HomeMy WebLinkAboutSUN COMMUNITIES - THE FOOTHILLS - FDP220005 - SUBMITTAL DOCUMENTS - ROUND 3 - ARCHITECTURAL DETAILS (6)287
287
392
SITE
LIST OF DRAWINGS SUMMARY TABLE
FUSCO, SHAFFER & PAPPAS, INC.
ARCHITECTS AND PLANNERS
COPYRIGHT 2022-FUSCO, SHAFFER & PAPPAS, INC.
DEVELOPMENT TEAM
MECHANICAL / ELECTRICAL ENGINEER STRUCTURAL ENGINEER
FUSCO, SHAFFER & PAPPAS, INC.
550 EAST NINE MILE ROAD
FERNDALE, MICHIGAN 48220
248.543.4100
ARCHITECT
OWNER
DATE ISSUE
DEVELOPER
FOOTHILLS
CIVIL ENGINEER
INFORMATION TECHNOLOGY
CLUBHOUSE
FORT COLLINS COLORADO
SUN COMMUNITIES
A.S.101 ARCHITECTURAL SITE PLAN - CLUB
HOUSE, MAIL BUILDING AND POOL
BUILDING
A.S.102 ARCHITECTURAL SITE PLAN -
MAINTENANCE BUILDING
L.901 SITE DETAILS
L.902 SITE DETAILS
A.C.001 CODE ANALYSIS
A.C.002 CODE ANALYSIS
A.101 FLOOR PLAN
A.102 ATTIC PLAN
A.109 ROOF PLAN
A.201 BUILDING ELEVATIONS
A.202 BUILDING ELEVATIONS
A.301 BUILDING SECTIONS
A.401 WALL SECTIONS
A.402 WALL SECTIONS
A.403 WALL SECTIONS
A.404 WALL SECTIONS
A.405 WALL SECTIONS
A.406 WALL SECTIONS
A.410 WALL DETAILS
A.411 WALL DETAILS
A.601 INTERIOR ELEVATIONS
A.621 INTERIOR ELEVATIONS AND DETAILS
A.622 INTERIOR DETAILS
A.701 ROOM FINISH SCHEDULE
A.711 DOOR & WINDOW SCHEDULES & WALL
TYPES
A.712 DOOR DETAILS
A.713 WINDOW DETAILS
A.801 REFLECTED CEILING PLAN
A.891 CEILING DETAILS
ARCHITECTURAL
LOW VOLTAGE
STRUCTURAL
MECHANICAL
SUN COMMUNITIES
27777 FRANKLIN ROAD SUITE 200
SOUTHFIELD, MICHIGAN 48034−8205
MECHANICAL ELECTRICAL ENGINEERING
CONSULTANTS, INC.
14496 N. SHELDON ROAD SUITE 260
PLYMOUTH, MICHIGAN 48170
734.454.5516
ATWELL, L.L.C.
2 TOWNE SQUARE #700
SOUTHFIELD, MICHIGAN 48076
PLUMBING
ATWELL
143 UNION BLVD, SUITE 700
LAKEWOOD, CO 80226
303.462.1100
AMENITY SITE AREA 142,214 S.F.
3.26 ACRES
ZONING
PROPOSED PUD - PLANNED UNIT DEVELOPMENT
SITE DATA
TOTAL GROSS BUILDING AREA
BUILDING DATA
3648 S.F.
LOCATION MAP
NO SCALE
NORTH
BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE
IBC CONSTRUCTION TYPE: 5B
NFPA CONSTRUTION TYPE: V (000)
USE GROUP: A3 - ASSEMBLY/B-BUSINESS
CODE DATA
S.001 GENERAL STRUCTURAL NOTES
S.002 GENERAL STRUCTURAL NOTES
S.003 GENERAL STRUCTURAL NOTES & SPECIAL
INSPECTION SCHEDULES
S.004 SPECIAL INSPECTION SCHEDULES
S.201 FIRST FLOOR - FOUNDATION
S.202 MEZZANINE - FLOOR FRAMING
S.203 ROOF PLAN - FRAMING
S.301 TRUSS ELEVATIONS
S.302 TRUSS ELEVATIONS
S.320 SECTIONS & DETAILS
S.321 SECTIONS & DETAILS
S.322 SECTIONS & DETAILS
S.400 TYPICAL CONCRETE & STEEL DETAILS
S.700 TYPICAL WOOD SECTIONS & DETAILS
S.701 TYPICAL WOOD SECTIONS & DETAILS
S.702 TYPICAL WOOD SECTIONS & DETAILS
ELECTRICAL
M.001 GENERAL MECHANICAL INFORMATION
M.101 FIRST FLOOR - MECHANICAL PLAN
M.102 MEZZANINE - MECHANICAL PLAN
M.103 ROOF - MECHANICAL PLAN
M.201 MECHANICAL DETAILS
M.202 MECHANICAL DETAILS
M.301 MECHANICAL SCHEDULES
M.302 MECHANICAL SCHEDULES
E.001 ELECTRICAL GENERAL INFORMATION
ES.101 SITE PLAN - ELECTRICAL
E.101 FIRST FLOOR - ELECTRICAL PLAN
E.102 MEZZANINE - ELECTRICAL PLANS
E.201 FIRST FLOOR - LIGHTING PLAN
E.300 ELECTRICAL LIGHT FIXTURE SCHEDULE,
CONTROLS LEGEND & DETAILS
E.301 ELECTRICAL PANEL SCHEDULES, DIAGRAMS &
DETAILS
IMEG CORP.
33533 TWELVE MILE ROAD, SUITE 200
FARMINGTON HILLS, MI 48331
248.847.3221
WRIGHT & HUNTER
818 WEST 11 MILE ROAD
ROYAL OAK, MICHIGAN 48067
248.594.5850
P.001 PLUMBING SYMBOL LIST, NOTES &
ABBREVIATIONS
P.101 FIRST FLOOR - SANITARY WASTE AND & VENT
PLAN
P.102 FIRST FLOOR - PLUMBING PLAN
P.103 MEZZANINE - PLUMBING PLANS
P.201 PLUMBING SCHEDULES & DETAILS
TS.101 CLUBHOUSE & POOL BUILDING - LOW VOLTAGE
SITE PLAN
T.101 FIRST FLOOR
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
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L.901
1
L.901
2
L.901
1
SIM.
POOL BUILDING
POO
L
CLUB HOUSEMAIL SHELTER
PAVILIO
N
POOL
SHOWER
6
L.901
5
L.901
STREET C
STREET LSTREET HRICK DRIVE1. ALL DIMENSIONS TO BACK OF CURB UNLESS OTHERWISE NOTED.
2. INSTALL 1/2" EXPANSION JOINT WHERE CONCRETE WALKS MEET BUILDING PORCHES,
TYPICAL.
3. INSTALL 1/2" EXPANSION JOINT WHERE CONCRETE WALKS MEET CURBS, TYPICAL.
4. EXPANSION JOINTS IN CONCRETE SIDEWALKS:
6' WD. SIDEWALK -18' O.C. TYP.
1. 5' WD. SIDEWALK -20' O.C. TYP.
4' WD. SIDEWALK -20' O.C. TYP.
2. 3' WD. SIDEWALK -18' O.C. TYP.
5. CONTROL JOINTS IN CONCRETE SIDEWALKS:
6' WD. SIDEWALK -6' X 6' PANEL
5' WD. SIDEWALK -5' X 5' PANEL
1. 4' WD. SIDEWALK -4' X 4' PANEL
2. 3' WD. SIDEWALK -3' X 3' PANEL
6. ALL RADII ON CONCRETE SIDEWALKS TO BE 5' R. UNLESS OTHERWISE NOTED.
7. ALL ANGLES ASSUMED TO BE 90 DEGREES UNLESS OTHERWISE NOTED.
8. CONCRETE SIDEWALKS TO MEET ENTRIES, PORCHES AND ACCESSIBLE PARKING
ACCESS AISLES FLUSH (NO STEP) UNLESS OTHERWISE NOTED.
9. ALL ACCESSIBLE PARKING SPACES, ACCESS AISLES, VEHICLE PULL-UP SPACES AND
PASSENGER LOADING ZONES TO BE SLOPED A MAXIMUM OF 2%
10. ALL EXTERIOR DOORS WHICH ARE ACCESSIBLE BUILDING ENTRANCES ARE TO HAVE
AN EXTERIOR LANDING THE WIDTH OF THE DOOR x 5'-0" LONG MINIMUM, SLOPED AT A
MAXIMUM OF 2%.
11. SEE CIVIL ENGINEERING DRAWINGS FOR FINAL LAYOUT OF ALL WALKS, ROADS,
CURBS, BUILDINGS, UTILITIES, PARKING LAYOUT, ETC.
12. SEE CIVIL DRAWINGS FOR ALL SITE DEMOLITION OF EXISTING BUILDING AND ALL
ASSOCIATED DEMOLITION, REROUTING AND CAPPING OF EXISTING UTILITIES.
13. SEE LANDSCAPE DRAWINGS FOR DECORATIVE HARDSCAPE, YARD DRAINS,
PLANTERS AND ADDITIONAL GRADING INFORMATION.
14. SEE ELECTRICAL DRAWINGS FOR GENERATOR MANUFACTURER AND SPECIFICATION
REQUIREMENTS, INCLUDING CONCRETE PAD AND CLEARANCES FOR GENERATOR
FROM EQUIPMENT AND BUILDING.
GENERAL LAYOUT NOTES
SITE PLAN LEGEND:
STRING FESTOON LIGHTS, TYP
SPORTS COURT FENCING -?
PEDESTRIAN HEIGHT POLE, TYP 12'-0"
BOLLARD LIGHT, TYP. 42" HT
T TRANSFORMER LOCATION
X X POOL BARRIER FENCE -?
SIGN
0 0
6'-0" HT SOLID CEDAR PERIMETER FENCE
HB HOSE BIBB
ELECTRIC GOLF CART CHARGING STATIONS
SPORT COURT LIGHTING, TYP
STREET LIGHT, TYP -REFER TO ELECTRICAL
HYD
GAS LINEG G
WATER LINE
FIRE HYDRANT
TRASH RECEPTACLE
INDICATES WORK AREA
SIGN, LOCATED
ON SOUTHEAST
CORNER OF
PORTNER DR.
AND TRILBY RD.
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2021 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
ARCHITECTURAL SITE PLAN - CLUB HOUSE,
MAIL BUILDING AND POOL BUILDING
A.S.101
ATW20.072D COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITESFORT COLLINSSCALE:1" = 20'-0"A.S.101
ARCHITECTURAL SITE PLAN1
NORTH
SCALE:1" = 400'-0"A.S.101
OVERALL KEY PLAN2
SPORTS COURT FOUNDATION, BENCHES,
LIGHTING AND ALL MISCELLANEOUS TO BE
PROVIDED BY THE SPORTS AMENITIES INSTALLER
02.18.2022 PERMIT
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MAINTENANCE BUILDINGVERIFY EXACT LOCATION OF
THE MAINTENANCE BUIDLING
WITH LANDSCAPING & CIVIL
DRAWINGS.
INDICATES WORK AREA
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2021 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
ARCHITECTURAL SITE PLAN - MAINTENANCE
BUILDING
A.S.102
ATW20.072D COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITESFORT COLLINSSCALE:1" = 20'-0"A.S.102
ARCHITECTURAL SITE PLAN1
SCALE:1" = 400'-0"A.S.102
OVERALL KEY PLAN2
NORTH
02.18.2022 PERMIT
VAN
ACCESSIBLE
BARRIER FREE
ACCESSIBLE
PREFINISHED
ALUMINUM
POST CAP
ALUMINUM PARKING
SIGNAGE
2"x2" PREFINISHED
ALUMINUM POST
8" DIA. x 42" DEEP
MINIMUM
CONCRETE
FOOTING
CL CL
1'-6"1'-6"1'-6" 4'-2" 6'-8" 1'-6"
GROUND COVER
PER LANDSCAPING
8"8"8"4"4"1/2"
1/2"4"4"4" COMPACTED BASE ON
COMPACTED SUBGRADE
CONCRETE WALK TO BE
4" THICK TYPICAL.
6" THICK WHERE WALK
CROSSES DRIVES
CONTROL JOINT AT 5'-0" O.C.
TYPICAL
4" COMPACTED SAND BASE ON
COMPACTED SUBGRADE
CONCRETE WALK TO BE
4" THICK TYPICAL.
6" THICK WHERE WALK
CROSSES DRIVES
1/2" EXPANSION JOINT AT
20'-0" O.C. MAX
1"GRILLE SUPPORT POST
ROUND OFF TOP OF FOOTING
FOR DRAINAGE
1/2" EXPANSION JOINT
GROUND COVER PER
LANDSCAPING
16" DIAMETER
CONCRETE PIER FOOTING8" 4'-2"BASE PLATE
ELEC CONDUIT IF REQ'D
A-BOLT HOLE
6"X6" COLUMN
6"X6" COLUMN
HANDHOLD W/COVER
HEX NUT BY CONTRACTOR
WASHER & BASE PLATE
1-BOLT SURFACE MOUNT CAISSON FOOTING
20'X20' MESA RAMADA MODEL
1/2" EXPANSION JOINT
FINISH GRADE-
SEE CIVIL
(1)-5/8"X12" A-36 ALL
THREAD A-BOLT W/
(2) HEX NUTS AND
8" MIN. EMBED BY
CONTRACTOR
#3 HORZ. REBAR TIES
6" OC (3) IN TOP 5"
2500 PSI CONCRETE
BY CONTRACTOR
(6) #4 VERTICAL REBAR
3/4" ELECTRICAL
CONDUITCOORDINATE W/STRUCTURAL4'-2" (MIN.)5" 3"3"8"18" SQUARE CONCRETE
FOOTING @ EACH LEG
VERIFY PATIO OR WALK
PAVING WITH CIVIL AND
LANDSCAPE PLANS
GALVANIZED STEEL LEG
EMBEDDED INTO
CONCRETE FOOTING
PRE-FABRICATED STEEL
BENCH
LANDSCAPE PLAN
VERIFY W/ 4'-2"NOTE:
VERIFY FOOTING SIZE, DEPTH, AND OTHER
REQUIREMENTS WITH MANUFACTURERS
RECOMMENDATIONS.
3" 2'-6" 3"
3'-0"
35' ALUMINUM FLAG POLE
ALUMINUM FLASH COLLAR
CONCRETE FOUNDATION WITH
ROUNDED TOP
SEALANT
HARDWOOD WEDGES
DRY SAND TAMPED IN
PLACE
CORRUGATED GALVANIZED
STEEL FOUNDATION TUBE
CENTERING WEDGES
STEEL BASE PLATE
STEEL SUPPORT PLATE
STEEL LIGHTNING GROUND
SPIKE WELDED TO SLEEVE 4'-2" 2"
4" CONCRETE SLAB ON
4" COMPACTED SAND BASE
GAS GRILL BY
OTHERS
GAS LINE SHUT OFF
VALVE
TO GAS SERVICES
4'-0"VERIFY W/STRUCTURAL 4'-2"6" DIAMETER STEEL PIPE
FILLED WITH CONCRETE. ROD
TO INSURE COMPLETE FILL
ROUND OFF TOP OF FOOTING
FOR DRAINAGE
1/2" EXPANSION JOINT, HOLD
DOWN 1/2" FROM TOP OF
PAVEMENT AND FILL WITH
GRAY TRAFFIC SEALANT
CONCRETE/ASPHALT PAVING -
SEE CIVIL ENGINEERING PLANS
16" DIAMETER
CONCRETE PIER FOOTING
VERIFY W/STRUCTURAL
1'-4"
12" LONG #5 BAR
THROUGH BOTTOM
OF PIPE
4'-6"9'-0" 9'-0" 8'-0" 9'-0"
5'-0"4'-6"5'-0"5'-0"6"4' WIDE BLUE STRIPPING FOR
BARRIER FREE PARKING
CONCRETE WALK
PAINTED ACCESSIBLE
SYMBOL
CONCRETE CURB
DETECTABLE WARNING
ACCESSIBLE SIGNAGE4'-0" 3'-0"4'-0" 3'-0"9'-0"8'-0"8'-0"9'-0"5'-0"6'-0"6'-0"CONCRETE CURB
PAINTED ACCESSIBLE
SYMBOL
4' WIDE BLUE STRIPPING FOR
BARRIER FREE PARKING
ACCESSIBLE SIGNS
DETECTABLE WARNING
ACCESSIBLE SIGNS
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2021 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
SITE DETAILS
L.901
ATW20.072D COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITESFORT COLLINSSCALE:1/2" = 1'-0"L.901
ACCESSIBLE SIGNAGE3
SCALE:1" = 1'-0"L.901
CONCRETE CONTROL
/ EXPANSION JOINTS6
SCALE:3/4" = 1'-0"L.901
CHARCOAL GRILL
FOUNDATION DETAIL10
SCALE:1" = 1'-0"L.901
PAVILION FOOTING5
SCALE: 3/4" = 1'-0"L.901
BENCH SECTION8
SCALE: 3/4" = 1'-0"L.901
FLAG POLE7
SCALE:3/4" = 1'-0"L.901
GAS GRILL FOUNDATION9
SCALE:3/4" = 1'-0"L.901
PIPE BOLLARD4
SCALE:1" = 10'-0"L.901
ACCESSIBLE PARKING1
SCALE:1" = 10'-0"L.901
ACCESSIBLE PARKING2
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
FORT COLLINS, CO
4'-2" 2'-0" 6'-0"8'-0"24'-0"
GRADE
B.O. FOOTING 4'-2"8'-0"2'-8" MIN. 1'-4" 2'-0"
ELEVATION
SECTION
PLAN
REFER TO LANDSCAPING
DRAWINGS
FOR ELEVATIONS AND
SECTIONS NOTES.EQ EQ2'-8"24'-0"
FINISH GRADE
BOTTOM OF
FOUNDATION
3'-4"
4" 2'-8" 4"
(4) 2" x 1/2" FLAT BAR THICKENED
PERIMETER AT LASER CUT EDGE,
TYP.
COORDINATE ATTACHMENT WITH
SIGN SUPPLIER
WELD PLATE PER STRUCTURAL
GROUT CMU SOLID, TYP.
#4 AT 32" O.C. EACH SIDE, TYP.
CONCRETE FOOTING SIZE
AND DEPTH PER
STRUCTURAL
95% COMPACTED
SUBGRADE
STANDARD 8" x 8" x 16" CMU,
GROUT SOLID ALL CELLS TO
RECIEVE REBAR
#4 AT 12" O.C. T & B EACH WAY, TYP.
8'-0"8'-0"
T.O. FOOTING
B.O. FOOTING
FINISH GRADE
4'-2" 4'-0"8"4'-0" 4'-0"
REFER TO LANDSCAPING DRAWINGS
FOR ELEVATIONS AND SECTIONS NOTES.
1/2" EXPANSION JOINT
12" DIAMETER
CONCRETE PIER FOOTING
(VERIFY W/STRUCTURAL)
3/4" DRAIN ROCK
GROUND COVER
PER LANDSCAPING
1'-0"
12" DIA. MIN. FOOTING
AT FENCE POSTS,
8'-0" MAX. SPACING 4"6'-4" 4'-2"6'-8"T.O. FOOTING
B.O. FOOTING
FINISH GRADE
TYP.
2" MIN.
TYP.
2" MIN. 2"T.O. FOOTING
B.O. FOOTING
FINISH GRADE
4'-2"4"CONCRETE FOOTING
COMPACTED
SUBGRADE
FORMED
CONCRETE
PEDESTALGROUND COVER
PER LANDSCAPING
#5 BAR CONTINUOUS
CMU PIER GROUT SOLID
W/4 (MIN.) #5 VERTICAL DOWEL
TO FOUNDATION
4'-2"4'-2"DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2021 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
SITE DETAILS
L.902
ATW20.072D COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITESFORT COLLINSSCALE:1/2" = 1'-0"L.902
ENTRY MONUMENT ELEVATION5
SCALE:1/2" = 1'-0"L.902
4'-0" SPLIT RAIL FENCE ELEVATION6
SCALE:1/2" = 1'-0"L.902
6'-0" PRIVACY FENCE ELEVATION7
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
FDRFIRE RESISTANCE RATING REQUIREMENTS
2012 IBC CONSTRUCTION TYPE - VB N.F.P.A. CONSTRUCTION TYPE V (000)
BUILDING ELEMENT FIRE RATINGS (IBC TABLE 601/602)
PRIMARY STRUCTURAL FRAME
BEARING WALLS:
EXTERIOR
INTERIOR
NON-BEARING WALLS AND PARTITIONS:
EXTERIOR X < 5 ONE HOUR, 5 < X < 10 ONE HOUR,
10 < X < 30 ZERO HOUR, X > 30 ZERO HOUR
INTERIOR
FLOOR CONSTRUCTION AND SECONDARY MEMBERS
WALL REQUIREMENTS FIRE RATING REQUIREMENTS
FURNACE ROOMS W/
EQUIPMENT OVER 400,000 BTU/HR
BOILER ROOMS W/ EQUIPMENT
OVER 15 PSI AND 10 HP
LAUNDRY ROOM OVER 100 S.F.
