HomeMy WebLinkAboutLions Ridge Filing 3 Block 2 Lot 24 INSTALLED BY:
SUPERIOR ALARM
AND ELECTRONICS
P.O. Box 2568
Edwards, CO 81632
(970) 926-8788
fax (970) 926-8790
QUAN . PART # DESCRIPTION
1 60-734-01 GE CONCORD 3 CONTROL PANEL
1 60-810-04 GE LCD KEYPAD/ANNUNCIATOR
1 60-821 -95 GE WIRELESS TRANSCEIVER MODULE
nsta ation of a monitored fire alarm system In one half of an existing duplex . 8 NX-491T GE WIRELESS SMOKE DETECTOR (19
Installation of a GE Concord control panel with LCD Keypad/Annunciators . 3 NX-495 GE WIRELESS HEAT DETECTOR 4
Installation of point identifiable wireless smoke and heat detectors.
6 PA400 SYSTEM SENSOR HORN LLJ ry
Installation of temporal sounding mini horns for notification . 1 P1270 7 AH BATTERY
Installation of knox box . 0 0 ✓ j
r_�)SCOPE OF WORK MATER ASS LIST <
Ld
LL-1 0
EK U
0
System Outputs <
�o o� �
Q�
6 Gj� < 4—
Jt` GO
P � Qty ot� ��,� `� •�o,� �`/P
TO 2ND
��� ��� ��� ��� ��' Q�\ •�.�`\•�� LEVEL �
System Inputs PG PG PG PG PG PG
13
1 Smoke Detectors X X L X X .�
2 Heat Detectors X X X X X UP OE
3 Notification Circuit Trouble
4 Low Batter Panel and wireless devices
KEY
5 AC Power Failure X X X X AK
6 Telephone Line Fault
SUBMITTAL PREPARED BY:
135' A
SEQUENCE OF OPERATIONS �1 F D
S
Alarm Design Solutions Inc.
8391 Delaware St, Suite 103
Denver, CO 80221
(303) 828-0802
Fax (303) 828-4381
0135'
F BEL,� ,��
NICET Fire Protection Engineering
Technology —Fire Alarm Systems
SYMBOL DESCRIPTION SYMBOL DESCRIPTION Certified Engineering Technician Approval:
FRCP FIRE ALARM CONTROL PANEL HORN
KEY LCD KEYPAD/ANNUNCIATOR FIRE DEPARTMENT KNOX BOX
FIRST LEVEL HAS FLAT CEILINGS Joel Blatt C.E.T.
_ - SMOKE DETECTOR (PHOTOELECTRIC) WET #103704 level 3
WITH HEAT AND SOUNDER
ADDRESSABLE AND WIRELESS EOL RE END OF LINE RESISTOR DATE: 03/15/051 SCALE: 1/4"=1'0"
0F ADDRESSABLE AND WIRELESS V FIRST 135° HEAT DETECTOR 135° FIXED TEMP LE ELFIRE PLAN REVISIONS:
PAGE NAME: FIRST FLOOR
L E G E N D
SWE N" = 1'4' FA — I
SHEET
1 OF 2
IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII IIII IIIIIIIIIIIIIIII
* H I S R E - 0 0 0 8
INSTALLED BY:
DESCRIPTION CLASS STYLE TYPE SUPERIOR ALARM
HORN CIRCUITS 8 Y 4 X18 AWG FPLR AND ELECTRONICS
P.O. Box 2568
Edwards, CO 81632
r_'\�WIRE CHART
(970) 926-8788
fax (970) 926-8790
VOLTAGE DROP CALCULATION
PANEL: GE CONCORD 3 LOCA11ON: SAWYER RESIDENCE
TOTAL TOTAL CURRENT ESTIMATED
CURRENT CURRENT CURRENT CURRENT PER CIRCUIT ONE—WAY CIRCUIT MR
AVAILABLE CIRCUIT CIRCUIT PER I I PER PER CIRCUIT OUTPUT WIRE WIRE VOLTAGE FINAL OPERATE
SYMBOL DESCRIPTION SYMBOL DESCRIPTION FOR DEVICES NUMBER TYPE CIRCUrr DEVICES QUAN DEVICE DEVICE REMAINING VOLTAGE GAGE DISTANCE DROP VOLTAGE VOLTAGE
1.000 Circuit 1 NAC 0.200 HORN 6 0.015 0.090 0.110 12 18 250 0.364 11.636 9.600
FACP FIRE ALARM CONTROL PANEL HORN PANEL TOTALS
TOTAL NOTES: NEC 2002 TABLE 8
KEY LCD KEYPAD/ANNUNCIATOR AK FIRE DEPARTMENT KNOX BOX POWER USED 0•090 Current draws are Average (RMS) amperes. wire gage resistance ohms per 1000 feet
WITH HEAT AND SOUNDER TOTAL All voltage calculations are in volts D.C. 12 2.01
SMOKE DETECTOR (PHOTOELECTRIC) CURRENT Voltagd raps are calculated assuming all of 14 3.19
ADDRESSABLE AND WIRELESS EOL RE END OF LINE RESISTOR AVAL: 1.000 the load is at the end of the circuit. 16 5.08
TOTAL Voltage Drop= Resistance X(one way wire Distance)Q) X circuit Aml 18 8.08
0135' HEAT DETECTOR 135' FIXED TEMP CURRENT SS=Speaker/Strobe W=Wall C=Ceiling
F ADDRESSABLE AND WIRELESS REMAINING 0.910 F-
W p%
r__'�LEGEND K__�VOLTAGE DROP CALCULATIONS U D
z 0 0
W U C)
0 <
ry Q�
C) W 0
W
Q:� U
11111110- <
� SLOPED CEILING � U
M. BATH CLOSET �
W U
CLOSET
BEDROOM 4 M, BED MM J
� 2 � —
�P / Q TO 3RD
w 3: <
LEVEL
/ Q
/ W
0
/ FROM 1ST J � 00 FROM 2ND / LEVEL � POWDER LAUNDRY
LEVEL / �p
013Y
DN UP DN F
2 BATH 4
OPEN TO BELOW SLOPED CEILING
CLOSET
SLOPED CEILING CEILING IS OPEN TO ABOVE KITCHEN
EOL LIVING ROOM SUBMITTAL PREPARED BY:
RE A
D
S
Alarm Design Solutions Inc.
8391 Delaware St, Suite 103
BEDROOM 5 Denver,Co 80221
(303) 828-0802
N." Fax (303) 828-4381
DINNING
NICET Fire Protection Engineering
DECK Technology —Fire Alarm Systems
ertified Engineering Technician Approval.
THIRD LEVEL FIRE ALARM PLAN-
. n_ I Joel Blatt C.E.T.
SCALE.114 – 1-�fl
NICET #103704 level 3
DATE:03/15/051 SCALE: 1 4"=1'0"
E N
ID RM PLAN REVISIONS:
D F L PAGE NAME: 2ND & 3RD FLOORS
SCALE.114°= 1'-0" FA — 2
SHEET
2 OF 2
72,,2„ :Z. 1
Jv OLa 'a-
GG 10 / ors 10 V
A-8 sNr a-4f
I
GONG RETAII`gi`16
WALL RE" STRUGT
I I - 5' GRAWLSPAGr= 5' GRAWL5PAGE O O
:Z
I 1 v I e" I f-f 221-
REr4"WALL M-AfY 5 Gone 5TW5 l O Q O
I i
i
3/41 4'•6 V2' I 41-2 3/4' i—-- ----- PLANTED REA
BRIDGE ABV RE= SITE P AN N
— 1 it
I --GRAWL5PAGE loo� -- --HEATED GON
I AGGE55 DO - GRAWL5PAGE STEPS & LAN N65
AGGESS DOOR 0 RE= 5NT A-4 F DIM -
Xo N 1 m
2' 14614 i on TUB SLAB ON 6RADE. in
RETAINING ALL I , I RE- 5TRUGT
RED SITE PLl Ml
I 1 N SPACE W-2 V2- 5�0" 2' 7`t" 131/22 15b V2" 5 U2" ----6x6 ROOF
X I I O 3 VT FUWM 51/7" 5 fi O POSTS - TYP
}
POSTS TT I + — BEDROOM #3 BATH #3 LAUNDRY FAML-Y ROOM O
- ' z x Ngw
WIN i I ENTRY A1DD�1MN �
1 I 266
T.O. DECK o DECK Q
Sol ` O e � EL 09'-10 V4' � POWDER 240 4b" 3 Vl" 4'-11 V2" 3 V' 5w n 1
In BB p
13 V'1'
"' H ,-v4 1_r a.� 1 s � fir.SC i $ NOTES: 4L
,L m
I "^
AVAM — °,� °�,� � O 1. ALL WINDOWS DIMENSIONED TO CENTERLINE U.N-O.Y ENTRY J
2. INTERIOR FINI5PE5 AND KITCHEN AND CLOSET
m I ! I + LO V2- LAYOUTS BY DMG 0 U O
MASTERBATI- - ¢ � p STORAGE ! ' ' ; � ! I I � � � RD
I K 5}�0" m 4'-4 V7- 6'-o V7- 3'-4' ' S''a" DN ' K, Ox �-� 3. VERIFY DROPPED GEILIN6 PEIGNT5 AND LOCATIONS
1 ,
I + V7- 3 3" 3" 1 f 3°6° I I in W/ DMG BEFORE FRAMING
Q m i v
%d
3" %4 ' I 4. SEE 5NT A-9 FOR WINDOW 5GNEDULE THIS LEVEL
� I I l !I TD. DECK •-
� V
V7- L I ' I I UP I p EL. 09'-10 V4" O o�c t — �'
b •7- I , I i m �
V2" I ! I I I I GEILIN6 DROPPED
3 V7'FLMMS BATH # _ TO 9'-O" (VERIFY) n
v2' S o r KITCHEN o �-
T SP �--- -1/2 WALL W/
G1.05ET r WOOD GAP N N
N i;o 7 21 " 3�-9" 7 TREADS 0 0"-51-10" 3" 1 O'-9- 2-r U, T79V V2"
Z4 of i
51/2' 1 AU* G WkF5 0 71,T-51-0 7/ 1 3 V7' 3 yr it
AA / (Tl•P WTW R12e I AA
-8 � 26EP I --
COLUMN FOR vn i - - - - - - - -
J
RIDGE ABV 49" I I
RE- STRUGT- vY 1 m
m I
A, I I
MASTER BEDROOM BEDROOM #2 (n I LINE OF GE►LIN6 I ��
I GREAT ROOM I BREAK TYP I Q`
i I RE: STRUGT-- --- -�
5 vT 2-r 3 V2" I TN-a" 1
Itz o v2" I
V w v
02
N
0 — "MAJE5TIG" 5N-42 I I _
FIREPLACE W/ - - - - - - - - - - - - - - - - - - - - - -
SE00NDARY -- 6A5 L06 SET
VERIFY ALL PM
® FREPLAGE I I
W/DMG BEFORE FRAMING
– - - - - - - - - - - - - - - - *
1 I m
-- --- - --- - - - -- - .- - -- - - - - -- _ - - - - - - - - - -- -
tn
VI-0Vr I PRIMARY
I 1 n 1- I i iQ I O - L �VF.�
I ---—�--- LINE OF BLDG 5 In P I
OVERHANG A O I p
I I BV I
1 I 5 vT C54, f=L..00f;Z PLAN
In ,
I - LINE OF DECK ABV
f
I 1/4" = 1'-O"
I {---- 6X6 DECK O O O O 1 �DEGK Q
I I POSTS - TYP DATUM ELEVATION:
I I 3L11' 4L0 V4- 41-0 V2" 41-0 V7' 41.0 V2- V-2" 71.6 V4" OL51/7
ELEVATION 100'-0" ON PLANS, ELEVATIONS AND SECTIONS
_ , �-- ---- -- - ------- ----- - - —_ - -- .--- - � RD. 4�, R0. R.O. 4V2„ RD. GORRESPDNDS TO ELEVATION BogO,_O„ ON THE SITE PLAN. p a
- i
2S/4' VT PERMIT SET=
•
OCT. 23, 1996
241-0'
NOVEMBER 19. 1998
7'11J1'
\ X \ Z'
v 1 \
iZ
NOTE=
ROCK \\ 1. THE SURVEY AN`D TOPO&PAPW., DATA II`IDIOATED ON T�5 PLAN
WA5 SUPPLIED 5Y INTERMOUNTAIN EN6MERIN&
4 \ \ �; -— ED6� OF GONG DRIVE - TYP O
2. DATUM ELEVATION, V U)
\ , , ELEVATION 1001-09 ON PLANS, ELEVATIONS AND SECTIONS >Jt
/ t n , CORRESPONDS TO ELEVATION aO9O%-0m ON TW15 SITE PLAN.
