HomeMy WebLinkAboutPLANS Rooftop Deck 1701 North Lake Ave 2019-12-02CONTRACTORS RESPONSIBILITIES
1. OWNER & BUILDER TO PROVIDE & INSTALL ALL ELEMENTS OF THE BUILDING
PER MANUFACTURER'S SPECIFICATIONS & REQUIREMENTS.
2. ELECTRICAL & PLUMBING TO CONFORM TO THEIR CURRENT RESPECTIVE
CODES ADOPTED BY ANY AND ALL GOVERNING AGENCIES HAVING
JURISDICTION OVER THIS PROJECT.
3. ARCHITECTURAL DETAILS THAT SHOW OR INDICATE STRUCTURAL SYSTEMS
AND/OR COMPONENTS ARE FOR GENERAL REFERENCE ONLY. REFER TO
STRUCTURAL DRAWINGS FOR SYSTEM SPECIFICATIONS, DESIGN, LAYOUT,
ETC... RELATED TO THEIR TRADE.
4. THE CONTRACTOR SHALL VERIFY THAT THE BUILDING CODE
REQUIREMENTS, AS ADOPTED BY THE LOCAL MUNICIPALITY, HAVE BEEN
MET. ALL WORK CONTAINED WITHIN THESE DOCUMENTS SHALL CONFORM
TO ALL CODES, REGULATIONS, ORDINANCES, LAWS, PERMITS & CONTRACT
DOCUMENTS WHICH APPLY.
5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS,
INSPECTIONS, LICENSES AND APPROVALS ASSOCIATED WITH THIS PROJECT.
6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EQUIPMENT SIZES
AND LOCATIONS WITH PLUMBING, ELECTRICAL AND UTILITY COMPANIES.
7. THE CONTRACTOR MUST VERIFY THE BUILDING LAYOUT WITH THE
SURVEYOR PRIOR TO EXCAVATING THE FOUNDATIONS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW
CONSTRUCTION ON THE SITE.
8. THE CONTRACTOR MUST VERIFY THAT ALL DOORS, WALLS AND CEILINGS
BETWEEN THE EXISTING BUILDING & THE NEW ROOF TOP DECK / COVERED
ENTRY WITH POSSIBLE UPPER ROOF CANOPY MEET ALL FIRE AND SAFETY
CODES AND REGULATIONS.
9. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL
EXISTING AND FINISH GRADES ON SITE.
10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
11. THE CONTRACTOR AND THEIR SUBCONTRACTORS ARE RESPONSIBLE FOR
COMPLETING ALL THE WORK WITHIN THESE DOCUMENTS, UNLESS NOTED
OTHERWISE.
12. CONTRACTOR TO PROVIDE ALL NECESSARY BLOCKING, BACKING AND
FRAMING FOR LIGHT FIXTURES, ELECTRICAL UNITS, AC EQUIPMENT,
RECESSED ITEMS AND ALL OTHER ITEMS AS REQUIRED.
13. ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND
PROTECTED TO PREVENT DAMAGE AND DETERIORATION.
14. PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODES TO ALL
CONCEALED SPACES, VOIDS, ATTICS, ETC… VERIFY TYPE REQUIRED WITH
ARCHITECT PRIOR TO INSTALLATION.
15. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE
SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN
REVIEWED BY THE ARCHITECT AND/OR ENGINEER. ALL SUCH PORTIONS OF
THE WORK SHALL BE INSTALLED IN ACCORDANCE WITH REVIEWED SHOP
DRAWINGS AND SAMPLES.
16. THE CONTRACTOR SHALL CONFINE THEIR OPERATIONS ON THE SITE TO THE
AREAS PERMITTED BY THESE DOCUMENTS AND THE OWNER.
17. MOISTURE IS THE PREVALENT CAUSE OF MOLD GROWTH. GENERAL
CONTRACTOR AND SUBCONTRACTORS ARE TO BE PROACTIVE IN THE
MITIGATION OF MOISTURE DURING CONSTRUCTION.
STRUCTURAL CHANGES
1. ANY CHANGES IN THE FIELD TO THE STRUCTURAL PLANS SHALL RELIEVE
THE ARCHITECT AND STRUCTURAL ENGINEER FROM ANY CONSEQUENCES
WHICH MAY ARISE.
DISCREPANCIES
1. ANY DISCREPANCIES IN THE FIELD TO THE STRUCTURAL PLANS SHALL BE
REPORTED TO THE ARCHITECT IMMEDIATELY. ANY FAILURE TO REPORT
DISCREPANCIES SHALL RELIEVE THE ARCHITECT OF ANY CONSEQUENCES
WHICH MAY ARISE.
ELECTRICAL
1. THE ELECTRICAL SYSTEMS ARE DESIGN-BUILD.
MECHANICAL
1. THE PLUMBING SYSTEMS ARE DESIGN-BUILD.
2. ALL PLUMBING SYSTEMS TO BE DESIGNED & INSTALLED PER ALL
APPLICABLE GOVERNING CODES.
3. ALL PLUMBING SYSTEMS TO BE COORDINATED WITH RELATED AND
ADJACENT TRADES BOTH IN DESIGN & INSTALLATION.
NOTE: THIS IS A BUILDERS SET OF
DRAWINGS. OWNER AND BUILDER TO
PROVIDE AND INSTALL ALL ELEMENTS OF
THE BUILDING PER MANUFACTURER'S
SPECIFICATIONS & REQUIREMENTS.