CORRIDOR WALLS
FIREWALLS
SMOKE BARRIERS
SMOKE PARTITIONS
SHAFT ENCLOSURES
EXIT ENCLOSURES
EXIT PASSAGEWAYS
HORIZONTAL EXITS
INFORMATION TECHNOLOGY ROOMS
WITHOUT FIRE SUPPRESSION
0 HOUR
0 HOUR
0 HOUR
0 HOUR
0 HOUR
ONE HOUR (IBC TABLE 509)
ONE HOUR (IBC TABLE 509)
ZERO HOUR (PER IBC SECTION 407.3/710 TABLE 1020.1)
ZERO HOUR (PER IBC SECTION IBC 710)
ONE HOUR (IBC SECTION 407.5/709)
ONE HOUR (PER IBC SECTION 713.4)
ONE HOUR (PER IBC SECTION 707.3, 713.4)
ONE HOUR (PER IBC SECTION 707.3.4, 1024.3)
TWO HOUR (PER IBC SECTION 706)
ZERO HOUR (PER IBC SECTION 407.3/710 TABLE 1020.1)
TWO HOUR (PER IBC SECTION 707.3.4, 1024.3)
ONE HOUR RATED WALLS
TWO HOUR RATED CEILING (PER IBC SECTION 903.2)
CODE DATA
BUILDING CODE:INTERNATIONAL BUILDING CODE -2021
IBC
CONSTRUCTION TYPE:VB
NFPA 220
CONSTRUCTION TYPE:V (000)
USE GROUP:A3 -ASSEMBLY / B -BUSINESS
PLUMBING CODE:INTERNATIONAL PLUMBING CODE -2021
MECHANICAL CODE:INTERNATIONAL MECHANICAL CODE -2021
INTERNATIONAL FUEL GAS CODE -2021
ELECTRICAL CODE:NATIONAL ELECTRICAL CODE -2020
ENERGY CODE:INTERNATIONAL ENERGY CONSERVATION CODE -2021
ACCESSIBILITY:ICC/ANSI A117.1 -2009
FIRE SUPPRESSION:NOT REQUIRED
1TRAVEL DISTANCE22' -0"3
2 MAX. TRAVEL DISTANCE = 36'-0"MAX. TRAVEL DISTANCE = 42'-0"
MAX. TRAVEL
DISTANCE 46'-0"
MAX. TRAVEL DISTANCE = 60'-0"
MAX. TRAVEL
DISTANCE = 33'-0"
MAX. TRAVEL DISTANCE = 29-6"
MAX. TRAVEL DISTANCE = 38'-6"
M A X. TRA V EL D IS TA N CE = 34'-0 "MAX. TRAVEL DISTANCE = 35'-0"MAX. TRAVEL DISTANCE -12'-0"MAX. TRAVEL DISTANCE = 57' -4"TRAVEL DISTANCE33' -0"1
107
2
109
1
1
107
108
3
111
118
6
124
9
33
13
19
1
2
3
2
5
1
2425MAX. TRAVEL DI
STANCE =15'-6"
HEIGHT AND AREA MODIFICATIONS-IBC
ALLOWABLE AREA CALCULATION
(PER IBC SECTION 506)
Aa = [At + (At x If) + (At x Is)]
At = 6,000 S.F. (VB/A-3)
If = (F/P -.25) W/30
= (246/390.25 -.25) 30/30
= 0.380365
Is = 3 (506.3)
Aa = [6,000+ (6,000 x 0.380365)
+ (6,000 x 3)]
= 26,282.19 S.F.
Aa = ALLOWABLE AREA (S.F.)
At = TABULAR ALLOWABLE AREA FACTOR
NS = TABULAR ALLOWABLE AREA FOR NON SPRINKLERED BUILDINGS
If = AREA FACTOR INCREASE DUE TO FRONTAGE
Sa = STORIES ABOVE GRADE PLANE, NOT TO EXCEED 3)
TYPE OF CONSTRUCTION VB
MAXIMUM PERMITTED HEIGHT
PER IBC 1 STORY/40'
ACTUAL HEIGHT
(TO MIDPOINT OF ROOF )1 STORY/13'
AREA CALCULATION
PROPOSED = 3,648 S.F.
MAX. ALLOW. AREA / FLOOR = 26,282.19 S.F.
LIFE SAFETY LEGEND
EXIT
TRAVEL DISTANCE
DENOTES STORAGE AREA
1.EGRESS WIDTH, THE MINIMUM WIDTH, IN INCHES, OF ANY MEANS OF EGRESS COMPONENT SHALL NOT BE
LESS THAN SPECIFIED COMPONENT.
105.3.2 OTHER EGRESS COMPONENTS:0.15 INCHES PER OCCUPANT
EGRESS WIDTH CALCULATIONS
DOOR #
PAIR OF 3' 0" ALUMINUM & GLASS1
DOOR DESCRIPTION EGRESS
WIDTH REQD.
EGRESS WIDTH
PROVIDED
2
3
3' 0" ALUMINUM & GLASS
EGRESS WIDTH FROM BUILDING
= 257 OCCUPANTS x 0.15 INCHES PER OCCUPANT = 38.55" 180"
72"18.6"
3.75"
16.35"
36"
72"PAIR OF 3' 0" ALUMINUM & GLASS
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
CODE ANALYSIS
A.C.001
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:3/16" = 1'-0"A.C.001
CODE ANALYSIS1
OCCUPANT LOAD CALCULATIONS
ROOM NAME AREA
AREA PER
OCCUPANT
OCCUPANT
LOAD
101 ENTRY HALLWAY 286 SF 50 SF 6
102 GUEST SERVICES 138 SF 100 SF 2
103 JANITOR 54 SF 150 SF 1
104 MANAGER'S OFFICE 121 SF 100 SF 2
105 HALLWAY 157 SF 50 SF 4
106 I.T./ELECT.70 SF 300 SF 1
107 MEN'S 124 SF 50 SF 3
108 WOMEN'S 120 SF 50 SF 3
109 FITNESS ROOM 411 SF 50 SF 9
110 COMMUNITY ROOM 1064 SF 5 SF 213
111 COAT ROOM 35 SF 300 SF 1
112 STORAGE 99 SF 300 SF 1
113 KITCHEN 160 SF 100 SF 2
114 RETAIL 152 SF 100 SF 2
115 STORAGE 158 SF 300 SF 1
116 PREPARATION/CLOSING 157 SF 30 SF 6
TOTAL OCCUPANT LOAD 257
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
SERVICE GARAGE OCCUPANT LOAD
117
ROOM NAME AREA OCCUPANT LOAD
SERVICE GARAGE 317 SF 300 1
FORWARD & PARALLEL
APPROACH
ELECTRIC WATER COOLER & BOTTLE FILLER
SIGNAGE
STANDARD BARRIER FREE MOUNTING HEIGHTS
WALL MOUNTED LAVATORY WATER CLOSETSCOUNTERTOP MOUNTED LAVATORY URINALS
THE SPOUT MUST
PROVIDE A FLOW
OF WATER 4" HIGH
MINIMUM
PICTOGRAM
MIN 6"x6" OVERALL
DELAYED
EGRESS
PANIC
DEVICE
AREA OF
DELAYED
EGRESS
SIGNAGE
SIGNAGE
MED. CAB. -
SEE INT. ELEV.
W.C. W/ FLUSH
VALVE MAY OCCUR
OPEN
MIRROR - SEE
INTERIOR
ELEVATIONS
MODESTY
PANEL
**FLUSH CONTROLS MUST BE LOCATED
ON THE OPEN SIDE OF THE WATER
CLOSET.
INSULATED
COVER
TO PROTECT
AGAINST
CONTACT
PARTITION
SEE PLANS
FLOOR MOUNTEDWALL MOUNTED
PROVIDE AND INSTALL INSULATED COVER ON
ALL EXPOSED WATER SUPPLY AND DRAIN PIPES
UNDER LAVATORIES TO PROTECT AGAINST
CONTACT. THERE MUST BE NO SHARP OR
ABRASIVE SURFACES UNDER LAVATORIES.
40" MAX AFF TO
BOTTOM OF
REFLECTING SURFACE
8"60"17" MIN
34" MAX15" MIN
34" MAX15" MIN
30" MIN 42" MIN 18" HOLD 19" MAX17" MIN -33" MIN - 36" MAX33" MIN - 36" MAX19" MAX17" MIN -48" MAX30" MIN 30" MIN
SIGNAGE AND CONTROLS
SIGNAGE MUST BE MOUNTED ON THE WALL ADJACENT TO LATCH SIDE OF DOOR.
WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, SIGNAGE
MUST BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT MUST BE
60" A.F.F. TO THE CENTERLINE OF SIGN.
SIGNS CONTAINING TACTILE CHARACTERS MUST HAVE AN 18" MIN. BY 18" MIN.
CLEAR FLOOR SPACE, CENTERED ON THE SIGN, BEYOND THE ARC OF ANY DOOR
SWING BETWEEN THE CLOSED POSITION AND A 45 DEGREE OPEN POSITION.
TACTILE EXIT SIGNS: A TACTILE SIGN STATING "EXIT" AND COMPLYING WITH
ICC/ANSI A117.1 CHAPTER 7 MUST BE PROVIDED ADJACENT TO EACH DOOR TO AN
EGRESS STAIRWAY, AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE.
ACCESSIBLE SIGNAGE: ALL REQUIRED ACCESSIBLE ELEMENTS MUST BE IDENTIFIED
BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING
LOCATIONS:
1. ACCESSIBLE PARKING SPACES.
2. ACCESSIBLE PASSENGER LOADING ZONES.
3. ACCESSIBLE UNISEX TOILET AND BATHING ROOMS.
4. ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE
ACCESSIBLE.
5. ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE
ACCESSIBLE.
6. FAMILY OR ASSISTED-USE TOILET AND BATHING ROOMS.
7. ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE
NOT ALL SUCH ROOMS ARE ACCESSIBLE.
8. ACCESSIBLE AREAS OF REFUGE.
9. EXTERIOR AREAS FOR ASSISTED RESCUE.
A TACTILE SIGN MUST BE PROVIDED AT ALL LOCATIONS WHERE PICTORIAL
SIGNAGE IS USED TO LABEL PERMANENT ROOMS OR SPACES (I.E. RESTROOMS),
COMPLYING WITH ICC/ANSI A117.1 CHAPTER 7 AND MUST BE PROVIDED ADJACENT
TO EACH DOOR.
OCCUPANT LOAD SIGNAGE: EVERY ROOM OR SPACE THAT IS AN ASSEMBLY
OCCUPANCY MUST HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED
NEAR THE MAIN EXIT.
12" MAX 42" MIN
39" MIN - 41" MAX 18" MIN
39" MIN - 41" MAX
CL
CLCL48" MAX17" MAX39" MIN - 41" MAX 18" MIN
CL
CL
11"
17" MIN 5"44" MAX TO SHELFTOP OF SINK RIM34" MAX9" MIN27" MIN6 1/2" MAX
SINK DEPTH
29" MINTOP OF SINK RIM34" MAX29" MINMIRROR - SEE
INTERIOR
ELEVATIONS
40" MAX AFF TO
BOTTOM OF
REFLECTING SURFACE
LIGHT FIXTURELIGHT FIXTURE
27" MIN29" MIN9" MIN27" MIN29" MINCL
CLEQ EQ EQ EQ
CL
CL* URINALS SHALL BE
13 1/2" MIN IN DEPTH
18" MIN18" MINCL
SIGNAGE
24" 12"26" MAX22" MIN - MIN1 1/2"DISPENSER LOCATION40" MAXACCESSORY MOUNTING HEIGHTS SOAP DISPENSERSANITARYNAPKINDISPENSERDRAPERY/SHADE/ BLINDSCONTROLSWASTERECEPTACLETOILET SEATCOVERDISPENSER EACHSTALLSANITARY NAPKINDISPOSAL (WOMEN'STOILET ONLY)TOWELDISPENSER &WASTERECEPTACLEELEC.
DEVICES 8"
ABOVE ALL
COUNTERTOPSTVRECEPTACLESTELEPHONE/DATA OUTLETTV OUTLETTELEPHONE/DATA OUTLETINTERCOM STATIONINDIMMER SWITCHLIGHT SWITCHESPROXIMITY SWITCHPS THERMOSTAT/HVAC CONTROLST FIRE ALARM PULL STATIONF EMERGENCY CALLTOWEL BAR OR SHELFLIGHT SWITCHESELECTRICAL PANELOR CABINET (TOPBREAKER)TYP.
ELEC.
PANELTOWELDISPENSERRECEPTACLES ABOVECOUNTERHAND/HAIRDRYERFOLD DOWNBABY CHANGINGSTATIONNOTE: DO NOT LOCATE
TOILET ACCESSORIES
WITHIN 24" OF AN INSIDE
CORNER FIRE EXTINGUISHERCABINETS (40# ORLESS)CLOTHES HOOKS/ROBE HOOKSTVRECEPTACLESTELEPHONE/DATA OUTLETTV OUTLETAT ALL BARRIER FREE
AREAS AT ALL PUBLIC AREA TOILET ROOMSCLOTHESHOOKS/ ROBEHOOKSDWELLING UNITELECTRICAL PANEL (TOPBREAKER)D.U.
ELEC.
PANEL
TVFIRE ALARMDEVICESTV
MOUNTING -
SEE
INTERIOR
ELEVATIONS
FOR EXACT
LOCATIONSFIRE EXTINGUISHERCABINETS (OVER 40#)18"24"8"COUNTER HEIGHT42" 47"50 1/2"30 1/2"42"60"66"AT ALL BARRIER FREE DWELLING UNITS & SLEEPING UNITS(TO TOP BREAKER)48"WHICHEVER IS LESS80" A.F.F. OR 6" BELOW FINISH CEILING66" / 72"5"30"(TO TOP BREAKER)60"66"66"15"EQ EQ EQ EQ
REFER TO STANDARD
BARRIER FREE
MOUNTING HEIGHTS FOR
SHELVES LOCATED IN
PUBLIC AREAS OR
BARRIER FREE
DWELLING UNITSSHELF AND RODSHELVES (SEEPLANS FOR QTY)RECEPTACLESAT FITNESS ROOM8"27" MIN.MIN.
8"
MIN.
11"TO SPOUT OUTLET36" MAX.TO CONTROLS48" MAX.15" MIN.CL5" MAX.E.W.C. &
BOTTLE
FILLER 3 1/2" MAX. ATPARALLEL APPROACHTO SPOUT OUTLET38" MIN - 43" MAXDRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
CODE ANALYSIS
A.C.002
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINS01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
FDRA.202 1
A.2022
2
A.301
1
A.301
STORAGE
115
GUEST
SERVICES
102
MANAGER'S
OFFICE
104
I.T./ELECT.
106
ENTRY
HALLWAY
101
COUNTER5 1/2"7'-0"3 1/2"12'-0"
3 1/2"
13'-9"5 1/2"10'-1"5 1/2"16'-2 1/2"
3 1/2"
8'-2"
5 1/2"
PASS THRU
WINDOW
W5
C
W5
C
W5
D
102A104106
116
W5
B
W5
C
W5
C
W5
C
103
FEATURE WALL102B
2 2
3
A
A
HDF
6 65 1/2"15'-6"5 1/2"5'-0 1/2"3 1/2"8'-8"5 1/2"5'-1"3 1/2"10'-2 1/2"5 1/2"3
A.301
A.601 14
A.601 12
PREPARATION/CLOSING
116
4
1 1
C
J
J
E G
A.201
2
157 SF
HALLWAY
105
FITNESS
ROOM
109
MEN'S
107
COMMUNITY
ROOM
110
ATTIC
LADDER
WOMEN'S
108
STORAGE
112
KITCHEN
113
REF
JANITOR
103
W4
B
W5
B
112
109
W5
D
A.6019A.601
W5
E
W5
E
6
7
8
A.601
4
2
3 1
A.6015
7'-6 1/4" 2'-6"
105B
SEATING FOR 48 AT
6 ROUND TABLES.
TABLES & CHAIRS
N.I.C.
F.E.C.
B
W5
D
W5
C
W5
D
W5
B
W5
B
RENT DROP
BOX
KNOX BOX
FRP PANELS
@ ALL
WALLS
THIS ROOM
3/4" A/C
PLYWOOD
FROM
4" TO 8'-4" A.F.F.
WATER SERVICE
108107
110B
DW
10 COAT
ROOM
111
RETAIL AREA 160 SF.
111
A.621 713'-0"5 1/2"8'-4"5 1/2"7'-8 1/2"A.601
8
9
6
SIM.4'-5 1/2"6'-4"6'-4 1/2" 4'-0"
2
A.401
1
A.401
2
A.402
1
A.402
1
A.403
2
A.403
3
A.401
1
A.404
10'-2"
3 1/2"
5'-7"
3 1/2"
8'-10" 3 1/2"
6"
5 1/2"
7'-2"
3 1/2"
4'-8"5 1/2"10'-2 1/2"3 1/2"35'-6"5 1/2"15'-7"5'-3"1"3'-0"3 1/2"5'-4 1/2"3'-5 1/4" 5'-4 3/4"1"3'-0"3 1/2"5'-4 1/2"5 1/2"4'-9 1/4" 5'-4 3/4"
W5
D
W5
D
W5
D
6"
1'-8 3/4"6"
115
A.601
15
16
12
A.713
1
A.405
IRRIGATION
CONTROLLER
(SEE MECHANICAL
DRAWINGS)
5 5
2.9
105A
BB
B
B
B
AAA
110A
AAA
2
A.405
RETAIL
114
1'-6"6X6 STEEL
TUBE SECTION
SHADED AREA
INDICATES
EXTENT OF
MECH.
MEZZANINE
ABOVE
TABLE CART -
N.I.C.
TABLE CART -
N.I.C.
F.E.C.
1'-0"3'-0"10'-0"17
MIRRORS MIRRORS
AA
E
C
A.601 11
EQ EQ
17'-4"80'-0" 9'-6"7'-5"39'-7"47'-0" 5'-0"6'-0"70'-0"4'-0"
29'-10"20'-0"20'-0"10'-2"
EQ. EQ.19'-10" 8'-6" 11'-3" 15'-1"18'-0" 6'-6"80'-0"16'-0"4'-4" 7'-0" 7'-0"10'-8" 2'-0"
17'-4"6'-0"14'-6"10'-10"14'-0"14'-0"16'-8"
16'-2 1/2"
10147'-0" 5'-0"31'-0" 8'-0" 8'-0" 9'-6"5 1/2"26'-9"5 1/2"12'-7"39'-2 1/2"
SEE ELECTRICAL
DRAWINGS FOR
TV (NOT N.I.C.)TV (NOT
N.I.C.)
T.V. (N.I.C.)
6'-0" 5'-4" 5'-4" 5'-4" 11'-5 1/8" 5'-5" 8'-0" 7'-0" 6'-6" 6'-6" 7'-0" 6'-8"
W1
A
EQ. EQ.
W5
D
W5
D
W1
A
W1
A
W1
A
W1
A
17'-0"6" 5'-6"33'-4"12'-0"28'-8"
1'-6"2'-1 1/2"
HALF
WALL
BELOW
W5
E
W5
C W5
E
W5
C
W5
E
6
A.410
W1
A
W1
A
W1
A
W1
A
5'-4"12'-0"
13
1
A.406
A.406
2
GARAGE
117117B
117A
A.410
424'-8"4
A.406
M2
A
M2
A
M2
A
M2
A
HORIZONTAL
SIDINGS TO
8" A.F.F.AT
THESE WALLS
ONLY
D
3" PVC
DRAINS
3" PVC
DRAINS SLOPE SLAB TO
DRAIN
SLOPE SLAB
TO DRAIN
WALL LEGEND:
STUD INTERIOR WALL W/ 1 LAYER OF
GYPSUM BOARD EACH SIDE
**NOTE: WALL LEGEND SHOWN FOR GRAPHICAL REFERENCE ONLY. REFER TO WALL
TYPES AND SECTIONS FOR ADDITIONAL DETAILS AND INFORMATION.
STUD INTERIOR WALL W/ 1 LAYER OF
GYP. BD. ONE SIDE
STUD EXTERIOR WALL W/ 1 LAYER OF GYP.
BD. INTERIOR &
SHEATHING AND SIDING EXTERIOR
GENERAL PLAN NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
11.
12.
13.
UTILIZE 2x6 WOOD STUDS AND 2x4 WOOD STUDS AT
16" O.C. MAINTAIN 2x6 WOOD STUDS AT ALL
PLUMBING AND CHASE WALLS. (VERIFY WITH PLANS
AND WALL TYPE SHEET).
ALL DIMENSIONS ARE TO FACE OF SHEATHING,
CENTERLINE OF OPENINGS FOR DOORS AND
WINDOWS AT EXTERIOR WALLS.
PROVIDE AND INSTALL SEALANT AT INTERSECTION
OF ALL GYPSUM BOARD PARTITIONS AND MASONRY
WALLS, (BOTH SIDES OF PARTITIONS).
VERIFY SIZE AND LOCATION OF MECHANICAL AND
ELECTRICAL EQUIPMENT, PADS, PENETRATIONS AND
SUPPORTS WITH MECHANICAL AND ELECTRICAL
DRAWINGS.
SLOPE CONCRETE FLOORS TO DRAINS AT 1/8" PER
FOOT MINIMUM WHILE KEEPING FLOOR LEVEL AT
WALL BASE CONDITION.
PLANS INDICATE MINIMUM REQUIREMENTS FOR FIRE
EXTINGUISHERS, PROVIDE ADDITIONAL
EXTINGUISHERS IF REQUIRED BY AUTHORITY HAVING
JURISDICTION.
COORDINATE ALL METER LOCATIONS WITH CIVIL,
PLUMBING AND ELECTRICAL DRAWINGS.
