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SE WER
S EWER
$EWER `S ~ EWER MANHOLE 0280 LOT 7
SEWE RIM ELEV. = 8101.4' 0.424 ACRES
INV. ELEV. 8093.4' 745 FOREST ROAD
FOUND PIN & CAP
ELEV. = 8101.9'
SEWER MANHOLE
RIM ELEV. = 8108.8'
s '.......�^. SEINE
SEWER � I
N
LOWER GARAGE SLAB
o � ELEV = 8112.0'
ROOF ELEV. N
= 8146.5' UPPER GARAGE SLAB
*ELEV. = 8123.2'
INDICATES A
CONCRETE WALL
ro
OUTLINE OF
DUPLEX FOUNDATION
80
1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE
MONUMENTS FOUND MARKING THE NORTHWESTERLY CORNER OF LOT 7 AND
THE NORTHEASTERLY CORNER OF LOT 7.
2) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN
HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY.
3) 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 CERTIFICATION SHOWN HEREON.
4) LOT 7 WAS UNDER CONSTRUCTION AT TIME OF FIELD LOCATIONS; OTHER
FEATURES MAY EXIST WHICH ARE NOT SHOWN HEREON.
S88 °00'QQ "E -- 120.00'
FOREST ROAD (50" R.O.W.)
BUILDING /FOUNDATION
is PROPERTY LINE
PROPERTY LINE (ADJOINING)
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS
PREPARED FOR R.A. NELSON & ASSOCAIATES, THAT IT IS NOT A LAND
SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE
ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT
LINES.
I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED
PARCEL ON THIS DATE, 2/12/2008, 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, 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.
�AMUEL H. ECKER .y
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34.0'
GRAPHIC SCALE
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ROOF
;
20 0 10 20 40
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13.3' ..,.._ 16.2'
Mel
P ROOF
'to
LOT (
ELEV.
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( FEET }
= 8142.9'
o
1 inch — 20 ft.
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6.7'
°
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LOT fi
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(0)
H
23.3'
C14
ROOF ELEV o
;° 12.2
1 0
= 8138.3' °
16
WOO
5.6'
NOTES:
14.2'
FENC
LOWER GARAGE SLAB
o � ELEV = 8112.0'
ROOF ELEV. N
= 8146.5' UPPER GARAGE SLAB
*ELEV. = 8123.2'
INDICATES A
CONCRETE WALL
ro
OUTLINE OF
DUPLEX FOUNDATION
80
1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE
MONUMENTS FOUND MARKING THE NORTHWESTERLY CORNER OF LOT 7 AND
THE NORTHEASTERLY CORNER OF LOT 7.
2) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN
HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY.
3) 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 CERTIFICATION SHOWN HEREON.
4) LOT 7 WAS UNDER CONSTRUCTION AT TIME OF FIELD LOCATIONS; OTHER
FEATURES MAY EXIST WHICH ARE NOT SHOWN HEREON.
S88 °00'QQ "E -- 120.00'
FOREST ROAD (50" R.O.W.)
BUILDING /FOUNDATION
is PROPERTY LINE
PROPERTY LINE (ADJOINING)
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS
PREPARED FOR R.A. NELSON & ASSOCAIATES, THAT IT IS NOT A LAND
SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE
ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT
LINES.
I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED
PARCEL ON THIS DATE, 2/12/2008, 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, 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.
�AMUEL H. ECKER .y
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GENERAL. NOTES:
1. DO NOT SCALE DRAWINGS.
2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR TO BEGINING
ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR
DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY.
3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN
APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE
PARTICULAR AREAS.
4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER, STUD
COLUMNS, OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND
ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF
WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED.
S. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS, LOCATIONS
INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS,
TOLEET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE
BEAMS.
6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR
DOOR TYPES,
7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE
FOR WINDOW TYPES.
8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING
FLOOR AND WALL SPACES, VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS.
9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE
CONTRACTOR FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THEY SHALL
IMMEDIATELY NOTIFY THE ARCHITECT, FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT
SHALL NOT CONSTITUTE A DELAY IN THE PROJECT,
10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE
CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS
GOVERENED BY THE IBC 2003. COMPLIANCE IS MANDATORY. THE CONSTRUCTION
DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT
CODES INCLUDING IN IBC AND ALL LOCAL AND REGIONAL CODES.
12. THE GENERAL CONTRACTOR SHALL VERAY ALL EXISTING GRADES AND SCALE OUT
THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINING
ANY SITE WORK.
. .
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R.A. NELSON
51 EAGLE ROAD #2 P.O. BOX 5404
AVON, COLORADO 81620
PH. 970.949,5152
FX. 970.949.3239
CONTACT:
Tim Dee
Kyle Hoiland
61"M:�s�0 �
MONROE & NEWELL, ENGINEERS INC.
619 MAIN ST. SUITE 7, CO 80443
PH. 970.668.3776
PH. 970.668.3789
CONTACT:
Gerda Bolton
Jeremiah Wendell
frisco@monroe-newell.com
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RESIDENTIAL- TWO FAMILY
Occupancy Classification:
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A4.00 A4.1 A
Section Cut Reference Detail Area Reference
1
A3.a
EL: 0' -0"
Elevation Reference Elevation Symbol
1
A A -2.0 __3
Detail Cut Reference Large Area Detail Reference
A 1213111999
Revision Cloud Revision Symbol
13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF &
DECK SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE
MINIMAL PROBLEMS WITH THESE SURFACES.
14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S
WRITTEN APPROVAL.
15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL
CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS
TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE
RECOGNIZED STANDARDS OF THE INDUSTRY.
16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND /OR OUTSIDE
SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY
DISCREPANCIES.
17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING
UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION
IMPACTS TO THE SITE.
18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE
ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF
EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE- VEGETATED TO BLEND WITH
THE NON - DISTURBED LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE
RE- VEGETATED TO BLEND WITH THE NON - DISTURBED LANDSCAPE.
19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER.
20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE
CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS
FOR LAYOUT; ANY DISCREPENCIES VERIFY WITH ARCHITECT.
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Grid Bubble Material Tag
WXX
Window Type
CIVIL
CI 1 :10 EXISTING TOPOGRAPHIC SURVEY
• • r • •
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I • A • A
ARCHITECTURAL
A
OO I
CONSTRUCTION MANAGEMENT PLAN
3 "CONC
Q
PROPOSED GRFA & BASEMENT CALCULATIONS
A
0
EXTERIOR SITE LIGHTING
5 "CONC/ METAL DECK
to --
BOT. OF DECK,TYP —
A
1
RE: STRUCT FOR
A
1 02
SPECIFIC CONDITIONS
A
103
STEEL RE: STRUCT
— FLOOR ASSEMBLY
1 LAYER OF
PROPOSED ROOF PLAN
A
5/8" TYPE 'X' GB
OVERALL ELEVATIONS
A
OVER STRUCT STEEL
—
A
FLOOR ASSEMLY --------
PROPOSED WEST ELEVATION
A
ANCHORED ON
PROPOSED NORTH ELEVATION
LEDGER RE: STRUCT - = /f�
�
PROPOSED EAST ELEVATION
A
PARTY WALL
CEILING AS OCCURS
A
301
RE: FIN. SCHED. TYP.
/Z
302
CONCRETE WALL
�z
304
STONE VENEER@ 8" CONC.
q .
Q
500
RE: A501 FOR
CONC WALL TO
ASSEMBLY
SLAB ON GRADE
1 HR PARTY WALL ASSEMBLY— VERTICAL & HORITCAONTAL— RE: PLANS
UL #263 JSYSTEM #
HW —D -0442
A
WIDTH
DE50RIPTION
SUFFIX
8"
TYPE AI
CONCRETE WALL
S SMOKE
10"
TYPE A2 CONCRETE WALL
8"
TYPE A3 FLOOR ASSEMBLY
CIVIL
CI 1 :10 EXISTING TOPOGRAPHIC SURVEY
• • r • •
r A
I • A • A
ARCHITECTURAL
A
OO I
CONSTRUCTION MANAGEMENT PLAN
A
002
PROPOSED GRFA & BASEMENT CALCULATIONS
A
003
EXTERIOR SITE LIGHTING
A
1 00
PROPOSED L LEVEL FLOOR PLAN
A
1
PROPOSED LEVEL ONE FLOOR PLAN
A
1 02
PROPOSED LEVEL TWO FLOOR PLAN
A
103
PROPOSED LEVEL THREE FLOOR PLAN
A
104
PROPOSED ROOF PLAN
A
200
OVERALL ELEVATIONS
A
201
PROPOSED SOUTH ELEVATION
A
202
PROPOSED WEST ELEVATION
A
203
PROPOSED NORTH ELEVATION
A
204
PROPOSED EAST ELEVATION
A
300
BUILDING SECTIONS
A
301
BUILDING SECTIONS
A
302
BUILDING SECTIONS (NOT INCLUDED IN SET)
A
304
STAIRS- BUILDING SECTIONS/ ENLARGED PLAN
A
500
DETAILS
A
501
DETAILS
A
600
EXTERIOR WINDOW & DOOR SCHEDULE
A
601
EXTERIOR WINDOW DETAIL
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Monroe & Newell
Engineers, Ir.
P.O. Box ISS
70 Benchmark Road, Suite:
Avon. Colo 816
FAX 7
Email: avoncy'monro� newel/.,
• • I701 lvvnk P Street, Suite.
15enver. Colorado 802
1303 %6
FAX (, 623 -6Cr
Email: dcnvcr ,monme- newelLc
PO Box 2:
big Maio Street, Suite
.ristio, Colonulo SO4
(970) 668 -37:
FAX (970} 668 -37
Email: Frisco @monroe- newelc
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FIRE HYDRANT
6�& TREE 8)
`�' (DECIDUOUS)
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�± LIGHT POLE
M VALVE /
MANHOLE (ELECTRIC)
FPH� PEDESTAL (PHONE)
MANHOLE (SEWER)
DRIVEWAY/EDGE OF ASPHALTI
PROPERTY LINE
PROPERTY LINE (ADJOINING)
F�«�������� ������� �� �� �� - '-- ^ "~�«»� (50
�°��°��, 8 �
SEWER MANH OLE
RIM ELEV, = 8108.8'
FOUND PIN /b CAP ��--
ELEV. = 8101.9`
�
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LOT 6
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m 20 40
( IN FEET
1\ DATE OF TOPOGRAPHY.
21 BASIS Of ELEVAT SEWER MANHOLE MH0280 RIM ELEV. = 810.4| INVERT ELEV. = 80834'
NOTI CE: ACCORDING 000LORADO 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 ACll0V BASED UPON ANY DEFECT |N THIS SURVEY BE COMMENCED MORE THAN TEN YEARS
FROM THE DATE OF CERllF|CATlON SHOWN HEREON.
4) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD
PLAT FOR THE SUBJECT PROPERTY.
5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY.
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR LAND TITLE
GUARANTEE COMPANY & MONOGRAM REAL ESTATE ACQUISITIONS % THAT |T|S NOT ALAND
SURVEY PLAT, AND THAT !T|S NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE
BUILDING, OR OTHER FUTURE IMPROVEMENT LINES.
| FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE,
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, 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.
SAMUEL H.ECKE
COLORADO P.L.S. No. 30091
SURVEYOR'S CERTIFICATE
|, SAMUEL H. ECKER, A PROFESS LAND SURVEYOR REG UNDER THE LAYS OF THE STATE
OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER WY
SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE.
SAMUEL H. ECKER
COLORADO P.L.S. Nu 300 91
FOR AND ON BEHALF OF
GORE RANGE SURVEYING LLC
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Vill
Limit of -
Disturbance
:,.rty le EX.
o p e
e as e in e
jj - t jji Y
Existing Trees to be
Removed
Existing
Concrete Pad to
be Removed
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UUO
,
Existing House t e
Remo
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1
within the building
footprint are interpolated)
Existing Trees to be
20' Front Setback Line
i f ( 1 1 W
Exist* Trees to be
TMoved
Existing Deck anc
Wooden Walk to
be Removed
Existing Concrete Valley
Pan to be Removed
Scale -1" = 10' -0"
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Job No. 0637.00
Issue
Date
Condl DRB
Jan. 31,'07
Final DRB
Feb. 26, '07
DRB
Mar. 7,'07
Permit
April 4,'07
21frl c i ,gp lll
e Incorporated
All Rights Resc%c
'this docurnent, and the ideas and
designs irtc.,rm
" ll
i"
'
".'ern " pg
i ", se
, a" ice,
is the property of r' eldscal
hicor ratedandisnottMused,
in whole or in part, for any other
pro Ct Without the written
authhorization 0,Rc Fields.
Sheet
L 1
of four
•
•
•
•
21frl c i ,gp lll
e Incorporated
All Rights Resc%c
'this docurnent, and the ideas and
designs irtc.,rm
" ll
i"
'
".'ern " pg
i ", se
, a" ice,
is the property of r' eldscal
hicor ratedandisnottMused,
in whole or in part, for any other
pro Ct Without the written
authhorization 0,Rc Fields.
Sheet
L 1
of four
19 2' 20
16
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20.0
Heated Paver Drive on
a separated Zone
Unheated 4' Wide
Valley Curb per ION.
Specifications
Curved masonry address monument
wail with stone veneer to match the
house stone and an inset road name and
number with internal lighting.
Forest R o a d
ate Paver 3 5
3.0' 45'@ 3.8% S �
4 I
2 s' '
25 a
24
e
26.0
R
y
25.0' 15'-91 3% °
�6
�•� 26
Heated Paver Drive on
a separated Zone
Unheated 4' Wide
Valley Curb per T.O.V.
Sped fications
Curved masonry address monument
wall with stone veneer to match the
house stone and an inset road name and
number with internal lighting.
Scale -1't = 10' -0"
Symbol Key
Evergreen Tree to Remain (typ.)
Evergreen Tree to be Removed (typ)
+ " Deciduous Tree to Remain (typ,)
F `
a
Deciduous Tree to be Removed (typ,)
Existing Contour
Proposed Countour
Limit of Disturbance
J
Offset of Building for Fire Protection
Native Seed Revegetation Specifications
Native Seed .Mix 9:
Grass Seed: 'Multi -Color High Altitude Seed Mix' Mix as available from Arkansas
Valley Seed Company, Denver, CO (303- 920 -7300)
Grass Seed Mix:
Ephraim Crested Wheatgrass 30%
Dwarf Perennial Ryegrass 20°x6
Blue Fescue 20%
Reubens Canada Bluegrass 15%
Chewings Fescue 10%
Wildflower Seed 5%
Grass Seed: 10 oz, per 1000 sq. ft. P,L.S,
Native Seed Mix: 9 -10 oz. per 1000 s 1. ft. P.L.S.
Straw Mulch:
Clean oat or wheat straw well seasoned before bailing, free from mature
seed - bearing stalks or roots of prohibited or noxious weeds,
Seeding:
Loosen soil of seeded areas to depth of 4"
Grade soil of seeded areas to smooth even surface with moderately coarse
texture
Apply seed at specified rates in (2) equal sowings at right angles to each other
Place straw within 24 hours (2) 50 lb. balls per 1000 s.f, crimp into soil
Temporary Erosion Control
Straw bale siltation berms shall be utilized durin the construction and landscaping
periods, Berms shall be located according to the plans and as required to control
run -off and shall be installed prior to excavation,
Water dissipaters shall be installed at intervals in drainage swales not to exceed 25' o,c
The Contractor shall be responsible for preventing the release of sediment4aden water
(mud) from the construction site, and shall be required to install additional control
facilities at the direction of the Owner or Owner's Representative, should problems
occur.
All slopes greater than 2:1 will receive jute mesh erosion control fabric until
revegetation grasses are established.
Protecting Natural Features:
The area of disruption will be completely fenced to protect surrounding undisturbed
vegetation. The areas which are not landscaped but within the disruption zone will be
revegetated to match the natural vegetation.
All existing trees designated to remain will be surrounded with snow fence installed at
the drip line. The fencing will remain through the entire construction period.
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This document, and the ideas and
designs incorporated herein, as an
instrument of professional service,
is the property of hieldscape
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Planting
23 07'(1 1/2) i
anng �' i � ',
e Area -� ! ,
Plan i
✓�
„-
22.17 t.,':3
i 12.5' �E = i
, 1 }
x
Heated Paver
__ i�
• l w� Drive Garage A �
i I�
FFE 8123.0' 1 S Snow Storage Calculation:
/ 12.3' Gara f G 3 /0 40' -6" @ 5% � /'
Unit A Drive: 1,114 s.f.;
S 0 ° 10% 111 s.f.
Sloping Retaining Walt, 14 FFE 8112,25'
Al, I (�
height as shown; stone 213 s.f. provided at the hammerhead
d 1
veneer to match house stone
Ci
''��-
e-
N
00
�
20'
7
00
2
O
U
w
l
.;
16
10% =140 s.f,
o
T.U.W.
230
.Q,
146 s.f. provided at the hammerhead'
c�
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rC54V , 18 . ---''�
00
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o
Job No. 0637.00
Issue
Date
Conc'1 DRB
Jan. 31,
Final DRB
Feb. 26, '07
DRB
Mar. 7,'07
Permit
April 4,'07
•
•
�r
i
s
1
N
This document, and the ideas and
designs incorporated herein, as an
instrument of professional service,
is the property of hieldscape
I
L
94 ,
9
Sloping Perimeter Wall
6A0
_r te
T
Q)
O
0
46
� 4
0 ;
1 00
0
9
0
;96
s
94 0 6
0
0 0
.,..- ' aSexnent
0 utility
--' -- '
�
t P .
Fire
t •` ----- -•- 6 �° "
it 5
7 w 24
Fire 3,7'
Pi
Stone patio
r ;x _ g #'" Un'"" . ... "°` ,, s' `4 s $' , • .=1 6 «„?, � z� a
�" 1 . f s • Z , ,�-22 , tom-} /// � 'a n � µ 'ti. :.- i� � r
Inlet Rim
2.8' h.
,
0
ff r. �, _ t ti sass. . � ^� `� . =' .nk • 3 �� � �. � O
w T t —
�4 f
3
k
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lot Rini
r t
6' -0" ray 2, �„ � ����� ��� k
m
°� ^� � at��� � =L .� `v`t._ �...`, '� •4... ,�.n�,?c e ��
s
Stone Patio e
Hot
JJ
r
f „
• Tub 1 ) C a r ,_ , - I2 _0 i
0
Inle R, � 7,0`
k _ .
ut.. o•w. I Bedroom 1 Famil6
r 4�z.a { FFE 8102,0' 2
I
i .82 ( 7.1
it
FFE 8102,0' r 4
juniors 12
I Suite Prllnar % 6 Zi
6 FFE 8102.0' y I
i —
� Suite
FFE 8102.0'
,
FFE
8.75' 9.0' 8112.75' i ►1 ► t 12
El �.Z
rig i
evato u - , �- s�
�iQirr i I11 = — 10 y. @
Unit I
f i FFE 88J .25'
-
f o os
y --- — Elevator-0
Entry i x.
FFE 8113.25'
ff
9.0' I I Stair �' ,6.�;.`r''
_.
D uplex ° 13 s.£ Snow'
Stara e
�.x ,r
fay - Entry i%
Window
'
4. Y
r
_ �
Well] fi
oa �� i � ! FFE 8123,25 L22G' r�.t��
Planting
23 07'(1 1/2) i
anng �' i � ',
e Area -� ! ,
Plan i
✓�
„-
22.17 t.,':3
i 12.5' �E = i
, 1 }
x
Heated Paver
__ i�
• l w� Drive Garage A �
i I�
FFE 8123.0' 1 S Snow Storage Calculation:
/ 12.3' Gara f G 3 /0 40' -6" @ 5% � /'
Unit A Drive: 1,114 s.f.;
S 0 ° 10% 111 s.f.
Sloping Retaining Walt, 14 FFE 8112,25'
Al, I (�
height as shown; stone 213 s.f. provided at the hammerhead
d 1
veneer to match house stone
T 4,
t�5 ,�
''��-
e-
y
�
20'
Inlet Rim �
Li.1i.5' tvl
Fro Setba L ine 12
2
Snow Storage Calculation:
Unit B Drive: 1,404 s.f.;
�� 1$
.;
16
10% =140 s.f,
, t =
T.U.W.
230
.Q,
146 s.f. provided at the hammerhead'
,.+a
rC54V , 18 . ---''�
Gas Fire Pit in masonry vault with stone
veneer to match the house stone.
Premanufactured Hot Tub in a masonry vault
with stone veneer to match the house stone.
Flip -back cover to be mounted on the heated
stone coping. Hot tub to be determined. (both
sides)
Limit of Disturbance o e
Line Fence e
o
09 T'
r
J� f
4
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A�
do
MEN
• J t• 't
Du
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M20 W0010mamm.
Junior
Suite Primary
Suite
ara
5
r c
a �
• r cvx 1 ' sn
trr
t1d
Elevator ,
a�
ask;.
Stair i
PrA
A O
c e e
1
FA
Fat Albert Spruce
Picea pungens 'Fat Albert'
fl�� \~ ��u r l 1 � /�
Symbol Common Name
'
Flower
1
Count
i�
i
3
lrr
Big Tuna Mugo Pine
Height / Spread
1
'Slowmound'
Colorado Blue Spruce
Picea pungens
None
4
�11a
A�
do
MEN
• J t• 't
Du
•
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M20 W0010mamm.
Junior
Suite Primary
Suite
ara
5
r c
a �
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trr
t1d
Elevator ,
a�
ask;.
Stair i
PrA
A O
AC
71
9
9
E
WMI
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oSS
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»rf„
^� 'YC`'�"�` `��' = :�• . � � ... ,. .r "`'.;��t '" -�'�,
YT
{ JJ V j b f�
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eT
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P l ant
c e e
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FA
Fat Albert Spruce
Picea pungens 'Fat Albert'
fl�� \~ ��u r l 1 � /�
Symbol Common Name
'
Flower
1
Count
i�
rs
3
lrr
Big Tuna Mugo Pine
Height / Spread
1
'Slowmound'
Colorado Blue Spruce
AC
71
9
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Fat Albert Spruce
Picea pungens 'Fat Albert'
fl�� \~ ��u r l 1 � /�
Symbol Common Name
Scientific Name
Flower
Growth
Count
Size
575'
3
lrr
Big Tuna Mugo Pine
Height / Spread
1
'Slowmound'
Colorado Blue Spruce
Picea pungens
None
50725'
2
10' Ht.
#7
Dwarf Green Globe Spruce
Picea pungens 'Globe"
lvR
Wood's Rose
4
12' Ht,
Alpine Currant
Ribes alpinum
D
Redtwig Dogwood
Cornus stolinifera 'Baileyi"
1
14' Ht.
Rosa glauca
Maiden Grass
Miscanthus sinensis 'Gracillimus'
5
16' Ht,
None
2'/3'
4
5 Gal.
2
18' Ht.
2
20' Ht.
1
24' Ht.
rn
N
Cl1
°° Radiant Crabapple
'Radiant'
Malus spp. Radiant
Deep Pink
' '
23/1$
5
3 Cal.
"
E
o Quaking Aspen
Populus tremuloides
None
35/25'
44
2" Cal.
x
21/2" Cal.
x
3" Cal.