,SOD
\92��
SOD \ , \ W
IRo
O Q
� a090. 07 \ � NEAT�D GONG O
0
WALKAWAY,
PL-ANT LIST Q
HEATED G0INC-
. " �---`=--- --r-- DRAIN'TILE � O �
OD DRIVE r \ S 84' lam\ UNDER WA��KWAY U It
\ �,, SYMBOL QUAN. COMMON NAME BOTAI`6GAL NAME SIZE � _
�� \
X O
EDGE OF GONG - - _ OGI 9. \ ,, 87'!_ __-_,���-__.-_ED6E OF SOD PICEA PUN&ENS < Q
DRIVE - TYP ---- - - - ,` \\ 6 COLORADO SLUE SPRUCE 6LAU0A 8' 0
PROVIDE DRAINAGE _
SWALE -- ------- --1 —�-1 8q .� ° -r r \\ DFZAINAEot SWALE
I I _ 9.7 ' i ;' rr 78'� \\ �� ° 2 FLOWERING GRAB MALUS 3" GAL,
DRAIN TILE _,_- --r - \
UNDER WALKWAY---- �►- _---" ® . Y r , ` r� -- --- 1---- - ------ INTER �OGKII`l6 BRICK RETAINtly6
V\ \ _ 7r?' \\ WALL,, GONG STAIRS POPULUS
HEATED GONG WALK ----- X5017 I -a- I ` 8975 �� , r \ ; "r �-"I \ \ , , 9 COTTONWOOD AN&USTIFOLIA 3" GAL.
• I 1 ,� v \ ,
1 I i
74;
r 1 i\ \ i
_-ED6E OF SOD- ------- -- i J HEATED tONG
- - i , ' %� A , \\ STAIRS AND LANDINGS 6 LILAC 5 GALLON
GANG RETAINING- 1�tALL 1 - - -- - I 1 ` -- _ _ _ ` i \
UNDER 5P-1%E - -�---- -�� 1 -�`� r , _ _ ' 70�% , \\ GOCiG RE fAiNiN6 WALL POTENTILLA POTENTtLLA
O 14 JAGKMANNI JACKMANNI 1 GALLON
\�1,, \\ UNDER f�RID6E/ C()
2' I-IIGI-i I 1 - / �/- -- -� RID6�_\\`s ' 1 ` NE W.add \ `,v NOTE: ALL AREAS DISTURBED BY GONSTRUGTION WILL BE REVE6ETATED ,
BOULDER RETAA`IING-------�-- _ 1 �> - - i 1 , , O WITH NATIVE GRASSES O
i 66 \ X
` - -151 ZO&E- ABO- V-E- - _ - - ' I ' I \ _ - I i � 64'
` , •� T Y 1 SQUARE FOOTAGE GALGULATONS Z
rA 1�1 � � � 1 �, •�, __.- r , , 1 1� � 621 \ -, , .- 'R A RY S CONDA R Y O
I I 1 1 '" � - , ' 95.61o,' �� 1 �►, ;'\ }\ LEVEL 3 416 50 FT LEVEL 3 995 50 FT V Q
107.2' �� _ LEVEL 2 1.385 5Q FT LEVEL 2 °137 5Q FT
I 1- / ® RIDE __ ► 1 \ \ 4C
64' I 1 _ - -- _ , 1 \\ , ` \ LEVEL 1 1,020 SQ FT
-- - - - - - - - _ - - - - - - - -�- - t a ��' 1 )-sVEL 3 - 6090.01,
--- ► y \ , \ \ 4C v Q
- - ► 1 \ \ TOTAL 2,621 5a FT TOTAL 1,932 50 FT
1 I 1 105' �� ��� LEVEL 2 - 607`l;q� ���\ '� ` 1 \\ �i ` \\ , (� Q V
V , / ___-�/ LE 1 = 806°1.7 6AfRA6E 497 50 FT 6ARA6E 433 5Q FT " ' •
95.x' f , D
„0 \ SITE OVER AGE= 3,532 50 FT �1
697'
r - - - - - - � 15,_0„ � ' 1 � �-- � �� � �-- -------D�GK Ap�
\ \
78' >�" I --- ROOF AB// TYP Z
A
76'1 O _ - " I t DECK ABV �-y 1� '1. LET 24
Of
74t - _ I ' 1 - - 6OULDERRETAIiylN6 �� r�542.76/5QUA,PF FEET
- - - - - - -- - - - - - '1 0.40 AO �
721 - _ i , '\
-- - -- - - - - 70,
� / / i '
. - - - - - - - - - - - - - - - - - 1 ' �,1 . - I I _ - , - ' _ - - - - - - - - - - - - - - - - 1
- -.. -,- - - - _. - - - - - - - - - - - - -i .+.�..- - - - - - - - - J- _r--'- - - - - _- -- - - - - -. _�� - - - - -=-- - - - - � - - - _ - - _ - - - - -� � '
-- _- - -- - - - - - - '- - 66' - - I ' � -' ' � / 0�0
SITE & L.ANDSOAPE PLAN
O�O G12APNIC SCALE
o s n 40
- - - - - - - - - - - - - - -
.._..r---.-_.--.,.� ---- --_--------- ---'-_-------_- --3=----T--- _.--=-===-- - s=------ -_-----� = -- ---- ---------•----------- - '
94 FEET
-
b ft.R1065 1R04 h (50 inch
a PERMIT 5ET:
OCT. 23, 1996 t,
CONTOUR EL5VA`7101 Y ! 2 FOOT
PO
00� G AUG 2 3 1999 .0 �D
�P `ti
Qv A
-i7oral,� � Yid °� 32A c .P S3
C30
oNg
\ O
RETANING I 18.21 �? . , ! \ 'o. 2 LOT 23 z v • v
WALL I .: \ \ I F
tat FLOOR o \ G•��. U E 5 a
�o
WOOD DECK
°
z >0 0
3
Z I �r81
10
1 L� E
IAJ
QIY
LOT 25 157'
FZ
r
Ln 1st
tZ
7,,,1 WOOD 2nd FLOOR /1Q a _
-! d BOOR �� WOOD DECK /`� L Q
• p Im I 2v DECK EE= 5.9 \
I L = w
I \
JLJ LOT 24 \ C' a
I I \\ ` Mo 0
z o
I \ I hereby certify that this improvement location certificate was prepared for o
Dauphinais – Moseley Construction, that it is not a land survey plat or improvement LU z 0
I 15' BULIDIN_G_SETBACK _ _ _ _ _, \ ` ( surve lot, and that it is not to be relied u on for the establishment of fence, U J
L — — — — — — — — —— building, or other future improvement lines. p Z z z
O O 0
15' UTILITY EASEMENT o
I further certify that the improvements on the above described parcel on this date F � h 0
July 30, 1999, except utility connections, are entirely within the boundaries of the Q o UJ
N89'27'25"E 160.00 parcel, except as shown, that there are no encroachments upon the described m o
premises by improvements on any adjoining premises, except as indicated, and that _1 v' w
there is no apparent evidence or sign of any easement crossing or burdening any W
RIDGE ROAD (50') part of said parcel, except as noted. W >
This certificate does not constitute a title search by Inter–Mountain Engineering to W `" o
determine ownership or easements of record. For all information regarding 0 o z
easements, rights–of–way or title of record, Inter–Mountain relied upon the plat for Q J o
the LION'S RIDGE SUBDIVISION FILING NO.3. ( ~
i
\z
NOTICE: According to Colorado law you must commence ' ;>';s,<<, 8/6/99
any legal action based upon any defect in this survey
within three years after you first discover such defect. In uone D. FeMffgeV_fkE. P.L. 6 �R�9T 0
no event, may any action based upon any defect in this tpa mom _ 98-0269S
survey be commenced more than ten years from the : 26626 '°; - =w.a•
date of certification shown hereon. : 1 Of 1
T 1..
60
'i:l �s
%K
POO
e o
A,,
Izz a
in
G
a I .LO
CONCRETE I LOT 23
18.21 Z J W =
RETAINING
WALL I ;-- - \ \ J• F y o o g v
o \
1st BOOR G r v
W000 DECK
Ao �� Z °ESv` '°°
N
I 9
•� w IQ 16.0 1\ s�,' N s
r I m ` �Fy�X 0 �o t
"p"°.... .r.0
L }'� '`6 4 �m
OT 25 -\ �5` 1 °E;
Z w 32�' a �' t PECK a s
Io
2nd FLOOR
-i B \ w00D DECK
l 2r• OOR� DES 0--W95.9
I�f LOT 24 \ a M
I � \ o
I \ I I hereby certify that this improvement location certificate was prepared for 0
Douphinais - Moseley Construction, that it is not a land survey plat or improvement W z
15' BULIDING SETBACK ,\ ` I surve plot, and that it is not to be relied upon for the establishment of fence, 0 F }
— — ———— — — — — — — — — —— — — —— P
• building, or other future improvement lines. z �
0
—_ 15' UTILITY EASEMENT
1 further certify that the improvements on the above described parcel on this date 5 a
—N8 July 30, 1999, except utility connections, are entirely within the boundaries of the Q o
• 9'27,297 160.00 parcel, except as shown, that there are no encroachments upon the described D
premises by improvements on any adjoining premises, except as indicated, and that J U' W
there is no apparent evidence or sign of any easement crossing or burdening any � 5
RIDGE ROAD (50') part of said parcel, except as noted. w o
V)
M
This certificate does not constitute a title search by Inter-Mountain Engineering to �tl z 0
determine ownership or easements of record. For all information regarding ® 0 z
easements, rights-of-way or title of record, Inter-Mountain relied upon the plat for -' 0
the LION'S RIDGE SUBDIVISION FILING NO.3. 7- `
f OR-By
PWH
'CAL
1. = 30.
NOTICE: According to Colorado law you must commence ATE'SS_F, 70/7/99
any legal action based upon any defect in this survey
None ehringer` & L. pROecr
within three years after you first discover such defect. In c.^ 98-0269S
no event, may any action based upon any defect in this
survey be commenced more than ten years from the
date of certification shown hereon.
spa �
�0
G oo Z.
00111 5 i s
•� �, Sb s~
• h -
taA :o
A � � �0
A-1 \ W s
�a
I \
CONCRETE I ,8.21 ,�� mss\ �o ti LOT 23 Z
RETAMING � \ o �owo
WALL I. F
•3r
1 st FLOOR o \ G
WOOD DECK \ 10 Z E°
.o prom
w
Via IY t L F
i• IQ 18,p \ y��. m„°.En LJ
0
Ld
LOT 25 Y'
v3o
Lo N =1 r
Is t F►ppR o a t
N
to �• 2�.1' w WOOD DECK ` 2nd FLOOR
J 2nd FLOOR WOOD DECK ~
wow _W95.9
I
ICI LOT 24 \ a 0
II \ U <
� \ o
I I \ I hereby certify that this improvement location certificate was prepared for 0
Douphinois — Moseley Construction, that it is not a land survey plat or improvement W z
I 15' BULIDING SETBACK _ _ _ _ ` I survey plat, and that it is not to be relied upon for the establishment of fence, U
• L— — —— — — — — ^ —— — — building, or other future improvement lines. Z z z
15' UTILITY EASEMENT ° N o
• I further certify that the improvements on the above described parcel on this date 5 0
July 30, 1999, except utility connections, are entirely within the boundaries of the Q o
N89.27'25' E 160.00' parcel, except as shown, that there are no encroachments upon the described m o
premises by improvements on any adjoining premises, except as indicated, and that --I V) W
there is no apparent evidence or sign of any easement crossing or burdening any
RIDGE ROAD (50') part of said parcel, except as noted. W 2
2
This certificate does not constitute a title search by Inter—Mountain Engineering to a 0
determine ownership or easements of record. For all information regarding 0 o z
easements, rights—of—way or title of record, Inter—Mountain relied upon the plat for d J 0
the LION'S RIDGE SUBDIVISION FILING NO.3. CL
DRA*1 B+
PVM
J
_AE '. M
NOTICE: According to Colorado law you must commence 10/7/99
any legal action based upon any defect in this survey
within three years after you first discover such defect. In Duane ehringer & L. _ , RROgg-°°0269S
no event, may any action based upon any defect in this = =^°r
survey be commenced more than ten years from the R ��
date of certification shown hereon.
4J If?
;�.
Lc,
��� �
GO / 14 P P.
PG\�� `tip. o o •c� . a
tx .O 1`1;00 G�
(0 PNq
IIrvoO� / �
CONCRETE I" .I LOT 23
RETAINING 18.21 Z "
WALL I \ \ �,+��. F •°i °•.