COORDINATE TRANSFORMER PAD LOCATION WITH
CIVIL AND ELECTRICAL DRAWINGS.
SEE SHEET A701 FOR ROOM FINISH AND WINDOW
SCHEDULES.
SEE SHEET A711 FOR DOOR SCHEDULE.
SEE SHEET A721 FOR WALL TYPES AND RATED
ASSEMBLIES.
SEE SHEET A801 FOR REFLECTED CEILING PLANS.
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
FLOOR PLAN
A.101
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:1/4" = 1'-0"A.101
FIRST FLOOR1
NORTH
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
FE
EXHAUST DUCT
3 3
OPEN
TO
BELOW
2.9 2.9
METAL PIPE
RAIL 42" TALL
METAL LADDER
3 3
2.9 2.9
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
ATTIC PLAN
A.102
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:1/4" = 1'-0"A.102
MEZZANINE FLOOR PLAN1
SCALE:1/4" = 1'-0"A.102
MEZZANINE REFLECTED
CEILING PLAN3
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
DS DOWNSPOUT
RIDGE VENT
SEE DETAIL
ATTIC ACCESS
SEE DETAIL
PIPE/DUCT PENETRATIONS -SEE
MECHANICAL
ICE AND WATER SHIELD
ROOF PLAN LEGEND
CONTINUOUS SNOW GUARD
CONTINUOUS SOFFIT VENT
STANDING SEAM ROOF
ASPHALT SHINGLES ROOF
OUTLINE OF
EXTERIOR WALL
SEE FLOOR PLAN
ROOF PLAN WALL LEGEND
OUTLINE OF
PORCH COLUMN
SEE FLOOR PLAN
TOTAL ROOF SQUARE FOOTAGE
TOTAL VENTILATION REQUIRED
VENTILATION REQUIRED @ RIDGE
VENTILATION REQUIRED @ SOFFIT
VENTILATION PROVIDED @ RIDGE
NET FREE RIDGE VENTILATION
PROVIDED BY PEAK FILTER VENT
9 SQ. IN. OF VENTILATION PER LINEAR FOOT
TOTAL SQ. FT. OF RIDGE VENT PROVIDED
VENTILATION PROVIDED @ SOFFIT
ALUMINUM UNDEREAVE CONTINUOUS SOFFIT VENT
AIR VENT: 2" CONTINUOUS SOFFIT VENT
NET FREE VENTED AREA = 9 SQ. IN. PER VENT
9 SQ. IN. NFA = .06 SQ. FT. NFA
TOTAL SQ. FT. OF SOFFIT VENT PROVIDED:
3,648 SF
3,648 SF x (1/300) = 12.16 SF
12.16 SF / 2 = 6.08 SF
12.16 SF / 2 = 6.08 SF
9 SI per FT / (144 SI) = .06 SF/LF
105 LF x ( .06 SF/LF) = 6.3 SF
130.5 LF x .06 SF = 7.8 SF
7.8 SF
ROOF VENTILATION CALCULATIONS
ROOF AREA:
STANDING SEAM ROOF NOTES
1.
2.
ROOF DETAILS ARE SCHEMATIC. PLEASE REFER TO MANUFACTURER'S
RECOMMENDATIONS AND SPECIFIC PRODUCT LITERATURE FOR ACCEPTABLE
MATERIALS, ACCESSORIES AND INSTALLATION PROCEDURES.
INSTALL ICE AND WATER SHIELD OVER ENTIRE STANDING SEAM METAL ROOF.3:123:122 2
3
A
A
HDF
6 6
4
1 1
9:12
9:129:12
C J
J
E GB 3:122
A.401
1
A.401
1
A.402
1
A.403
2
A.403
3
A.401
9:129:12
5 5
2.9
2
A.109
2
A.405
9:129:129:129:12
9:12
9:12
6"1'-6"1'-6"6"
6
A.109
6
A.1096:126:126:126:126:126:126:126:129:12
7
A.410
1
A.406
5
A.109
6
A.411
4
A.406
SADDLE @
CHIMNEY
STANDING SEAM METAL ROOF ON
ROOF FELT ON
ICE & WATER SHIELD ON
3/4" SHEATHING ON
WOOD TRUSSES 24 " OC
CONTINUOUS RIDGE VENT
CONTINUOUS OPENING IN
ROOF SHEATHING
RIDGE FLASHING
SEALANT AT ENTIRE
PERIMETER
METAL CLAMPING RING
RUBBERIZED BOOT FLASHING
SEALANT AT ENTIRE
PERIMETER
STANDING SEAM METAL ROOF OR
ASPHALT SHINGLES ON
ROOF FELT ON
ICE & WATER SHIELD ON
3/4" ROOF SHEATHING ON
WOOD TRUSSES @ 24" O.C.
4" MAXIMUM PIPE PENETRATION
IN PAN OF METAL ROOF PANEL ONLY
CONTINUOUS SEALANT AT ALL
JOINTS
STANDING SEAM RIB BEYOND
SHINGLES
36" WIDE ROLLED ROOFING,
CENTERED ON VALLEY
36" WIDE ICE AND
WATER SHIELD,
CENTERED ON VALLEY
ROOF SHEATHING
ROOF TRUSSES OR
FRAMING
BUILDING FELT
STRAIGHT LINE CUT
AT SHINGLE OVERLAP
STANDING SEAM
ROOF
CONTINUOUS OPENING IN
ROOF SHEATHING
SHINGLES ON
ROOF FELT ON
ROOF SHEATHING ON
WOOD ROOF TRUSSES 24 " OC
CONTINUOUS RIDGE VENT,
SHINGLE-OVER
ROOF TRUSS OR FRAMING
ROOF SHEATHING
ROOF FELT
MEMBRANE FLASHING
OVER METAL CLOSURE
STANDING
SEAM
METAL
CLOSURE
RIDGE CLOSURE
SHINGLES
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
ROOF PLAN
A.109
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSNORTH
SCALE:1/4" = 1'-0"A.109
ROOF PLAN1
SCALE:1 1/2" = 1'-0"A.109
RIDGE VENT2
SCALE: 1 1/2" = 1'-0"A.109
PIPE THRU PITCHED ROOF3
SCALE: 1 1/2" = 1'-0"A.109
VALLEY DETAIL4
SCALE:1 1/2" = 1'-0"A.109
RIDGE VENT @ SHINGLES5
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
SCALE:1 1/2" = 1'-0"A.109
PITCH TRANSITION6
RFIRST FLOOR
ATTIC
BOTT. OF FOUNDATION
TRUSS BEARING
1'-1 1/8"1'-0"8'-0"8"3'-6"GRADE
1X4 TRIM, TYP. AT ALL WINDOWS
HORIZONTAL SIDING
MANUFACTURED STONE VENEER
ASPHALT SHINGLES
ALUMINUM & GLASS ENTRY
DOORS & TRANSOM
MANUFACTURED STONE
STANDING SEAM METAL ROOF
1X6 CORNER BOARDS
A
DECORATIVE METAL CHIMNEY
CAP
C JEGB
2
A.401
1
A.4021
A.403
CORNICE
CONTINUOUS RIDGE VENT
ASPHALT SHINGLE ROOF
1x6 FASCIA AT DORMERS
STANDING SEAM METAL ROOF
SNOW GUARD
1x8 FASCIA BOARD
ALUMINUM GUTTER
ALUMINUM DOWNSPOUT
STONE WATER TABLE
CEMENT SPLASH BLOCK
9
12
2
A.405
BBB
LIMESTONE CAP
9
12
101
CL.CL.
6
A.410
STEEL GATE
ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL (A.E.S.S.)
HEAD HEIGHT
9'-0"4'-2"SERVICE T.B.
117A
6
A.411
9
12
3
12
1X6 COMPOSITE
CORNER
TRIM
MANUFACTURED STONE VENEER
STONE WATER TABLE
1X8 FASCIA
KNOX BOX
RENT DEPOSIT BOX
ELEVATION KEY
1
201
2
201
1 202
2202
FIRST FLOOR
ATTIC
BOTT. OF FOUNDATION
TRUSS BEARING
GRADE
AHDFCJEGB
2
A.401
1
A.403 CONTINUOUS RIDGE VENT
ASPHALT SHINGLE ROOF
1x6 FASCIA
HORIZONTAL SIDING
1x8 FASCIA
ALUMINUM GUTTER
ALUMINUM DOWNSPOUT
1X4 TRIM, TYP. AT ALL WINDOWS
STONE WATER TABLE
DECORATIVE METAL
CHIMNEY CAP
CORNICE
CONTINUOUS RIDGE VENT
ASPHALT SHINGLE ROOF
STANDING SEAM METAL
ROOF
SNOW GUARD
1x8 FASCIA
ALUMINUM GUTTER
MANIFACTURED STONE
VENEER
2
A.405
AA
110A
A AA A
C
AA
9
12
9
12
1x6 CORNER TRIP, TYP.
LOUVERS, SEE MECHANICAL
1X4 TRIM BOARD
CL.
CL.
STONE WALL CAP
MANUFACTURED STONE VENEER 3'-6" 8" 8'-0" 1'-0"1'-1 1/8"
HEAD HEIGHT
4'-2" 9'-0"
SERVICE T.B.
6
A.411
STANDING SEAM METAL
ROOF
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
BUILDING ELEVATIONS
A.201
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:1/4" = 1'-0"A.201
FRONT ELEVATION1
SCALE:1/4" = 1'-0"A.201
REAR ELEVATION2
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
RFIRST FLOOR
ATTIC
BOTT. OF FOUNDATION
TRUSS BEARING
GRADE9'-0"2 3 641
MANUFACTURED STONE FACED
CONCRETE MASONRY UNIT SCREEN
WALL W/ MANUFACTURED STONE CAP
1
A.401
2
A.402
2
A.403
STANDING SEAM METAL ROOF
SNOW GUARD
HSS 12x12 STRUCTURAL STEEL COLUMN
LIMESTONE CAP
MANUFACTURED STONE VENEER
SNOW GUARD
ALUMINUM DOWNSPOUT
1x8 FASCIA
1x6 CORNER TRIM
HORIZONTAL SIDING
SPLASH BLOCK
3
12
3
12
DECORATIVE METAL
CHIMNEY CAP
CORNICE
52.9
105A
6
12
6
12
HEAD HEIGHT1'-1 1/8"1'-0"8'-0"8"3'-6"9'-0"4'-2"7
A.410
1
A.406
SCREEN WALL
117B
1x4 TRIM BOARD
TYP. AT DOORS
4
A.406
1X8 FASCIA
1X6 TRIM
FIRST FLOOR
BOTT. OF FOUNDATION
TRUSS BEARING
GRADE1'-0"8'-0"8"3'-6"1x6 TRIM
STANDING SEAM METAL ROOF
MANUFACTURED STONE
MANUFACTURED STONE
CEMENT SPLASH BLOCK
1X6 CORNER BOARDS
264 1
1
A.401
2
A.402
CONCRETE
SPLASH
BLOCK
4'-4" 4'-2"
SNOW GUARD
1x10 TRIM
HSS 12x12 STRUCTURAL STEEL COLUMN
LIMESTONE CAP
MANUFACTURED STONE VENEER
SNOW GUARD
1x8 FASCIA
ALUMINUM GUTTER
ALUMINUM
DOWNSPOUT
1x6 CORNER TRIM
HORIZONTAL SIDING
1X4 TRIM, TYP. AT ALL
WINDOWS
5 2.9
BB
8'-6"
GUTTER AND DOWNSPOUT
1x8 FASCIA
1x6 TRIM
1x8 FASCIA
4 5 8'-4" 4'-2" 10'-6"3
12
6
12
3
12
ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL
HEAD HEIGHT
9'-0"4'-2"STONE WATER TABLE
CEMENT BOARD WRAPPED
COLUMN
MANUFACTURED STONE VENEER23'-0"7
A.410
ELEVATION KEY
201
201
1 202
202
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
BUILDING ELEVATIONS
A.202
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:1/4" = 1'-0"A.202
SIDE ELEVATION1
SCALE: 1/4" = 1'-0"A.202
SIDE ELEVATION2
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
FIRST FLOOR
ATTIC
BOTT. OF FOUNDATION
TRUSS BEARING
1
A.301
GRADE1'-1 1/8"9'-0"3'-6"2 3 6
COMMUNITY
ROOM
110
ENTRY
HALLWAY
101
41
116
52.9
4'-2"FIRST FLOOR
ATTIC
BOTT. OF FOUNDATION
TRUSS BEARING
GRADE9'-0"3'-6"A HDF
COMMUNITY
ROOM
110
J
STORAGE
112
FITNESS
ROOM
109
SERVICE T.B.
FIRST FLOOR
ATTIC
BOTT. OF FOUNDATION
TRUSS BEARING
1
A.301
GRADE
2364
HALLWAY
105
MANAGER'S
OFFICE
104
FITNESS
ROOM
109
5
A.403
1
1'-1 1/8"9'-0"4'-2"DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
BUILDING SECTIONS
A.301
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:3/16" = 1'-0"A.301
BUILDING SECTION2
SCALE: 3/16" = 1'-0"A.301
BUILDING SECTION1
SCALE:3/16" = 1'-0"A.301
BUILDING SECTION3
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
FIRST FLOOR
BOTT. OF FOUNDATION
TRUSS BEARING
GRADE
J
ASPHALT SHINGLE ROOF ON
ICE & WATER SHIELD ON
ROOF SHEATHING
STANDING SEAM METAL ROOF ON
ICE & WATER SHIELD ON
#15 FELT PAPER ON
ROOF SHEATHING
6'-8"2'-4"8"3'-6"5" CONCRETE SLAB W/ W.W.F.
REINFORCING (SEE STRUCTURAL) ON
VAPOR BARRIER ON
4" MINIMUM COMPACTED GRANULAR
BASE
24" O.C.
5/8" GYP. BOARD ON
1/2" RESILIENT CHANNELS ON
WOOD TRUSSES AT 24" O.C.
WOOD TRUSSES @
24" O.C.
BASE
2x6 PRESERVATIVE TREATED
(P.T.) WOOD SILL PLATE W/ SILL
SEALER AND ANCHOR (SEE
STRUCTURAL)
3"x24" CONTINUOUS HORIZONTAL &
VERTICAL RIGID INSULATION (R-15 MIN.)
1/2" EXPANSION JOINT
CONCRETE FOUNDATION W/
REINFORCING (SEE STRUCTURAL)
1X8 FASCIA BOARD
MANUFACTURED STONE VENEER ON
1/2" SCRATCH COAT WITH EXPANDED
METAL LATH ON
3/4" RIGID INSULATION (R-5) ON
1/2" EXTERIOR SHEATHING ON
2X6 WOOD STUDS @
16" O.C. WITH BATT INSULATION
LIMESTONE WALL CAP9'-0"4'-2" 6"
HORIZONTAL SIDING ON
3/4" MAX. RIGID INSULATION (R-5 MIN.) ON
1/2" SHEATHING ON
2x6 WOOD STUDS @ 16" O.C. WITH
BATT INSULATION (R-19 MIN.)
PORCH BOARD ON
2X4 WOOD FRAMING @
16.\" O.C.
GABLE TRUSS
1X6 TRIM BOARD
2'-0"2'-2"(2) 2X6 WOOD BLOCKING
FOUNDATION WEEP SCREED
FIRST FLOOR
BOTT. OF FOUNDATION
TRUSS BEARING
GRADE
5" CONCRETE SLAB W/ W.W.F.
REINFORCING (SEE STRUCTURAL) ON
VAPOR BARRIER ON
R-5 RIGID INSULATION ON
4" MINIMUM COMPACTED GRANULAR
BASE
BASE
2x6 PRESERVATIVE TREATED
(P.T.) WOOD SILL PLATE W/ SILL
SEALER AND ANCHOR (SEE
STRUCTURAL)
3"x24" CONTINUOUS HORIZONTAL &
VERTICAL RIGID INSULATION (R-15
MIN.)
1/2" EXPANSION JOINT
CONCRETE FOUNDATION W/
STEEL REINFORCING (SEE STRUCTURAL)8"3'-6"2'-4"5'-8"1'-0"9'-0"4'-2"STANDING STEAM METAL ROOF ON
ICE & WATER SHIELD ON
ROOF SHEATHING
1x8 FASCIA BOARD ON
2x8 BLOCKING
ALUMINUM GUTTER BELOW ICE
AND SNOW SLIDE LINE
CONCRETE SPLASH BLOCK
PORCH BOARD AT SOFFIT
UNDERSIDE ON
2X4 WOOD FRAMING @
16" O.C.
1x6 TRIM BOARD
1X4 TRIM BOARD
AT WINDOWS (TYP.)
SNOW GUARD
5/8" GYP. BOARD ON
1/2" RESILIENT CHANNELS ON
WOOD TRUSSES AT 24" O.C.
(2) 2X TOP PLATE
HEADER, SEE STRUCTURAL
5
2" SOFFIT VENT
A.713
4
A.713
3
2
A.713
GALVANIZED ANGLE,
SEE STRUCTURAL LIMESTONE WALL CAP
HURRICANE TIES,
SEE STRUCTURAL
MANUFACTURED STONE VENEER ON
1/2" SCRATCH COAT WITH EXPANDED
METAL LATH ON
3/4" RIGID INSULATION (R-5) ON
1/2" EXTERIOR SHEATHING ON
2X6 WOOD STUDS @
16" O.C. WITH BATT INSULATION (R-19)
HORIZONTAL SIDING ON
3/4" MAX. RIGID INSULATION (R-5 MIN.) ON
1/2" SHEATHING ON
2x6 WOOD STUDS @ 16" O.C. WITH
BATT INSULATION (R-19 MIN.)
HEAD HEIGHT
SERVICE T.B.
2'-0"
FOUNDATION WEEP SCREED
1'-6"
METAL DRIP EDGE
INSULATION BAFFLE
FIRST FLOOR
BOTT. OF FOUNDATION
TRUSS BEARING
GRADE
ACB
A.411
3
DOUBLE TOP PLATE
HEADER, SEE STRUCTURAL
ROOF TRUSSES AT
24" O.C.
MANUFACTURED STONE VENEER ON
1/2" SCRATCH COAT WITH EXPANDED
METAL LATH ON
1/2" EXTERIOR SHEATHING ON
2X6 WOOD STUDS @
16" O.C. WITH BATT INSULATION
HSS 6X6X3/8 STEEL COLUMN,
SEE STRUCTURAL
CEMENT BOARD ON
3/4" SHEATHING ON
2X WOOD FRAMING ON
6X6 STEEL COLUMN
5" CONCRETE SLAB W/ W.W.F.
REINFORCING (SEE STRUCTURAL) ON
VAPOR BARRIER ON
R-5 RIGID INSULATION ON
4" MINIMUM COMPACTED GRANULAR BASE
CONCRETE FOUNDATION W/
STEEL REINFORCING (SEE STRUCTURAL)
1/2" EXPANSION JOINT
EACH SIDE
LIMESTONE CAP
4'-2" MIN.STANDING STEAM METAL ROOF ON
ICE & WATER SHIELD ON
3/4" PLYWOOD SHEATHING
ASPHALT SHINGLE ROOF ON
ICE & WATER SHIELD ON
ROOF SHEATHING
1X4 TRIM (TYP. AT DOORS
AND WINDOWS)
A.712
4
A.712
1
2
A.712
3
A.712
ALUMINUM DOOR WITH INSULATED
GLAZING, SEE SCHEDULE
6"
1x8 FASCIA BOARD ON
2x8 BLOCKING
PORCH BOARD AT SOFFIT
UNDERSIDE ON
2X4 WOOD FRAMING @
16" O.C.
1x6 TRIM BOARD
HORIZONTAL SIDING ON
3/4" MAX. RIGID INSULATION (R-5 MIN.) ON
1/2" SHEATHING ON
2x6 WOOD STUDS @ 16" O.C. WITH
BATT INSULATION (R-19 MIN.)
METAL DRIP EDGE
1X8 FASCIA
STEP FLASHING
CEMENT PORCH BOARD ON
EXTERIOR SHEATHING ON
WOOD TRUSSES AT
24" O.C.
STEEL POST
TOP PLATE
2'-0"4'-0"
3"x24" CONTINUOUS
HORIZONTAL & VERTICAL
RIGID INSULATION (R-15 MIN.)
SUPPORTED SLAB
1.FILL ALL STUD VOIDS WITH INSULATION EQUIVALENT TO
WALL R-VALUE RATING.
2.PROVIDE SOLID WOOD BLOCKING BEHIND ALL WALL
MOUNTED EQUIPMENT, FIXTURES, DOORS, WINDOW FRAMES
AND ACCESSORIES AS REQUIRED FOR SOLID BLOCKING.
3.ALL METAL FLASHING TO BE STAINLESS STEEL IN COASTAL
ENVIRONMENT. SEAL FLASHING TO WALL WITH LIQUID
FLASH
4.ALL METAL FASTENERS, CONNECTIONS, ETC. TO BE
STAINLESS STEEL OF OTHER CORROSIVE RESISTANT
FINISHED MATERIAL.
5.ALL WOOD IN CONTACT WITH CONCRETE WALL OR FLOOR
SLABS TO BE PRESERVATIVE TREATED.