BUILDERS SET OF PLANS
PROJECT SITE
Sheet Number
Sheet Title
Project Phase
Job Number:
Date:
Drawn By:
Checked By:
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NOTICE: DUTY OF COOPERATION
Release of these plans contemplates further
cooperation among the owner, his contractor and the
architect. Design and construction are complex.
Although the architect and his consultants have
performed their services with due care and diligence,
they cannot guarantee perfection. Communication is
imperfect and every contingency cannot be anticipated.
Any ambiguity or discrepancy discovered by the use of
these plans shall be reported immediately to the
architect. Failure to notify the architect compounds
misunderstanding and increases construction costs. A
failure to cooperate by a simple notice to the architect
shall relieve the architect from responsibility for the
consequences. Changes made from the plans without
consent of the architect are unauthorized and shall
relieve the architect of responsibility for all
consequences arriving out of such changes.
All design, documents and data prepared by Eric
Smith Associates, P.C. as instruments of service
shall remain property of Eric Smith Associates, P.C.
and shall not be copied, changed or disclosed in any
form whatsoever without first obtaining the express
written consent of Eric Smith Associates, P.C.
Eric Smith Associates, P.C.c
REVISIONS
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A001
PROJECT COVER SHEET
T.J.
J.M.
2019-12-23
19008
BUILDING PERMIT
17
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PROJECT INFORMATIONBUILDERS NOTE
VICINITY MAP
PROJECT TEAM
A001 PROJECT COVER SHEET
A110 FLOOR PLAN & ELEVATIONS (EXISTING)
A120 FLOOR PLAN & ELEVATIONS PROPOSED
A130 REFLECTED CEILING PLAN
A300 BUILDING SECTIONS
SN100 GENERAL STRUCTURAL NOTES
S100 FOUNDATION PLAN AND DETAILS
S200 DECK FRAMING PLAN AND DETAILS
S300 ROOF FRAMING PLAN AND DETAILS
SHEET INDEX
STRUCTURAL:
SURVEYOR:
GENERAL CONTRACTOR:
ARCHITECT:
ERIC SMITH ASSOCIATES, P.C.
1919 7TH STREET
BOULDER, CO 80302
303-442-5458
303-442-4745 FAX
PROJECT ARCHITECT: TOM JARMON
EMAIL: Tom@esapc.com
NOT TO SCALE
NORTH
AREA:
BUILDING PERMIT SET FOR:
ROCKY MOUNTAIN HOTEL
NEW ROOFTOP DECK /
COVERED ENTRY WITH
POSSIBLE UPPER ROOF CANOPY
APPLICABLE CODES:
• 2015 IBC(INTERNATIONAL BUILDING CODE)
• 2015 IMC (INTERNATIONAL MECHANICAL CODE)
• 2015 IPC (INTERNATIONAL PLUMBING CODE)
• 2015 IFGC (INTERVENTIONAL FUEL GAS CODE)
• 2015 IECC (INTERNATIONAL ENERGY CONSERVATION CODE)
• 2015 NEC (NATIONAL ELECTRICAL CODE), VERIFY
ZONING DISTRICT:ACCOMMODATIONS (A)
ROOF TOP DECK: +/-1,418 SF
ACCESSIBILITY:
PROVIDE ACCESSIBLE ACCESS WITH LOW
PROFILE THRESHOLD TO NEW ROOFTOP DECK/
COVERED ENTRY FROM EXISTING BUILDING 2ND
LEVEL @ NEW STOREFRONT DOOR.
FENESTRATION SCHEDULE
CLIMATE ZONE: 5B
NEW STOREFRONT
DOORS
2015 IECC MIN.
VALUES PROVIDED
U=0.77 U=0.77
OR BETTER
NOTE:
NEW 2ND LEVEL STOREFRONT DOORS TO MEET
2015 IECC SHGC DEPENDING ON ROOF
OVERHANG OF POSSIBLE UPPER ROOF CANOPY.
Advanced Hospitality Management LLC.
Kumar Merchant, Principal
6860 S Yosemite Ct #1404
Centennial, Co 80112.
Phone: 720-357-7960
E-mail:
kumar@advancedhospitalitymanagement.com
VAN HORN ENGINEERING & SURVEYING
LONNIE SHELDON
TIM NEARY
1043 FISH CREEK ROAD
ESTES PARK, CO 80517
OFFICE:(970) 586-9388
lonnie@vanhornengineering.com
tim@vanhornengineering.com
CODE ANALYSIS:
R-1 BUILDING OCCUPANCY FOR THE HOTEL.
TYPE IIIB NEW CANOPY CONSTRUCTION WITH
HEAVY TIMBER AT THE UPPER CANOPY ROOF.
A-3 OCCUPANCY AT THE NEW CANOPY WITH 1,418
NET SF WHICH DIVIDED BY 15 NET SF PER
OCCUPANT = 94.5 OCCUPANTS.
THE NEW CANOPY 2ND EXIT IS PROVIDED WITH
THE NEW EXTERIOR STAIR AT THE SOUTH END.
1701 NORTH LAKE AVE
ESTES PARK COLORADO 80517
LEGAL DESCRIPTION:
LOT 2 NORTH LAKE SUBDIVISION EP
OWNER:
ASTRA ENGINEERING INC.
MYRON L. JACOBSON, PE
7887 E. BELLEVIEW AVENUE, SUITE
1100
ENGLEWOOD, CO 80111
PHONE: (720) 767-4567
myron.astra@gmail.com
GREER CONSTRUCTION, INC.
