24024_SPWC_DD_20250814 (1)N
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PROPOSED DESIGN 24024WELCOME CENTER
SALEM PUBLIC SCHOOLS
08/14/25
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30 Leavitt Street, Salem MA
1 PROPOSED AXON VIEW2PROPOSED VIEW FROM NE CORNER
4 PROPOSED VIEW FROM PARK3
PROPOSED VIEW FROM LEAVITT
STREET
1.
2.
3.
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6.
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11.
12.
ALL OF THE WORK SHOWN ON THE DRAWINGS IS THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE.
THE CONTRACTOR SHALL REVIEW THE CONTRACT DOCUMENTS AND VERIFY
EXISTING SITE CONDITIONS PRIOR TO SUBMITTING A BID, PROPOSAL, OR
AGREEMENT. THE CONTRACTOR'S PROPOSAL SHALL INCLUDE ALL TRADES AND
SERVICES NECESSARY FOR COMPLETION OF WORK. THE CONTRACTOR SHALL
NOTATE ALL EXISTING CONDITIONS WHICH INTERFERE OR CONFLICT WITH THE
WORKING DRAWINGS AND REPORT THE INCONSISTENCIES PRIOR TO BID,
PROPOSAL, OR AGREEMENT.
CONSTRUCTION MEANS AND METHODS ARE THE SOLE RESPONSIBILITY OF THE
BUILDER. THE DESIGNER HAS ACCOUNTED FOR THE MOST COMMON OF
TECHNIQUES USED IN THE DESIGN OF THIS PROJECT.
THE CONTRACTOR IS THE SOLE PARTY IN CONTROL OF THE WORK ENVIRONMENT,
AND MUST VERIFY ALL DIMENSIONS ON THE PROVIDED DRAWINGS WITH EXISTING
SITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER.
ALL DIMENSIONS ARE TO BE VERIFIED IN THE FIELD, WITH ANY DISCREPANCIES
REPORTED TO THE DESIGNER BEFORE PROCEEDING WITH THE WORK. DO NOT
SCALE THESE DRAWINGS. IF A DISCREPANCY IS FOUND, THE CONTRACTOR IS TO
CONTACT THE DESIGNER FOR INTERPRETATION OF INTENT PRIOR TO
COMMENCEMENT OF WORK. ALL WORK SHALL BE PERFORMED BY LICENSED
CONTRACTOR ACCORDING TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL
LAWS, CODES & STANDARDS.
ALL MATERIALS AND CONSTRUCTION ASSEMBLIES SHALL CONFORM TO ALL
APPLICABLE MANUFACTURER'S SPECIFICATIONS, INSTALLATION, AND
PERFORMANCE STANDARDS.
ALL NEW CONSTRUCTION ASSEMBLIES SHALL COMPLY WITH THE MASSACHUSETTS
ENERGY CODE.
ALTERATION/RENOVATION WORK REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE
REGARDING EXISTING CONDITIONS. BECAUSE THESE ASSUMPTIONS CANNOT BE
VERIFIED WITHOUT GREAT EXPENSE AND/OR DESTROYING SERVICEABLE
PORTIONS OF THE BUILDING, THE DESIGNER SHALL NOT BE RESPONSIBLE FOR ANY
UNFORESEEN CONDITIONS INCLUDING ANY HAZARDOUS MATERIAL.
UNLESS OTHERWISE NOTED, ALL DETAILS ARE CONSIDERED TO BE TYPICAL AND
SHALL BE USED WHERE APPLICABLE.
THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE
CONDITIONS OF THE JOB SITE AT ALL TIMES. THIS INCLUDES SAFETY OF THE
PERSONS & PROPERTY, AND FOR ALL INDEPENDENT ENGINEERING REVIEWS OF
THESE CONDITIONS. THE DESIGNER'S OR ENGINEER'S JOB SITE REVIEWS ARE NOT
INTENDED TO INCLUDE REVIEW OF THE CONTRACTOR'S SAFETY MEASURES.
PLANS, NOTATIONS AND DETAILS ARE HIERARCHICAL. HIGHLY DETAILED DRAWINGS
TAKE PRECEDENCE OVER LOWER DETAILED DRAWINGS. NOTATIONS TAKE
PRECEDENCE OF GRAPHICAL DRAWINGS.
WHERE MECHANICAL, ELECTRICAL, PLUMBING, OR SPECIALTY DRAWINGS ARE
PREPARED BY THE CONTRACTOR OR THE CONTRACTOR'S SUB-CONTRACTOR, THE
DRAWINGS SHALL BE CONSIDERED SHOP DRAWINGS AND SHALL BE SUBMITTED TO
THE DESIGNER FOR REVIEW PRIOR TO SUBMITTAL TO THE BUILDING DEPARTMENT
AND/OR COMMENCEMENT OF WORK. THE DESIGNER RETAINS THE RIGHT TO
REJECT SHOP DRAWINGS NOT IN CONFORMANCE WITH THE DESIGN INTENT.
1.THE CONTRACTOR MUST NOTIFY THE OWNER IN WRITING OF ANY ADDITIONAL
TERMS, QUALIFICATIONS, OR CONDITIONS WITH THEIR BID, AS SUCH CLAIMS
WILL NOT BE CONSIDERED AFTER THAT TIME.
ADDITIONAL TERMS OR CONDITIONS
OWNERSHIP OF DOCUMENTS
1.THE CONSTRUCTION DOCUMENTS AS INSTRUMENTS OF PROFESSIONAL SERVICE
ARE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER. DOCUMENTS ARE
NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS OR PURPOSES
OF BY ANY OTHER PARTIES OTHER THAN THOSE AUTHORIZED BY CONTRACT
WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF THE DESIGNER.
GENERAL NOTES
EXISTING WALL TO REMAIN
NEW WALL
DOOR TAG
WINDOW TAG
XXX
XX
ROOM TAGRoom
X
E (EGRESS)
T (TEMPERED)
1 REVISION
PLAN DETAIL
SHEET
NUMBER
PLACEMENT
ON SHEET
BUILDING SECTIONSHEET
NUMBER
PLACEMENT
ON SHEET
ROOM
NUMBER
X'-XX"
DIMENSION
STEP
REMOVE WALL
REMOVE ELEMENT
CONSTRUCTION PHASING KEY
DRAWING SYMBOLS KEY
PROJECT SITE
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SALEM PUBLIC SCHOOLS
WELCOME CENTER
30 Leavitt Street, Salem MA
DESIGN DEVELOPMENT SET
Drawing
No.Sheet Name
A1 PROPOSED DESIGN
A0.0 COVER
A0.1 CODE + LIFE SAFETY
A0.2 ARCHITECTURAL SITE PLAN
AX1.1 EXISTING FIRST FLOOR DEMOLITION
AX1.2 EXISTING SECOND FLOOR DEMOLITION
AX1.3 EXISTING ROOF DEMOLITION
AX3.0 EXISTING ELEVATIONS DEMOLITION
A1.0 PROPOSED FOUNDATION
A1.1 PROPOSED FIRST FLOOR
A1.2 PROPOSED SECOND FLOOR
A1.3 PROPOSED ROOF
A2.1 PROPOSED FIRST FLOOR RCP
A2.2 PROPOSED SECOND FLOOR RCP
A3.1 PROPOSED EXTERIOR ELEVATIONS
A4.0 PROPOSED BLDG SECTIONS
A4.1 PROPOSED WALL SECTIONS I
A4.2 PROPOSED WALL SECTIONS II
A5.0 PROPOSED SECTION DETAILS I
A5.1 PROPOSED SECTION DETAILS II
A5.2 PROPOSED SECTION DETAILS III
A6.0 PROPOSED LULA PLANS + DETAILS
A6.1 PROPOSED ELNARGED PLANS + ELEV
A7.0 PROPOSED FINISHES SCHEDULE
A7.1 PROPOSED FIRST FLOOR FINISHES
A7.2 PROPOSED SECOND FLOOR FINISHES
A7.3 PROPOSED PARTITION TYPES
A8.1 PROPOSED WINDOWS
A8.2 PROPOSED DOORS
1 PROPOSED RENOVATION
LOCUS MAP
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SCOPE OF WORK
The scope of work consists of the demolition of greater
than 50% of the existing building to facilitate the
construction of a new two story 3000 SF office building
for the City of Salem public school system.
