HomeMy WebLinkAboutLot Certifications - 12/09/20191218 W. ASH, STE. A, WINDSOR, COLORADO 80550
December 9, 2019
Mr. Dan Mogen
City of Fort Collins
Stormwater Utilities
700 Wood Street
Fort Collins, Colorado 80522
RE: Gardens on Spring Creek
Clarification of Lot Certification Items
Dear Dan,
Please accept this letter in support of items 1, 4, 5 and 6 of the Certification of Lot Grading dated
November 22, 2019 for which we have noted the items as not being in conformance with the
checklist description. As a result of this effort, we offer the following for your review and approval:
1.Item 4 – The east end of the new Conservatory building was designed and permitted with a stem
wall and water proofing elements in order to allow for the exterior grades to be placed above the
finished floor elevation to achieve positive drainage. See attached building permit plans sheets
A7.1 and A7.2. Therefore, we would accept this condition as meeting the certification’s intent to
ensure the structure is protected from flooding and water damage.
2.Item 5 – Along the east wall of the Conservatory there are locations where the grades are
somewhat less than 5% away from the structure; however, this is an area that does not have
downspouts and would not be prone to seeing significant drainage. A roof overflow drain is
located in this vicinity and a cobble swale with a 4-inch perforated underdrain pipe at 2% to
direct any potential overflow drainage to a 5-foot diameter Dry Well that was installed at the
southeast corner of the Conservatory. The total area potentially draining to this Dry Well is
approximately 500 sf: therefore, it is our opinion that the site grading is in general conformance
to the design intent reflected on the final plans.
3.Item 6 – The cobble swale noted above does not maintain a consistent 2% grade in the flowline;
however, the swale has a 4-inch perforated underdrain that was installed at approximately 2%
grade to the Dry Well. Therefore, it is our opinion that the site drainage is in general
conformance to the design intent reflected on the final plans.
This letter is intended to supplement the Certification of Lot Grading and supports our belief that the
grading and drainage for the referenced project has been completed substantially in conformance
with the approved grading plan. We therefore request that the project listed above be deemed
acceptable to the City of Fort Collins.
1218 W. ASH, STE. A, WINDSOR, COLORADO 80550
If you should have any questions or comments, please contact me at 460-8487. Thank you for your
consideration.
12-9-19
2145 CENTRE AVE.
2145 CENTRE AVENUE
FFE=5003.30
12
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10'
2010510
SCALE: 1" =
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
NOTES
1.ALL PROPOSED FLATWORK AND ASSOCIATED SPOT ELEVATION LOCATIONS SHOULD BE RELATIVE TO
THE EXISTING BUILDING AND THE PROPOSED ADDITION. REFER TO ARCHITECTURAL PLANS FOR ALL
BUILDING CORNER LOCATIONS AND GEOMETRY. THIS IS TO BE VERIFIED BY THE CONTRACTOR.
2.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO
AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS
DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN
PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED
WITH OWNER'S APPROVAL FOR REMOVAL.
3.ALL MANHOLE RIM AND STORM DRAIN INLET GRATES SHALL BE ADJUSTED TO FINAL GRADES CONFIRMED
IN THE FIELD.
4.ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS.
5.ALL WALKS TO HAVE MAXIMUM 2.0% CROSS SLOPE TOWARDS PARKING AREAS, DRIVES, AND AWAY FROM
STRUCTURES.
6.NO FILL SHALL BE PLACED IN THE FLOODWAY.
7.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO ANY CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAYS,
SIDEWALKS, UTILITY INSTALLATION, ETC., IN THE FLOODPLAIN / FLOOD FRINGE.
8.ANY UTILITY WORK IN THE FLOODWAY MUST BE PRECEDED BY A FLOODPLAIN USE PERMIT AND NO-RISE
CERTIFICATION.
9.STORAGE OF EQUIPMENT AND/OR MATERIALS IS NOT ALLOWED WITHIN THE FLOODPLAIN.
100-YR FLOOD FRINGE
100-YR FLOODWAY
LEGEND
SITE FEATURES TO BE REMOVED
(re: architectural plans)
EMERGENCY ACCESS DETAIL
BUILDING EXTERIOR DOOR
PROPOSED HARDSCAPE AREA
(re: architectural plans for
material and patterns)
PROJECT DATUM: NAVD88
BENCHMARK # 2-08
NORTH SIDE OF PROSPECT RD. APPROX. 0.5 MILES EAST OF LEMAY AVE. ON THE ISLAND CURB AT LONGS
PEAK RD.