6.RIGID INSULATION TO BE FOIL-FACED, SEAL ALL JOINTS W/
LIQUID ARMOR FLASHING AND SEALANT
SECTION GENERAL NOTES:
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
WALL SECTIONS
A.401
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:3/4" = 1'-0"A.401
WALL SECTION1
SCALE: 3/4" = 1'-0"A.401
WALL SECTION2
SCALE: 3/4" = 1'-0"A.401
WALL SECTION3
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
FIRST FLOOR
BOTT. OF FOUNDATION
TRUSS BEARING
GRADE
LINE OF INSULATION JOGS FOR
ELECTRIC FIREPLACE
1/2" EXPANSION JOINT
ROOF TRUSSES 24" O.C.
ASPHALT SHINGLES ON
#15 FELT PAPER ON
3/4" ROOF SHEATHING
14'-9 1/4"9'-0"8"3'-6"METAL SCREED
1/2" PLYWOOD ON
2x4 / 2x6 STUDS AT 16" O.C.
INTERMEDIATE BRACING AT
4'-0" O.C. MAX
HEADER, SEE STRUCTURAL
WRAP SIDES & CHIMNEY
TOP IN BRAKE METAL
BRAKE METAL WRAPPED
2x10 WOOD FRAMING
WALL SHEATHING ON
2x4 WOOD FRAMING
DOUBLE TOP PLATE
ELECTRIC FIREPLACE,
SEE SPECIFICATIONS FOR
INSTALLATION REQUIREMENT
ROUGH OPENING1'-0"A.402
4
BOLT MANTEL TO 2x
SUPPORT FRAME & PLUG
WITH MATCHING BUNG
5 1/2" X 12" ROUGH HAND
HEWN MANTEL
2x HEADER WITH 3" X 1/4"
LAG SCREWS @ 6" O.C.
INTO WALL BLOCKING
GYP BOARD OVER HEADER
CORNER BEAD
2x8 LADDER FRAMING
@24" O.C. (TYP.)
2X6 BRACING @
4'-0" O.C.. MAX VER.
2'-0" O.C. MAX HOR. (TYP.)
5" CONCRETE SLAB W/ W.W.F.
REINFORCING (SEE STRUCTURAL) ON
VAPOR BARRIER ON
4" MINIMUM COMPACTED GRANULAR
BASE
STEP FLASHING
MANUFACTURED STONE VENEER ON
1/2" SCRATCH COAT WITH EXPANDED
METAL LATH ON
3/4" RIGID INSULATION ON
1/2" EXTERIOR SHEATHING ON
2X6 WOOD STUDS @
16" O.C. WITH BATT INSULATION
5/8" GYP BOARD ON
1/2" RESILIENT CHANNEL ON
WOOD TRUSSES AT 24" O.C.
DOUBLE TOP PLATE
3"x24" CONTINUOUS
HORIZONTAL & VERTICAL RIGID
INSULATION (R-15 MIN.)
CONCRETE FOUNDATION W/
REINFORCING (SEE
STRUCTURAL)
1'-0"4'-2" 5"
BRAKE METAL WRAPPED ON
WOOD FRAMING2x10 WOOD FRAMING
1 1/8" 1" 3'-0"1"1 1/8"
(2) 2X TOP PLATE
6"2'-4"6"
3'-4"6 1/4"4 1/8"BRAKE METAL ON
1/2" EXTERIOR SHEATHING ON
2x4 WOOD STUDS AT 16" O.C.
MANUFACTURED STONE VENEER ON
1/2" SCRATCH COAT BASE WITH
EXPANDED METAL LATH OVER
HOUSE WRAP ON
EXTERIOR SHEATHING ON
2x6 WOOD STUDS
FIRST FLOOR
ATTIC
BOTT. OF FOUNDATION
TRUSS BEARING
GRADE
2 1
STANDING SEAM METAL ROOF ON
ICE & WATER SHIELD ON
3/4" PLYWOOD SHEATHING
SNOW & ICE GUARD
ALUMINUM GUTTER BELOW LINE
OF ICE & SNOW SLIDE
ALUMINUM WRAPPED
1x8 FASCIA ON
2x6WOOD BACKING
PORCH BOARD AT SOFFIT
4" H.S.S. COLUMN
2x6 BACKING FOR WATER
TABLE
PROFILE OF WATER TABLE
AND VENEER BEYOND
FULL-HEIGHT DOUBLE
GLASS DOOR
2x6 WOOD STUD
CEMENT BOARD
JOIST HANGER
A.411
3
5" CONCRETE SLAB W/ W.W.F.
REINFORCING (SEE STRUCTURAL) ON
VAPOR BARRIER ON
4" MINIMUM COMPACTED GRANULAR
BASE
3"x24" CONTINUOUS
HORIZONTAL & VERTICAL
RIGID INSULATION (R-15
MIN.)
1/2" EXPANSION JOINT
CONCRETE FOUNDATION W/
REINFORCING (SEE
STRUCTURAL)
MANUFACTURED STONE VENEER ON
1/2" SCRATCH COAT WITH EXPANDED
METAL LATH ON
3/4" RIGID INSULATION ON
1/2" EXTERIOR SHEATHING ON
2X6 WOOD STUDS @
16" O.C. WITH BATT INSULATION
LIMESTONE WALL CAP
3"2'-0"3'-6" 8"9'-0"1'-1 1/8"A.712
1
2
A.712
3
A.712
A.712
4
BATT INSULATION
(R-49 MIN)0"HEAD HEIGHT
4'-0"
2'-0"
METAL DRIP EDGE
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
WALL SECTIONS
A.402
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:3/4" = 1'-0"A.402
WALL SECTION2
SCALE:1 1/2" = 1'-0"A.402
CHIMNEY CAP4
SCALE:3/4" = 1'-0"A.402
WALL SECTION1
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
FIRST FLOOR
BOTT. OF FOUNDATION
TRUSS BEARING
GRADE
2
LIME STONE WALL CAP
FLASHING AT WATER TABLE UNDERSIDE
FOUNDATION WEEP SCREED
CONCRETE FOUNDATION W/
REINFORCING (SEE STRUCTURAL)
3"x24" CONTINUOUS HORIZONTAL AND VERTICAL RIGID INSULATION (R-15 MIN.)
1/2" EXPANSION JOINT
5" CONCRETE SLAB W/ W.W.F. REINFORCING (SEE STRUCTURAL) ON
VAPOR BARRIER ON
4" MINIMUM COMPACTED GRANULAR BASE
ASPHALT SHINGLE ROOF ON
ICE & WATER SHIELD ON
ROOF SHEATHING ON
WOOD TRUSSES AT
24" O.C.
ALUMINUM
GUTTER
PORCH BOARD AT SOFFIT
1"x4" COMPOSITE WINDOW TRIM
GYP BOARD ON 2x4 BLOCKING
DOUBLE TOP PLATE
HEADER, SEE STRUCTURAL
A.410
5
FAN, SEE REFLECTED CEILING
PLAN
8'-8" CLEARHURRICANE TIES, SEE STRUCTURAL
A.891
1
LOUVER, SEE MECHANICAL
PORCH BOARD SOFFIT
1X6 FASCIA BOARD
ON
2X4 WOOD
BLOCKING
(2) 2X TOP PLATE 9'-0"8"3'-6"6"
ROOF TRUSSES
@ 16" O.C.
HEADER, SEE STRUCTURAL
3"2'-0"MANUFACTURED STONE VENEER ON
1/2" SCRATCH COAT WITH EXPANDED
METAL LATH ON
3/4" RIGID INSULATION ON
1/2" EXTERIOR SHEATHING ON
2X6 WOOD STUDS @
16" O.C. WITH BATT INSULATION
A.713
3
HORIZONTAL SIDING ON
3/4" MAX. RIGID INSULATION (R-5 MIN.) ON
WALL SHEATHING ON
2x6 WOOD STUDS @ 16" O.C. WITH
BATT INSULATION (R-19 MIN.)
HEAD HEIGHT
1X4 TRIM BOARD
METAL DRIP EDGE
1X8 FASCIA BOARD ON
2X6 WOOD BLOCKING
1X6 WOOD BLOCKING
5/8" GYPSUM BOARD ON
1/2" RESILIANT CHANNELS ON
WOOD TRUSSES AT
24" O.C.
2'-0"
INSULATION BAFFLE
1X6 TRIM BOARD
FIRST FLOOR
BOTT. OF FOUNDATION
TRUSS BEARING
GRADE
ACB
4'-2"9'-0"ROOF TRUSSES @
24" O.C.
LIME STONE WALL CAP
FLASHING AT WATER TABLE UNDERSIDE
FOUNDATION WEEP SCREED
CONCRETE FOUNDATION W/
REINFORCING (SEE STRUCTURAL)
3"x24" CONTINUOUS HORIZONTAL AND VERTICAL RIGID INSULATION (R-15 MIN.)
5" CONCRETE SLAB W/ W.W.F. REINFORCING (SEE STRUCTURAL) ON
VAPOR BARRIER ON
4" MINIMUM COMPACTED GRANULAR BASE
MIRRORS (N.I.C.)
WORK OUT EQUIPMENT (N.I.C.)1'-0"7'-0"3"
MANUFACTURED STONE VENEER ON
1/2" SCRATCH COAT WITH EXPANDED
METAL LATH ON
3/4" RIGID INSULATION ON
1/2" EXTERIOR SHEATHING ON
2X6 WOOD STUDS @
16" O.C. WITH BATT INSULATION
HORIZONTAL SIDING ON
3/4" MAX. RIGID INSULATION (R-5 MIN.) ON
1/2" PLYWOOD SHEATHING
HEAD HEIGHT
5/8" GYPSUM BOARD ON
1/2" RESILIANT CHANNELS
ON WOOD TRUSSES AT
24" O.C.
DOUBLE TOP PLATE
GABLE END TRUSS
1x8 FASCIA BOARD ON
2x6 BLOCKING
PORCH BOARD AT
SOFFIT UNDERSIDE ON
2X4 WOOD FRAMING @
16" O.C.
1x6 TRIM BOARD
6"3'-6" 8"
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
WALL SECTIONS
A.403
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:3/4" = 1'-0"A.403
WALL SECTION1
SCALE:3/4" = 1'-0"A.403
WALL SECTION2
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
FIRST FLOOR
BOTT. OF FOUNDATION
TRUSS BEARING
GRADE
E G
6"6"11'-0"6"6"
13'-0"
BACK SIDE OF THE AESS
6'-0"
FRONT OF THE AESS
6'-0"
PAINTED PRE-FABRICATED
ARCHITECTURALLY
EXPOSED STRUCTURAL STEEL
(AESS)
LIMESTONE CAP
MANUFACTURED STONE
VENEER COLUMN BASE
CONCRETE ENTRY SLAB
CONCRETE FOUNDATION COLUMN
BASE WITH 1/2" CHAMFER EDGE
(SEE STRUCTURAL)
CL.
2" MIN. VOID AIR SPACE
CONCRETE FOUNDATION W/
REINFORCING (SEE STRUCTURAL)
4" CONCRETE SLAB W/ W.W.F.
REINFORCING (SEE STRUCTURAL) ON
VAPOR BARRIER ON
4" MINIMUM COMPACTED GRANULAR
BASE
6"3'-0"BEYOND -STANDING SEAM METAL ROOF SYSTEM ON
ON ICE AND WATER SHIELD ON
ROOF SHEATHING ON
2X10 ROOF RAFTER (SEE STRUCTURAL)
STEEL BEAM,
SEE STRUCTURAL
STEEL RIDGE BEAM
SEE STRUCTURUAL
5/8" STEEL ROD
A.404
3
A.404
4
A.404
2
METAL CLEVIS @ PIN
METAL TURNBUCKLE
3/8" PRE-FABRICTED METAL
BRACKET
A.411
1
2
A.405
1'-0"6" WIDE CEDER PLANK
CEILING SYSTEM
(VERTICAL ORIENTATION)
(BEYOND) , SECURE TO
ROOF RAFTERS
1'-0"
1X8 FASCIA BOARD
9
12
PAINTED ARCHITECTURALLY
EXPOSED STRUCTURAL
STEEL
(A.E.S.S)4'-10 1/2" 5'-8 1/2"9'-0" 19'-7"9
12
RIDGE VENT
5'-1" CENTER OF PIN9'-0" (CENTER OF PIN)HEAD HEIGHT
SERVICE T.B.
A.E.S.S.
VERIFY WITH STRUCTURAL
4'-0"VERIFY WITH STRUCTURAL
4'-0"1"8"3'-6" 10"5"
EQ EQ
4"6"6 5 .0 0 °5 1/2"5 1/2"11" 6
"
3/4" PRE-FABRICATED
STEEL BRACKET, PAINT TO MATCH
ARCHITECTURAL EXPOSED
STRUCTURAL STEEL
TRUSS BEARING
5"10"2 1/2" 2 1/2"R 3"EQEQCENTER PIN AT
TRUSS BEARING LEVEL
3/4" PRE-FABRICATED
STEEL BRACKET, PAINT TO MATCH
ARCHITECTURAL EXPOSED
STRUCTURAL STEEL
SERVICE T.B.
1'-6" 9"EQ EQ
3/4" PRE-FABRICATED STEEL PLATE
FINISH TO MATCH ARCHITECTURALLY
EXPOSED STRUCTURAL STEEL
METAL LETTERS, VERIFY GRAPHICS
WITH OWNER PRIOR TO FABRICATIONEQ.EQ.DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
WALL SECTIONS
A.404
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:3/4" = 1'-0"A.404
WALL SECTION/ELEVATION AT MAIN ENTRY1
SCALE:3" = 1'-0"A.404
ENTRY PLATE DETAIL3
SCALE: 3" = 1'-0"A.404
ENTRY PLATE DETAIL4
SCALE: 3" = 1'-0"A.404
ENTRY PLATE DETAIL2
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
FIRST FLOOR
BOTT. OF FOUNDATION
TRUSS BEARING
GRADE
6
SLOPE
2% MAXSLOPE AWAY FROM BUILDING
LIMESTONE CAP
STONE VENEER COLUMN BASE
CONCRETE ENTRY SLAB
COMPACTED GRANULAR BASE
FILL ON COMPACTED EARTH
CONCRETE FOUNDATION
COLUMN BASE WITH 1/2"
CHAMFER EDGE (SEE
STRUCTURAL)
SUPPORTED SLAB AT ENTRY
(SEE STRUCTURAL)
2" MIN. VOID AIR SPACE
CONCRETE FOUNDATION W/
REINFORCING (SEE STRUCTURAL)
3"x24" CONTINUOUS HORIZONTAL &
VERTICAL RIGID INSULATION (R-15
MIN.)
1/2" EXPANSION JOINT
CONCRETE FOUNDATION W/
REINFORCING (SEE STRUCTURAL)
PAINTED ARCHITECTURALLY
EXPOSED STRUCTURAL STEEL\
A.E.S.S.
STANDING SEAM METAL ROOF SYSTEM
ON
ICE AND WATER SHIELD ON
ROOF SHEATHING ON
ROOF RAFTER (SEE STRUCTURAL)
5" CONCRETE SLAB W/ W.W.F. REINFORCING
(SEE STRUCTURAL) ON
VAPOR BARRIER ON
4" MINIMUM COMPACTED GRANULAR BASE
A.411
1
STEEL BEAM (SEE
STRUCTURAL)
6" WIDE CEDER
PLANK CEILING
SYSTEM
BREAK METAL OVER
1/2" PLYWOOD ON
2X WOOD BLOCKING
HEAD HEIGHT
SERVICE T.B.
STEEL TUBE
HEADER, SEE
STRUCTURAL
ALUMINUM STOREFRONT W/
INSULATED GLAZING
STEEL TUBE,
SEE STRUCTURAL
4'-0"
2'-0"
A.712
5
14'-6"FIRST FLOOR
BOTT. OF FOUNDATION
TRUSS BEARING
GRADE
EG
9
12
5"CEILING HEIGHT
CEILING HEIGHT
1'-0"
ACCOUSTICAL CEILING TILE
HANGER WIRE
2
A.405
ENTRY
HALLWAY
101
ENTRY
HALLWAY
101
STANDING SEAM METAL ROOF
SYSTEM ON
SLIP SHEET ON
ICE AND WATER SHIELD ON
ROOF SHEATHING ON
ROOF TRUSSES @
24" O.C. (SEE STRUCTURAL)8'-4"12'-0" FEATURE WALL (SEE INTERIOR ELEVATION)3'-6" 8"9'-0"3'-4"4'-2"12'-4"5/8" GYPSUM
BOARD ON METAL
FURRING
FIBER CEMENT HORIZONTAL SIDING ON
3/4" MAX. RIGID INSULATION (R-5 MIN.) ON
1/2" PLYWOOD SHEATHING ON
2x6 WOOD STUDS @ 16" O.C. WITH
BATT INSULATION (R-19 MIN.)
WOOD TRUSSES @ 24" O.C.
1X8 FASCIA BOARD
HEAD HEIGHT
DOUBLE PLATE
DOUBLE PLATE
AT TRUSS LEVEL
SERVICE T.B.
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
WALL SECTIONS
A.405
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINS02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
SCALE:3/4" = 1'-0"A.405
WALL SECTION AT ENTRY2
SCALE: 3/4" = 1'-0"A.405
CEILING SECTION THRU
MAIN ENTRY1
FIRST FLOOR
BOTT. OF FOUNDATION
GRADE
SERVICE T.B.
STANDING STEAM METAL ROOF ON
ICE & WATER SHIELD ON
3/4" PLYWOOD SHEATHING ON
2X6 WOOD ROOF TRUSSES
@ 24" O.C.
1x8 FASCIA BOARD ON
2x6 BLOCKING
ALUMINUM GUTTER BELOW ICE
AND SNOW SLIDE LINE
PORCH BOARD AT SOFFIT
UNDERSIDE ON
2X4 WOOD FRAMING @
16" O.C.
1x6 TRIM BOARD
1X4 TRIM BOARD (TYP. AT DOORS)
SNOW & ICE GUARD
2" SOFFIT VENT
HORIZONTAL SIDING ON
AIR INFILTRATION BARRIER ON
1/2" SHEATHING ON
1X3 FURRING STRIPS ON @ 16" O.C.
8" CONCRETE MASONRY BLOCK
3'-6" 8"9'-5 1/2"GARAGE DOOR
A.712
12
13
A.712
BOND BEAM
1X WOOD BLOCKING
STONW WATER TABLE BEYOND
1/2" SEALED EXPANSION JOINT
5" CONCRETE SLAB SLOPED FOR
RUNOFF
4" COMPACTED BASE
REINFORCED CONCRETE
FOOTING -SEE STRUCTURAL
5" REINFORCED CONCRETE SLAB ON
4" COMPACTED BASE
SURFACE MOUNT 1X4
LED LIGHTING FIXTURE
TO TRUSS ABOVE
2'-0"
1'-6"
METAL DRIP
EDGE
A.712
14
4'-2"STEEL HEADER -SEE
STRUCTURAL (PAINT)
STEEL PLATE -SEE
STRUCTURAL
MASONRY TIES @ 16" O.C. -
BOTH SIDES
HORIZONTAL SIDING ON
3/4"METAL FURRING ON
1/2"SHEATHING ON
8" CONCRETE MASONRY BLOCK
STONE VENEER ON
MORTAR SETTING BED ON
MORTAR SCRATCH COAT WITH LATH ON
8" CMU WALL
6
A.410
8" CMU WALL
4" LIMESTONE CAP
BELOW AT
CONDENSERS
ENCLOSURE
STONE SILL BELOW
SLOPE AWAY FROM
BUILDING
1X6 TRIM BOARDS
TYP. AT ALL CORNERS
HORIZONTAL SIDING ON
AIR INFILTRATION BARRIER ON
ON 1/2" SHEATHING ON
1X3 METAL FURRING @ 16" O.C.
ON 8" CMU
STONE VENEER
BELOW
STONE VENEER
BELOW
FIRST FLOOR
BOTT. OF FOUNDATION
GRADE
SERVICE T.B.
SURFACE MOUNT 1X4
LED LIGHTING FIXTURE, SECURE
TO TRUSS ABOVE
HORIZONTAL SIDING ON
AIR INFILTRATION BARRIER ON
1/2" SHEATHING ON
1X3 FURRING STRIPS @ 16" O.C. ON
8" CONCRETE MASONRY BLOCK
BOND BEAM
9'-5 1/2"8"3'-6" 1'-6"
12'-0"
EXPOSED CMU 8'-9 1/2"8"4'-2"2'-0"2'-0"
HORIZONTAL SIDING ON
AIR INFILTRATION BARRIER ON
1/2" SHEATHING ON
1X3 FURRING STIRPS @ 16" O.C. ON
8" CONCRETE MASONRY BLOCK
FLASHING WITH DRIP EDGE AND
BEDDING SEAL UNDER FLASHING
PROVIDE LIQUID FLASHING OVER SILL FLASHING
AND EXTEND 8" MIN. UP FACE OF WALL.
STANDING STEAM METAL ROOF ON
ICE & WATER SHIELD ON
ROOF FELT ON
3/4" PLYWOOD SHEATHING ON
WOOD ROOF TRUSSES
@ 24" O.C.
1x8 FASCIA BOARD ON
2x6 BLOCKING
ALUMINUM GUTTER &
DOWNSPOUT
PORCH BOARD AT SOFFIT
UNDERSIDE ON
2X4 WOOD FRAMING @
16" O.C.
1x6 TRIM BOARD
SNOW & ICE GUARD
2" SOFFIT VENT
BOND BEAM
1X WOOD BLOCKING
5" CONCRETE SLAB W/ W.W.F.