10 A. U
woD 1o� oEac w \�G\� C �
(n o o=o
w 3 ' '6 ' �y°moo•
a� I I \� ,�'
LL1 IY J
n
I w 0 _ t
15.1'
LOT 25
L10. P
LO
It a6.0 h Z =o.� r° a
1st R o EC
Al
- m WaOD � 2nd FLOOR
r-
• I�
2nd�aOR 11 \ `WOOD DECK
O Im l Lwp00
I
QD
IJ LOT 24 \ \ o
LL 0 Q
\ \ °
I \ ( I hereby certify that this improvement location certificate was prepared for z 0
I Douphinais — Moseley Construction, that it is not a land survey plat or improvement W —
I 15' BULIDING SETBACK _ _ _ _ _\ ( survey plat, and that it is not to be relied upon for the establishment of fence, U }
I-- —— — — — — — — — — — — " —— building, or other future improvement lines. Z
• 15' UTILITY EASEMENT rn
• I further certify that the improvements on the above described parcel on this date > a
July 30, 1999, except utility connections, are entirely within the boundaries of the a o F J
• N89.27'25"E 160.00 parcel, except as shown, that there are no encroachments upon the described (� D
premises by improvements on any adjoining premises, except as indicated, and that —I V' w
there is no apparent evidence or sign of any easement crossing or burdening any
RIDGE ROAD (50') part of said parcel, except as noted. W 0
This certificate does not constitute a title search by Inter—Mountain Engineering to 11 z 0
determine ownership or easements of record. For all information regarding 0
easements, rights—of—way or title of record, Inter—Mountain relied upon the plat for tic J
the LION'S RIDGE SUBDIVISION FILING NO.3. ( ~
oRn 8n
PM
NOTICE: According to Colorado low you must commence ATE 10/7/99
any legal action based upon any defect in this survey t `'
within three years after you first discover such defect. In Duane a ringer L.
_ �R 980269S
no event, may any action based upon any defect in this ti
survey be commenced more than ten years from the b B
date of certification shown hereon.
L. ,1
TV
f ; t '
\ X \
' \ '
IiZ
Q
♦ \ NOTE= -4
ROCK \\
\ r I THE SURVEY AND TOP06RAPPIC DATA ATED On THIS PLAN
EDGF� OF GONG DRIVE - TYP WAS SUPPLIED 13Y INTERMOUNTAIN EN6R`IEERIN6
CID
/
Co
2. DATUM ELEVATION, C') v L(1
CORRESPONDS O ELEVAT ON 6090-0 ON TUNIS. SITE PLAN.
\ / , / \ az
SOD ` `SOD \ �
11A W_ Q
lop
Q >l, � Lf)
__ _, 'NEA T D GONG
�\ / / \ , , ,/ '�
WAL.rKWAY, J
OD (--HEATED GO/NCI \\ \ 5 , - \;�� —_- , DRAIN TILE PLANT LI5T
DRIVE \ 64'1 i \ /
UNDER WALKWAY �OTASYMBOL OUAN. COMMON NAME MAL NAME
SIZE Qk �
EDGE OF GONG - — g q \-/ / , �- \ -�D6E OF S0�3 Q Q Q �
DRIVE TYP --- \ �` _ , \ 6 COLORADO SLUE SPRUCE 61LAUGAUN6EN5 g Q ,
PROVIDE DRAINAGE 6 ° _r--r�, r ' \\\ \ -PROVIDE DRAINA9t SWALE
SWALE ------- --_ r_ r—
9.77 \ , ` ° 2 FLOWERING GRAB MALUS 3" GAL. �
DRAIN TILE _,_ _ " . ,
UNDER WALKWAY—— _ r- r �` /� �' `\ i --,�--- --- � I�ITERh'OGKII`I� BRICK RETAINING
50D I I ` ' \ �' 76' ' / WALIf UNDER GONG STAIRS POPULUS }
HEATED GONG WALK ------�--�- i ► �` 6°L75' � ��� i `��,� \ 9 COTTONWOOD AN6USTIFOLIA 3" GAL.
-- - _.EDGE OF SOD - - - —-- I 1 7 / \ / \ O
1 — ` , , — ---- -- -- ,
� „ �---HEATED r;ONG ," OC
I_ - . � ` i /\ , \72, ' \ STAIRS AND LANDINGS Oai. E- �
\ / \ 6 LILAC 5 GALLON L� I LU
GONG RETAINING WALL - I 1 `� - -- - - --r- / �/ / - V �\ , \\ ,` a
UNDER BRIDGE - — — --- + I 1 r '` \ 70' \ , _ POTENTILLA POTENTILLA
-- --- -- -,- ---------- GONC, RETAINING WALL
►� - ,/ , �� UNDER BRIDGE/' O 14 JAGKMANNI JAGKMANNI 1 GALLON
j 1 ! �`�` 11 / ; / ; ' ; ;A\\ i \\ , \66' . \\\ ;
2 N16N i_ _ _ _9 RP&E- � / / � NOTE: ALL AREAS DISTURBED BY GON5TRUGTION WILL BE REVE&ETATED
BOULDER RETAINING-____ �_ I t -�> `. / ; - ; / Y\ , \ , , ' \ o WITH NATIVE GRASSES Q
A __, V
BRIDGE ABOVE :=-��_= �` _ - - - - - - - , � , .s' -rrr- ► 1 �\ ♦ �\ '
1 Q
- - - - - -- -- -- - ia` ► , , 1, �`\ / , ` ,\ 1 - \ ,; 64', \\�/ 50UAFZE FOOTA6E GALGUL_ATIONS J
- , ►\ 1� \ 62 /' \\\ PRIMARY SECONDARY O D
/ i ► �' �-r` �� 61,' ,' i a� `\ � �\ LEVEL 3 416 SO FT LEVEL 3 q°15 SQ FT v Q
107.2 / 0C
® RID6� ' LEVEL 2 1,365 50 FT LEVEL 2 937 50 FT
64' ► i , _ __- // 1 �\ , \\ LEVEL 1 1,020 SO FT Q lV
- - - - -- - - - - - - - - - l- - ` ' ► EVEL 3 8090.0"
�� 1 / 6�1T ► \ \\ �� ♦ \\ o TOTAL 2,621 SO FT TOTAL 1.93250 FT LV
I 1 , 105' �� ' LEVEL 2 - 607q.9r `1 , - 1, 1 ♦ Q v
Ems' _r L_EVEL�1 - 606°1.7' ' 1 \
\ O 6ARA6E 4°17 50 FT 6ARA6E 433 SO FT
- - - - - - -- 62' - i t 1 1 = °5-6' t .,0'� ♦ 51TE COVERAGE= 3,532 SO ET �1
I IL
do
I - DEeK Ap'�/ \ ' \\ . \\ of vats a1w
1 _ J / Town CorRw
I
BuNd
76' ROOF ABN1 TYP \ \\,' ♦ -L \\ i PMT NMOIMrF Fine
♦ \ I voroved 0 n
+ , Darned 1;7 r.
76'1 O - i I -- -- DEG(< ABV ,� ,\ \\ , \\ 3
- - - - -• - - - = + - f . ' LOT ,24 \ \ \ , '\ I Vaualty of Permit Q
O _ I - I __ , Sec. 303 (c) 19 U.B.C.
74' I I 2 "NIGH , 17.°342.7G�5QUA�`zF FFFT ,' \ \ ' \' permit or approval of plans and
_ -BOULDER RETAINING The tssuanoe or granting of a
/ soecrflcations shall not be construed to be a permit for• or an
i i approval of, any violation of any of the provisions of this code
A 3, of any other ordinance of the jurisdication. The issuance of
; permit based upon plans, specifications and other data shc.'
,,)t prevent the building official from thereafter requiring the
_ - -- - - - 70' — — I I - - , / \ \ , ' �rrection of errors in said plans, specifications and other \�
- - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - -- - - - -1 - - -J— — - - - - -- - - - - - - - -- = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -r - - - -- - - - - - — ++.1
661 60
_ OFF C
SITE & LANDSOAPE PLAN
- �0 G2APNIC SCALE
00 --- - -- - - n o i n m ,0 Is
-- ---�... : --------- .���.--�-.�.� �.�.- ----�� _ ..G---=--- s-- --J--=�-7-
--'----r-��r-� �-- .�- - - - ------- .--- -
- - - - - - - - - - - - - - -_ - _ -__ - - - - --- - - -- - -- -- - -- « - - - - - - - r
-�- - - G�` : - - - - -- - -- - - - - -- ( IN FEET )
I inch = b ft. r
aC
PERMIT 5 T=
OOT. 23, 1996
CONTOUR FL 6 V TION - 2 FOOT
UFO JL__
Zw
O
45"1'
Q
20-7 24'-7"
V '
- ---- --.---- --- - -- - - ---- -- - - -- ;- -- -- -- -- -- -- - - --- - - - -- -- -- - --- - - - - - -- - -� 0
I i i v U1
I
I • i I W )
I
I \
QQ) O
I
j � J Q
I O
1 1
1 6ARA6E TWO I
I LEVELS ABOVE I
' I NI
I I
I 6'-9 V4" I 9'-2 3/4" 3'-9 V4" �
I II
I I
I
' I
' 221-P all
10 10
II
I I "
I ¢ FILL UNDER SLAB I �
I 49 FAMILY ROOM ABOVE
, I
' 0
NOTES: v
I a I I I 1. ALL WINDOWS DIMEN510NED TO CENTERLINE U-N.O. O
I - - -- - - - - - - - - - - -
I 5 O AGE 2. INTERIOR FINI51-�5 AND KITGNEN AND CLOSET
I _ I LAYOUT5 Y DMG
3 " 5�5 v4" 6 n v4" r SPACE " LINE OF 8'-0" CEILING
3 V2 3 R1RR8�6 DROPPED OVER I m 5. VERIFY DROPPED GEILIN6 NE16NT5 AND LOCATIONS
I m 5NOWER AND TUB I W/ DMG BEFORE FRAMING n
in
— 3%V„ 6'-r 1 ou� r SPACE c � 4. 5EE 5NT A-9 FOR WINDOW 5CPEDULE TP15 LEVEL �
I- - - -- - - - --- - - -- --
I T.O. DECK
I P EL 7" VT r 60
4�0" I
I 5 ---- 3 V2"R1�fy*
I -- 5 VT I
I ---- I
in
I MA5TER
I
oo CLOSET MASTER m _Q0
BA � #2 / �_- -- I BATHROOM +- O
A 8 I r 5PAGE V-1 3/41 �246e 3'.6" ' 6'-11 V4",Z �, 1T 3" 310 M ' A A Q
5 V2" -3 V2" m 5 V2" 6t-0'V 31/2" J
3 V2"FU Pm4ft
�� � � I -- P, - 6X6 DECK
I CLOSET m �� P05T5 - TYP
I
' % LINE OF
ow
I ^' 7�6 V4" 3 3"1" / MASTER E 1 DECK ABV (�
e BEDROOM O V
I
T 5PA6E 10-11 3/4" 5 VT 1P 3 3/4" 5 V2" 15L6 V2" a - STEPS TO f of 1 10 10 1 GRADE
I 3 VT RF44* 5 I
- - - - - - - - - - - - - - -- -- -- ---- -- - --- - - - - - - - - - - - - - - - - PRIMARY
BEDROOM #3 BEDROOM #2
- ---- -DN
7L2 9/16" 21-7 VIV 2b 15/16 6 VT
R.O. RA. 10 FLOOR PAN ''^^
1 11 1% 1%
m ' V +
Z
A s j B T DECK >1 1/,4,,, $ 1,_O„
0 o
_ - ► DATUM ELEVATION: �-
e-w 3/0" 1P 7 v4" ELEVATION 100'-0" ON PLANS. ELEVATIONS AND SECTIONS Q W
I i r CORRESPONDS TO ELEVATION (5090'-0" ON THE SITE PLAN. O O
I I m
--- 2' R61H DOULDER -- -- - - - - - - -- -- - - - - - - - - - - --- -
-�I
RETANN6 WALL
RE" 917E PLAN
2 3/4" 1F3" 4'-'r 31-9 V4" PERMIT SET=
OCT. 23, 1996 ... 2
3r-7" 247" 16w"
f' ORI61f l4LLY 514T 721-7 OF 10/2/90 D99 SET
- z
'72LT Zw
GG DECK V
-8 W-54T A-4) Zi
i Q �
GONG RETAI MN6 I Q 0 U)
WALL RE:
I I 5' CRAWL-PACE 5' GRAW1-5PAGE o o
I
v
22'-1P 3'-6' J. 3'-6" � o
RE Mft WALL PLAMNZ5 COhG STAIRS
I I
I I
I I
2L2 3/41 41-6 V2" 4-2 3/4'
- - - -- - PLANTED AREA
LINE OF RE: SITE PLAN
BRI06E ABV -
I —GRAWL5PAGE /p E - ---NEATED GONG ly-
II II � ACCESS DOOR GRAWL5PAGE 5TEP5 & LANDIN65
AGGE55 POOR---- 0 �� RE: 5NT A-4 FOR DIMS,
0 ti N,
s
2' 06+4 PEI _� � �' TUB SLAB ON &RAVE r' _ UP - - -
RETAIN�Mn6 ALL I I RE STRUGT
RE: SITE PL n
I I a„ SPACE 1411 VT 5L0' 2" -r-P 3 VT 15L8 V2' 51/2n --6X6 ROOF '
6X6 DECK 1 + O_ 3 V2"� 5 5 ' O POSTS - TYP
P05T5 - TY - ---t-- -- I BEDROOM #3
I I PATH #5 LAUNDRY % - FANILY ROOM � o
e.