CODE REVIEW
Governing CodeS:
2021 IBC with MA ammendments
2021 IECC
248 CMR 10th Edition Massachusetts Ammendments
521 CMR Massachusetts Architectural Access Board Reg.
General Building Data
Building Use Group Classification: B (Business) - Office
FireProtrection: Fire Suppression System
Construction Type: VB - Unprotected Wood Frame
Building Height and Area:
Allowable = 3 stories (60ft) 27,000 SF
Proposed = 2 stories (26ft) 3,017 SF
IBC Existing Buildings Code
Hazard Index: Assembly Use =3
Previous use was a Business Use -abutting uses are M-Mercantile and B-Business
Change of Hazard Index = 0
Access is required and provided for persons with disabilities and provision of a
carbon monoxide detector is required and provided as is Fire Alarm, Emergency
lights, and Exit Signage per NFPA 72.
Means of Egress
Number of Exits:
Table 1006.2.1 Spaces with one exit or exit access doorway:
The 1538 SF second floor conforms to the code with a max travel distance of 63'-11"
and 11 occupants.
Section 1011. 2 Stairway Width and Capacity
Exception 1: Stairways serving an occupant load of less than 50 shall have a width
of not less than 36 inches.
The proposed stairwell conforms to Exception 1 of this section due to the occupant
load of 11.
Table 1017.2 Exit Access Travel Distance
The proposed design conforms to the max travel distance requirements of this
section
Second Floor: 63'-11"
First Floor: 53'-11"
Plumbing Code:
Plumbing Fixture Requirements
Mass Plumbing Code Table 1
Restaurant Occupancy (24 men, 24 women)
Women's toilets (1 per 30) = 1 toilet
Men's toilets (1 per 60) = 1 toilet Lavs: 1:200
Interior Finishes:
Table 803.13 Interior Wall and Ceiling Finish Requirements by Occupancy
Interior exit stairways, ramps and exit passageways : B
Corridors and enclosure for exit access stairways and ramps: c
Rooms and enclosed spaces: C
240 CMR:
10.10 Table 1: Minimum Facilities for Building Occupancy
Female: 1 Toilet per 20 occupants, I Lav per 50 occupants
Male : 1 Toilet per 25 occupants, I Lav per 50 occupants
(g) Use of Unisex/gender Neutral Toilet Rooms
Wherever 248 CMR 10.00 requires two or more toilet fixtures designated by gender,
those facilities may be replaced with single use gender-neutral toilet rooms pursuant
to one of the following options:
Every gender designated toilet fixture is replaced with an equal number of single use
unisex gender-neutral toilet rooms.
The proposed design conforms to this section of the code based on the number of
required fixtures and the employment of two (2) unisex single user restrooms.
Interior Finishes:
Finishes - New Construction
Interior Finish Requirements:
Exit Access Corridors and open space: Class II
Enclosed Rooms: Class III
(class III wainscoting allowable over noncombustible backing)
Universal Design/Accessibility
Items that are regulated for this building include:
Accessible Parking Space
- Provided in Public Parking in Lot,
Accessible Path
- Accessible route provided from Lot and exist.
HC spaces have existing detectable warning surface at curb
Accessible Entrance and Doors - Accessible Hardware and 36” min door width
Accessible Counters -3’-0" ht, Lavs at 2’-10”
Accessible Interior Path of Travel - 3'-0" min Aisle width + required maneuvering
clearances per 521 CMR
Accessible Toilet Rooms - Male & Female
Fire Alarms and Fire Extinguishers
Set operating heights at 42" AFF
First Floor
Second Floor
Table 1004.5 Area (SF)
150/SF
1467
1549
Occupancy
11
10
21
Level
Total
150/SF
3016
DISTANCE TO EXIT A
DISTANCE TO EXIT B
DISTANCE TO EXIT A
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DISTANCE TO EXIT C
DISTANCE TO EXIT A
DISTANCE TO EXIT C
EXIT A
EXIT B
EXIT C
Fire Extinguisher
Means of Egress
Horn Strobe
Pull Station
Exit Sign w/
Emergency Light
PS
F.E.C
Smoke/Carbon DetectorS/C
Smoke DetectorSEmergency Exit Sign
EGRESS PLAN LEGEND
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1/4" = 1'-0"2 NEW SECOND FLOOR
1/4" = 1'-0"1 NEW FIRST FLOOR
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EXISTING TO REMAIN EXTERIOR TOILET ROOMS
NEW CONCRETE STAIR AT REAR EXIT.
REFER TO CIVIL DRAWINGS FOR MORE
INFORMATION.
NEW METAL HANDRAILS.
NEW CONCRETE STAIR AT EXTERIOR
MECHANICAL ROOM. REFER TO CIVIL
DRAWINGS FOR MORE INFORMATION.
NEW CONCRETE RAMP AND STAIR DESIGN AT EXITS
A AND C. REFER TO CIVIL DRAWINGS FOR MORE
INFORMATION.
PROPOSED PLANTING BED.
REFER TO CIVIL DRAWINGS FOR
MOORE INFORMATION.
PRPOPSED WOODEN BENCH.
EXISTING TO REMAIN CONCRETE SIDEWALK
EXISTING TO REMAIN CONCRETE SIDEWALK
8"6' - 0"8"
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8"
10
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8"
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8"
6'
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8"
34' - 0"
NEW CONCRETE STAIR AT EXIT C.
REFER TO CIVIL DRAWINGS FOR MORE
INFORMATION.
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1/4" = 1'-0"1 Site Plan
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AX3.0 1
AX3.0
3
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12' - 3"
01
01
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26' - 0"21' - 9 1/2"
02
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14
14
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13 13 13 13
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10 10
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2' - 9 1/2"1' - 5"
01 0101010101
01
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16
16
DEMO KEYNOTES
DEMO EXISTING WINDOW, TRIM AND FRAME IN ITS ENTIRETY. CLEAN
MASONRY OPENING AND PREP FOR NEW WORK.
DEMO EXISTING DOOR AND FRAME IN ITS ENTIRETY. CLEAN MASONRY
OPENING AND PREP FOR NEW WORK.
EXTERIOR BRICK WALL IS EXISTING TO REMAIN. PROVIDE TEMPORARY
SUPPORT DURING CONSTRUCTION PER STRUCTURAL DRAWINGS AND
SPECIFICATIONS.
