HomeMy WebLinkAboutSUN COMMUNITIES - THE FOOTHILLS - FDP220005 - SUBMITTAL DOCUMENTS - ROUND 2 - ARCHITECTURAL DETAILS (4)287
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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
CIVIL ENGINEER
FUSCO, SHAFFER & PAPPAS, INC.
550 EAST NINE MILE ROAD
FERNDALE, MICHIGAN 48220
248.543.4100
ARCHITECT
OWNER
DATE ISSUE
DEVELOPER
FOOTHILLS
STRUCTURAL ENGINEER
INFORMATION TECHNOLOGY
MAINTENANCE GARAGE
FORT COLLINS COLORADO
SUN COMMUNITIES
A.C.001 CODE ANALYSIS
A.C.002 CODE ANALYSIS
A.101 OVERALL BUILDING PLAN, REFLECTED CEILING PLAN, AND INTERIOR
ELEVATIONS
A.109 OVERALL BUILDING ROOF PLAN
A.201 OVERALL BUILDING ELEVATIONS
A.301 BUILDING AND WALL SECTIONS
A.701 DOOR, WINDOW & ROOM FINISH SCHEDULE
A.702 DOOR & WINDOW DETAILS
ARCHITECTURAL
STRUCTURAL
S.001 GENERAL STRUCTURAL NOTES
S.002 GENERAL STRUCTURAL NOTES
S.003 GENERAL STRUCTURAL NOTES AND SPECIAL INSPECTION NOTES
S.004 SPECIAL INSPECTION SCHEDULES
S.200 PLANS AND DETAILS
S.300 CONCRETE SECTIONS AND TYPICAL DETAILS
S.302 GENERAL SECTIONS AND DETAILS
S.701 WOOD SECTIONS AND TYPICAL DETAILS
S.702 WOOD SECTIONS AND TYPICAL DETAILS
MECHANICAL
ELECTRICAL
M.001 GENERAL MECHANICAL INFORMATION
M.101 MAINTENANCE GARAGE - MECHANICAL PLANS
M.201 MECHANICAL SCHEDULES & DETAILS
E.001 ELECTRICAL GENERAL INFORMATION
E.101 MAINTENANCE GARAGE - ELECTRICAL PLANS
E.200 ELECTRICAL DETAILS
ATWELL
143 UNION BLVD, SUITE 700
LAKEWOOD, CO 80226
303.462.1100
IMEG CORP.
33533 TWELVE MILE ROAD, SUITE 200
FARMINGTON HILLS, MI 48331
248.847.3221
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
LOCATION MAP
NO SCALE
NORTH
AMENITY SITE AREA 142,214 S.F.
3.26 ACRES
ZONING
PROPOSED PUD - PLANNED UNIT DEVELOPMENT
SITE DATA
TOTAL GROSS BUILDING AREA
BUILDING DATA
640 S.F.
BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE
MBC CONSTR. TYPE: 5B (NON SPRINKLED)
USE GROUP: U - UTILITY
CODE DATA
PLUMBING
WRIGHT & HUNTER
818 WEST 11 MILE ROAD
ROYAL OAK, MI 48067
248.594.5850
P.001 PLUMBING SYMBOL LIST, NOTES & ABBREVIATIONS
P.101 MAINTENANCE GARAGE - PLUMBING PLANS
P.201 PLUMBING SCHEDULES & DETAILS
LOW VOLTAGE
TS.102 MAINTENANCE BUILDING - LOW
VOLTAGE SITE PLAN
T.102 MAINTENANCE BUILDING &
POOL BUILDING - LOW VOLTAGE
PLAN
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
PROJECT SCOPE: MAINTENANCE BUILDING: 840 SQ. FT. STRUCTURE, SLAB ON GRADE, ONE STORY TO BE USED
FOR
GOLF CARTS AND EQUIPMENT STORAGE.
APPLICABLE CODES:
BUILDING CODE:2021 INTERNATIONAL BUILDING CODE
USE GROUPS:U -UTILITY
CONSTRUCTION TYPE: 5B
PLUMBING CODE:2021 INTERNATIONAL PLUMBING CODE
MECHANICAL CODE:2021 INTERNATIONAL MECHANICAL CODE
ELECTRICAL CODE:2020 NATIONAL ELECTRICAL CODE
ENERGY CODE:2021 INTERNATIONAL ENERGY CONSERVATION CODE
FIRE SUPPRESSION:NON-SPRINKLED
ACCESSIBILITY:2009 ICC/ANSI A117.1
CODE INFORMATION
ALLOWABLE SF
AVAILABLE HEIGHT (0/5B / NON SPRINKLERED)
40' / 1 STORY PER IBC SECTION 504.3 & 504.4
AVAILABLE AREA (0/5B / NON SPRINKLERED)
5,500 SF PER IBC SECTION 506.2
BUILDING ELEMENT FIRE RATINGS (MBC TABLE 601/602)
FIRE RATING REQUIREMENTS
MBC CONSTRUCTION TYPE: 5B
FIRE RESISTANCE RATING REQUIREMENTS
WALL REQUIREMENTS
LAUNDRY ROOMS > 100 SQFT
PRIMARY STRUCTURAL FRAME
BEARING WALLS:
EXTERIOR
INTERIOR
NON-BEARING WALLS AND PARTITIONS:
EXTERIOR
INTERIOR
*ZERO HOUR WHEN AUTOMATIC FIRE EXTINGUISHING SYSTEM PROVIDED
ROOF CONSTRUCTION AND
SECONDARY MEMBERS
BOILER ROOMS W/ EQUIPMENT
OVER 15 PSI AND 10 HP
FURNACE ROOMS W/ EQUIPMENT
OVER 400,000 BTU/HR
DWELLING AND SLEEPING UNIT
SEPARATION WALLS
FLOOR CONSTRUCTION AND
SECONDARY MEMBERS
0 HOUR
0 HOUR
0 HOUR
X < 5 -1 HOUR; 5 <X < 10 -1 HOUR;
10 <X < 30 -0 HOUR; X >30 -0 HOUR
0 HOUR
0 HOUR
0 HOUR
ONE HOUR* (MBC TABLE 509)
ONE HOUR* (MBC TABLE 509)
ONE HOUR* (MBC TABLE 509)
ONE HOUR OR 1/2 HOUR WITH SPRINKLER SYSTEM (PER
MBC SECTION 420.2 & 708)
CODE SECTIONSOTHER REQUIREMENTS
MAX. LENGTH DEAD END CORRIDOR 20' (MBC TABLE 1020.4)
MAXIMUM TRAVEL DISTANCE 200' WITHOUT SPRNKLER SYSTEM (MBC TABLE 1017.2)
LIFE SAFETY LEGEND
#
#
EXIT
BUILDING EXIT
TRAVEL DISTANCE
TRAVEL ROUTE
# OF OCCUPANTS IN SPACE
# OF OCCUPANTS MERGING /
TOTAL
1
3
T R A V E L LE N G TH :-REQ 'D : 20 0 ' M A X. W /O S PRIN KLER S Y S TEM
-P RO V ID ED : ±54'-11" TO E X ITT R A V E L L E N G T H :
-R E Q 'D : 2 0 0 ' M A X . W /O S P R I N K L E R S Y S T E M
-P R O V I D E D : ±3 4 '-6 " T O E X I T
4
OCCUPANT LOAD CALCULATION
ROOM #
101
ROOM NAME
MAINTENANCE AREA
ACTUAL
FLOOR AREA
640 SF
FLR. AREA / OCCUPANT
200 GROSS
OCCUPANT
LOAD
3
TOTAL OCCUPANTS =4
1.EGRESS WIDTH, THE MINIMUM WIDTH, IN INCHES, OF ANY MEANS OF EGRESS COMPONENT SHALL
NOT BE LESS THAN SPECIFIED COMPONENT.