ENTRY �U I-
I \ T.0. DECK V DECK
EL- d9L10 V4' 246P 2'�ff 4'-a" 3 vT 44 V2^ 3 V2' S'-6' J o
POWDER BB (�
VT — - — 4-a V
o �11. ALL WINDOWS DIMEn510NED TO CENTERLINE U.N.O. W O
I Q VAIN r r ENTRY J
2. INTERIOR FINISHES AND KITGNEN AND GL05ET o
' - 5 I AGE w vT �" LAYOUTS BY DMG V
MASTERBATN ¢ TOR ► I m R.0 DL Q v
vn I p i (\
41-4 vT 6Lo v2' 3L4' � 5`"�" I I �' m �r' B. VERIFY DROPPED GEILIN6 NEf6NT5 AND LOCATIONS V �
1 1/T 3 o W/ DMC BEFORE FRAMING ^ J n
" L1L �J
I of
4. 5EE 5NT A-9 FOR WINDOW 5r.,PEDULE TI-M5 LEVEL-
(9 �(
F fi S t I tT-0- DECK �l
a
14
1111,01 1 VT
1 UP I El 09'-10 V4'
t s I
VT - I I GEILIN6 DROPPED J
3 V2'F11RWI'16 BATH ' c TO 9'-0" (VERIFY)
6'6 VT V2' r' -`0 KITCHEN Q Nt
"' `-- -V2 WALL W/
r -`� CLOSET N WOOD GAP N 10,\ ' �Fp m 2" " 3t-9" 7 TW=J1D5 i 10"-5'-10" 3' j aL9" 2�-r 5 v2"
10 m
51/2' LAI'DI'16 a RISERS 0 76T-5L0 7/ I 3 " AA o
(TYP WTW RUNS) I
A-� COLUMN FOR S ��
Wv6E ABV \ �" I I
RE= STRUGT-
m
MASTER BEDROOM BEDROOM #2 cn GREAT ROOM I LINE of GEfLln6
BREAK TYP Q
m I i RE: STRUGT- --
� 5 VT 16'-7"
'-r 51/2" 11'-0" I
1
I " I I DIi`NN& ROOM a 4 b (\R' 1
�' O2 � V
j --- "MAJESTIC" SN-42 I 1
� FIREPLACE W/ , — — — — — — — — — — — — — - - - - - - - - - m
�
SECONDARY 6A5 L06 SET I F I
VERIFY ALL DIMS I I m
n m 0 FIREPLACE I I O at
W/DMG BEFORE FRANMNK I
— - ---- -- -- -- ---- 1 I v
- - - --- - - - - - -- 4- - --- - - - --- - --- - - - - - --- i--- - -- -- --- -- - o 0
OLT IoLo VT ! I z PRIMARY �
I I
LEVEL. 2 w
I -----1- — WNE OF BLDG 5 VT �'-r I oQC
I I OVERNAn6 ABV i io 5 1/2' O I
i �-- LN`IE OF DECK ABV �
Loo ��AN
1/411 s 11-011 Q
I - -----�--- 6X6 DECK O J O5DEGK Q w In N
P05T5 - TYP Y DATUM ELEVATION: �
I 3113/x' 4`-0 VT 4'-0 VT 4LO V2" 4Lo V2' 3"1 3/a' 7'-6 1/2" M 1/2" � �� ELEVATION 100'-0" ON PLANS, ELEVATIONS AND SECTIONS �( U W v
- - - - ----- -- -- - - -- - - - -- - - --- - - - - - -� RO. 4VT R.O. 8V4' RA' 41/2" RA. « CORRESPONDS TO ELEVATION 80°10'-O" ON THE SITE PLAN. o O w O
I i I
23/4, 14LO cK 3/4' PERMIT SET:
OOT. 23, 1996 ....
3" ULM W-C
w nur
Joe
i
72L?
lb
iF 0° 45'1" lbti 0"
HEAT-90,CONCRETE 3/4 231-6 V2" 2 3/4"NEATED GONG in Q)
DRIVEWAY - WALK T
HEATED GONG PO ROOF
POST —--------
WALKWAY — — — — —
1!-6' ly,p• POS ROOF - 2'-4" 9�P' 1-4" 9'0" 2'-4°
"i 019? HN opm PIN 0PN6 m
18'-0" X IL-60 H*H �
2bi6b ,T.O_.SLAS Of-O" X 7'-6" WP4�� °f-O" X -P-6" N*W 2b66 � v lit
{` "EL.
(VERIFY W/STRUGT) TA. SLAB �� I I p
! EL. 999.9 114' I 1
(VERIFY W/5TRUGT)
C___-GONG. SLAB - SLOPE DN W
1/6" /FT TO 6ARA&E W O
DOOR RE= 5TRUGT -� 0
b
---- - --- MTL PIPE RAIL O
51/2" 20►-f 5 V2' � 23'-f � 5 V2°
-- ---- ----- - - PLANTED AREA Q O
RE. SITE PLAN �(
9 &ARA&E &ARA6E >rs Q t,
�-
--- -----— - - - PEA] GONG
--GONG SLAB - SLOPE O STEPS & --A
O
Vd" /FT TO GARAGE
DOOR RE STRUGT --�} LANDIN65
r,"•,",•,i r � PLANTER STARS
p1�IVt7G O � X& X )r � �
- FOR NEGHrgGAL EQUIPMENT ------ -----t
0 ® a
5t 0' 4'-0° '1'.O. SLAB y 30" X6' X 1d" W&W GONG
�0, 1 TA. 5LA8 FOR MEOWMAL F-QUIPNENT —
BRDfsE e1 EL. 100'-O" m E 6 In
a --
W
DRY - ----- - - , fn
o � t fn
R
o S 1/2" 13'-9 V2° �AI�DRY 31/2" \ 6'-0" 2" 3'-6" 5'0" 3 , 14LM ! I ww
KK
� 2460 5 V2 V2° 3 GL-05 #4 5 v2" �►
QA -
BEDROOM #4 /
laLim ULM
FAMLY ROOM
� --ROOF BELOW- I ( R
a
'o% 246b PWDR �'
m t all/
DN m I - LINE OF ENTRY $ NO ES- v
" I ! i DECK BELOW T
2466
�(� I - � d► ~ _ \\ 2 6 jqATHROOM � O � 'I 1. ALL WINDOWS DIMEN510NED TO CENTERLINE U.N.O_ �C
Q Eh - - - Q _W J
ENTRY - 2. INTERIOR FINISHES AND KITGNEN AND CLOSET Q O
V2 WALL W/- - I ° • t LAYOUTS BY DWG
PECK - / WOOD GAP - • -- - 6-M van `+C
- - i- -- - -- - - - - - --,
ON / / 3. VERIFY DROPPED GEILIN6 I6
NENT5 AND LOCATIONS
TA. DEGK / O O I W/ PM-. BEFORE FRAMING
EL. 100-o" - - - ' -
I 7 TREADS alp 0 I 4. SEE 5NT A-OI FOR WINDOW SCHEDULE THIS LEVEL
J - 3� 5'-0" 41-0" 6'�1° S V2" !
-�C b R13ERS 0 76f•5%-0 7/
3 V2" 3 V211 5 V2" 3 V2" 1 > �-
GELIN& DROPPED
3 r TO 9'-01' (VERIFY) F
r O ITG�N in
1
41-7 51/2" 24"1' I i
9 V24
LOW WALL W/ ;� I
AA O
-� WOOD GAP
GREAT ROOM T.O. WALL T I �,
PL EL. 103'-6"
(VERIFY W IONIC,) I t\, ------ -- ---- ----- - - -- - - -- --- -- — -- - -- ---- -- - - --- - - - -- -- - } - - t - ,
FIREPLAG�E W 42 SECONDARY Q
6A5 1-06 SET I I !
—I— — i PRIMARY \ -- ROOF BELOW
VERIFY ALL DIMS
0 FIREPLACE LINE 'OF GEIWN6 I I
W/DMG BEFORE FRAMING I ` BREAK TYP I \ 1
I I I i RE= STRUGT
I ;
� I I
ci ¢ I-- LINE OF BLDG BELOW II I i I i
O I 1
- - - - - - - - - - - - -- -- - - - - - - -- - - -- - - - -- - - - - -- 1 - - - LINE OF BLDG BELOW �I
lz�%
U - - - - - - - - - - - - - - - - - - - - - - -
.0 1'-0" d42 9/16° 4.4 VIP° 74 V?' 6'9 7/d" 1 1 \ 1 bf
FO RA I I --- - - - - - - - - - - ---- - - -DEGK vE�oaoR 1•o eE cEnrr�eETwEEn ITV
I I ! !
L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I
4 EDGE OF DEGK TO— -- j 1/411 11_011 O
AL-16N W/EDGE OF W
(4) 5TLA PAC, UNDER -- ------- ----------- --------- --- ---
----�' DATUM ELEVATION: �
RI06E BEAM ELEVATION 100'-0" ON PLANS,
VER�f W/STRUGT ELEVATIONS AND SECTIONS Q O �
CORRESPONDS TO ELEVATION 6090'-O" ON THE SITE PLAN.
23La v4"
Off*o .-va�r PERMIT SET:
OCT. 23, 1996 ...
2" 0 Ri6rIA"T SW A-1
71"1" OF 10/2/90 DRB SET
I ,
PfP4Vr:
Qi
Q
-------------- - ---------- ----- -----
-----------------------------
6-r2 Prrow
fi
<
f
< <
STAR5 8 L-ANPIN65
BELOW
CL
A-
6-12 PITCH 612 PITCH
r -
1
I
o- I
i ' co
1 ' O
6--12 Prrr-,H
i ` � O
-A-8 O Q
i i � � Q
----- - --- ---I- -- - - - --- -
________ __________ - --
- ------------ ---- - -- -- ------ ------ -- -- --- - - - - - -- -- - - - p� z J
I O-----------------
612 PITCH 612 PITCH
AA L CL OL
$2 52 — . - NOTES:
_e I ALL FZOOFIN6 MATERIAL TO BE ASPHALT A_8 O
SPIN6L-E5 UNLESS OTHERWISE NOTED 1. ALL OVEERPAN65 7-0" UNL-EE55 OTHERWISE NOTED
& PMEN51ONEP FROM OUTSIDE FACE OF STUD
TO END OF RAFTER TAIL
a CRICKET 0
\3
L —
5 V2"
2LO V2"
L--------- ------- -•------------------ - ------ ------
- -- - - - - -- - - --- - -- -- -- - - --I
W.
6,12 PITCH 6-12 PITCH i '
3La I ROOF PLAN c�1 In
Pr=cr, mL-ow j L------------------ ------------------j OVER44"
c)F-cr- Br:Low 1/4 11-011
DATUM ELEVATION:
ELEVATION 1001-011 ON PLANS. ELEVATIONS AND SECTIONS <
COFzf -5POND5 TO ELEVATION 609061-011 ON THE SITE PLAN.
PERMIT 5F.T:
OOT. 23, 1996
V
LOUVERS:�,1T�';`ifi VENT`_�"
��--T-�-T--� -z - % --------- -------- -------- GoPPER CWNEY GAP
WiSUL.ATED 5EGTIONAL 0
6ARA6E DOOR W/RAISED. ���-
PANELS - - - --- - -� L_ 1 :_ ' _ ----------------------- ASPHALT 5Wn6LE5
__ L---Z- -�► - - 1--��- �,' - TYP 0 ROOF j
6LAZED PANELS - T--L i-� I _ T _ L_ I . . • . - ,
1 X 6 CHANNEL LAP 1'1
2 PIECE CEDAR
-� --r-1--� --� -T- --T--1 - -�--- 1- -1 - 1- --i- 1-- _ - -1- --�-� -, FASCIA - STAIN In
CEDAR 5N7W'6
X L`7 �� L -
2 6 WD TRIM - 5TA�`I- - -\ T �- r- T-� rZ- 5- �-T-r--T �- T- - -- -�- ---L-r -i --L -- -1--- - --L
- Z-
-1- �- �-- __-L__ •___ �__ �-. J- _J
6LU-LAM BEAM --------- T 1- -1- �--T-L
I T-
-1 ---T- S - �- - - T -- 1-
T T � -T.
L lI- 1 1 L -�- T - -- �-1;— - L, --
T.O. DBL PLATE r' ' ', ! T " T.O. DBL PLATE
- -Z- --rT_-�-- -- T- I 1--r1-- -L_ �-- 1l1
1091-9 1/6" 6Xa ROUEN � � X109'-9 1/6"
SAWN P05T- - _----------------------------'------ - � � 0
❑ al o � aaa ooia ❑_laoa ❑
STUCCO POST & RAIL ® DEGK W �
-`-r- I �i / �i '� • '� `1 '� I ' /r ;y !�,��--- � , % �(� -1 I I � I a � , � _ �-.----- 71 O
1 El E ❑i❑ ❑ ❑'❑ I V
LEVEL 3 _ _
E]IF]❑�� ❑ ❑ E Dlal❑�❑!❑�❑�a ❑ I + LEVEL 3
EL. 100'-0" - - _- - _ - - - - -- - -- - EL. loo'-O" O O
J
1 _
5TUGG0 '� I
X �----MTL PIPE RAIL - PAINT TO MATCH N
GLAD WINDOW TYP.