REINFORCING (SEE STRUCTURAL) ON
VAPOR BARRIER ON
4" MINIMUM COMPACTED GRANULAR
BASE
1/2" EXPANSION JOINT
CONCRETE FOUNDATION W/
REINFORCING (SEE STRUCTURAL)
MANUFACTURED STONE VENEER ON
1/2" SCRATCH COAT WITH EXPANDED
METAL LATH ON
8" CMU
LIMESTONE WALL CAP
FOUNDATION WEEP SCREED
1x8 FASCIA BOARD ON
2x6 BLOCKING
PORCH BOARD AT
SOFFIT UNDERSIDE
ON
2X4 WOOD FRAMING
@
16" O.C.
1x6 TRIM BOARD
2" SOFFIT VENT
2'-4"8"3'-6"3
12
1'-6"
METAL DRIP EDGE
SIDING WILL GO TO
8" A.F.F. (ONLY AT EAST
AND NORTH WALL)
FABRICATED BREAK METAL
CLOSURE
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
WALL SECTIONS
A.406
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINS02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
SCALE:3/4" = 1'-0"A.406
WALL SECTION @ SERVICE GARAGE1
SCALE:1 1/2" = 1'-0"A.406
ENLARGED PLAN DETAIL @
WALL @ 2'-0"2SCALE:1 1/2" = 1'-0"A.406
ENLARGED PLAN DETAIL @
WALL @ 7'-0"3
SCALE:3/4" = 1'-0"A.406
WALL SECTION AT SERVICE GARAGE4
GRADE
FIRST FLOOR
4" CONCRETE SLAB W/ W.W.F.
REINFORCING (SEE STRUCTURAL) ON
VAPOR BARRIER ON
1" RIGID INSULATION ON
4" MINIMUM COMPACTED GRANULAR
BASE
1/2" EXPANSION JOINT
BASE
HORIZONTAL SIDING ON
3/4" MAX. RIGID INSULATION (R-5 MIN.) ON
1/2" PLYWOOD SHEATHING ON
2x6 WOOD STUDS @ 16" O.C. WITH
BATT INSULATION (R-19 MIN.)
2x6 PRESERVATIVE TREATED (P.T.)
WOOD SILL PLATE W/ SILL SEALER
AND ANCHOR (SEE STRUCTURAL)
CONCRETE FOUNDATION W/
REINFORCING (SEE
STRUCTURAL)
2x6 WOOD BLOCKING (FOR
STONE SILL ANGLE
ATTACHMENT)
STONE VENEER ON
MORTAR SETTING BED ON
MORTAR SCRATCH COAT WITH LATH ON
3/4" MAX. RIGID INSULATION (R-5 MIN.) ON
1/2" PLYWOOD SHEATHING ON
2x6 WOOD STUDS @ 16" O.C. WITH
BATT INSULATION (R-19 MIN.)
GRADE -SLOPE AWAY FROM BUILDING
METAL 'J' CHANNEL TO PROTECT
BOTTOM OF INSULATION
METAL FLASHING OR FOUNDATION
WEEP SCREEN (PER STONE MANUF.)
PROVIDE LIQUID FLASHING OVER
FLASHING FLANGE AND EXTEND 8" MIN.
UP FACE OF WALL.
FOLLOW STONE MANUF. REQUIREMENTS FOR
STONE OFFSET FROM GRADE AND/OR PAVING
-STONE SILL -SLOPE TOP
AWAY FROM BUILDING
STONE VENEER SUPPORT ANGLE
FLASHING WITH DRIP EDGE AND
BEDDING SEAL UNDER FLASHING
PROVIDE LIQUID FLASHING OVER SILL FLASHING
AND EXTEND 8" MIN. UP FACE OF WALL.
STONE VENEER NOTE:
SECTIONS AND DETAILS SHOWN IN THESE CONSTRUCTION
DOCUMENTS DEPICT ONE METHOD OF ATTACHMENT FOR THE
STONE VENEER. THE STONE VENEER MANUFACTURER IS
RESPONSIBLE TO DESIGN THEIR ATTACHMENT DETAILS TO WORK
WITH THE SUBSTRATE AS DESIGNED. COORDINATE ALL GRADE
CONDITIONS, FLASHING AND WEEP HOLE, ETC. - FOLLOW ALL
REQUIREMENTS FROM THE STONE VENEER MANUFACTURER.
1/2" GYPSUM BOARD
CONCRETE SPLASH BLOCKS TO
SLOPE AWAY FOR BUILDING
9 3/4"
5 1/2"
1/2"3/4"
3"
6"
2'-0"
3"x24" CONTINUOUS
HORIZONTAL & VERTICAL
RIGID INSULATION (R-15
MIN.)2'-4"TRUSS BEARING
STANDING SEAM
METAL ROOF
BATT INSULATION
(R-49 MIN)
5/8" GYPSUM BOARD
ON METAL FURRING
TRUSS HOLDDOWN
(SEE STRUCTURAL)
INSULATION BAFFLE WITH
2" MIN. AIR SPACE
TYPICAL
ALUMINUM
GUTTER W/
DOWNSPOUT
SMOOTH PORCH BOARD SOFFIT BOARD WITH
2" CONTINUOUS SOFFIT VENT
1x6 FIBER CEMENT FRIEZE BOARD
1x8 CEMENT FASCIA
BOARD ON
2x WOOD BLOCKING
METAL DRIP EDGE
CAULK JOINT AROUND
PERIMETER (TYPICAL)
12
6
HORIZONTAL SIDING ON
3/4" MAX. RIGID INSULATION (R-5 MIN.) ON
1/2" PLYWOOD SHEATHING ON
2x6 WOOD STUDS @ 16" O.C. WITH
BATT INSULATION (R-19 MIN.)
1/2" GYPSUM BOARD ON
VAPOR BARRIER
WOOD BLOCKING
MAIL/RENT DROP
MAIL PASS THROUGH
WOOD BLOCKING
KNOX BOX
48" MAX.5'-6" A.F.F.1x4 TRIM BOARD
SURROUND
1x4 TRIM BOARD
SURROUND
FLASHING
FLASHING
48" MAX.1/2" 7 1/4" 2 3/4"
FLASHING WITH DRIP EDGE AND
BEDDING SEAL UNDER
FLASHING
BACKER ROD & SEALANT
WINDOW WITH INSULATED
GLAZING
3/4" RIGID INSULATION
WALL SHEATHING
TYVEK FLEX WRAP
AROUND ENTIRE OPENING
CULTURED MARBLE
WINDOW SILL & 1x3 SKIRT
BOARD
BACKER ROD & SEALANT
MANUFACTURED STONE ON
1/2" SCRATCH COAT WITH
EXPANDED METAL LATH
LIMESTONE SILL WITH
GALVANIZED ANGLE
4"X4"X1/8", SLOPE AWAY
FROM BUILDING
2X6 WOOD STUDS @
16" O.C.5'-4"4'-2" MIN.SLOPE
EYE ANCHORS WITH 4" PINS
AT JOINTS
DRIP EDGE
THRU WALL FLASHING
SLOPE
1" MINIMUMSTONE VENEER ON
MORTAR SETTING BED ON
MORTAR SCRATCH COAT WITH LATH
ON
8" CMU WALL
1/2" EXPANSION JOINT, HOLD
DOWN 1/2" FROM TOP OF
PAVEMENT AND FILL WITH
GREY TRAFFIC SEALANT
4" LIMESTONE CAP
BOND BEAM -SEE STRUCTURAL
8" CMU WALL -SEE STRUCTURAL
8" CONCRETE SLAB -
SEE STRUCTURAL
3" DIAMETER PVC DRAIN
SLOPE TOWARDS DRAIN
FIRST FLOOR
BASE
ANCHOR BOLT
5" CONCRETE SLAB
MANUFACTURED STONE ON
1/2" SCRATCH COAT WITH
EXPANDED METAL LATHE
1'-0"SILL
VERTICAL 1x6 CEDAR ON HORIZONTAL 1x6
PRESERVATIVE TREATED WOOD BOLTED TO
STEEL FRAME
LOCKING LATCH SET SECURED
TO STEEL TUBE FRAME
CL
3"x3"x1/8" STEEL ANGLE
SECURED TO BLOCK
1/4" STEEL CABLE CROSS BRACING
WITH HEAVY DUTY BOLTS AT ENDS
WITH TURNBUCKLE
3"x3"x1/4" WELDED
STEEL TUBE FRAME
5"x6"x1/4" STEEL TUBE JAMB
SECURED TO WALL W/
2"x16"x1/4" THICK BENT PLATE
ANCHORS-PROVIDE 1/4"
THICK STEEL PLATE CAP,
WELD AND GRIND SMOOTH
HEAVY DUTY GRAVITY HINGES -
WELDED AT JAMB
3"x3"x1/4" WELDED STEEL TUBE FRAME
2"x2"x1/4" STEEL ANGLE WELDED TO
TUBE FRAME
3"x3"x1/8" STEEL ANGLE SECURED TO
PLYWOOD BLOCKING AND
SHEATHING
5'-0" OPENING
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
WALL DETAILS
A.410
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:1 1/2" = 1'-0"A.410
DETAIL1
SCALE: 1 1/2" = 1'-0"A.410
TRUSS OVERHANG DETAIL2
SCALE:1" = 1'-0"A.410
MAIL SLOT AND KNOX BOX3
SCALE:3" = 1'-0"A.410
WINDOW DETAIL5
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
SCALE:1 1/2" = 1'-0"A.410
MECHANICAL ENCLOSURE WALL SECTION6
SCALE:3" = 1'-0"A.410
CONFERENCE ROOM FIREPLACE7
SCALE:1 1/2" = 1'-0"A.410
GATE SECTION4
FIRST FLOOR
BOTT. OF FOUNDATION
GRADE
1
4
A.411
6x6 STEEL COLUMN, SEE STRUCTURAL
1'-6"
2'-4"
METAL FLASHING
LIMESTONE CAP WITH DRIP EDGE
METAL FLASHING SET IN MASTIC,
SHIM, BACKER ROD AND SEALANT AT ALL JOINTS (TYPICAL)
CEMENT BOARD ON SHEATHING ON
2X WOOD FRAMING
WEEP SCREED FLASHING
CONCRETE BASE WITH CHAMFERED EDGE
CONCRETE FOUNDATION WITH REINFORCING (SEE
STRUCTURAL)
5
A.411
6"
2"
GALVANIZED STEEL ANGLE
MANUFACTURED STONE VENEER ON
1/2" SCRATCH COAT WITH EXPANDED
METAL LATH ON
1/2" EXTERIOR SHEATHING ON
2X6 WOOD STUDS @
16" O.C. WITH BATT INSULATION
CONCRETE WALK,
SEE CIVIL
4"1"1"3'-6"8" 4" 2'-4" 4"4" EXTERIOR CONCRETE SLAB ON 4"
COMPACTED BASE, SLOPE AWAY
FROM BUILDING
BEARING PLATE ON
NON-SHRINK GROUT W/
ANCHOR BOLTS,
SEE STRUCTURAL
4'-0"
FF
1
1 11 1/2"1'-0 1/2"1'-0"1'-0"
EQEQ
P.T. 2X PLATE WITH
TITEN ANCHORS
CONCRETE FOUNDATION WITH 1/2" CHAMFER EDGE
SURROUND (SEE STRUCTURAL)
6X6 STEEL COLUMN, SEE STRUCTURAL
2X6 WOOD STUDS AT CORNERS,
NAILED TO SHEATHING
MANUFACTURED STONE VENNER ON
1/2" SCRATCH COAT WITH EXPANDED
METAL LATH ON
1/2" EXTERIOR SHEATING ON
2X6 WOOD STUDS @
16" O.C. WITH BATT INSULATION
FIRST FLOOR
BOTT. OF FOUNDATION
GRADE
E
6"
2'-4"
2
A.411 4"VARIES8"3'-6"8"WEEP SCREED FLASHING
CONCRETE FOUNDATION W/
REINFORCING (SEE STRUCTURAL)
COLUMN BASE WTIH
CHAMFERED EDGE
4" EXTERIOR CONCRETE SLAB ON 4"
COMPACTED BASE, SLOPE AWAY
FROM BUILDING
MANUFACTURED STONE VENNER ON
1/2" SCRATCH COAT WITH EXPANDED
METAL LATH ON
1/2" EXTERIOR SHEATING ON
2X6 WOOD STUDS @
16" O.C. WITH BATT INSULATION
1/2" EXTERIOR SHEATHING ON
HSS12X12X1/2 STEEL COLUMN
(SEE STRUCTURAL)
METAL FLASHING SET IN MASTIC,
SHIM, BACKER ROD AND SEALANT AT
ALL JOINTS (TYPICAL) 4"2'-4"4"BEARING PLATE ON
NON-SHRINK GROUT W/
ANCHOR BOLTS,
SEE STRUCTURAL
4'-0"3'-6"66
E
E
CONCRETE FOUNDATION W/
1" CHAMFER EDGE
SURROUND (SEE
STRUCTURAL)
EQ EQ
1'-0" 1'-0"
1'-0" 1'-0"
12"x12" STEEL COLUMN,
SEE STRUCTURAL
2X WOOD BLOCKING
MANUFACTURED STONE VENNER ON
1/2" SCRATCH COAT WITH EXPANDED
METAL LATH ON
1/2" EXTERIOR SHEATING ON
2X6 WOOD STUDS @
16" O.C. WITH BATT INSULATION
12"X12" A.E.S.S. STEEL COLUMN
WITH
SEE STRUCTURAL
FF
1
1
A.411
4CEMENT BOARD ON
1/2" SHEATHING ON
2X6 WOOD FRAMING
ON
6X6 STEEL COLUMN
6X6X3/8" STEEL
COLUMN, SEE
STRUCTURAL
LIMESTONE CAP
2x6 HORIZONTAL FRAMING
@
24" O.C.
2x4 FRAMING
STEP FLASHING
ASPHALT SHINGLES ON
#15 FELT PAPER
3/4" ROOF SHEATHING ON
TIMBER TRUSSES AT 24" O.C.
3x3x1/4 STEEL BRACKET
MANUFACTURED STONE VENEER ON
1/2" SCRATCH COAT WITH
EXPANDED METAL LATH ON
3/4" RIGID INSULATION ON
1/2" EXTERIOR SHEATHING ON
2X4 WOOD STUD CHIMNEY FRAMING
EXHAUST PIPE -SEE MECHANICAL
SEALANT AROUND ENTIRE PERIMETER
METAL CLAMPING RING
RUBBERIZED BOOT FLASHING
SEALANT AT ENTIRE PERIMETER
BRAKE METAL WRAPPED ON
WOOD FRAMING
2x10 WOOD FRAMING
METAL FLASHING
2x4 WOOD FRAMING 6"4"1'-11"
1'-6"
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
WALL DETAILS
A.411
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:1 1/2" = 1'-0"A.411
REAR AND SIDE ENTRY COLUMN DETAIL3
SCALE: 1 1/2" = 1'-0"A.411
COLUMN PLAN AT BASE4
SCALE:1 1/2" = 1'-0"A.411
FRONT ENTRY COLUMN DETAIL1
SCALE:1 1/2" = 1'-0"A.411
FRONT ENTRY COLUMN PLAN2
SCALE: 1 1/2" = 1'-0"A.411
COLUMN PLAN AT TOP5
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
SCALE: 1 1/2" = 1'-0"A.411
PIPE THROUGH CHIMNEY6
INTERIOR NOTES:
1. SEE SHEET A.C.002 FOR STANDARD BARRIER FREE MOUNTING HEIGHTS AND
DIMENSIONS.
2. PROVIDE AND INSTALL SOLID WOOD BLOCKING BEHIND ALL WALL MOUNTED
EQUIPMENT, CABINETS, FIXTURES, AND ACCESSORIES TO ALLOW FOR SOLID
MOUNTING.
3. FILLERS ARE REQUIRED TO CLOSE ALL CABINET TO CABINET OR CABINET TO
WALL GAPS AND TO PROVIDE FOR CLEARANCES REQUIRED. WHEN FILLERS ARE
REQUIRED AT BOTH ENDS OF CASEWORK, BOTH FILLERS MUST BE EQUAL WIDTH.
4. PROVIDE AND INSTALL FULL EXTENSION SOFT CLOSE UNDERMOUNT DRAWER
GUIDES FOR ALL DRAWERS.
5. ALL CASEWORK EXTERIOR EXPOSED OR SEMI-EXPOSED SURFACES TO BE
PLASTIC LAMINATE ON PARTICLE BOARD CORE. CASEWORK EDGES TO RECEIVE
PLASTIC LAMINATE EDGING UNLESS NOTED OTHERWISE.
6. ALL CASEWORK INTERIOR EXPOSED SURFACES TO BE MELAMINE ON PARTICLE
BOARD CORE. DRAWER BOXES ARE TO BE 1/2" MELAMINE. BACKS OF CASEWORK
DOORS TO BE PLASTIC LAMINATE TO MATCH EXTERIOR.
7. ALL CASEWORK CABINET DOORS TO HAVE SOFT CLOSE CONCEALED HINGES.
8. ALL CASEWORK CABINETS WITH GLASS DOOR FRONTS TO BE 1/8" THICK CLEAR,
TEMPERED GLASS.
9. PROVIDE AND INSTALL FINISHED END/SIDE PANEL ON ALL EXPOSED CABINET
ENDS/SIDES.
10. PROVIDE AND INSTALL WALL BRACKET SUPPORTS AT 48" O.C. MAX TO SUPPORT
COUNTERTOP AT CONTINUOUS KNEE SPACE UNLESS NOTED OTHERWISE.
11. PROVIDE AND INSTALL PLASTIC GROMMETS 2-1/2" INSIDE DIAMETER WITH COVER
PLATES AT ALL OPEN COUNTERTOPS. GROMMET HOLE LOCATIONS WILL BE
DETERMINED IN THE FIELD BY THE ARCHITECT.
12. PROVIDE AND INSTALL ADJUSTABLE SHELVES IN CABINETS AT THE FOLLOWING
LOCATIONS UNLESS NOTED OTHERWISE ON INTERIOR ELEVATIONS:
a. BASE CABINET - 1 SHELF
b. FULL HEIGHT CABINET - 5 SHELVES, 1 FIXED
c. WALL CABINET
1. 1 SHELF AT 24" HIGH CABINET
2 SHELVES AT CABINETS OVER 24" HIGH
2. NOTE: SHELVES TO BE 3/4" THICK FOR SPANS UP TO 32" AND 1"
FOR SPANS UP TO 36"
13. SEE DETAIL 7/A.622 FOR TYPICAL COUNTERTOP NOSING.
ACCESSORY SCHEDULE
MARK DESCRIPTION
TOILET PAPER HOLDER
4" TILE BASE
WATER CLOSET
18" STAINLESS STEEL GRAB BAR
36" STAINLESS STEEL GRAB BAR
42" STAINLESS STEEL GRAB BAR
36 H X 54 W MIRROR
SURFACE-MOUNTED HAND DRYER
2
3
4
5
6
9
1
7
8
SURFACE-MOUNTED CHANGING TABLE10
11
12
COUNTER-MOUNTED SOAP DISPENSER
MODESTY PANEL
BLOCKING
13 CERAMIC TILE ON 1/2" CEMENT BACKER BOARD ON GYPSUM BOARD
2'-10"4'-5 1/2" 6'-4"3'-0"1'-6"MAX.2'-10"OPEN TO COMMUNITY
ROOM1'-6 7/8"8'-10 7/8"UB12MWBUILT-IN
OVEN
1/2" FILLER2'-6"
ADA
DW UBD21
UB24
3" SIDE PANEL
UB12 OPENTILE
BACKSPLASH
SINK, FAUCET &
GARBAGE DISPOSAL
MODESTY PANEL &
APRON
BASE
W15361'-6 7/8"3'-0"1'-6"2'-10"GYPSUM BOARD
SOFFIT
W1836WC1236 12
A.713
4
A.622
1
A.622
30" HOOD RANGE
7'-4"8'-10 7/8"1'-6 7/8"3'-0"1'-6"2'-10"OPENUB12RANGEW1236W3336 W1236W3024W3918
2'-8"3'-6"2'-6"
3" END PANELULS12 WC12366
A.891
2
A.622
2'-10"4'-0"
BASE
GYPSUM BOARD
SOFFIT
3'-0"REFRIGERATOR
A.621
3
SIDES AND BACK TO
HAVE WOOD
VENEER PANELS TO
MATCH CABINETS
9
7
CEILING
0'-0"
FIRST FLOOR3
8
111
8
4
5
6
7
CEILING
0'-0"
FIRST FLOOR3
2
11
12
83
A.622
TYP.
13
CEILING
0'-0"
FIRST FLOOR
1
4
6
5
3
2
10
5
13
108
CEILING
0'-0"
FIRST FLOOR
10
3
13
CEILING
0'-0"
FIRST FLOOR
1
4
5
67
3
211
12
8
URINAL
TYP.
13
BASE
HI/LOW WATER
FOUNTAIN8'-0"WALL TILE
13
10'-2"8'-0"B30B30 3'-0" 5'-0"
LINEAR FIRE PLACE
SEE SPECIFICATIONS
SOLID SURFACE
COUNTER TOP
BASE CABINETS
18" DEEP, SEE SIMILAR
SECTION 5/A.622
STONE VENEER
EQ EQ
10'-1 1/2"
2" 2'-9"
1 3/4"
4'-0"
1 3/4"
2'-9"2"
12"X1/2" CAST BRONZE
LETTERS ON
3/4" STANDOFFS.