None
25725
1
FA
Fat Albert Spruce
Picea pungens 'Fat Albert'
fl�� \~ ��u r l 1 � /�
M
Montgomery Spruce
Picea pungens Montgomery'
None
575'
3
lrr
Big Tuna Mugo Pine
Pinus mugo 'Big Tuna'
1
'Slowmound'
Slowlnound Mugo Pine
Pinus mugo
None
White Bud Mugo Pine
Pinus mugo 'White Bud'
#7
Dwarf Green Globe Spruce
Picea pungens 'Globe"
lvR
Wood's Rose
Rosa woodsii
AC
Alpine Currant
Ribes alpinum
D
Redtwig Dogwood
Cornus stolinifera 'Baileyi"
R
Red Leaf Rose
Rosa glauca
Maiden Grass
Miscanthus sinensis 'Gracillimus'
None
25725
1
10 Gal.
None
575'
3
10 Gal.
k44
ty
All Disturbed Areas
l-4
(U
None
6'/5'
1
#7
cd
;-.4
None
3
1
#7
None
273'
U
>
W
None
2'/3'
4
5 Gal.
Pink 474' 8 5 Gal.
Insignificant 3 -6/3 -6 14 5 Gal. vn
,a
White 8'/8' 4 7 Gal. :Z
Pink 6/5' 6 5 Gal.
None 4'/4' 15 1 Gal.
1,290 32 ct.,12" o.c.
>
d
All Disturbed Areas
CZ
1,180 Sq. Ft.
v,
U
U
Stone patios, landings and Mixed Perennials
steps on concrete slabs with
heating. Stone type and Native Grass Mix to Match Existing Grasses
pattern to be determined.
Sod
17- Limit of Disturbance
Line Fence
General Notes and Specifications
5� 2O
Scale -1" = 10' -0"
F orest Road
Entry
1. Location of all trees shall be staked by the Contractor and approved by the Landscape
Architect prior to final installation,
2. Exact placement and shape of planting beds shall be reviewed by the Landscape
Architect prior to installation of irrigation system.
3. AD plant material shall be backfilted with one part peatmoss /compost mixture with
two parts topsoil.
4. All plants shall be "Colorado Grown "; if not available "Colorado Fielded ", or "Northern
Grown" may be acceptable.
5. Spruce trees to be nursery grown with leader intact and undamaged.
6. All herbaceous planting beds shall be amended with well rotted manure /compost rnixture
(one cubic yard compost per 350 s.f. one cubic yard sphagnum peatmoss per 250 s.f.)
and tilled into rock free topsoil to a minimum depth of 6 ".
7. All herbaceous beds shall be top dressed with 1" extra fine shredded hardwood bark mulch.
8. All shrub beds and tree wells shall receive a minimum of 3" shredded hardwood bark mulch.
9. All plant beds shall receive Mira -fi filter fabric or equal.
10. Place a variety (species and bloom time) of perennials and ground covers in masses
(min. 6 plants) where designated on the plan Plant masses of bulbs in perennial beds.
11. All deciduous trees 2 -112" cal. and over shall be staked with 6 steel T stakes and
guyed with #14 gauge galvanized wire and 1 -1/2" wide x 18" green nylon tree straps;
all trees less than 2- T cal, shalt be staked by 6' lodgepole stakes with the same
guying and wrapping specifications.
11 All deciduous trees shall be provided with a tree well at its base. Wells are to be
earth constructed having a minimum shallow depth of 4"
13. All newly planted trees shall be rootfed at time of installation. Rootfeeding shall
consist of a liquid root growth stimulator, including vitamin B -2 and a slow release
fertilizer composed of 14 +14 +10+2 °lo iron.
14. All trees, shrubs, vines and mixed flowers shall receive drip irrigation at a schedule
consistent with their individual needs, All sod areas shall receive spray irrigation with
100% overlap. All disturbed areas to be revegetated with native grasses and wild-
flower seed shall receive temporary irrigation for a minimum of 30 days; thereafter,
decrease water application gradually. This system will have an automatic clock with
an integrated rain sensor /shut -off.
15, Aspen trees shall be field collected with a minimum of three clear trunks unless otherwise
specified.
16, Unless otherwise noted by the drawings or technical specifications, all planting beds shall
be separated from sod and native seed mix by Bend -A -Board edger.
17. One application of di- ammonium phosphate fertilizer, 18 -46"0 shall be broadcast prior
to seeding at a rate of 7-8 lbs. 1,000 s.f.
18. All disturbed areas located on the Landscape Plan to receive native grass treatment
shalt be revegetated by sewing the following seed mixture at a rate of 42 lbs. /acre.
19. Percent mix of each seed type shall be approved by the Landscape Architect.
Seed % Mix
Sheep Fescue 20
Creeping Red Fescue 20
Canada Bluegrass 20
Canby Bluegrass 20
Rocky Mountain Wildflower Mix 20
20. All areas to receive wildflower seeding shall be sown with the following mix of wildflower
seed. Percent mix of each seed type shall be approved by the Landscape Architect.
Seed % Mix
Siberian Wallflower 15.08
Perennial Lupine 13.08
Sweet Williams Pink 12.04
Rocky MountainPenstemman 12.04
Perennial Gallardia 12.04
Blue Flax 10.04
Dwarf Cornflower 6.04
Annual Baby's Breath 6.04
Com Poppy 3.04
California Poppy 300
Dame's Rocket 3,00
Shasta Daisy 3.00
Giant Columbine 1.00
White Yarrow .32
Aspen Daisy .24
21, All seed, sown and fertilized areas are to be lightly raked into soil.
22. Mulch all sown areas with 2-3" of straw or hay free of weeds,
23. All straw mulched areas are to tackified with an approved organic tackifier at the rate
of 120 lbs. per acre
24. All finish grades shall provide for natural runoff of water without low spots or pockets.
Set flow lines accurately and provide a minimum 2 and a maximum 33% gradient unless
otherwise noted. Contractor shall be responsible for positive drainage throughout the
site, with accurately set flow lines. No low spots or ponding of water will be accepted
in the final work Positive drains a shall occur awu from all im rovements.
21 'Specimen' plant material shall be flagged at the hol nursery r approval from the
Landscape Architect.
26. Plant quantities in the Plant Schedule are for information only. Landscape Contractor is
responsible to do their own quantity takeoffs for all plant material on the plans. in
case of discrepancies, plans take precedence over plant schedule.
27. Contractor shall field verify existing grades, utilities and conditions, and notify the
Owner of any discrepancies before starting work, making modifications as directed
by the Owner. Contractor will be required to complete the work of this project
according to the proposed drawings, details and specifications. If conflicts arise
in the field, contact the Owner for resolution, Contractor shall take take sole
responsibility for any costs incurred due to damage of said utilities.
28. Verify locations and conditions of existing trees and plant material prior to beginning
work. Contractor shall take appropriate measures to protect them and avoid
compaction within drip lines. Avoid cutting of roots over 1" diameter. Existing plant
material damage by contractor shall be replaced at contractors expense.
29, It shall be the Landscape Contractors responsibility to conform to all design criteria
as noted on the Drawings or the technical specifications. Any discrepancies, deletions,
additions or alterations to the Drawings or specifications shall be presented in writing
to the project Landscape Architect prior to installation.
30. Landscape Contractor shall submit the Company's written document regarding it's policy
in plant guarantee and replacement to the Owner. Each guarantee shall conform to the
minimum standard of replacing all material, including labor due to the sickness or death
of a plant for the period of one year following final acceptance.
31. Landsepe Architect will have the sole and exclusive right to accept and reject any plant
material brought onto the Site which he /she may find unacceptable.
32. Landscape Architect must have a minimum of 24 hours notice prior to desired site visit.
0
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Jab No. 0637.00
Issue Date
Conc'l DRB Jan. 31,'07
Final DRB Feb. 26, '07
DRB I Mar. 7,'07
i
r
1
i
oCopyyrright
Pieldseape Incorporated
All Rights Reserved
this document, and the ideas and
designs incorporated herein, as an
instrument of professional service,
is the property of Fieldscape
Incorporated and is not to be used,
in whole or in part, for any other
proj�eect without the written
authorization of Ric Fields.
Sheet
L3
of four
rr rr •
/'/ /
Typical Cast Iron Grate Section
/I X
Cast Iron Sectional Crate
1/2" Ex pansion joint with 'X
Seat if Rjg id Pavement
Polymer Concrete Tremch Drain
Assembled in the Field as per
Manuf. Specifications in Min. 4"
Concrete Collar
End or bottom of Discharge
4" Concrete Collar all Around.
See Structural Drawings for
Rainforcment.
4" Aggregate l3ackfill
Compacted Subbrrado
Concrete Trench Drain
Not To Scale
Downhill
6'-0" max. O.C.
6'-0" max. O.C.
6'-0" max. O.C.
O
co
led Drive withing R.O.W.
on a separate zone
Asphalt Road
Proposed Drive
Concrete Pan Section
02
Not to Scale
@ - - - - - - - - - - -
Uphill
Wire Fence:
staple 6" x 6" dia. max. 12
1/2 gauge mini. mesh
fence to Posts
Wood Posts: -
Imbed 6'x 4" dia. wood posts in grade
by 3'.
Provide Pockets at Stairway
Edges for Planting and Stop
Lights.(Sco site Sheet Ll for
Light Typo and Model.)
— 4" x 4" Trench
uphill of Silt Fence
Silt Fence Plan
Not to Scale
Boulder Edgers.
2" - 3" Minimum Thickness
Sandstone Treads and
Risers. 95% Compacted
Snow Melt System by Others. Subgrado
See Sheet Ll for Locations.
3-5'Dia. Moss
Rock Boulders
Mortor setting bed. NOTE: Slope each tread
at 2% away from riser above.
15" Min.
12 1P
A djacent Pavement.
tv
• 4z
- iurn.
12" Minimum.
Key Boulder into
Existing Grade
4" Road Base Below
Bottom Course
Concrete Stairway. Refer to
Structural details.
4i) Sandstone Step Section
06
Not to Scale
Heated Drive
(paving to be selected)
Area of Disturbance
0.5
ade
min. aggregate base course
Unheated Concrete Pan
adjacent to T.O.V. Roadway
Note:
For overall grading, top
and bottom of wall spot
elevations, see Site
Grading Plan
Moss Boulder Retaining Wall
1/4
Finish Grade
Silt Fence Elevation
Not to Scale
C:)
CA
00
0
0
I
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0
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00
00
r-.4 CD
X
0
<u
d
1111
Job No. 0637-00
Issue
Date
Conc'l DRB
Jan. 31,'07
Final DRB
Feb. 26, '07
DRB
Mar. 7,'07
Permit
April 4,'07
Ocopright
Fiel scape Incorporated
All Rights Reserved
This document, and the ideas and
designs 11professiona ted herein, as an
11" ic r v ice,
is the property of Fieldscipe
Incorporated and is not to be used,
in whole or in part, for any other
t the
withou ivritteft
authorization of Ric Fields.
Sheet
L4
of four
Silt Fence Section
Not to Scale
0
0
X
--q
0
U
A
0
U
M
q
W
�
0
0
0
0
w
Lf)
Ocopright
Fiel scape Incorporated
All Rights Reserved
This document, and the ideas and
designs 11professiona ted herein, as an
11" ic r v ice,
is the property of Fieldscipe
Incorporated and is not to be used,
in whole or in part, for any other
t the
withou ivritteft
authorization of Ric Fields.
Sheet
L4
of four
Silt Fence Section
Not to Scale
GRAPHIC SCALE
10
( IN FEET )
1 inch = 10 ft.
9�
GRADING /DRAINAGE OF
LANDSCAPED AREAS BY
LANDSCAPE ARCHITECT
TOW = 8105.5
BOW =8101. ------
T/ STONE CAP --
'BOW= 8106.5
T/ STONE CAP
S 8114' 9'
BOW =8109
T/ STONE CAP (�
:
W= = 8109 ,
TOW =8108
BOW =810
CONCRETE RETAINING WALL ��
TO BE DESIGNED BY OTHERS
BUILDING PERMIT COMMENTS INDICATE THE FIRffiLT FENCE
DEPARTMENT REQUIRES FIRE SPRINKLERS DUE TO
THE FACT OF INADEQUATE CIRCULATION AROUND
PERIMETER OF DUPLEX. WE ARE PROPOSING SF
NUMEROUS CHANGES TO ALLEVIATE CIRCULATION C?6 S1
ISSUE:
1. "A" AND "B " DRIVEWAYS TO HAVE
POURED CONCRETE STAIRS WITH
HANDRAIL DOWN TO GRADE- 7 -1 /z' OFF OF
2. SNOWMELTED FOOTPATH 3b0 AROUND 4
ERIMETER OF DUPLEX
3. " OULD Q9>
RETAINING WALL AT NORTHWEST CORNER OF
SITE, SMALLER POURED RETAINING WALL NEAR
"B " WEST TERRACE WITH STONE VENEER
4. NORTH "PARTY WALL" SEPARATING UNITS "A "
& "B " HAS BEEN CUT BACK Y -0" TO CREATE
BETTER 150' FIRE DEPT. CONNECTION POINT
5. "B " PATIO RE- WORKED TO ACCOMODATE
ENTRY FROM THE WEST- FOOTPRINT HAS NOT
BEEN CHANGED Sloping Retaining Wall,
height as shown; stone
veneer to match house stone
NOTES BY LANDSCAPE ARCHITECT
1r
TYPICAL STONE LAID
STEPS, T =1'4" R =6"—,
'\ INC
%
Unheated 4' Wide
Valley Curb per T.O.V.
Specifications
Curved masonry address monument .
wall with stone veneer to match the
house stone and an inset road name and
number with internal lighting. Grading
inside of curved wall to roughly match
the grades outside.
NOTES BY LANDSCAPE ARCHITECT
1 0
�
T
F o r e s t R o a d
BASE PLAN CREATED BY:
ARCHITECT: HEATHER BARRIE, KH WEBB ARCHITECTS, P.C.
LANDSCAPE ARCHITECT: RIC FIELDS, FIELDSCAPE, INC.
fl
Q�
GRADING /DRAINAGE OF
LANDSCAPED AREAS BY
LANDSCAPE ARCHITECT
25.0' \ 12' /
Heated Paver Drive on
a separated Zane
Unheated 4' Wide
Valley Curb per T.O.V.
Specifications
Curved masonry address monument
wall with stone veneer to match the
house stone and an inset road name and
number with internal lighting. Grading
inside of curved wall to roughly match
the grades outside.
NOTES BY LANDSCAPE ARCHITECT
Scab -1" =10 -0
1
Monroe & 'iew&
Engineers, Inc.
2604
oa
o.
D A T E :
02.26.07
•
r-�
VAIL DRB
AWft
«r
®
.. AM
PERMIT
04.11.07
z
r.i
CD SET
-00
..
r-
4 TOV REVS.
07.17.07
�.0
Cs`
ca
z
0
w
0
Monroe & 'iew&
Engineers, Inc.
PR0jECT:
2604
DRAWN BY:
KAW
D A T E :
02.26.07
•
VAIL DRB
AWft
«r
®
.. AM
PERMIT
04.11.07
REVS.
06.05.07
CD SET
-00
..
07.05.07
4 TOV REVS.
07.17.07
PR0jECT:
2604
DRAWN BY:
KAW
D A T E :
02.26.07
ISSUANCE:
VAIL DRB
12.20.06
VAIL DRB
02.26.07
PERMIT
04.11.07
REVS.
06.05.07
CD SET
01,21,01
TOV REVS,
07.05.07
4 TOV REVS.
07.17.07
a
IN
GRAPHIC SCALE
( IN FEET
I inch = 10 ft
d
GRADING/DRAINAGE OF---,
LANDSCAPED AREAS BY
LANDSCAPE ARCHITECT
T/ STONE C AP
duW-blou
T/ STONE CAP
AMPIK�
0 0
1ZO 2%
* 0
7r6 22.95
,72
'IN
T
Hm
J J
0133M.1
?Sff 15.0' 13.07''(1 ")
.9 1
riting Area
an I
14.4'
PRE LOPED, POLYCASST
TRENCH DRAI*_\.1
–INC DIAMETER
HA GE PIPE
TO GHT
8'@ 11.8% 121
22.50'
POLYCAST
CATCH I BASTN—\
.01
Unheated 4' Wide —1
Valley Curb per T.O,V
Specifications
Curved masonry address monument -
wall with stone veneer to match the
house stone and an inset road name and
number with internal lighting. Grading
inside of curved wall to roughly match
the grades outside,
NOTES BY LANDSCAPE ARCHITECT
F o r e s t R o a d
BASE PLAN CREATED BY:
ARCHITECT. HEATHER BARRIE, KH WEBB ARCHITECTS, P.C.
LANDSCAPE ARCHITECT- RIC FIELDS, FIELDSCAPE, INC.
z
T
Heated Paver Drive on
a separated Zone
Unheated C Wide
Valley Curb per T.O.V.
Specifications
Curved masonry address monument
wall with stone veneer to match the
house stone and an inset road name and
number with internal lighting. Grading
inside of curved wall to roughly match
the grades outside.
NOTES BY LANDSCAPE ARCHITECT
Scale -1 = 10
6
nro
AINAGE OF
AREAS BY
ARCHITECT
a
. /-SILT FENCE
P R 0 j E C T
TOW=8105.5
D R A W N B Y
BOW=81011
DA
T/ STONE CAP
I S S U A N C E :
Y BOW=8106.5
VAIL DRB
T! STO CAP
VAIL DRB
BOW=8109
co
T/ STONE CAP
S-81141-9
REVS.
BOW=8109
CD SET
TOW=8108
BOW=810
CONCRETE RETAINING WALL Ds
TO BE 04 :SIGNED BY OTHERS-"
BUILDING PERMIT COMMENTS INDICATE THE E
DEPARTMENT REQUIRES FIRE SPRINKLERS DUE TO
THE FACT OF INADEQUATE CIRCULATION AROUND SH
PIPING
PERIMETER OF DUPLEX. WE ARE PROPOSING
ES TO TERI
NUMEROUS CHANGES TO ALLEVIATE CIRCULATION
ISSUE:
........... 4. "A" AND"B" DRIVEWAYS TO HAVE
POURED CONCRETE STAIRS WITH
HANDRAIL DOWN TO GRADE
2. FOOTPATH FROM STAIRS TO MAIN
LEVEL TERRACE ENTRY(PATIO)
E
3. ELIMINATION OF 6-0" BOULDER
RETAINING WALL AT NORTHWEST CORNER OF
SITE, SMALLER POURED RETAINING WALL NEAR
"B" WEST TERRACE WITH STONE VENEER
4. NORTH "PARTY WALL" SEPARATING UNITS "A"
& "B" HAS BEEN CUT BACK Y -0" TO CREATE
BETTER 150' FIRE DEPT. CONNECTION POINT
5. "B" PATIO RE-WORKED TO ACCOMODATE
Ir
ENTRY FROM THE WEST- FOOTPRINT
BEEN CHANGED
tai a
h eight as
veneer to match house stone
NOTES BY LANDSCAPE ARCHITECT
TYPICAL STONE LAID
STEPS, T-1'4" R=6
Oct
AMPIK�
0 0
1ZO 2%
* 0
7r6 22.95
,72
'IN
T
Hm
J J
0133M.1
?Sff 15.0' 13.07''(1 ")
.9 1
riting Area
an I
14.4'
PRE LOPED, POLYCASST
TRENCH DRAI*_\.1
–INC DIAMETER
HA GE PIPE
TO GHT
8'@ 11.8% 121
22.50'
POLYCAST
CATCH I BASTN—\
.01
Unheated 4' Wide —1
Valley Curb per T.O,V
Specifications
Curved masonry address monument -
wall with stone veneer to match the
house stone and an inset road name and
number with internal lighting. Grading
inside of curved wall to roughly match
the grades outside,
NOTES BY LANDSCAPE ARCHITECT
F o r e s t R o a d
BASE PLAN CREATED BY:
ARCHITECT. HEATHER BARRIE, KH WEBB ARCHITECTS, P.C.
LANDSCAPE ARCHITECT- RIC FIELDS, FIELDSCAPE, INC.
z
T
Heated Paver Drive on
a separated Zone
Unheated C Wide
Valley Curb per T.O.V.
Specifications
Curved masonry address monument
wall with stone veneer to match the
house stone and an inset road name and
number with internal lighting. Grading
inside of curved wall to roughly match
the grades outside.
NOTES BY LANDSCAPE ARCHITECT
Scale -1 = 10
6
nro
AINAGE OF
AREAS BY
ARCHITECT
a
. /-SILT FENCE
r-7
I M111 IV
P R 0 j E C T
2604
D R A W N B Y
KAW
DA
02.26.07
I S S U A N C E :
VAIL DRB
12.20.06
VAIL DRB
02.26.07
co
01*
REVS.
06.05.07
CD SET
06.25.07
C.T..
E
ei
r—
Ir
f__
Oct
L"
eww%
cn
J "
T
MIC
:3Z
1 —o
CU
r-7
I M111 IV
P R 0 j E C T
2604
D R A W N B Y
KAW
DA
02.26.07
I S S U A N C E :
VAIL DRB
12.20.06
VAIL DRB
02.26.07
PERMIT
04.11.07
REVS.
06.05.07
CD SET
06.25.07
I
0 1114 1 ki US 2 a Fil ki 0
0101
L �d. � � � , � ,t ' III
CONSTRUCTION MANAGIVIENT PLAN
1/8" = P-01.
mm
RE
'he C;
mm
LA_
1 4�
—
00 cry
o rN
r.
Rr
L&j C=;
__j r.
L4J
LLJ
Monroe & Newell
]Engineers, Inc.
am
.4m
Lei -CC
P R O J E C T : 2604
D R A W N B Y KAW
D A T E : 02.26.07
I S S U A N C E :
VAIL DRB 12.20.06
VAIL DRB 02.26.07
X11
Yroposea
Duplex
77"
Plafitino Ar e -
A
----------- -------
TOILET
U
�
CL
1&2
00
@ 2%
7
3-
ty s
58'(4)11. %
CONSTRUCTION MANAGIVIENT PLAN
1/8" = P-01.
mm
RE
'he C;
mm
LA_
1 4�
—
00 cry
o rN
r.
Rr
L&j C=;
__j r.
L4J
LLJ
Monroe & Newell
]Engineers, Inc.
am
.4m
Lei -CC
P R O J E C T : 2604
D R A W N B Y KAW
D A T E : 02.26.07
I S S U A N C E :
VAIL DRB 12.20.06
VAIL DRB 02.26.07
X11
Yroposea
Duplex
77"
Plafitino Ar e -
A
----------- -------
TOILET
U
�
CL
1&2
00
@ 2%
3-
ty s
58'(4)11. %
)4%
z
Heated Raver
V
T - N
Unve ALL Uf1UrY
Heated Prav
CONNKA IONS
AND MV I'A.6
Drive.,
45'
04 2L'
r y
LOCT�'.AFED ON
jn1g, Rim,
%
E - J IS
y .
7
- 4
T O'W,---. - 6 •
T.O.W.