HEATED GONGRETE
-- -- I LANDING
, 1
I � I � II •
L-_-__- INTERLOGKIn6 BRICK
LEVEL 2 RETAINING WALL
EL. 69'-10 1/4"- - -- J
I
ON El.-EVATION - NORTH
fi� T
0
1/411 11-011
xz
12
/,-- - -- -- --- ----- --- - -------- -- -- - A TYP ® ROOF LE5 0
6 TYP - ,
,
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ANO KNEE BRAGS _� �._ lr _.1` ---.I_ 1_�--1 , 1 ,--I --L- --.1 1 .-.-i - - _. I - -- - - -
r ! -" - f -- TL PIPE RAIL - PAINT TO MATGN
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- TYP ® ROOF ._.__ __- ------------------•-- ---- -- -_ -T- - - - - _ III•p,Ir�!Ii�'�li�,l �I I,I,�!i,,.i;,III,
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00 oo
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== -
- - - - - - -
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STEPS & LANDIN65
I INTERLOGKIN& BRICK
WD P05T & RAIL ® DEGK-------- --_____-�__-� F I e 1 O; Y =_ r' RETAINING WALL --- ,
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LEVEL Z __ r - -�-��a.-r_.�r_ - - LEVEL 2
EL. 69'-10 1/4" - - -.. _ . - - -- _ .. ._._..1. _ _ _ - — - — _. . EL. 69'-10 1/4„
GLAD WINDOW TYP. tLl
WD P05T & RAIL 6 DEGK
" „ j I - -2X WD TRIM BOARD
. 2 X 6 STUCCO RELIEF � � I 1 � - �
TYP 0 WINDOWS & DOORS �
In STUCCO
6 X 6 ROUGH SAWN DEGK _�.___ O mm•
<-- STUCCO
LEVEL 1 _ _ LEVEL 1
_. __._. . ° •. _ - ^• --- - - --- -- - --- ---- -_ _ - - ----- -- -- - -- - -- - - - -.. ..-------- -- ----- -- _- ---- - - ---
0
PERMIT SET:
-OOT. 23, 1996 ....
} SIhE ELEVATION - FAST -------A
1/411 11011
1 c _
,
ASPHALT 5WN6LE5 0
TYP a ROOF ----- rZ
Q
-_-- -------------------.----_--___.-- COPPER GI-#MNEY GAP
2 PIECE CEDAR
FASCIA - STAIN - ---- ---
6 TYP -__---
GLAD WINDOW TYP.
2 X 6 WD TRIM STAIN
TYP 0 DOORS
WINDOWS 0 WD SIDING
�-_' h-�T_`-_T-_ i _ I _ _� � • ' � . . • L-.-�-1_ � AND KNEE BRACE ,fin Q O
r
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TO METER CLOSET DOOR I - I - -- - i-- i-_ L_��_-rL-__T 1-
-� -1-T- -_� Z -1- - - - - ----- -- - -- - -- - T.O. DBL PLATE < In
r=- --r- - - - 1091-9 1/6"
{ 0 �
1/2 LIGHT 0 MTL
MAN-DOOR TO 6ARA6E
I - _�_�.-_ � I \ f - -- � � ! \ � --_ \ 1 I DD I •' ----- --- ------+4----;--_-_=-=_�-------------------------------- STUCCO RELIEF
�� ( � I I ® OHMNEY O
- y � � I V
q
1 X 6 CHANNEL LAP STUCCO —,r-
} X 12" 5TUG00 "BELLY BAND" �' O
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2X WD TRIM BOARD 0 �.
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! I I I I I I i lili I l I II IIl I I ' I � I I I ' I I Ii , i jiII � IIiI '
LEVEL 3 _ _ ' - ''
EL. 100'-O" - -- - - - --- - — - ------------ -- --- ------ ---- -- -- �EEV100,_01,
----------------- -r- - -
WD POST (3, RAIL ® DEGK --- ---------- ----- --% ,� f N ( I `"J` `=/` -_-_=_=_ _-==a ; - -- ------- DU6H SAWN DE K
O _ --- --=_-__-_ 6 X 6 R G
STUCCO `). --- -- --- --! i POSTS
2X WD TRIM BOARD -- ----- --- - ---- '
-1 X a CHANNEL LAP
• - -- -- --- __ ___ _
r
- I
` TYR ROOF 0On5TRUOTIOn •
ASPHALT 5HIN6,LE5 ON FELT ON 5/6" GDX
f------ ----- —------------------ PLYWO ON 2X FRAMt`I6 W/9-30 BATT
/ INSULATION - U5E SELF-ADHESVE
WATERPROOF MEMBRANE 90" UP FROM SAVE
" -4 MIL VAPOR BARRIER 0 INTERIOR
Q
2 PIECE CEDAR �^ QC
FASCIA - STAN - - — ---- --- VERIFY W/DMC LOCATION OF
ROOF INSULATION - IN RAFTERS
12
j OR V COLLAR TIES Z
' 6 /// T.O. DBL PLATE t
T.O. DBL PLATE --- - - - ---- ----- - /- - --- - V &ARA&E U)
109'-9 1/d" -- - - --- - ------ - - -- --- - � --- - --- ------ - - ----- - --- ------ - - -- - _---- 1p9,-9 1/d"
1 X 6 T,&6 CEDAR W W
SOFFIT BOARD
KNEEL M BEAM & / 6REAT ROOM KITCHEN r- " ------------OVERFRAMED PORTION OF ROOF Q
xxxxx
0
RE- STRUGT---- ---
- ---� i � - � - Ln
TYP. FLOOR 6ON5T.
SEE NOTE 6 RI&NT ------ --- - -
i
LEVEL 3
ENTRY B SECONDARY _ __ GEILIN& V 6REAT ROOM T.O. P51- PLATE O O
EL. 100'-O" , ' V MAIN ROOF &
6REAT RM DORMER
TYP. EXT. WALL GOnST. ® STUCCO
5TUGCO SYSTEM ON FELT ON 1/2" DROPPED CEILING V KITCHEN -- Q
SNEATWN6 ON 2X FRAMN6 W/R-19 BATT
INSULATION - 1/2" DRYWALL ON
VAPOR BARRER V INTERIOR
TYP. FLOOR consTRUGTIOn
FIBER REINF. SLAB ON MA5TER BEDROOM WALL BEDROOM ##2 RE- 5TRUCTURAL I-SERES WD FLOOR JOISTS
&RAPE RE= 5TRUGT--------------- --- -- 6REAT ROOM KTGWEN (�
4
" LEVEL 2
ENTRY ® PRIMARY ENTRY 0 PRIMARY
EL. d9'-10 1/4" ,- __ .-- - ------ - ----
FILTER FABRIC OVER DAMPROOFIN6 2X4 FRAME WALL SET 1" J
ON GONG. FOUNDATION WALL OFF FOUND WALL W/BATT
CONTINUE 12" ABV GRADE - TYP----- y INSUL. & VAPOR BARRIER
ATWROOM ►� � MASTER
® INTERIOR
PERIMETER DRAIN RE SOIL-5 REPORT 5 U I�Q I N 6 S E O T I O N '
BEDROOM
1'
-- -- - ---- ----- -- - ---- - -- - FIBER REINF. SLAB ON O
1/4" 1'-O" GRADE RE: 5TRUCT X
LEVEL 3
- -- - - ---- - -- LOWEST LEVEL V 0
WEL_ _791-6 V20
TYPICAL ROOF 0ON5TRUGTIOn ® TRU55
ASPHALT 5i4N6LE5 ON FELT J O Q
r-- ------ - --- ---- ---- ON 5/8" PLYWD ON ROOF TRU55ES W/R-30 U
BATT INSULATION USE 5FLF-ADHESIVE
WATERPROOF NVPq BANE 90" UP FROM SAVE o
-4 ML VAPOR BARRER B INTERIOR
12 �C
V W �
6 - --- - -- --- -TYP ROOF GON5T. 0 TRU55 O
12 SEE NOTE V LEFT Q V
)c YXIKXYXAXYqik YYYX YXXXXYX - - _ - --- - ATE 6
EL. 109'-1 1/6"
T.O. DBL PLATE
—BATT INSULATION EL. 109'-1 1/d' � J(
® WALL BETWEEN
&ARA6E & LIVIN& SPACE _0
6ARA&E BEDROOM BATW i T Y P EXT.
WALL GOnST. ® SIDING
. .
HORIZONTAL CHANNEL-LAP WD 51DIN6 ON
SEE NOTE V RI6NT BEDROOM #4 -- - - -- - - -- - - V2" 5HEATAN6 OVER 2X FRAMN&
j' W/R-19 BATT f 15ULATION - 1/2" DRYWALL ON
ON 4 ML VAPOR BARRIER ® INTERIOR
LEVEL 1
&ARA6E LEVEL r 12
—_ EL. 100'-O"
--- 6 LEVEL 3 O
-----�---------- �, - -- -- EL. 100'-0"
T.O. BEARING
I r-- - PRIMARY ENTRY
51 ORAWL5PAGE -- - -----TYP. FLOOR GON5T. t �-_---- - - -- EL. 97-6 1/4"
SEE NOTE ® RIGHT
FAMLY ROOM ENTRY -- -- --
- --1 X 6 T&& CEDAR
- FAMILY ROOM ENTR {�Y SOFFIT BRD
LEVEL 2 �__.,_
-- -_- -- ---- -.- ----- STEPS BEYOND
-.___ ENTRY ® PRIMARY
---------- EL. 69'-10 V4" -- - - LEVEL 2
=-
- - - ENTRY V PRIMARY
------ U-LAM BEYOND _ EL_ 69'-10 1/4"
&L
RE, STRUCT
REINF. SLAB ON
&RAVE RE: 5TRUCT
WALL '
I
I
LEVEL 3
LOWEST LEVEL
-- -�EL. 79'-0 V2"
tV In
V
0 O 4C
PA RT IAL, 5EOTION PA RT IAL. 5 ...h6 SEEOTION
PERMIT 5ET=
Pf;ZIMAf;ZT . 67Ai;ZA67E/f=AM1L,-T fDRIMAf;Z*T ENTRY OCT. 25, 1998 Au� c5
�.
OL
LEVEL. 5 LEVEL I
WINDOW LOCATION " NO. ROUGH OPENING HEAD HGT. GOS�NTS WINDOW LOCATION "SEMC.O' NO. ROUGH OPENING HEAD HGT. GOt- EM
SY130L HORIZ. x VERT. SYNH301_ HORIZ. x VERT.