ELEVATION: 4958.58
BENCHMARK #14-97
APPROXIMATELY 100 FEET WEST OF THE INTERSECTION OF CENTRE AVE. AND RESEARCH BLVD., ON THE
WEST END OF THE SOUTH HEADWALL ON CENTRE AVE.
ELEVATION: 5051.76
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS
HAVE USED NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE
FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) =
NAVD88 - 3.18'
RECORD DRAWING
THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON
INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS
BELIEVED TO BE RELIABLE, INTERWEST CONSULTING GROUP AND
THE CERTIFYING ENGINEER ASSUMES NO RESPONSIBILITY FOR THE
ACCURACY OF THIS RECORD DRAWING DUE TO ANY ERRORS OR
OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A
RESULT OF INCORRECT INFORMATION PROVIDED TO INTERWEST
CONSULTING GROUP AND THE CERTIFYING ENGINEER. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY.
DATE:
DENOTES RECORDED DATA PER
11/22/19
KING SURVEYORS
This unofficial copy was downloaded on Nov-25-2019 from the City of Fort Collins Public Records Website: http://citydocs.fcgov.com
For additional information or an official copy, please contact Engineering Office 281 North College Fort Collins, CO 80521 USA
This unofficial copy was downloaded on Nov-25-2019 from the City of Fort Collins Public Records Website: http://citydocs.fcgov.com
For additional information or an official copy, please contact Engineering Office 281 North College Fort Collins, CO 80521 USA
SYSTEM NOTESSYSTEM NOTESSYSTEM NOTESSYSTEM NOTES---- ROOFSROOFSROOFSROOFS
DESIGNATIONDESIGNATIONDESIGNATIONDESIGNATION DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION
R2 FULLY ADHERED MEMBRANE ROOF OVER 3" RIGID
INSULATION (R-21), 14”& 16" (R-44) BLOWN IN BATT
INSULATION AND WOOD STRUCTURE BELOW, (REF: STR'L.)
ROOF GENERAL NOTES
1. VERIFY ALL EXISTING ROOF ASSEMBLIES AND CONDITIONS AS
REQUIRED
2. VERIFY & COORDINATE ALL DIMENSIONS WITH EXISTING
CONDITIONS.
3. NOTIFY ARCHITECT IMMEDIATELY WITH ANY DISCREPENCIES
REGARDING THE CONTRACT DOCUMENTS.
R1 EXISTING ROOF TO REMAIN
R4 INSULATED GLAZING IN ALUMNIMUM FRAME SYSTEM
(VENDOR SUPPLIED)
R3 FULLY ADHERED MEMBRANE ROOF OVER 3" RIGID
INSULATION (R-21), 12”(R-38) BLOWN IN BATT INSULATION
AND WOOD STRUCTURE BELOW, (REF: STR'L.)
SYSTEM NOTESSYSTEM NOTESSYSTEM NOTESSYSTEM NOTES---- CEILINGSCEILINGSCEILINGSCEILINGS
DESIGNATIONDESIGNATIONDESIGNATIONDESIGNATION DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION
C2 2X4 SUSPENDED ACOUSTICAL CEILING TILE SYSTEM
C3 2X2 SUSPENDED ACOUSTICAL CEILING TILE SYSTEM
C4 1/2" GYP. BOARD (OVER WD. FRAMING, REF: STR’L.)
C5 1"X CLEAR SEALED BEETLE-KILL PINE T&G CEILING,
OVER OSB WOOD SHEETING AND WOOD STRUCTURE
CEILING GENERAL NOTES
1. VERIFY ALL EXISTING CEILING ASSEMBLIES AND CONDITIONS
AS REQUIRED
2. ALL CEILINGS TO BE C2 UNLESS OTHERWISE NOTED
3. REFERENCE INTERIOR ELEVATIONS & MECHANICAL FOR
SOFFIT LOCATIONS
C1 EXISTING CEILING SYSTEM (TO REMAIN)
C6 GREENHOUSE ROOF STRUCTURE B.O.