BEN GREER, PRESIDENT
LEED AP
620 S. 44TH ST.
BOULDER, CO 80305
PHONE: 303-775-7974
ben@greer-construction.com
GENERAL NOTE
1. GENERAL CONTRACTOR TO VERIFY EXISTING HOTEL
BUILDING 2ND LEVEL ELEVATION TO COORDINATE THE
FINISHED ELEVATION OF THE NEW CONCRETE ROOFTOP
DECK ADA ACCESSIBILITY ACCESS ONTO THE NEW
ROOFTOP DECK SURFACE AT THE NEW HOTEL 2ND LEVEL
ROOFTOP DECK ACCESS DOOR LOW PROFILE ADA
ACCESSIBLE THRESHOLD.ALL BUILDING AND STEEL
ELEVATIONS TO DEVELOP FROM THIS RELATIONSHIP FROM
THE EXISTING 2ND FLOOR HOTEL FLOOR TO THE NEW
ROOFTOP DECK.
2. PROVIDE STUCCO REPAIR/PATCH AS REQUIRED AT ALL
NEW AND EXISTING LOCATIONS AS REQUIRED.
SCOPE OF WORK
SCOPE OF WORK TO INCLUDE
1. NEW ROOF TOP DECK / COVERED ENTRY WITH EXTERIOR
STAIRS.
2. AND NEW STOREFRONT DOORS FROM EXISTING HOTEL
SECOND LEVEL .
3. NEW UPPER LEVEL CANOPY WITH POSSIBLE SOLAR PANELS
TO POSSIBLY OCCUR DEPENDING ON COSTS.
SPECIFIC DRAWING NOTES:
1. NEW ROOFTOP DECK/COVERED ROOF AND POSSIBLE NEW
UPPER ROOF CANOPY TO NOT ATTACH TO THE EXISTING
BUILDING PER STRUCTURAL LOADING AND DIFFERENTIAL
MOVEMENT RELATED.PROVIDE EMSEAL OR EQUIVALENT
PERMANENTLY ELASTIC WEATHERTIGHT CONTINUOUS
EXPANSION JOINT INCLUDING ALL PRECOMPRESSED SEALANTS
FOR THE NEW CONSTRUCTION/EXISTING BUILDING
INTERSECTION JOINTS WITH THE NEW ROOFTOP
DECK/COVERED ENTRY AND SURROUNDING GUARDRAIL WALLS
PLUS THE POSSIBLE NEW CURVED UPPER ROOF.
2. NEW TEXTURED AND PAINTED 5/8”TYPE "X" DRYWALL ROOFTOP
DECK/COVERED ENTRY SOFFIT WITH NEW RECEDED LIGHTING.
3. NEW, TOP LEVEL SOLID LOW WALL GUARDRAILING SURROUND
AT NEW ROOFTOP DECK 42”HIGH MINIMUM ABOVE FINISHED
ROOFTOP DECK.
4. NEW STEEL STUD SOLID GUARDRAIL FOR NEW ROOFTOP DECK
WITH 5/8”APA SHEATHING AND STUCCO SYSTEM SIMILAR TO
EXISTING BUILDING STUCCO.PROVIDE SLOPED METAL CAP AT
TOP OF WALL ATTACHED TO THE TOP SIDES OF THE NEW
GUARDRAILING WALL, TYPICAL.
5. PROVIDE GHOSTSHIELD WEAR-TEK 4400 URETHANE CONCRETE
COATING (855-573-8383) OR EQUIVALENT OVER
CONCRETE.INSTALL PER MANUFACTURER’S INSTRUCTIONS
AND SPECIFICATIONS.CLEAR FINISH, VERIFY WITH OWNER.
6. PAINTED EXTENDED STEEL ANGLE.
7. PROVIDE LONG LIFE WATERPROOF SEALANT AT INTERSECTION
OF STEEL ANGLE AND CONCRETE.
8. 5/8”GYPSUM BOARD OVER HAT CHANNEL BELOW BOTTOM OF
BAR JOISTS.
9. STUCCO SYSTEM OVER ATTACHED 5/8”APA
SHEATHING.INSTALL STUCCO SYSTEM PER MANUFACTURER’S
INSTRUCTIONS AND SPECIFICATIONS.
10. SLOPED PREFINISHED METAL CAP OVER TAPERED BLOCKING
ATTACHED AT SIDES.
11. PROVIDE RECESSED DRIP, TYPICAL.
12. SLOPED CONCRETE WITH BROOM FINISH.VERIFY CONCRETE
FINISH WITH OWNER.
No. Description Date
1
1
AA
2
2
13' - 0"13' - 0"
8'
-
0
"
40
'
-
0
"
BB1'
-
4
"
DD
3'
-
2
"
3'
-
6
"
3' - 6"3' - 6"
26' - 0"
2'
-
8
"
CC
7,544.92'7,544.92'
0'2'4'8'12'
SCALE: 1/8" = 1'-0"
1
1
AA
2
2
BB
DD
CC
1ST LEVEL
100' -0"
2ND LEVEL
112' -9 5/8"
TOP of ROOF
125' -8 3/8"
1 2
SOFFIT
110' -3"
12
'
-
1
0
3
/
4
"
12
'
-
9
5
/
8
"
A B DC
+/- 82' - 0"
50' - 0"
Sheet Number
Sheet Title
Project Phase
Job Number:
Date:
Drawn By:
Checked By:
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3
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4
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4
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NOTICE: DUTY OF COOPERATION
Release of these plans contemplates further
cooperation among the owner, his contractor and the
architect. Design and construction are complex.
Although the architect and his consultants have
performed their services with due care and diligence,
they cannot guarantee perfection. Communication is
imperfect and every contingency cannot be anticipated.