A —
19.0
27.0'
x
n AAT
e o
30.0'
T0.1`tA
t.
10 @ 8%
4:_
;PARKING
' NG��PARKING
"ING
PARKI
Y. Y,
PARKING
PARK PARKING
TRAILER
Iff @ 8%
2
4
_-
10
'.
zo
J
<
•
CONSTRUCTION MANAGIVIENT PLAN
1/8" = P-01.
mm
RE
'he C;
mm
LA_
1 4�
—
00 cry
o rN
r.
Rr
L&j C=;
__j r.
L4J
LLJ
Monroe & Newell
]Engineers, Inc.
am
.4m
Lei -CC
P R O J E C T : 2604
D R A W N B Y KAW
D A T E : 02.26.07
I S S U A N C E :
VAIL DRB 12.20.06
VAIL DRB 02.26.07
X11
Lffice
F-03m
1 2 3 4 5 b 7 0 9 10
WALL AREA: 258 WALL AREA: 263 WALL AREA: 60 WALL AREA: 56 WALL AREA: 120 WALL AREA: 85 WALL AREA: 25 WALL AREA: 51 WALL AREA: 95 WALL AREA: 85 11 WALL AREA: 30 12 WALL AREA: 108
AREA UGRD: 258
AREA UGRD: 263 AREA UGRD: 60 AREA UGRD: 56 AREA UGRD: 114 AREA UGRD: 78 AREA UGRD: 22 AREA UGRD: 43 AREA UGRD: 77 AREA UGRD: 66 AREA UGRD: 23 AREA UGRD: 79
P
GRFA CALCULATION:
LOT SIZE: .424 AC. / 18,468 SQ. FT.
BASED ON I.L.C.'S BY GORE RANGE SURVEYING, 04.25.2006
ZONING: TWO-FAMILY PRIMARY/SECONDARY RESIDENTIAL
TOTAL ALLOWABLE GRFA:
A-SIDE @ 60%: 4,170 SQ FT
B-SIDE !2 40%: 2,780 SQ FT
6,950 SQ FT
PROPOSED SQ. FOOTAGES:
A-SIDE:
2,050 SQ FT
jai
_71
ROOF OILQW
V.E A I 0A
. LEVEL ONE
+ 1330 (BASEMENT)
o
1,930 SQ FT
_.
Pr b"_011
%f'K AUY
N
rrrr'rirc
1 2 3 4 5 b 7 0 9 10
WALL AREA: 258 WALL AREA: 263 WALL AREA: 60 WALL AREA: 56 WALL AREA: 120 WALL AREA: 85 WALL AREA: 25 WALL AREA: 51 WALL AREA: 95 WALL AREA: 85 11 WALL AREA: 30 12 WALL AREA: 108
AREA UGRD: 258
AREA UGRD: 263 AREA UGRD: 60 AREA UGRD: 56 AREA UGRD: 114 AREA UGRD: 78 AREA UGRD: 22 AREA UGRD: 43 AREA UGRD: 77 AREA UGRD: 66 AREA UGRD: 23 AREA UGRD: 79
P
GRFA CALCULATION:
LOT SIZE: .424 AC. / 18,468 SQ. FT.
BASED ON I.L.C.'S BY GORE RANGE SURVEYING, 04.25.2006
ZONING: TWO-FAMILY PRIMARY/SECONDARY RESIDENTIAL
TOTAL ALLOWABLE GRFA:
A-SIDE @ 60%: 4,170 SQ FT
B-SIDE !2 40%: 2,780 SQ FT
6,950 SQ FT
PROPOSED SQ. FOOTAGES:
A-SIDE:
2,050 SQ FT
B-SIDE:
1,525 SQ FT
. LEVEL ONE
+ 1330 (BASEMENT)
o
1,930 SQ FT
A-SIDE:
1,465 SQ FT
B-SIDE:
1,525 SQ FT
,LEVEL TWO
1,487 SQ FT
TOTAL PROPOSED GRFA
A-SIDE:
A-SIDE:
816 SQ FT
B-SIDE:
560 SQ FT
. LEVEL THREE
B-SIDE:
4,265
c=k
a
A-SIDE:
1,142 SQ FT
B-SIDE:
0 SQ FT
GARAGE
A-SIDE:
621 SQ FT
B-SIDE:
655 SQ FT
SQ FOOTAGE TOTALS
Lij
A-SIDE:
6,094 SQ FT
B-SIDE:
4,265 SQ FT
CREDITS
2604
A-SIDE:
2X300 (GARAGE CR)
D A T E :
+ 1330 (BASEMENT)
o
1,930 SQ FT
B-SIDE:
2X300 (GARAGE CR)
VAIL DRB
887 (BASEMENT)
1,487 SQ FT
TOTAL PROPOSED GRFA
A-SIDE:
6,094
-1,930
4,164 SQ. FT. PROPOSED
B-SIDE:
4,265
c=k
a
-1,487
2,778 SQ. FT. PROPOSED
WALL AREA: 210
AREA UGRD: 136
WALL AREA: 233
AREA UGRD: 168
WALL AREA: 90
AREA UGRD: 56
10 0
0Y.3044IM10 M 1; ky, fol I Im g
1/8" = V-0"
Aul W a Kole] I'M a WT 0 WT s Mm
NTS
Monroe & Newell
Engineers, Inc.
P.O. Box 1597
70 Benchmark Road, Suite 204
Avon, Colorado 81620
PAX � 'WO) 949-7768
970) 9494054
Fmali: avou@mouroe-nowell,com
• 1701 Wynkoop Savet, Saito 200
Deaver, Colorado 80202
(303) 623-4927
Entail: denver=
Ak
Am
-
AM 4�
P R O J E C T :
2604
00
LA—
LA
cp,
D A T E :
02.26.07
o
N
VAIL DRB
12.20.06
VAIL DRB
02.26.07
cc
o
cp%
cy.
LAJ
%_J'
C=
c=k
a
LAJ
O
__j
Lij
Monroe & Newell
Engineers, Inc.
P.O. Box 1597
70 Benchmark Road, Suite 204
Avon, Colorado 81620
PAX � 'WO) 949-7768
970) 9494054
Fmali: avou@mouroe-nowell,com
• 1701 Wynkoop Savet, Saito 200
Deaver, Colorado 80202
(303) 623-4927
Entail: denver=
Ak
Am
-
AM 4�
P R O J E C T :
2604
D R A W N B Y
KAW
D A T E :
02.26.07
I S S U A N C E :
VAIL DRB
12.20.06
VAIL DRB
02.26.07
fiv.T.W.r.T�.
V 1 \ I rl %.X
BASEMENT
CALCULATIONS
I�IIIY�
13 14 lb 16 17 18 19 20 21
WALL AREA: 342 WALL AREA: 164 WALL AREA: 293 WALL AREA: 35 WALL AREA: 30 WALL AREA: 110 WALL AREA: 30 WALL AREA: 50 WALL AREA: 85
AREA UGRD: 29 AREA UGRD: 41
AREA UGRD: 0 AREA UGRD: 4 AREA UGRD: 11 AREA UGRD: 9 AREA UGRD: 14 AREA UGRD: 24 AREA UGRD: 39
25 Lb
WALL AREA: 140 WALL AREA: 230
AREA UGRD: 130 AREA UGRD: 228
NORTH
LOWER LEVEL
X "
V
R
Fire
P . t
j
4
_7
It
R
Y
�
M
D
R
- ---- -----
�� 1.
vvoWif `!�j, 'W
Plcahtjp�,A
reaJ
'T
, I � %
S
J-
o) 2%
.seek a .58' 11.8%
4 @ a 41
Heted River
Heated Taver
Driv ALT, U 111'rl'y
- ONNF0 IONS
45' @ 1, �7%
AND rvlfi'rrtis
LOCCATED ON
r . 01, Drive',
Im
Rd,�t R*
5
V
_71 24
4.
16
T.Q.wi
T.O.W.
18; 27.0'
o <
4
.14i T.O.W.
205 T.O.W-
0 'J'
4. 30.
: 4-- p"',
8% 5
10 (It;
10 C? 8% 24
4,
1
81
All
4
20__
------------
20
Curve6 mason ry-add ress • monument wall with story veneer
- ------- - - house-stone -and an inset road name - and to match�--the e and
number w ith internal lighting.
A - POULSEN NYHAVN MAXI
WALL- SHOWN ON
ELEV
B- BK DR2 T-4 DRIVE
WALK LIGHT
CUSTODE GRADINO
pp—
STEP/WALL LIGHT, BRONZE
METALLIC
0 D - TEKA- ARCADE- COPPER W/
HORIZONTAL LOUVERS
H - FX LUMINAIRE DL-20
BRONZE METALLIC
** VERIFY LIGHTING KEY W/
MOST RECENT COPY OF
EXTERIOR LIGHTING SCHEDULE
EXTERIOR LIGHTING FIXTURE COUNTS:
A - (>40W) 14 - INCLUDED IN FIXTURE COUNT
B - <40W 21 - NOT IN FIXTURE COUNT
C - (<18"H) 18 - NOT IN FIXTURE COUNT
D - (>18"H) 4 - INCLUDED IN FIXTURE COUNT
F - (>18"H) 6- NOT IN FIXTURE COUNT
TOTAL NUMBER OF LIGHTS 18" OR HIGHER &/OR IN EXCESS
OF 40W OR 400 LUMENS = 18
I felf. x f Lint _8011 f "
IMANIN11- [Qla
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9
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Monroe & Newell
En&eers, Inc.
P.O. Box 1597
70 Nvadmwk Road, Suite 204
Avon, Colorado $1620
(970) 949-7768
PAX (970) 949-4054
Email: avon@monroo-newelLoom
• 1701 W= Colorado Strect, 80202
S 200
(3036234927
0
Email: cknver=
•
-law
low
Ak
P R 0 j E ( T : 2604
D R A W N B Y KAW
D A T E : 02.26.07
I S S U A N C E :
PAIL DRB 12.20.06
PAIL DRB 02.26.07
N M
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9mm
vs
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Affirsm
1.5
Q
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tr.
^a'
B- GARAGE
501 1HR CEI ; ?•
1 9. 1 , [ Oil ASSEM Y
INSIDE FACE OF
I STRUCT WALL '»•
S•.
TROP SURFACE
GAS METER F s• Sue SLOPE 501 ,.N.
LOCATIONS HERE DRAIN TOWARD 4
VISIBLE FROM %1 DOOR
_WALKWAY ,:: . {_ ,e:,t r,' .,•.. ,�, , . •� . ; .... y , :,.,. r. y: ,• .... ,• , • ''
1 i
c A
@ I
A200 A301 A300 A300
14' -6" 5' -6" 01 5 1 - 6 11 12' - 6 "
� LEVEL ONE FLOOR PLAN
3 1/4" = 1' - 0 "
(4 (4.3I
moral
Ew
31' - 0 " `
61
P.-
2
A200
D.1
Ln
4 �D.
2
A302
0
19
R
O
O V
A
P10jECT: 2614
DRAWN BY: AAW
DATE: 12.LV
ISSUANCE:
1AL DU 122m
YAL DAB a"
PERMIT 04.107
AM AEMS. F2 07
0.07
TOY
AM 07.17.07
t To AM 10.24,07
LEVEL ONE
FLOOR PLAN
Mo
AIP
s�
ac
�
+OI.
mi a
3 0 :
'Va.
1
Mome &>�
� s
s.•E
Po
rw OE
rANVANOWNWAVEJAMMM
O
O V
A
P10jECT: 2614
DRAWN BY: AAW
DATE: 12.LV
ISSUANCE:
1AL DU 122m
YAL DAB a"
PERMIT 04.107
AM AEMS. F2 07
0.07
TOY
AM 07.17.07
t To AM 10.24,07
LEVEL ONE
FLOOR PLAN
Mo
AIP
5 a
i
0
h—A
c-#
r-#
O
in
4 1
N
�mm
G
Imm
mm
WHERE W ON TOP OF CURB MEETS THE
WALL, ND WMP UP EXT. FACE OF EXT.
SHEATHIN 24' ABOVE PLYWOOD DECK SIM
S /A501. ALSO EXTEND WMP ON SSHEATHING
2 BEYON UTSIDE FACE OF CURB AND EXTEND
CONTINUOS WI WPM ON OUTSIDE FACE OF
CURB SEE 11/A501
. GATE CC A ■wR /�
•
—
110)ECT: 244
DRAWN 11: (1W
DATE: vim
ISSUANCE:
dl Dli I22tli
1AL DI{ OLt{.11
rEuur a.n.oi
REVS. 06.0s .07
Im TOY AEI�S 07.17A7
RE1f. 1014.01
LEVEL TWO
FLOOR PLAN
O th)"
rte.
•a
�I
F'A
Apdriffmil
•
—
110)ECT: 244
DRAWN 11: (1W
DATE: vim
ISSUANCE:
dl Dli I22tli
1AL DI{ OLt{.11
rEuur a.n.oi
REVS. 06.0s .07
Im TOY AEI�S 07.17A7
RE1f. 1014.01
LEVEL TWO
FLOOR PLAN
O th)"
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1OX BOARD ON BOARD CEDAR STAINED SUPERDECK NATURAL
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DATE: 02.26.07
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03.10.06
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SNOW GUARDS (2) HIGH HOLE PIPE BRACKET & BASE PLATE SEE STRUCT FOR DETAILS
FLASHING/ WINDOW TRIM METAL - FINISH: GALV. PAINED NON MAGNETIC, NON GLARE- BROWN
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Engineers, Inc.
P.O. Box 1597
70 Benclunark Read, Suite 204
Avon, Colorado 81620
(97119.1168
PAX (970}94 - 4 054
avon@monrmnewclLcom
• 1701 W9=0
Mt 200
Colorado '020'
FAX 1311116,2,34927
.� ,X (,0, 6
) 5-6602
Entail: dcavcr@mc=oe-=lLw-
PO Box 295
619 Main Street. Suite V
Misco, Colorado 80443
(970)668 , 3776
FAX (,.) , 6 83789
Email: hisco@monroo-neNva.com
M1
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------
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1X4 CEDAR T&G W1 ANODIZED ALUM CHANNEL- SUPERDECK 1905
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- ----- - - --------
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Monroe & Newell
Engineers, Inc.
P.O. Box 1597
70 Benclunark Read, Suite 204
Avon, Colorado 81620
(97119.1168
PAX (970}94 - 4 054
avon@monrmnewclLcom
• 1701 W9=0
Mt 200
Colorado '020'
FAX 1311116,2,34927
.� ,X (,0, 6
) 5-6602
Entail: dcavcr@mc=oe-=lLw-
PO Box 295
619 Main Street. Suite V
Misco, Colorado 80443
(970)668 , 3776
FAX (,.) , 6 83789
Email: hisco@monroo-neNva.com
2604
CO
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02.26.07
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12.20.06
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02.26.07
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Monroe & Newell
Engineers, Inc.
P.O. Box 1597
70 Benclunark Read, Suite 204
Avon, Colorado 81620
(97119.1168
PAX (970}94 - 4 054
avon@monrmnewclLcom
• 1701 W9=0
Mt 200
Colorado '020'
FAX 1311116,2,34927
.� ,X (,0, 6
) 5-6602
Entail: dcavcr@mc=oe-=lLw-
PO Box 295
619 Main Street. Suite V
Misco, Colorado 80443
(970)668 , 3776
FAX (,.) , 6 83789
Email: hisco@monroo-neNva.com
P R O J E C T :
2604
D R A W N B Y
KAW
D A T E :
02.26.07
I S S U A N C E :
VAIL DRB
12.20.06
VAIL DRB
02.26.07
4m
P R O J E C T :
2604
D R A W N B Y
KAW
D A T E :
02.26.07
I S S U A N C E :
VAIL DRB
12.20.06
VAIL DRB
02.26.07
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FINISH GRADE
P R 0 j E C T: 2604
DRAWN BY: uW
DATE: 02.26.0T
ISSUANCE:
MAN. DIM
1210.06
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02.26.01
PERMIT
04.11.01
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D R A W N B Y KAW
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P R O J E C T : 2604
DRAWN B Y KAW
D A T E : 02.26.07
I S S U A N C E :
VAIL DRB 12.20.06
VAIL DRB 02.26.07
BUILDING SECTIONS
99111
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L.Li °
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Monroe & Newell
Engineers, Inc.
P.O. Box 1597
70 Berthrazsk Road, Suite 204
Avon, Colorado 81620
(970) 949-7768
F = 9 0 949-4054
Email. avon@ (97 949.4054
1701 Wynkoop Street, Suite 200
Deaver, Colorado 80202
(303) 623-4927
FAX (303) 623-6602
Email: denver@mortroo-newell-com
PO Box 295
6 1) Main Street, Suite 1#7
Frisco, Colorado 80443
V (970) 668-3776
fri � -37 a
Email:
Vj
As
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4=0
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L.Li °
LLJ
Monroe & Newell
Engineers, Inc.
P.O. Box 1597
70 Berthrazsk Road, Suite 204
Avon, Colorado 81620
(970) 949-7768
F = 9 0 949-4054
Email. avon@ (97 949.4054
1701 Wynkoop Street, Suite 200
Deaver, Colorado 80202
(303) 623-4927
FAX (303) 623-6602
Email: denver@mortroo-newell-com
PO Box 295
6 1) Main Street, Suite 1#7
Frisco, Colorado 80443
V (970) 668-3776
fri � -37 a
Email:
4�
P R O J E C T : 2604
D R A W N BY KAW
D A T E : 02.26.07
I S S U A N C E :
VAIL DRB 12.20.06
VAIL DRB 02.26.07
BUILDING SECTIONS
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Will
As
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P R O J E C T : 2604
D R A W N BY KAW
D A T E : 02.26.07
I S S U A N C E :
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VAIL DRB 02.26.07
BUILDING SECTIONS
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TYP. ALL HANDRAIL ENDS
16"DIAM. CONTINUOUS SOLID
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X}V|DE ROUT IN TOP-RAIL
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- SEE PROJ. MAN. FOR SPEC.
TIMBER STRINGER; DIE
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\OVDE ROUT FOR
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l"X3"X TREAD LENGTH
MAHOGANY INLAY
G" TIMBER POST
6X6 TIMBER POST
----
"COPPER OAK" WOOD FLOOR
FRAMING PER STRUCT__
EDG|NGRE:STRUCT - SPAN
ENTIRE WIDTH OFSTAIR
OPENING; MATERIAL SUPPLIED
8YT|MBERFRAMER5 ------
6 11M ��MA
OPEN RISER
5V
STRINGER; MATERIAL TOBE
SUPPLIED 8YT|M8ERFRAMERS '
3l4"X2X
ANGLE SUPPORT --------
FLOOR FRAMING PER STRUCT,
V" STEEL PLATE,
TYP. THIS RUN —
4"xl0"CONT|NUOU5ETIMBER
EDGING; MATERIAL TO8E
SUPPLIED BYTlK1BERFRAMERS
PLYWD.
2X STAIR FRAMING ------
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3Y) Xl4"TIMBER
STRINGER; MATERIAL TO
BE SUPPLIED BY
/ T/M8ERFRAMERS
/
TIMBER TREAD; TIMBER
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WOOD FLOOR W/ TYP. EDGE
DETAIL
FLOOR FRAMING PER STRUCT.
5V2" X 14" (ACTUAL) TIMBER
EDGING PER ARCHIT.; RUN FULL
LENGTH OF LANDING; MATERIAL
SUPPLIED BY TIMBERFRAMERS
6 "
x4" CONT
\HOGANY TOP-RAIL
OV|DE ROUT |NTOP-RAIL
/R%""XWXV"STEEL
1ANNEL GLASS SUPPORT
0EOF6N6 (ACTUAU
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Q0D FLOOR DR8k4.;
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CM8NNEL/ GLASS SUPPORT
- SEE PROJ. MAN. FOR SPEC.
3"= l
2
CENTER OF MULLION
CENTER OF MULLION
LAN DING
TYP o^Noox|L & POSTS; SEE
TIMBER BEAM PER STRUCT.
TIMBER STRINGER, nP,
TIMBER TREAD, BEYOND
GLASS PANEL WITH
^uGnTpm^mE^ FIBER OPTIC
LIGHTING @) BASE - SEE l4/AJl3
5V o\Cru meeK
EDGING PER AKCH|T.; RUN FULL
LENGTH OrLANDING; wxTsn|AL
SUPPLIED ovT|M8ERFxAwsnS
3
FLOOR FRAMING PER sTRU[T'
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FRAMED STAIR wVTIMBER
TREADS 6 STEEL PLATE
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P 0|[[T 26
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BACKER ROD 6SEALANT
—STONE CAP NVMDRTIR
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MORTER JOINT DOWN %"
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ROOF FRAMING RE: STRU[T
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STONE TIGHT TDSOFFIT
SCALE 1 1/2` = 1'-0"
COPPER PAN FLASHING NV
UPTURNED EDGE & END DAMS
(FULLY SOLDERED) SET |N
CONT BED 0FSEALANT
FLOOR: FINISH SCHEDULE
\-F SEE PLANS
BACKERROD&SEALANT
---
BLOCKING
FRAM|NGRE:5TRUCT
SCALE: 1 1/2' = 1`-0"
30# FELT
6" DRYSTACK
MASONRY VENEER
STL. ANGLE
FINISH F-OOR 0/
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RADIANT HEAT <
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EXPANSION
MATERIAL
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2 a" DRAINAGE MAT
STEEL ANGLE RE:ST
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SCALE 1 1/2" = 1'-0^
ALUMINUM CLAD LIFT-SL
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ALL UNITS
CONC BED w/ SNOW MELT TUBING
SLOPE TO DRAIN 1 / 8 " V-0"
1 /8" ASPHALTIC PROTECTION
BOARD
FLOOR JOISTS SLOPE TODRAI
RE: STRUCTURAL
T.O. STEEL PLATE
Iq/ RE: ELEVATIONS
4"x4"xY4"5TEEL
ANGLE @ CORNERS
18" (INTER. D|AM.)
METAL FLUE; PROVIDE -----
ELECTRONIC DAMPER
METAL FLASHING
1-'RE: ELEVATIONS
^�
�_-
3" SANDSTONE SLAB CAP
STONE VENEER, TYP. ---/
SCALE 1 1/2" = 1'-0"
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,"' UPTURNED EDGE =
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END DAMS (FULLY E
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6" DRYSTACK
DRAIN WITH STRAINER (WRAP @V
2X6 STUD WALL RE:STRUCT
MASONRY VENEER
FILTER FABR|C)-6EEPROJECT
SEALANT K
COPPER FLASHING INTEGRATED
K0ANUALFORDRA|NTYPE
WV WINDOW ASSEMBLY AND
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BACKER ROD AND SEALANT ---
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16
STANDING SEAM METAL
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RE: MATERIAL SCHEDULE
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STONE TIGHT TDSOFFIT
SCALE 1 1/2` = 1'-0"
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---
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LTWEIG� IT CONC W/
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RE: STRUCTURAL
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Iq/ RE: ELEVATIONS
4"x4"xY4"5TEEL
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METAL FLUE; PROVIDE -----
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1-'RE: ELEVATIONS
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DRAIN WITH STRAINER (WRAP @V
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TIMBER POST3—EMBEDENDS B
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---
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----
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----/ �^
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' WPM 6l25 ----\
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8LDG.R4PER
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SEE II/A3O0FOR
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------'
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ROOF FRAMING RE: GTRU[7
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Monroe & Newell
Engineers, Inc.
