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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 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
MAIL BUILDING
FORT COLLINS COLORADO
SUN COMMUNITIES
A.C.001 CODE ANALYSIS
A.101 OVERALL BUILDING PLAN, REFLECTED CEILING PLAN, AND INTERIOR ELEVATIONS
A.109 ROOF PLAN AND DETAILS
A.201 OVERALL BUILDING ELEVATIONS
A.701 DOOR AND ROOM FINISH SCHEDULE
ARCHITECTURAL SUN COMMUNITIES
27777 FRANKLIN ROAD SUITE 200
SOUTHFIELD, MICHIGAN 48034−8205
227 S.F.
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
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
STRUCTURAL
ELECTRICAL
ZONING
PROPOSED PUD - PLANNED UNIT DEVELOPMENT
TOTAL GROSS BUILDING AREA
BUILDING DATA
BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE
MBC CONSTR. TYPE: 5B (NON SPRINKLED)
USE GROUP: U - UTILITY
CODE DATA
AMENITY SITE AREA 142,214 S.F.
3.26 ACRES
SITE DATA
E.001 ELECTRICAL GENERAL INFORMATION
E.101 MAIL BUILDING - ELECTRICAL PLAN
S.001 GENERAL STRUCTURAL NOTES
S.002 GENERAL STRUCTURAL NOTES
S.003 GENERAL STRUCTURAL NOTES
S.004 SPECIAL INSPECTION SCHEDULES
S.101 FIRST FLOOR FOUNDATIONS AND ROOF
FRAMING PLAN
S.300 TYPICAL CONCRETE AND MASONRY
DETAILS
S.500 TYPICAL STEEL DETAILS
S.700 SECTIONS AND DETAILS
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
FIRE RESISTANCE RATING REQUIREMENTS
2021 iBC CONSTRUCTION TYPE - VB N.F.P.A. CONSTRUCTION TYPE V (000)
BUILDING ELEMENT FIRE RATINGS (IBC TABLE 601/602)
PRIMARY STRUCTURAL FRAME ZER0 HOUR
BEARING WALLS:
EXTERIOR ZERO HOUR
INTERIOR ZERO HOUR
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 ZERO HOUR
FLOOR CONSTRUCTION AND
SECONDARY MEMBERS ZERO HOUR
WALL REQUIREMENTS FIRE RATING REQUIRMENTS
FURNACE ROOMS W/ EQUIPMENT
OVER 400,000 BTU/HR ONE HOUR (IBC TABLE 509)
BOILER ROOMS W/ EQUIPMENT
OVER 15 PSI AND 10 HP ONE HOUR (IBC TABLE 509)
LAUNDRY ROOM OVER 100 S.F. ONE HOUR (IBC TABLE 509)
CORRIDOR WALLS ZERO HOUR (PER IBC SECTION 407.3/710/TABLE 1020.1)
FIREWALLS TWO HOUR (PER IBC SECTION 706)
SMOKE BARRIERS ONE HOUR (PER IBC SECTION 407.5/709)
SMOKE PARTITIONS ZERO HOUR (PER IBC SECTION IBC 710)
SHAFT ENCLOSURES ONE HOUR (PER IBC SECTION 713.4)
EXIT ENCLOSURES ONE HOUR (PER IBC SECTION 707.3.3/713.4)
EXIT PASSAGEWAYS ONE HOUR (PER IBC SECTION 707.3.4, 1024.3))
HORIZONTAL EXITS TWO HOUR (PER IBC SECTION 707.3.5, 1026.2)
INFORMATION TECHNOLOGY ROOMS ONE HOUR RATED WALLS
WITHOUT FIRE SUPPRESSION TWO HOUR RATED CEILING (PER IBC SECTION 903.2)
CODE DATA
BUILDING CODE: NTERNATIONAL BUILDING CODE - 2021
IBC
CONSTRUCTION TYPE: VB
NFPA 220
CONSTRUCTION TYPE: V (000)
USE GROUP: U - (UTILITY)
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
HEIGHT AND AREA MODIFICATIONS-IBC
ALLOWABLE AREA CALCULATION
(PER IBC SECTION 506)
Aa = At + (NS x If) x Sa
At = 5,500 S.F. (VB/U)
If = (F/P - .25) W/30 = .75
Sa = 1
Aa = [5,500 + (5,500x.75 )] x 1
=9,625 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 MAIL BUILDING = 227 S.F.
MAX. ALLOW. AREA / FLOOR = 9,625 S.F.