105.3.1 STAIRWAYS: 0.3 (NOT APPLICABLE)
105.3.2 OTHER EGRESS COMPONENTS:0.2 INCHES PER OCCUPANT
4 OCCUPANTS x 0.2 INCHES PER OCCUPANT = 0.8 INCHES REQUIRED EGRESS WIDTH
1 DOORS @34" = 34" EGRESS WIDTH PROVIDED
102 TOILET ROOM 46 SF 50 GROSS 1
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
ATW20.072C COLORADOFOOTHILLSMAINTENANCE GARAGESUN COMMUNITIESFORT COLLINSSCALE:1/4" = 1'-0"A.C.001
LIFE SAFETY PLAN1
02.18.2022 PERMIT
ACCESSORY 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
DWELLING UNITS &
SLEEPING UNITS
AT ALL SENIOR
BUILDING DWELLING
UNITS AT ALL BARRIER FREE DWELLING UNITS & SLEEPING UNITSAT 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 CEILING78"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)SIGNAGE
WALL MOUNTED LAVATORY WATER CLOSETS
PICTOGRAM
MIN 6"x6" OVERALL
DELAYED
EGRESS
PANIC
DEVICE
AREA OF
DELAYED
EGRESS
SIGNAGE
SIGNAGE
W.C. W/ FLUSH
VALVE MAY OCCUR
**FLUSH CONTROLS MUST BE LOCATED
ON THE OPEN SIDE OF THE WATER
CLOSET.
INSULATED
COVER
TO PROTECT
AGAINST
CONTACT
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.
8"60"17" MIN
34" MAX15" MIN
34" MAX18" HOLD 19" MAX17" MIN -33" MIN - 36" MAX33" MIN - 36" MAX19" MAX17" MIN -12" MAX 42" MIN
39" MIN - 41" MAX 18" MIN
39" MIN - 41" MAX
CL
39" MIN - 41" MAX 18" MIN
CL
MIRROR - SEE
INTERIOR
ELEVATIONS
40" MAX AFF TO
BOTTOM OF
REFLECTING SURFACE
LIGHT FIXTURE
27" MIN29" MIN9" MIN27" MIN29" MINCL
CL18" MIN18" MINCL
SIGNAGE24" 12"26" MAX22" MIN - MIN1 1/2"DISPENSER LOCATION
1 1/2"
1 1/2" DIA
MIN. 250 LB.
HORIZONTAL
FORCE
ANCHOR TO
RESIST FORCES
SHOWN
WOOD BLOCKING MIN. 250 LB.VERTICALFORCEGRAB BARS
GENERAL NOTES FOR LOCATION OF DEVICES:
1. WHEN MOUNTING MULTIPLE DEVICES FROM DIFFERENT TRADES IN THE SAME
LOCATION (SUCH AS LIGHTING SWITCHES, LOW VOLTAGE, THERMOSTATS, ETC),
THEIR ARRANGEMENT MUST BE IN ACCORDANCE WITH THE FOLLOWING:
A. LOCATE DEVICES AS SHOWN ON THE ARCHITECTURAL PLANS, ELEVATIONS OR
SECTIONS.
B. WHEN SHOWN ON MECHANICAL OR ELECTRICAL DRAWINGS, BUT NOT ON
ARCHITECTURAL DRAWINGS, DEVICES MUST BE UNIFORMLY AND
SYMMETRICALLY MOUNTED, VERTICALLY ALIGN DEVICES MOUNTED AT HEIGHTS
INDICATED, UNLESS SEPARATED HORIZTALLY BY A MINIMUM OF 24".
C. DEVICES INSTALLED IN MASONRY OR SURFACES TO RECEIVE WOOD PANELS,
WALL COVERING OR SIMILAR MATERIALS MUST BE FLUSH WITH THE FINAL
SURFACE MATERIAL.
D. IF THE CONTRACTOR HAS ANY DOUBTS REGARDING THE LOCATION OF DEVICES,
THE CONTRACTOR MUST CONSULT WITH THE ARCHITECT PRIOR TO ROUGHING-IN.
E. AT MULTIPLE SWITCHES, GANG W/ SINGLE COVER PLATE.
2. DEVIATIONS FROM THE ABOVE INSTRUCTIONS WITHOUT PRIOR APPROVAL BY THE
ARCHITECT MUST BE CORRECTED BY THE INSTALLING CONTRACTOR. ANY COST,
INCLUDING CUTTING &PATCHING, ENTAILED IN THE REMOVAL, RELOCATION, AND
REINSTALLATION OF ANY DEVICES WILL BE THE RESPONSIBILITY OF THAT
CONTRACTOR.
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.
AREA OF REFUGE SIGNAGE:A SIGN MUST BE PROVIDED AT EACH DOOR PROVIDING
ACCESS TO AN AREA OF REFUGE FROM AN ADJACENT FLOOR AREA, COMPLYING
WITH ICC A117.1, STATING "AREA OF REFUGE" INCLUDING THE INTERNATIONAL SYMBOL
OF ACCESSIBILITY. ADDITIONALLY, TACTILE SIGNAGE COMPLYING WITH ICC A117.1
MUST BE LOCATED AT EACH DOOR TO AN AREA OF REFUGE.
SIGNAGE OF INSTRUCTIONS AT AREA OF REFUGE: IN AREAS OF REFUGE THAT HAVE A
TWO-WAY EMERGENCY COMMUNICATIONS SYSTEM, INSTRUCTIONS ON THE USE OF
AREA UNDER EMERGENCY CONDITIONS MUST BE POSTED ADJOINING THE
COMMUNICATIONS SYSTEM. THE INSTRUCTIONS MUST INCLUDE ALL OF THE
FOLLOWING:
1. PERSONS ABLE TO USE THE EXIT STAIRWAY DO SO AS SOON AS POSSIBLE,
UNLESS ASSISTING OTHERS.
2. INFORMATION ON PLANNED AVAILABILITY OF ASSISTANCE IN THE USE OF
STAIRS OR SUPERVISED OPERATION OF ELEVATORS AND HOW TO SUMMON
SUCH ASSISTANCE.
3. DIRECTIONS FOR USE OF THE TWO-WAY COMMUNICATIONS SYSTEM.
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.
DELAYED EGRESS SIGNAGE:A SIGN MUST BE PROVIDED ON THE DOOR LOCATED
ABOVE AND WITHIN 12" OF THE RELEASE DEVICE STATING, "PUSH UNTIL ALARM
SOUNDS. DOOR CAN BE OPENED IN 30 SECONDS".
FIRE RESISTANCE RATING SIGNAGE:FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS,
SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE
PROTECTED OPENINGS OR PENETRATIONS MUST BE EFFECTIVELY AND PERMANENTLY
IDENTIFIED WITH SIGNS OR STENCILING.
1. SUCH IDENTIFICATION MUST INCLUDE LETTERING NOT LESS THAN 0.5" IN
HEIGHT, INCORPORATING THE SUGGESTED WORDING: "FIRE AND/OR SMOKE
BARRIER -PROTECT ALL OPENINGS" OR SIMILAR WORDING.
2. SIGNS MUST BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR /CEILING
OR ATTIC SPACES.
3. SIGNS MUST BE REPEATED AT INTERVALS NOT EXCEEDING 30'-0" MEASURED
HORIZONTALLY ALONG THE WALL OR PARTITION.
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.002
ATW20.072C COLORADOFOOTHILLSMAINTENANCE GARAGESUN COMMUNITIESFORT COLLINS02.18.2022 PERMIT
A.1016
3
4
5
4
A.301
A.101
7
1
A.301
42'-0"6" 12'-2"5 1/2"6'-4 1/2" 6"
6"33'-4"
3 1/2"7'-4 1/2"6"
RESTROOM
102
10'-0" 10'-0"
3'-8"22'-4"10'-5" 5'-7"10'-0"10'-0"5'-6"6"2
1
3
F.D.
WALL MOUNTED
FIRE
EXTINGUISHER
SLOPE FLOOR
1/8" PER FOOT MIN.
SLOPE RESTROOM
FLOOR 1/8" PER FOOT
(TYPICAL)
WORK AREA
DESK, FURNITURE
AND OFFICE
SUPPLIES BY
OWNER
HOSE
BIBB
EYE
WASH
STATION
UTILITY
SINK
HOSE BIBBSLOPE FLOOR1/8" PER FOOT MIN.SLOPE FLOOR1/8" PER FOOT MIN.STAINLESS STEEL WALL
MOUNT HOSE REEL
WATER HOSE BY
OWNER
14'-0"12'-0"16'-0"FLUSHPROVIDE WOOD
BLOCKING TO SUPPORT
HOSE HOLDER
W1
D
W1
D
W1
F
W5
D
W5
C
96" LONG x 30" DEEP x 36" HIGH
WORK BENCH -2x4 FRAME
BASE WITH 1/2" PLYWOOD
COUNTERTOP
6' LONG ELECTRICAL
POWER STRIP 8" ABOVE
COUNTERTOP
DASH LINE INDICATE
MECH./STORAGE LEVEL
ABOVE
16' LONG TRENCH
DRAIN
MAINTENANCE
AREA
101
1'-0" 10'-0"10'-0"10'-0"10'-0" 1'-0"
4
A.109
9
A.101
1/2" A/C PLYWOOD
TO 8'-4" A.F.F.