(REF:VENDOR/SUPPLIER)
S2 GYP. BOARD SOFFITS (OVER FRAMING, REF:STR'L)
S1 P.F.M. SOFFITS (OVER WOOD FRAMING, REF:STR'L)
SYSTEM NOTESSYSTEM NOTESSYSTEM NOTESSYSTEM NOTES---- WALLSWALLSWALLSWALLS
DESIGNATIONDESIGNATIONDESIGNATIONDESIGNATION DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION
W1 EXISTING WALL (TO REMAIN)
W5 ALUMINUM STOREFRONT SYSTEM W/ INSULATED GLAZING
W6A 2"X6" WOOD STUDS
W6B 2"X6" WOOD STUDS WITH 1”SPRAY FOAM (R-7) FLASH-IN
BATTS, WITH BLOWN-IN BATT INSULATION (R-15), ½”
EXTERIOR GRADE SHEATHING, AIR BARRIER, UNDER 1”
RIGID INSULATION (R-7) & HARDCOAT STUCCO FINISH
W6C 2"X6" WOOD STUDS WITH 1”SPRAY FOAM (R-7) FLASH-IN
BATTS, WITH BLOWN-IN BATT INSULATION (R-15), ½”
EXTERIOR GRADE SHEATHING, AIR BARRIER, UNDER 1”
RIGID INSULATION (R-7) & 4”STONE VENEER, (PROVIDE
WALL ANCHORS, WEEPS & FLASHING)
W8 8" CMU WALL (REF: STR'L.)
W9 REINFORCED CONCRETE FOUNDATION WALLS &
FOOTINGS (REF: STR'L.)
A (STANDARD)
1 LAYER OF 5/8" GYPSUM BOARD ON EACH SIDE OF
STUD FRAMING WITH SOUND BATT INSULATION (R-13 MIN.)
IN STUD CAVITIES, EXTEND FRAMING, SOUND BATTS AND
GYPSUM TO UNDERSIDE OF ROOF OR FLOOR SYSTEM
ABOVE, USE SLIP TRACK CHANNEL,
B (ONE SIDE FINISHED)
1 LAYER OF 5/8" GYPSUM BOARD ON ONE SIDE OF
STUD FRAMING ONLY
C (ONE SIDE FINISHED)
1 LAYER OF 5/8" GYPSUM BOARD ON ONE SIDE OF
STUD FRAMING, FRAMING TO EXTEND FULL HEIGHT TO
ATTACH TO UNDERSIDE OF ROOF OR FLOOR SYSTEM
ABOVE, USE SLIP TRACK CHANNEL
E (WET WALL)
1 LAYER OF 5/8" MOISTURE-RESISTANT (MR) GYPSUM
BOARD ON WET WALL SIDE OF STUD FRAMING
D (FURRING WALL)
1 LAYER OF 5/8" GYPSUM BOARD ON 2-1/2" STUDS AT
16" O.C. EXTEND TO 2" ABOVE ADJACENT CEILINGS
GENERAL WALL NOTES
1. ALL WALLS TO BE W3-A UNLESS OTHERWISE NOTED
2. PROVIDE DOUBLE 20 GA. STUDS (MIN.) AT ALL DOOR JAMBS
3. ALL DIMENSIONS ARE TO GRID LINES, FACE OF STUDS OR
MASONRY WALL UNLESS OTHERWISE NOTED
4. EXTEND GYPSUM BOARD ON WALLS TO 2" ABOVE ALL
ADJACENT CEILINGS AND TO UNDERSIDE OF GYPSUM CEILINGS
UNLESS OTHERWISE NOTED
5. PROVIDE GYPSUM CONTROL JOINTS IN WALLS OVER 25' IN
LENGTH
W2A 2 1/2" METAL FURRING WITH 1/2" WOOD
SHEATHING AND 5/8" GYP. BOARD
W2B 2 1/2" METAL FURRING WITH 1/2" WOOD
SHEATHING AND STUCCO HARDCOAT
W4 2"X4" WOOD STUDS
W7 6" CHAISE WALL (REF: PLUMBING)
W4B 2 2"X4" WOOD STUDS WITH 2" RIGID INSULATION
W12 12" REINFORCED CONCRETE WALL (REF: STR'L.)
W10 SANDED FACE OF EXISTING CMU WITH APPLIED FINISH
1
SYSTEM NOTESSYSTEM NOTESSYSTEM NOTESSYSTEM NOTES---- FLOORSFLOORSFLOORSFLOORS
DESIGNATIONDESIGNATIONDESIGNATIONDESIGNATION DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION
F2 SEALED 4" CONCRETE SLABS OVER 4" GRAVEL
(REF: STR'L.)