P.O. Box 1597
m Benchmark Road, Suite 204
Email:
1701 Wmk
�D Street, Suite 200
ca cr� Colorado 80202
Email: deri�
PO Box 295
619 main sn'
71� 776
Email: frisco@momo�neweU.com
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ALL WINDOWS- JELD -WEN ALUMINUM CLAD/ D.FIR INTERIOR/ DBL LOW -E COATING _
1. PROVIDE SCREENS FOR ALL OPERABLE JELD -WEN WINDOWS & DOORS
2. REFER TO ELEVATIONS FOR WINDOW OPERATION
3. SEE ELVATIONS FOR HEAD HTS
14' -Olt 14' -0" 61.611
3
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2 r ( 2 Avon, Colorado 81620
60 3 60 ( ! 1 60 tk 3 (970)949-7768
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SIDES OF OPENING NV3O#
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5"X5" STEEL ANGLE
SUPPORT LINTEL --------
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HEMMED DRIP EDGE
--�~~�
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3"= 1
/ELD4WEN ALUMINUM CLAD
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r~
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PREPARED SILL PAN NVEND
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3" ALL SIDES OFVVDVV
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PREPARED SILL PAN NVEND
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-------
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2X WALL VV/ R,21
INSULATION
VAPOR BARRIER
VGVVB
-T`\/r11^-A" / ^^Ar~ r"% r'17-° a
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WINDOWS; NOTED UNITS TOHAVE
INTEGRATED FIXED SCREENS (SEE
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PREPARED SILL PAN NVEND
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------
SEALANT AND
BACKER ROD, TYP.
D. FIR TRIM NYTAPERED
TOP EDGE @ Y PER FT.
-----'
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VVDN;CONTN. INTO PREPARED S|LL -
PAN PER k4ANUF.5PEC|F. -----~'-
DRAIN SCREEN PER MANUF. SPEC.
---~
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SIDES OFOPENING ------^'~
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PER MANUF. SPEC.
V2" EXTERIOR
SHEATHING ---y-W ------------ Z Z
�xunn/� nunmnn
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x
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LINE DF SILL, BELOW
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SEALANTAND
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BACKER ROD, TYP.
%" DRYWALL AND
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RETURN INTO VVDVV
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Y" SHIM SPACE
SIDES OF OP ENING
._~
2X HEADER
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INSULATION
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VAPOR BARRIER
VAPOR BARR|ER
lXHOR|
s�"GVVB
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/
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MITER CORNERS; EXTEND
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SIDES I-I/2" FROM FIN.
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>t" SHIM SPACE
2X WALL VV/ R,21
INSULATION
VAPOR BARRIER
VGVVB
-T`\/r11^-A" / ^^Ar~ r"% r'17-° a
]"=I
]ELD4WEN ALUMINUM CLAD
WINDOWS; NOTED UNITS TOHAVE
INTEGRATED FIXED SCREENS (SEE
BLDG ELEVATIONS) --------
PREPARED SILL PAN NVEND
DAMSPERMANUF.SPEC.
------
SEALANT AND
BACKER ROD, TYP.
D. FIR TRIM NYTAPERED
TOP EDGE @ Y PER FT.
-----'
VYCOR PLUS ORS(K4.BENEATH
VVDN;CONTN. INTO PREPARED S|LL -
PAN PER k4ANUF.5PEC|F. -----~'-
DRAIN SCREEN PER MANUF. SPEC.
---~
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SIDES OFOPENING ------^'~
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V2" EXTERIOR
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�xunn/� nunmnn
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3 = 1 1 -0 11
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INTEGRATED FIXED SCREENS |
BLDG ELEVATIONS) ----
SEALANT AND
' BACKER ROD, TYP
]ELD-WEN ALUMINUM CLAD
WINDOWS; NOTED UNITS TOH/
INTEGRATED FIXED SCREENS (S
BLDG ELEVATIONS) ------
SEALANT AND
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CEDAR BUC K---___
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SIDES OF OPENING NV30#
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STONE VENEER, TYP._______
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SIDING TYPICAL SILL DETAIL STONE VENEER WALL
3 = 1 1 -0 11
]ELD4WEN ALUMINUM CLAD
WINDOWS; NOTED UNITS TO|
INTEGRATED FIXED SCREENS |
BLDG ELEVATIONS) ----
SEALANT AND
' BACKER ROD, TYP
]ELD-WEN ALUMINUM CLAD
WINDOWS; NOTED UNITS TOH/
INTEGRATED FIXED SCREENS (S
BLDG ELEVATIONS) ------
SEALANT AND
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CEDAR BUC K---___
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SIDES OF OPENING NV30#
FELT OVERLAY
BLDG PAPER; HOLD BACK
3" ALL SIDES OFVVDVV
PER k4ANUF.SPEC. --------'
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SHEATHING
Monroe & Newell
Engineers, Inc
P R O | E [T
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P R O | E [T
7 6 0 4
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0 A T E �
02�6.07
IS SUA@[[�
OF HIGH HEADER
FOUNC7,4,TION NOTE6-
1. DATUM ELEVATION 100 FOUAL5 LEVEL FLOOR
5HEATHIN6 ELEVATION.
2. [XXX'-X"] INDICATES Top OF FOUNDATION WALL ELEVATION,
5. (XXX*-X") INDICATES TOP OF FOOTING ELEVATION.
4. CONTRACTOR SHALL FOLLOW ALL REGUIREMENTS LISTED IN SOILS
REPORT.
5. CONTRACTOR SHALL PLACE (3)-#5 VERTICALLY FULL HEIGHT OF
WALL AT HI -7H 51PE OF ALL WALL 5TEP5 HIGHER THAN 4'-0" IN
ADDITION TO WALL REINFORCEMENT 5HOk4N OTHERWISE.
6. FLOOR ELEVATIONS 5HOk4N ARE AT TOP OF SLAB OR AT TOP OF
PLYWOOD FLOOR SHEATHING.
7. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO
BE LOWERED DUE TO 501L CONDITIONS. VERIFY CHANC-,?ES KITH
STRUCTURAL ENGINEER.
8. PLACE SLAB ON GRADE ON STRUCTURAL COMPACTED FILL OR
NATURAL GRADE AS OUTLINED IN SOILS REPORT.
q. UNLESS OTHERWISE NOTED - ALL SLAB ON &RAPE5 ARE 4" THICK
WITH &X& Pq2.1 X k42.1 WELDED WIRE FABRIC.
10. PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS AS 5HOP4N
ON FOUNDATION PLAN. MAXIMUM SIZE OF EACH AREA SHALL NOT
EXCEED 225 FT?
11. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS
WITH ARCHITECTURAL ORAk4INC-55.
12. CENTER FOOTIN65 UNDER WALLS AND COLUMNS UNLE55
DIMENSIONED OTHERWISE ON FOUNDATION PLAN.
13. REFER TO ARCHITECTURAL DRANINC-75 FOR STAIR FRAMING DETAILS
AND LANDING SLAB ELEVATIONS,
14. ALL SITE kqALL5 NOT 5HOPqN ON THIS PLAN SHALL BE BUILT PER
ARCHITECTURAL LANDSCAPE PLANS, DETAILS AND ELEVATIONS.
51TE NALL5 SHALL NOT BE CONNECTED TO THE OUILDINO UNLF55
NOTED OTHERN15E.
15. RE. SECTION I/SIOOA FOR FIRE PIT DETAILS.
RE: SECTION 11/5202 FOR APDRE55 MONUMENT DETAIL.
16. ALL EXPANSION ANCHORS SHALL BE HILTI KV41K BOLT 5 U.N.O.
ALL EPDXY ANCHORS SHALL BE HILTI HITHY 150 MAX. ADHESIVE
ANCHOR U.N.O.
P-1
MATOHLINE
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DATE:
4/11/07
REVISIONS:
Permit Set:
4/11/07
95% CD:
4/4/07
Progress Set:
3/12/07
S100A
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I . DATUM ELEVATION 100' -0" EQUALS 8113' -O" LEVEL FLOOR
SHEATHING ELEVATION.
2. [XXX' -X "] INDICATES TOP OF FOUNDATION WALL ELEVATION.
3. (XXX' -X ") 1NDICATE5 TOP OF FOOTING ELEVATION.
4. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN 501LS
REPORT.
5. CONTRACTOR SHALL PLACE (3) - #5 VERTICALLY FULL HEIGHT OF
HALL AT HIGH 51DE OF ALL WALL STEPS HIGHER THAN 4' -0" IN
ADDITION TO HALL REINFORCEMENT SHOWN OTHERWISE.
6. FLOOR ELEVATIONS 5HOHN ARE AT TOP OF SLAB OR AT TOP OF
PLYWOOD FLOOR SHEATHING.
`1. FOOTING ELEVATIONS 5HOHN ARE MAXIMUMS AND MAY NEED TO
BE LOWERED DUE TO SOIL CONDITIONS. VERIFY C HANGES WITH
STRUCTURAL ENGINEER.
8. PLACE SLAB ON GRADE ON STRUCTURAL COMPACTED FILL OR
NATURAL GRADE AS OUTLINED IN SOILS REPORT.
R. UNLE55 OTHERWISE NOTED - ALL SLAB ON GRADES ARE 4" THICK
WITH (2X& W2.1 X N2.1 WELDED WIRE FABRIC.
10. PROVIDE CONTROL ,JOINTS OR CONSTRUCTION JOINTS AS 5HOWN
ON FOUNDATION PLAN. MAXIMUM SIZE OF EACH AREA SHALL NOT
EXCEED 225 FT?
11. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS
WITH ARCHITECTURAL DRAWINGS.
12. CENTER FOOTINGS UNDER HALLS AND COLUMNS UNLESS
DIMENSIONED OTHERWISE ON FOUNDATION PLAN.
13, REFER TO ARCHITECTURAL DRAWINGS FOR STAIR FRAMING DETAILS
AND LANDING SLAB ELEVATIONS.
14. ALL SITE HALLS NOT 5H0HN ON TH15 PLAN SHALL BE BUILT PER
ARCHITECTURAL LANDSCAPE PLANS, DETAILS AND ELEVATIONS.
SITE HALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS
NOTED OTHERWISE.
15. RE: SECTION 11SIOOA FOR FIRE PIT DETAILS.
RE: SECTION 1115202 FOR ADDRESS MONUMENT DETAIL.
16. ALL EXPANSION ANCHORS SHALL BE HILTI KWIK E30LT 3 U.N.O.
ALL EPDXY ANCHOR5 5H AI L BE HILTI HITHY 160 MAX. ADHESIVE
ANCHOR U.N.O.
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I . DATUM ELEVATION 100' -0" EQUALS 8113' -O" LEVEL FLOOR
SHEATHING ELEVATION.
2. [XXX' -X "] INDICATES TOP OF FOUNDATION WALL ELEVATION.
3. (XXX' -X ") 1NDICATE5 TOP OF FOOTING ELEVATION.
4. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN 501LS
REPORT.
5. CONTRACTOR SHALL PLACE (3) - #5 VERTICALLY FULL HEIGHT OF
HALL AT HIGH 51DE OF ALL WALL STEPS HIGHER THAN 4' -0" IN
ADDITION TO HALL REINFORCEMENT SHOWN OTHERWISE.
6. FLOOR ELEVATIONS 5HOHN ARE AT TOP OF SLAB OR AT TOP OF
PLYWOOD FLOOR SHEATHING.
`1. FOOTING ELEVATIONS 5HOHN ARE MAXIMUMS AND MAY NEED TO
BE LOWERED DUE TO SOIL CONDITIONS. VERIFY C HANGES WITH
STRUCTURAL ENGINEER.
8. PLACE SLAB ON GRADE ON STRUCTURAL COMPACTED FILL OR
NATURAL GRADE AS OUTLINED IN SOILS REPORT.
R. UNLE55 OTHERWISE NOTED - ALL SLAB ON GRADES ARE 4" THICK
WITH (2X& W2.1 X N2.1 WELDED WIRE FABRIC.
10. PROVIDE CONTROL ,JOINTS OR CONSTRUCTION JOINTS AS 5HOWN
ON FOUNDATION PLAN. MAXIMUM SIZE OF EACH AREA SHALL NOT
EXCEED 225 FT?
11. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS
WITH ARCHITECTURAL DRAWINGS.
12. CENTER FOOTINGS UNDER HALLS AND COLUMNS UNLESS
DIMENSIONED OTHERWISE ON FOUNDATION PLAN.
13, REFER TO ARCHITECTURAL DRAWINGS FOR STAIR FRAMING DETAILS
AND LANDING SLAB ELEVATIONS.
14. ALL SITE HALLS NOT 5H0HN ON TH15 PLAN SHALL BE BUILT PER
ARCHITECTURAL LANDSCAPE PLANS, DETAILS AND ELEVATIONS.
SITE HALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS
NOTED OTHERWISE.
15. RE: SECTION 11SIOOA FOR FIRE PIT DETAILS.
RE: SECTION 1115202 FOR ADDRESS MONUMENT DETAIL.
16. ALL EXPANSION ANCHORS SHALL BE HILTI KWIK E30LT 3 U.N.O.
ALL EPDXY ANCHOR5 5H AI L BE HILTI HITHY 160 MAX. ADHESIVE
ANCHOR U.N.O.
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95% CD:
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4/11/07
REVISIONS:
Permit
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4/11/07
95% CD:
4/4/07
Progress
Set:
3/1 2/07
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FIREPLACE ---
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EACH END
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BCI WITH
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- - - - - - - - ---
STEEL FSZAMING NOTES:
I
1. <XXX'-XX"> INPICATE� TOP OF STEEL BEAM ELEVATION.
2. SLAB ON METAL PEa-K SHALL BE 5" (TOTAL DEPTH) NORMAL
WEIGHT CONCRETE ON I" - -2-4 GAGE METAL DECK. RE* PLAN
FOR REINFORCINC, R�OUIREMENTS.
3. SLOPE METAL PECKIAND STEEL JOIST BEAMS
UNIFORMLY BET"EENI ELEVATIONS SHOWN ON PLANS.
4. METAL PECK SHALL BE I" PEEP, TYPE C NON-COMPOSITE - 24 GAGE WITH
MINIMUM YIELD STREftS OF 36 <51. MINIMUM PECK SECTION PROPERTIES
ARE AS FOLLOP45i = 0 S = 0
5. INDICATES TOP OF CONCRETE SLAB ON ME TAL DECK ELEVATION,
6. INDICATES ULL MOMENT CONNECTION, INCLUDES FULL PENETRATION
WELD TOP AND BOTTOM FLANGE OF CANTILEVERED AND BACKSPAN
BEAMS UNLE,55 OTHERWISE DETAILED.
- 7. REi GENERAL NOTES FOR METAL DECK CONNECTION REGIUIREMENT5.
8, EPX INDICATES IMBED CAST INTO CONCRETE WALLS.
REv '7/5301 OR SCHEDULE.
LO
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EXPAN51ON ANCHORS
AT -2'-0"
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EMBEDMENT EXPANSION
ANCHORS AT T'-O"
- - - - - - - - ---
STEEL FSZAMING NOTES:
I
1. <XXX'-XX"> INPICATE� TOP OF STEEL BEAM ELEVATION.
2. SLAB ON METAL PEa-K SHALL BE 5" (TOTAL DEPTH) NORMAL
WEIGHT CONCRETE ON I" - -2-4 GAGE METAL DECK. RE* PLAN
FOR REINFORCINC, R�OUIREMENTS.
3. SLOPE METAL PECKIAND STEEL JOIST BEAMS
UNIFORMLY BET"EENI ELEVATIONS SHOWN ON PLANS.
4. METAL PECK SHALL BE I" PEEP, TYPE C NON-COMPOSITE - 24 GAGE WITH
MINIMUM YIELD STREftS OF 36 <51. MINIMUM PECK SECTION PROPERTIES
ARE AS FOLLOP45i = 0 S = 0
5. INDICATES TOP OF CONCRETE SLAB ON ME TAL DECK ELEVATION,
6. INDICATES ULL MOMENT CONNECTION, INCLUDES FULL PENETRATION
WELD TOP AND BOTTOM FLANGE OF CANTILEVERED AND BACKSPAN
BEAMS UNLE,55 OTHERWISE DETAILED.
- 7. REi GENERAL NOTES FOR METAL DECK CONNECTION REGIUIREMENT5.
8, EPX INDICATES IMBED CAST INTO CONCRETE WALLS.
REv '7/5301 OR SCHEDULE.
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ANCHORS AT T'-O"
- - - - - - - - ---
STEEL FSZAMING NOTES:
I
1. <XXX'-XX"> INPICATE� TOP OF STEEL BEAM ELEVATION.
2. SLAB ON METAL PEa-K SHALL BE 5" (TOTAL DEPTH) NORMAL
WEIGHT CONCRETE ON I" - -2-4 GAGE METAL DECK. RE* PLAN
FOR REINFORCINC, R�OUIREMENTS.
3. SLOPE METAL PECKIAND STEEL JOIST BEAMS
UNIFORMLY BET"EENI ELEVATIONS SHOWN ON PLANS.
4. METAL PECK SHALL BE I" PEEP, TYPE C NON-COMPOSITE - 24 GAGE WITH
MINIMUM YIELD STREftS OF 36 <51. MINIMUM PECK SECTION PROPERTIES
ARE AS FOLLOP45i = 0 S = 0
5. INDICATES TOP OF CONCRETE SLAB ON ME TAL DECK ELEVATION,
6. INDICATES ULL MOMENT CONNECTION, INCLUDES FULL PENETRATION
WELD TOP AND BOTTOM FLANGE OF CANTILEVERED AND BACKSPAN
BEAMS UNLE,55 OTHERWISE DETAILED.
- 7. REi GENERAL NOTES FOR METAL DECK CONNECTION REGIUIREMENT5.
8, EPX INDICATES IMBED CAST INTO CONCRETE WALLS.
REv '7/5301 OR SCHEDULE.
PROJECT: #7250
DRAWN BY- FRISCO
DATE: 5/30/07
REVISIONS:
Permit Set: 4/11/07
95% CD: 4/4/07
Progress Set: 3/12/07
A Foundotion
Corners: 5/30/07
ZL CD Set 6/25/07
A3 REVISION 3 10/23/07
LEVEL ONE
FRAMING PLAN
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Monroe & Newell
Enemm.by-
AAX
3.7ft
mom=
PROJECT: #7250
DRAWN BY- FRISCO
DATE: 5/30/07
REVISIONS:
Permit Set: 4/11/07
95% CD: 4/4/07
Progress Set: 3/12/07
A Foundotion
Corners: 5/30/07
ZL CD Set 6/25/07
A3 REVISION 3 10/23/07
LEVEL ONE
FRAMING PLAN
WTI
< 0
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PROJECT: #7250
DRAWN BY- FRISCO
DATE: 5/30/07
REVISIONS:
Permit Set: 4/11/07
95% CD: 4/4/07
Progress Set: 3/12/07
A Foundotion
Corners: 5/30/07
ZL CD Set 6/25/07
A3 REVISION 3 10/23/07
LEVEL ONE
FRAMING PLAN
tTH MAX. `'.�TONi ._- �r =0 I CCL. 1 - 1✓trc.� =IVC� I
DOUBLE ANGLE EN ER� FA5GIA - MI6H W1 H SADDLE i/4 ,STEEL PER �AY?G
WO FF?14M NO TE S-- I I CONNECTION TO ) X4 STUB WELDED TO I T-PLATE /
- 1--- _ - - --i _ - - - L F _ I_ WITH - - _ , s - MN i RE OI ,/ I
BG I BLOGfG NG ;
1 L �AGH 51
= 153
rr irr w COLU ,. 1 .
3X6 AT 2' -O" NON -BEAR HEAR WALL ING )`� LVL 1 H 51MPSON
STRUT
I. M, ,^ JOISTS SHALL BE �i0 TYPE JQI5T5 AS (2)- 3/4 "d> BOLTS BLOCK
ALL WOAD FRA WI H 1
MANUFACTURED B 13015E CASCADE CORPORATION. ALTERNATES GM5TI4 TRAP M..... .. _..._ . ___ .... w.___._ _.._... .. _ ..............w........ ..... .. I
SHALL HAVE EG K L OR &REATL X R CAPACITY AND SHALL BE 3X TREATED END STUD � - J d NOTE, ALIGN
WITH 3/4 ){ BCt UNDER i
REVIEWED BY THE ENGINEER OF REGO "m X 6 5/5"
4 0
EMBEDMENT EPDXY V
4 p
EDGE OF
ANCHOR AT 2` -O" L - b" FIREPLACE a b) - 1/2" X 5 "
2. "L.V.L.`" WDIGATE5I VER5A -LAM BEAMS45 MANUFACTURED BY 8015 I VtrRSA -STUD I
CASCADE CORPOFATION, ALTERNATESI SHALL HAVE THE SAME OR , I yr TOP OF :: COLUMN I I
NOTES. ER CAPACITY AS LISTED IN THE rT RUCTUIRAL GENERAL ( I m PLYWOOD
3. 0 INDICATES GOLWMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED
4 ON INDICATE S P LAN S.
L j MN P AND D WN UNUE IT EARS ON ( ( I 1, � q0
COW U 0 55 13 1 AT 1'-4 5IMP50 UP ONLY
CONCRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY, I I to 1 NON-BEARIN 9 ITT HAN R
_ _E_XT_E_R_i_O_R_ _WA_L_L_ WI2X65
BOVE -3 3/4" I ;
5. < > INDICATES OP OF BEAM ELEVATI N OR PLATE HEIGHT ELEVATIO I I °-------- ---- -- - _ i
T ON- _BEARIN_G__EXT_ERIOR WALL ABOVE
INDICATES TOP OF STRUCTURAL FLOOR SHEATHING _ ___ __ __ _ -- _ -- -__ ELEVATION. I f WIOX22 <120' - 3/4' " > - '1. HEADERS SHALL EIE (3) -2Xa UNLESS NOTED OTHERWISE, ALL t ra EMBED �p� X � � EXTERIOR � 5 1l8" X 6" GIl
HEADERS SHALL BE BUILT OUT TO 5 1 /2'(3 1/2 ") WIDTH BY ' PROOF FRAM I NGc NOTES t : PLATE ® ' -:2' WALL ABOVE COLUMN UP O NLY ADDING PLYW00 SPACERS AS RREG�UI ED, (RE :4/5401 51M.1 P OF 530 i
,1!->. ALL COLUMNS SH LL BE (3) -2X6 UNLE NOTED OTHERWISE. I 1. ROOF SHEATHING SHALL BE 5/5" (-4O /20 kPAN RATING G). STAGER PANEL Z I PLYWOOD d 15' -
8 1
i END JOINTS AND FASTEN WITH IO NAILS AT 6" MAXIMUM ALL EDGES 1 I 1 /2' I I
, I. WOOD COLUMNS 5 ALL BE CONTINUOUS ROM FLOOR AND I' -O" MAXIMUM OTHER SUPPORTS.` to ,
TO FLOOR OR FL OR TO ROOF. 7RtMh RS SHALL BE ADDED TO ( 2, RE= ARCHITECT FOR ROOF SLOPES ALD BEARIN -7 PLATE HEIGHTS
NOTED COLUMN SI S A5~REC lJ1f2ED. NOT NOTED. I £ 1 71 7 - 1/4" LVL Q
r AT t' -O" 4 X I !