A.702
12
A.101
8
SLOPE FLOOR
1/8" PER FOOT MIN.SD
5'-0" 8'-11" 5'-0"
SURFACE MOUNTED
LIGHT FIXTURES
(TYPICAL)
GARAGE DOOR OPENER
22"x22" ATTIC
ACCESS
PANEL
GARAGE DOOR TRACK
(TYPICAL)
9'-4"9'-4"9'-4"5'-0 5/8"EQ EQ
EQ EQ
EXHAUST FAN
EQ 6'-0" EQ
FC PANEL 9'-0"
GYP.12'-0"
GYP.8'-0"
GYP. 8'-0"
9'-2 1/2"
EQ EQ
PORCH BOARD SOFFIT
4'-3"4'-3"8'-3"8'-3" 8'-3"
HARDI SOFFIT NON-VENTED
CEDAR MILL PANELS @
GABLES 6666FC PANEL 12'-0"
1. UTILIZE 2x6 WOOD STUDS AT 16" O.C. AT EXTERIOR WALLS AND 2x4 WOOD STUDS
AT 16" O.C. AT INTERIOR WALLS UNLESS NOTED OTHERWISE. MAINTAIN 2x6 WOOD
STUDS AT ALL PLUMBING AND CHASE WALLS ON EACH FLOOR. (VERIFY WITH
PLANS AND WALL SECTIONS).
2. ALL DIMENSIONS ARE TO FACE OF STUDS, CENTERLINE OF OPENINGS FOR DOORS
AND WINDOWS, AND FACE OF SHEATHING.
3. VERIFY SIZE AND LOCATION OF MECHANICAL AND ELECTRICAL EQUIPMENT, PADS,
PENETRATIONS AND SUPPORTS WITH MECHANICAL AND ELECTRICAL DRAWINGS.
4. SLOPE CONCRETE FLOORS TO DRAINS AT 1/8" PER FOOT MINIMUM WHILE KEEPING
FLOOR LEVEL AT WALL BASE CONDITION.
5. PLANS INDICATE MINIMUM REQUIREMENTS FOR FIRE EXTINGUISHERS. REFER TO
SHEET A.C.002 FOR STANDARD BARRIER FREE MOUNTING HEIGHTS AND
DIMENSIONS. ALSO, PROVIDE ADDITIONAL EXTINGUISHERS IF REQUIRED BY
AUTHORITY HAVING JURISDICTION.
6. INSTALL 2x10 WOOD BLOCKING AT ALL DOOR KNOB LOCATIONS (WITHIN THE WALL
AT THE FACE OF THE STUDS WHERE THE DOOR KNOB CONTACTS THE WALL.
7. COORDINATE ALL METER LOCATIONS WITH CIVIL, PLUMBING AND ELECTRICAL
DRAWINGS.
8. COORDINATE TRANSFORMER PAD LOCATION WITH CIVIL AND ELECTRICAL
DRAWINGS.
9. SEE THIS SHEET FOR WALL TYPES.
10. SEE SHEET A701 FOR DOOR, WINDOW AND ROOM FINISH SCHEDULES.
GENERAL PLAN NOTES:
GENERAL INTERIOR NOTES:
1. SEE SHEET A.C.002 FOR STANDARD BARRIER FREE MOUNTING HEIGHTS AND
DIMENSIONS.
2. PROVIDE WOOD BLOCKING BEHIND ALL WALL MOUNTED EQUIPMENT, FIXTURES
AND ACCESSORIES TO ALLOW FOR SOLID MOUNTING, AS ALLOWED BY CURRENT
EXISTING WALL CONDITIONS.
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 CABINETS/CASEWORK, BOTH FILLERS MUST BE
EQUAL WIDTH.
4. ANY PROTRUDING COUNTERTOP CORNERS SHALL HAVE A MINIMUM 1" RADIUS.
5. PROVIDE AND INSTALL FINISHED END/SIDE PANEL ON ALL EXPOSED CABINET
ENDS/SIDES.
1. THIS PLAN IS INTENDED TO SHOW GENERAL COORDINATION OF OVERHEAD WORK.
REFER TO STRUCTURAL, PLUMBING, MECHANICAL & ELECTRICAL DRAWINGS FOR
FURTHER INFORMATION.
2. ALL CEILING HEIGHTS ARE APPROXIMATE FINISH DIMENSIONS, FIELD VERIFY.
3. COORDINATE SIZE AND LOCATION OF ALL ACCESS PANELS WITH MECHANICAL AND
ELECTRICAL DRAWINGS.
REFLECTED CEILING PLAN NOTES:
BASE
24" x 36" MIRROR
WALL MOUNTED SINK &
FAUCET
WATER CLOSET
42" GRAB BAR
18" VERTICAL
GRAB BAR
TOILET PAPER
HOLDER
BLOCKING
FRP PANEL CL
8'-0"
FIRST FLOOR CEILING
0'-0"
FIRST FLOOR
SOAP DISPENSER
PAPER TOWEL
DISPENSER
8'-0"
FIRST FLOOR CEILING
0'-0"
FIRST FLOOR
BASE
WATER CLOSET
42" GRAB BAR
18" VERTICAL
GRAB BAR
TOILET PAPER
HOLDER
BLOCKING
FRP PANEL8'-0"
CEILING
0'-0"
FIRST FLOOR
BASE
FRP PANEL
8'-0"
CEILING
0'-0"
FIRST FLOOR
BASE
WALL MOUNTED
SINK & FAUCET
FRP PANEL
PAPER TOWEL
DISPENSER
LIGHT SWITCH
EYEWASH STATION UTILITY SINK
HOSE BIBB
STAINLESS STEEL WALL
MOUNT HOSE HOLDER
WATER HOSE BY OWNER
PROVIDE WOOD
BLOCKING TO SUPPORT
HOSE HOLDER
BASE
PROVIDE WOOD BLOCKING TO
SUPPORT EYE WASH STATION
2x4 CONTINUOUS EDGE TRIM
FRP PANEL
LIGHT FIXTURE
0'-0"
FIRST FLOOR
0'-0"
FIRST FLOORBASE
WINDOW
BEYOND
UTILITY SINK
SLOPE 1/8"/FT.
SLOPE SLOPE
6"
STEEL GRATE
1 3/4 X 1 3/4 X 1/4
STEEL ANGLE
CONCRETE FLOOR
SLAB
4"1'-0" X 8'-0"
TRENCH DRAIN
FLOOR DRAIN -
SEE MECHANICAL
DRAWINGS
SLOPE SLOPE
NON RATED
STC RATING = 30 TO 34
STC RATING = 35 TO 39 W/ SOUND INSULATION (EST.)
1/2" GYPSUM BOARD
WOOD STUDS
SOUND INSULATION
MAY OCCUR
AS ABOVE WITH 2x4 WOOD STUDS @ 16" O.C.
AS ABOVE WITH 2x6 WOOD STUDS @ 16" O.C.
AS 5A WITH SOUND INSULATION & FRP PANEL (BOTH SIDES)
AS 5B WITH SOUND INSULATION & FRP PANEL (BOTH SIDES)
W5
A
W5
B
W5
C
W5
D
FRP PANEL (ONE OR
BOTH SIDES) MAY OCCUR
INTERIOR NON-RATED WALL
AS 1A WITH PLYWOOD INTERIOR FINISH 8' A.F.F.