F3 WOOD DECKING ON JOISTS (REF: STR'L)
F1 EXISTING CONCRETE FLOORS (TO REMAIN)
P2 EXISTNG CONCRETE WALKS TO REMAIN, PATCH &
REPAIR AS NEEDED
P3 EXISTING STONE PAVERS REMOVED AND REINSTALLED
P1 EXISTING TO REMAIN, PATCH & REPAIR AS NEEDED
P4 NEW 4" CONCRETE WALKS
P5 NEW/REPLACEMENT DRIVEWAY PAVEMENT
(REF: GEO-TECHNICAL)
R4
R2
R2
C2C2
C2
F2
23.03
W6B
W8B
CONFERENCECONFERENCECONFERENCECONFERENCE
313
CONSERVATORYCONSERVATORYCONSERVATORYCONSERVATORY
308
LOBBYLOBBYLOBBYLOBBY
301
5342 61
(BY OTHERS)(BY OTHERS)(BY OTHERS)(BY OTHERS)
3' - 0"
115' - 3 1/4"
CRICKET TO R.D.113' - 4"
110' - 10 1/2"
1' - 4"
C5
C2
W6C
A
23.03 23.03
6.04
6.036.03 F2F2F2
R4
R2
CONSERVATORYCONSERVATORYCONSERVATORYCONSERVATORY
308
CAFECAFECAFECAFE
306
LOBBYLOBBYLOBBYLOBBY
301
C2
5342 61
W4
305
102' - 0 3/4"
GIFT SHOPGIFT SHOPGIFT SHOPGIFT SHOP
312
1' - 6"
1' - 6"
B
8.04
CRICKET TO R.D.113' - 4 3/4"
108' - 7"
109' - 10"
110' - 10 1/2"
R2
C5
RECEPTIONRECEPTIONRECEPTIONRECEPTION
303
CONSERVATORYCONSERVATORYCONSERVATORYCONSERVATORY
308
LOBBYLOBBYLOBBYLOBBY
301301301301
R4
F2
8.04
W6B
A
W5
S1
P2
534 6
A7.2
2
GIFT SHOPGIFT SHOPGIFT SHOPGIFT SHOP
312
CRICKET TO R.D.1' - 6"
110' - 10 1/2"
113' - 4 3/4"
111' - 5 1/2"
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
-ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER
APPLICABLE CODES.
-DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB-CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS
OF ANY DIS-CREPANCIES, CONFLICTS, BUILDING OR
OTHER CODE REQUIREMENTS AS REP-RESENTED BY
THESE CONSTRUCTION DOCUMENTS. ANY
PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS
HEREBY RECOGNIZED AS SUCH BY ANY CLAIMANTS,
OWNERS, LIEN HOLDERS OR OTHERS.
A7.1
SECTIONS-BUILDING
12.07.18
Checker
Author
Project Number
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04.18.19
KEY NOTESKEY NOTESKEY NOTESKEY NOTES
NO.NO.NO.NO. DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION
1.01 OWNER PROVIDED EQUIPMENT - VERIF & COORD.
2.01 EXISTING TO BE RELOCATED
5.01 PRE-FINISHED METAL FLASHING, GUTTERS & DOWNSPOUTS
5.02 8"X8" STL. PTD. COLUMN (REF:STR'L)
6.02 EXISTING CABINETS/ CASEWORK
6.03 NEW CABINETS/ CASEWORK
6.04 COUNTERTOP
6.05 WALL MOUNTED MIRROR
7.01 ROOF VENT/ PENETRATIONS (BY VENDOR)
7.02 ROOF DRAIN & OVERFLOW SCUPPERS (REF: M&P)
7.03 EX. ROOF DRAIN TO REMAIN
7.04 EX. ROOF DRAIN DEMO
8.01 GYP. BOARD BULKHEAD
8.02 ATTIC ACCESS PANEL AS REQUIRED
8.03 INSULATED ROLLING GRILLE
8.04 SECURITY GATE
8.05 AUTO DOOR OPERATORS
9.01 PLYWOOD WALL FINISH
10.01 FOLDING PARTITION WALL
11.01 LOCKERS
13.01 LIVING WALL B.O. (VERIFY & COORD. ALL REQUIREMENTS.)
16.01 ELECTRICAL PANEL (REF: ELECTRICAL)
22.01 FLOOR DRAIN ( REF: PLUMBING DRWG)
22.02 MOP SINK (REF: PLUMBING)
22.03 DRINKING FOUNTAIN (REF: PLUMBING)
23.01 EXISTING EQUIPMENT (REF: MECHANICAL)
23.02 NEW MECHANICAL EQUIPMENT (REF: MECHANICAL)
23.03 FUTURE P.V. PANELS
23.04 ROOF LINE ABOVE
23.05 LIGHT TUBES
26.01 TV MONITOR (B.O.)
1/4" = 1'-0"A7.1
1 SSSS----N BUILDING SECTIONN BUILDING SECTIONN BUILDING SECTIONN BUILDING SECTION
1/4" = 1'-0"A7.1
2 NNNN----S BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTION
1/4" = 1'-0"A7.1
3 SSSS----N LOBBY SECTIONN LOBBY SECTIONN LOBBY SECTIONN LOBBY SECTION
NOTE:
PROVIDE CONTINUOUS EXTERIOR AIR BARRIER &
SEALING AT ALL EXTERIOR WALLS, CONNECTIONS
TO NEW EXISTING CONSTRUCTION.