10. I .�i INDIGA�ES INTERIOR BEARII WALLS. FLOOR JOISTS I 3, ALL HEADERS SHALL BE (3) 2X10 UNLh55 OTHERWISE NOTED. ALL Q V Q
BEARING LOCATI N5 SHALL LINE UP WI H 5TUD5 BELOW. HEADERS SHALL BE BUILT OUT TO 5 1 OR 3 I /2" WIDTH BY ADDING
I i PLYWOOD SHIMS AS REOUIRED, I m
ii. ALL EXTERIOR W LLS SHALL BE CONS CTED USING.2X6 +ic
STUDS. REFER T EXTERIOR. WALL DEr IL5 4. FOR ADDITIONAL ALL HEADERS LONGER THAN 6' -0" 5H� LL REQUIRE TWO TRIM I
ERIO STUDS SHALL BE X6 STUDS SPACED I STUDS AND TWO KING STUDS EACH 51 E
INFORMATION. EX R 2 E. 3/4"
TO ALIGN UNDER ,.IG:01ST5 UNLE56 NOTED, OTHERWISE. AT RAKE I I
WALLS STUDS SH L BE .2X6 AT 1'-4 ". .!
5. ALL JOIST MANGERS SHALL BE 5tMP50N 5511 TYPE UNLESS NOTED OTHERWISE p
12. ALL BEAM /BEAM NV BEAM /COLUMN CG NNECTION5 SHALL BE I ALL BEAM HANGERS SHALL BE 51M N HU UNLESS NOTED OTHERWISE
_ MA DE WIT 5 N ST EE L P LA TE C UN A� F _ . -. mm _ __... _.. �... -.. - ( -1 112.1 X 1 - - - - - - -
-- -I _ --b - Y �7 6 B TG-GGL Tf9N5. -$GTH TG+ AND -$B 3 TGM - - - -t
OTHERWISE. SHALL USE SIMPSON PLATE CONNECT R5 UNLE56 NOTED I VERSA -ETU
13. RE= ARCHITECTURAL DRAWIN95 FOR L+ CATION AND 51ZE OF I OTHERWISE ON DETAILS. I.' COLUMN .'.
ROUGH OPENINGS IN WOOD STUD WALLSE I - 1. ALL EXTERIOR WALLS SHALL HAVE CONTINUOU5 STUDS FROM
FLOOR TO ROOF (INCLUDING RAKE N
LLS).
8. F
14, RE= ARGHiTECTUR L DRAWINGS FOR H NDRAIL AND STAIR I
FRAMING DETAILS < > INDICATES TOP O ROOF 1B AM OR TOP OF PLATE HEIGHT. �.
I I I f 5301 I I � I
15. FLOOR TO F��LOORI OR FLOOR TO ROOFI(INCL G RAGE WALLS). I C1. NOTED ON STRUCTURAL CH
PLANS S IZES P�ND LOCATIONS NOT i
16. 10 INDICATES WOOD SHEAR WALL.
} 10. OVER FRAMING SHALL BE 2X6 AT 2' -O" MINIMUM AND SHALL BE POSTED
RE= SEGTIO 10/5300 FOR SMEA WALL SCHEDULE. I DOWN TO MAIN FRAMING ON A C3RID NOT TO EXCEED 4' -O" X 4' -0" (16 FT '
t ?. INDIC .2X6 FLAT BLOCKING AT ALL FLOOR SHEATHING PALL I I L E V E L T�� F_ F fR A i 11 N �..; LAN
I �\
EDC7E5. GLUE ANG4 NAIL ALL PANEL EDC7E5 WITH IOd NAILS AT 2" I 11. RE ARCHITECTURAL DRAWINGS FOR A LL OVERFLOW SCUPPER i � I l Y I
ON CENTER TO SU PORTS (5TAGGER N ILS). RE= SECTION 11/5300 LOCATIONS, i/4" = 1' - 18. ALL JO I S T HANGER SHALL BE SIMPSON IUI OR ITT UNLESS NOTED OTHE 12. ALL COLUMNS SHALL BE (3) 2X6 UNLE] 55 OTHERWISE NOTED.
ALL BEAM HANGERS SHALL BE SIMPSON H11(HUC WHERE CONDITIONS REQUIRE) I t I I I
UNLE55 NOTED OT�ERWiSE.
1 I I I t ( I I
1 1.2 LE5 2 3 4 4.3
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ry
l_l_I Q
r
LL-
PROJECT: #7250
DRAWN BY: FRISCO
DATE: 5/30 / 07
REVISIONS:
Permit Set: 4/11/07
95% CD: 4/4/07
Progress Set: 3/12/07
A Foundotion
,1 Corners: 5/30 /07
1-� \ CD Set 6/25/07
1 REVISION 3 10/23/07
LEVEL THREE
FRAMING PLAN
S103
LO
00
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Monroe & Newell
Engineers, Inc.
70 Benchmark
P.O. Sax 1597
Road, Suit0204
Avon, Colbndo $1620
(970} 949 -776$
PAX (970? 949.4054
Email: aeon @momoo- nawcB.com
1701 Wgikoop Street, Suite 200
cnvtr, Colorado $0202
PAX 2303} 6 23.6602
Email: dcnvcr @monroe- naweli.com
PO Box 295
619 Main Street, Suite N7
Frisco, Colornda $0443
(970) 66$ -3776
PAX 2970) 66$ -37$9
Email: trisco@moaros- nowell,com
<
.. <
ry
l_l_I Q
r
LL-
PROJECT: #7250
DRAWN BY: FRISCO
DATE: 5/30 / 07
REVISIONS:
Permit Set: 4/11/07
95% CD: 4/4/07
Progress Set: 3/12/07
A Foundotion
,1 Corners: 5/30 /07
1-� \ CD Set 6/25/07
1 REVISION 3 10/23/07
LEVEL THREE
FRAMING PLAN
S103
.......... ...........................................
�.# .. ------- --- ..... .. ........ _.....dry
------ -------
ROOF FfRA ING NOTES.
1. ROOF SHEAT IN& SHALL BE 5/&' 640/20 SPAN RATIN&). STAG<*'R PANEL
I
END JOINTS2 ND FASTEN V41TH IOCI NAILS AT Co" MAXIMUM ALL EDGES
AND V-O" M I XIMUM OTHER 5UPPORT5. I
2. REi ARCHIT NOT NOTED CT FOR ROOF SLOPES AND BEARING PLATE H�I GHTS
3. ALL HEADS I
�5 SHALL BE (3) 2X10 UNLESS OTHERWISE 5 ALL
HEADERS 5 LL BE BUILT OUT TO 5 1/-2" OR 5 1/2" WIDTH 5 ADDING
5 it
PLYWOOD 5 IMS AS
4. ALL HEADS 1 5 LONGER THAN (9'-0" SHALL REQUIRE TWO T
M
STUDS AND T"O KIN& STUDS EACH SIDE. I
5. ALL J015T HAN&ER5 SHALL BE SIMPSON L56U TYPE UNLESS NOTED OTHERWISE
ALL BEAM NC
H -A-R5 SHALL BE 5IMP50N HU UNLESS NOTEDrTHERPqI5E
t
(5. ALL BEAM H ICOLUMN CONNECTIONS, BOTH TOP AND 5r,
SHALL USE SIMPSON PLATE CONNECTORS UNLE55 NOTED
( ( OTHERV415E ON DETAILS.
- 1. ALL EXTERI�R, WALLS SHALL HAVE CONTINUOUS STUDS FROM
FLOOR TO ROOF (INCLUDING RAKE WALLS). I
5. < > INC ICATE5 TOP OF ROOF BEAM OR TOP OF PLA+ HEIGHT,
G. RE: ARCHITE FOR CHIMNEY 51ZE5 AND LOCATIONS NOT
NOTED ONS'rRLACTURAL PLANS.
10. OVER FRAMING SHALL BE 2X6 AT 2'-0" MINIMUM AND SHALL BE I P05`TED
DOWN TO MAIN FRAMING ON A &RID NOT TO EXCEED 4*-0" X - (16 FT-2)
11. REo ARCHITECTURAL DRAV411SIC-5-5 FOR ALL OVERFLOW SCUPPER
LOCATIONS, 1
12. ALL COLUMNS SHALL BE (5)--2X6 UNLESS OTHERWISE NOTE
- — - — - — - — - — - — - — - — - — - — - — - — - — --
1-2
6 2
1
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( V-4"
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65 ::
STRAP X 1 FILLi
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ALL NAIL HOLES
2X&
.............
AT 2'-0" SHEAR WA
-----------
Ox M:
...............
77
FLUSH
L2" PC[ CIO
AT 2'-
VERSA-STUD
COLUMN
..........
HLbC SLOPED
HANGER
x 1
HUG SLOPED
HANGER
60-1 1/2" x 5 112"
Monroe & Newell
LngincAus, Inc.
P.O. Box 1597
70 Benchmark Road, Suit, 20"
A., C.I_d.816 20
19970 94 - 4054
Email; avonOmonroo -n 11.com
1 701 W I
=14S=o'�A"lo 200
d. $0202
FAX �3 2 6
Emil: dmwr()M0u0(-=ux0.
PO Box 295
619 Main Sit. Suite #7
Frisco, Colorado 80443
70 8776
F AX 9701668 -3 9
p
_Mafl:ffiSC00;M0rL 66�3
_ ej com
i�
PROJECT: #7250
DRAWN BY: FRISCO
DATE: 5/30/07
REVISIONS:
Permit Set: 4/11/07
95% CD: 4/4/07
Progress Set: 3/12/07
A Foundotion
Corners: 5/30/07
A
2 CD Set 6/25/07
A3 REVISION 3 10/23/07
ROOF PLAN-
S104
LC)
> 00
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0')
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< C)
0')
0
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C5
0
CIA
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0
4-
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Monroe & Newell
LngincAus, Inc.
P.O. Box 1597
70 Benchmark Road, Suit, 20"
A., C.I_d.816 20
19970 94 - 4054
Email; avonOmonroo -n 11.com
1 701 W I
=14S=o'�A"lo 200
d. $0202
FAX �3 2 6
Emil: dmwr()M0u0(-=ux0.
PO Box 295
619 Main Sit. Suite #7
Frisco, Colorado 80443
70 8776
F AX 9701668 -3 9
p
_Mafl:ffiSC00;M0rL 66�3
_ ej com
i�
PROJECT: #7250
DRAWN BY: FRISCO
DATE: 5/30/07
REVISIONS:
Permit Set: 4/11/07
95% CD: 4/4/07
Progress Set: 3/12/07
A Foundotion
Corners: 5/30/07
A
2 CD Set 6/25/07
A3 REVISION 3 10/23/07
ROOF PLAN-
S104
GENERAL NOTES
1. LIVE LOADS USED IN DESIGN:
3. FOUNDATIONS
8. STRUCTURAL STEEL
A, ROOF 100 PSF
A,
MAXIMUM SOIL DESIGN PRESSURE 2500 PSF
A.
ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS
co
B.
CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO, 06179
NOTES
WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH
B. TYPICAL FLOOR 40 PSF
BY LKP ENGINEERING, INC,, DATED OCTOBER 12, 2006,
.
SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST
C. DECK 100 PSF
Q U
Q
EDITIONS, STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION,
r~
C.
ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED, EXACT BEARING
0
MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL,
ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY
D. IMPORTANCE FACTORS
CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS
B,
ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT
CATEGORY 1.0
Q)
SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE.
w
CONDITION, ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED
SEISMIC FACTOR IE 110
W
C)
OTHERWISE,
SNOW FACTOR IS 1,0
D.
ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR
ry
WIND FACTOR IW 110
PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER, BACKFILL
C.
STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE
E.
SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM
C)
LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION,"
WIND
01557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT, IF SOFT SPOTS ARE
w
3 SECOND GUST 100
FASTEST MILE
ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL
D.
EXCEPT WHERE DETAILED OTHERWISE, FABRICATOR SHALL SELECT STEEL
80
EXPOSURE
REPORT FOR DESCRIPTION OF BEARING SOIL).
CONNECTIONS PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11- A
B
AND/OR AISC "SIMPLE SHEAR CONNECTION MANUAL"' WITH A325 N BOLTS (OR WELDED
F. SEISMIC
E.
CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12
_Q
EQUIVALENT) TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS. WHEN
SITE CLASS
INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT, REFER
F--
LOADS ARE NOT SHOWN, SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM
D
CATEGORY C
TO SOILS REPORT FOR BACKFILL MATERIAL.
LOAD CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM
SS
W
AND SPAN FOR NON-COMPOSITE MEMBERS,
•3
F,
NO BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER
0
S1 •08
SDS
LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED,
SUBMIT DESIGN CALCULATIONS, BEARING THE STAMP AND SIGNATURE OF THE
.353
SD1
CONCRETE SLABS SHALL BE PROPERLY CURED,
PROFESSIONAL ENGINEER LICENSED IN THE STATE OFCOLORADO, AND EMPLOYED BY
.128
THE STEEL FABRICATOR, FOR ALL CONNECTIONS NOT COMPLETELY DETAILED ON THE
G. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE,
G.
CENTER ALL FOOTINGS UNDER WALLS OR COLUMNS UNLESS NOTED OTHERWISE ON
STRUCTURAL DRAWINGS AND FOR ANY PROPOSED ALTERNATE CONNECTION DETAILS,
PLANS,
H. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2003 EDITION.
H,
CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED
E.
ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY
STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AW'S - Di.1.
2. TESTING, INSPECTIONS AND OBSERVATIONS:
FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE,
F.
MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS
A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION.
1,
NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY
BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE,
FILLET UNLESS NOTED OTHERWISE,
STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE
CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED
G.
FOR ALL BEAM /COLUMN OR BEAM /BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT
INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS SPECIAL
J,
FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS.
SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANGLES OR SHEAR PLATES),
INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL
4. SLAB ON GRADE
H.
STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS PER
BUILDING CODE'
LOOSE LINTEL SCHEDULE OR AS SHOWN OTHERWISE ON STRUCTURAL DRAWINGS, ONE
B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS
A.
THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT
ACCORDANCE
END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR
SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL,
WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE
CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION
ELONGATION AND SHORTENING,
1, SOIL PREPARATION
REQUIREMENTS TO THE GEOTECHNICAL ENGINEER.
1.
THE TERMINOLOGY "CONTINUOUS" MEANS QUANTITY. PROVIDE THE NECESSARY JOINT
DETAILS TO ALLOW FOR BUILDING MOVEMENTS. COORDINATE LOCATIONS WITH
a, EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL
B.
MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED
TO BOTH THE
ARCHITECTURAL CONTROL AND EXPANSION JOINTS,
SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION
AND IN -PLACE DRY DENSITY OF THE COMPACTED FILL FOR
DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE
J.
PROVIDE ANCHOR BOLTS FOR BEAMS BEARING ON MASONRY UNLESS OTHERWISE
CONFORMANCE WITH THE APPROVED REPORT,
REQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE
NOTED,
RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH
2, CONCRETE CONSTRUCTION
THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE,
K.
PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL
a, PERIODIC INSPECTION OF REINFORCING STEEL, INCLUDING PLACEMENT,
5, CONCRETE
STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR
b. CONTINUOUS INSPECTION OF PLACEMENT OF SHEAR REINFORCEMENT,
LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT
c. PERIODIC VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER
A.
ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE 1 /11 PORTLAND CEMENT,
LATERAL SYSTEMS AND DECKS ARE IN PLACE.
THAN ASTM A706,
STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS:
L.
STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP
d. CONTINUOUS INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE
DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS
PRIOR TO AND DURING PLACEMENT OF CONCRETE.
CONCRETE ITEM F`C MIX TYPE MAX W/C RATIO % AIR REQ.
TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS,
e, PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX,
f. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED
FOOTINGS 3000 psi STD - - - - - -
M,
UNLESS NOTED OTHERWISE, WHENEVER MASONRY RESTS ON STEEL BEAMS WITH
TO FABRICATE SPECIMEN FOR STRENGTH TESTS, PERFORM SLUMP AND
FOUNDATION WALLS 3000 psi STD - - - - - -
FLANGES NARROWER THAN ACTUAL MASONRY THICKNESS, WELD 1/4" THICK
AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE
INTERIOR SLABS ON GRADE 3000 psi STD 0.50 - - -
CONTINUOUS PLATE TO BEAM FLANGE, WIDTH OF PLATE TO BE 1/2" NARROWER THAN
CONCRETE,
SLABS ON METAL DECK 3500 psi STD 0150 - - -
MASONRY THICKNESS,
g. CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER
EXTERIOR
CONCRETE {« *) 4500 psi STD 0.45 6%-8%
APPLICATION TECHNIQUES,
9. METAL DECK
h, PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING
*
MAXIMUM SLUMP SHALL NOT EXCEED 4 "" ,
TEMPERATURE AND TECHNIQUES.
A,
UNLESS NOTED OTHERWISE, DECK SHALL BE SHOP-PAINTED STEEL, SHALL BE OF
B.
CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE, JOINTS
THE TYPE CALLED FOR ON THE FRAMING PLANS AND SHALL BE TWO SPAN MINIMUM
3, STEEL CONSTRUCTION
SHALL BE SPACED10 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16
WHERE POSSIBLE,SINGLE SPAN DECK CONDITIONS SHALL BE SHORED, DECK SUPPLIER
WIDE WITHIN 12 HOURS AFTER POURING, CARRY ALL SLAB REINFORCEMENT THROUGH
SHALL VERIFY COMPATIBILITY OF HIS DECK FINISH WITH FIRE PROOFING REQUIREMENTS,
a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION
JOINT,
EXCEPT THE FOLLOWING:
1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN
C.
SLABS, FOOTINGS, AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE, ANY
B.
DECKING SHALL BE INSTALLED AND ALL OPENINGS IN DECK CUT AND REINFORCED IN
ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS
ACCORDANCE WITH SECTION 1704,3,
STOP IN CONCRETE WORK MUST BE MADE AT THIRD PO.INT OF SPAN WITH VERTICAL
EXCEPT AS NOTED OTHERWISE,
b, THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT
BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL
DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS,
CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER,
C,
WELDING REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON DRAWINGS,
WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE
1, ATTACH FLOOR DECK TO EACH END SUPPORT AT 12 INCHES AND TO EACH
VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE
D.
ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE
INTERMEDIATE SUPPORT AT SIDE LAPS PLUS ONE INTERMEDIATE POINT WITH
MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS
WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE, USE
5/8" DIAMETER PUDDLE WELD, PROVIDE WELD WASHERS AS REQUIRED,
IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP
STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE, ALL EXPOSED EDGES OF
2, LONGITUDINAL JOINTS BETWEEN ADJACENT FLOOR DECK UNITS SHALL BE
WELDING.
1, SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE,
CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER,
FASTENED TOGETHER AT 36" MAXIMUM SPACING WITH 5 /8" DIAMETER PUDDLE
2, FLOOR AND DECK WELDING,
6, REINFORCEMENT
WELDS (OR SCREWS OR BUTTONPUNCHING). FASTEN FLOOR DECK TO PARALLEL
"ON
3. WELDING OF STAIRS AND RAILING SYSTEMS,
AND PERIMETER BEAMS AT 12 CENTER.
c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS
A,
ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM
3, HEADED ANCHOR STUDS SHALL BE WELDED DIRECTLY TO STEEL BEAMS
THROUGH DECK,
AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED.
A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE
d, PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE
DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60.
10, NON-SHRINK GROUT
WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION
DOCUMENTS SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND
B.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE
A.
NON-SHRINK GROUT SHALL BE PROVIDED:
PROPER APPLICATION OFJOINT DETAILS AT EACH CONNECTION,
LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER,
1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS.
e, VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS
2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY
SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND
C,
REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE:
SUPPORTS,
MANUFACTURER'S CERTIFIED MILL TEST REPORTS,
1, CONCRETE POURED AGAINST EARTH 3"
3, GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH
f, PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS
2, CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2"
OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE,
FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED
3, COLUMNS (TIE BARS) 1 -1/2"
CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF
4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3 /.a
11, WOOD
COMPLIANCE,
9, PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH
D.
REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH
A.
ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY
STRENGTH BOLTS.
SECTIONS 7.5, 7,6 AND 7.7 OF ACI 318, LATEST EDITION,
WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL
I. WHILE THE WORK IS IN PROGRESS, THE SPECIAL INSPECTOR
E.
NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR
BUILDING CODE AS FOLLOWS;
SHALL DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS,
AUTHORIZED BY THE STRUCTURAL ENGINEER, LAP SPLICES, WHERE PERMITTED, SHALL
2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI
WASHERS AND PAINT, BOLTED PARTS AND INSTALLATION AND
BE A MINIMUM OF 48 BAR DIAMETERS FOR #S BARS AND SMALLER AND SHALL BE A
2" TO 4" THICK - 6 " AND WIDER NO, 2 Fb = 900 PSI
TIGHTENING IN SUCH STANDARDS ARE MET, FOR BOLTS
MINIMUM OF 80 BAR DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS NOTED
5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI
REQUIRING PRETENSIONING, THE SPECIAL INSPECTOR SHALL
OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS.
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR
OBSERVE THE PREINSTALLATION TESTING AND CALIBRATION
TO ALLOWABLE STRESS INCREASES,
PROCEDURES WHEN SUCH PROCEDURES ARE REQUIRED BY
F.
PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0' PROJECTION AROUND ALL OPENINGS IN
THE INSTALLATION METHOD OR BY PROJECT PLANS OR
CONCRETE WALLS, SLABS, AND BEAMS, ALSO PROVIDE TWO #5 X 4 DIAGONALLY AT
B,
WHE PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND
SPECIFICATIONS; DETERMINE THAT ALL PLIES OF CONNECTED
EACH CORNER,
NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER).
MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY
SNUGGED AND MONITOR THE INSTALLATION OF BOLTS TO VERIFY
G,
CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS
C.
TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE,
THAT THE ELECTED PROCEDURE FOR INSTALLATION IS PROPERLY
FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS.
USED TO TIGHTEN BOLTS. FOR JOINTS REQUIRED TO BE
D.
PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS.
TIGHTENED ONLY TO THE SNUG-TIGHT CONDITION, THE SPECIAL
7, MASONRY
SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS
INSPECTOR NEED ONLY VERIFY THAT THE CONNECTED
IS REQUIRED,
MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY
A.
ALL MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTIONS PER CHAPTER 17 OF
SNUGGED,
THE
INTERNATIONAL BUILDING CODE,
E.
FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE
2, MONITORING OF BOLT INSTALLATION FOR PRETENSIONING IS
TABLE 2304-9.1 UNLESS NOTED OTHERWISE,
PERMITTED TO BE PERFORMED ON A PERIODIC BASIS WHEN
B.
CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90, GRADE N, BRICK SHALL
USING THE TURN -OF NUT METHOD WITH MATCHMARKING
FULFILL ASTM C62, C216 OR C652, MORTAR SHALL BE ASTM C270 TYPE S OR M.
F.
LAMINATED BEAMS
TECHNIQUES, THE DIRECT TENSION INDICATOR METHOD OR THE
1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12
ALTERNATE DESIGN FASTENER (TWIST-OFF BOLT) METHOD.
C.
MASONRY SHALL CONSIST OF CONCRETE BLOCK WITH A MINIMUM COMPRESSIVE
PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN
JOINTS DESIGNATED AS SNUG TIGHT NEED TO BE INSPECTED
STRENGTH OF F'm OF 1500 PSI BASED ON GROSS AREA.
ARE NET,
ONLY ON A PERIODIC BASIS.
2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE
D.
WALLS SHALL BE REINFORCED HORIZONTALLY AT 16" ON CENTER WITH 9 GAGE
WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF
4, MASONRY CONSTRUCTION
MINIMUM LADDER-TYPE REINFORCEMENT MEETING ASTM A82 MASONRY WALL
STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC,
REINFORCEMENT, HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND
3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D,F, FOR CONTINUOUS
U, THE MINIMUM SPECIAL INSPECTION PROGRAM FOR MASONRY IN NON-
CORNERS.
MEMBERS AND CANTILEVERS AND 24FV4, D,F, FOR SIMPLE SUPPORT MEMBERS.
ESSENTIAL FACILITIES SHALL BE AS FOLLOWS:
MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE
E.
UNLESS NOTED OTHERWISE, MASONRY WALLS SHALL ALSO BE REINFORCED WITH
CLEARLY STAMPED ON EACH MEMBER.
1, FROM THE BEGINNING OF MASONRY CONSTRUCTION, THE
ONE #5 VERTICALLY AT WALL ENDS, CORNERS, EACH SIDE OF DOOR OR WINDOW
FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE:
OPENINGS AND AT NOT OVER 4 FEET ON CENTER TYPICALLY, REINFORCEMENT
G,
PLYWOOD DECK AND/OR ORIENTED STRAND BOARD,
a. PROPORTIONS OF SITE- PREPARED MORTAR AND GROUT,
SHALL BE FULLY GROUTED IN PLACE, GROUT SHALL DEVELOP 3000 PSI IN 28 DAYS AND
MEET ASTM C476,
1, PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING, APPLICATION SHALL
(PERIODICALLY)
BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD
b, PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF
F.
ALL CMU WALLS REQUIRE A MINIMUM OF 2 - #5 IN BOND BEAM ABOVE ALL DOORS AND
ASSOCIATION,
2, EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE
MORTAR JOINTS, (PERIODICALLY)
WINDOWS, AT FLOOR AND ROOF LINES, AND TOP OF PARAPETS UNLESS OTHERWISE
AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF
c. PLACEMENT OF REINFORCEMENT, CONNECTORS AND
ANCHORAGES, (PERIODICALLY)
NOTED.
U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS
d, GROUT SPACE PRIOR TO GROUTING, (CONTINUOUSLY)
G.
REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION JOINT LOCATIONS,
WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE
WEATHER SHALL BE OF THE EXTERIOR TYPE,
e. PLACEMENT OF GROUT. (CONTINUOUSLY)
3. FOR FLOORING USE 3/4" T &G STURD -1 -FLOOR SHEATHING GLUED AND NAILED
H.
FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH ASTM C476 GROUT FOR A DISTANCE
WITH 10D NAILS AT 6 " ON CENTER ALONG PANEL EDGES AND AT 12" ALONG
2, THE INSPECTION PROGRAM SHALL VERIFY:
OF 24" BENEATH AND A MINIMUM OF 16 " EACH SIDE OF ALL BEAM REACTIONS OR OTHER
INTERMEDIATE SUPPORTS,
a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS,
CONCENTRATED LOADS UNLESS NOTED OTHERWISE.
4, FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED
(PERIODICALLY)
1.
CMU SHALL BE FULLY GROUTED BELOW GRADE
WITH 10D NAILS AT 4'" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG
b, TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING
.
INTERMEDIATE SUPPORTS.
"
OTHER DETAILS OF ANCHORAGE OF MASONRY TO
J.
PROVIDE A THICKENED CONCRETE SLAB UNDER ALL MASONRY PARTITION WALLS, SEE
5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2 EXPOSURE I PLYWOOD OR
OSB SHEATHING NAILED WITH 8d (OR 10d) NAILS AT 6" ON CENTER ALONG PANEL
STRUCTURAL MEMBERS, FRAMES OR OTHER
CONSTRUCTION, (CONTINUOUSLY)
ARCHITECTURAL DRAWINGS FOR LOCATION AND`EXTENT OF WALLS AND FOR
EDGES AND-12'" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES
C. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT,
OPENINGS, ALL OF WHICH REQUIRE LINTELS, SEE LOOSE LINTEL SCHEDULE FOR
FRAMING OVER NON-BEARING OPENINGS IF NOT SHOWN ON STRUCTURAL DRAWINGS,
SHALL BE BLOCKED,
6, FLOORS AND ROOF
(PERIODICALLY)
SEE MECHANICAL DRAWINGS FOR THOSE OPENINGS WHICH REQUIRE LINTELS,
SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN
PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED,
d, WELDING OF REINFORCEMENT, (PERIODICALLY)
a. PROTECTION OF MASONRY DURING COLD WEATHER
K.
ALL MULTIPLE WYTHE MASONRY WALLS SHALL BE GROUTED SOLID BETWEEN EACH
7, INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND
GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS,
TEMPERATURE BELOW 40 DEGREES F) OR HOT WEATHER
WYTHE WITH ASTM 0476 GROUT.
TEMPERATURE ABOVE 90 DEGREES F) (PERIODICALLY),
3. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR
L.
WHERE MASONRY LINTELS CROSS EXPANSION CONTROL JOINTS IN MASONRY, INSTALL
LINTELS SO THAT THE LINTEL MAY SLIDE ON ONE END.
SPECIMENS AND/OR PRISMS SHALL BE OBSERVED,
(CONTINUOUSLY)
M,
PROVIDE MASONRY TIES WHERE MASONRY ABUTS CONCRETE,
4, COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE
CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS
SHALL BE VERIFIED. (PERIODICALLY)
H. WOOD DECK
WOOD DECKING SHALL BE 2x T &G DOUGLAS - FIR LARCH (E= 1,700,000 PSI, Fb =1450 PSI }.
PLANKS SHALL BE SPLICED AT CENTER OF SUPPORT MEMBERS WITH ADJACENT
PLANKS SPLICED AT ALTERNATE SUPPORT MEMBERS, EACH DECK PLANK SHALL BE
SLANT-NAILED TO THE TONGUE OF THE ADJOINING COURSE WITH 8d NAILS AT 24" ON
CENTER WITH ALTERNATE PLANK NAILING OFFSET 12", NAIL EACH PLANK TO EACH
SUPPORT WITH (2) -16d NAILS-1 STRAIGHT, 1 SLANTED. WOOD DECKING SHALL BE GLUED
IN THE GROOVE JOINT WITH 40% GLUE COVERAGE,
1, PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND
SHALL BE ' "BC I - JO IST " AS MANUFACTURED BY BO ISE CORPORAT ION , ALTERNATES
SHALL BE REVIEWED BY THE ENGINEER, TO BE CONSIDERED, ALTERNATES SHALL
HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER
THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS
REQUIRED BY THE JOIST MANUFACTURER,
J, LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS
CAPACITIES: FS = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI,
BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS, CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2 " OR
5 1/4" WIDE MEMBERS,
12. NON-STRUCTURAL ELEMENTS
A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR
SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND
OTHER STRUCTURAL MOVEMENTS,
B, FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET
ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE
ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED
UNRESTRAINED UNLESS NOTED OTHERWISE,
13, GENERAL
A, ENGINEER "S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND
ELECTRICAL CONTRACTORS, VERIFICATION OF LOCATIONS, SIZES, LINTELS AND
REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY.
C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER
ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS
AND SUPPORTS SHALL BE OBTAINED, UNLESS SPECIFICALLY DETAILED ON
ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR
SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF
HIS ITEMS,
D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL,
MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED
ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED
BY CONCRETE CONTRACTOR, STEEL SHALL FULFILL ASTM A36,
E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH,
F, SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE
REINFORCING, STRUCTURAL STEEL, AND METAL DECK, THE MANUFACTURING OR
FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE
ENTIRELY AT THE RISK OF THE CONTRACTOR,
G. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN ON THE
ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS,
H, ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR
WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE,
1, ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND
ARCHITECTURAL DRAWINGS,
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PROJECT: #7250
DRAWN BY: FRISCO
DATE: 4/11 /07
REVISIONS:
Permit Set:
4/11/07
95% CD:
4/4/07
Progress Set:
3/1 2/07
GENERAL
NOTES
5200
#5 AT 1'-•" VERTICAL 6" MAXIMUM 2X6 INTERIOR #4 X 7 - O "' 277_
AND HORIZONTAL STONE VENEER — EXTERIOR WALL BEARING SHEAR kqALL (XXXl_XX1l3 STONE CAP AT 1'-0"
RE: ARCH WITH SHEATHING (2)-#5 CONTINOU5 RE. ARCH
5" TOPPING SLAB 2X6 TREATED 1/2" 15CLATION
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BEYOND METAL DECK WITH METAL DECK WITH 3/4"4> X & 5!S" ARCH
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0
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A
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DATE:
4/11/07
REVISIONS:
Permit
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95% CD:
4/4/07
Progress
Set:
3/12/07
DETAILS.
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AT 2'-0"
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AT 2'-0" COUNTERSUNK
AND PLU&&E0
2X T 4 0 GDECKING
RE: AROH,�
[XXXI-X 110, 01 - FLOOR 5HEATHINIS-3- EACH FACE J,4
4 7 A
AL
(2)-#,5 CONTINUOI
RE, PLAN 44
'A
A '
_______5TONE TOPPINO RE: ARCH. A 2X RIPPED
TREATED
et" STRUCTURAL SLAB NITH PLATE HITH
#6 AT 1'-0" PERPENPIOULAR 1/2"(P ANCHOR
.4 TO HALL AND 45 AT 1'-0" 4 E30LT PER
PARALLEL TO V4ALL - SHEAR WALL L
4'. 4 2" 1 1/2" CONCRETE 4 4XIO TRE ATE =P SCHEDULE
RE: PLAN,, FLOOR JO15T_ TOPPIN& LEDGER NITH !3/4"4
X 4 3/4" EMBEDMENT
TOP OF 5LAE3 FLOOR 5HEATHINO CLEAR 4 LEAR EXPANSION ANCHOR 11111"'k [XXXl_X X.]
STONE VENEER I 2XI2 TREATED LEDOER AT 2 -0 E:
COUNTKt=
RETA NITH 3/4"1V X & 51e*" INING WALL &CHEDULE RE: ARCH -S liz- AND PLUMED A EMBEDMENT EXPAN51ON
4 z
0
H rD RE BAR A REBAR 5 REBAR C, 4 A. ANCHORS AT 2'-0" V 1 1 , - I . 1111 1ir
(2)-#5 X AT 1'-6 1/2" 150LATION JOINT
#6 AT 10" X RE; PLAN PLAN
4
MAX. *15 AT 10" #5 AT 1'-0" A D 4 4 4" SLAB ON 6RAPE
A' z T k4ITH N.N.F. ON 4" (2)-#5 X
6
Z 4 X , ) ORAVEL BASE CONTINUOL
1 111 �3`. d-
MAX.
0.t 5 9 &111 #5 AT 10" (XXX' RE.- PLAN
#5 AT 1'-0" #5 AT 1'-4" 4 V7 T
1
-011 L4X4X31& kqITH 5/ #6 X 2`-b" EPDXY OROUT FLOOR JO15T5 a 4--0" 4--0" #5 AT 1. X 05 AT 1'-4" #5 AT I'-&" EXPANSION ANCHORS 6" INTO kqALL AT 1'-0"
-0 #5 4' RE: PLAN
MAX. AT 2`-0" FLOOR JOIST '
4 AT It-&" 4 4 A 4
nil
11
C)
_
U)
R
5__
SECTION Iv2".
SECTION 11
3/4" = 11-01,
SI P90N IUT HANC7ER A
2XI2 TREATED EPOER 1/2" ISOLATION JOINT (5)-#5 X CONTINUOUS
SIMPSON ITT HANGER. I
#5 AT 1'-0" VERTICAL #6 AT 1'-0" HORIZONTAL
k41TH 3/4"lP X & 5! &" 4 4" 5LAB-ON-ORADE
EMBEDMENT EXPANSION
ANCHOR AT e>" P41TH W.W.F. W.W.F. ON 4"
eRAVEL BASE RE:
M W Re: PLAN
#5 X j AT e8" '4 4 ' (b)-#5 X CONTINUOUS PLAN
:4 A 4
#5 AT 1'-4" RE: PLAN RE PLAN #5 AT I'-&"
z 1 HORIZONTAL
4 A
-
= i x X 4 •
a.
VERTICAL
A:
(XXX :.K 5/4" 1/2" ISOLATION
6 .9 - 0
#5 AT 1'-4" 0 ° to o ° . 0 b.,060. .* ` F, 0.. X AT I'-( :P" A 4
JOINT
J
-#4 CONTINUOUS
V A
I
4. A 4 . I I I
(4)-#5 CONTINUOUS A � V� 41
13 . 4'. 4 pi J4 4 4" SLAB ON (5IFRAPE Lj
4 IV 4 4' a 4, P41TH W.W.F. ON 4
4 REt
4 &RAVEL
4, V ')-#5 X CONTINUOUS - Res PLAN BASE
I I 3 - oil
A CONTRACTOR NOTE; .
4 AN
PI 5FE OENERAL NOTES #5 AT I"F-b"
4.' 4 'A 44 \ _#5 AT 10" 5 X.1 (XXX _XX ) I '-& "
BEFORE BAC<FILLI # RE, PLAN
IN -4
/
- 1 f I TI fill r 4" 5LAB-ON-ORADE . 4 � t� ; -�-- X X X
< A
AT 1'-4" n ui _j Ret PLAN &=(�.,T ION e� 1/2" 150LATION JOINT NITH K".F. RE- PLAN * ' ' ' % < 0
, 0 1�- o' - (,) C�b 41 - k
RTICAL ON 4" GRAVEL RAVEL BASE q 0(-)
b 0 0 0 *b 0 0 0
0
EXTERIOR 5LAB-ON 4 A 4.
><4XII4 WITH 1/2"(P X 6 <
ORAPE RE : ARC .. . I . I I
Ak A 4 4 4
PANI51ON ANCHORS AT 2'-0" NITH 5HFATHIN (a %/FNEER RFt ARCH H 6" MAXIMUM STONE RE. PLAN .1 4� 4 " SECTIO EXTERIOR HALL e AND CIVIL 4 . , .1
4
2X& TREATED PLATE 4 wN:I;1W 4
4- 0
1 1/2" CONCRETE WITH 1/2"(P ANCHOR [XXX--XX V) _j Sz_ LJj 0
CMU k4ALL PqITH C1 OA6715 TOPPIN& BOLTS PER SHEAR
A
R-044FALL AT 1-4" FLOOR SHEATHIN& AALL SCHEDULE .0 4 1 if ry
.
RIZONTAL (GROUT SOLID) Wn. . < 0
4 RE: ANL 0. Q 0 FFb.*__Q0 6 '_0 1 _j
(2)-#5 X CONTINUOUS
0. 6 orQ65cF RE; PLAN
6" MAXIMUM 1 4
STONE VENEER
Res ARCH
DRIVENAY AT
SIMILAR ARCH 4 EXXX.-XxIll 4 Ln <
SE
RE: C TION (_D
2- >
j z
X
0 r
AT 1'-4" v -#5 CONTINUOUS VERTICAL aTi 1 1/2" CONCRETE AND HORIZONTAL
TOPPINC-v (Xxx-xx�,
L 4X4X31eF WITH 41 ° 4
(P
-4 5/4" X & 5/P.>" FLOOR 5HEATHINO X AT I'-&"
ANCHOR AT 1'-0"
V, EMBEDMENT EXPAN51ON ol - L
-#!5 CONTINUOUS \-FLOOR JOISTS
RF- PLAN
4
F2XI2 TREATED LEPOER
5IMP50N U HANGER P41TH 5/4"(P X ro 5/5" A
L4X4X51e>" EMBEDMENT EPDXY -(2)-#r> CONT.
22X12' TREATED LEDOER
kqITH 0/4"4P NITH _3/4"4> X 6 51e>" ANCHOR AT 2'-0" Ali - II
X b 5/5" EMEED
EPDXY ANCHORS 4 EMBEDMENT EPDXY PROJECT: #7250
ANCHOR AT eY' E: FLA
AT 1"-0" FLOOR JOIST ft) uJ
D RE: P LAN U RAWN BY: FRISCO
#5 AT I'-&" DATE: 4/11/07
VERTICAL AT 1'-0" HORIZONTAL N AT I-& SECTION -4
4 #5 X '"
•
" 1.
J 5/4 11-0
(0 1, REVISIONS:
#6 AT 6"
1/2" ISOLATION 4
#5 X AT I--W A 4. JOINT HORIZONTAL Permit Set: 4/11/07
4 AT SIMILAR 1/2" ISOLATION
##6 AT 1'-0"
JOINT
4 HORIZONTAL 95% CD: 4/4/07
roll 4" SLAB ON eRAVE 4 4" SLAB ON &RADE
V41TH VW.W.F. ON 4 WITH TH ON 4" Progress Set:
(5)-#5 X CONTINUOUS 4 ORAVEL EIA5E #6 AT I'-&" &RAVEL BASE
RE, PLAN VERTICAL RE: PLAN
#5 AT 3/12/07
(XXXI-XXII) 4 4•
(Xxx 4 Ak RE: Pl
41. 4 R) X X X
".
-4
0
- %0 0 DETAIL S
�b "o �62� "O�6 *b.0
A4 A 4
A 4
4
4
4 . 4 .4 •
A 4 4 1 4 1 4 . . 4.
ul
(2)-#!5 X CONTINUOUS
� I�I I I�I! � i -I 1 -� � i p 1 I I I � i I I li I I � I i
Ret PLAN RE: PLAN
S202
3/4" = 11-0.1
3/4" = 11-0.1
EXTERIOR kqALL
kqITH SHEATHIN&
1/2" ISOLATION JOINT
4"5LAB-ON-6RAVE
NITH REt PLAN Q0 LO
L
L ON 4" 67RAVEL BASE T_ Q0
I > 00 G)
Re: PL . 0
< U
4 A
C� PQ yo� r
PP VA
2 1/2 11 X 5 1/2
r 1r_III= XN
R= P't BLOCKOUT 0
0)
�4 4
e- ry
la ,o- #5 AT I' -6" VERTICAL <
e- AND HORIZONTAL
10 100 L)
A
C//
4
0
I
4., <
J
Cn
I
(2)-#.5 CONTINUOUS
= u
C_
IRE: PLAN r__
SECTION I
3/4" = 1'-0"
2X& EXTERIOR I^IALL
kqITH 5HEATHIN&
-1 1/2" CONCRETE
Monroe & Newell
TTOPPING
Engineers, Inc.
FLOOR SHEATHINO
P.O. l3o. 1597
= lw 2114
81620
A14 -7768
PAX ( 47Q)
470) 444 -A054
RE: PLAN 1
1701 W=
802 W_
F. S. ) ".1 6 - 602
Emu:
PO R" 295
619 Mai. S S ufta *7
C = 80443
669-3776
�
FAX 70�668-3789
6
Z 4 X , ) ORAVEL BASE CONTINUOL
1 111 �3`. d-
MAX.
0.t 5 9 &111 #5 AT 10" (XXX' RE.- PLAN
#5 AT 1'-0" #5 AT 1'-4" 4 V7 T
1
-011 L4X4X31& kqITH 5/ #6 X 2`-b" EPDXY OROUT FLOOR JO15T5 a 4--0" 4--0" #5 AT 1. X 05 AT 1'-4" #5 AT I'-&" EXPANSION ANCHORS 6" INTO kqALL AT 1'-0"
-0 #5 4' RE: PLAN
MAX. AT 2`-0" FLOOR JOIST '
4 AT It-&" 4 4 A 4
nil
11
C)
_
U)
R
5__
SECTION Iv2".
SECTION 11
3/4" = 11-01,
SI P90N IUT HANC7ER A
2XI2 TREATED EPOER 1/2" ISOLATION JOINT (5)-#5 X CONTINUOUS
SIMPSON ITT HANGER. I
#5 AT 1'-0" VERTICAL #6 AT 1'-0" HORIZONTAL
k41TH 3/4"lP X & 5! &" 4 4" 5LAB-ON-ORADE
EMBEDMENT EXPANSION
ANCHOR AT e>" P41TH W.W.F. W.W.F. ON 4"
eRAVEL BASE RE:
M W Re: PLAN
#5 X j AT e8" '4 4 ' (b)-#5 X CONTINUOUS PLAN
:4 A 4
#5 AT 1'-4" RE: PLAN RE PLAN #5 AT I'-&"
z 1 HORIZONTAL
4 A
-
= i x X 4 •
a.
VERTICAL
A:
(XXX :.K 5/4" 1/2" ISOLATION
6 .9 - 0
#5 AT 1'-4" 0 ° to o ° . 0 b.,060. .* ` F, 0.. X AT I'-( :P" A 4
JOINT
J
-#4 CONTINUOUS
V A
I
4. A 4 . I I I
(4)-#5 CONTINUOUS A � V� 41
13 . 4'. 4 pi J4 4 4" SLAB ON (5IFRAPE Lj
4 IV 4 4' a 4, P41TH W.W.F. ON 4
4 REt
4 &RAVEL
4, V ')-#5 X CONTINUOUS - Res PLAN BASE
I I 3 - oil
A CONTRACTOR NOTE; .
4 AN
PI 5FE OENERAL NOTES #5 AT I"F-b"
4.' 4 'A 44 \ _#5 AT 10" 5 X.1 (XXX _XX ) I '-& "
BEFORE BAC<FILLI # RE, PLAN
IN -4
/
- 1 f I TI fill r 4" 5LAB-ON-ORADE . 4 � t� ; -�-- X X X
< A
AT 1'-4" n ui _j Ret PLAN &=(�.,T ION e� 1/2" 150LATION JOINT NITH K".F. RE- PLAN * ' ' ' % < 0
, 0 1�- o' - (,) C�b 41 - k
RTICAL ON 4" GRAVEL RAVEL BASE q 0(-)
b 0 0 0 *b 0 0 0
0
EXTERIOR 5LAB-ON 4 A 4.