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
RIGID INSULATION (POLYISO
FOAM CORE W/ REFLECTIVE
ALUMINUM FACERS ON
BOTH SIDES SEALED WITH
APPROPRIATE JOINT
CLOSURE SYSTEM) OVER
WALL SHEATHING OVER
WOOD STUDS
EXTERIOR WALL
BATT INSULATION
W1
C
W1
A
W1
B
PLYWOOD SHEATHING
MAY OCCUR
AS 1B WITH PLYWOOD INTERIOR FINISH 8' A.F.F. W1
D
1/2" GYPSUM BOARD
FRP PANEL (ONE SIDE)
MAY OCCUR
EXTERIOR WALL
AS 1A WITH FRP INTERIOR FINISH W1
E
AS 1B WITH FRP INTERIOR FINISH W1
F
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
OVERALL BUILDING PLAN, REFLECTED
CEILING PLAN, AND INTERIOR ELEVATIONS
A.101
ATW20.072C COLORADOFOOTHILLSMAINTENANCE GARAGESUN COMMUNITIESFORT COLLINSNORTHNORTHSCALE:1/4" = 1'-0"A.101
FIRST FLOOR PLAN1
SCALE:1/4" = 1'-0"A.101
REFLECTED CEILING PLAN2
SCALE:1/4" = 1'-0"A.101
RESTROOM ELEV.3
SCALE:1/4" = 1'-0"A.101
RESTROOM ELEV.4
SCALE:1/4" = 1'-0"A.101
RESTROOM ELEV.5
SCALE:1/4" = 1'-0"A.101
RESTROOM ELEV.6
SCALE:1/4" = 1'-0"A.101
ELEVATION7
SCALE:1/4" = 1'-0"A.101
ELEVATION8
SCALE:3/4" = 1'-0"A.101
TRENCH DRAIN9
SCALE: 3/4" = 1'-0"A.101
TRENCH DRAIN10
02.18.2022 PERMIT
T.O. FOUNDATION
FIRST FLOOR
TRUSS
BEARING
12'-0" TRUSS BEARING HEIGHT8"3'-4" MINIMUMPORCH TRUSS
BEARING HEIGHT 2'-10"9'-2" PORCH TRUSS BEARING HEIGHT2" MIN.5'-6"6"
6'-0"
4"
CL
1/2" PLYWOOD SHEATHING -8 FEET
HIGH (MAINTENANCE AREA ONLY) ON
1/2" GYPSUM BOARD
SHINGLES ON
ROOFING FELT ON
ROOF SHEATHING ON
ROOF TRUSSES @ 24" O.C.
BATT INSULATION (R-49)
5" CONCRETE SLAB W/ W.W.F.
REINFORCING (SEE STRUCTURAL) ON
VAPOR BARRIER ON
4" MINIMUM COMPACTED GRANULAR
BASE
1/2" EXPANSION JOINT
BASE
5/8" GYPSUM BOARD
TRUSS HOLDDOWN
(SEE STRUCTURAL)
CONCRETE SPLASH
BLOCK WITH MIN. 1/4"
SLOPE
FIBER CEMENT HORIZONTAL SIDING ON
3/4" MAX. RIGID INSULATION (R-5 MIN.) ON
EXTERIOR SHEATHING WITH SEALED SEAMS ON
2x6 WOOD STUDS @ 16" O.C. WITH
BATT INSULATION (R-19 MIN.)
CONCRETE FOUNDATION W/
REINFORCING (SEE STRUCTURAL)
6" CONCRETE BLOCK W/
REINFORCING GROUTED SOLID
2x6 PRESERVATIVE TREATED
(P.T.) WOOD SILL PLATE W/ SILL
SEALER AND ANCHOR (SEE
STRUCTURAL)
METAL FLASHING
1x10 SKIRT BOARD SLOPE GRADE AWAY
FROM BUILDING (TYPICAL)
1x10 FRIEZE BOARD
CAULK JOINT BELOW TRIM
BOARD
SLOPE
2% MAX
DRIVEWAY & PARKING
PAVEMENT (SEE CIVIL) ON
COMPACTED GRANULAR
FILL
TRUSS HOLDDOWN
(SEE STRUCTURAL)
EXTEND SHEATHING TO
UNDERSIDE OF INSULATION
STOP
2x8 LEDGE BOARD
(SEE STRUCTURAL)
PORCH BOARD SOFFIT
CAULK JOINT AROUND PERIMETER
(TYPICAL)
SHINGLES ON
ROOFING FELT ON
ROOF SHEATHING ON
ROOF TRUSSES @ 24" O.C.
OVERHANG
1'-6 1/2"
ALUMINUM GUTTER W/
DOWNSPOUT
PORCH BOARD SOFFIT ON
2x4 FRAMING @ 24" O.C.
1x10 FRIEZE BOARD
1x8 FASCIA BOARD ON
2x WOOD BLOCKING
INSULATION BAFFLE WITH
2" MIN. AIR SPACE
TYPICAL
METAL DRIP EDGE
CAULK JOINT
AROUND PERIMETER
(TYPICAL BOTH SIDES)
CONCRETE PORCH SLAB W/
REINFORCING (SEE STRUCTURAL)
STRUCTURAL
COOR. W/
STRUCTURAL
COOR. W/
COMPACTED GRANULAR BASE
FILL ON COMPACTED EARTH
6x6 PT WOOD POST SECURED
TO HEADER W/ GALVANIZED
POST CONNECTOR
A.301
5
BOTTOM OF FOUNDATION 1'-4" HEEL HT.3" X 36" VERTICAL RIGID
PERIMETER INSULATION
JOIST HANGER
24" MIN.
OR 24" (MIN.) PAST WALL LINE
EXTEND ICE & WATER SHIELD 8'-0" MIN.
(3 LAYERS OVERLAPPED 6")
T.O. FOUNDATION
FIRST FLOOR
TRUSS BEARING
CONCRETE SPLASH
BLOCK WITH MIN. 1/4"
SLOPE
FIBER CEMENT HORIZONTAL SIDING ON
3/4" MAX. RIGID INSULATION (R-5 MIN.)
ON EXTERIOR SHEATHING WITH
SEALED SEAMS ON
2x6 WOOD STUDS @ 16" O.C. WITH
BATT INSULATION (R-19 MIN.)
CONCRETE FOUNDATION W/
REINFORCING (SEE STRUCTURAL)
6" DECORATIVE CONCRETE
BLOCK W/ REINFORCING
GROUTED SOLID
2x6 PRESERVATIVE TREATED
(P.T.) WOOD SILL PLATE W/ SILL
SEALER AND ANCHOR (SEE
STRUCTURAL)
METAL FLASHING
1x10 SKIRT BOARD
SLOPE GRADE AWAY
FROM BUILDING (TYPICAL)
1/2" PLYWOOD SHEATHING -8 FEET
HIGH (MAINTENANCE AREA ONLY) ON
1/2" GYPSUM BOARD
SHINGLES ON
ROOFING FELT ON
ROOF SHEATHING ON
ROOF TRUSSES @ 24" O.C.
BATT INSULATION (R-49)
3" X 36" VERTICAL
PERIMETER RIGID
INSULATION (R-15)
5" CONCRETE SLAB W/ W.W.F.
REINFORCING (SEE STRUCTURAL) ON
VAPOR BARRIER ON
4" MINIMUM COMPACTED GRANULAR
BASE
1/2" EXPANSION JOINT
BASE
5/8" GYPSUM BOARD
TRUSS HOLDDOWN
(SEE STRUCTURAL)2" MI
N.HEEL HT.1'-4"TYP. OVERHANG
1'-5"
ALUMINUM
GUTTER W/
DOWNSPOUT
PORCH BOARD SOFFIT ON
2x4 FRAMING @ 24" O.C.
1x10 FRIEZE BOARD
1x8 FASCIA BOARD ON
2x WOOD BLOCKING
INSULATION BAFFLE WITH
2" MIN. AIR SPACE TYPICAL
METAL DRIP EDGE
3'-4" MINIMUM 8"12'-0" TRUSS BEARING HEIGHTCAULK JOINT BELOW TRIM
BOARD
CAULK JOINT AROUND
PERIMETER (TYPICAL
BOTH SIDES)
STRUCT.
COOR. W/
BOTTOM OF FOUNDATION
A.301
6
SOFFIT VENT IC E & W A T E R S H IE L D 8 '-0 " M IN IM U M
T.O. FOUNDATION
FIRST FLOOR
TRUSS BEARING
RESTROOM CEILING BEARING
MECH. LEVEL
FRP PANEL (RESTROOM ONLY) ON
1/2" GYPSUM BOARD
1x4 SUBRAKE BOARD
SHINGLES ON
ROOFING FELT ON
ROOF SHEATHING ON
ROOF TRUSSES @ 24" O.C.
BATT INSULATION
(R-49)
METAL DRIP EDGE
1x6 RAKE BOARD
3" X 36" VERTICAL PERIMETER RIGID
INSULATION
5" CONCRETE SLAB W/ W.W.F.