ALL EXTERIOR WALL CAVITIES TO HAVE 1” MIN.
FOAM SEALING (AT EXTERIOR WALL FACE) WITH
FULL DEPTH B.I.B. BLOWN IN BATT INSULATION,
WALLS AND ROOFS
CAULK/FOAM AT ALL JOINTS, CHANGE IN
MATERIALS, FRAMING CONNECTIONS,
PENETRATIONS.
1
1
1
1
1
1
1
1
1
1
SYSTEM NOTESSYSTEM NOTESSYSTEM NOTESSYSTEM NOTES---- ROOFSROOFSROOFSROOFS
DESIGNATIONDESIGNATIONDESIGNATIONDESIGNATION DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION
R2 FULLY ADHERED MEMBRANE ROOF OVER 3" RIGID
INSULATION (R-21), 14”& 16" (R-44) BLOWN IN BATT
INSULATION AND WOOD STRUCTURE BELOW, (REF: STR'L.)
ROOF GENERAL NOTES
1. VERIFY ALL EXISTING ROOF ASSEMBLIES AND CONDITIONS AS
REQUIRED
2. VERIFY & COORDINATE ALL DIMENSIONS WITH EXISTING
CONDITIONS.
3. NOTIFY ARCHITECT IMMEDIATELY WITH ANY DISCREPENCIES
REGARDING THE CONTRACT DOCUMENTS.
R1 EXISTING ROOF TO REMAIN
R4 INSULATED GLAZING IN ALUMNIMUM FRAME SYSTEM
(VENDOR SUPPLIED)
R3 FULLY ADHERED MEMBRANE ROOF OVER 3" RIGID
INSULATION (R-21), 12”(R-38) BLOWN IN BATT INSULATION
AND WOOD STRUCTURE BELOW, (REF: STR'L.)
SYSTEM NOTESSYSTEM NOTESSYSTEM NOTESSYSTEM NOTES---- CEILINGSCEILINGSCEILINGSCEILINGS
DESIGNATIONDESIGNATIONDESIGNATIONDESIGNATION DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION
C2 2X4 SUSPENDED ACOUSTICAL CEILING TILE SYSTEM
C3 2X2 SUSPENDED ACOUSTICAL CEILING TILE SYSTEM
C4 1/2" GYP. BOARD (OVER WD. FRAMING, REF: STR’L.)
C5 1"X CLEAR SEALED BEETLE-KILL PINE T&G CEILING,
OVER OSB WOOD SHEETING AND WOOD STRUCTURE
CEILING GENERAL NOTES
1. VERIFY ALL EXISTING CEILING ASSEMBLIES AND CONDITIONS
AS REQUIRED
2. ALL CEILINGS TO BE C2 UNLESS OTHERWISE NOTED
3. REFERENCE INTERIOR ELEVATIONS & MECHANICAL FOR
SOFFIT LOCATIONS
C1 EXISTING CEILING SYSTEM (TO REMAIN)
C6 GREENHOUSE ROOF STRUCTURE B.O.
(REF:VENDOR/SUPPLIER)
S2 GYP. BOARD SOFFITS (OVER FRAMING, REF:STR'L)
S1 P.F.M. SOFFITS (OVER WOOD FRAMING, REF:STR'L)
SYSTEM NOTESSYSTEM NOTESSYSTEM NOTESSYSTEM NOTES---- WALLSWALLSWALLSWALLS
DESIGNATIONDESIGNATIONDESIGNATIONDESIGNATION DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION
W1 EXISTING WALL (TO REMAIN)
W5 ALUMINUM STOREFRONT SYSTEM W/ INSULATED GLAZING
W6A 2"X6" WOOD STUDS
W6B 2"X6" WOOD STUDS WITH 1”SPRAY FOAM (R-7) FLASH-IN
BATTS, WITH BLOWN-IN BATT INSULATION (R-15), ½”
EXTERIOR GRADE SHEATHING, AIR BARRIER, UNDER 1”
RIGID INSULATION (R-7) & HARDCOAT STUCCO FINISH
W6C 2"X6" WOOD STUDS WITH 1”SPRAY FOAM (R-7) FLASH-IN
BATTS, WITH BLOWN-IN BATT INSULATION (R-15), ½”
EXTERIOR GRADE SHEATHING, AIR BARRIER, UNDER 1”
RIGID INSULATION (R-7) & 4”STONE VENEER, (PROVIDE
WALL ANCHORS, WEEPS & FLASHING)
W8 8" CMU WALL (REF: STR'L.)