><4XII4 WITH 1/2"(P X 6 <
ORAPE RE : ARC .. . I . I I
Ak A 4 4 4
PANI51ON ANCHORS AT 2'-0" NITH 5HFATHIN (a %/FNEER RFt ARCH H 6" MAXIMUM STONE RE. PLAN .1 4� 4 " SECTIO EXTERIOR HALL e AND CIVIL 4 . , .1
4
2X& TREATED PLATE 4 wN:I;1W 4
4- 0
1 1/2" CONCRETE WITH 1/2"(P ANCHOR [XXX--XX V) _j Sz_ LJj 0
CMU k4ALL PqITH C1 OA6715 TOPPIN& BOLTS PER SHEAR
A
R-044FALL AT 1-4" FLOOR SHEATHIN& AALL SCHEDULE .0 4 1 if ry
.
RIZONTAL (GROUT SOLID) Wn. . < 0
4 RE: ANL 0. Q 0 FFb.*__Q0 6 '_0 1 _j
(2)-#5 X CONTINUOUS
0. 6 orQ65cF RE; PLAN
6" MAXIMUM 1 4
STONE VENEER
Res ARCH
DRIVENAY AT
SIMILAR ARCH 4 EXXX.-XxIll 4 Ln <
SE
RE: C TION (_D
2- >
j z
X
0 r
AT 1'-4" v -#5 CONTINUOUS VERTICAL aTi 1 1/2" CONCRETE AND HORIZONTAL
TOPPINC-v (Xxx-xx�,
L 4X4X31eF WITH 41 ° 4
(P
-4 5/4" X & 5/P.>" FLOOR 5HEATHINO X AT I'-&"
ANCHOR AT 1'-0"
V, EMBEDMENT EXPAN51ON ol - L
-#!5 CONTINUOUS \-FLOOR JOISTS
RF- PLAN
4
F2XI2 TREATED LEPOER
5IMP50N U HANGER P41TH 5/4"(P X ro 5/5" A
L4X4X51e>" EMBEDMENT EPDXY -(2)-#r> CONT.
22X12' TREATED LEDOER
kqITH 0/4"4P NITH _3/4"4> X 6 51e>" ANCHOR AT 2'-0" Ali - II
X b 5/5" EMEED
EPDXY ANCHORS 4 EMBEDMENT EPDXY PROJECT: #7250
ANCHOR AT eY' E: FLA
AT 1"-0" FLOOR JOIST ft) uJ
D RE: P LAN U RAWN BY: FRISCO
#5 AT I'-&" DATE: 4/11/07
VERTICAL AT 1'-0" HORIZONTAL N AT I-& SECTION -4
4 #5 X '"
•
" 1.
J 5/4 11-0
(0 1, REVISIONS:
#6 AT 6"
1/2" ISOLATION 4
#5 X AT I--W A 4. JOINT HORIZONTAL Permit Set: 4/11/07
4 AT SIMILAR 1/2" ISOLATION
##6 AT 1'-0"
JOINT
4 HORIZONTAL 95% CD: 4/4/07
roll 4" SLAB ON eRAVE 4 4" SLAB ON &RADE
V41TH VW.W.F. ON 4 WITH TH ON 4" Progress Set:
(5)-#5 X CONTINUOUS 4 ORAVEL EIA5E #6 AT I'-&" &RAVEL BASE
RE, PLAN VERTICAL RE: PLAN
#5 AT 3/12/07
(XXXI-XXII) 4 4•
(Xxx 4 Ak RE: Pl
41. 4 R) X X X
".
-4
0
- %0 0 DETAIL S
�b "o �62� "O�6 *b.0
A4 A 4
A 4
4
4
4 . 4 .4 •
A 4 4 1 4 1 4 . . 4.
ul
(2)-#!5 X CONTINUOUS
� I�I I I�I! � i -I 1 -� � i p 1 I I I � i I I li I I � I i
Ret PLAN RE: PLAN
S202
3/4" = 11-0.1
3/4" = 11-0.1
EXTERIOR kqALL
kqITH SHEATHIN&
1/2" ISOLATION JOINT
4"5LAB-ON-6RAVE
NITH REt PLAN Q0 LO
L
L ON 4" 67RAVEL BASE T_ Q0
I > 00 G)
Re: PL . 0
< U
4 A
C� PQ yo� r
PP VA
2 1/2 11 X 5 1/2
r 1r_III= XN
R= P't BLOCKOUT 0
0)
�4 4
e- ry
la ,o- #5 AT I' -6" VERTICAL <
e- AND HORIZONTAL
10 100 L)
A
C//
4
0
I
4., <
J
Cn
I
(2)-#.5 CONTINUOUS
= u
C_
IRE: PLAN r__
SECTION I
3/4" = 1'-0"
PEE
- OWN"
•
rr
u
.,ITH
INVERTED SIMPSON
H6U5 HANGER
WOOD SHr=AR WALL 5CNr=
®I Ln
w
TYPE /SHEAR CAPACITY
SHEATHING
NAILING AT
5TUD5 AT ADJOINING
STUDS NOT AT
ANCHOR BOLTS AT
BLOCKING /RIM TO
d
N
PANEL EDGE5
PANEL EDGES
PANEL EPOE5
FOUNDATION (D)
WALL PLATES CONNECTION
260 LB/FT
15/32 PLYISIOOD
fed NAILS
2X
2 ' X
O
1/2 "4> X 10"
A35 OR LTP4 CLIP AT 1' -4"
0-)
ONE SIDE
AT 6" O.G.
W
AT 2' -0"
3E30 LB/FT
15/32 PLYWOOD
Sd NAILS
2X
2X
4,
1 /2 "(P X 10':
A35 OR LTP4 CLIP AT 1 "_0..
ONE SIDE
AT 4" O.C.
W
O
AT 2 ' -0 ::
F
G� 4iG LB/FT
15432 PLYWOOD
ONE SIDE
e5d NAILS
AT 3" O.C.
2X
2X
112 "N X 10"
AT 1' -0'
A35 OR LTP4 CLIP AT 8"
640 LB/FT
15/52 PLYWOOD
bd NAILS
3X
2X
1/2 X 10"
A55 OR LTP4 CLIP AT 8"
ONE SIDE
AT 2' O.C.
W
AT 1' -0"
X e8O LB/FT
15/32 PLYWOOD
9 d NAILS
5X
2X
1/2 "Q X 10"
A35 OR LTP4 CLIP AT 10"(
BOTH SIDES
AT 3" O.C.
{3
AT Ea+"
I. ALL PANEL EDGE5 SHALL BE BLOCKED. BLOCKING SHALL MATCH THE STUDS AT ADJOINING PANEL EPeES.
2. NAIL SPACING AT 12" O.C. ALONG INTERMEDIATE FRAMING MEMBERS.
3. ALL EXTERIOR WALLS SHALL BE TYPE05HEAR WALL5 UNLESS NOTED OTHERINI5E.
4. STAGGER ALL SHEATHINc5 JOINT AND SILL PLATE NAILINe.
5. TOP PLATES IN SHEAR WALL E MAY BE NOT SPLICED. TOP PLATES IN ALL OTHER SHEAR WALLS
SHALL HAVE A MINIMUM SPLIC LEN TSTH OF 4'--O" WITH (30) -16d NAILS IN (3) -ROW5 EACH SIDE OF SPLICE.
6. BLOCKINe/RIM TO WALL PLATES CONNECTION AT SHEAR WALLS (D15 51ZED FOR TRANSFER OF SHEAR
OF ONE FACE OF THE WALL ONLY AND ASSUMES THE OTHER FACE HAS LAPPED SHEATHING. IF 5HEATHING 15
NOT LAPPED AT ONE FACE OF THE WALL, THE CONNECTIONS SHALL BE DOUBLED OR INSTALLED ON BOTH
SIDES OF THE BLOGKINO/RIM. SEE DETAILS.
7. NAILS SHALL BE COMMON OR &ALVANI.ZED BOX IN PLYWOOD SHEAR WALLS.
e>. UNLESS CLOSER 'SPACINC7 15 NOTED IN FOUNDATION DETAIL.
1 I. ALL PLYWOOD PANELS SHALL BE APA RATED EXPOSURE I SHEATHING.
10. EXTENT OF SHEAR WALL DENOTED BY ------ ------ ---
_ l
IOd NAILS AT 6"
AT PANEL EDGES
(CL05ER 5PACIR
INDICATED ON PL
r� •
r
1/4" = 1' -0"
♦ _ nor
5 AT 6"
PANEL EDGE
SPACING INHERE
D ON PLAN)
DICATED ON PLAN,
2X6 FLAT BLOCKING
LYNOOD PANEL
A5TEN SHEATHING
<ING AS REQUIRED
ITS
INTERIOR SHEAR WALL
WITH SHEATHING RE: PLAN
WATERPRCJC7FINC'r EXTERIOR WALL WITH —
MEMBRANE RE: ARCH SHEATHING PER SHEAR
1 1/2" CONCRETE WALL SCHEDULE
TOPPING
FLOOR 5HEATHING
3" TOPPING 5LA8
WITH W.W.F. RE; PLAN
AND CURB RE; ARCH
SLOPI
RE: PLAN
• a 4
5" SLAB ON METAL --'
DECK WITH REINFORCING
RE: PLAN
L4X4X3 146> CONTINUOUS -/
SLOPING DECK
SUPPORT RE: PLAN
1/4" WEB STIFFENER
AT 4'_0"
STEEL BEAM
RE: PLAN WITH
2X RIPPED TOP
PLATE WITH 1/2 " 4D
THRU BOLT AT
2' -0" 5TAGGARED
.
4
a s
d.
4 ." A
1 1/4" RIM BOARD WITH
2X RIPPED TREATED SIMPSON A35 CLIP PER
PLATE WITH 1/2" tP ANCHOR SHEAR WALL SCHEDULE
BOLT PER SHEAR. WALL
SCHEDULE
CONTINUOUS
(2� #5 RE. PLAN
SECTION 1
JOIST RE: PLAN
CONCRETE WALL
AND REINFORCING
RE: SECTION '7/5201
SIMPSON ITT HANGER
(TYP.)
_ !►
r
1/4X2" AT 6"
d
6" MAXIMUM STONE
VENEER RE: ARCH
1/4" STEEL PLATE
3/4 "0 TEN51ON ROD -
THREADED EACH END
WITH CLEVI5 AND
3 /4 "d> PIN
114"
STEEL
CHANNEL
RE: PLAN
DECKING -
RE: ARCH.
H55 JOIST
RE: PLAN
L4XSX3 /8
STEEL ANGLE
WITH 3 /4 "m
X 6 5/S'" EPDXY
ANCHOR AT 2' -0"
(2) - #5 OVER
OPENING
1/2
4
a
e
4
a •:
a 4
4
a 4 e
• d
d
a �
EMBED PLATE
RE: PLAN
8" CONCRETE WALL
WITH REINFORCING
RE: PLAN
G r
STEEL CHANNEL
RE; PLAN WITH
3/4 "4> X 6 5/S"
EM5FPMENT EXPDXY
ANCHORS AT 2' -0"
3/4" = 1: -0"
EXTERIOR STUD WALL -
WITH 5HEATHING PER
SHEAR WALL SCHEDULE
1 1/4" RIM BOARD WITH -
51MP50N A35 CLIP
PER SHEAR WALL
5GHEDULE
LAP .WALL SHEATHINGa
OVER RIM BARD 1' -0 ":
MIN. TOP AND BOTTOM
• r
SECTION 2-
3/4' = i : -0"
TOPPING
RE; ARCH,
FLOOR
5HEATHING
FLOOR JOIST
RE; PLAN
RE: PLAN
BLOCKING AT
4 ".
HEADER WHERE
INDICATED ON PLAN
CONCRETE TOPPING
RE; ARCH.
FLOOR 5HEATHING
k RE: PLAN
FLOOR JOIST
RE: PLAN
:----------------------
I
1
i ..
-___l------------- - lsli; FLUOR JOISTS
BEYOND
1 1/2" CONCRETE
TOPPING
FLOOR SHEATHINe LOAD BEARING
STUD WALL
RE: PLAN
CONTRACTOR OPTION
RUN FLOOR JOIST
CONTINUOUS
2XIO LEDGER
WITH 5/4"4P X 3 5/e5"
EMBEDMENT EXPAN51ON FLOOR SHEATHING -
ANCHORS AT 3' -0"
CONCRETE TOPPING
RE: ARCH.
BEARING WALL ABOVE
AT SOME LOCATIONS
RE: PLAN
STEEL BEAM RE: PLAN
-✓HEAR WALL ABOVE WITH 2X RIPPED TOP PLATE WITH
RE: PLAN 1/2 " 0 BOLTS AT 2' -0"
STAeeFR
CONCRETE TOPPING
FLOOR SHEATHING
SIMPSON CM5T14 STRAP
WITH ALL NAIL HOLES
FILLED
RE: PLAN
(2) -LVL BLOCKI
FASTEN BOTTOM PLATES
TOGETHER, BOTTOM PLATE
TO SHEATHIN6 AND 5HEATHIN6
TO BLOCKING WITH IOd NAILS
AT 4"
FLOOR 5HEATHING-
CONCR.ETE TOPPING
RE: ARCH.
FASTEN LVLS TO6ETHER -r' \ `- FLOOR JOIST, RE: PLAN
WITH (3) -ROWS OF IOd �
NAILS AT 4" i -JOIST BLOCKING
SHEAR WALL WITH
SHEATHING PER
SHEAR WALL
SCHEDULE 51MP50N A35 CLIP
PER SHEAR WALL
SCHEDULE
SE C T I ON
&E CTION
314" _ ,1„0"
SE CTI ON
314" = 1
RE: PLAN
FLOOR JOIST WITH
51MP50N ITT HANGER
STEEL BEAM RE: PLAN
WITH 2X RIPPED TOP PLATE
WITH
1/2 "d7 BOLTS
AT 2' -0" STAGGERED
SECTIO N �
3/4" = 1' - 0"
0
x
®I Ln
w
FRISCO
DATE:
4/11/07
REVISIONS:
> '
Q0
4/11/07
d
N
Progress Set:
F-
�Wo
Q ry�
0
U
�
O
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DATE:
4/11/07
REVISIONS:
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4/11/07
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Progress Set:
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PROJECT:
#7250
DRAWN BY:
FRISCO
DATE:
4/11/07
REVISIONS:
Permit Set:
4/11/07
05% CD:
4/4/07
Progress Set:
3/12/07
1 �
5300
CONCRETE WALL
ABOVE RE: FOUNDATION
PLAN AND SECTIONS
FOR REINFORCEMENT
#5 X 2'-0" GRADE
A'7062 WELDED TO
BEAM FLANGE
(4)-#5 CONTINUOUS-- -
TOP AND E30TTOM
STEEL BEAM
RE: PLAN
315"X6 "X6ONTINU0U5
PLATE FOR STONE
VENEER SUPPORT;
PqFLP TO BEAM FLANGE
WITH 3114 "'X2" FILLETS
AT 1'-0"
I12"X4"XI'-2" PLATE
WITH (2)-1/2"($) Xb"
FM5Fr->MFNT EPDXY
ANCHORS
CONCRETE HALL BEYOND
5/4"
STEEL COLUMN (RE: PLAN)
WITH 314'*Xei "XI'-O" BASE
PLATE AND (4)-112"(P X 10
ANCHOR BOLTS A�
1 1/2" SHIM AND NON - SHRINK
GROUT
SHEAR PLATE AND
BOLTS
[xxx,-xx,,) EMBED PLATE AITH ��IW
4
4
4 44
4
4
4
.A
4
4
14
A4 4 4
STEEL BEAM RE: PLAN FOUNDATION WALL
RE.- PLAN AND SECTION5
4
1 1/2
I . -0 11
e-
e>EC;TlQN 4-A
E T I O I 1 e
3/4
5TEEI
WELD
FM5E
(RE:
v Lool
2X DF SELECT
TONOUE 4 GROOVE
DECKING. RE: eENERAL
NOTES FOR FA5TENIN6
REGUIERMENT5
4X16 5TRINOF.R
WITH SIMPSON
CJT& TO LANDING
BEAM
f.
------
r - - - -- - - 7
--------
4XI6 LANDING
BEAM
3/4
KNIFE VERTICAL
PLATE INTO HOOP
BEAM
RE: PLAN
T.O. PLYWOOD ��177 77 77,
BEAM DEPTH
3" TOPPING SLAB
T:
3
OVER WATERPROOFING
4 4
5HEATHINe
PER ARCH, OVER 5"
H;21,1
0
STRUCTURAL SLAB
STEEL COLUMN
!III
:
ON I" METAL DECK
-
w
SLOPE BEAMS
PLATE WITH (2)-
AND SLAB
1/4" STIFFENER
STEEL PLATE WITH
x
war
-4
Sk
0
(2)-#5 eRAPE A706 X
w
0
PqF TO PLATE
T
0
FLOOR JOIST RE. PLAN
7 5IMPSON
0
4
BEND REBAR
1 1/2" SHIM AND
4,
HORIZONTAL
NON- SHRINK GROUT
A
WHERE PLATE 15
CONNECT EACH BEAM
-4
AT TOP OF WALL
HEADER WITH 314" SINGLE
N
SHEAR PLATE WITH
Q
2X ALIGNED OVER
(3)-3/4"47 THRU-BOLTS
as
FRAMING MEMBERS
NOTED ON
5/4"
STEEL COLUMN (RE: PLAN)
WITH 314'*Xei "XI'-O" BASE
PLATE AND (4)-112"(P X 10
ANCHOR BOLTS A�
1 1/2" SHIM AND NON - SHRINK
GROUT
SHEAR PLATE AND
BOLTS
[xxx,-xx,,) EMBED PLATE AITH ��IW
4
4
4 44
4
4
4
.A
4
4
14
A4 4 4
STEEL BEAM RE: PLAN FOUNDATION WALL
RE.- PLAN AND SECTION5
4
1 1/2
I . -0 11
e-
e>EC;TlQN 4-A
E T I O I 1 e
3/4
5TEEI
WELD
FM5E
(RE:
v Lool
2X DF SELECT
TONOUE 4 GROOVE
DECKING. RE: eENERAL
NOTES FOR FA5TENIN6
REGUIERMENT5
4X16 5TRINOF.R
WITH SIMPSON
CJT& TO LANDING
BEAM
f.
------
r - - - -- - - 7
--------
4XI6 LANDING
BEAM
3/4
KNIFE VERTICAL
PLATE INTO HOOP
BEAM
RE: PLAN
T.O. PLYWOOD ��177 77 77,
4,
16 -
4
BEAM
RE PLAN
4"
—HOOP POST
RE: PLAN
RE
ARCH.
-710 TOP OF
LANDING
—"OOD BEAM
(RE: PLAN)
WITH 5IMP50N
HUC HANGER
TO P05T
EACH END
1/4" STEEL T-PLATE
WITH 1/4" BACK PLATE
WITH (4)-I/2"O X 4"
EMBEDMENT EXPANSION
ANCHORI5 AND (2)-1/2"47
THRU-BOLTS (WELD
TO EMBED AT SIMILAR)
5 1/2'
SECTION 4-,4
lri L4 1/4" 4" CONCRETE WALL ' -
EPI I 1/4" 4 RE PLAN
BEAM DEPTH
A T Top OF LL
AT TOP OF WALL
—
T:
3
FACE OF HALL
4 4
5HEATHINe
1 1/4"
H;21,1
0
1/4 I(
STEEL COLUMN
!III
:
IBM
-
w
RIM
PLATE WITH (2)-
1/4" STIFFENER
STEEL PLATE WITH
T
4,
16 -
4
BEAM
RE PLAN
4"
—HOOP POST
RE: PLAN
RE
ARCH.
-710 TOP OF
LANDING
—"OOD BEAM
(RE: PLAN)
WITH 5IMP50N
HUC HANGER
TO P05T
EACH END
1/4" STEEL T-PLATE
WITH 1/4" BACK PLATE
WITH (4)-I/2"O X 4"
EMBEDMENT EXPANSION
ANCHORI5 AND (2)-1/2"47
THRU-BOLTS (WELD
TO EMBED AT SIMILAR)
5 1/2'
SECTION 4-,4
lri L4 1/4" 4" CONCRETE WALL ' -
EPI I 1/4" 4 RE PLAN
PLAN
NOTE: WHERE MINIMUM 5" EDGE DISTANCE -
(REINFORCE MENT
TO EXPANSION ANCHO KNOT BE NOT SHOWN)
MAINTAINED, PROVIDE PP3 E M BED PLATE
STEEL PLATE WITH AND WELD KNIFE FL^
(6)-314"-V X 6' HA,5. AND L
(2)-#5 GRADE A X
WELDED TO PLATE
&f= TION •
-
5/4" = 11-011
1 1/2 1 1/2"
R
REB
BEND A
'0 T L
Of HORIZONTAL
WH ER E E PLAT I
S
HERE E I
BEAM DEPTH
A T Top OF LL
AT TOP OF WALL
—
4 1
3
FACE OF HALL
4 4
5HEATHINe
1 1/4"
H;21,1
0
1/4 I(
STEEL COLUMN
!III
:
1/4" 4"
-
w
RIM
PLATE WITH (2)-
1/4" STIFFENER
STEEL PLATE WITH
T
--
(W-3/4'4 Xb'KA-5. AND
BOARD
ADJACENT SIDES
(2)-#5 eRAPE A706 X
w
<
PqF TO PLATE
.4
FLOOR JOIST RE. PLAN
7 5IMPSON
0
4
BEND REBAR
BLOCKING
4,
HORIZONTAL
A
WHERE PLATE 15
2X BLOC<Ne
-4
AT TOP OF WALL
1/2"
BUILT UP HEARTH WITH
PLAN
NOTE: WHERE MINIMUM 5" EDGE DISTANCE -
(REINFORCE MENT
TO EXPANSION ANCHO KNOT BE NOT SHOWN)
MAINTAINED, PROVIDE PP3 E M BED PLATE
STEEL PLATE WITH AND WELD KNIFE FL^
(6)-314"-V X 6' HA,5. AND L
(2)-#5 GRADE A X
WELDED TO PLATE
&f= TION •
-
5/4" = 11-011
1 1/2 1 1/2"
R
REB
BEND A
'0 T L
Of HORIZONTAL
WH ER E E PLAT I
S
HERE E I
EXTERIOR WALL WITH
SHEATHI N C-5 RE; PLAN
4" CONCRETE TOPPING 1 1/2" CONCRETE
SLOPING RE. ARCH. TOPPING
!F7IMPSON STRAP RE: PLAN
WHERE NOTED
ON PLAN DECK FLOOR 5HEATHINe
DEC SLOPES SLOPES
DEG
RE: ARCH. F
R
I I
1 114
---------
11,11 — . - .. 1 112
BOARD
CONTINUOUS
BEAM DEPTH
A T Top OF LL
AT TOP OF WALL
—
4 1
3
FACE OF HALL
4 4
5HEATHINe
1 1/4"
H;21,1
0
1/4 I(
STEEL COLUMN
!III
:
1/4" 4"
-
w
RIM
PLATE WITH (2)-
1/4" STIFFENER
STEEL PLATE WITH
_*S
--
(W-3/4'4 Xb'KA-5. AND
BOARD
ADJACENT SIDES
(2)-#5 eRAPE A706 X
w
<
PqF TO PLATE
.4
FLOOR JOIST RE. PLAN
7 5IMPSON
0
4
BEND REBAR
BLOCKING
4,
HORIZONTAL
A
WHERE PLATE 15
2X BLOC<Ne
-4
AT TOP OF WALL
1/2"
BUILT UP HEARTH WITH
EXTERIOR WALL WITH
SHEATHI N C-5 RE; PLAN
4" CONCRETE TOPPING 1 1/2" CONCRETE
SLOPING RE. ARCH. TOPPING
!F7IMPSON STRAP RE: PLAN
WHERE NOTED
ON PLAN DECK FLOOR 5HEATHINe
DEC SLOPES SLOPES
DEG
RE: ARCH. F
R
I I
1 114
---------
11,11 — . - .. 1 112
BOARD
CONTINUOUS
5/4"
1-4X4X3/8 WITH
3/4"47 THRU-BOLTS
AT ep" AND 1/2"0 X 3"
THREADED ROD AT
I'-&" EPDXY TO STONE
LINTEL
6" MAXIMUM STONE
VENEER RE; ARCH.