REINFORCING (SEE STRUCTURAL) ON
VAPOR BARRIER ON
4" MINIMUM COMPACTED GRANULAR
BASE
1/2" EXPANSION JOINT
BASE
NON-VENTED PORCH BOARD
SOFFIT
2x4 LOOKOUT @ 24" 0.C. AT
GABLE ENDS
CAULK JOINT BELOW TRIM BOARD RAKE
6"
2x6 WOOD NAILER
3/4" PLYWOOD FLOOR (GLUED & SCREWED)
OVER WOOD FLOOR FRAMING (SEE
STRUCTURAL) WITH SOUND INSULATION OVER
5/8" GYPSUM BOARD
5/8" GYPSUM BOARD
FRP PANEL (RESTROOM ONLY) ON
1/2" GYPSUM BOARD ON
2x4 WOOD STUDS @ 16" O.C. WITH
SOUND INSULATION ON
1/2" GYPSUM BOARD
INSULATION:
ATTIC:R-49
WOOD FRAMED AND OTHER:R-13 + R-7.5 C.I. OR
R-19 + R-5 C.I.
SLAB ON GRADE HEATED:R-20 FOR 48 IN.
FIBER CEMENT HORIZONTAL SIDING ON
1" MAX. RIGID INSULATION (R-5 MIN.) ON
EXTERIOR SHEATHING W/ SEALED SEAMS ON
2x6 WOOD STUDS @ 16" O.C. WITH
BATT INSULATION (R-19 MIN.)
EXTEND RIGID INSULATION AND
PLYWOOD SHEATHING TO
UNDERSIDE OF RAKE
LOOKOUT(S)
2x4 P.T. WOOD SILL PLATE
CONCRETE FOUNDATION W/
REINFORCING (SEE STRUCTURAL)
6" DECORATIVE CONCRETE
BLOCK W/ REINFORCING
GROUTED SOLID
2x6 PRESERVATIVE TREATED
(P.T.) WOOD SILL PLATE W/ SILL
SEALER AND ANCHOR BOLTS
(SEE STRUCTURAL)
METAL FLASHING
1x10 SKIRT BOARD
SLOPE GRADE AWAY
FROM BUILDING (TYPICAL)3'-4" MINIMUM 8"12'-0" TRUSS BEARING HEIGHT8'-0" RESTROOM BEARING HEIGHT8" 3'-4" MECHANICAL SPACE
STRUCTURAL
COOR. W/
BOTTOM OF FOUNDATION
2x4 EDGE TRIM
PORCHMAINTENANCE AREA
A.301
2
A.301
3
T.O. FOUNDATION
FIRST FLOOR
TRUSS BEARING
PORCH TRUSS
BEARING HEIGHT
1x_ FIBER CEMENT COLUMN WRAP
OVER 1x10 COLUMN BASE
CAULK TOP OF COLUMN BASE
(TYPICAL AROUND PERIMETER)
TREATED WOOD COLUMN (SEE
STRUCTURAL)
EQ EQ
SECTION
EQ EQ
7"EQ EQ
SET GALVANIZED STEEL POST BASE
ANCHOR INTO CONCRETE PORCH SLAB
(SEE STRUCTURAL)1/2" MAX.PLAN
1x_ FIBER CEMENT COLUMN WRAP
OVER 1x10 COLUMN BASE
CAULK TOP OF COLUMN BASE
(TYPICAL AROUND PERIMETER)
TREATED WOOD COLUMN (SEE
STRUCTURAL)
CL
1/2" EXPANSION JOINT
1/2" GYPSUM BOARD
J CHANNEL AT
PLYWOOD TOP
PLYWOOD SHEATHING
OVER INTERIOR GYP AT
MAINTENANCE AREA
J CHANNEL AT GYP BASE
PLYWOOD BASE TRIM
PLYWOOD SHEATHING, 8' HIGH
AT MAINTENANCE AREA
INTERIOREXTERIOR
SIDING
WALL
SHEATHING
5/4" x 6" SKIRT
TRIM
METAL
SCREED 2"METAL
FLASHING
6" DECORATIVE CONCRETE
BLOCK W/ REINFORCING
GROUTED SOLID
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 AND WALL SECTIONS
A.301
ATW20.072C COLORADOFOOTHILLSMAINTENANCE GARAGESUN COMMUNITIESFORT COLLINSSCALE:3/4" = 1'-0"A.301
WALL SECTION2
SCALE:3/4" = 1'-0"A.301
WALL SECTION3
SCALE:3/4" = 1'-0"A.301
WALL SECTION4
SCALE:1/4" = 1'-0"A.301
BUILDING SECTION1
SCALE:1 1/2" = 1'-0"A.301
COLUMN BASE DETAIL5
SCALE:1 1/2" = 1'-0"A.301
PLYWOOD SECTION6
SCALE:1 1/2" = 1'-0"A.301
ENLARGED WALL
SECTION7
02.18.2022 PERMIT
6:12 6:12 D
S
D
S
SHINGLED RIDGE
VENT (TYPICAL)
CROSS HATCH AREA
INDICATES ICE & WATER
BARRIER MATERIAL (TYPICAL)
DASHED LINE INDICATES
OUTLINE OF WALL BELOW
GUTTER (TYPICAL)
GUTTER (TYPICAL)
PROVIDE 3 LAYERS OF ICE &
WATER SHIELD OVERLAPPED
6" MIN., EXTEND ICE & WATER
SHIELD AT MINIMUM OF
24" INSIDE OF CONDITIONED SPACE
8'-0"MIN.2'-0"SHINGLES ON
ROOF FELT ON
ROOF SHEATHING ON
WOOD TRUSSES AT 24" O.C.
D
S
D
S
2'-0"2'-0"
DS DOWNSPOUT
AREAS OF ICE AND WATER
BARRIER MATERIAL
SHINGLED RIDGE VENT
SEE DETAIL
OUTLINE OF
EXTERIOR WALL
SHADED AREA INDICATES
STUD WALL CONSTRUCTION
ROOF PLAN LEGEND:
SEALANT AT ENTIRE
PERIMETER
METAL CLAMPING RING
PREFABRICATED PIPE
COVER
SEALANT AT ENTIRE
PERIMETER
SHINGLES ON ROOF FELT
ON ROOF SHEATHING ON
ROOF TRUSSES
SHINGLES ON
ROOF FELT ON
ROOF SHEATHING ON
ROOF TRUSSES AT
24" O.C.
CONTINUOUS RIDGE VENT
22"x30" ATTIC ACCESS DOOR
5/8" GYP. BD. ON ROOF TRUSSES
24" O.C.
1/2" PLYWOOD 18" HIGH AT
PERIMETER OF OPENING
ATTIC INSULATION
ROOF TRUSSES
PROVIDE INSULATION
BLANKET IN POLYETHLENE
BAG OVER ATTIC DOOR
COORDINATE W/ ROOF TRUSSES2'-6" MIN CLEAR HEADROOM1'-6"1. PRE-FINISH ALUMINUM GUTTERS AND DOWNSPOUTS ARE TO BE PROVIDE.
2. DOWNSPOUTS ARE TO BE LOCATED SO THAT THE DISCHARGE WILL NOT SPILL
ON OR FLOW ACROSS ANY PORCHES, WALKS OR DRIVES.
3. COORDINATE WITH DEVELOPER FOR ALL DOWNSPOUT DISCHARGE. PROVIDE
SPLASH BLOCKS AS REQUIRED.
4. COORDINATE LOCATION OF ALL EXHAUST AND INTAKE VENTS INCLUDING
RANGE HOODS, BATHROOM AND EXHAUST FANS, ETC. W/ MECHANICAL
DRAWINGS & MECHANICAL CONTRACTOR.
5. PAINT ALL VENTS, PIPE PENETRATIONS AND ROOF ACCESSORIES TO MATCH
SHINGLES.
6. ALL VENTS, PIPE PENETRATIONS AND HOOD ACCESSORIES TO BE ROUTED TO
REAR ELEVATIONS AND HELD 4'-0" FROM HIGH POINT.
7. SADDLES ARE REQUIRED AT ALL LOCATIONS INDICATED OR OTHERWISE NOT
INDICATED (I.E. MECHANICAL UNITS, EQUIPMENT CURBS, INSIDE CORNERS AT
PARAPET WALLS, ETC.) IN ORDER TO PROVIDE POSITIVE ROOF DRAINAGE,
SLOPE TO MATCH ADJOINING ROOF PITCH UNLESS OTHERWISE NOTED.
GENERAL ROOF NOTES:
TRUSS BEARING
BOTTOM OF FOOTING
STORAGE LEVEL
LIGHT FIXTURE
SHINGLES ON
ROOFING FELT ON
ROOF SHEATHING ON
ROOF TRUSSES @ 24" O.C.