Any ambiguity or discrepancy discovered by the use of
these plans shall be reported immediately to the
architect. Failure to notify the architect compounds
misunderstanding and increases construction costs. A
failure to cooperate by a simple notice to the architect
shall relieve the architect from responsibility for the
consequences. Changes made from the plans without
consent of the architect are unauthorized and shall
relieve the architect of responsibility for all
consequences arriving out of such changes.
All design, documents and data prepared by Eric
Smith Associates, P.C. as instruments of service
shall remain property of Eric Smith Associates, P.C.
and shall not be copied, changed or disclosed in any
form whatsoever without first obtaining the express
written consent of Eric Smith Associates, P.C.
Eric Smith Associates, P.C.c
REVISIONS
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FLOOR PLAN &
ELEVATIONS (EXISTING)
T.J.
J.M.
2019-12-23
19008
BUILDING PERMIT
17
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1/8" = 1'-0"A110
1 1ST LEVEL EXSITING PLAN
1/8" = 1'-0"A110
2 2ND LEVEL EXSITING ROOF PLAN
1/8" = 1'-0"A110
3 FRONT ELEVATION (EXSITING)
1/8" = 1'-0"A110
4 SIDE ELEVATION (EXSITING)
1" = 80'-0"
GOOGLE MAP SITE PLAN
No. Description Date
1
1
AA
2
2
BB
DD
CC
1
A300
1
A300
26' - 0"
2
A300 5'
-
0
"
4'
-
4
1
/
2
"
37
'
-
0
"
3'
-
0
"
CONCRETE PAD
SEE STRUCT.
HEATED
DOWNSPOUT
HEATED
DOWNSPOUT
3' - 2 1/2"
7
1
/
2
"
8"
1' - 6"
STEEL TUBE
COLUMN
1'
-
9
1
/
2
"
EXISTING CANOPY
ROOF LINE
PROPOSED NEW
COLUMN BASE
(CLOSEST SPOT
TO PROPERTY
LINE)
EX
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8
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PR
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8
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1
1
AA
2
2
BB
DD
CC
1
A300
DECK AREA +/-1,418 SF
1/
8
"
/
1
2
"
1/
8
"
/
1
2
"
2
A300
2
A300
DECK
4
A300
TRENCH DRAIN
STEEL COLUMN ON
RAISED CONCRETE
SLAB
STEEL COLUMN ON
RAISED CONCRETE
SLAB
22' - 0"22' - 0"13' - 0"13' - 0"
3' - 6"26' - 0"3' - 6"
8'
-
0
"
37
'
-
0
"
3'
-
0
"
10' - 0"
8' - 0"6' - 0"
A
A300
1ST LEVEL
100' -0"
2ND LEVEL
112' -9 5/8"
TOP of ROOF
125' -8 3/8"
1 2
SOFFIT
110' -3"
1
A300
6'
-
8
7
/
8
"
12
'
-
1
0
3
/
4
"
12
'
-
9
5
/
8
"
26' - 0"
5' - 10"5' - 10"
7,541.56'
7,543.5'
7,542.53'
30
'
-
0
"
AVERAGE POINT
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2
A300
4
A300
5' - 10"
A
A300
1
1
AA
2
2
BB
DD
CC
1
A300
2
A300
4' - 0"26' - 0"4' - 0"
47
'
-
1
0
"
8'
-
0
"
37
'
-
0
"
3'
-
0
"
26' - 0"
48
'
-
0
"
4
A300
8'
-
0
"
11
"
/
1
2
"
11
"
/
1
2
"
8" / 12"
8"
/
1
2
"
8"
/
1
2
"
8" / 12"
A
A300
0'2'4'8'12'
SCALE: 1/8" = 1'-0"
Sheet Number
Sheet Title
Project Phase
Job Number:
Date:
Drawn By:
Checked By:
ER
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S
M
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19
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8
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(3
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4
4
2
-54
5
8
,
(
3
0
3
)
4
4
2
-47
4
5
F
A
X
NOTICE: DUTY OF COOPERATION
Release of these plans contemplates further
cooperation among the owner, his contractor and the
architect. Design and construction are complex.
Although the architect and his consultants have
performed their services with due care and diligence,
they cannot guarantee perfection. Communication is
imperfect and every contingency cannot be anticipated.
Any ambiguity or discrepancy discovered by the use of
these plans shall be reported immediately to the
architect. Failure to notify the architect compounds
misunderstanding and increases construction costs. A
failure to cooperate by a simple notice to the architect
shall relieve the architect from responsibility for the
consequences. Changes made from the plans without
consent of the architect are unauthorized and shall
relieve the architect of responsibility for all
consequences arriving out of such changes.
All design, documents and data prepared by Eric
Smith Associates, P.C. as instruments of service
shall remain property of Eric Smith Associates, P.C.
and shall not be copied, changed or disclosed in any
form whatsoever without first obtaining the express
written consent of Eric Smith Associates, P.C.
Eric Smith Associates, P.C.c
REVISIONS
DA
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12
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2
3
/
2
0
1
9
5
:
1
8
:
1
5
P
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A120
FLOOR PLAN &
ELEVATIONS PROPOSED
T.J.
J.M.
2019-12-23
19008
BUILDING PERMIT
17
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1/8" = 1'-0"A120
1 1ST LEVEL PROPOSED PLAN
1/8" = 1'-0"A120
2 2ND LEVEL PROPOSED PLAN
1/8" = 1'-0"A120
3 FRONT ELEVATION (PROPOSED)
1/8" = 1'-0"A120
4 SIDE ELEVATION (PROPOSED)
1/8" = 1'-0"A120
6 ROOF PLAN
No. Description Date
NOTE: THIS IS A BUILDERS SET OF
DRAWINGS. OWNER AND BUILDER TO
PROVIDE AND INSTALL ALL ELEMENTS OF
THE BUILDING PER MANUFACTURER'S
SPECIFICATIONS & REQUIREMENTS.