SECONDARY PR I MARY v
z
AA GARAGE GG 2448-2 4'-01,1" x 4'-016" 7'-b" A BEDROOM 3 GG 3260-2 5'-5zb" x 5'-041" 8'-0�"
BB FAMILY ROOM GG 2852-3 7'-2`1�(t, x 4'-5%" 7'-6" B BEDROOM 2 GG 3260-2 5'-5�" x 5'-0141" 8'-0-it"
F-
CC ENTRY GG 2440-1 2'-01-tt" x 3'-5%" 7'-6" G MASTER GG 2860-3_ 7'-2%" x 6-qI16" 8'-076" ALL PANELS FIXED ® Cr, 2860-3
BEDROOM AC 2&20-31 CENTER PANEL FIXED ® AG 2820-31
DD GREAT ROOM CUSTOM FIXED 2'-q ," x VARIES VARIES _ SEE VC55T ELEVATION D MASTER GFD 2680 2'-815(6" x 8'-0141" 8'-114" SEE NOTE #5 BELOW
AG 3220-11 2'-q%,, x 1'-q 3'-Olb" (VERIFY) ANGLED TOP WINDOW - 6:12 PITCH BEDROOM Q Q Q
FIELDVERIFY - - ------ - -- ---- -- - -- ---- ------- -- --- - ---.--- - -- ------------ ----- ----- --- v W Q d)
EE GREAT ROOM CUSTOM FIXED 2'-q " x VARIES VARIES E MASTER GG 2860-3 -1'-2%" x 5'-0V2" 8'-o-%.. z
AG 3220-II 2'-cI " x I'-q 3'-03b" (VERIFY) BEDROOM �
-- -- ------- --- - ---- ------- ---- --- -- - - ----- -- ----- -- -- --- --- -- -- -- ------ --- -- -- ----- ----- iu r
FF GREAT ROOM GG 3260-3 FIXED x b`-q5(6" 8'-036" ALL PANELS FIXED ® CG 3260-3 F MASTER GG 2852-1 7-546" x 4'55(6" 8-076"
J
AG 3220-31 BATHROOM Q 0
GG GREAT ROOM GF5DT 801b 7'-11141" x W-616" W-714" G MASTER GG 1852-1 x 4'-54f6" 8'-0-it"
GFSD 8080 BATHROOM
HH DINING CUSTOM FIXED b'-q75" x 8'-3%" q'-7%4" UNIT 51ZE5:
CUSTOM FIXED 6'-q76" x 1'-6" � }
AG 4020-21 b'-q7b" x 5'-0" Q
x I'-8lb(6" z
PRIMARY
JJ BATHROOM 4 CG 2848-1 2'-5ft" x 4'-016"
Q
KK BEDROOM 4 CG 2852-3 T-2%" x 4'-5%" 71-b"
LL GARAGE CG 2448-2 4'-0l6" x 4'-016" 71-b"
LEVEL 2 m
SI�L LOCATION "5EMG0' W. � x SIN& HEAD HGT. GOMI�NTS O
SECONDARY
H BEDROOM 3 GG 32bO-2 5'-575" x 5'-016" 8'-076"
----J - MASTER GG 2452-I 2'-016" x 4'-516° 8'-076" --- ---- -- - - --------
BATHROOM — f-
-- - - - ----- - -- ---- !-L o
K MASTER CG 2452-1 2'-016" x 4'-5*f6" 8'-036" Q
--- BATHROOM - --------- ---- -- --- LU O
L MASTER CC 2452-1 2'-016" x 4'-54'*" 8'-036" 0
BATHROOM
M MASTER` GF5D 6080 646" x 8'-016" 8'-114" SEE NOTE #5 BELOW �/ v
BEDROOM
- N --- MASTER GG 3260-3 &'-2%" x 5'-016" 8'-03b° -- ------ - ---- — � � —1
— - BEDROOM--- _ -- -------- - — � '�'
0 BEDROOM 2 GG 3260-2 5'-516" x 5-016" 8'—O-Wo o
]NINDON AND EXTERIOR DOOR NOTE5:
PRIMARY
P GREAT ROOM CUSTOM FIXED 4'70 " x VARIES VARIES SEE SOUTH ELEVATION
I. ALL WINDOWS AND EXTERIOR DOORS ARE "5EMGO" GLAD WINDOVy5 AND DOORS UNLESS OTHERWISE NOTED. `
_ ^�
AG 4820-11 4'-016" x If—q%" 3'-0 " (VERIFY ANGLED TOP WINDOW - 6:12 PITCH 2. ALL WINDOW AND DOOR R.O. BASED ON '5EMGO" GLAD WINDOWS AND DOORS.
FIELD VERIFY IF ANOTHER MANUFACTURER 15 USED, IT IS THE CONTRACTORS RE5PON5113ILITY TO
Q GREAT ROOM CUSTOM FIXED 4-016" x VARIES VARIES COORDINATE ROUGH OPENINCG5 AND NOTIFY THE OWNER OF ANY DISGREPANGIE5.
AG 4820-II 4'-01f1" x I'-q 3'-0 (VERIFY) O
---- 3. VERIFY W/ CONTRACTOR WHIGH, IF ANY, WINDOWS ARE TO BE FACTORY MULLED
R GREAT ROOM CUSTOM FIXED 4'-O " x VARIES VARIES
AG 4820-11 4'-016" x I'-q " 3'-07fb" VERIFY) 4. HEAD HEIGHT GIVEN ABOVE FLR DEGKING.
5 GREAT ROOM G_ USTO_M_FIXED 4'-ovlll x VARIES VARIES_ 5. THE HEAD HEIGHT5 GIVEN FOR THE FRENCH AND FRENCH 51-I0ING DOORS ARE FROM THE TOP OF PLYWOOD OR SLAB
AG 4820-11 4'-016" x I' 3'-016" (VERIFY) AND ARE EQUAL TO THE MANUFACTURERS 5000E5TED HEIGHT, PLUS AN ADDITIONAL 3/4" FOR A PLYWOOD 5UB-SILL.
T GREAT ROOM GFD 2680 2'-66" X 8'-OV6" 8'-114" SEE NOTE #5 BELOW 6. GLAD COLOR BY OWNER
-1. REFER TO ELEVATIONS FOR SWING DIRECTION.
U DINING ROOM GG 2860-4 W-714" x 5-016" 8'-0-4"
V I DINING ROOM CUSTOM FIXED 4'-0 " x VARIES_ VARIES _ ANGLED TOP WINDOW - 6:12 PITCH
AG 4620-11 W-01ttm x I'-q (6' 3'--07 VE
b" RIFY)- HEAD OF AMING WINDOW5
--- - - ALIGN W/ SILL OF UQ
V DINING ROOM CUSTOM FIXED 4'-016" x VARIES VARIES AROUND CORNER
2
AG 4620-II 4'-01,,5" x I'-q (6" 39-0:%F' (VERIFY) (FIELD VERIFY)
-- W---- KITCHEN- GG 244 6"0-I - 2'_0( x 3'-5%" ------- ---- ------- ---- ------- -- Date: 10-23-G8
PERMIT SET
X --- KITCHEN GG 2440-I 2'-016" x
Y ENTRY GG 2040-1 1'-qft" x 3'-5%" b'-g16" TOP OF R.O. TO MATCH
TOP OF R.O. AT
- — — ENTRY DOOR
Z FAMILY ROOM GG 2848-3 7'-2%w x 4'-016" 6'-q16"
Sheet Number
DATE: 10/16/48
FOOTING fi A0 SCHEPULE FILE: GT2451.DW6
DRAIUJ: RJB
MARK SIZE REINFORGING REVISED:
REVISED:
O 2'-0"X2'-O"XIO" 3 #4 E.W.
10' 45'-2" O 2'-6"X21-(v,"XIO" 3 #5 E.W.
J 3'-O"X31-O"XIO" 4 #5 E.W.
TOW = 100'-0" TOW = qI'-24" SI 51 51 TOW = qq'-2�'" TOW = 100'-0"
SIM SIM
TOW = cIP-21
air
TOW = q 1_2541'
I I I I �O
I I
J S SIM
_m T
TOW STEP TOW STEP TOW TO STEP
TOW 100'-O"
K
TOW 0 -0"
E
EXPAN5 r i GRAW�L5I PAG
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i I l I II-b GRAWr I L L_S PAGE MATERIAL TOW 100'-0"
TOF q3'-O" L 10'-011 �I
II -4 I I i
I I I
4LCE P
W-1011 PLAS UNDER
STAIRS
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I
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TOW = 100'-0" I I TOF TOW = 100'-0" I I
O 10' " TOF ' I LA
8 '-b r
TOF
cv E I I E
r �i r STEP TOF STEP TOF O
114011 r- to N
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STEP TOW �— ( B ) —L t B ) STEP TOW I r
t I I 23'-411 I `�
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TOW _ I I I I -- U > 0)
—�
11 I TOF _- bb'-10" a -
4" FIB/�E�R REI/_N_pF/O�R�GED =
21-2:1 " 4"" I I rVJ ON ,VI<�L/E I I Q " 1
I CpJ �8q I O� 10 mx4 PIER
D I I ® PADS. I I8
F/ � r I I I TOW = 8q'-IOW" H/ 2 #4 DOYiEL5 L F]
-} a TYP. 16 PLACES (�
1 I TOF = 85'-I IV4"
A A 4
STEP TOF L, $ter �`
O D I B � I6' �n
STEP TOW 5 ►� STEP TOW C
m m J �
F, -1 r -1
I I
E
G
I' --�
G 5 TOF = 1q'-4�"-� TOW = 8g'-8" B A 5 a STEP TOF _.L TOW = 5W-IOW" I m I " -, m
8" I [ I
I Alf
q' I/4" OF = 1g1-4111 TOW = 84'-O"
I TOW = q2'-6" -- D 5 m OW = 8q'-8" STEP TOW "
G I q,1 O
A STEP TOW in STEP TOF V
D
I _
TOF 78'-O" G it
TOW = 82'-O" I 5 `
ry D in
55 STEP TOF 1
I �- r O
I
TOW = 8q'-104" (�
4" FIBER REINFORCED G G STEP TOW
I I SLAB ON GRADE
1 " I TOW
� V
TOF = 55'-1144"
15'-6 TOF
A I TOF = 1q'-41�" 23'-3 114" \
STEP TOW =
4L
551M I 4" FIBER REINFORCED I
SLAB A ON GRADE - z
TOF = 84'-10" TOW = 8q'-IOW° N
STEP TOF STEP TOF T�
TOF = 81'-0" STEP TOF.4 -L- 4_� I -
TOW = 8q 2 I
I Lu ,--
TOW = 8q'-10V/4' G G I STEP TOW STEP TOW I (v
A 4 r -,-I
13'-I" -1" TOW = 851-0" T O
W = 7q' �5 A A
8" TOq' `t' I I O.C. M 5TEP TOW 10 I6 c 1
IO v
It A, x -
Iry - J
s
--itt G TOF = 75'-4�" O V
m 5
A �- A �- A --�
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N
12' 121 Ib'
O
W
� CUNI;)A,71 ON FLAN,
SCALE 1/4"=1'-O"
ALL WALL FOOTINGS ARE 10'1x16" UNLESS NOTED OTHERWISE ,
100'-0" = 80440.0' 1.665 DATUM ELEVATION
DATE: 101161418
FILE: GT2452.DWG
DRAU N: RJB
REVISED:
REVISED:
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SCALE 1/4"=1'-0"
INDICATES DIRECTION OF II 1/8 TJI/PRO 250 JO15T5 ® 16" O.G. TYPICAL UNLE-55 NOTED OTHERNI5E.
ALL EXTERIOR WALL HEADERS ARE 3-2x10 TYPICAL UNLE55 NOTED OTHERNI5E.
DATE: 10 1Ib/ae
FILE: GT2453.DW6
DRAUJN: RJB
REVISED:
REVISED:
3" CONCRETE TOPPING ON
WATER PROOF MEMBRANE �Q, '�
Q�)
ON C1,-EXT APA PLYWOOD Q_()
V G
e V Ull
2-2x12 LEDGERS VV
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O Ib" O.G.
x• x. _
b V — b V
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LN x O X X 0 x U
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0
b
b
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b+b 3-2x10 . 3-2x10 �l} fj
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0 --
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LEVEL 5 4 LO R001= F= RA1� IN.6 PLAN
SCALE 1/4"=I'-O"
ALL EXTERIOR WALL HEADERS ARE 3-2xIO TYPICAL UNLESS NOTED OTHERWISE. "
DATE: 10/I b/q8
FILE: GT2454.DWG
DRAU N: RJB
REVISED:
REVISED:
8+e b+b
—(4 T -T
+b �,
X X
3 134 x 4 LVL
All 3 - i� 14L
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N
HIGH ROOF` AN� IN6 PLAN -
SCALE 1/4"=P-O" Q
Ide ,F INDICATES DIRECTION OF 2x12 ® 24" O.G. RAFTERS TYPICAL UNLESS NOTED OTHERWISE.
ALL EXTERIOR WALL HEADERS ARE 3-2x10 TYPICAL UNLE55 NOTED OTHERWISE.
LG
DATE: 10/ib/q8i
FILE: GT2455.DW6
1/2" (P A.B. ® 4' O.G. 1/2" m A.B. ® 2' O.G. 1/2" d1o. A.B. ® 4' O.G. DRAWN: RJB
REVISED:
1/2" m A.B. ® 4' O.G. 1/2" EXPANSION 112" m A.B. ® 4' O.G. REVISED:
MATERIAL
4" SLAB 4" GRAVEL " SL 4" GRAVEL
• SON 4" SLAB
• 2 #4 GONT. TOP 4 BOT
z
• 2 #4 GONT. TOP 4 BOT J •
4" GRAVEL
4" I'-O" 1'-O" 4" 2 #4 GONT. 4" 16" 4" 2 #4 GONT. #4 ® 24" O.G. • 2 #4 GONT. TOP EiOT
N POUR SLAB OVER
2-2x12 LEDGER 5EE LEDGE ® A/51M W/ #4
FRAMING PLAN DOWELS ® 24" O.G. z
b
5EEC71 ON BEC, 710N LO) z 2 J
Q IS p-
b., � 18 w �rOY LE" o
SCALE I"=1'-O" SCALE I"=1'-O" 2° w
lil Q o
F it
#4 ® 18" O.G. v:cn
" #4 ® 24" O.G. 4" "
2x6 • 16 O.G. I/2:, EXPANSION MATERIAL
WOLMANIZED 5TUD5 ��INI R
!6" W0LMANIZED PLYWOOD 4" SLAB #4 ® 24" O.G. #5 ® Ib" D.G. #4 ® 24 O.G.