BATT INSULATION
(R-49)
2x6 WOOD NAILER
OVERHEAD CEILING
BEARING
3/4" PLYWOOD FLOOR (GLUED & SCREWED)
OVER WOOD FLOOR FRAMING (SEE
STRUCTURAL) WITH SOUND INSULATION OVER
5/8" GYPSUM BOARD
2x4 EDGE TRIM
R-21 BATT. INSULATION
3 2x8 HEADER
JOIST HANGER
T.O. FOUNDATION
FIRST FLOOR
1x4 SUBRAKE BOARD
METAL DRIP EDGE
1x6 RAKE BOARD
5" CONCRETE SLAB W/ W.W.F.
REINFORCING (SEE STRUCTURAL) ON
VAPOR BARRIER ON
4" MINIMUM COMPACTED GRANULAR
BASE
1/2" EXPANSION JOINT
BASE
NON-VENTED SMOOTH SLOPED
SOFFIT BOARD ON 2x4 LOOKOUT
2x4 LOOKOUT @ 24" 0.C. AT
GABLE ENDS
CAULK JOINT BELOW TRIM
BOARD
RAKE
6"
FIBER CEMENT HORIZONTAL SIDING ON
1" MAX. RIGID INSULATION (R-5 MIN.) ON
EXTERIOR SHEATHING W/ SEALED SEAMS ON
2x6 WOOD STUDS @ 16" O.C. WITH
BATT INSULATION (R-19 MIN.)
EXTEND RIGID INSULATION
AND PLYWOOD SHEATHING
TO UNDERSIDE OF RAKE
LOOKOUT(S)
CONCRETE FOUNDATION W/
REINFORCING (SEE STRUCTURAL)
6" DECORATIVE CONCRETE
BLOCK W/ REINFORCING
GROUTED SOLID
2x6 PRESERVATIVE TREATED
(P.T.) WOOD SILL PLATE W/ SILL
SEALER AND ANCHOR BOLTS
(SEE STRUCTURAL)
METAL FLASHING
1x10 SKIRT BOARD
SLOPE GRADE AWAY
FROM BUILDING (TYPICAL)
STRUCTURAL
COOR. W/8" 3'-4"
INSULATION:
ATTIC:R-49
WOOD FRAMED AND OTHER:R-13 + R-7.5 C.I. OR
R-19 + R-5 C.I.
SLAB ON GRADE HEATED:R-15 FOR 36 IN.8"8'-0"12'-0" TRUSS BEARING HEIGHTJOIST HANGER INSTALLED UPSIDE DOWN
3'-4"3" X 36" VERTICAL RIGID INSULATION (R-15)
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
AIR VENT 16" X 4" UNDEREAVE VENTS
AREA = 28 SQ. IN NFA/VENT
TOTAL SQ. FT. OF SOFFIT VENT PROVIDED:
SOFFIT VENT RATIO (PER SECTION 1202.2 EXCEPTION #2)
VENT AT RIDGE
TOTAL VENT AREA
1248 SF
1248 SF x 1/300= 4.16 SF
4.16 SF / 2 = 2.1 SF
4.16 SF / 2 = 2.1 SF
9 SI per FT / 144 SI = .06 SF/LF
40 LF (x .06 SF/LF) = 2.3 SF MAX
28 SI PER VENT = 0.194 SF
144 IN VENT
12 VENTS (X 0.194) = 2.3
ROOF ZONE: ENTIRE ROOF INCLUDING PORCH AREA
ROOF VENTILATION CALCULATIONS
2.3
2.3
x X
100
=X < 50%
1/300 RATIO TO BE UTILIZED PER
SECTION 1202.2 EXCEPTION #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
OVERALL BUILDING ROOF PLAN
A.109
ATW20.072C COLORADOFOOTHILLSMAINTENANCE GARAGESUN COMMUNITIESFORT COLLINSSCALE:1/4" = 1'-0"A.109
ROOF PLAN1
SCALE:1 1/2" = 1'-0"A.109
PIPE PENETRATION SECTION2
SCALE:1 1/2" = 1'-0"A.109
RIDGE VENT SECTION5
SCALE:1" = 1'-0"A.109
ATTIC ACCESS DOOR3
SCALE:3/4" = 1'-0"A.109
WALL SECTION4
02.18.2022 PERMIT
FIRST FLOOR PLAN
TRUSS BEARING
BOTTOM OF FOOTING
SHINGLES
NOTE: REFER TO ROOF
PLAN FOR ADDITIONAL
ROOF NOTES AND ROOF
PITCH(ES).
A
SHINGLED RIDGE VENT
ALUMINUM GUTTER
AND DOWNSPOUT
1 X 6 TRIM BD.
HORIZONTAL SIDING
PRESSURE TREATED
1x10 SKIRT TRIM BD.
FLASHING (TYPICAL)
1x10 FRIEZE BOARD
1x8 FASCIA BOARD
A
4'-0" 12'-0"
DOWNSPOUT & CONCRETE
SPLASHBLOCK
FIRST FLOOR PLAN
TRUSS BEARING
BOTTOM OF FOOTING
STORAGE LEVEL
A
SHINGLES
SHINGLED RIDGE VENT
ALUMINUM GUTTER
AND DOWNSPOUT
1x6 TRIM BD.
HORIZONTAL SIDING
PRESSURE TREATED
1x10 SKIRT TRIM BD.
FLASHING (TYPICAL)
1x10 FRIEZE BOARD
1x8 FASCIA BOARD
1x6 TRIM BD. SURROUND
FLASHING (TYPICAL)
A
DOWNSPOUT & CONCRETE
SPLASH BLOCK
DOWNSPOUT & CONCRETE
SPLASH BLOCK
1 3'-4"8'-8"4'-0"FIRST FLOOR PLAN
TRUSS BEARING
BOTTOM OF FOOTING
STORAGE LEVEL
B
DECORATIVE GABLE VENT
WITH 1X6 TRIM BOARD
SURROUND
FLASHING (TYPICAL)
1x6 TRIM BD.
HORIZONTAL SIDING
1x6 TRIM BOARD
SURROUND
1x10 SKIRT TRIM BD.
FLASHING (TYPICAL)
FLASHING (TYPICAL)
1x10 FRIEZE BOARD
1x6 RAKE BOARD
1x4 SUB-RAKE BOARD
ALUMINUM GUTTER
AND DOWNSPOUT
FLASHING (TYPICAL)
RIDGE VENT
4
A.109
6
12 6
12
12'-0"4'-0" 18'-3"DOWNSPOUT &
CONCRETE
SPLASHBLOCK
FIRST FLOOR PLAN
TRUSS BEARING
BOTTOM OF FOOTING
18"X24" DECORATIVE GABLE VENT
WITH 1X6 TRIM BOARD SURROUND
FLASHING (TYPICAL)
1x6 TRIM BOARD
HORIZONTAL SIDING
GARAGE DOOR
EXTERIOR LIGHT FIXTURE
MOUNTED TO PLINTH BLOCK
1x6 RAKE BOARD
1x4 SUB-RAKE BOARD
ALUMINUM GUTTER
AND DOWNSPOUT
1X6 TRIM BOARD
SURROUND
PRESSURE TREATED
1x10 SKIRT TRIM BD.
FLASHING (TYPICAL)
4
A.109
6
12
6
12
12'-0"4'-0"3
DOWNSPOUT &
CONCRETE
SPLASHBLOCK
GENERAL ELEVATION NOTES
1. CONTRACTOR TO COORDINATE LOCATION OF ALL EXHAUST AND INTAKE
LOUVERS INCLUDING BATHROOM EXHAUST WITH MECHANICAL
DRAWINGS.
2. MECHANICAL LOUVERS AND CAPS TO BE PAINTED TO MATCH ADJACENT
SIDING AND/OR BRICK FINSH.
3. CAULK AND SEAL ALL PENETRATIONS, GAPS, SPACES, JOINTS,
OPENINGS, DOORS AND WINDOWS, ETC AT ENTIRE EXTERIOR OF
BUILDING, CAULK AND SEALANT TO MATCH ADJACENT SIDING AND/OR
BRICK FINISH.
4. ALL EQUIPMENT INCLUDING GAS METERS, ELECTRIC METERS, TELEPHONE
AND CABLE BOXES, VENTILATION LOUVERS, LIGHTS, ETC. SHOWN ON
SIDING SHALL BE MOUNTED ON 3/4" CEMENT BOARD PANEL.