MAIL BUILDING
100
1 2MAX TRAVEL DISTANCE = 13'-10"MAX TRAVEL DISTANCE = 13'-10"
LIFE SAFETY LEGEND
EXIT
TRAVEL DISTANCE
EGRESS PATH ORIGIN
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: 0.15 INCHES PER OCCUPANT
EGRESS WIDTH CALCULATIONS
DOOR #DOOR DESCRIPTION
1
2
3' 0" ALUMINUM & GLASS
3' 0" ALUMINUM & GLASS
EGRESS WIDTH FROM BUILDING
= 2 OCCUPANTS x 0.15 INCHES PER OCCUPANT =
EGRESS
WIDTH REQD.
EGRESS WIDTH
PROVIDED
34"
34"
-
-
68".3"
STANDARD BARRIER FREE MOUNTING HEIGHTS
PICTOGRAM
MIN 6"x6" OVERALL
SIGNAGE
8"60"CL
CL18" MIN18" MINCL
SIGNAGE
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.
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
CODE ANALYSIS
A.C.001
ATW20.072B COLORADOFOOTHILLSMAIL BUILDINGSUN COMMUNITIESFORT COLLINSSCALE:1/4" = 1'-0"A.C.001
CODE ANALYSIS1
OCCUPANT LOAD CALCULATIONS
ROOM NAME AREA AREA PER OCCUPANT OCCUPANT LOAD
100 MAIL BUILDING 180 SF 100 SF 2
TOTAL OCCUPANT LOAD 2
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
A.201
3
7 MAILBOX EACH
END - SEE
SPECIFICATIONS 2'-0" 5'-10" 2'-0"
A.201
1
A.2012
A.201 4
6
A.101
3" 9'-10" 3"
ELECTRICAL
1
A
B
2
3"2'-0"
24'-6"10'-4"8'-6"201 6
A.701
A.101
7 10'-4"22'-0"EQ 2'-8" 2'-8" EQEQ EQ10'-4"A.101
5
2
3
4
MAILBOX - SEE
SPECIFICATIONS
202
WALL LEGEND:
CMU WALL
**NOTE: WALL LEGEND SHOWN FOR GRAPHICAL REFERENCE ONLY.
REFER TO WALL TYPES AND SECTIONS FOR ADDITIONAL DETAILS
AND INFORMATION.
1. UTILIZE 8"x8"x16" CONCRETE MASONRY UNITS FOR WALLS. SEE
STRUCTURAL FOR GROUTING & REINFORCEMENT REQUIREMENTS.
2. VERIFY SIZE AND LOCATION OF MECHANICAL AND ELECTRICAL
EQUIPMENT, PADS, PENETRATIONS AND SUPPORTS WITH
MECHANICAL AND ELECTRICAL DRAWINGS.
3. COORDINATE ALL METER LOCATIONS WITH CIVIL, PLUMBING AND
ELECTRICAL DRAWINGS.
GENERAL PLAN NOTES:
BOTT. OF FOUNDATION
GRADE
FIRST FLOOR8"3'-4"A B
A.701
5
2
12
6
A.701
T.O.S - LOW1'-5"9'-0"T.O.S - HIGH
1
B
8X8 STEEL COLUMN ON
METAL BASE PLATE-
SEE STRUCTURAL
8" CMU WALL W/
HORIZONTAL & VERTICAL
STEEL REINFORCING
8
A.101
MANUFACTURED STONE
VENEER
9
A.101
1
9
A.101
4"B
8
A.101
THRU WALL
MEMBRANE FLASHING
MANUFACTURED STONE
VENEER ON MORTAR SETTING BED
ON MORTAR SCRATCH COAT WITH
LATH ON CMU WALL
DRIP EDGE
4" LIMESTONE CAP
8"X8" STEEL COLUMN W/
STEEL BASE PLATE & ANCHOR BOLTS
INTO BLOCK
4"3/8"
BACKER ROD & SEALANT
A B6
A.701
201
6
A.1011 2
MAILBOX W/ DEPOT
BASE
STANDING SEAM
METAL ROOF
MANUFACTURED STONE
ON MASONRY WALL
AB
STANDING SEAM
METAL ROOF
MANUFACTURED STONE
ON MASONRY WALL
ALUMINUM STOREFRONT
MAILBOX W/
DEPOT BASE
202
6
A.101 12
MAILBOX W/ DEPOT
BASE
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 2021 - FUSCO, SHAFFER & PAPPAS, INC.