FONT TBD
7
A.410
12'-0"APPLIED LAYERS OF
PAINTED MDF W/
EDGE TRIM
3'-0" 1'-0" 8'-0" 1'-0"9'-0"3'-0"116
ANODIZED
ALUMINUM REVEAL
(TYP.)
+3
+1+2
STAINED WOOD VENEER
ON MDF PANEL
6"X1/2" CAST BRONZE
LETTERS ON
3/4" STANDOFFS.
FONT TBD
12"X1/2" CAST BRONZE
LETTERS ON
3/4" STANDOFFS.
FONT TBD
4
A.621
VERIFY ALL GRAPHICS
ELEMENTS WITH OWNER
PRIOR TO SHOP
DRAWINGS
10'-0"
EQ EQ
BASE
S.W.V. ON MDF PANEL
1
A.891
WORK OUT EQUIPMENT,
N.I.C. (SELECTED BY
OWNER)
BASE11'-0"A.891
1
WORK OUT EQUIPMENT,
N.I.C.(SELECTED
BY OWNER)9'-0"9'-0"109
HEAD HEIGHT
1'-0"ALIGN WITH HEAD HEIGHT7'-0"26'-8"
EQEQEQ EQ EQ EQ
BASE
1/4" CLEAR GLASS
MIRRORS IN ANODIZED
ALUMINUM "J"
CHANNELS
5'-11"2'-10"11
A.713
E
SEE WINDOW SCHEDULE
10'-1 1/2"8'-9"3/4" 1'-6" 1'-6" 4'-0" 1'-6" 1'-6" 3/4"
16'-1 1/2"8'-9"5'-9"3'-0"TV
EQEQ
FOR OUTLET HEIGHTSSEE ELECTRICALBASE CABINETS
18" DEEP, SEE SIMILAR
SECTION 5/A.622
TV SUPPLIED BY
OWNER (N.I.C.)
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
INTERIOR ELEVATIONS
A.601
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:1/4" = 1'-0"A.601
KITCHEN ELEVATION1
SCALE: 1/4" = 1'-0"A.601
KITCHEN ELEVATION2
SCALE: 1/4" = 1'-0"A.601
KITCHEN ELEVATION3SCALE:1/4" = 1'-0"A.601
KITCHEN ELEVATION4
SCALE:1/4" = 1'-0"A.601
RESTROOM ELEVATION6
SCALE:1/4" = 1'-0"A.601
RESTROOM ELEVATION7
SCALE:1/4" = 1'-0"A.601
RESTROOM ELEVATION8
SCALE:1/4" = 1'-0"A.601
RESTROOM ELEVATION9
SCALE:1/4" = 1'-0"A.601
RESTROOM ELEVATION10
SCALE: 1/4" = 1'-0"A.601
HI/LOW WATER COOLER5
SCALE:1/4" = 1'-0"A.601
CONFERENCE ROOM12
SCALE:1/4" = 1'-0"A.601
LOBBY FEATURE WALL14
SCALE:1/4" = 1'-0"A.601
FITNESS ROOM15
SCALE:1/4" = 1'-0"A.601
FITNESS ROOM16
SCALE:1/4" = 1'-0"A.601
FITNESS ROOM17
SCALE:1/4" = 1'-0"A.601
GUEST SERVICES11
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
SCALE:1/4" = 1'-0"A.601
CONFERENCE ROOM13
GYPSUM BOARD
CHUNTER EDGE TRIM
CERAMIC TILE THINSET
ON CEMENT BOARD
CEMENT BOARD
6"
1/2" X 3" STEEL
SIDERAILS
1/8"
MOLDED
POLYURETHANE
SAFETY CAPS
STEEL RUNG
ATTIC WALK SAFETY POST
6"5"1'-8"4"VERIFY DIMENSION IN FIELD12"1'-6"4'-0"1" DIAMETER STEEL
RUNGS AT 12" O.C.
RAILING
GATE
1'-6"
COUNTERTOP
SEALANT
CONCEALED
COUNTERTOP SUPPORT
1'-6"
THIN SET TILE
TOP OF THRESHOLD TO BE FLUSH
WITH TOP OF TILEHALF SADDLE TYPE
THRESHOLD
CONCRETE FLOOR
EXPANSION JOINT
MAY OCCUR 1/8"3/8"MAX1/2"1/4" MAX.
EXTERIOR INTERIOR
NOTE:
SEMI RECESSED FIRE
EXTINGUISHER CABINET
TOP OF CABINET TO BE
5'-0" A.F.F.
FIRE EXTINGUISHER
GYPSUM BOARD ON
BLOCKING @
16" O.C. WITH
SOUND INSULATION
FIRST FLOOR
1'-0"
LED STRIP LIGHT
1/4" ROUTED REVEAL -PAINT BLACK
1X HARDWOOD CAP -STAIN TO MATCH
FACE VENEER
STAINED 3/4" HARDWOOD VENEER PLYWOOD ON
CONTINUOUS Z-BAR HANGERS
@ 24" O.C. ON
1/2" PLYWOOD ON
2X4 WOOD STUDS @ 16" O.C.
SCHEDULED BASE
4 1/2"
6"X1/2" CAST BRONZE LETTERS ON 3/4"
STANDOFFS. FONT TBD
APPLIED LAYERS OF
PAINTED MDF W/ EDGE REAP
2
A.402
3
12
9'-6"EQ EQ
3
12
ELECTRIC FIREPLACE,
SEE SPECIFICATIONS
FOR INSTALLATION
REQUIREMENTS
12" CERAMIC TILE
HERRINGBONE TILE
4'-0"
METAL PANEL ON
PLYWOOD
BASE
9'-0"9'-0"
BB
85" TV BY
OWNER (N.I.C.)
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
INTERIOR ELEVATIONS AND DETAILS
A.621
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:6" = 1'-0"A.621
TILE EDGE DETAIL5
SCALE:3/4" = 1'-0"A.621
LADDER DETAIL1
SCALE:1 1/2" = 1'-0"A.621
CONCEALED COUNTERTOP SUPPORT3
SCALE:6" = 1'-0"A.621
THRESHOLD EXT CONC TO TILE2
SCALE: 1 1/2" = 1'-0"A.621
FIRE EXTINGUISHER CABINET6
SCALE:3/4" = 1'-0"A.621
BASE DETAIL @ FEATURE WALL4
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
SCALE:1/4" = 1'-0"A.621
COMMUNITY ROOM7
MANUFACTURED STONE COUNTERTOP
& BACKSPLASH - MANUFACTURED
STONE
NOSING REFER TO DETAIL
7/A.621
3"VARIES, SEE INTERIOR ELEVATIONSINTERIOR ELEVATIONSVARIES, SEEREFER TO INTERIOR ELEVATIONSPREMANUFACTURED WALL
CABINET
PREMANUFACTURED
CABINETS COORDINATE WITH BF SINK COUNTER HEIGHT 34" (36" @ STANDARD CABINETS)WALL CONSTRUCTION, SEE WALL
TYPES
WOOD BLOCKING
GYPSUM BOARD SOFFIT
1'-0 3/8"@ STANDARD CABINETS)4"1 1/8"2'-3 3/8" (2'-1 3/8"5 1/2"(3 1/2"1 1/2"
A.622
7
UNDER CABINET LIGHT
6" DEEP (MAX.) SINK W/ OFFSET DRAIN
DISPOSAL
BASE
MANUFACTURED STONE COUNTERTOP AND BACK
SPLASH ON 1/2" PLYWOOD
2x WOOD BLOCKING
MODESTY PANEL - PLASTIC LAMINATE ON 3/4"
HIGH DENSITY PARTICLE BOARD SECURED TO
WOOD BLOCKING AT BOTH ENDS- LAMINATE TO
MATCH COUNTERTOP11" 4 7/8"1 1/8"4"2'-4"10"MAX. TO SINK RIM 34"11"
17"
LAG BOLT FRAME TO 2x BLOCKING IN WALL
MINIMUM KNEE CLEARANCE REQUIREMENTS
MINIMUM TOE CLEARANCE REQUIREMENTS
SEE WALL TYPES FOR WALL CONSTRUCTION
9"8"
A.622
7
1 1/2"
3/8" DIA. x 3-1/2" LAG BOLTS MIN
(2) PER SIDE
LAG BOLT FRAME TO 2x4 BLOCKING IN
WALL
WOOD BLOCKING
2x4 WOOD FRAME
PLASTIC LAMINATED APRON ON
3/4" HIGH DENSITY MOISTURE RESISTANT
PARTICLEBOARD- MATCH CABINET FINISH3'-2" 8"
11"
17"4"1 1/8"4 7/8"2'-4"24"
MINIMUM KNEE CLEARANCE REQUIREMENTS
MINIMUM TOE CLEARANCE REQUIREMENTS
BASE
MANUFACTURED STONE COUNTERTOP AND
BACK SPLASH ON 1/2" PLYWOOD
A.622
7
6"BASE
2x WOOD BLOCKING
LAVATORY
MANUFACTURED STONE COUNTERTOP AND
BACK SPLASH
MODESTY PANEL - PLASTIC LAMINATE ON 3/4"
HIGH DENSITY PARTICLE BOARD SECURED TO
WOOD BLOCKING AT BOTH ENDS- LAMINATE
TO MATCH COUNTERTOP
22 1/2"MAX. TO LAV. RIM 34"27"2"3 7/8"1 1/8"11"
17" 5 1/2"
LAG BOLT FRAME TO 2x BLOCKING IN WALL
END PANEL - PLASTIC LAMINATE ON
3/4" PLYWOOD SECURED TO WALL, OCCURS
AT OPEN END
MINIMUM KNEE CLEARANCE REQUIREMENTS
MINIMUM TOE CLEARANCE REQUIREMENTS
SEE WALL TYPES FOR WALL CONSTRUCTION
29" 5" 4"9"8"
A.622
7
PLASTIC LAMINATED APRON ON
3/4" HIGH DENSITY MOISTURE RESISTANT
PARTICLEBOARD- MATCH CABINET FINISH 1 1/8"R 1/4" M IN .1 1/2"
DRIP EDGE
CABINET DOOR
FACE OR FASCIA
R
1/2
"
1/2" 1/4"1/4" 2'-1 1/2"
MANUFACTURED STONE
COUNTERTOP W/SIDE AND
BACK SPLASH
WOOD BLOCKING
WIRE PULL
WALL CONSTRUCTION
SEE WALL TYPES
BASE CABINET
1/2"
1 1/2"2'-10"4"A.622
7
PLASTIC LAMINATE ON 3/4"
MDF
3/4" MELAMINE COVERED
WOOD SHELF
PULLS
PLASTIC LAMINATE ON
3/4 " MDF TOE KICK
1 1/2"
FINISHED END PANEL OF
BASE CABINETS - BOTH SIDES 2'-10"A.622
7
MANUFACTURED STONE
COUNTERTOP W/SIDE AND
BACK SPLASH
PLASTIC LAMINATE ON 3/4" MDF
3/4" MELAMINE COVERED WOOD
SHELF
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
INTERIOR DETAILS
A.622
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:1 1/2" = 1'-0"A.622
KITCHEN CABINET SECTION4
SCALE:1 1/2" = 1'-0"A.622
KITCHEN SINK BASE SECTION1
SCALE:1 1/2" = 1'-0"A.622
WORK SURFACE SECTION2
SCALE:1 1/2" = 1'-0"A.622
LAVATORY SECTION3
SCALE:12" = 1'-0"A.622
MANUFACTURED STONE
NOSING DETAIL7
SCALE:1 1/2" = 1'-0"A.622
BASE CABINET SECTION5
SCALE:1 1/2" = 1'-0"A.622
BASE CABINET SECTION6
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
LIST OF STANDARD ABBREVIATIONS
PREFINISHED METAL FRAMEPMF
EGG SHELL PAINTESP
GYPSUM BOARDGYP.BD.
COUNTERCNTR
ACOUSTIC CEILING TILEA.C.T.
PORCELAIN CERAMIC TILEP.C.T.
CARPET TILECPT.
VINYL BASEV.B.
SPRAYED ACOUSTIC FINISHSAF.
A.F.F.ABOVE FINISH FLOOR
A.P.ACCESS PANEL
A.T.ACOUSTICAL TILE
ADJ.ADJUSTABLE
ALT ALTERNATE
ALUM. ALUMINUM
A.B.ANCHOR BOLTS
& AND
ANOD. ANODIZED
APT APARTMENT
BSMT BASEMENT
B.T. BATHTUB
BRG BEARING
B.R. BEDROOM
BIT.BITUMINOUS
BLK BLOCK
BLKG BLOCKING
CAB.CABINET
C.U.H.CABINET UNIT HEATER
CPT CARPETING
C.B.CEMENT BOARD
CLG.HT.CEILING HEIGHT
CTR CENTER
C.L.CENTER LINE
C/C CENTER TO CENTER
C.T.CERAMIC TILE
CLO.CLOSET
COL.COLUMN
CONC.CONCRETE
CONF.CONFERENCE
CONN.CONNECT, CONNECTION
CONST.CONSTRUCTION
DIA.DIAMETER
DIM.DIMENSION
DR.DOOR
DBL.DOUBLE
DN DOWN
D.F.
DRAWING
DW DISHWASHER
EA.EACH
E.W.EACH WAY
ELEC.ELECTRIC, ELECTRICAL
EWC ELECTRIC WATER COOLER
ELEV.ELEVATOR
E.C.EMERGENCY CALL
C.M.U CONCRETE MASONRY UNIT
ARCH. ARCHITECT, ARCHITECTURAL
BD BOARD
BOT BOTTOM
B.O.F. BOTTOM OF FOOTING
BLVD BOULEVARD
BRK BRICK
BLDG BUILDING
B.U.R. BUILT UP ROOFING
CLG CEILING
C.O.CLEAN OUT
C.J.CONTROL JOINT
CONT.CONTINUE, CONTINUOUS
CONTROL PANELC.P.
CORRUGATEDCORR.
CU.FT.CUBIC FEET (FOOT)
CY CUBIC YARD
D.S.DOWNSPOUT
EP.EPOXY
EQ.EQUAL
EQUIPMENTEQUIP.
E.F.EXHAUST FAN
EXIST.EXISTING
EXP.EXPANSION
E.J.EXPANSION JOINT
EXT.EXTERIOR
FLUORESCENTFLUOR.
FLOOR DRAINF.D.
FLOORFLR
FLAT PAINT, FIRE PROOFINGFP
FIXTUREFIXT.
FIRE HYDRANTF.H.
FIRE HOSE CABINETF.H.C.
FIRE EXTINGUISHER CABINETF.E.C.
FIRE EXTINGUISHERF.E.
FIRE ALARM CONTROL PANELFACP
FIBERGLASS REINFORCED PANELFRP
FEET, FOOTFT.
FACE TO FACEF/F
FURNACEFURN
FRZR FREEZER
FDN FOUNDATION
FTG FOOTING
JUNCTION BOXJ.B.
JANITOR'S CLOSET
GYPSUMGYP.
GALV.GALVANIZED
GA. GAUGE
J.C.
KITCHENKIT.
KIPK.
LONG LEG VERTICALL.L.V.
LONG LEG HORIZONTALL.L.H.
L.L.LIVE LOAD
L.F.LINEAR FEET
LIGHTWEIGHT CONCRETE
LIGHTING PANELLP
LAVATORYLAV.
LAUNDRYLAUND.
LAM. LAMINATE, LAMINATED
L.P.LOW POINT
MINIMUMMIN.
METAL TRACKM.T.
METAL-CLADMC
METALMTL.
MEDICINE CABINETM.C.
MECHANICALMECH.
MAXIMUMMAX.
MASONRY OPENINGM.O.
MANHOLEM.H.
MAINTENANCEMAINT.
MISC.
MLDG
MISCELLANEOUS
MOLDING
OPPOSITE HANDOPP.HD.
OPPOSITEOPP.
ON CENTERO.C.
NUMBERNO., #
NOT TO SCALEN.T.S.
NOT IN CONTRACTN.I.C
NORTHN
NOISE REDUCTION COEFFICIENTNRC
OVERHEAD DOOROH.DR.
OUT TO OUTO/O
PERPENDICULARPERP.
PERIMETERPERIM.
PAVEMENTPVMT
PANTRYPAN
PANELPNL
PH PHYSICALLY HANDICAPPED
PLAM.PLASTIC LAMINATE
PLYWD PLYWOOD
PVC POLY VINYL CHLORIDE
POUNDS
PSI POUNDS PER SQUARE INCH
PSF
POUNDS PER SQUARE FOOT
P.R.
P.C.
POWDER ROOM
PRECAST
PREFAB.PREFABRICATED
QUARRY TILEQ.T.
QTY. QUANTITY
SCHEDULESCHED.
SATIN PAINT
SANITARY
SP
SAN.
ROUGH OPENINGR.O.
ROOF SUMPR.S.
ROOF CONDUCTORR.C.
RIGHT OF WAYR.O.W.
RETURN AIRR.A.
RESILIENTRESIL.
REINF.
REFRIGERATORREF
RECEPTACLERECPT.
RADIUSRAD.
REINFORCING
SEMI GLOSS PAINTSGP
SERVICE SINKS.S.
SECTIONSECT.
SHT SHEET
SQUARE FEET (FOOT)S.F.
SPRINKLERSPKLR
SPECIFICATIONSPEC.
SPEAKERSPKR
SOUND TRANSMISSION CLASSSTC
SIMILARSIM.
SHOWERSHWR
SUSP.SUSPEND, SUSPENDED
STD STANDARD
STL STEEL
STL.PL.STEEL PLATE
STOR.STORAGE
STRUCT.STRUCTURAL
TOP & BOTTOMT. & B.
TONGUE & GROOVET.& G.
THROUGHTHRU
THRESHOLDTHRES.
TELEVISIONTV
TELEPHONETEL.
TOP OF STEEL
TOP OF COVER OR CURBT/C
T/S,T.O.S
TYP.TYPICAL
UNLESS NOTED OTHERWISEU.N.O.
UNDERWRITERS LABORATORY
UNDERGROUND
UL
UGND.
VERTICAL, VERTICALLYVERT.
VENT THROUGH ROOFVTR
VANITYVAN
VEST.VESTIBULE
VCT VINYL COMPOSITION TILE
WITH OUTW/O
WITHW/
WELDED WIRE REINFORCINGW.W.R.
WEATHERPROOFW.P.
WASHER/DRYERW/D
WINDOWWDW.
WORKING POINTW.PT.
AVG.
@ AT
AVERAGE
FIN. FINISH,
HEADERHDR
HEATERHTR
HTG HEATING
HEIGHTHGT
H.P.HIGH POINT
H.M. HOLLOW METAL
HOR.HORIZONTAL, HORIZONTALLY
HYDRANTHYD.
HOSE BIBBH.B.
INSULATE, INSULATIONINSUL.
INCANDESCENTINCAND.
I.E. INVERT ELEVATION
LTWT.
CONC.
W.C.WATER CLOSET
LBS, #
FINISHED
DWG
DRINKING FOUNTAIN
D.O.DOOR OPENING
OPENINGOPNG.
PRESSURE TREATEDPT.
PARTICAL BOARDPART BD.
OVERFLOW ROOF SUMPO.R.S.
VERIFY IN FIELDV.I.F.
FIRE RETARDENT TREATED WOODFRTW.
L.V.T LUXURY VINYL TILE
NONCOMBUSTIBLENCOMBL
SST STAINLESS STEEL
PREMOLDEDPRMLD
ACST ACOUSTIC
INFORMATIONINFO
COMPRESSIBLECPRS
SHEATHINGSHTHG
BLKT BLANKET
STIF STIFFENER
MOISTURE RESISTANTMR
AR AS REQUIRED
REQUIREDREQD
MANUFACTURERMFR
STAGGEREDSTAG
REVEALRVL
RECOMMENDATIONREC.
FLASHINGFLASH.
FLOORINGFLG.
HNDRL. HANDRAIL
WATER HEATERW.H.
FOLDINGFLDG.
POINT OF SALEP.O.S.
LINO.LINOLEUM
A.E.S.S.ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL
S.V.SHEET VINYL
TEMPEREDTMPD.
PEFORATEDPERF.
MANUFACTURER'S
RECOMMENDATION
MFR REC
VINYL
V.P.
VINYL WALL COVERINGVWC
VINYL PLANK
VINYL TILEV.T.
SPORTS FLOORINGSP. FL.
ROOM FINISH NOTES
GENERAL NOTES:
• SEE BUILDING AND WALL SECTIONS FOR ADDITIONAL CEILING HEIGHT INFORMATION.
• REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL FINISHES NOT LISTED IN THE ROOM FINISH SCHEDULE.