DEMO EXISTING STAIR AND DECK IN ITS ENTIRETY INCLUDING WOODEN
HANDRAILS.
DEMO EXISTING EXTERIOR WOOD FRAME WALLL ABOVE EXISTING TO
REMAIN BRICK WALL.
SAW CUT EXISTING BRICK WALL WITHIN GIVEN DIMENSION FOR PARTIAL
DEMO. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
DEMO EXISTING CONCRETE RAMP IN ITS ENTIRETY INCLUDING IRON
HANDRAILS, SUPPORT WALLS AND FOOTINGS.
DEMO EXISTING ROOF STRUCTURE IN ITS ENTIRETY.
DEMO EXISTING GUTTERS AND DOWNSPROUTS.
01
02
03
04
05
06
07
08
09
EXISTING EXTERIOR DOOR TO REMAIN.10
11 DEMO EXISTING LIGHT FIXTURES THROUGHOUT.
12 RELOCATE ELECTRICAL METER AND SERVICE HEAD.
13 EXISTING ELEMENT TO REMAIN. PROTECT WHILE WORK IS COMPLETED.
DEMO EXISTING DOOR AND FRAME IN ITS ENTIRETY. 14
DEMO EXISTING SIDING MATERIAL DOWN TO EXISTING SHEATHING AS
INDICATED. PREP AREA FOR NEW SIDING AS SPECIFIED.
15
DEMO EXISTING WOOD FRAMED STRUCTURE IN ITS ENTIRETY. 16
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1/2" = 1'-0"1 01 - Existing First Floor
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DEMO KEYNOTES
DEMO EXISTING WINDOW, TRIM AND FRAME IN ITS ENTIRETY. CLEAN
MASONRY OPENING AND PREP FOR NEW WORK.
DEMO EXISTING DOOR AND FRAME IN ITS ENTIRETY. CLEAN MASONRY
OPENING AND PREP FOR NEW WORK.
EXTERIOR BRICK WALL IS EXISTING TO REMAIN. PROVIDE TEMPORARY
SUPPORT DURING CONSTRUCTION PER STRUCTURAL DRAWINGS AND
SPECIFICATIONS.
DEMO EXISTING STAIR AND DECK IN ITS ENTIRETY INCLUDING WOODEN
HANDRAILS.
DEMO EXISTING EXTERIOR WOOD FRAME WALLL ABOVE EXISTING TO
REMAIN BRICK WALL.
SAW CUT EXISTING BRICK WALL WITHIN GIVEN DIMENSION FOR PARTIAL
DEMO. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
DEMO EXISTING CONCRETE RAMP IN ITS ENTIRETY INCLUDING IRON
HANDRAILS, SUPPORT WALLS AND FOOTINGS.
DEMO EXISTING ROOF STRUCTURE IN ITS ENTIRETY.
DEMO EXISTING GUTTERS AND DOWNSPROUTS.
01
02
03
04
05
06
07
08
09
EXISTING EXTERIOR DOOR TO REMAIN.10
11 DEMO EXISTING LIGHT FIXTURES THROUGHOUT.
12 RELOCATE ELECTRICAL METER AND SERVICE HEAD.
13 EXISTING ELEMENT TO REMAIN. PROTECT WHILE WORK IS COMPLETED.
DEMO EXISTING DOOR AND FRAME IN ITS ENTIRETY. 14
DEMO EXISTING SIDING MATERIAL DOWN TO EXISTING SHEATHING AS
INDICATED. PREP AREA FOR NEW SIDING AS SPECIFIED.
15
DEMO EXISTING WOOD FRAMED STRUCTURE IN ITS ENTIRETY. 16
01
01
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01
04
04
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05
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08
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13' - 9"
14
14
14
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16
16
01
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1/2" = 1'-0"1 02 - Existing Second Floor
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0808
08 08
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21' - 9"
6'
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28' - 0"
14' - 1"
6'
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"
DEMO KEYNOTES
DEMO EXISTING WINDOW, TRIM AND FRAME IN ITS ENTIRETY. CLEAN
MASONRY OPENING AND PREP FOR NEW WORK.
DEMO EXISTING DOOR AND FRAME IN ITS ENTIRETY. CLEAN MASONRY
OPENING AND PREP FOR NEW WORK.
EXTERIOR BRICK WALL IS EXISTING TO REMAIN. PROVIDE TEMPORARY
SUPPORT DURING CONSTRUCTION PER STRUCTURAL DRAWINGS AND
SPECIFICATIONS.
DEMO EXISTING STAIR AND DECK IN ITS ENTIRETY INCLUDING WOODEN
HANDRAILS.
DEMO EXISTING EXTERIOR WOOD FRAME WALLL ABOVE EXISTING TO
REMAIN BRICK WALL.
SAW CUT EXISTING BRICK WALL WITHIN GIVEN DIMENSION FOR PARTIAL
DEMO. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL
INFORMATION.
DEMO EXISTING CONCRETE RAMP IN ITS ENTIRETY INCLUDING IRON
HANDRAILS, SUPPORT WALLS AND FOOTINGS.
DEMO EXISTING ROOF STRUCTURE IN ITS ENTIRETY.
DEMO EXISTING GUTTERS AND DOWNSPROUTS.
01
02
03
04
05
06
07
08
09
EXISTING EXTERIOR DOOR TO REMAIN.10
11 DEMO EXISTING LIGHT FIXTURES THROUGHOUT.
12 RELOCATE ELECTRICAL METER AND SERVICE HEAD.
13 EXISTING ELEMENT TO REMAIN. PROTECT WHILE WORK IS COMPLETED.
DEMO EXISTING DOOR AND FRAME IN ITS ENTIRETY. 14
DEMO EXISTING SIDING MATERIAL DOWN TO EXISTING SHEATHING AS
INDICATED. PREP AREA FOR NEW SIDING AS SPECIFIED.
15
DEMO EXISTING WOOD FRAMED STRUCTURE IN ITS ENTIRETY. 16
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FIRST FLOOR10' - 0"
SECOND FLOOR21' - 0"
ROOF28' - 0"
0101
010101
01
01 01
01
02
03
05
07
08
08
09
09
09
11
13
3' - 3"
9
1
/
2
"
FIRST FLOOR10' - 0"
SECOND FLOOR21' - 0"
ROOF
28' - 0"
01 01
01 01
12
04 05
07
07
08 08
08
08
09
09
09
11
FIRST FLOOR10' - 0"
SECOND FLOOR21' - 0"
ROOF28' - 0"
01 01
01 01
12
03
04
05
07
08 08
09
11
FIRST FLOOR10' - 0"
SECOND FLOOR21' - 0"
ROOF
28' - 0"
01 01
02
03
04
05
07
0808
08
09
09
1010
DEMO ELEVATION AND SECTION KEYNOTES
DEMO EXISTING WINDOW, TRIM AND FRAME IN ITS ENTIRETY. CLEAN
MASONRY OPENING AND PREP FOR NEW WORK.
DEMO EXISTING DOOR AND FRAME IN ITS ENTIRETY. CLEAN MASONRY
OPENING AND PREP FOR NEW WORK.
PARTITION IS EXISTING TO REMAIN. PRESERVE AND PROTECT DURING
DEMOLITION.
DEMO EXISTING STAIRS AND LANDING IN ITS ENTIRETY INCLUDING
WOODEN HANDRAILS.