W9 REINFORCED CONCRETE FOUNDATION WALLS &
FOOTINGS (REF: STR'L.)
A (STANDARD)
1 LAYER OF 5/8" GYPSUM BOARD ON EACH SIDE OF
STUD FRAMING WITH SOUND BATT INSULATION (R-13 MIN.)
IN STUD CAVITIES, EXTEND FRAMING, SOUND BATTS AND
GYPSUM TO UNDERSIDE OF ROOF OR FLOOR SYSTEM
ABOVE, USE SLIP TRACK CHANNEL,
B (ONE SIDE FINISHED)
1 LAYER OF 5/8" GYPSUM BOARD ON ONE SIDE OF
STUD FRAMING ONLY
C (ONE SIDE FINISHED)
1 LAYER OF 5/8" GYPSUM BOARD ON ONE SIDE OF
STUD FRAMING, FRAMING TO EXTEND FULL HEIGHT TO
ATTACH TO UNDERSIDE OF ROOF OR FLOOR SYSTEM
ABOVE, USE SLIP TRACK CHANNEL
E (WET WALL)
1 LAYER OF 5/8" MOISTURE-RESISTANT (MR) GYPSUM
BOARD ON WET WALL SIDE OF STUD FRAMING
D (FURRING WALL)
1 LAYER OF 5/8" GYPSUM BOARD ON 2-1/2" STUDS AT
16" O.C. EXTEND TO 2" ABOVE ADJACENT CEILINGS
GENERAL WALL NOTES
1. ALL WALLS TO BE W3-A UNLESS OTHERWISE NOTED
2. PROVIDE DOUBLE 20 GA. STUDS (MIN.) AT ALL DOOR JAMBS
3. ALL DIMENSIONS ARE TO GRID LINES, FACE OF STUDS OR
MASONRY WALL UNLESS OTHERWISE NOTED
4. EXTEND GYPSUM BOARD ON WALLS TO 2" ABOVE ALL
ADJACENT CEILINGS AND TO UNDERSIDE OF GYPSUM CEILINGS
UNLESS OTHERWISE NOTED
5. PROVIDE GYPSUM CONTROL JOINTS IN WALLS OVER 25' IN
LENGTH
W2A 2 1/2" METAL FURRING WITH 1/2" WOOD
SHEATHING AND 5/8" GYP. BOARD
W2B 2 1/2" METAL FURRING WITH 1/2" WOOD
SHEATHING AND STUCCO HARDCOAT
W4 2"X4" WOOD STUDS
W7 6" CHAISE WALL (REF: PLUMBING)
W4B 2 2"X4" WOOD STUDS WITH 2" RIGID INSULATION
W12 12" REINFORCED CONCRETE WALL (REF: STR'L.)
W10 SANDED FACE OF EXISTING CMU WITH APPLIED FINISH
1
SYSTEM NOTESSYSTEM NOTESSYSTEM NOTESSYSTEM NOTES---- FLOORSFLOORSFLOORSFLOORS
DESIGNATIONDESIGNATIONDESIGNATIONDESIGNATION DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION
F2 SEALED 4" CONCRETE SLABS OVER 4" GRAVEL
(REF: STR'L.)
F3 WOOD DECKING ON JOISTS (REF: STR'L)
F1 EXISTING CONCRETE FLOORS (TO REMAIN)
P2 EXISTNG CONCRETE WALKS TO REMAIN, PATCH &
REPAIR AS NEEDED
P3 EXISTING STONE PAVERS REMOVED AND REINSTALLED
P1 EXISTING TO REMAIN, PATCH & REPAIR AS NEEDED
P4 NEW 4" CONCRETE WALKS
P5 NEW/REPLACEMENT DRIVEWAY PAVEMENT
(REF: GEO-TECHNICAL)
S1S1
R2
F2
C5
W5
W6B
ENTRYENTRYENTRYENTRY
300
LOBBYLOBBYLOBBYLOBBY
301
F
300
E
C.U.H.
OPEN
TO
R.R.