BUILDERS SET OF PLANS
1
1
AA
2
2
BB
DD
CC
1
A300
2
A300
2
A300
4
A300
5'
-
0
"
16
'
-
0
"
16
'
-
0
"
RECESSED LIGHTING
FIXTURES
A
A300
A
A300
5/8" TYPE "X" GYPSUM
SHEATHING DROPPED
SOFFIT.
5/8" TYPE "X" GYPSUM
SHEATHING DROPPED
SOFFIT.
1
1
AA
2
2
BB
DD
CC
1
A300
2
A300
2
A300
4
A300
EQ
EQ
10' - 0"10' - 0"1'
-
1
0
"
1'
-
1
0
"
8'
-
0
"
37
'
-
0
"
3'
-
0
"
8'
-
0
"
8'
-
0
"
8'
-
0
"
8'
-
0
"
8'
-
0
"
7'
-
4
"
8"
4' - 0"26' - 0"4' - 0"
34' - 0"
0'2'4'8'12'
SCALE: 1/8" = 1'-0"
Sheet Number
Sheet Title
Project Phase
Job Number:
Date:
Drawn By:
Checked By:
ER
I
C
S
M
I
T
H
A
S
S
O
C
I
A
T
E
S
,
P
.
C
.
19
1
9
S
E
V
E
N
T
H
S
T
R
E
E
T
BO
U
L
D
E
R
,
C
O
L
O
R
A
D
O
,
8
0
3
0
2
(3
0
3
)
4
4
2
-54
5
8
,
(
3
0
3
)
4
4
2
-47
4
5
F
A
X
NOTICE: DUTY OF COOPERATION
Release of these plans contemplates further
cooperation among the owner, his contractor and the
architect. Design and construction are complex.
Although the architect and his consultants have
performed their services with due care and diligence,
they cannot guarantee perfection. Communication is
imperfect and every contingency cannot be anticipated.
Any ambiguity or discrepancy discovered by the use of
these plans shall be reported immediately to the
architect. Failure to notify the architect compounds
misunderstanding and increases construction costs. A
failure to cooperate by a simple notice to the architect
shall relieve the architect from responsibility for the
consequences. Changes made from the plans without
consent of the architect are unauthorized and shall
relieve the architect of responsibility for all
consequences arriving out of such changes.
All design, documents and data prepared by Eric
Smith Associates, P.C. as instruments of service
shall remain property of Eric Smith Associates, P.C.
and shall not be copied, changed or disclosed in any
form whatsoever without first obtaining the express
written consent of Eric Smith Associates, P.C.
Eric Smith Associates, P.C.c
REVISIONS
DA
T
E
:
12
/
2
3
/
2
0
1
9
5
:
1
8
:
1
8
P
M
A130
REFLECTED CEILING PLAN
T.J.
J.M.
2019-12-23
19008
BUILDING PERMIT
17
0
1
N
L
A
K
E
A
V
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
RO
C
K
Y
M
O
U
N
T
A
I
N
H
O
T
E
L
RE
M
O
D
E
L
BU
I
L
D
I
N
G
P
E
R
M
I
T
20
1
9
-
1
2
-
2
3
1/8" = 1'-0"A130
1 1ST LEVEL REFLECTED CEILING PLAN
1/8" = 1'-0"A130
2 2ND LEVEL REFLECTED CEILING PLAN
No. Description Date
0'2'4'8'12'
SCALE: 1/4" = 1'-0"
1ST LEVEL
100' -0"
2ND LEVEL
112' -9 5/8"
TOP of ROOF
125' -8 3/8"
ABD
SOFFIT
110' -3"
C
5
1
/
2
"
1/8" / 12"
2
A300
TRENCH DRAIN
NEW SLOPED ROOF
DECK TO TRENCH DRAIN
NEW COLUMN
NEW SLOPED ROOF
DECK TO ALIGN WITH
EXISTING INTERIOR 2ND
FLOOR LEVEL
8' - 0"
4
A300
7,544.92'
7' - 4"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"
10 5/8"
11 3/8"
1' - 6"
6 5/8"
5'
-
6
"
1/8" / 12"
MA
X
NEW ROOFTOP DECK/COVERED ROOF AND POSSIBLE NEW UPPER ROOF
CANOPY TO NOT ATTACH TO THE EXISTING BUILDING PER STRUCTURAL
LOADING AND DIFFERENTIAL MOVEMENT RELATED.PROVIDE EMSEAL OR
EQUIVALENT PERMANENTLY ELASTIC WEATHERTIGHT CONTINUOUS
EXPANSION JOINT INCLUDING ALL PRECOMPRESSED SEALANTS FOR THE NEW
CONSTRUCTION/EXISTING BUILDING INTERSECTION JOINTS WITH THE NEW
ROOFTOP DECK/COVERED ENTRY AND SURROUNDING GUARDRAIL WALLS
PLUS THE POSSIBLE NEW CURVED UPPER ROOF.
NEW STEEL BEAM
30
'
-
0
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
L
I
M
I
T
A
T
I
O
N
5/8" TYPE "X" GYPSUM
SHEATHING DROPPED SOFFIT.
5/8" TYPE "X" GYPSUM SHEATHING
SOFFIT. PROVIDE TEXTURE FINISH &
PAINT, REVIEW & VERIFY WITH OWNER
FOR FINISHES & COLOR
DROPPED SOFFIT.