DEMO EXISTING EXTERIOR WOOD FRAME WALLL ABOVE BRICK WALL
EXISTING TO REMAIN.
SAW CUT EXISTING BRICK WALL WITHIN GIVEN DIMENSION FOR PARTIAL
DEMO. REFER TO STRUCTURAL DRAWINGS FOR ACCOMPANING DETAILS.
DEMO EXISTING CONCRETE RAMP IN ITS ENTIRETY INCLUDING IRON
HANDRAILS.
DEMO EXISTING ROOF STRUCTURE IN ITS ENTIRETY.
DEMO EXISTING GUTTERS AND DOWNSPROUTS.
01
02
03
04
05
06
07
08
09
EXISTING EXTERIOR DOOR TO REMAIN.10
DEMO EXISTING EXTERIOR POWER METER AND CHANNELS.11
DEMO EXISTING DOOR AND FRAME IN ITS ENTIRETY.12
DEMO INDICATED SECTION OF THE EXISTING TO REMAIN BRICK FACADE TO
ALLOW FOR THE EXTENSION OF THE UPPER STONE WINDOW HEADER.13
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1/4" = 1'-0"5 NORTH ELEVATION
1/4" = 1'-0"1 EAST ELEVATION
1/4" = 1'-0"2 WEST ELEVATION
1/4" = 1'-0"3 SOUTH ELEVATION
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26' - 0"26' - 0"
26
'
-
0
"
26' - 0"3' - 1 1/2"
8'
-
6
1
/
2
"
21' - 4"
01
24
'
-
5
"
17
'
-
0
"
7'
-
4
"
22' - 1 1/2"6' - 4"10' - 8"7' - 4"11' - 2 1/2"
4"
7'
-
4
"
26
'
-
1
1
/
2
"
7'
-
9
1
/
2
"
10' - 11"8"6' - 0"8"10' - 10 1/2"
06
06
01
01
07 07
07
07
08
08
02
02
02 02
02 02
02
02
04
04 04
0303
03
01
FOUNDATION KEYNOTES
01
02
CONCRETE FOUNDATION EXISTING TO REMAIN.
NEW STAIR WALL, REFER TO ARCHITECTURAL DEATILS AND CIVIL
DRAWINGS FOR MORE INFORMATION.
03 NEW RAMP WALL, REFER TO CIVIL DRAWINGS FOR MORE INFORMATION.
04 NEW RAMP WALL AGAINST PROPOSED PLANTING BED, REFER TO CIVIL
DRAWINGS FOR MORE INFORMATION.
05 NEW SLAB ON GRADE, REFER TO STRUCTURAL DRAWINGS FOR MORE
INFORMATION.
06 EXISTING TO REMAIN CONCRETE FOOTING.
07 EXISTING SLAB ON GRADE. REFER TO STRCUTURAL DRAWINGS FOR MORE
INFORMATION
08 PROPOSED CONCRETE FOOTING. REFER TO STRCUTURAL DRAWINGS FOR
MORE INFORMATION
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3/8" = 1'-0"3 Foundation Plan
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UP
DN
DN
DN
PROPOSED PLAN KEYNOTES
01
02
03
04
05
06
07
08
09
10
NEW SIDING PER SPECIFICATION. REFER TO WALL SECTIONS AND DETAILS
FOR ADDITIONAL INFORMATION
NEW WINDOWS PER WINDOW SCHEDULE AND SPECIFICATION.
NEW DOOR PER DOOR SCHEDULE AND SPECIFICATION.
NEW CONCRETE RAMP. REFER TO CIVIL DRAWINGS FOR ADDITIONAL
INFORMATION.
NEW ARCHITECTURAL ASPHALT SHINGLE ROOF SYSTEM PER
SPECIFICATION.
NEW DOWNSPOUT PER SPECIFICATION
NEW GUTTER PER SPECIFICATION
INFILL MASONRY OPENING WITHIN THE DIMENSIONED POINTS
NEW STAIRS AND METAL HANDRAIL. SEE DETAIL SHEET FOR ADDITIONAL
INFORMATION.
NEW LULA PER SPECIFICATION. REFERENCE TO ARCHITECTURAL
DERTAILS FOR MORE INFORMATION.
11 NEW LINTELS BELOW PROPOSED WINDOW OPENINGS. REFER TO
ARCHITECTURAL DETAILS FOR MORE INFORMATION.
12
13
PAINT NEW AND EXISITNG SURFACES AS SCHEDULED.
14
15
EXISTING TO REMAIN EXTERIOR BRICK WALL TO BE STRIPPED FROM PAINT
AND
EXISTING ELEMENT TO REMAIN. CLEAN TO MATCH NEW ADJACENT
ELEMENTS.
EXISTING SIDEWALK AND WALKWAY TO BE PROTECTED DURING
CONSTRUCTION.
16 NEW STRING COURSE ALONG PERIMETER OF BUILDING. SEE
ARCHITECTURAL ELEVATIONS AND DETAILS FOR MORE INFORMATION.
17 NEW TRANSLUCENT WALL SYSTEM PER SPECIFICATION. RFER TO
ARCHITECTURAL AND STRUCTURAL ELEVATIONS AND DETAILS FOR MORE
INFORMATION.
18 NEW PLANTING BED. RFER TO CIVIL DRAWINGS FOR MORE INFORMATION.
19 NEW WOODEN BENCH. RFER TO CIVIL DRAWINGS AND ARCHITECTURAL
DETAILS FOR MORE INFORMATION.
19 NEW CONCRETE STAIRS. RFER TO CIVIL DRAWINGS AND ARCHITECTURAL
DETAILS FOR MORE INFORMATION.
2
A4.0
2
A4.0
CONFERENCE ROOM
109
POLICE ROOM
108
EXISTING TOILET ROOM
113
EXISTING TOILET ROOM
112
EXISTING CLOSET
111
INTAKE
103
INTAKE
104
MECH. ROOM
110
RECEPTION
101
LOBBY/WAITING ROOM
102
3
A4.0
3
A4.0
103
104
109
A3.12
101
110
1
A4.0
1
A4.0
111
4
A4.0
4
A4.0
02
01
TOILET ROOM
107
11
'
-
0
1
/
2
"
02
02
02 02 0202020202
02
02
02
02
STAIRS
105
107
105B
03
03
03
03
03
03
03
03
03
04
INFILL
2' - 6"
IN
F
I
L
L
1'
-
2
"
08
IN
F
I
L
L
3'
-
1
1
/
2
"
5"
11' - 0"20' - 11"
17' - 6"7' - 1"4' - 3 1/2"
A6.1
1
10
11
'
-
4
"
6'
-
1
0
1
/
2
"
1' - 5"
EX EX
7' - 0"6' - 3 1/2"5' - 4"
1 3
2
2
1
1
1
1
3
3
3
5
5
5
3
5
1
3
108
105
109B
3'
-
0
"
1
LULA MACHINE ROOM
106
7' - 1 1/2"
1'
-
7
"
11
'
-
1
0
"
106
03
108C
11
'
-
6
1
/
2
"
3' - 7 1/2"10' - 1 1/2"4' - 8 1/2"4' - 9 1/2"10' - 1 1/2"2' - 8 1/2"14' - 6 1/2"
2'
-
0
1
/
2
"
3'
-
0
1
/
2
"
3'
-
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1
/
2
"
5'
-
1
1
"
6'
-
7
1
/
2
"
3'
-
5
"
5' - 5 1/2"4' - 6"4' - 6"7' - 11"3' - 8 1/2"3' - 5 1/2"3' - 11 1/2"3' - 10"3' - 7"4' - 0"7' - 2"
10
'
-
7
"
5'
-
0
"
14
'
-
2
1
/
2
"
4'
-
0
"
09
A6.0
2
1
18
19
19
19
19
19
04
04
04
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3/8" = 1'-0"1 Proposed First Floor Plan
No
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FEC
PROPOSED PLAN KEYNOTES
01
02
03
04
05
06
07
08
09
10
NEW SIDING PER SPECIFICATION. REFER TO WALL SECTIONS AND DETAILS
FOR ADDITIONAL INFORMATION
NEW WINDOWS PER WINDOW SCHEDULE AND SPECIFICATION.