SLOPE
DOWN CRICKET
W2A
111' - 2 1/4"
10' -9"
111' - 6 1/4"
11' -2 1/2"
A
W6B
C1
C4
WOMEN'S RRWOMEN'S RRWOMEN'S RRWOMEN'S RR
304
FAMILY RRFAMILY RRFAMILY RRFAMILY RR
112
MEN'S RRMEN'S RRMEN'S RRMEN'S RR
113
1.1 3.12.1
R3
NEW 2"x4' CONTINUOUS
RIGID INSULATION
S2
EX.EX.EX.EX.EX.EX.EX.EX.
SLOPE
DOWN
108' - 4 1/2"
108' - 7"
110' - 0"
7 1/4"
MECHANICALMECHANICALMECHANICALMECHANICAL
311
CHRYSALISCHRYSALISCHRYSALISCHRYSALIS
310
VESTIBULEVESTIBULEVESTIBULEVESTIBULE
309
C4C2
R2
W6B
A
W4
A
W4
A
S1
308B
4 6
R1
W4
B
S2
9' - 8"
1' - 6"
F2 F2 F2
SLOPE
DOWN
1/4:12
P4
5.
0
1
109' - 8"
OVERHANG
5' - 5"
109' - 2"
BRG
S1
R2
R4
P4
D
CONSERVATORYCONSERVATORYCONSERVATORYCONSERVATORY
308
113' - 4 3/4"
W8
W8D
B
R4
GREENHOUSE
WALLS & FRAMING
B.O.
4" CONCRETE
OVER 4"
GRAVEL
2" CONTINUOUS R-10
RIGID INSULTATION
W5
METAL FLASHING
A7.3
H
6
1/2" EXPANSION JOINT
& CONTINUOUS CAULKING
114' - 0 3/4"
W8B
13.01
R4
R2
C2
5.01
4
WORKWORKWORKWORK
STATIONSSTATIONSSTATIONSSTATIONS
315
CONSERVATORYCONSERVATORYCONSERVATORYCONSERVATORY
308
GREENHOUSE
WALLS & FRAMING
SLOPED (B.O.)
2
A7.2
113' - 4 3/4"
CRICKET
TO R.D.
INSULATED GLAZING AND METAL
CONSERVATORY (B.O.), VERIFY & COORD.
ALL REQUIREMENTS
W8B
R2
R4
ADHERED TPO MEMBRANE ROOF (& AIR BARRIER)
OVER 3” RIGID INSULATION (R-21) OVER
M.R. SHEATHING, WOOD RAFTERS (REF: STR’L.),
WITH FULL DEPTH (BIB) BLOWN-IN BATT INSULATION
(R-44) AND ½” GYP. BOARD FINISH
1” AIR CAVITY
WOOD RAFTERS &
BLOWN IN BATT INSULATION
(REF: STRL)
5/8” GYPSUM BOARD OVER
2X6 STUD WALLS WITH BATT
INSULATION (R-19), ½” M.R.
SHTH'G AND FLUID APPLIED
AIR/MOISTURE BARRIER
8” (CMU) CONCRETE MASONRY UNIT WITH
INTEGRAL WATER REPELLANT (IWR) & COLOR
AND 1” AIR SPACE REINF’D. CMU (REF: STR’L.)
CONTINUOUS AIR BARRIER
INTERIOR FACE OF CMU
(TYPICAL)
BLOWN IN BATT INSULATION
CONT. P.F. METAL FLASHING
(INT. TO EXTERIOR)
ROOF SLOPE
DOWN
6"1"8"
3/4" MOISTURE TREATED PLYWOODCRICKET
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
-ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER
APPLICABLE CODES.
-DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB-CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS
OF ANY DIS-CREPANCIES, CONFLICTS, BUILDING OR
OTHER CODE REQUIREMENTS AS REP-RESENTED BY
THESE CONSTRUCTION DOCUMENTS. ANY
PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS
HEREBY RECOGNIZED AS SUCH BY ANY CLAIMANTS,
OWNERS, LIEN HOLDERS OR OTHERS.