FSP PROJECT NO.
DATE ISSUE
SEAL
OVERALL BUILDING PLAN, REFLECTED
CEILING PLAN, AND INTERIOR ELEVATIONS
A.101
ATW20.072B COLORADOFOOTHILLSMAIL BUILDINGSUN COMMUNITIESFORT COLLINSSCALE:1/4" = 1'-0"A.101
FIRST FLOOR PLAN1
TRUE NORTH
SCALE:1/4" = 1'-0"A.101
INTERIOR ELEVATION6
SCALE:1" = 1'-0"A.101
ENLARGED DETAIL7
SCALE:1" = 1'-0"A.101
SECTION THRU
STONE CAP8
SCALE:1" = 1'-0"A.101
SECTION THRU
STONE CAP9
SCALE:1/4" = 1'-0"A.101
INTERIOR ELEVATION2
SCALE:1/4" = 1'-0"A.101
INTERIOR ELEVATION3
SCALE:1/4" = 1'-0"A.101
INTERIOR ELEVATION4
SCALE:1/4" = 1'-0"A.101
INTERIOR ELEVATION5
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
ICE AND WATER SHIELD
ROOF PLAN LEGEND
OUTLINE OF EXTERIOR WALL
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 ROOF.
1
A
B
2
2:12ICE AND WATER SHIELD
OVER ENTIRE ROOF
6
A.701
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.
REFLECTED CEILING PLAN NOTES:
SYMBOL DESCRIPTION
REFLECTED CEILING PLAN SYMBOLS LEGEND
WATERPROOF LED DOWNLIGHT
SOFFIT VENT
6
A.101
1
A
B
2
6
A.701
1'-8"5'-4" 10'-8" 6'-0" 1'-8"
22'-0"
8" 2'-11"
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.
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
ROOF PLAN AND DETAILS
A.109
ATW20.072B COLORADOFOOTHILLSMAIL BUILDINGSUN COMMUNITIESFORT COLLINSTRUE NORTH
SCALE:1/4" = 1'-0"A.109
ROOF PLAN1
SCALE:1/4" = 1'-0"A.109
REFLECTED CEILING PLAN3
TRUE NORTH
ROOM FINISH SCHEDULE
RM NO. ROOM NAME
FLOOR BASE WALL CEILING CEILING PAINT / FINISH
NOTESFINISH FINISH MATERIAL MATERIAL HEIGHT WALL CEILING
100 MAIL BUILDING STAINED CONCRETE CMU VARIES (STONE AND CMU) WOOD PANELS VARIES CMU PORCH BOARD
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
BOTT. OF FOUNDATION
GRADE
FIRST FLOOR
STANDING SEAM
METAL ROOF
6
A.101
3'-4"8"12
6'-8"MANUFACTURED
STONE VENEER
4" STONE CAP
ALUMINUM WRAPPED
1X6 FASCIA BOARD
T.O.S - LOW
9'-0"T.O.S - HIGH
ELECTRIC PANEL
AND DISCONNECT
BOTT. OF FOUNDATION
GRADE
FIRST FLOOR
6
A.101
1 2
8"3'-4"1/4" METAL PLATE W/ POWDER
COAT FINISH PIN MOUNTED TO
MANUFACTURED STONE
VENEER WALL6'-8"2'-6"5'-0"3'-3"3'-0"3'-3"5'-0"2'-6"
T.O.S - LOW
9'-0"T.O.S - HIGH
22'-0"
PIN MOUNTED
BULLETIN BOARD &
DIRECTORY
MANUFACTURED
STONE VENEER
4" STONE CAP
ALUMINUM WRAPPED
1X6 FASCIA BOARD
INSULATED GLAZING IN
ALUMINUM STOREFRONT
FRAMING
VERIFY DESIGN
BOTT. OF FOUNDATION
GRADE
FIRST FLOOR
AB
201
MIN.4'-0"2'-0"7'-0"4"DIRECTORY SIGN
HSS 8X8X1/4 COLUMN
6
A.701
T.O.S - LOW
T.O.S - HIGH
ALUMINUM WRAPPED
1X6 FASCIA BOARD
STANDING SEAM
METAL ROOF ON
3" METAL DECK
MANUFACTURED
STONE VENEER
INSULATED GLAZING IN
ALUMINUM STOREFRONT
SYSTEM
LIGHT FIXTURE
PORCH BOARD
SOFFIT
BOTT. OF FOUNDATION
GRADE
FIRST FLOOR
A B
4'-0"2'-0"4"6'-8"8"3'-4"STANDING SEAM
METAL ROOF
2
12
8X8X1/4 COLUMN
ALUMINUM WRAPPED
1X6 FASCIA BOARD
MANUFACTURED
STONE VENEER
6
A.701
8X8X3/8 BEAM (TYP.)T.O.S - LOW
9'-0"T.O.S - HIGH
202
GENERAL ELEVATION NOTES
1. 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.