NEW DOOR PER DOOR SCHEDULE AND SPECIFICATION.
NEW CONCRETE RAMP. REFER TO CIVIL DRAWINGS FOR ADDITIONAL
INFORMATION.
NEW ARCHITECTURAL ASPHALT SHINGLE ROOF SYSTEM PER
SPECIFICATION.
NEW DOWNSPOUT PER SPECIFICATION
NEW GUTTER PER SPECIFICATION
INFILL MASONRY OPENING WITHIN THE DIMENSIONED POINTS
NEW STAIRS AND METAL HANDRAIL. SEE DETAIL SHEET FOR ADDITIONAL
INFORMATION.
NEW LULA PER SPECIFICATION. REFERENCE TO ARCHITECTURAL
DERTAILS FOR MORE INFORMATION.
11 NEW LINTELS BELOW PROPOSED WINDOW OPENINGS. REFER TO
ARCHITECTURAL DETAILS FOR MORE INFORMATION.
12
13
PAINT NEW AND EXISITNG SURFACES AS SCHEDULED.
14
15
EXISTING TO REMAIN EXTERIOR BRICK WALL TO BE STRIPPED FROM PAINT
AND
EXISTING ELEMENT TO REMAIN. CLEAN TO MATCH NEW ADJACENT
ELEMENTS.
EXISTING SIDEWALK AND WALKWAY TO BE PROTECTED DURING
CONSTRUCTION.
16 NEW STRING COURSE ALONG PERIMETER OF BUILDING. SEE
ARCHITECTURAL ELEVATIONS AND DETAILS FOR MORE INFORMATION.
17 NEW TRANSLUCENT WALL SYSTEM PER SPECIFICATION. RFER TO
ARCHITECTURAL AND STRUCTURAL ELEVATIONS AND DETAILS FOR MORE
INFORMATION.
18 NEW PLANTING BED. RFER TO CIVIL DRAWINGS FOR MORE INFORMATION.
19 NEW WOODEN BENCH. RFER TO CIVIL DRAWINGS AND ARCHITECTURAL
DETAILS FOR MORE INFORMATION.
19 NEW CONCRETE STAIRS. RFER TO CIVIL DRAWINGS AND ARCHITECTURAL
DETAILS FOR MORE INFORMATION.
KITCHEN/WAITING ROOM
202
LAURA
204
NURSE ROOM
203
21' - 0 1/2"
6' - 8"
5' - 1"4' - 7"
13' - 2 1/2"
10' - 7"
STAIRS
201
3'
-
4
1
/
2
"
203
205
206
207
209
210
211
208B
CL
E
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3'
-
0
"
4' - 5"
3' -
9
"
202
201
A6.0
1
A6.1
3
02
02
02
02
02
020202
020202
02
02
02
02
02
020202020202
12' - 4"4' - 7 1/2"2'
-
9
"
2'
-
1
1
/
2
"
10
'
-
2
1
/
2
"
9'
-
7
1
/
2
"
7'
-
2
1
/
2
"
3' - 5"11' - 8"
4' - 6 1/2"
09
10
0303 03
03
03
7' - 0 1/2"
16
16
16
1
4 5
1 5
1
1
1
1
1
1
1
11
1
1
1
5
5 5
5
1
1
3' - 11 1/2"3' - 11 1/2"5' - 11 1/2"5' - 4"10' - 1 1/2"10' - 8 1/2"
3'
-
9
1
/
2
"
5'
-
0
"
3'
-
9
1
/
2
"
8'
-
8
1
/
2
"
3'
-
1
"
4' - 6"4' - 5 1/2"15' - 0 1/2"3' - 11 1/2"3' - 10"7' - 7 1/2"
6'
-
4
"
3'
-
0
1
/
2
"
3'
-
1
"
7'
-
8
1
/
2
"
4'
-
9
1
/
2
"
13' - 4"
CLOSET
207
CLOSET
211
TEL DATA
205
MEETING ROOM
206
CLOSET
208B
TRANSPORTATION
208
HOUSING
209
TOILET ROOM
210
208
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3/8" = 1'-0"1 Proposed Second Floor Plan
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1/4"/ 12" PITCH 1/4"/ 12" PITCH
MODIFIED BITOMINOUS ROOFING OVER LOW-
SLOPED ROOF OVER TAPERED INSULATION
MODIFIED BITOMINOUS ROOFING OVER LOW-
SLOPED ROOF OVER TAPERED INSULATION
06 06060707
07
07
07
07
06
06
PROPOSED PLAN KEYNOTES
01
02
03
04
05
06
07
08
09
10
NEW SIDING PER SPECIFICATION. REFER TO WALL SECTIONS AND DETAILS
FOR ADDITIONAL INFORMATION
NEW WINDOWS PER WINDOW SCHEDULE AND SPECIFICATION.
NEW DOOR PER DOOR SCHEDULE AND SPECIFICATION.
NEW CONCRETE RAMP. REFER TO CIVIL DRAWINGS FOR ADDITIONAL
INFORMATION.
NEW ARCHITECTURAL ASPHALT SHINGLE ROOF SYSTEM PER
SPECIFICATION.
NEW DOWNSPOUT PER SPECIFICATION
NEW GUTTER PER SPECIFICATION
INFILL MASONRY OPENING WITHIN THE DIMENSIONED POINTS
NEW STAIRS AND METAL HANDRAIL. SEE DETAIL SHEET FOR ADDITIONAL
INFORMATION.
NEW LULA PER SPECIFICATION. REFERENCE TO ARCHITECTURAL
DERTAILS FOR MORE INFORMATION.
11 NEW LINTELS BELOW PROPOSED WINDOW OPENINGS. REFER TO
ARCHITECTURAL DETAILS FOR MORE INFORMATION.
12
13
PAINT NEW AND EXISITNG SURFACES AS SCHEDULED.
14
15
EXISTING TO REMAIN EXTERIOR BRICK WALL TO BE STRIPPED FROM PAINT
AND
EXISTING ELEMENT TO REMAIN. CLEAN TO MATCH NEW ADJACENT
ELEMENTS.
EXISTING SIDEWALK AND WALKWAY TO BE PROTECTED DURING
CONSTRUCTION.
16 NEW STRING COURSE ALONG PERIMETER OF BUILDING. SEE
ARCHITECTURAL ELEVATIONS AND DETAILS FOR MORE INFORMATION.
17 NEW TRANSLUCENT WALL SYSTEM PER SPECIFICATION. RFER TO
ARCHITECTURAL AND STRUCTURAL ELEVATIONS AND DETAILS FOR MORE
INFORMATION.