PROVIDE WATERTIGHT EXPANSION JOINT
BETWEEN NEW ROOF DECK & EXISTING
BUILDING WALL, TYPICAL. PROVIDE
EXTENDED THRESHOLD @ NEW
EXTERIOR STOREFRONT DOOR TO
COVER WATER TIGHT EXPANSION JOINT.
PROVIDE STEEL STUDS WALLS / FURRING
FOR 5/8" TYPE "X" SHEATHING SOFFIT.
PROVIDE STEEL STUDS
WALLS / FURRING FOR 5/8"
TYPE "X" SHEATHING
SOFFIT.
PROVIDE 5/8" APA
SHEATHING OVER NEW
ANGLED STEEL BRACING &
SIDES. PROVIDE NEW
ROOFING SYSTEM
COMPATIBLE / SIMILAR TO
EXISTING ROOFING.
PROVIDE CONT. PREFINISHED
METAL FLASHING & SEALANT
AS REQUIRED.
PROVIDE WATERTIGHT
EXPANSION JOINT TO
ACCOMADATE MOVEMENT
BETWEEN EXISTING BUILDING
WALL & NEW ROOF.
1ST LEVEL
100' -0"
2ND LEVEL
112' -9 5/8"
TOP of ROOF
125' -8 3/8"
1 2
SOFFIT
110' -3"
1
A300
26' - 0"
7,543.5'
1"
3' - 6"
4' - 0"
4' - 0"
3' - 6"
26' - 0"
13' - 0"13' - 0"
1'
-
6
"
6
7
/
8
"
3
7
/
8
"
M
A
X
.
8'
-
1
"
5
1
/
2
"
3
2
'
-
8
"
3
4
'
-
0
1
/
2
"
11"
POSSIBLE SOLAR PANEL
EPDM ROOF SYSTEM
ON 3X6 T&G WOOD ROOF
DECKING
GLULAM BLOCKING SEE
STRUCT.
STEEL BEAM
11"
3'
-
0
"
3'
-
6
"
42" HEIGHT GUARD RAIL
36" HEIGHT 1 1/2" STEEL
TUBE HANDRAIL
PROVIDE CONTINUOUS
HANDRAIL AT EACH SIDE
OF THE STAIR.
HANDRAIL EXTENSION 11"
AT BOTTOM. 12" AT TOP
OF THE STAIRS.
MAXIMUM SPACING
BETWEEN VERTICAL
STAIR BALUSTERS
TO BE 3 7/8" .
2ND LEVEL
112' -9 5/8"
SOFFIT
110' -3"
8"
SLOPED PREFINISHED METAL CAP
OVER FIRE TREATED TAPERED
BLOCKING ATTACHED AT SIDES
STUCCO SYSTEM ATTACHED OVER 5/8"
APA SHEATHING. INSTALL STUCCO
SYSTEM PER MANUFACTURER’S
INSTRUCTIONS AND SPECIFICATIONS.
PROVIDE RECESSED
DRIP. TYPICAL
NEW TEXTURED AND PAINTED 5/8”
DRYWALL ROOFTOP
DECK/COVERED ENTRY SOFFIT
WITH NEW RECEDED LIGHTING.
3
1
/
2
"
SLOPED CONCRETE WITH
BROOM FINISH. VERIFY
CONCRETE FINISH WITH OWNER
PROVIDE GHOSTSHIELD WEAR-TEK
4400 URETHANE CONCRETE COATING
(855-573-8383) OR EQUIVALENT OVER
CONCRETE. INSTALL PER
MANUFACTURER’S INSTRUCTIONS
AND SPECIFICATIONS. CLEAR FINISH,
VERIFY WITH OWNER.
PROVIDE LONG LIFE WATERPROOF
SEALANT AT INTERSECTION OF
STEEL ANGLE AND CONCRETE.
NEW, TOP LEVEL SOLID LOW
WALL GUARDRAIL SURROUND
AT NEW ROOFTOP DECK 42”
HIGH MINIMUM ABOVE
FINISHED ROOFTOP DECK.
PAINTED EXTENDED STEEL
ANGLE.
5/8” GYPSUM BOARD OVER HAT
CHANNEL BELOW BOTTOM OF
BAR JOISTS.
SLOPE.
2ND LEVEL
112' -9 5/8"
1
1
A300
8"
13' - 0"
8'
-
0
1
/
8
"
3' - 6"
+/
-
9
'
-
0
"
+/- 10' - 0"
EXISTING WINDOW OPENING
EXISTING WINDOW
HEADER HEIGHT
7'
-
0
"
6' - 0"(2) 3'-0" DOORS
A300
A
Sim EQ EQ
PROVIDE NEW WATER
TIGHT FIXED
STOREFRONT GLASS
FRAME SILL AT EXISTING
BUILDING WINDOW SILL
AT EACH SIDE OF THE
DOOR.
Sheet Number
Sheet Title
Project Phase
Job Number:
Date:
Drawn By:
Checked By:
ER
I
C
S
M
I
T
H
A
S
S
O
C
I
A
T
E
S
,
P
.
C
.
19
1
9
S
E
V
E
N
T
H
S
T
R
E
E
T
BO
U
L
D
E
R
,
C
O
L
O
R
A
D
O
,
8
0
3
0
2
(3
0
3
)
4
4
2
-54
5
8
,
(
3
0
3
)
4
4
2
-47
4
5
F
A
X
NOTICE: DUTY OF COOPERATION
Release of these plans contemplates further
cooperation among the owner, his contractor and the
architect. Design and construction are complex.