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
OVERALL BUILDING ELEVATIONS
A.201
ATW20.072B COLORADOFOOTHILLSMAIL BUILDINGSUN COMMUNITIESFORT COLLINSSCALE:1/4" = 1'-0"A.201
ELEVATION3
SCALE: 1/4" = 1'-0"A.201
ELEVATION1
SCALE:1/4" = 1'-0"A.201
ELEVATION2
SCALE: 1/4" = 1'-0"A.201
ELEVATION4
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS
PPODFWDLO5 1/2"2 3/4"4 1/2"
AA
WIDTH
DOOR
ALUMINUM
STOREFRONT
FRAMING
2"2"DOOR HEIGHT2"ALUMINUM DOOR
W/GLAZING
A
DOOR WIDTH
DOOR HEIGHT10"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
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"
4 1/2"SIDELITE - SEE FRAME TYPESD.O. SEE SCHEDULE2"ALUMINUM FRAME
INSULATED GLAZING
ALUMINUM DOOR
WITH INSULATED
GLAZING SIDELITE - SEE FRAME TYPESSIDELITE - SEE FRAME TYPES2"ALUMINUM FRAME
INSULATED GLAZING
INSULATED
GLAZING
4 1/2"
WINDOW TO DOOR
DETAIL
WINDOW TO
WINDOW DETAIL
SILL ANCHORS W/ VERTICAL
REINFORCEMENT
SEALANT @ENTIRE
PERIMETER -BOTH SIDES
ALUMINUM FRAME W/ SILL
REINFORCEMENT
SIDELITE -SEE FRAME TYPESFOUNDATION
CONCRETE SLAB
1/2" EXPANSION JOINT
MATERIAL W/ SEALANT
SLOPE
2% MAX
MANUFACTURED STONE
VENEER BEYOND
6"4 1/2"
INSULATED GLAZING
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
BOTT. OF FOUNDATION
GRADE
FIRST FLOOR
A
9'-0"8"3'-4"T.O.S - LOW
4"6'-8"4'-0"MANUFACTURED STONE VENEER ON
MORTAR SETTING BED ON
MORTAR SCRATCH COAT WITH LATH ON
8" C.M.U WITH HORIZONTAL LADDER
REINFORCING 16" OC. VERTICAL -
SEE STRUCTURAL
HSS 8X8X3/8 STEEL
BEAM, SEE STRUCTURAL
PAINT EXPOSED CONCRETE
BLOCK TO MATCH STONE
VENEER FINISH
MAILBOX TYP., SEE SPECS
FOR MOUNTING HEIGHTS
REQUIREMENTSSECURE MAILBOX
CABINETS TO BLOCK
WALL AS NEEDED
GROUT SOLID
BELOW FLASHING
5" CONCRETE SLAB WITH
WWF STEEL REINFORCING,
VAPOR BARRIER AND
4" COMPACTED BASE,
SEE STRUCTURAL
1/2" EXPANSION JOINT
STAINLESS STEEL METAL
SCREED SET IN SEALANT
FLASHING
ALUMINUM WRAPPED
1x6 FASCIA BOARD
METAL STANDING SEAM ROOF
CEMENT PORCH BOARD ON
3/4" PLYWOOD ON
METAL DECK
HSS 8X8X3/8
STRUCTURAL BEAM,
SEE STRUCTURAL
RECESSED LIGHTING WITH
JUNCTION BOX METAL SHIMMING
1 1/2"
1 1/2"
DRIP EDGE
BOND BEAM -SEE
STRUCTURAL
BOTT. OF FOUNDATION
GRADE
FIRST FLOOR
2
3'-4" 8"
A.701
1
A.701
2
COMPACTED
GRANULAR FILL
EXPOSED CONCRETE
MASONRY COURSE,
PAINT TO MATCH
STONE VENEER
HSS 8X8X3/8 BEAM,
SEE STRUCTURAL
MAIL BOX CABINET (TYP.)