18 NEW PLANTING BED. RFER TO CIVIL DRAWINGS FOR MORE INFORMATION.
19 NEW WOODEN BENCH. RFER TO CIVIL DRAWINGS AND ARCHITECTURAL
DETAILS FOR MORE INFORMATION.
19 NEW CONCRETE STAIRS. RFER TO CIVIL DRAWINGS AND ARCHITECTURAL
DETAILS FOR MORE INFORMATION.
N Scale:
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REFLECTED CEILING PLAN LEGEND
Recessed Ceiling Light
Suspended Linear Light Fixture
Large Decorative Pendant Light
Suspended Acoustic Baffle Light Fixture
Decorative Acoustic Pendant Light
Suspended Linear Light Fixture
Pattern
Recessed Ceiling Light
Fixed
Recessed Ceiling Light
Adjustable
NOTE:
1. Provide receptacles per MA CODE/IRC.
2. Coordinate switching in field with owner.
3. Assume 50% of light are on dimmers
(verify with owner).
ACT - 1
9' - 0" A.F.F.
ACT - 1
8' - 0" A.F.F.ACT - 1
9' - 0" A.F.F.
ACT - 1
9' - 0" A.F.F.
ACT - 1
9' - 0" A.F.F.
LT-1
LT-1
LT-1 LT-1
LT-1LT-1LT-1
LT-1
LT-1LT-1
LT-1
LT-1 LT-1
LT-1 LT-1 LT-1 LT-1
LT-1
LT-1 LT-1 LT-1
LT-1
LT-1
LT-1
PD-1
01
01
0101
01 01 01
0101
01
01 010101
01 01
0101
01 01
01 01 01 01 01
01 01 01 01 01
01 01
01 01 01 01
01 01 01
01
02
03
03 03
02
03
02
03
02
03
04
03
2' - 5"6' - 0 1/2"2' - 5"20' - 11"
6'
-
2
"
2' - 5"3' - 1 1/2"2' - 11 1/2"2' - 4 1/2"
5'
-
5
"
1' - 2"3' - 2 1/2"2' - 1 1/2"1' - 6 1/2"2' - 0 1/2"1' - 6"2' - 9 1/2"2' - 0"2' - 4 1/2"2' - 9"6' - 0"6' - 0"2' - 9"
2'
-
5
1
/
2
"
2'
-
0
"
2'
-
5
"
LT-1
01
LT-1
01
LT-1
01
LT-1
01
LT-1
01
LT-1
01
LT-1
01
LT-1
01
LT-1 LT-1
01 01
01 01 01
11
'
-
1
"
LT-4LT-4LT-4
LT-1
01
1'
-
0
"
9'
-
9
1
/
2
"
10
1
/
2
"
10 1/2"3' - 11"4' - 1 1/2"2' - 8 1/2"
02
02
03
02
02
LT-2
A
LT-2
A
LT-2
A
LT-2
A
LT-2
A
LT-4 LT-4
LT-4 LT-4
LT-4
PD-2
PD-2
PD-3PD-3
PD-3 PD-3
LT-2
LT-2 LT-2
LT-2
A LT-2
LT-2
01
ACT - 1
9' - 0" A.F.F.
ACT - 1
9' - 0" A.F.F.
ACT - 1
9' - 0" A.F.F.
ACT - 1
9' - 0" A.F.F.
ACT - 1
9' - 0" A.F.F.
LT-1 LT-1
LT-1LT-1
LT-1 LT-1
LT-1 LT-1
LT-1
LT-1
01 01
01 01 01 01
01 01 01
01
1'
-
1
1
1
/
2
"
4'
-
0
"
2'
-
1
1
/
2
"
1' - 5"4' - 0"1' - 7"1' - 1 1/2"4' - 0"1' - 2"2' - 10"2' - 9"
PROPOSED RCP KEYNOTES
NEW LIGHT FIXTURE, REFER TO LEGEND AND LIGHT
FIXTURE SCHEDULE FOR MORE INFORMATION.
NEW ACT AT VARYING HEIGHT. REFER TO
ARCHITECTURAL PLANS AND ELEVATIONS FOR MORE
INFORMATION.
COORDINATE EXISTING CEILING FINISHES WITH NEW
HVAC, FIRE SPRINKLER AND PLUMBING PLANS.
01
02
03
N Scale:
Project #:
Date
:Drawn by:
Checked by:
As indicated 8/
1
4
/
2
0
2
5
5
:
0
7
:
3
6
P
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1/2" = 1'-0"1 PROPOSED FIRST FLOOR RCP
LIGHTING FIXTURE SCHEDULE
TYPE MARK DESCRIPTION MANUFACTURER MODEL COMMENTS
LT-1 3.3" Downlight 3G-LIGHTING 3G-DL33RF70-MWF-NC
LT-1 A 3.3" Round Downlight Fixed 3G-LIGHTING 3G-DL33RF-MWF-NC
LT-2 Acoustic Environmentally Sound Linear
Luminaire
LUMENWERX™Via 1.5 Acoustix
LT-2 A Acoustic Environmentally Sound Linear
Luminaire
LUMENWERX™Via 1.5 Acoustix Blank
LT-3 3.3" Round Downlight Adjustable 3G-LIGHTING 3G-DL45RA-MWF-NC
LT-4 1.5" PENDANT LINEAR DIRECT 3G LIGHTING 3G-1PLI-DI
PD-1 Pendant Luminaire LUMENWERX RIM ROUNDED SQUARE
PD-2 SoundStar® ceiling system w/
hexagonally shaped cellular coffers
Arktura LLC.SoundStar® 12in
PD-3 Pendant Lighting Fixture Lumenwerx Via 2
CEILING FINISH SCHEDULE
FINISH ID MFR STYLE SIZE/COLOR REMARKS
ACT - 1 ARMSTRONG 2X2 WHITE
No
.
Da
t
e
De
s
c
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i
p
t
i
o
n
REFLECTED CEILING PLAN LEGEND
Recessed Ceiling Light
Suspended Linear Light Fixture
Large Decorative Pendant Light
Suspended Acoustic Baffle Light Fixture
Decorative Acoustic Pendant Light
Suspended Linear Light Fixture
Pattern
Recessed Ceiling Light
Fixed
Recessed Ceiling Light
Adjustable
NOTE:
1. Provide receptacles per MA CODE/IRC.
2. Coordinate switching in field with owner.
3. Assume 50% of light are on dimmers
(verify with owner).
ACT - 1
12' - 4" A.F.F.
ACT - 1
12' - 4" A.F.F.
ACT - 1
12' - 4" A.F.F.
ACT - 1
12' - 4" A.F.F.
ACT - 1
12' - 4" A.F.F.
ACT - 1
12' - 4" A.F.F.
ACT - 1
12' - 4" A.F.F.
ACT - 1
9' - 0" A.F.F.
ACT - 1
9' - 0" A.F.F.
ACT - 1
12' - 4" A.F.F.
ACT - 1
8' - 0" A.F.F.
LT-3
LT-3
PD-1
ACT - 1
9' - 0" A.F.F.