ROOM FINISH NOTES:
1. SEE PLAN FOR LOCATION OF PLYWOOD SHEATHING.
2. PROVIDE 3/4" FIRE TREATED A/C PLYWOOD MOUNTED HORIZONTALLY FROM 4" TO 8'-4" A.F.F.
3. PROVIDE FRP (FIBERGLASS REINFORCED PANELS) AT ALL WALLS THIS ROOM.
4. INSTALL CEMENT BOARD BEHIND ALL CERAMIC WALL TILE
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
ROOM FINISH SCHEDULE
A.701
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSROOM FINISH SCHEDULE
RM
NO.ROOM NAME
FLOOR BASE WALL CEILING CEILING PAINT / FINISH
NOTESFINISH FINISH MATERIAL MATERIAL HEIGHT WALL CEILING
101 ENTRY HALLWAY L.V.T. WD. GYP. BD. GYP. BD. VARIES ESP FP
102 GUEST SERVICES CPT WD. GYP. BD. A.C.T 8'-9" ESP FP
103 JANITOR V.T. V.B. GYP. BD. GYP. BD. 8'-10 7/8" SGP FP 3
104 MANAGER'S OFFICE CPT WD. GYP. BD. A.C.T 8'-9" ESP FP
105 HALLWAY L.V.T. WD. GYP. BD. A.C.T 8'-0" ESP FP
106 I.T./ELECT. V.T. V.B. GYP. BD. GYP. BD. 8'-10 7/8" ESP FP 2
107 MEN'S C.T. C.T. C.B. GYP. BD. 8'-10 7/8" C.T. FP 4
108 WOMEN'S C.T. C.T. C.B. GYP. BD. 8'-10 7/8" C.T. FP 4
109 FITNESS ROOM SP. FL. V.B. GYP. BD. GYP. BD. VARIES MIRROR/ESP FP
110 COMMUNITY ROOM L.V.T. WD. GYP. BD. GYP. BD. VARIES ESP FP
111 COAT ROOM V.T. V.B. GYP. BD. GYP. BD. 8'-10 7/8" ESP FP
112 STORAGE V.T. V.B. GYP. BD. GYP. BD. 8'-10 7/8" ESP FP 3
113 KITCHEN L.V.T. WD. GYP. BD. GYP. BD. VARIES ESP FP
114 RETAIL L.V.T. WD. GYP. BD. GYP. BD. 8'-10 7/8" ESP FP
115 STORAGE V.T. V.B. GYP. BD. GYP. BD. 8'-10 7/8" ESP FP
116 PREPARATION/CLOSING L.V.T. WD. GYP. BD. VARIES VARIES ESP FP
117 GARAGE CONCRETE - C.M.IU. EXPOSED 9'-5 1/2" - -
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
AA
WIDTH
DOORDOOR HEIGHT2"REDI FRAME
2"2"
BB
ALUMINUMCCALUMINUM
2"3'-0"
2"
2'-6"2"10"2"DOOR HEIGHT2"DOOR WIDTH
WIDTH
SIDELITE
DD REDI FRAME WITH
SIDELITES
DOOR WIDTH 2"2"DOOR WIDTH8'-0" 1'-3" 5'-3"14'-6"3'-2" 3'-2"2"2"2"2"
6'-4"
EE
WIDTH
DOORDOOR HEIGHT2"2"2"
HOLLOW METAL
SOLID CORE WOOD
2 PANEL
C
DOOR HEIGHTDOOR WIDTH
A ALUMINUM FULL GLASS6"10"6"6"DOOR HEIGHTDOOR WIDTH
6"10"6"6"10"6"6"6"DOOR HEIGHTDOOR WIDTH
B SOLID CORE WOOD
FULL GLASSHOLLOW
METAL DOOR
FLUSH
D
DOOR HEIGHTDOOR WIDTH
E INSULATED GARAGE
DOOR
8'-0"7'-0"5'-8"ALUMINUM WITH
INSULATED GLAZING
A
FINISH FLOOR
B ALUMINUM WITH
INSULATED GLAZING
ALUMINUM WITH
INSULATED GLAZING
CCLAD INSWING BI-FOLD
W/INSULATED GLAZING
PASS THRU WINDOW
D
3'-0"5'-6" 5'-8"2'-6"4'-8"2'-9" 2'-9"1'-6" 1'-6"WINDOW TYPES1/4" = 1'-0"4'-0"5'-4"4'-0"5'-8"CLAD SLIDING PASS THRU
INTERIOR WINDOW W/
TEMPERED GLAZING
E 2'-10"2'-10"2'-0" 2'-0"
GLAZING NOTES
A. GLAZING AT ALL EXTERIOR DOORS, SIDELITES AND FIXED LITES MUST BE INSULATED SAFETY GLAZING.
B. INTERIOR GLAZING AT ALL FIRE RATED DOORS, SIDELITES AND FIXED LITES MUST BE FIRE RATED SAFETY GLAZING. (DO NOT USE WIRE GLASS)
C. INTERIOR GLAZING AT ALL NON-RATED DOORS, SIDELITES AND FIXED LITES MUST BE SAFETY GLAZING.
• DOOR OPENING FORCE FOR PUSHING AND PULLING OPEN INTERIOR SWINGING EGRESS DOORS OTHER THAN FIRE DOORS SHALL NOT EXCEED 5 LBS.
• OTHER SWING DOORS AS WELL AS SLIDING DOORS AND FOLDING DOORS, THE LATCH SHALL RELEASE WHEN SUBJECTED TO 15 LB FORCE.
• ALL MEANS OF EGRESS DOORS SHALL BE READILY OPERABLE FROM EGRESS SIDE WITHOUT KEY OR SPECIAL KNOWLEDGE.
• ALL DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST TO OPERATE.
• NO PROTRUDING HARDWARE ON DOOR SURFACE SHALL BE INSTALLED LESS THAN 34" ABOVE FLOOR.
• ALL THRESHOLD MAXIMUM HEIGHTS SHALL NOT EXCEED 1/2 INCH IN HEIGHT-WHERE A CHANGE IN ELEVATION AT RAISED THRESHOLDS AND FLOOR LEVELS ARE IN BETWEEN 1/4 INCH AND 1/2 INCH, A BEVEL SHALL BE REQUIRED
NOT STEEPER THAN 1 UNIT VERTICAL AND 2 UNITS HORIZONTAL
• SEE SCHEDULE FOR DOOR UNDERCUT IN AREAS WITHOUT HVAC RETURN, REFER TO MECHANICAL DRAWINGS. DO NOT UNDER CUT FIRE RATED DOORS.
• G.C. TO CONFIRM HAND OF ALL DOORS.
• WEATHERSTRIPPING ON ALL EXTERIOR DOORS.
• EXTERIOR HOLLOW METAL DOOR FRAMES TO BE GALVANIZED.
• GC TO VERIFY ALL HOLLOW METAL THROAT OPENING (WALL THICKNESS), PRIOR TO ORDERING FRAMES.
GC TO COORDINATE ROUGH OPENING REQUIREMENTS WITH MANUFACTURER PRIOR TO CONSTRUCTION.
1. EXTERIOR DOORS TO BE INSULATED.
DOOR AND HARDWARE GENERAL NOTES
WINDOW NOTES
GENERAL WINDOW NOTES:
• ALL WINDOW TAG MARKS ARE LOCATED ON THE EXTERIOR ELEVATIONS, SHEET A.201 & SHEET A.202.
• WINDOW BASIS OF DESIGN: CRYSTAL SERIES 2000A
• ALL GLAZING SHALL COMPLY WITH THE REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE, CHAPTER 24 GLASS AND GLAZING.
• WINDOWS TO COMPLY WITH THE STATE ENERGY CODE REQUIREMENTS & ENERGY STAR RATED.
• ALL OPERABLE WINDOWS TO HAVE INSECT SCREENS.
EXTERIOR WALL
AS ABOVE WITH 2x4 WOODS STUDS @ 12" O.C.
AS ABOVE WITH 2x6 WOOD STUDS @ 16" O.C.
AS ABOVE WITH 2x4 WOOD STUDS @ 16" O.C.
NON RATED
(EXPOSED TO FIRE ON INTERIOR FACE ONLY)
STC RATING = 54 TO 58 W/ BRICK VENEER (EST.)
STC RATING = 37 TO 41 W/ VINYL SIDING (EST.)
EXTERIOR FACINGS
MAY OCCUR
WALL SHEATHING
W/
HOUSEWRAP OVER
WOOD STUDS
EXTERIOR WALL
BATT
INSULATION
5/8" TYPE 'X'
GYPSUM
BOARD ON 6 MIL
VAPOR BARRIER
W1
C
W1
A
W1
B
AS 5F WITH SOUND INSULATION
INTERIOR NON-RATED WALL
AS 5E WITH SOUND INSULATION
AS 5B WITH GYPSUM BOARD ONE SIDE
AS 5A WITH GYPSUM BOARD ONE SIDE
AS ABOVE WITH 2x4 WOOD STUDS @ 16" O.C.
AS ABOVE WITH 2x6 WOOD STUDS @ 16" O.C.
AS 5A WITH SOUND INSULATION
AS 5B WITH SOUND INSULATION
NON RATED
STC RATING = 30 TO 34
STC RATING = 35 TO 39 W/ SOUND INSULATION (EST.)
1/2" GYPSUM
BOARD
WOOD STUDS
W5
A
W5
B
W5
C
W5
D
W5
E
W5
F
W5
G
W5
H
MASONRY WALL
AS ABOVE
8" CONCRETE
BLOCK
EXTERIOR WALL
FINISH MAY
OCCUR
NOMINAL 8" x 8" x 16" HOLLOW OR SOLID. CLASSIFICATION D-2. (2HOUR).
MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOMINAL 3/8" THICK, OF
NOT LESS THAN 2-1/4 AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP
SAND TO 1 PART PORTLAND CEMENT AND NOT MORE THAN 50% HYDRATED
LIME. VERTICAL JOINTS STAGGERED.
M2
A
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
DOOR & WINDOW SCHEDULES & WALL
TYPES
A.711
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSDOOR TYPES1/4" = 1'-0"FRAME TYPES1/4" = 1'-0"DOOR SCHEDULE
DOOR
OR
LITE
NO.
DOOR FRAME
HARD
WARE
FIRE
RATING
NOTES
SIZE
TYPE MAT'L
DETAILS
TYPE MAT'L
LABEL /
HRS.W H T HEAD JAMB SILL SHEET
101 (2) 3'-0" 8'-0" 1 3/4" A AL/GL 5 2,3 1 A.712 CC ALUM 02 -
102A 3'-0" 7'-0" 1 3/4" B SCW/GL 7 6 A.712 BB REDI 11 -
102B 3'-0" 7'-0" 1 3/4" B SCW/GL 7 6 A.712 BB REDI 11 -
103 3'-0" 7'-0" 1 3/4" C SCW 7 6 A.712 BB REDI 19 -
104 3'-0" 7'-0" 1 3/4" B SCW/GL 7 6 A.712 BB REDI 11 -
105A 3'-0" 8'-0" 1 3/4" A AL/GL 4 2,3 1 A.712 AA ALUM 05 -
105B 3'-0" 7'-0" 1 3/4" B SCW/GL 7 6 A.712 BB REDI 06 -
106 3'-0" 7'-0" 1 3/4" C SCW 7 6 A.712 BB REDI 18 -
107 3'-0" 7'-0" 1 3/4" C SCW 7 6 A.712 BB REDI 08 -
108 3'-0" 7'-0" 1 3/4" C SCW 7 6 A.712 BB REDI 08 -
109 3'-0" 7'-0" 1 3/4" B SCW/GL 7 6 A.712 BB REDI 06 -
110A (2) 3'-0" 8'-0" 1 3/4" A SCW/GL 4 2,3 1 A.712 AA ALUM 03 -
110B (2) 3'-0" 7'-0" 1 3/4" B SCW/GL 7 6 A.712 BB REDI 04 -
111 3'-0" 7'-0" 1 3/4" C SCW 7 6 A.712 BB REDI 16 -
112 3'-0" 7'-0" 1 3/4" C SCW 7 6 A.712 BB REDI 19 -
115 3'-0" 7'-0" 1 3/4" C SCW 7 6 A.712 BB REDI 19 -
116 3'-0" 7'-0" 1 3/4" B SCW/GL 7 6 A.712 DD REDI 11 - 2'-6" SIDELITE
117A 3'-0" 6'-8" 1 3/4" D HM 11 8,9 7 A.712 EE H.M. 21 -
117B 8'-0" 7'-4" 1 1/2" E 14 13 12 A.712 01
WINDOW SCHEDULE
MARK WIDTH HEIGHT TYPE MATERIAL
GLAZING
MATERIAL HEAD JAMB SILL SHEET NOTES
A 3'-0" 5'-8" FIXED ALUM. INSULATED 3 2 4 A.713
B 5'-6" 5'-8" SLIDER ALUM. INSULATED 3 2 4 A.713
C 2'-6" 4'-8" FIXED ALUM. INSULATED 3 2 1 A.713
E 4'-0" 5'-8" PASS THRU ALUM. TEMP. GLAZING 10 9 8 A.713 INTERIOR PASS THRU WINDOW
V 4'-0" 5'-4" BI-FOLD ALUM. INSULATED 7 6 5 A.713 EXTERIOR PASS THRU WINDOW
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
PER MANUF.PER MANUF.PER MANUF.OVERHEAD DOOR
1
1
1
FOUNDATION
CONCRETE SLAB
1/2" EXPANSION JOINT
MATERIAL W/ SEALANT
BARRIER FREE
THRESHOLD SET IN
MASTIC
EXTERIOR ALUMINUM DOOR
ALUMINUM FRAME
INSULATED GLAZING
SLOPE
2% MAX
STONE VENEER
BASE -SEE FINISH SCHEDULE
4 1/2" 3"
LINE OF STUD BEYOND
SEE PLAN
WALL WIDTH
SEALANT W/
BACKER ROD
5" SUPPORTED CONCRETE
SLAB W/ REINFORCEMENT
(SEE STRUCTURAL) ON 1" GALV.
METAL DECK ON 2" MIN. VOID
SPACE
VOID SPACE
COMPACTED GRANULAR FILL
7 5/8"
J BEAD
WALL ASSEMBLY
D.O.STONE VENEER
PACK SHIM SPACE W/
INSULATION
TYVEK FLEX WRAP SYSTEM
AROUND ENTIRE PERIMETER
OPENING. LAP OVER WOOD
FRAME, NAILER & INSUL JOINTS
EXTEND 8" MIN.
SEE PLAN
WALL WIDTH
CORNER BEAD
SHIM, BACKER ROD AND
SEALANT @ ENTIRE PERIMETER -
BOTH SIDES
JAMB -MINIMUM
DOUBLE 2x_ WOOD
STUDS
ALUMINUM FRAME
ALUMINUM DOOR
WITH INSULATED
GLAZING
4 1/2" 3"
1x4 P.T. BLOCKING AROUND
ENTIRE PERIMETER OF
OPENINGSTONE VENEER OR STONE TRIM
SURROUND COORDINATE WITH
ELEV'S
2"HORIZONTAL SIDING
PACK SHIM SPACE W/
INSULATION
CORNER BEAD
J BEAD
SHIM, BACKER ROD AND
SEALANT @ ENTIRE PERIMETER -
BOTH SIDES
WALL ASSEMBLY
D.O.TYVEK FLEX WRAP SYSTEM
AROUND ENTIRE PERIMETER
OPENING. LAP OVER WOOD
FRAME, NAILER & INSUL JOINTS
EXTEND 8" MIN.
1x4 P.T. BLOCKING AROUND
ENTIRE PERIMETER OF
OPENING1x4 FIBER CEMENT WINDOW
TRIM BOARD SURROUND
CAULK GAP
SEE PLAN
WALL WIDTH
JAMB -MINIMUM
DOUBLE 2x_ WOOD
STUDS
ALUMINUM FRAME
ALUMINUM DOOR
WITH INSULATED
GLAZING
4 1/2" 3"
HEADER -SEE STRUCTURAL
ALUMINUM FRAME
ALUMINUM DOOR
WITH INSULATED
GLAZINGD.O.2"SEE PLAN
WALL WIDTH
HORIZONTAL SIDING
PACK SHIM SPACE W/
INSULATION
TYVEK FLEX WRAP SYSTEM
AROUND ENTIRE PERIMETER
OPENING. LAP OVER WOOD
FRAME, NAILER & INSUL JOINTS
EXTEND 8" MIN.
1x4 P.T. BLOCKING AROUND
ENTIRE PERIMETER OF
OPENING1x4 FIBER CEMENT WINDOW
TRIM BOARD SURROUND
METAL FLASHING
WALL ASSEMBLY
CORNER BEAD
J BEAD
SHIM, BACKER ROD AND
SEALANT @ ENTIRE PERIMETER -
BOTH SIDES
3"D.O.ALUMINUM DOOR
WITH INSULATED
GLAZINGSEE ELEVATION &FRAME TYPESALUMINUM FRAME
ALUMINUM FRAME
BREAK METAL ON
SHEATHING, FINISH TO
MATCH ALUMINUM
STORE FRONT
8X4X1/4" HEADER
SEE STRUCTURAL
INSULATED GLAZING
TREATED WOOD BLOCKING,
SECURE TO BEAM (FRAME MOUNT)
PACK SHIM W/
INSULATION MATERIAL
PACK SHIM W/
INSULATION MATERIAL
SHIM, BACKER ROD
AND SEALANT @
ENTIRE PERIMETER-BOTH SIDES
SHIM, BACKER ROD
AND SEALANT @
ENTIRE PERIMETER-BOTH SIDES
1'-1"2"1'-3"D.O.WALL ASSEMBLY
JAMB -MINIMUM
DOUBLE 2x_ WOOD
STUDS
REDI-FRAME
DOOR
SEE PLAN
WALL WIDTH
SEALANT @ ENTIRE
PERIMETER -BOTH SIDES @
ALL JOINTS1/2" X 2-1/2" WOOD
CASING
1/2"2 1/2"1/8"HEADER -SEE STRUCTURAL
D.O.WALL ASSEMBLY
REDI-FRAME
DOOR
1/2" X 2-1/2" WOOD CASING
SEE PLAN
WALL WIDTH
1/2"1/8"2 1/2"SEALANT @ ENTIRE PERIMETER -
BOTH SIDES @ ALL JOINTS
FIRST FLOOR
T. O. FOUNDATION
PLUS 1"
WALL THICKNESS
HOLLOW METAL
FRAME
THRESHOLD SET IN MASTICSLOPE
2% MAX
FOUNDATION (SEE
STRUCTURAL)
DOOR SWEEP
INSULATED EXTERIOR
DOOR
CONCRETE SLAB
1/2" EXPANSION JOINT
MATERIAL W/ SEALANT
5" SUPPORTED CONCRETE
SLAB W/ REINFORMENT (SEE
STRUCTURAL) ON 1" GALV.
METAL DECK ON 2" MIN. VOID
SPACE
VOID SPACE
COMPACTED GRANULAR FILL
SEALANT W/
BACKER ROD
INTERIOREXTERIOR
SEE PLAN
WALL WIDTH
2"PLUS 1"
WALL THICKNESS
JAMB -MINIMUM DOUBLE
2x_ WOOD STUDS
GYPSUM BOARD
INSULATED EXTERIOR DOOR
SEALANT @ ENTIRE
PERIMETER -BOTH SIDES @
ALL JOINTS
WALL ASSEMBLY
D.O.CAULK AND SEAL @ ENTIRE
PERIMETER OF DOOR FRAME
HOLLOW METAL FRAME AND
ANCHOR
LIQUID CORNER FLASHING
AROUND ENTIRE PERIMETER
OPENING. LAP OVER WOOD
FRAME, NAILER & INSUL. JOINTS
EXTEND 8" MIN.
STONE VENEER
1"
EXTERIOR D.O.SEE PLAN
WALL WIDTH
1/2"2"PLUS 1"
WALL THICKNESS
GYPSUM BOARD
INTERIOR
HEADER -SEE STRUCTURAL
INSULATED EXTERIOR DOOR
SEALANT @ ENTIRE
PERIMETER -BOTH SIDES @
ALL JOINTS
CAULK AND SEAL @ ENTIRE
PERIMETER OF DOOR FRAME
HOLLOW METAL FRAME AND
ANCHOR
LIQUID CORNER FLASHING
AROUND ENTIRE PERIMETER
OPENING. LAP OVER WOOD
FRAME, NAILER & INSUL. JOINTS
EXTEND 8" MIN.
WALL ASSEMBLY
HORIZONTAL SIDING
1x4 P.T. BLOCKING AROUND
ENTIRE PERIMETER OF
OPENING1x4 FIBER CEMENT WINDOW
TRIM BOARD SURROUND
METAL FLASHING
INTERIOREXTERIOR
SEE PLAN
WALL WIDTH
2"PLUS 1"
WALL THICKNESS
JAMB -MINIMUM DOUBLE
2x_ WOOD STUDS
GYPSUM BOARD
INSULATED EXTERIOR DOOR
SEALANT @ ENTIRE
PERIMETER -BOTH SIDES @
ALL JOINTS
WALL ASSEMBLY
D.O.CAULK AND SEAL @ ENTIRE
PERIMETER OF DOOR FRAME
HOLLOW METAL FRAME AND
ANCHOR
LIQUID CORNER FLASHING
AROUND ENTIRE PERIMETER
OPENING. LAP OVER WOOD
FRAME, NAILER & INSUL. JOINTS
EXTEND 8" MIN.
HORIZONTAL SIDING
1"
DRIVEWAY & PARKING
PAVEMENT (SEE CIVIL) ON
4" COMPACTED GRANULAR
FILL
1/2" PREMOLDED
EXPANSION JOINT
FILLER
5" CONCRETE SLAB WITH
REINFORCING ON
VAPOR RETARDER ON
1" RIGID INSULATION (R-5) ON
MIN 4" COMPACTED GRANULAR
FILL
FOR DIM.
SEE PLAN
FOUNDATION
-SEE STRUCT
GARAGE DOOR
GARAGE DOOR TRACK
1x_ FIBER CEMENT JAMB
(RIP TO FIT)
GARAGE DOOR
BOTTOM SEAL
SLOPE
2% MAX
GARAGE DOOR TRACK
1x4 TRIM -SEE
ELEVATIONS
WEATHER STRIPPING @ ENTIRE
PERIMETER OF GARAGE DOOR
CAULK AND SEAL2"3 1/4"D.O.1x_ FIBER CEMENT JAMB (RIP TO FIT)
EXTERIOR WALL -SEE
PLAN FOR WALL TYPE
1x4 P.T. BLOCKING AROUND
ENTIRE PERIMETER OF OPENING
GARAGE DOOR
SERVICE T.B.