Although the architect and his consultants have
performed their services with due care and diligence,
they cannot guarantee perfection. Communication is
imperfect and every contingency cannot be anticipated.
Any ambiguity or discrepancy discovered by the use of
these plans shall be reported immediately to the
architect. Failure to notify the architect compounds
misunderstanding and increases construction costs. A
failure to cooperate by a simple notice to the architect
shall relieve the architect from responsibility for the
consequences. Changes made from the plans without
consent of the architect are unauthorized and shall
relieve the architect of responsibility for all
consequences arriving out of such changes.
All design, documents and data prepared by Eric
Smith Associates, P.C. as instruments of service
shall remain property of Eric Smith Associates, P.C.
and shall not be copied, changed or disclosed in any
form whatsoever without first obtaining the express
written consent of Eric Smith Associates, P.C.
Eric Smith Associates, P.C.c
REVISIONS
DA
T
E
:
12
/
2
3
/
2
0
1
9
5
:
1
8
:
2
0
P
M
A300
BUILDING SECTIONS
T.J.
J.M.
2019-12-23
19008
BUILDING PERMIT
17
0
1
N
L
A
K
E
A
V
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
RO
C
K
Y
M
O
U
N
T
A
I
N
H
O
T
E
L
RE
M
O
D
E
L
BU
I
L
D
I
N
G
P
E
R
M
I
T
20
1
9
-
1
2
-
2
3
1/4" = 1'-0"A300
1 PROPOSED SECTION 1
1/4" = 1'-0"A300
2 STAIR SECTION
1 1/2" = 1'-0"A300
A WALL SECTION A
1/4" = 1'-0"A300
4 STOREFRONT DOORS
No. Description Date
STRUCTURAL STEEL NOTES:CONCRETE NOTES AND SPECIFICATIONS:
SEISMIC DESIGN DATA TABLE:
GENERAL STRUCTURAL NOTES:
FOUNDATION NOTES:
GENERAL DESIGN DATA TABLE:
SPECIAL STRUCTURAL INSPECTIONS:
SPECIAL INSPECTOR JOB TASK LISTING:
SPECIAL INSPECTOR JOB TASK LISTING (CONT.):WOOD FRAMING SPECIFICATIONS:
DEFERED SUBMITTALS:
Sheet Number
Sheet Title
Project Phase
Astra Job No:
Date:
Drawn By:
Checked By:
ER
I
C
S
M
I
T
H
A
S
S
O
C
I
A
T
E
S
,
P
.
C
.
19
1
9
S
E
V
E
N
T
H
S
T
R
E
E
T
BO
U
L
D
E
R
,
C
O
L
O
R
A
D
O
,
8
0
3
0
2
(3
0
3
)
4
4
2
-
5
4
5
8
,
(
3
0
3
)
4
4
2
-
4
7
4
5
F
A
X
NOTICE: DUTY OF COOPERATION
Release of these plans contemplates further
cooperation among the owner, his contractor and the
architect. Design and construction are complex.
Although the architect and his consultants have
performed their services with due care and diligence,
they cannot guarantee perfection. Communication is
imperfect and every contingency cannot be anticipated.
Any ambiguity or discrepancy discovered by the use of
these plans shall be reported immediately to the
architect. Failure to notify the architect compounds
misunderstanding and increases construction costs. A
failure to cooperate by a simple notice to the architect
shall relieve the architect from responsibility for the
consequences. Changes made from the plans without
consent of the architect are unauthorized and shall
relieve the architect of responsibility for all
consequences arriving out of such changes.
All design, documents and data prepared by Eric
Smith Associates, P.C. as instruments of service
shall remain property of Eric Smith Associates, P.C.
and shall not be copied, changed or disclosed in any
form whatsoever without first obtaining the express
written consent of Eric Smith Associates, P.C.
Eric Smith Associates, P.C.c
REVISIONS
DA
T
E
:SN100
GENERAL STRUCTURAL
NOTES
T.R.C.
ASTRA
12-16-2019
18-170
PROPOSED
17
0
1
N
L
A
K
E
A
V
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
RO
C
K
Y
M
O
U
N
T
A
I
N
H
O
T
E
L
RE
M
O
D
E
L
PR
O
P
O
S
E
D
20
1
9
-
0
9
-
1
1
No.Description Date
E-Mail: ty.astra@gmail.com
Englewood, Colorado 80111
303-475-5691 Telephone
7887 E. Belleview Avenue, Suite 1100
A
B
D
C
1 2
FOUNDATION PLAN
DETAILDETAILDETAIL
Sheet Number
Sheet Title
Project Phase
Astra Job No:
Date:
Drawn By:
Checked By:
ER
I
C
S
M
I
T
H
A
S
S
O
C
I
A
T
E
S
,
P
.
C
.
19
1
9
S
E
V
E
N
T
H
S
T
R
E
E
T
BO
U
L
D
E
R
,
C
O
L
O
R
A
D
O
,
8
0
3
0
2
(3
0
3
)
4
4
2
-
5
4
5
8
,
(
3
0
3
)
4
4
2
-
4
7
4
5
F
A
X
NOTICE: DUTY OF COOPERATION
Release of these plans contemplates further
cooperation among the owner, his contractor and the
architect. Design and construction are complex.
Although the architect and his consultants have
performed their services with due care and diligence,
they cannot guarantee perfection. Communication is
imperfect and every contingency cannot be anticipated.
Any ambiguity or discrepancy discovered by the use of
these plans shall be reported immediately to the
architect. Failure to notify the architect compounds
misunderstanding and increases construction costs. A
failure to cooperate by a simple notice to the architect
shall relieve the architect from responsibility for the
consequences. Changes made from the plans without
consent of the architect are unauthorized and shall
relieve the architect of responsibility for all
consequences arriving out of such changes.