#4 ® Ib" O.G. 18
L S I
18 I
I/2" m A.B. ® 2' O.G. • � L
• • b
MOISTURE BARRIER b • • b s-
O
2 #5 CONT. 4" GRAVEL • • U
N • 2 #4 GONT. • U
_ 4" 8" I'-O" DRAIN - SEE 2 #4 GONT. 2 #4 GONT. S�
4 8 8 SOILS REPORT 4" 8" 4" DRAIN - SEE
DRAIN - SEE 4" 8" 4" DRAIN - SEE Q-^
4" GRAVEL 501 L5 REPORT SOILS REPORT SOILS REPORT •� � O fA
� DTI ON
5EC71ON C 5EC71 ® 5 5EC71 O A M N
SCALE I"=1'-O" SCALE I"=1'-O" SCALE I"=1'-O" SCALE I"=1'-O" Q1
1,511iP A.B. ® 4' O.G. V2"4> A.B. • 4' O.G. 0 r
#4 ® 24" O.G. 18 �" EXPANSION MATERIAL I/2" dia. A.B. ® 4' O.G. # '� i 11 _� U
12 2 4 GONT. TOP 4 BOT. 3 CONCRETE TOPPING
f2 EXPANSION
-
MATERIAL V2" �" EXPANSION MATERIAL
4 SLAB
(f�
51/4" • � 8q'-10�"
2 #4 GONT. TOP 8 BOT • •
2 #4 GONT.
T <
zz TOP d BOT.
D_ 211
J
W 10"
s �reele
2 ROW5 %"40ix5:V2" BLOCK .JOISTS • N • •
® 32
EXPANSION BOLTS _
2-2x12 LEDGER 5EE
„ O.G. FRAMING PLAN BLOCK JOISTS 4 ® Ib O.G. _ C
TOP OF WALL J/51 OVER LEDGER � #5 ® I&" O.G.
2-2xI2 LEDGER SEE ,n
O +
FRAMING PLAN 18 L
2 b" #4 ® 18" O.G. #4 0 16" O.G. #49 16" O.G.
8 {
#5 ® Ib" O.G.
#5 ® Ib" O.G. #4 ® Ib" O.G.
IS • #4 ® ib� O.G. L I 18
1/2" EXPANSION MATERIAL •
8
• • b DRAIN - SEE 4" SLAB DRAIN - SEE O
SOILS REPORT SOILS REPORT
- • • • • � 7q'-412"
2 #4 GONT.
4" SLAB 2 #4 GONT. • O 4" GRAVEL • O o
11 11 -
4" 8 4 DRAIN SEE
SOILS REPORT q I -O q 2 #4 GONT.
•
' O
" EXPANSION 5EC71 ON J. 5EC71 ON H. 5EC71 ON 6 O
MATERIAL SCALE 1"=1'-0" SCALE I"=1'-O" SCALE I"=I'-O"
/�' EN.r-RAL NOT SS G ! ! GAT I N LU
NOTE: �•/ �� O
BOULDER PLACEMENT CRITICAL TO 0)
PROPER PERFORMANCE PLACEMENT This structure has been designed to meet the requirements of the KIM Uniform All framing lumber to be *2 Doug-fir or better.
• TO BE 5UPERVI5ED BY A LIGEN5ED Building Code with amendments as adopted by Town of Vail. LL
FINISHED GRADE All Micro=tam's to be manufactured by Trus Joist MacMillan and conform to the �
O ENGINEER. All omissions or conflicts between various elements of the working drawings allowable stress requirements for a 13/4' 18DF Micro=Lam LVL.
and/or specifications shall be brought to the attention of the Structural Engineer �-
r sP 9h E"9 All TJI joists to be manufactured by Trus Joist MacMlNan.
before proceeding with any work so Involved. The General Contractor shall verify \ + _
2'4) BOULDERS TYPICAL all dimensions and conditions at the job site and shall be responsible for the All Glue-lam beams to conform to the allowable stress
#4 ® 12 O.G. means, methods, techniques, sequences and procedures associated with this
� q Pr' requirements for a F24-V4 combination beam.
#4 ® 12" O.G.
project. Furthermore, he shall be responsible for coordination of all work and /�� C, O
materials Including those Furnished by subcontractors. The Structural Engineer All connection hardware to be by the Simpson Company.
QFREE DRAINING shall be contacted during the construction phase to make the job site inspectlons
GRANULAR BAGKFILL necessary to confirm that the actual field conditions are consistent with the All roof decking to Ine 5/8" C-G Ext-APA 32116 plywood. Nall with / v
• FIRST 1'-0" BEHIND design assumptions and that the construction is proceeding according to the IOd o W o.c. at panel edges and o 12" oz In the field
I' GONTAGT BOULDERS. plans and specifications. (v
0 5URFAGE MI All floor decking to be 3/4" G-D Int-APA 42/20 T#6 plywood. Glue sheathing to _ lL
30 Live Loads Used in Deslc)m
_ #5 ® 12" O.G. Roof 80 psF joists with PL400 and Hall with IOd • b" O.G. at panel edges and 12 O.G.
O Z in the field Z UA
! • 4 #4 GONT. 12 FMIN. 0.0° De Floors 0 psf All exterior wall sheathing to be 112" 058. Nail with 8d o 6" o.c. at panel edges O U
A YBACK Earthquake Zone I UBG and 12" o c. in the field.
• • Wind 80 mph, Exposure B All concrete to attain a compressive strength of 3000 psl In 28 days.
O =
L#4 ® 12" O.G. The foundation design for this residence is based upon and assumed bearing All reinforcing bars to be Grade 60.
• 4"m PVC, DRAIN IN capacity of 2000 psF and an assumed lateral pressure of 50 pcf.8" 8" 2'-6" I'-O"xl'-O" WASHED ROCK The Sops Engineer shall be contacted during excavation to All steel bolts shall conform to ASTM A30'1 specifications.
inspect the site and confirm that conditions are consistent with these V
DRAIN - SEE 8 FILTER FABRIG-DRAIN TO DAYLIGHT assumptions. The General Contractor should review the Soils Engineer's report All steel pipe cokxrns shall conform to ASTM A53, Type E specifications.
SOILS REPORT and Its recommendations For excavation, b�ackFUling, grading and drainage All steel becarns shop conform to ASTM A36 spscificutlons. O 5 0 L) L :7)"E; R 5"E' C 710 N K
SCALE i"=I'-O"
RE: 7A I N-1 N L L
SCALE i/2"=I'-O"
�y e
y HON£
MEADOW COURT (40 -' IL?) CA
/ //
\\ \ ! 8091.44 /
\\ A = 102'08 101"
'��\\ R = 40.00'
��, \ L = 71.30
8091.05 \
\ --7
I
LOr 23
GRAPHIC SCALE
____ _ — J—~f , / f � / I / �• / / � io o a 10 ago +w
IN FEET
A G� / � ! j 1 inch = 10 ft.
CONTOUR INTERVAL = 2 FEET
L O r 25
BASIS OF ELEVA TION
MANHOLE C-5 (NOT SHOWN)
RIM ELEEV. = 8078.82
/ /LOT 24
O / / 175/42. 78 SQUARE f VET
0. 40' A CRES
LEGEND
SEWER STUB-OUT o ,
PHONE PEDESTAL PHONE
POWER
EL EC. TRANSFORMER ❑
WA TER CURB STOP 4&
TV
CABLE TV PEDESTAL CA 0
f j i
x-, f N07F.- ACCURACY OF TOPOGRAPHY IS L/M/IE-D BY SNOW COINER.
ZZ
Duane Fehringer, a duly registered /and surwsyor /n the
State of Colorado, do hereby certify that the survey shown hereon
was dome by me or under my direct supervision and the horizontal
1 '" UT7L/T.Y EA$E'MENT f / _ and mrtica/ measurements are accurate to the best of my
knowledge and belief.
-'-
- - -- - _ -N-89327 25---E 60.00 > _
_-- � � -� ,-�� - !' Duane Fehrh7gar P.E . .
^-- _" - .-- ` ,r...--• ^' __- " _ .---- - — __ / / - � " E REVISIONS
-
1... Ob77 A�7GILi RGNO n�er-MounWn 11121 YANG SIJPEET
A LIGm 87m • L.AKENTM com agt5
8025.8J' ;: (wvlaorin$liilE'aEn Ltd. (.�03)s -msa
-- r — STONE RETAINING--WALL -- ` L'* r °' B'� TOPOGRAPHIC MAP 95001115s-
survey
2
NOME.' According to Colorado law , vu must commence — _ —_ __ — — - _ _ - _ � ;,� _:
any legal action based upon any defeat In this — — _ aRAMn►er DA YE 8037. 6
within three years often you first discover such defect. \ ` =: 14-
/n no ewant, moy any action based upon any defect in APPROXIMA 7E" E�E OF ASPHAL T \ 's * � PE LOT 24, 219195
this survey be commenced more than ten years from F x ''� �' aarID er enLE
the date of certlflcatlon shown hereon. ` 8030.31 ' ! ' `` DDF LION'S RIDGE f7L1NG NO. 3 1" = 10,
RIDGE ROAD �50 ' ; �� PACE'
} � TOWN OF VAIL •ter„�/ 300140 EAGLE COUNTY, COLORADO 1 of 1
. TOWN of VAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81557
970-479-2138
FAX 970-479-2452 TM
Town of Vail
75 South Frontage Road
Vail, Colorado 81657
(303) 479-2138
Plan review based on
the 1991 Uniform Building code
Project Number: B98-0329 Name: Grand Traverse #24
Address: 1844 Glacier Court date: November 11, 1998
Contractor: Didier Construction Occupancy: R3,M1
Architect: Jennifer Decker `hype of Const: V-N
Engineer: Timothy Bolye
Plans Examiner: CHARLIE DAVIS Planner: George Ruther
1 Provide attic ventilation that complies with section
3205. (c)
2 Provide an attic access (22X30 min) to each attic
area.-- Sec. 3205. (a)
3 This project .will require a site improvement survey.
This survey shall be submitted and staff approved
prior to a request for a frame inspection. Under no
circumstances will a frame inspection be done
without an approved site improvement survey.
4 Exterior surfaces with stucco shall be provided with
exterior metal lath as per UBC 4706 with 2 layers of
paper. Windows and doors are required to be
adequately flashed(not with just screed metal) . A
lath inspection is required prior stucco
application.
5 Projects which are approved by variance to be built
into a setback or over allowed zoning building
height require an additional site improvement survey
upon completion of the founation to document the
correct location and elevation of the structure.
6 All new construction within the Town of Vail will be
required to have a Public Way permit plus an initial
inspection by the T.O.V. Public works Department to
approve site drainage and culvert installation prior
to any Building Dept. inspections.
7 Glazing in a hazardous location is required 'to be
glazed with safety material. --- Sec. 5406.
RECYCLPDPAPEH
ii
1�1
. TOWN OF VA��
Department of Community Development CHAMPIONSHIPS
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452 TM
8 In bathrooms with a tub or shower and in laundry
rooms a mechanical ventilation system connected
directly to the outside shall be provided. Bathrms
which contain only a water closet or lay. may be
ventilated with a recirculating fan. UBC 1205 (c) ,
9 Domestic clothes dryer exhaust ducts shall be-
installed as per UMC 1104 and 1903. Flexible duct
connectors may not exceed 6' in length and shall not
be concealed within construction. Ducts shall
terminate outside the building and not exceed 14'
length.
10 crawl spaces are required to be ventilated by
mechanical means or by openings. Such openings
shall have a net area of not less than 1 sq. ft. for
each 150 sq. ft. of under-floor area- UBC 2516 (c) 6.
11 No domestic dishwashing machine shall be directly
connected to a drainage system without the use of an
approved dishwasher air-gap fitting. UPC 608.
12 Heating and cooling equipment located in the garage
shall be installed with the pilots and burners or
heating elements and switches at least 18" above' the
floor level of the garage. UMC 508.
13 In buildings of unusually tight construction (all
new construction within the Town of Vail) ,
combustion air shall be obtained from the outside.
Such combustion air openings shall be as per UMC Ch.
6.
14 Furnaces not listed for closet or alcove
installation shall be installed in a .room or space
having a volume at least 12 times the volume of the
furnace. A boiler unit will require a space 16
times larger than the boiler. UMC 504 (b)
15 supply a mechanical drawing indicating design of
system, size (BTU and volume) of equipment, vent
location and termination, and combustion air to be
supplied prior to any installation.
��RECYCLFDPAPF,R
+ti
TOWN OF PAIL
Department of Community Development
75 South Frontage Road ALPINE S 1( 11
Vail, Colorado 81657 1999-VAILKFAWR CREEK
970-479-2138 .
FAX 970-479-2452 TM
16 A smoke detector is required in the access area to
all rooms used for sleeping purposes. -- Sec.
1210. (a) 4 .
17 A smoke detector is required in all rooms used for
sleeping purposes. -- Sec. 1210. (a) 4.
18 On an upper level where rooms are used for sleeping
purposes, a smoke detector is required in the
ceiling at the stairs. -- Sec. 1210. (a) 4.
19 A smoke detector is required on all levels wired to
an alarm in the bedroom area (s) . -- Sec. 1210. (a) 4.
20 A smoke detector is required in the basement wired
to an alarm in the bedroom area (s) . -- Sec. 1210. (a)
4.
21 The garage must be separated from the dwelling by
lhr fire-resistive construction on the garage side.
