,, :
3112x911
51/4"„91/x
3112x91,2'
51/4' x 947/2"
51/4' x 911x8"
2.h„ x 1.. 1,14„
218181x9tf
.
Xx
3'12118'
" .
2911x11le2„1,4x//7.
312411 ^
lI/8'
311f X117/"
!,;,„ „rxxxxxvxmoll4"i9,910499
,x3,x11,
115"
,215115x54' " X 917"'
3112" x 117i4"
ie31;21117/1
ttrAre,5•1"
'
5, 4' ,X9112'
2,,6,,x117/6
731/x"x
,ij,' X111xji'',
nx
t5:5x117/17
15x 79151 1,4/le5. 5"1,5
31i"x11'0e"
211h4' x 14'
511''x1,":5,14,x,028,„5/4„x/vie.
31e:14
31/2" x 14'
37/4" x14I
,1,1451151/94"
ste x14,
fvex/4
siie x117/0"
31/2* X 14'
2"/ 4" x14"
VadatilitaraintiONIIIII2121610294.42/2
51/1x 1422,
55;31"i8IXiti*I '
21181511516"
3112,„ x ,,lt.,, ,
Iiii14,1i141IIIiIiiiI0WIIIIIIi!Ilr
f57f4X x W
' 119
5,71/:,1411,1,:,,,,,
, „419299,
,
,;XA.iitx kivx
7",*,,,,,,:re.;;,4/4
51/4" x 14'
041!,61 " ii 11:
31/e x 1 I ..,00,IffelterfilI4
reriblaiNilikehiffeefree
IA" x '
51/4" x14"
31re x or
....1„,,,'' :'1 :xl,
t011tlNils011441
51/4" x 16"
1,019,9,119II.,„
1 l'Ait'42112
''''''l ' ""if
514" x 14"
514"
,,,iiIII),,fIrIfIrI
3625 x 16"
x 56°°
73157 x16"
6",65.,.4 165-55
31/6"x1SI
564' x 16"
Il0terXII6X1551
Sox" x tir
345' x 18"
61moi x ow
sow x18"
51/4" K la'
....
.
GENERAL NOTES:.
1 Table assumes beam supports a. tributary width of 18 feet.
2 The beam weight is accounted for in the tahrle and does not
need to be irocluded in the dead load calculations
3. 'Table is based on worst case of simple or continueors spar..o.
4. Deflection Ilitoited to L/24() atNye IoacJ et L../180 at total load.
5 Beam selochons are based on the lower of 1.81I. WS
tr\a„_. or 2,0E °NS Pariallam' PST idesign iralues.
6. H'eduction Syr? load has been applied 41 acc orctlance with 1.,IBC
2306, NBC 1110.2 arid SBC 1203.6, for the bears sizes listrorsa
in the non -snow (125"Q) (0100112
7. Miniohum beram suppor.t to be double trimmers (3' ()coming) at
(ands and 7')I bearing at intermediate supports ot continuous
pans. Int fargqgareas„ support beams with triple trirr merit;
bearing) at ends arid 11V: bear ng al intermecli(rte supr)orts
continfrous spans,
8. For loading c onditicons not showro refer to allowable uniform
load tables on page 22 or contact your Tars froist MacaMillarr
representative for assistance,
9b3sfam widths or 31-2 araa Shi" may be one p Irce or multiple
pieces r31/ sitiown in the tollowirog ctoact:
HEA&I DEPTH
SW' &71/4"'
99/98434
Two 13/4"
One 31/2" or
Two 13/4"
DTI+,
Three 13/4'
One 51/4" or Three 13/4" or
One 31/2" & One 13/4”
When too loaded, fasten multipre pieces together wilt) root fflI 111 555 (5/
two rows of led nails fo, 12 co.c. Use three rows of 16d nails at
12" o.c. for 14," 16" and 18" beams. Whirr() side loaded see page
20 bar °maniac son rot meitipie pieces.
Page 2'3
UIL S ING PE T PLICATI S N
a
OUTING SLIP
OWNER oric4
Mailing Address
BUILDING ADDRESS/JOB SITE
LOT 2/ A BLOCK / / SUB
GENERAL CONTRACTOR ,St 1 - -
Mailing Address
ELECTRICAL CONTRACTOR C)i
Mailing Address
PLUMBER 0 oi
PHONE 46 7 DATE .3 -
PHONE
Mailing Address
OCC.#
OCC.#
0 C C . #
DESIGNER 0 t.A2
PHONE OCC.#
TYPE OF HEAT: Gas VElectric Other JOB VALUATION
DESCRIPTION OF WORK 73 4E: is? c,c ,q bi> /Dec ,V
I. PUBLIC WORKS DEPARTMENT
ENGINEERING
Remarks
Approved
Date
9
WATER DEPT. FINANCE - Water Fees Paid - Yes ( ) No ( )
Remarks
Approved
2. LIGHT & POWER DEPARTMENT
Remarks
Approved
DATE 3 / 9
3. COMMUNITY DEVELOPMENT DEPT.
Remarks
Date
Approve
4. URBAN RENEWAL AUTHORITY
Remarks
Date
7
Approved
Date
5. COUNTY HEALH DEPARTMENT
Remarks
Approved
6, UPPER THOMDf"
Remarks
Appr
7. TOWN
Rema;
Appr,
Mf,:F 7, TT
Date
LuMkkUITIVILVI:LOPMENI
DEPART ME NT
SANITATION DISTRICT
4o 7L4A-*Lt0
Date 3-
Date
L
lj
v
0
ELEV,47-(oN
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