STONE LINTEL
RE, ARCH.
CONCRETETE WALL
BEYOND
STONE TOPPING
—
RE: ARCH.
FLOOR SHEATHING
2X BLOCKING -,
BEAM DEPTH
2
INTERIOR WALL WITH
3
LVL BEAM RE: PLAN
4
5HEATHINe
1 1/4"
H;21,1
0
SADDLE WITH (2)-1/2"4>
+ , I BEAM THRU-BOLTS WELDED
STEEL COLUMN
!III
:
1
OF COLUMN TO END PLATE
-
0(
RIM
PLATE WITH (2)-
1/4" STIFFENER
RE PLAN
PLATES ON
BOARD
ADJACENT SIDES
z
G)
<
&EC� TION
.4
FLOOR JOIST RE. PLAN
7 5IMPSON
0
4
cy
BLOCKING
4v
A
2X BLOC<Ne
ITT HANGER
WHERE
BUILT UP HEARTH WITH
5 4
O�
Q
2X ALIGNED OVER
4 .
FRAMING MEMBERS
NOTED ON
FRISCO
FLOOR JOI5T RE: PLAN
4/11/07
O
STE EL BEAM RE: PLAN
PLA N
1
S
X
}-
4/4/07
WITH 2X RIPPED TOP
V
LLJ
PLATE WITH 1/2"(7 THRU-BOLT
EXTERIOR WA LL
3:
AT 2'-0" STAGGERED
WITH SHEATHING
AND 50LID WEB PACK
WITH 5/4"47 THRU-BOLT
PECK JOIST (SLOPING) —
AT 4
RE: PLAN
5IMP50N IUT HANGER
14ATERPROOFINO MEMBRANE
RE: ARCH.
&ECTION
5/4"
1-4X4X3/8 WITH
3/4"47 THRU-BOLTS
AT ep" AND 1/2"0 X 3"
THREADED ROD AT
I'-&" EPDXY TO STONE
LINTEL
6" MAXIMUM STONE
VENEER RE; ARCH.
STONE LINTEL
RE, ARCH.
CONCRETETE WALL
BEYOND
STONE TOPPING
—
RE: ARCH.
FLOOR SHEATHING
2X BLOCKING -,
VERSA-LAM BEAM
RE: PLAN
6" MAXIMUM STONE
FLOOR J015T VENEER RE: PLAN
RE: PLAN INTERIOR WALL WITH
SIMPSON IUT HANGER —j 5HEATHINe (BEYOND)
����f 11
4" 4"
F
I I
w
......
N
2'. 1-21.
I12*'X8 "XI'-I" STEEL PLATE
WITH (5)-5/8 "0 X 4 1/2" H.A.S. AND
(2)-#5 GRADE A'106 X 2'-0"
kqELr->EC> TO PLATE 6
Q tV
1/2" BENT STEEL -
U PLATE WITH
(5)-3/4"4> X 6"
H.A.5.
3/4"
&ECTION 3
5/4"
2X4 EXTERIOR
WALL 1-41TH
SHEATH INO
xxx
STEEL BEAM
(RE: PLAN) WITH
318 X 101 X 11-1
END PLATE
WELDED TO WEB
FLOOR JOIST
REt PLAN
1 1/2" CONCRETE
TOPPING
BEAM DEPTH
2
INTERIOR WALL WITH
3
LVL BEAM RE: PLAN
4
5HEATHINe
WITH 1/4" STEEL
H;21,1
0
SADDLE WITH (2)-1/2"4>
+ , I BEAM THRU-BOLTS WELDED
STEEL COLUMN
!III
:
1
OF COLUMN TO END PLATE
-
0(
VERSA-LAM BEAM
PLATE WITH (2)-
1/4" STIFFENER
RE PLAN
PLATES ON
I I ECCENTRICITY
ADJACENT SIDES
z
G)
<
&EC� TION
.4
3/4
0
4
cy
FIREPLACE
4v
A
2X BLOC<Ne
5IMP50N U MANGER
BUILT UP HEARTH WITH
5 4
O�
Q
2X ALIGNED OVER
4 .
FRAMING MEMBERS
4
FRISCO
FLOOR JOI5T RE: PLAN
4/11/07
O
1
S
X
}-
4/4/07
Progress
V
LLJ
3/12/07
3:
0
VERSA-LAM BEAM
RE: PLAN
6" MAXIMUM STONE
FLOOR J015T VENEER RE: PLAN
RE: PLAN INTERIOR WALL WITH
SIMPSON IUT HANGER —j 5HEATHINe (BEYOND)
����f 11
4" 4"
F
I I
w
......
N
2'. 1-21.
I12*'X8 "XI'-I" STEEL PLATE
WITH (5)-5/8 "0 X 4 1/2" H.A.S. AND
(2)-#5 GRADE A'106 X 2'-0"
kqELr->EC> TO PLATE 6
Q tV
1/2" BENT STEEL -
U PLATE WITH
(5)-3/4"4> X 6"
H.A.5.
3/4"
&ECTION 3
5/4"
2X4 EXTERIOR
WALL 1-41TH
SHEATH INO
xxx
STEEL BEAM
(RE: PLAN) WITH
318 X 101 X 11-1
END PLATE
WELDED TO WEB
FLOOR JOIST
REt PLAN
1 1/2" CONCRETE
TOPPING
"X"5PACF-5
AT 5"
A-
-3/4" 11-0°
'
)-l-4X3X51S WITH
/4"4) BOLTS
I)PPORTEP BEAM
NP 5/4"0 BOLTS
I SUPPORTING
EAM (OR WELDED
GIUIVALENT)
LL E30LTS ARE
325-N
W04
BEAM DEPTH
2
V410, pq8
3
LVL BEAM RE: PLAN
4
V416, kqle�
WITH 1/4" STEEL
H;21,1
0
SADDLE WITH (2)-1/2"4>
+ , I BEAM THRU-BOLTS WELDED
STEEL COLUMN
L
< 0
1
OF COLUMN TO END PLATE
WITH 1/2" CAP
0(
PLATE WITH (2)-
1/4" STIFFENER
i 3 1/2" MAXIMUM
PLATES ON
I I ECCENTRICITY
ADJACENT SIDES
W �J
G)
<
&EC� TION
.4
3/4
0
"X"5PACF-5
AT 5"
A-
-3/4" 11-0°
'
)-l-4X3X51S WITH
/4"4) BOLTS
I)PPORTEP BEAM
NP 5/4"0 BOLTS
I SUPPORTING
EAM (OR WELDED
GIUIVALENT)
LL E30LTS ARE
325-N
W04
BEAM DEPTH
2
V410, pq8
3
N12, "14
4
V416, kqle�
F,
H;21,1
"X"5PACF-5
AT 5"
A-
-3/4" 11-0°
'
)-l-4X3X51S WITH
/4"4) BOLTS
I)PPORTEP BEAM
NP 5/4"0 BOLTS
I SUPPORTING
EAM (OR WELDED
GIUIVALENT)
LL E30LTS ARE
325-N
W04
530
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4[1/2" 01 14 I "
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PROJECT:
#7250
0)
FRISCO
DATE:
4/11/07
O
1
4/11/07
95% CD:
}-
4/4/07
Progress
U)
LLJ
3/12/07
3:
0
530
C N
4[1/2" 01 14 I "
L
< 0
0(
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<
0
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0
>
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PROJECT:
#7250
DRAWN BY:
FRISCO
DATE:
4/11/07
REVISIONS:
Permit Set:
4/11/07
95% CD:
4/4/07
Progress
Set:
3/12/07
530
C N
4[1/2" 01 14 I "
ROOF 5HFATHINC7 —
I-JOIST BLOCKING —
WITH 10d NAILS AT b"
FAr_,H5IPE TO WALL
PLATES (4 NAILS PER
FOOT TOTAL)
10d NAILS AT 3"
ROOF JOIST
RE: PLAN
•
RE: AFZ6
1 1/4" RIM BOARD 5UB-
FA501A (1 5/4" LVL
WHERE INDICATED PLAN)
WITH (3)-l6d NAILS TO
EACH 2X4
2X4 NEB PACK EACH—
SIDE V41TH (&)-e)d NAILS
TO NEB
ROOF JOIST RE: PLAN
5IMP50N H25 CLIP
AT EACH JOIST
BEVELED BEARIN6 PLATE
SIMPSON A-55 CLIP PER
SHEAR WALL SCHEDULE
2X6 EXTERIOR WALL
KITH SHEATHINO PER
SHEAR WALL SCHEDULE
1 5/4" X le>" LVL WITH
(2)-5IMPSON HL46 CLIPS
EACH END TO BCI
I s - 011
BEVELED PLATE WITH
(2) -ROWS 10-d NAILS
AT 6" TO TOP PLATES
2X6 SHEAR "ALL
WITH SHEATHING PER
SHEAR WALL SCHEDULE
—10d NAILS AT 6"
_BLOCKIN6- PER
SHEAR WALL 50HEOULE
AND 5/8" PLYWOOD WEB
STIFFENER EACH 51PF
FROM INSIDE FACE OF
WALL TO SAVE AT
5NOK6
—ROOF 5HEATHIN6
3:
160
u F ly 12
EXTERIOR WALL -
WITH 5HEATHINe
PER SHEAR HALL
SCHEDULE
- FLOOR BEAM
RE, PLAN
EXTERIOR WALL
WITH 5HEATHINC7 INTERIOR
PER SHEAR HALL BEARING WA LL
SCHEDULE
X RE: ARCH. 2X
RE: PLAN
a E C T ION - 1 -
3/4" = 1'-0"
ROOFSHEATHINC7
2X T & 0—
PECKINC3
BEVELED PLATE -
5IMP50N H&U5-\
HANGER
eLU-LAM
BEAM
RE: PLAN
± 12
ftl
< ✓
6LU '
BEAM, REiPLAN
SIMPSON HU��
HANGER
NOTCH BOTTOM
OF GL FOR
HANGER
5 5/4"
STEEL BEAM
RE: PLAN WITH
2X RIPPED TOP
PLATE AND
1/2"d) THRU-BOLTS
AT 2'-0" STAGGERED
AND 50LID WEB PACK
WITH 5/4"(P THRU-BOLT5
AT 4'-0"
1 ft ► w �
3/4" = I.-Ol.
INTERIOR
NON - BEARING
WALL
1 1/2" CONCRETE
TOPPING
FLOOR 5HEATHIN&
,.k RE- PLAN
RE:
ARCH.
OL BEAM
BELOW
(W-TOTAL 1/2"(P
X &" LA65OLTS
31&' BASE PLATE
FLOOR JOISTS
RE: PLAN
SIMP50N IUT HAN(5ER
STEEL BEAM
RE: PLAN WITH
2X RIPPED TOP
PLATE WITH
1/2"Q THRU-BOLT5
AT 2'-0" STAGGERED
AND SOLID WEB PACK
WITH 3/4"4 THRU-BOLTS
ROOF SHEATHING
RE: PLYk KEB
PLAN PACK EACH 51 DF
OF JOIST
ATE
BEVELED
PLATE
PLYWOOD WEB
PACK EACH 51PE
OF JOIST
12
4 1 1 1
ROOF JOISTS
RE: PLAN
5IMP50N L55U 7ROOFJO15T5
HANGER
5TEEL BEAM
RE: PLAN WITH 2X RIPPED 5IMP50N LS5U
TOP PLATE AND 1/2" THRU- HANGER
BOLTS AT 2'-0" 5TAG,&EREP
AND 50LID WEB PACK WITH
3/4"(P THRU-BOLTS AT W-O"
&ECTION .4
3/4" = I' -O"
S SCHE - e) w* ROOF 5HEATHIN6
E
Sp PIPE 2X T4&
-5
7 x
FPECKIN&
—4-
5EC:TICN 4-,4
BLOCKING PER
SHEAR WALL SCHEDULE
AND 5/8" PLYWOOD
NEB STIFFENER
EACH SIDE
2X4 WEB PACK EACH -
SIDE WITH (&)-e>d NAILS
TO WEB
"I L RE: ARCH.
el 5'-0" MAX.
1 1/4" RIM BOARD 505-
FASCIA (1 3/4" L.V.L.
"HERE INDICATED PLAN)
HITH M-160 NAILS TO
EACH 2X4
_10d NAILS AT b"
ROOF SHEATHING
F
< __j
ROOF JOIST RE: PLAN
5IMP50N H2.5 CLIP
AT EACH J015T
BEVELED SEARIN6 PLATE
5IMP5ON A55 CLIP PER
SHEAR HALL SCHEDULE
2X6 EXTERIOR WALL
WITH SHEATHING PER
SHEAR HALL SCHEDULE
ON
WITH (3)-hbd
L n
LLJ
ROOF- J015T
NAILS TO
Q0
1 1/2" CONCRETE
RE; PLAN
EACH 2X4
(D
0-)
0 0
TOPPING
VERSA-LAM BEAM
LADDER
<
U
BEVELED BEARINGS PLATE
RE: PLAN
RE. PLAN
RE: ARCH.
K
<
�51MF`50N
1 1/4" LVL
RE: PLAN
0
g - \
FLOOR \.w
A35 CLIP PER
Ln <
0
>
SHEAR WALL SCHEDULE
1 1/4" RIM BOARD
SUB - FASCIA (1 514" L,V.L,
SHEATHING
EXTERIOR WALL
C -7.L. BEAM AT 51MILAR
WHERE INDICATED PLAN)
2X BLOCKING
Uj
u
ry
WITH (3)-Ibd NAILS TO
PER SHEAR WALL
REVISIONS:
2X& EXTERIOR WALL
Permit Set: 4/11/07
SCHEDULE
7�
2-
RIM BOARD T 1
12
1 1/4" LVL RIMBOARP
ROOF SHEATHING
BLOCKING AND 5/8"
PL'rNOOr-> WEB STIFFENER
RE 1/5400
EACH 'SIDE
WORK POINT
2X4 WEB PACK EACH
FOP G.L.
SIDE WITH (W-5d NAILS
<
TO WEB B
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AT 2'-0" STAGGERED
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RE: PLYk KEB
PLAN PACK EACH 51 DF
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ATE
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OF JOIST
12
4 1 1 1
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RE: PLAN
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F
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AT EACH J015T
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WITH SHEATHING PER
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ON
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WHERE INDICATED PLAN)
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WITH 'SHEATHING
u
ry
WITH (3)-Ibd NAILS TO
PER SHEAR WALL
REVISIONS:
2X& EXTERIOR WALL
Permit Set: 4/11/07
SCHEDULE
6.TI`N
2-
3/4" = 1'-0"
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BLOCKING AND 5/8"
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WITH (3)-Ibd NAILS TO
0-)
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REVISIONS:
2X& EXTERIOR WALL
Permit Set: 4/11/07
EACH 2X4
4/4/07
Progress
WITH 5HEATHIN67 PER
SHEAR WALL SCHEDULE
eECTION
3.
0
lblv ��
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Permit Set: 4/11/07
95% CD:
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Progress
Set:
3/12/07
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PROJECT:
#7250
DRAWN BY: FRISCO
DATE:
4/11/07
REVISIONS:
Permit Set: 4/11/07
95% CD:
4/4/07
Progress
Set:
3/12/07
DETAILS
S400
RE- 5/520-2 FOR
STONE VENEER SUPPORT
ABOVE ROOF
�1
NO HD AT
—ED
-2 RE% PLAN FOR
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HOLES NOT PERMITTED
(SLOTTED HOLES ARE
T 51M
T 51M
SECTION)
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REs FOUNDATION PLAN
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HALL REINFORCEMENT
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3/4"
STON
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5EC.-T ION �.
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WITH 1/-2"4> X 5 5/8" EMBEDMENT
EXPANSION ANCHOR
AT 2'-0"
A -SIMPSON HDaA TO P4ALL
PLATES WITH - 7/5"(P X ro WW'
EMBEDMENT EPDXY
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- 3/4 " = I ,_ O '.
2X6 EXTERIOR WALL
WITH SHEATHING PER
SHEAR WALL SCHEDULE
INO SHEAR WALL
A T SIM.
2X6 EXTERIOR WALL
WITH SHEATHING
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AT 6" TO LVL
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q'-O" LONG RAFTER
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ROOF SHEATHING—
RE. ARCH,
ROOF JOIST REx PLAN
SIMPSON A35 CLIP PER
SHEAR WALL SCHEDULE
BEVELED BEARING PLATE
1 1/4"RIM BOARD
5UB-FASCIA (1 5/4" L.V.L.
"HERE INDICATED PLAN)
WITH M-166 NAILS TO
EACH LVL JOIST
&ECTION
k 3/4" _O..
ROOF 5HEATHINC:
RAKE FRAMING -
RE: PLAN
EXTERIOR WALL WITH
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INTERIOR BEARING AND
SHEAR WALL RE.- PLAN
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1 1/.2" CONCRETE
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- RE- PLAN
FLOOR -1015T REz PLAN
WITH SIMPSON U HANGER
(SKEWED)
DIAPHRAGM BOUNDARY
NAILING
1 1/4" RIM BOARD
BLOCKING WITH SIMPSON
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2X6 TREATED PLATE---/C
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DRAWN BY:
WITH 112"(P ANCHOR
ANCHOR
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DATE:
STEEL BEAM BEYOND
BOLT AT 2' -O"
RE: PLAN WITH 1/4" END
U.N.O. ON PLAN
95% CD:
PLATE AND I"Xe*"X4"
N
RE: FOUNDATION
3/12/07
STEEL BEARING PLATE
PLAN AND DETAI
WITH (2)-I/-2"4)XIO"
FOR WALL
ANCHOR BOLTS
r
REINFORCEMENT
4 1/2" DEEP BEAM
(2)-#5X4'-O"
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AT BEAM POCKET
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41
A
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REv ARCH.
t a
ON POCKET
3 IA-4"
&EC�TION 2
3/4" = V-O"
NO STEEL BEAM OR
POCKET AT SIM.
I I
"ECTION 3
5/4" = V-O" -2
A
PACK I-JOIST WEB
BOTH SIDES ENTIRE
LENGTH OF RAFTER
TAIL
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Monroe & Newell
Engineers, Inc.
P.O. Box 1597
70 Benchmark Road, Suite 204
Avon, Colorado
,,,)49 !1620
6
FAX rt) t
1701 W uk 1) Street, Suite 200
re=r' Colorado 80202
L3O3 62
2, _ _ r
FAX 1 6
Fmaik denvor@mon .
PO Box 295
619 Main Street, Suit. #7
Frisco, Co lorado 80443
FAX � (M)'11:176
970� 66. 3 1 "'9
A Email; frisco@monme-nowellcom
PROJECT:
#7250
DRAWN BY:
FRISCO
DATE:
5/30/07
REVISIONS:
Permit Set:
4/11/07
95% CD:
4/4/07
Progress Set:
3/12/07
A Foundation
Corners: 5/30/07
CD Set 6/25/07
REVISION 3 10/23/07
5401
LO
L0
0
0
o.
r.
T RA CT w
w
VAILAIONSHE THIR t
FOUND PIN & CAP
ELEV. = 8101.9'
N8 1-46 _ 121.9
FOUND PIN & CAP
ELEV. = 8089.6'
--I 1 0.0'
SE WER
w
SEAR _�
r
LOT 8
I �
C
O
0
p
CN
C)
V)
WOOD
FENCE
..,.....+•� UTlll�'Y E ,,,,,.._ ---°' � SEWER
SEWER
S EWER -
`SEWER MANHOLE 0280 LOT 7
SEW RIM ELEV. = 8101.4' 0.424 ACRES
INV. ELEV. = 8093.4' 745 FOREST ROAD
3.0'
ROOF ELEV. 3.0'
A F' ari
18.3'
R OOF ELE'
= 8136.3'
E
ROOF ELEV.
= 8148.5'
INDICATES A
CONCRETE WALL
LOWER GARAGE SLAB
*ELEV. = 8112.0' "y
N
UPPER GARAGE SLAB
*ELEV. = 8123.2'
M
N
�i
16.2'
OUTLINE OF
DUPLEX FOUNDATION
SEWER MANHOLE
RIM ELEV. = 8108.8'
� SEWER �
SEWER I
(0
GRAPHIC SCALE
20 0 10 20 40
1
( IN FEET )
1 inch = 20 ft.
C7
o LOT 8
N
Q
0
if• a:
80
1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE
MONUMENTS FOUND MARKING THE NORTHWESTERLY CORNER OF LOT 7 AND
THE NORTHEASTERLY CORNER OF LOT 7.
2) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN
HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY,
3) 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. W 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.
4) LOT 7 WAS UNDER CONSTRUCTION AT TIME OF FIELD LOCATIONS; OTHER
FEATURES MAY EXIST WHICH ARE NOT SHOWN HEREON.
588 "E --- 120.00'
FOREST ROAD ( R.O. W )
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS
PREPARED FOR R.A. NELSON & ASSOCAIATES, THAT IT IS NOT A LAND
SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE
ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT
LINES.
I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED
PARCEL ON THIS DATE, 2/12/2008, 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, 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.
ELEC. METER /TRANS. Q PEDESTAL (CATV)
FIRE HYDRANT Wv
(} VALVE (WATER) F
Q MANHOLE (ELECTRIC) SQ MANHOLE (SEWER) ��.•
• ` H. ,
BUILDING /FOUNDATION
PROPERTY LINE
PROPERTY LINE (ADJOINING)
C OLORADO .�•
•
a
a
I
I
oco
10 10
Ln co �C?
cr
o 8 ;�'
C° c o
c 2 °'
ROOF ELEV.
= 8142.9'
2.7'
Cm
V.)
L4
9 Ca
Lu
IBM Ll-
WNW
I AV
MA
�
o
Q
4
4
h
W
W
,
O
O
U
a
4
i
i
i
a
a
ROOF ELEV.
= 8142.9'
2.7'
Cm
V.)
L4
9 Ca
Lu
IBM Ll-
WNW
I AV
MA
�
o
Q
4
4
h
W
W
O
O
U
ROOF ELEV.
= 8142.9'
2.7'
Cm
V.)
L4
9 Ca
Lu
IBM Ll-
WNW
I AV
MA