LT-2
A LT-2
LT-2 LT-2
A
LT-1
A
LT-1
A
LT-1
A
LT-1
A
LT-1
A
LT-1
A
LT-1
A LT-1
A
LT-1 LT-1
LT-1LT-1
LT-1
A
LT-1
A
LT-1
A
LT-1
A
01
01
01
01
01
0101
01 01
01
01
01
01
0101
01
01
01
01 01 01
01 01 01
01
01
0101 0101
01
01 01
01
0101
01 01
01
01
01
01
01
01 01
01 01
02
03
03
03
03
03
03
02
03
03
03
3' - 7 1/2"4' - 0"4' - 1"1' - 6"
8'
-
6
"
10' - 7"
2' - 6 1/2"2' - 0 1/2"2' - 1"
2'
-
3
"
4'
-
0
"
2'
-
3
"
1'
-
1
1
1
/
2
"
6'
-
0
"
2'
-
0
1
/
2
"
1' - 0"2' - 6 1/2"1' - 0"
2'
-
4
1
/
2
"
2'
-
4
1
/
2
"
17
'
-
1
0
1
/
2
"
1'
-
8
1
/
2
"
3'
-
1
0
"
1'
-
8
"
4'
-
6
"
2'
-
6
"
1'
-
1
1
"
4'
-
0
"
4'
-
1
"
1'
-
6
1
/
2
"
2'
-
8
"
2'
-
0
1
/
2
"
2'
-
6
1
/
2
"
8'
-
1
0
"
1' - 3"2' - 0"2' - 0"2' - 0"2' - 0"1' - 9 1/2"
10 1/2"2' - 9"
2' - 4"1' - 11 1/2"
3' - 6 1/2"7' - 0"6' - 11 1/2"3' - 7"
1' - 3 1/2"1' - 10 1/2"1' - 3 1/2"1' - 3 1/2"2' - 6 1/2"1' - 3"2' - 10"1' - 7"12' - 4"
11' - 8"
7' - 0 1/2"
11' - 8"
01
01
7'
-
2
"
12
'
-
4
1
/
2
"
7'
-
6
"
4'
-
1
0
"
2' - 7"6' - 1"3' - 0"
12' - 5 1/2"
01 01
01 01
0101
01
01
01
01
01
01 01
01 01
LT-1
A
LT-1
A
01
01
LT-1
A
LT-1
A
01
01
0101
LT-2
A LT-201
01 01
01
01 01
01
01 01
1'
-
1
1
/
2
"
4'
-
2
"
4'
-
0
"
3'
-
4
1
/
2
"
2'
-
8
"
2'
-
0
1
/
2
"
2'
-
7
"
2' - 4 1/2"5' - 11 1/2"4' - 1"3' - 10"
4' - 8"3' - 11 1/2"3' - 2"
02
02
02
02
02
02
02
02
LT-1
A
LT-1
A
LT-1
A
LT-1
A
LT-1
A
LT-1
A
LT-1
A
LT-1
A
LT-1
A
LT-1
A
LT-1
A
LT-1
A
LT-1
A
LT-1
A
ACT - 1
12' - 4" A.F.F.
LT-2
A
LT-2
A
LT-2
A
LT-2
LT-2
LT-2
LT-2 LT-2
A LT-2 LT-2
A LT-2
LT-3
LT-3
LT-3
LT-3
LT-4 LT-4 LT-4
LT-4LT-4LT-4
LT-4
LT-4 LT-4 LT-4
LT-4LT-4
PD-2
PD-2
PD-3
PD-3
ACT - 1
12' - 4" A.F.F.
PD-3
PD-3PD-3
01
01
LT-4LT-4
LT-4LT-4
LT-4LT-4
PROPOSED RCP KEYNOTES
NEW LIGHT FIXTURE, REFER TO LEGEND AND LIGHT
FIXTURE SCHEDULE FOR MORE INFORMATION.
NEW ACT AT VARYING HEIGHT. REFER TO
ARCHITECTURAL PLANS AND ELEVATIONS FOR MORE
INFORMATION.
COORDINATE EXISTING CEILING FINISHES WITH NEW
HVAC, FIRE SPRINKLER AND PLUMBING PLANS.
01
02
03
N Scale:
Project #:
Date
:Drawn by:
Checked by:
As indicated 8/
1
4
/
2
0
2
5
5
:
0
7
:
3
8
P
M
A2.2
PR
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1/2" = 1'-0"1 PROPOSED SECOND FLOOR RCP
CEILING FINISH SCHEDULE
FINISH ID MFR STYLE SIZE/COLOR REMARKS
ACT - 1 ARMSTRONG 2X2 WHITE
LIGHTING FIXTURE SCHEDULE
TYPE MARK DESCRIPTION MANUFACTURER MODEL COMMENTS
LT-1 3.3" Downlight 3G-LIGHTING 3G-DL33RF70-MWF-NC
LT-1 A 3.3" Round Downlight Fixed 3G-LIGHTING 3G-DL33RF-MWF-NC
LT-2 Acoustic Environmentally Sound Linear
Luminaire
LUMENWERX™Via 1.5 Acoustix
LT-2 A Acoustic Environmentally Sound Linear
Luminaire
LUMENWERX™Via 1.5 Acoustix Blank
LT-3 3.3" Round Downlight Adjustable 3G-LIGHTING 3G-DL45RA-MWF-NC
LT-4 1.5" PENDANT LINEAR DIRECT 3G LIGHTING 3G-1PLI-DI
PD-1 Pendant Luminaire LUMENWERX RIM ROUNDED SQUARE
PD-2 SoundStar® ceiling system w/
hexagonally shaped cellular coffers
Arktura LLC.SoundStar® 12in
PD-3 Pendant Lighting Fixture Lumenwerx Via 2
No
.
Da
t
e
De
s
c
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i
p
t
i
o
n
B B B
B B B B
A B A
A B A B
B
02020202
01
01 01
03
05
04
1818
06 06 06
FIRST FLOOR10' - 0"
SECOND FLOOR
21' - 0"
NEW FIRST FLOOR12' - 0"
NEW SECOND
FLOOR23' - 0"
NEW ROOF
34' - 0"
A B B A A A
B B
02
02 02 02
01
01
01
03
05 1818
06
FIRST FLOOR
10' - 0"
SECOND FLOOR
21' - 0"
NEW FIRST FLOOR12' - 0"
NEW SECOND
FLOOR
23' - 0"
NEW ROOF
34' - 0"
B
C
A B A
17
02
02
02 02 02
01
01 01
01
03
03
05
13 13
1818
0606
B A A A B B
BAAA
01
0101
05 1818
03
04
01
06 06
06
PROPOSED ELEVATION KEYNOTES
01
02
03
04
05
06
07
08
09
10
NEW SIDING PER SPECIFICATION. REFER TO WALL SECTIONS AND DETAILS
FOR ADDITIONAL INFORMATION
NEW WINDOWS PER WINDOW SCHEDULE AND SPECIFICATION.
NEW DOOR PER DOOR SCHEDULE AND SPECIFICATION.
NEW CONCRETE RAMP AND METAL GUARDRAILS. REFER TO CIVIL
DRAWINGS FOR ADDITIONAL INFORMATION.
NEW ARCHITECTURAL ROOF SYSTEM PER SPECIFICATION.
NEW DOWNSPOUT PER SPECIFICATION
NEW GUTTER PER SPECIFICATION
INFILL MASONRY OPENING WITHIN THE DIMENSIONED POINTS
NEW STAIRS AND METAL HANDRAIL. SEE DETAIL SHEET FOR ADDITIONAL
INFORMATION.