5. REFER TO UNIT PLANS AND BUILDING PLANS FOR VARIATIONS OF
INDIVIDUAL UNITS AND BUILDING.
6. ALL ENTRY (DOORS, GARAGE DOOR, ETC.) SHALL HAVE A FLUSH ENTRY
CONDITION.
EXTERIOR ELEVATION FINISH SCHEDULE:
1. HORIZONTAL SIDING :
A. FIBER CEMENT SIDING MFR.: JAMES HARDIE
B. MODEL: HARDIE PLANK LAP SIDING, 6" EXPOSURE (HZ5 ZONE)
C. TEXTURE: SMOOTH
D. COLOR: TBD -SUBMIT COLOR SAMPLES TO ARCHITECT FOR SELECTION.
E. PROVIDE ALL ACCESSORIES AS REQUIRED FOR THE INSTALLATION OF SIDING.
COLOR OF ACCESSORIES TO MATCH SIDING, U.N.O. INSTALLATION PER
MANUFACTURER GUIDELINES.
2. TRIM BOARD :
A. FIBER CEMENT TRIM BOARD MFR.: JAMES HARDIE
B. MODEL: HARDIE TRIM BOARD, (HZ5 ZONE)
C. SIZE: VARIES -SEE ELEVATIONS AND WALL SECTIONS
D. TEXTURE: SMOOTH
E. COLOR: TBD -SUBMIT COLOR SAMPLES TO ARCHITECT FOR SELECTION.
F. PROVIDE ALL ACCESSORIES AS REQUIRED FOR THE INSTALLATION OF TRIM
BOARD(S). INSTALLATION PER MANUFACTURER GUIDELINES.
3. SOFFIT :
A. SOFFIT MFR: HARDIE SOFFIT
B. MODEL: VENTED & NON-VENTED SMOOTH
C. TEXTURE: SMOOTH
D. COLOR: TBD -SUBMIT COLOR SAMPLES TO ARCHITECT FOR SELECTION.
E. PROVIDE ALL ACCESSORIES AS REQUIRED FOR THE INSTALLATION OF SOFFIT.
INSTALLATION PER MANUFACTURER GUIDELINES.
F. VENTING: 5 SQUARE INCHES NET FREE AREA / LINEAL SQUARE FOOT
#
4. FIBERGLASS SHINGLES:
A. FIBERGLASS SHINGLES MFR.: GAF
B. MODEL / COLOR: TIMBERLINE HD (DIMENSIONAL SHINGLE) / CHARCOAL OR
EQUAL
5. DECORATIVE GABLE VENT / LOUVER :
A. MFR.: FYPON OR EQUAL
B. COLOR/TYPE: NON-VENT LOUVER, COLOR TBD -SUBMIT COLOR SAMPLE TO
ARCHITECT FOR SELECTION.
C. SIZE: SEE ELEVATIONS FOR SIZE.
6. WINDOWS :
A. WINDOW MFR.: CRYSTAL WINDOW & DOOR SYSTEMS, LTD OR EQUAL
B. TYPE: ALUMINUM THERMAL-BREAK WINDOWS.
C. MODEL: PICTURE WINDOW -SERIES 2100 & SLIDER WINDOW -SERIES 2300
W/ SCREEN (REFER TO SHEET A.701 FOR ADDITIONAL INFORMATION)
7. DOOR :
A. REFER TO SPECIFICATIONS
EXTERIORINTERIOR
3/4" PLINTH BLOCK
TO BE SAME
MATERIAL AS SIDING
EXTERIOR LIGHT/HOSE
BIBB, ETC.
SEAL PERIMETER
1/2" PLYWOOD ON
1/2" GYPSUM BOARD
FIBER CEMENT HORIZONTAL SIDING ON
3/4" MAX. RIGID INSULATION ON
EXTERIOR SHEATHING ON
2x6 WOOD STUDS @ 16" O.C. WITH
BATT INSULATION
METAL FLASHING
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
OVERALL BUILDING ELEVATIONS
A.201
ATW20.072C COLORADOFOOTHILLSMAINTENANCE GARAGESUN COMMUNITIESFORT COLLINSSCALE:1/4" = 1'-0"A.201
WEST ELEVATION4
SCALE:1/4" = 1'-0"A.201
EAST ELEVATION2
SCALE:1/4" = 1'-0"A.201
NORTH ELEVATION1
SCALE: 1/4" = 1'-0"A.201
SOUTH ELEVATION3
SCALE:1 1/2" = 1'-0"A.201
PLINTH BLOCK DETAIL7
02.18.2022 PERMIT
DOOR TYPES1/4" = 1'-0"DOOR WIDTH
DOOR HEIGHTA
DOOR WIDTH
DOOR HEIGHTB ENTRY DOOR
EXTERIOR INSULATED
HOLLOW METAL DOOR
WITH INSULATED
GLAZING (PAINTED)
HOLLOW METAL
DOOR
(PAINTED)
DOOR WIDTH
DOOR HEIGHT2"2"2"FRAME TYPES1/4" = 1'-0"AA HOLLOW METAL
FRAME
C INSULATED GARAGE
DOOR
10'-0"10'-0"2'-6" 8"
8" 1'-8" 8"
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
1/4" = 1'-0"FRAME TYPESWINDOWALUMINUM FIXED
WINDOW
(NOMINAL SIZE: 2030)
A
2'-0"3'-0"4'-0"4'-0"7'-0"ALUMINUM SLIDING
WINDOW
W/ SCREEN
(NOMINAL SIZE: 4040 SL)
B 7'-0"WINDOW NOTES
GENERAL WINDOW NOTES:
• ALL WINDOW TAG MARKS ARE LOCATED ON THE OVERALL ELEVATIONS, SHEET A.201.
• WINDOW BASIS OF DESIGN: CRYSTAL SERIES 2000A
• ALL GLAZING SHALL COMPLY WITH THE REQUIREMENTS OF THE 2015 MICHIGAN BUILDING CODE, CHAPTER 24 GLASS AND GLAZING.
• WINDOWS TO COMPLY WITH "MICHIGAN ENERGY CODE" REQUIREMENTS & ENERGY STAR RATED.
• ALL OPERABLE WINDOWS TO HAVE INSECT SCREENS.
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. PLYWOOD SHEATHING: DO NOT PAINT. PANEL TO EXTEND 8'-0" A.F.F.
3. SEE PLAN AND INTERIOR ELEVATIONS FOR LOCATION OF FRP.
4. FRP COLOR: SUBMIT COLOR SAMPLES TO ARCHITECT FOR SELECTION.
ABBREVIATIONS:
• VB = VINYL BASE
• ES = EGGSHELL
• SG = SEMIGLOSS
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 & ROOM FINISH SCHEDULE
A.701
ATW20.072C COLORADOFOOTHILLSMAINTENANCE GARAGESUN COMMUNITIESFORT COLLINSDOOR 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
1 3'-0" 7'-0" 1 3/4" A HM 6 5 4 A.702 AA HM 21 - 1
2 3'-0" 7'-0" 1 3/4" B HM 8 7 - A.702 AA HM 20 -
3 10'-0" 10'-0" 2" C PER
MANUF
3 2 1 A.702 PER
MANUF
PER
MANUF
01 - 1
ROOM FINISH SCHEDULE
RM
NO.ROOM NAME
FLOOR BASE WALL CEILING CEILING PAINT / FINISH
NOTESFINISH FINISH MATERIAL MATERIAL HEIGHT WALL CEILING
101 MAINTENANCE AREA CONC. - PLYWOOD ON GYP. BD. GYP. BD. 12'-0" E.S. FLAT
102 RESTROOM CONC. VB GYP. BD. GYP. BD. 8'-0" S.G. FLAT 3, 4
WINDOW SCHEDULE
TYPE MARK WINDOW SIZE TYPE MATERIAL GLAZING TYPE COMMENTS
A 2030 FIXED ALUMINUM INSULATED
B 4040 SLIDER ALUMINUM INSULATED
02.18.2022 PERMIT
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
MIN 4" COMPACTED GRANULAR
FILL
FIRST FLOOR
T. O. FOUNDATION
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
GYPSUM BOARD
2X6 WOOD NAILER
GARAGE DOOR TRACK
1x6 FIBER CEMENT TRIM -
SEE ELEVATIONS
WEATHER STRIPPING @ ENTIRE
PERIMETER OF GARAGE DOOR
GARAGE EXTERIOR
CAULK AND SEAL
JAMB -MINIMUM DOUBLE
2x_ WOOD STUDS
2"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
FOR DIM.