--
Table 5-B & 503. (d) exc.#3
22 The door between the garage and the dwelling is
required to be a 1 3/8 inch thick solid core or 20
minute self closing door. -- Sec. 503. (d) exc.#3 '
23 The enclosed usable space under the stairs is
required to be protected by lhr fire-resistive
construction. -- 3306_ (1)
24 At eaves and valleys an adequate underlayment shall
be provided to protect a structure from ice buildup
and water damage. Two layers of felt solid mopped
to sheathing and between layers or a commercial
water & ice shield may be used as per `fable 32B1.
25 Because of this project' s location, the foundation
is required to be dampproofed to prevent damage to
areas below finished grade. UBC 1707 (d) .
26 Include a copy of the soils report for the site to
be built on. -- Sec. 2905. -
RECYCLED PAPER
11
i�
TOWN OF PAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452 TM
Town of Vail
75 South Frontage Road
Vail, Colorado 81657
(303) 479-2138
Plan analysis based on
the 1991 Uniform Building Cade
Project Number: B98-0329 Name: Grand Traverse #24
Address: 1844 Glacier Court Date: November 11, 1998
Contractor: Didier Construction Occupancy: R3,Ml
Architect: Jennifer Decker Type of Const: V-N
Engineer: Timothy Bolye Planner: George Ruther
Plans Examiner: CHARLIE DAVIS
NOTE:The code items listed in this report are not intended to be a complete
listing of all possible Code requirements in the 1991 UBC. It is a guide to
selected sections of the code.
SEPARATION
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
NORTH Property line 27.0 Feet 27 .0 Feet
EAST Property line 15. 0 Feet 15.0 Feet
SOUTH Property line 56. 0 Feet 56.0 Feet
WEST Property line 15. 0 Feet 15. 0 Feet
EX'T'ERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Table 17-A & Table 5-A
NORTH EAST SOUTH WEST
OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG
WALL WALL PROT WALL WALL PROT WALT, WALL PROT WALL WALL PROT
R3 Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None
M1 Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None
The exterior walls may be of COMBUSTIBLE material. Sec.2201.
None -- No fire protection requirements for openings.
Prot -- Openings are to be protected with 3/4 hr fire assemblies.
509, of the area of the wall maximum. Sec.2203. (b) & Table 5-A
Maximum single window size is 84 sq. ft with no dimension
greater than 12 feet. -- Sec. 4306. (h)
NOP -- Openings are not permitted in this wall.
-- These walls may be required to have a parapet wall 30 inches
above the roofing. The parapet wall is required to have the same
fire rating as the wall. See section 1710. for details and exceptions.
4MRECYCLEDPAPER
�a
TOWf N OF VAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452 TM
FL NAME AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS
2 Great room Secondary 316 31.60 15.80 1- No
2 Dining room Secondar 139 13. 90 6.95 1 No
2 Kitchen Secondary 117 11. 70 5.85 1 No
2 Powder Secondary 26 0. 00 1. 50 1 No
2 Family room Secondar 162 16.20 8. 10 1 No
2 Laundry zoom Second. 32 0. 00 1. 60 1 No
2 Garage Secondary 431 0.00 0. 00 1 No
2 Garage Primary 493 0.00 0. 00 1 No
2 Bedroom #4 Primary 179 17.90 8. 95 1 Yes
2 Bath #4 Primary 114 0.00 5.70 1 No
2 Halls, closets, etc. 286 0.00 0.00 1 No
TOTAL FOR FLOOR 2295 1
1 Master bed. Secondar 200 20.00 10.00 1 Yes
1 Master bath Secandar 86 0.00 4.30 1 No
1 Bedroom ##3 Secondary 144 14.40 7.20 1 Yes
1 Bath #3 Secondary 50 0. 00 2.50 1 No
1 Bath #2 Secondary 41 0.00 2.05 1 No
1 Bedroom #2 Secondary 159 15.90 7.95 1 Yes
1 Great room Primary 4Q5 48.50 24.25 1 No
1 Powder Primary 37 0.00 1.85 1 No
1 Laundry primary 57 0.00 2.85 1 No
1 Family room Prim. 194 19.40 9.70 1 No
1 Kitchen Primary 147 14.70 7.35 1 No
1 Dining room Prim. 213 21.30 10.65 1 No
1 Halls, closets, etc. 560 0.00 0.00 1 No
TOTAL FOR FLOOR 2373 1
• Bedroom #3 Primary 150 15.00 7.50 1 Yes
• Bath #2 Primary .54 0.00 2.70 1 No
• Storage Primary 66 0.00 0. 00 1 No
• Master bath Primary 130 0. 00 6.50 1 No
• Master bed. Primary 218 21.80 10.90 1 Yes
• Halls, closets, etc. 406 0.00 0.00 1 No
TOTAL FOR FLOOR 1024 1 Yes
BUILDING TOTAL 4668 2
FOOTNOTES:
1) EGRESS - An operable window or door that opens directly to the exterior
is required from this roam. The minimum clear operable area must meet
the following. -- Sec. 1204_
1) The minimum clear height is 24 inches
2) The minimum clear width is 20 inches
3) The minimum clear area is 5.7 square feet
4) The maximum sill height is 44 inches
2) The number of exits is based on Table 33-A (Dwellings)
3) A mechanical ventilation system may be used in in lieu of exterior
openings for ventilation. -- Sec. 1205. (c)
4) The requirement for an egress window in the basement is based on
Sec. 1204.
�.A RECYCLED PAPER
TOWN OF VAIL
Department of Community Development
75 South Frontage Road
[pail, Colorado 81657
970-479-2138
FAX 970-479-2452 TM
ROOM DIMENSIONS:
Habitable space shall have a ceiling height of not less than 7 feet G
inches. Kitchens, halls, bathrooms and toilet compartments may have a
ceiling height of 7 feet measured to the lowest projection. If the ceiling
is sloping, then the minimum height is required in only 112 of the area.
---Sec_ 1207. (a)
Every dwelling unit shall have at least one room which has not less than 120
square feet of floor area. Other habitable rooms except kitchens shall have
an area of not less than 70 square feet. --- Sec. 1207. (b)
Habitable rooms other than a' kitchen shall not be less than 7 feet in any
dimension. -- sec. 1207. (c)
GLAZING REQUIREMENTS:
All glazing in hazardous locations is required to be of safety
glazing material. -- Sec. 5406. (d)
1) Glazing in ingress and egress doors except jalousies.
2) Glazing in fixed and sliding panels of sliding. door assemblies and
panels in swinging doors other than wardrobe doors.
3) Glazing in storm doors.
4) Glazing in all unframed swinging doors.
5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam
rooms, - bathtubs and showers. Glazing in any portion of a building wall
enclosing these compartments where the bottom exposed edge of the
glazing is less than 60 inches above a standing surface and drain inlet.
6) Glazing in fixed or operable panels adjacent to a door where the nearest
exposed edge of the glazxing is within a 24-inch arc of either vertical
edge of the door in a closed position and where the bottom exposed edge
of the glazing is less than 60 inches above the walking surface.
7) Glazing in an individual fixed or operable panel, other than those
locations described in items 5 and 6 above, than meets all of the
following conditions:
A. Exposed area of an individual pane greater than 9 square feet.
B. Exposed bottom edge less than 18 inches above the floor.
C. Exposed top edge greater than 36 inches above the floor.
D. One or more walking surfaces within 36 inches horizontally of the
plane of the glazing.
8) Glazing in railings regardless of height above a walking surface.
included are structural baluster panels and nonstructural in-fill
panels.
See exceptions.
SMOKE DETECTOR REQUIREMENTS:
A smoke detector is required on the ceiling or wall at a point centrally
located in the corridor or area giving access to each sleeping area.
--- Sec. 1210. (a) 4.
A smoke detector is required on the ceiling ar wall in each sleeping
area. -- Sec. 1210. (a) 4.
A smoke detector is required in the basement. -- Sec_ 1210. (a) 4.
A smoke detector is required on all stories. Sec. 1210. (a) 4.
If the upper level contains sleeping room(s) , a smoke detector is required
L^ RECYCLEDPAPER
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TOWN OF VAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452 TM
in the ceiling of the upper level close to the stairway.
-- Sec. 1210. (a) 4
Smoke detectors are required to be wired to the building's power source and
shall be equipped with a battery backup. -- Sec. 1210. (x) 3.
Detectors shall sound an alarm audible in all sleeping area of the dwelling
in which they are located. --- Sec. 1210. (a) 4.
OCCUPANCY SEPARATION:
Between the garage and the residence, materials approved for lhr fire
construction are required on the garage side only and any doors between
the garage and the residence are to be a self-closing 1 3/8 inch solid
core door or a 20 minute fire door. -- Table 5-B & Sec. 503. (d) exc. 43
STAIR REQUIREMENTS:
A stairway in a dwelling must be at least 36 inches wide. -- Sec. 3306. (b)
The maximum rise of a step is 8 inches and the minimum run is 9 inches.
-- Sec. 3306. (c) exc. #1
Provide a handrail on one side a stairway 34 to 38 inches above the nosing if
there is 4 or more risers. -- Sec. 3306. (1)
Provide a guard rail where drop off is greater than 30 inches. Minimum height
= 36 inches, maximum opening size = 4 inches. --- Sec. 1712. (a) exc. #1
The minimum headroom is 6 ft.- 8 inches. -- Sec. 3306. (0)
Enclosed usable space under the stairs is required to be protected as required
for lhr fire-resistive construction. Sec. 3306. (1)
SHAFT ENCLOSURES:
1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than
9 square feet may lined on the inside with not less than 26 gage
galvanized sheet metal with all joints locklapped. The outside must be
1 hr construction. All openings into any such enclosure shall be protected
by not less than a self-closing solid wood door 1 3/8 inches thick or
equivalent. -- Sec. 1706. (f)
2) Gas vents and noncombustible piping installed in walls passing through
3 floors or less do not need to be in 1 hour shafts
-- Sec. 1706. (c)
3) Shafts for gas vents, factory-built chimneys, piping, or ducts that do
not extend through not more than 2 floors need not be in 1 hour shafts.
-- Sec. 1706. (c)
4) All other shafts are required to be enclosed in a 1 hour assembly.
-= Sec. 1706. (a)
ATTIC REQUIREMENTS:
1) Provide an access to all attic areas with a clear height of 30 inches
or more. The minimum size is 22 inches by 30 inches. There must be 30
inches or more clear height above the access. -- Sec. 3205. (a)
2) Provide ventilation in all attic areas. The net free vent area is
to be not less than 1 square foot for each 150 square feet of attic area.
The vent area may be 1/300 if at least 500 of the required ventilating
area is provided by ventilators located in the upper portion of the
attic. The upper ventilators must be at least 3 feet above the eve or
cornice vents. -- Sec. 3205. (c)
4MRECYCGEDPAPER
ji
1�
TO WN OF VAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452 TM
For a 3513. 0 sq.ft. attic area:
Ratio Miminum sq.ft. of vent
1/150 23. 42
1/300 11.71
CRAWLSPACE REQUIREMENTS:
1) Provide ventilation either by mechanical means or by openings in exterior
walls. Opening shall provide a net area of not less than 1 square foot for
each 150 square feet of area in crawl space. Openings shall be distributed
on two opposite sides and be located as close to corners as practical-
-- Sec. 2516. (c) 6. Note: Vent openings may be reduced to 106 of the above
if ground surface area is covered with an approved vapor barrier and the
building official approves.
For a 935. 0 sq.ft. crawlspace area:
Ratio Minimum sq.ft. of vent
1/150 6.23
2) Provide 18-inch by 24-inch access opening to the crawl space area. Note:
opening may be required to be larger if mechanical equipment is located
in the crawl space. -- Sec. 2516. (c) 2.
3) .Unless the wood is listed as an approved wood of natural resistance to
decay or treated wood, the minimum clearance between exposed earth and
floor joist is 18 inches. The Minimum clearance to beams and girders is
is 12 inches. -- Sec. 2516. (c) 2.
ADDITIONAL REQUIREMENT'S:
For R3 occupancy
This project will require a site improvement survey. Such survey
shall be submitted and approved prior to request for frame
inspection.
All crawl spaces within the Town Of Vail are limited to a earth to
structural floor ceiling height of 51 , be earth floor only, be
ventilated as per UBC 2516(0) 6 with minimum access as per UBC
2516(C)2 and maximum access of 9 sq. ft.
Any building site with a slope of 30 degrees or more shall require an
engineer design. Such design shall address drainage, soil retainage
and structural design.
Excavation below slabs on grade shall not be permitted without prior
approval.
Address numbers shall be posted plainly visible and legible from the
street.
For M1 occupancy
Slope garage floor to allow for drainage to outside to provide a
floor drain with sand and oil interceptor to dry well or to sewer.
Any garage floor drain connected to sewer must be approved by Upper
��.+RECYCLED PAPER
TOW
N OF VAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479.2138
FAX 970-479-2452 7M
Eagle Valley Water & sanitation District.
In garages with living area above, the walls of the garage wiich are
bearing the area above shall be protected with one hour fire
resistive construction. UBC 503 (B) .
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