A7.2
SECTIONS-BUILDING &
WALL
12.07.18
Checker
Author
Project Number
CI
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21
4
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04.18.19
KEY NOTESKEY NOTESKEY NOTESKEY NOTES
NO.NO.NO.NO. DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION
1.01 OWNER PROVIDED EQUIPMENT - VERIF & COORD.
2.01 EXISTING TO BE RELOCATED
5.01 PRE-FINISHED METAL FLASHING, GUTTERS & DOWNSPOUTS
5.02 8"X8" STL. PTD. COLUMN (REF:STR'L)
6.02 EXISTING CABINETS/ CASEWORK
6.03 NEW CABINETS/ CASEWORK
6.04 COUNTERTOP
6.05 WALL MOUNTED MIRROR
7.01 ROOF VENT/ PENETRATIONS (BY VENDOR)
7.02 ROOF DRAIN & OVERFLOW SCUPPERS (REF: M&P)
7.03 EX. ROOF DRAIN TO REMAIN
7.04 EX. ROOF DRAIN DEMO
8.01 GYP. BOARD BULKHEAD
8.02 ATTIC ACCESS PANEL AS REQUIRED
8.03 INSULATED ROLLING GRILLE
8.04 SECURITY GATE
8.05 AUTO DOOR OPERATORS
9.01 PLYWOOD WALL FINISH
10.01 FOLDING PARTITION WALL
11.01 LOCKERS
13.01 LIVING WALL B.O. (VERIFY & COORD. ALL REQUIREMENTS.)
16.01 ELECTRICAL PANEL (REF: ELECTRICAL)
22.01 FLOOR DRAIN ( REF: PLUMBING DRWG)
22.02 MOP SINK (REF: PLUMBING)
22.03 DRINKING FOUNTAIN (REF: PLUMBING)
23.01 EXISTING EQUIPMENT (REF: MECHANICAL)
23.02 NEW MECHANICAL EQUIPMENT (REF: MECHANICAL)
23.03 FUTURE P.V. PANELS
23.04 ROOF LINE ABOVE
23.05 LIGHT TUBES
26.01 TV MONITOR (B.O.)
1/4" = 1'-0"A7.2
1 EAST LOBBY SECTIONEAST LOBBY SECTIONEAST LOBBY SECTIONEAST LOBBY SECTION
1/4" = 1'-0"A7.2
3 EAST RESTROOM SECTIONEAST RESTROOM SECTIONEAST RESTROOM SECTIONEAST RESTROOM SECTION
1/4" = 1'-0"A7.2
4 EAST CHRYSALIS SECTIONEAST CHRYSALIS SECTIONEAST CHRYSALIS SECTIONEAST CHRYSALIS SECTION
3/4" = 1'-0"A7.2
A WALL SECTION AWALL SECTION AWALL SECTION AWALL SECTION A
3/4" = 1'-0"A7.2
B WALL SECTION BWALL SECTION BWALL SECTION BWALL SECTION B
3/4" = 1'-0"A7.2
C WALL SECTION CWALL SECTION CWALL SECTION CWALL SECTION C
ARCADIA GLAZING SYSTEM
SLOPED (B.O.)
NOTE:
PROVIDE CONTINUOUS EXTERIOR AIR BARRIER &
SEALING AT ALL EXTERIOR WALLS, CONNECTIONS
TO NEW EXISTING CONSTRUCTION.
ALL EXTERIOR WALL CAVITIES TO HAVE 1” MIN.
FOAM SEALING (AT EXTERIOR WALL FACE) WITH
FULL DEPTH B.I.B. BLOWN IN BATT INSULATION,
WALLS AND ROOFS
CAULK/FOAM AT ALL JOINTS, CHANGE IN
MATERIALS, FRAMING CONNECTIONS,
PENETRATIONS.
METAL FLASHING SET IN A FULL
BED OF SEALANT AGAINST THE
AIR BARRIER TO PREVENT AIR
LEAKAGE AND WATER PENETRATION
BETWEEN THE FLASHING AND AIR
BARRIER TO ALLOW CONTINUITY
BETWEEN THE GREENHOUSE AND
WALL ASSEMBLY
CONTINUOUS AIR BARRIER METAL FLASHING SET IN A FULL
BED OF SEALANT AGAINST THE
AIR BARRIER TO PREVENT AIR
LEAKAGE AND WATER PENETRATION
BETWEEN THE FLASHING AND AIR
BARRIER TO ALLOW CONTINUITY
BETWEEN THE GREENHOUSE AND
WALL ASSEMBLY
CONTINUOUS AIR BARRIER
REF: STRUCTURAL & ARCADIA DETAILS
1 1/2" = 1'-0"A7.2
2 CONSERVATORY ROOF DETAILCONSERVATORY ROOF DETAILCONSERVATORY ROOF DETAILCONSERVATORY ROOF DETAIL
1
1
1
1
1
1
3/4" MOISTURE
TREATED PLYWOOD
CONTINUOUS VERTICAL
MEMBRANE
1" AIR SPACE
1" AIR CAVITY
1
1
1
111