1X4 TRIM BOARD (TYP. AT
DOORS)
BOND BEAM
1X WOOD BLOCKING
STEEL BEAM,
SEE STRUCTURAL
MASONRY TIES @ 16" O.C. -
BOTH SIDES
HORIZONTAL SIDING ON
1X3 FURRING STRIPS ON
1/2" SHEATHING ON
8" CONCRETE MASONRY BLOCK
STEEL PLATE -SEE
STRUCTURAL
GARAGE
DOOR
METAL FLASHING
TORSION SPRING
GARAGE DOOR TRACK
WEATHER STRIPPING @
ENTIRE PERIMETER OF
GARAGE DOOR
1x_ FIBER CEMENT JAMB
(RIP TO FIT)
1x4 P.T. BLOCKING AROUND
ENTIRE PERIMETER OF OPENING
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
DOOR DETAILS
A.712
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:1 1/2" = 1'-0"A.712
ALUM. STOREFRONT SILL1
SCALE:1 1/2" = 1'-0"A.712
ALUM. STOREFRONT JAMB
@ STONE2
SCALE:1 1/2" = 1'-0"A.712
ALUM. STOREFRONT JAMB
@ SIDING3
SCALE:1 1/2" = 1'-0"A.712
ALUM. STOREFRONT HEAD
@ SIDING4
SCALE:1 1/2" = 1'-0"A.712
ALUM STOREFRONT INTERMEDIATE
DETAILS5
SCALE:1 1/2" = 1'-0"A.712
REDI-FRAME DOOR JAMB6
SCALE:1 1/2" = 1'-0"A.712
REDI-FRAME DOOR HEAD7
02.18.2022 PERMIT
SCALE:1 1/2" = 1'-0"A.712
HOLLOW METAL DOOR SILL8
SCALE:1 1/2" = 1'-0"A.712
HOLLOW METAL DOOR JAMB STONE9
SCALE:1 1/2" = 1'-0"A.712
HOLLOW METAL DOOR HEAD11
SCALE:1 1/2" = 1'-0"A.712
HOLLOW METAL DOOR JAMB SIDING10
SCALE:1 1/2" = 1'-0"A.712
GARAGE DOOR SILL12
SCALE:1 1/2" = 1'-0"A.712
GARAGE DOOR JAMB13
SCALE:1 1/2" = 1'-0"A.712
GARAGE DOOR HEAD SECTION14
GYPSUM BOARD RETURN
CAULK AND SEAL ENTIRE
PERIMETER @ ALL JOINTS
PACK SHIM SPACE W/
INSULATION
CULTURED MARBLE
WINDOW STOOL SILL W/
RADIUS EDGES
1x4 SKIRT BOARD
WINDOW W/ INSULATED GLAZING
& SCREEN -SEE SCHEDULE
CAULK AND SEAL ENTIRE
PERIMETER @ ALL JOINTS
1x6 FIBER CEMENT WINDOW
TRIM BOARD SURROUND
1x4 P.T. BLOCKING AROUND ENTIRE
PERIMETER OF OPENING
GYPSUM BOARD EXTERIOR WALL -SEE
PLAN FOR WALL TYPE
TYVEK FLEX WRAP SYSTEM AROUND
ENTIRE PERIMETER OPENING. LAP OVER
WOOD FRAME, NAILER & INSUL JOINTS
EXTEND 8" MIN.
TYVEK FLEX SEAL WRAP ON
INTERIOR FRONT , OVER X SILL PLATE ,
LAPS OVER BLOCK LAPPING RIGID INSUL
J CHANNEL
CORNER BEAD
GYPSUM BOARD RETURN
CAULK AND SEAL ENTIRE
PERIMETER @ ALL JOINTS
CULTURED MARBLE
WINDOW STOOL SILL W/
RADIUS EDGES
1x6 FIBER CEMENT WINDOW
TRIM BOARD SURROUND
CAULK AND SEAL ENTIRE
PERIMETER @ ALL JOINTS
WINDOW W/ INSULATED GLAZING
& SCREEN -SEE SCHEDULE
1x4 P.T. BLOCKING AROUND ENTIRE
PERIMETER OF OPENING
GYPSUM BOARD
JAMB -MINIMUM
DOUBLE 2x_ WOOD
STUDS
EXTERIOR WALL -SEE
PLAN FOR WALL TYPE
TYVEK FLEX WRAP SYSTEM AROUND
ENTIRE PERIMETER OPENING. LAP OVER
WOOD FRAME, NAILER & INSUL JOINTS
EXTEND 8" MIN.
TYVEK FLEX SEAL WRAP ON
INTERIOR FRONT , OVER 2 X JAMB ,
LAPS OVER BLOCK LAPPING RIGID INSUL
1x4 FIBER CEMENT WINDOW
TRIM BOARD SURROUND
CAULK AND SEAL ENTIRE
PERIMETER @ ALL JOINTS
WINDOW W/ INSULATED GLAZING
& SCREEN -SEE SCHEDULE
CORNER BEAD
GYPSUM BOARD RETURN
METAL FLASHING
J CHANNEL
GYPSUM BOARD RETURN
1x4 P.T. BLOCKING AROUND
ENTIRE PERIMETER OF
OPENING
GYPSUM BOARD
CAULK AND SEAL ENTIRE
PERIMETER @ ALL JOINTS
HEADER -SEE
STRUCTURAL
EXTERIOR WALL -SEE
PLAN FOR WALL TYPE
TYVEK FLEX WRAP SYSTEM AROUND
ENTIRE PERIMETER OPENING. LAP OVER
WOOD FRAME, NAILER & INSUL JOINTS
EXTEND 8" MIN.
METAL FLASHING
OVER WINDOW
TYVEK FLEX SEAL WRAP ON
INTERIOR FRONT , UNDER HEADER ,
LAPS OVER BLOCK LAPPING RIGID INSUL
GYPSUM BOARD RETURN
CAULK AND SEAL ENTIRE
PERIMETER @ ALL JOINTS
PACK SHIM SPACE W/
INSULATION
CULTURED MARBLE
WINDOW STOOL SILL W/
RADIUS EDGES
1x4 SKIRT BOARD
WINDOW W/ INSULATED GLAZING
& SCREEN -SEE SCHEDULE
GYPSUM BOARD
CAULK AND SEAL ENTIRE
PERIMETER @ ALL JOINTS
1x4 P.T. BLOCKING AROUND ENTIRE
PERIMETER OF OPENING
EXTERIOR WALL -SEE
PLAN FOR WALL TYPE
TYVEK FLEX WRAP SYSTEM AROUND
ENTIRE PERIMETER OPENING. LAP OVER
WOOD FRAME, NAILER & INSUL JOINTS
EXTEND 8" MIN.
STONE SILL
TYVEK FLEX SEAL WRAP ON
INTERIOR FRONT , OVER SILL PLATE ,
LAPS OVER BLOCK LAPPING RIGID INSUL
4" x 4" x 1/8" GALVANIZED METAL ANGLE
(L.L.V.)
BASE CABINET,
SEE INTERIOR ELEVATION
FILL AS REQUIRED
STONE
COUNTER
STONE COUNTER SEAM
/ CONTROL JOINT
TYVEK FLEX SEAL WRAP ON
INTERIOR FRONT , OVER 2 X SILL
PLATE ,
LAPS OVER 2 X 6 NAILER LAPPING
RIGID INSULATION
STAINLESS STEEL PASS-THRU
WALL MOUNT SHELF WITH
1 1/2 " SANITARY ROLL DOWN (BULL NOSE)
ALONG LENGTH OF FRONT
-ENDS ARE SQUARE
EXTERIOR WALL -SEE
PLAN FOR WALL TYPE
STONE SILL: ADHERE MANUF. STONE
VENEER SUPPORT ANGLE -INSTALL IF
REQUIRED PER STONE MANUF.
REQUIREMENTS. PROVIDE FLASHING AS
NEEDED OVER ANGLE.
OPERABLE EXTERIOR WINDOW -SEE
SCHEDULE
GYPSUM BOARD
HEADER -SEE
STRUCTURAL
TYVEK FLEX WRAP SYSTEM AROUND
ENTIRE PERIMETER OPENING. LAP OVER
WOOD FRAME, NAILER & INSUL JOINTS
EXTEND 8" MIN.
SEE PLAN FOR WALL ASSEMBLY
1x_ FIBER CEMENT TRIM BOARD
SURROUND
METAL FLASHING
J CHANNEL
CAULK AND SEAL ALL
PERIMETER JOINTS
1x4 P.T. BLOCKING
METAL FLASHING
OPERABLE EXTERIOR WINDOW -SEE
SCHEDULE
GYPSUM BOARD
JAMB -MINIMUM DOUBLE
2x_ WOOD STUDS
J CHANNEL
CAULK AND SEAL ENTIRE
PERIMETER AT ALL JOINTS
SEE PLAN FOR WALL ASSEMBLY
TYVEK FLEX WRAP SYSTEM AROUND
ENTIRE PERIMETER OPENING. LAP OVER
WOOD FRAME, NAILER & INSUL JOINTS
EXTEND 8" MIN.
1x_ FIBER CEMENT TRIM BOARD
SURROUND
1x4 P.T. BLOCKING
CAULK AND SEAL ENTIRE PERIMETER AT
ALL JOINTS
OPERABLE INDOOR
PASS-THROUGH
WINDOW -SEE
SCHEDULE
SILL -MINIMUM
DOUBLE 2x_ WOOD
STUDS
MANUFACTURED
STONE PASSING
COUNTER
SHIM AND CAULK
JOINT
GYP BOARD
SOUND INSULATION
MANUFACTURED
STONE PASSING
COUNTER
GYPSUM BOARD
JAMB -MINIMUM
DOUBLE 2x_ WOOD
STUDS
CORNER BEAD
GYPSUM BOARD
RETURN
CAULK AND SEAL
ENTIRE PERIMETER @
ALL JOINTS
MANUFACTURED
STONE SILL
CAULK AND SEAL
ENTIRE PERIMETER @
ALL JOINTSOPERABLE INDOOR
PASS-THROUGH
WINDOW -SEE
SCHEDULEMANUFACTURED
STONE SILL
SOUND INSULATION
CAULK AND SEAL
ENTIRE PERIMETER @
ALL JOINTS
GYPSUM BOARD
HEADER -SEE
STRUCTURAL
CORNER BEAD
OPERABLE INDOOR
PASS-THROUGH
WINDOW -SEE
SCHEDULE
1/2" GYPSUM BOARD ON
5 1/2" WOOD STUDS @ 16" O.C.
WITH SOUND INSULATION
PASS THROUGH WINDOW
SEE WINDOW SCHEDULE
BLOCKING
MANUFACTURED STONE
PASSING COUNTER
HEADER -SEE STRUCTURAL
VERIFY WITH MANUFACTURER3'-11 1/2"2'-10"CORNER BEAD
SHIM & CAULK BOTH SIDES
BACKER ROD & CAULK
AROUND PERIMETER
BOTH SIDES
SCHEDULED BASE
5'-6"2'-10"2'-4"1 / 4 " SHIM / LEVEL
BASE CABINET,
SEE INTERIOR
ELEVATION
FILL AS
REQUIRED
STONE COUNTER
STONE COUNTER SEAM
/ CONTROL JOINT
GYPSUM BOARD CEILING
TYVEK FLEX SEAL WRAP ON
INTERIOR FRONT , OVER 2 X SILL
PLATE ,
LAPS OVER 2 X 6 NAILER LAPPING
RIGID INSULATION
PASS -THRU INSWING BI-FOLD WINDOW IN
ALUMINUM CLAD FRAME
-KEY LOCK / DROP IN BURGLAR BAR
-ISULATED , CLEAR , TEMPERED SAFETY
GLASS
-VERIFY WITH OWNER
STAINLESS STEEL PASS-THRU
WALL MOUNT SHELF WITH
1 1/2 " SANITARY ROLL DOWN (BULL NOSE)
ALONG LENGTH OF FRONT
-ENDS ARE SQUARE8'-4"1x4 FIBER CEMENT WINDOW
TRIM BOARD SURROUND
CAULK AND SEAL ENTIRE
PERIMETER @ ALL JOINTS
CORNER BEAD
GYPSUM BOARD RETURN
METAL FLASHING
1x4 P.T. BLOCKING AROUND
ENTIRE PERIMETER OF
OPENING
CAULK AND SEAL ENTIRE
PERIMETER @ ALL JOINTS
HEADER -SEE
STRUCTURAL
EXTERIOR WALL -SEE
PLAN FOR WALL TYPE
LIQUID CORNER FLASHING AROUND ENTIRE
PERIMETER OPENING. LAP OVER WOOD
FRAME, NAILER & INSUL JOINTS EXTEND 8"
MIN.
METAL FLASHING
OVER WINDOW
TYVEK FLEX SEAL WRAP ON
INTERIOR FRONT , UNDER HEADER ,
LAPS OVER BLOCK LAPPING RIGID INSUL
EXTERIOR WALL -SEE
PLAN FOR WALL TYPE
STONE SILL: ADHERE MANUF. STONE
VENEER SUPPORT ANGLE -INSTALL IF
REQUIRED PER STONE MANUF.
REQUIREMENTS. PROVIDE FLASHING AS
NEEDED OVER ANGLE.
11 1/2"
A.713
5
A.713
7
6
A.713
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
WINDOW DETAILS
A.713
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:1 1/2" = 1'-0"A.713
EXTERIOR WINDOW SILL1
SCALE:1 1/2" = 1'-0"A.713
EXTERIOR WINDOW JAMB2
SCALE:1 1/2" = 1'-0"A.713
EXTERIOR WINDOW HEAD3
SCALE:1 1/2" = 1'-0"A.713
EXTERIOR WINDOW SILL4
SCALE: 1 1/2" = 1'-0"A.713
PASS-THROUGH SILL5
SCALE: 1 1/2" = 1'-0"A.713
PASS-THROUGH HEAD7
SCALE:1 1/2" = 1'-0"A.713
PASS-THROUGH JAMB6
SCALE: 1 1/2" = 1'-0"A.713
PASS THRU SILL8
SCALE:1 1/2" = 1'-0"A.713
PASS THRU JAMB9
SCALE: 1 1/2" = 1'-0"A.713
PASS THRU HEAD10
01.06.2022 OWNER'S REVIEW
02.18.2022 PERMIT
SCALE:1" = 1'-0"A.713
PASS THRU WINDOW11
SCALE: 1" = 1'-0"A.713
KITCHEN PASS-THRU
WINDOW SECTION12
2 2
3
A
A
HDF
WOMEN'S
108
MEN'S
107
MANAGER'S
OFFICE
104
GUEST
SERVICES
102I.T./ELECT.
106
JANITOR
103
COMMUNITY
ROOM
110
ENTRY
HALLWAY
101
STORAGE
115
6 6
4 4
1 1
C
J
E GB
GYP. BD.8'-10 7/8"
AT-CT 8'-9"
AT-CT 8'-9"AT-CT 8'-9"
GYP. BD.8'-11"
GYP. BD. 8'-11"
GB 9'-2"VARIES
AT-CT 8'-9"
GYP. BD. 8'-10 7/8"
GYP. BD. 8'-10 7/8"GYP. BD. 8'-10 7/8"
GYP. BD. 8'-10 7/8"
SOFFIT 9'-2"
SOFFIT VARRIES
SOFFIT VARRIES
AT-CT 8'-9"
GYP. BD.8'-0"
DECORATIVE BEAM
2'-6" 2'-6"EQ EQ
EQ EQ
2'-8"2'-7 3/4"5'-4" 5'-4" 5'-4" 5'-4"
10'-0" EQ.6'-0"EQ.EQ.EQ.EQ EQ EQ EQ
AT-CT 8'-9"
GYP. BD.8'-4"GYP. BD. 8'-0"
UNDER CABINET
LIGHTING FIXTURES
9:129:123:123:12GYP. BD. 8'-10 7/8"
COAT
ROOM
111
GYP. BD. 8'-0"GYP. BD. 8'-0"3:123:12GYP. BD. 8'-11"
3
A.891
1'-9"
2
A.891
PREPARATION/CLOSING
116
1
A.891
6
A.891
4
A.891
1
A.405 EQEQ5 5
2.9
2
A.405
99
GYP. BD. 8'-4"
OPEN TO
BELOW
EXPOSED
TO TURSSES
CONDENSERS ENCLOSURE (OPEN)
GARAGE
117
1.
2.
3.
4.
5.
6.
7.
8.
THIS PLAN IS INTENDED TO SHOW GENERAL COORDINATION OF OVERHEAD
WORK. REFER TO STRUCTURAL, PLUMBING, MECHANICAL & ELECTRICAL
DRAWINGS FOR FURTHER INFORMATION.
ALL CEILING HEIGHTS ARE FINISH DIMENSIONS.
ALL CEILING TILES MUST BE CENTERED IN ROOM.
ALL CEILING PENETRATIONS OF FIRE PROTECTION HEADS, FIRE ALARM
DEVICES, LIGHT FIXTURES, SPEAKERS, ETC. MUST BE CENTERED IN THE
CEILING TILE.
PROVIDE AND INSTALL A FIRE RATED ENCLOSURE ABOVE ALL RECESSED
LIGHT FIXTURES WHICH PENETRATE A RATED CEILING MEMBRANE.
COORDINATE SIZE AND LOCATION OF ALL ACCESS PANELS WITH
MECHANICAL AND ELECTRICAL DRAWINGS.
COORDINATE CEILING SUSPENSION SYSTEM WITH OTHER CEILING SPACE
EQUIPMENT SUPPORTING DEVICES.
PROVIDE AND INSTALL FIRE DAMPERS AT DUCT PENETRATIONS OF ALL FIRE
RATED ASSEMBLIES. CEILING RADIATION DAMPERS ARE REQUIRED AT ALL
DUCT/FAN PENETRATIONS OF THE FIRE RATED CEILINGS.
REFLECTED CEILING PLAN NOTES:
SYMBOL DESCRIPTION
LED DOWNLIGHT
REFLECTED CEILING PLAN SYMBOLS LEGEND
WATERPROOF LED DOWNLIGHT
WALL MOUNTED LED LIGHT FIXTURE
BATHROOM EXHAUST FAN
SUSPENDED TRACK LIGHT
2X2 RECESSED TROFFER LED LIGHT FIXTURE
1X4 LED RECESSED LIGHT FIXTURE
EXIT SIGN
1X4 LED SURFACE MOUNTED LIGHT FIXTURE
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
REFLECTED CEILING PLAN
A.801
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:1/4" = 1'-0"A.801
REFLECTED CEILING PLAN1
01.06.2022 OWNER'S REVIEW
TRUSS BEARING
VARIESGYPSUM BOARD OVER 2X4
WOOD FRAMING
HANGER WIRE
ACOUSTICAL CEILING
TILE
STRUCTURE
VARIES6"TRUSS BEARING
CEILING HEIGHT
ACT @ 8'-9"
CEILING HEIGHT
GYP. BD. @ 8'-4"
STRUCTURE ABOVE
ACOUSTICAL CELING TILE
HANGER WIRE
BYPSUM BOARD OVER
2X4 WOOD FRAMING
1x TRIM BOARD CUT TO FIT
2X8 WOOD BLOCKING
1x6 TRIM BOARD
MATCH POINT
FAN (SEE SPECIFICATIONS)
STRUCTURE ABOVE
SERVICE T.B.
TRUSS BEARING
WALL CABINET
CEILING HEIGHT
VARIES
4'-2"
STRUCTURE
GYPSUM BOARD ON
2X4 WOOD FRAMINGGYPSUM BOARD SOFFIT1'-8"TRUSS BEARING
1'-0"
GYPSUM BOARD ON METAL
FURRING CHANNELS
STRUCTURE 1'-0"6" 6"
TRUSS BEARING
STRUCTURE
GYPSUM BOARD ON FURRING
CHANNELS
DRAWING NUMBER
DRAWING TITLE
KEY PLAN
ARCHITECTS AND PLANNERS
550 E. NINE MILE ROAD
FERNDALE, MICHIGAN, 48220
PHONE 248.543.4100 FAX 248.543.4141
FUSCO,
SHAFFER &
PAPPAS, INC.
COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
CEILING DETAILS
A.891
ATW20.072A COLORADOFOOTHILLSCLUBHOUSESUN COMMUNITIESFORT COLLINSSCALE:1 1/2" = 1'-0"A.891
CEILING DETAIL AT WATER COOLER3
SCALE:1 1/2" = 1'-0"A.891
CEILING DETAIL AT
PREPARATION/CLOSING ROOM2
SCALE:1 1/2" = 1'-0"A.891
CEILING DETAIL AT FITNESS ROOM1
SCALE: 1 1/2" = 1'-0"A.891
CEILING DETAIL AT KITCHEN6
SCALE:1 1/2" = 1'-0"A.891
CEILING DETAIL AT RESTROOMS4
SCALE:1 1/2" = 1'-0"A.891
CEILING SECTION AT COMMUNITY ROOM5
02.18.2022 PERMIT
ALL GYPSUM BOARD ON ROOF TRUSSES (IN PUBLIC SPACES)
TO BE ON 1/2" RESILIANT CHANNELS