All design, documents and data prepared by Eric
Smith Associates, P.C. as instruments of service
shall remain property of Eric Smith Associates, P.C.
and shall not be copied, changed or disclosed in any
form whatsoever without first obtaining the express
written consent of Eric Smith Associates, P.C.
Eric Smith Associates, P.C.c
REVISIONS
DA
T
E
:S100
FOUNDATION PLAN
AND DETAILS
T.R.C.
ASTRA
12-16-2019
18-170
PROPOSED
17
0
1
N
L
A
K
E
A
V
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
RO
C
K
Y
M
O
U
N
T
A
I
N
H
O
T
E
L
RE
M
O
D
E
L
PR
O
P
O
S
E
D
20
1
9
-
0
9
-
1
1
No.Description Date
E-Mail: ty.astra@gmail.com
Englewood, Colorado 80111
303-475-5691 Telephone
7887 E. Belleview Avenue, Suite 1100
A
B
D
C
1 2
DECK FRAMING PLAN
DETAILDETAILDETAILDETAIL
DETAIL
A B A B 1 D C
2
DETAIL
B A
Sheet Number
Sheet Title
Project Phase
Astra Job No:
Date:
Drawn By:
Checked By:
ER
I
C
S
M
I
T
H
A
S
S
O
C
I
A
T
E
S
,
P
.
C
.
19
1
9
S
E
V
E
N
T
H
S
T
R
E
E
T
BO
U
L
D
E
R
,
C
O
L
O
R
A
D
O
,
8
0
3
0
2
(3
0
3
)
4
4
2
-
5
4
5
8
,
(
3
0
3
)
4
4
2
-
4
7
4
5
F
A
X
NOTICE: DUTY OF COOPERATION
Release of these plans contemplates further
cooperation among the owner, his contractor and the
architect. Design and construction are complex.
Although the architect and his consultants have
performed their services with due care and diligence,
they cannot guarantee perfection. Communication is
imperfect and every contingency cannot be anticipated.
Any ambiguity or discrepancy discovered by the use of
these plans shall be reported immediately to the
architect. Failure to notify the architect compounds
misunderstanding and increases construction costs. A
failure to cooperate by a simple notice to the architect
shall relieve the architect from responsibility for the
consequences. Changes made from the plans without
consent of the architect are unauthorized and shall
relieve the architect of responsibility for all
consequences arriving out of such changes.
All design, documents and data prepared by Eric
Smith Associates, P.C. as instruments of service
shall remain property of Eric Smith Associates, P.C.
and shall not be copied, changed or disclosed in any
form whatsoever without first obtaining the express
written consent of Eric Smith Associates, P.C.
Eric Smith Associates, P.C.c
REVISIONS
DA
T
E
:S200
DECK FRAMING PLAN
AND DETAILS
T.R.C.
ASTRA
12-16-2019
18-170
PROPOSED
17
0
1
N
L
A
K
E
A
V
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
RO
C
K
Y
M
O
U
N
T
A
I
N
H
O
T
E
L
RE
M
O
D
E
L
PR
O
P
O
S
E
D
20
1
9
-
0
9
-
1
1
No.Description Date
E-Mail: ty.astra@gmail.com
Englewood, Colorado 80111
303-475-5691 Telephone
7887 E. Belleview Avenue, Suite 1100
ROOF FRAMING PLAN
A
B
D
C
1 2
DETAILDETAILDETAIL
DETAIL
Sheet Number
Sheet Title
Project Phase
Astra Job No:
Date:
Drawn By:
Checked By:
ER
I
C
S
M
I
T
H
A
S
S
O
C
I
A
T
E
S
,
P
.
C
.
19
1
9
S
E
V
E
N
T
H
S
T
R
E
E
T
BO
U
L
D
E
R
,
C
O
L
O
R
A
D
O
,
8
0
3
0
2
(3
0
3
)
4
4
2
-
5
4
5
8
,
(
3
0
3
)
4
4
2
-
4
7
4
5
F
A
X
NOTICE: DUTY OF COOPERATION
Release of these plans contemplates further
cooperation among the owner, his contractor and the
architect. Design and construction are complex.
Although the architect and his consultants have
performed their services with due care and diligence,
they cannot guarantee perfection. Communication is
imperfect and every contingency cannot be anticipated.
Any ambiguity or discrepancy discovered by the use of
these plans shall be reported immediately to the
architect. Failure to notify the architect compounds
misunderstanding and increases construction costs. A
failure to cooperate by a simple notice to the architect
shall relieve the architect from responsibility for the
consequences. Changes made from the plans without
consent of the architect are unauthorized and shall
relieve the architect of responsibility for all
consequences arriving out of such changes.
All design, documents and data prepared by Eric
Smith Associates, P.C. as instruments of service
shall remain property of Eric Smith Associates, P.C.
and shall not be copied, changed or disclosed in any
form whatsoever without first obtaining the express
written consent of Eric Smith Associates, P.C.
Eric Smith Associates, P.C.c
REVISIONS
DA
T
E
:S300
ROOF FRAMING PLAN
AND DETAILS
T.R.C.
ASTRA
12-16-2019
18-170
PROPOSED
17
0
1
N
L
A
K
E
A
V
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
RO
C
K
Y
M
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No.Description Date
E-Mail: ty.astra@gmail.com
Englewood, Colorado 80111
303-475-5691 Telephone
7887 E. Belleview Avenue, Suite 1100