SEE PLAN
PLYWOOD SHEATHING
MAY OCCUR SEE PLAN
FOR LOCATION
TYVEK FLEX WRAP SYSTEM AROUND
ENTIRE PERIMETER OPENING. LAP
OVER WOOD FRAME, NAILER & INSUL.
JOINTS EXTEND 8" MIN.
WEATHER STRIPPING @
ENTIRE PERIMETER OF
GARAGE DOOR
GARAGE DOOR
GARAGE DOOR
TRACK
GARAGE EXTERIOR
1x6 FIBER CEMENT TRIM -
SEE ELEVATIONS
HEADER -SEE STRUCT
GYPSUM BOARD
AND VAPOR BARRIER
TYVEK FLEX WRAP AROUND ENTIRE
PERIMETER OPENING. LAP OVER
WOOD FRAME, NAILER & INSUL.
JOINTS EXTEND 8" MIN.
2x6 WOOD NAILER
TORSION SPRING
1x_ FIBER CEMENT JAMB
(RIP TO FIT)
METAL FLASHING
EXTERIOR WALL -SEE
PLAN FOR WALL TYPE
GABLE END TRUSS
2x_ NAILER
1x4 P.T. BLOCKING AROUND
ENTIRE PERIMETER OF OPENING
CONC. SLAB (SEE STRUCT)
ON 4" COMPACTED
GRANULAR FILL
1/2" PREMOLDED
EXPANSION JOINT
FILLER
5" CONCRETE SLAB WITH
REINFORCING ON
VAPOR RETARDER ON
MIN 4" COMPACTED GRANULAR
FILL
FIRST FLOOR
T. O. FOUNDATION
FOR DIM.
SEE PLAN
FOUNDATION (SEE
STRUCTURAL)
HOLLOW METAL
FRAME
DOOR SWEEP
EXTERIOR DOOR
THRESHOLD SET IN MASTIC
SLOPE
2% MAX
FROM FACE OF FOUNDATION
TO EXTERIOR FACE OF WALL
SHEATHING
GYPSUM BOARD
1x6 COMPOSITE TRIM -SEE ELEVATIONS
INTERIOR EXTERIOR
CAULK AND SEAL TYPICAL
JAMB -MINIMUM DOUBLE
2x_ WOOD STUDS D.O.EXTERIOR DOOR
EXTERIOR WALL -SEE
PLAN FOR WALL TYPE
1x4 P.T. BLOCKING AROUND ENTIRE
PERIMETER OF OPENING (PLAINED TO
MATCH INSULATION DEPTH)
FOR DIM.
SEE PLAN
CAULK AND SEAL @ ENTIRE
PERIMETER OF DOOR FRAME
SEALANT @ ENTIRE
PERIMETER -BOTH SIDES
@ ALL JOINTS
1/2"
HOLLOW METAL FRAME AND
ANCHOR2"PLUS 1"
WALL THICKNESS
PLYWOOD SHEATHING
MAY OCCUR SEE PLAN
FOR LOCATION
TYVEK FLEX WRAP SYSTEM AROUND
ENTIRE PERIMETER OPENING. LAP
OVER WOOD FRAME, NAILER & INSUL.
JOINTS EXTEND 8" MIN.
GYPSUM BOARD
1x6 COMPOSITE TRIM -
SEE ELEVATIONS
INTERIOR EXTERIOR
CAULK AND SEAL TYPICAL
HEADER -SEE STRUCTURAL
D.O.EXTERIOR DOOR
EXTERIOR WALL -SEE
PLAN FOR WALL TYPE
FOR DIM.
SEE PLAN
CAULK AND SEAL @ ENTIRE
PERIMETER OF DOOR FRAME
SEALANT @ ENTIRE
PERIMETER -BOTH SIDES @
ALL JOINTS
1/2"
HOLLOW METAL FRAME AND
ANCHOR2"PLUS 1"
WALL THICKNESS
1x4 P.T. BLOCKING AROUND ENTIRE
PERIMETER OF OPENING (PLAINED
TO MATCH INSULATION DEPTH)
PLYWOOD SHEATHING
MAY OCCUR SEE PLAN
FOR LOCATION
TYVEK FLEX WRAP SYSTEM AROUND
ENTIRE PERIMETER OPENING. LAP
OVER WOOD FRAME, NAILER & INSUL.
JOINTS EXTEND 8" MIN.D.O.GYPSUM BOARD
DOUBLE STUDS
SEALANT @ ENTIRE
PERIMETER -BOTH SIDES @
ALL JOINTS
DOOR
HOLLOW METAL FRAME AND
ANCHOR
SEE PLAN
1/2"2"PLUS 1"
WALL THICKNESSD.O.GYPSUM BOARD
HEADER -SEE
STRUCTURAL
SEALANT @ ENTIRE
PERIMETER -BOTH SIDES @
ALL JOINTS
H.M. FRAME
DOOR
SEE PLAN
1/2"
PLUS 1"
WALL THICKNESS2"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
PLYWOOD SHEATHING
MAY OCCUR SEE PLAN
FOR LOCATION 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.
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
PLYWOOD SHEATHING
MAY OCCUR SEE PLAN
FOR LOCATION
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.
WINDOW W/ INSULATED GLAZING
& SCREEN -SEE SCHEDULE
CORNER BEAD
GYPSUM BOARD RETURN
J CHANNEL
GYPSUM BOARD RETURN
GYPSUM BOARD
PLYWOOD SHEATHING
MAY OCCUR SEE PLAN
FOR LOCATION
CAULK AND SEAL ENTIRE
PERIMETER @ ALL JOINTS
HEADER -SEE
STRUCTURAL
EXTERIOR WALL -SEE
PLAN FOR WALL TYPE
1x6 FIBER CEMENT WINDOW
TRIM BOARD SURROUND
CAULK AND SEAL ENTIRE
PERIMETER @ ALL JOINTS
METAL FLASHING
1x4 P.T. BLOCKING AROUND
ENTIRE PERIMETER OF
OPENING
TYVEK FLEX WRAP SYSTEM AROUND
ENTIRE PERIMETER OPENING. LAP OVER
WOOD FRAME, NAILER & INSUL JOINTS
EXTEND 8" MIN.
METAL FLASHING
OVER WINDOW2'-6"8'-0"
2"2"2"2"2 X 6 WOOD FRAME AT 16" O.C. MAX.
4 X 4 PRESSURE TREATED WOOD POST
13
A.702
3'-0" 4"8"8"2'-6"2"2"1/4" X 4" STAINLESS STEEL PIN
SET INTO CONCRETE & LEG
POWERSTRIP MOUNTED ON WALL
4" AC PLYWOOD BACKSPLASH
2X WOOD BLOCKING IN WALL
4 X 4 PRESSURE TREATED POST
(2) 3/4" AC PLYWOOD TOP & SHELF
2 X 6 WOOD FRAMING
2 X 4 WOOD FRAMING
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 DETAILS
A.702
ATW20.072C COLORADOFOOTHILLSMAINTENANCE GARAGESUN COMMUNITIESFORT COLLINSSCALE:1 1/2" = 1'-0"A.702
GARAGE DOOR SILL1
SCALE:1 1/2" = 1'-0"A.702
GARAGE DOOR JAMB2
SCALE:1 1/2" = 1'-0"A.702
GARAGE DOOR HEAD3
SCALE:1 1/2" = 1'-0"A.702
EXTERIOR DOOR SILL4
SCALE:1 1/2" = 1'-0"A.702
EXTERIOR DOOR JAMB5
SCALE:1 1/2" = 1'-0"A.702
EXTERIOR DOOR HEAD6
SCALE:1 1/2" = 1'-0"A.702
INTERIOR DOOR JAMB7
SCALE:1 1/2" = 1'-0"A.702
INTERIOR DOOR HEAD8
SCALE:1 1/2" = 1'-0"A.702
EXTERIOR WINDOW SILL9
SCALE:1 1/2" = 1'-0"A.702
EXTERIOR WINDOW JAMB10
SCALE:1 1/2" = 1'-0"A.702
EXTERIOR WINDOW HEAD11
SCALE:1/2" = 1'-0"A.702
ENLARGED WORKBENCH PLAN12
SCALE:3/4" = 1'-0"A.702
WORKBENCH SECTION13
02.18.2022 PERMIT