SEE SPECS FOR MOUNTING
REQUIREMENTS
MANUFACTURED STONE
VENEER
ALUMINUM DOOR AND FRAME,
SEE SCHEDULE
INSULATED
GLAZING
4" STONE CAP
SLOPE
2% MAX
5" SUPPORTED CONCRETE
SLAB W/ STEEL
REINFORCEMENT (SEE
STRUCTURAL) ON
1" GALV. METAL DECK ON
2" MIN. VOID SPACE
5" CONCRETE SLAB WITH
WWF STEEL REINFORCING,
VAPOR BARRIER AND
4" COMPACTED BASE,
SEE STRUCTURAL
L2 1/2X 2 1/2 X 1/4
STIFFENERS (TYP.)
STANDING SEAM METAL
ROOF ON
3" METAL DECK
ALUMINUM WRAPPED
1X6 FASCIA BOARD
RECESSED LED WITH
2" JUNCTION BOX
CEMENT PORCH BOARD ON
3/4" PLYWOOD ON
METAL DECK
NOTCH STONE CAP TO
FIT AROUND STOREFRONT
1/2" EXPANSION JOINT
GLAZING NOTES
A. GLAZING AT ALL EXTERIOR DOORS, SIDELITES AND
FIXED LITES MUST BE INSULATED SAFETY GLAZING.
• ALL MEANS OF EGRESS DOORS SHALL BE READILY OPERABLE FROM EGRESS SIDE WITHOUT KEY OR SPECIAL KNOWLEDGE.
• G.C. TO CONFIRM HAND OF ALL DOORS.
• WEATHERSTRIPPING ON ALL EXTERIOR DOORS.
• GC TO COORDINATE ROUGH OPENING REQUIREMENTS WITH MANUFACTURER PRIOR TO CONSTRUCTION.
• EXTERIOR DOORS TO HAVE INSULATED GLAZING.
DOOR AND HARDWARE GENERAL NOTES
EYE ANCHORS WITH 4" PINS
AT JOINTS
DRIP EDGE
THRU WALL FLASHING
S LOP E
4" STONE CAP
BOND BEAM - SEE
STRUCTURAL
MANUFACTURED STONE VENEER ON
MORTAR SETTING ON
MORTAR SCRATCH COAT
WITH METAL LATH ON
8" CMU WALL
1/2" PRESSURE TREATED
WOOD SHIM
BACKER ROD & SEALANTS
ALUMINUM SILL SECTION
GLAZING
SHIM, BACKER ROD AND
SEALANT @ ENTIRE
PERIMETER -BOTH SIDES
ALUMINUM FRAME
MANUFACTURED
STONE VENEER
ALUMINUM RECEIVER 2 1/2"4 1/2"
PRESSURE TREATED
2X4 SECURED TO BLOCK
ALUMINUM STOREFRONT
2 1/2"1/2"
8" MASONRY WALL
1/2" MORTAR SCRATCH
COAT W/ EXPANDED
METAL LATH
BACKER ROD & SEALANT
HARDWARE SET "A":
1 EA. PULL
1 EA. PUSH PAD
1 EA CLOSER
1 EA GASKETS
1 EA CONTINUOUS HINGE
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
DOOR AND ROOM FINISH SCHEDULE
A.701
ATW20.072B COLORADOFOOTHILLSMAIL BUILDINGSUN 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
201 3'-0" 7'-0" 1 3/4" A ALUM. 2 1 A.701 A ALUMINUM 22 -
202 3'-0" 7'-0" 1 3/4" A ALUM. 2 1 A.701 A ALUMINUM 22 -
SCALE:1 1/2" = 1'-0"A.701
ALUMINUM DOOR SILL DETAIL1DOOR TYPES1/4" = 1'-0"FRAME TYPES1/4" = 1'-0"SCALE:1 1/2" = 1'-0"A.701
ALUM. STOREFRONT INTERMEDIATE DETAILS2
SCALE:1 1/2" = 1'-0"A.701
SIDELITE ALUMINUM STOREFRONT SILL4
SCALE:1" = 1'-0"A.701
WALL SECTION5
SCALE:1" = 1'-0"A.701
WALL SECTION6
SCALE:1 1/2" = 1'-0"A.701
DETAIL AT STONE SILL9
SCALE:1 1/2" = 1'-0"A.701
ALUM. STOREFRONT JAMB3
02.18.2022 PERMIT
06.15.2022 CITY COMMENTS