NEW LULA PER SPECIFICATION. REFERENCE TO ARCHITECTURAL
DERTAILS FOR MORE INFORMATION.
11 NEW LINTELS BELOW PROPOSED WINDOW OPENINGS. REFER TO
ARCHITECTURAL DETAILS FOR MORE INFORMATION.
12
13
PAINT NEW AND EXISITNG SURFACES AS SCHEDULED.
14
15
EXISTING TO REMAIN EXTERIOR BRICK WALL TO BE STRIPPED FROM PAINT
EXISTING ELEMENT TO REMAIN. CLEAN TO MATCH NEW ADJACENT
ELEMENTS.
EXISTING SIDEWALK AND WALKWAY TO BE PROTECTED DURING
CONSTRUCTION.
16 NEW STRING COURSE ALONG PERIMETER OF BUILDING. SEE
ARCHITECTURAL ELEVATIONS AND DETAILS FOR MORE INFORMATION.
17 NEW TRANSLUCENT WALL SYSTEM PER SPECIFICATION. RFER TO
ARCHITECTURAL AND STRUCTURAL ELEVATIONS AND DETAILS FOR MORE
INFORMATION.
18 NEW WOOD COMPOSITE CORBELS BELOW ROOF OVERHANG PER
SPECIFICATION.
Scale:
Project #:
Date
:Drawn by:
Checked by:
1/4" = 1'-0"8/
1
4
/
2
0
2
5
5
:
0
7
:
4
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1/4" = 1'-0"1 PROPOSED NORTH ELEVATION 1/4" = 1'-0"2 PROPOSED WEST ELEVATION
1/4" = 1'-0"3 PROPOSED SOUTH ELEVATION 1/4" = 1'-0"4 PROPOSED EAST ELEVATION
No
.
Da
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B.O.F.
4' - 0"
FIRST FLOOR10' - 0"
SECOND FLOOR21' - 0"
ROOF
28' - 0"
NEW FIRST FLOOR12' - 0"
NEW SECOND
FLOOR23' - 0"
NEW ROOF34' - 0"
A4.2
1A4.2
2
EXISTING TOILET ROOM
113
POLICE ROOM
108
CONFERENCE ROOM
109
MEETING ROOM
206
TRANSPORTATION
208
HOUSING
209
B.O.F.
4' - 0"
FIRST FLOOR10' - 0"
SECOND FLOOR21' - 0"
ROOF28' - 0"
NEW FIRST FLOOR12' - 0"
NEW SECOND
FLOOR23' - 0"
NEW ROOF34' - 0"
A4.1
4
A4.1
5
INTAKE
103
LAURA
204
KITCHEN/WAITING ROOM
202
RECEPTION
101
CONFERENCE ROOM
109
MEETING ROOM
206
B.O.F.4' - 0"
FIRST FLOOR10' - 0"
SECOND FLOOR21' - 0"
ROOF
28' - 0"
NEW FIRST FLOOR
12' - 0"
NEW SECOND
FLOOR23' - 0"
NEW ROOF34' - 0"
MECH. ROOM
110
STAIRS
201
TOILET ROOM
210
HOUSING
209
EXISTING TOILET ROOM
113
EXISTING TOILET ROOM
112
EXISTING CLOSET
111
B.O.F.
4' - 0"
FIRST FLOOR10' - 0"
SECOND FLOOR
21' - 0"
ROOF28' - 0"
T.O.PP29' - 6"
NEW FIRST FLOOR12' - 0"
NEW SECOND
FLOOR23' - 0"
NEW ROOF
34' - 0"
A4.1
2
A4.1
3
STAIRS
201
KITCHEN/WAITING ROOM
202
RECEPTION
101STAIRS
105
N Scale:
Project #:
Date
:Drawn by:
Checked by:
1/4" = 1'-0"8/
1
4
/
2
0
2
5
5
:
0
7
:
4
9
P
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1/4" = 1'-0"1 PROPOSED SECTION - WEST
1/4" = 1'-0"2 PROPOSED SECTION - NORTH
1/4" = 1'-0"3 PROPOSED SECTION - NORTH 2
1/4" = 1'-0"4 PROPOSED SECTION - EAST
No
.
Da
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De
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UNDER DEVELOPMENT
FIRST FLOOR10' - 0"
SECOND FLOOR
21' - 0"
ROOF
28' - 0"
T.O.PP29' - 6"
NEW FIRST FLOOR12' - 0"
NEW SECOND
FLOOR23' - 0"
NEW ROOF
34' - 0"
A5.1
2
A5.1
1
B.O.F.4' - 0"
FIRST FLOOR10' - 0"
SECOND FLOOR
21' - 0"
NEW FIRST FLOOR12' - 0"
NEW SECOND
FLOOR23' - 0"
A5.0
1
B.O.F.4' - 0"
FIRST FLOOR10' - 0"
SECOND FLOOR
21' - 0"
ROOF28' - 0"
T.O.PP29' - 6"
NEW FIRST FLOOR12' - 0"
NEW SECOND
FLOOR23' - 0"
NEW ROOF
34' - 0"
A5.0
2
FIRST FLOOR10' - 0"
SECOND FLOOR21' - 0"
ROOF28' - 0"
T.O.PP29' - 6"
NEW FIRST FLOOR
12' - 0"
NEW SECOND
FLOOR23' - 0"
NEW ROOF
34' - 0"
A5.0
3
B.O.F.4' - 0"
FIRST FLOOR10' - 0"
SECOND FLOOR
21' - 0"
ROOF
28' - 0"
T.O.PP29' - 6"
NEW FIRST FLOOR12' - 0"
NEW SECOND
FLOOR23' - 0"
NEW ROOF
34' - 0"
A5.0
4
A5.1
3
N Scale:
Project #:
Date
:Drawn by:
Checked by:
1/2" = 1'-0"8/
1
4
/
2
0
2
5
5
:
0
7
:
5
0
P
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A4.1
PR
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1/2" = 1'-0"1 WALL SECTION AT STAIRS
1/2" = 1'-0"2 PROPOSED SECTION - EAST - Callout 1
1/2" = 1'-0"3 PROPOSED SECTION - EAST - Callout 2 1/2" = 1'-0"4 PROPOSED SECTION - NORTH - Callout 1
1/2" = 1'-0"5 PROPOSED SECTION - NORTH - Callout 2
No
.
Da
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De
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UNDER DEVELOPMENT
FIRST FLOOR10' - 0"
SECOND FLOOR
21' - 0"
ROOF
28' - 0"
T.O.PP
29' - 6"
NEW FIRST FLOOR12' - 0"
NEW SECOND
FLOOR23' - 0"
NEW ROOF34' - 0"
FIRST FLOOR10' - 0"
SECOND FLOOR
21' - 0"
ROOF
28' - 0"
T.O.PP
29' - 6"
NEW FIRST FLOOR12' - 0"
NEW SECOND
FLOOR23' - 0"
NEW ROOF34' - 0"
N Scale:
Project #:
Date
:Drawn by:
Checked by:
1/2" = 1'-0"8/
1
4
/
2
0
2
5
5
:
0
7
:
5
1
P
M
A4.2
PR
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1/2" = 1'-0"1 PROPOSED SECTION - WEST - Callout 1 1/2" = 1'-0"2 PROPOSED SECTION - WEST - Callout 2
No
.
Da
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UNDER DEVELOPMENT
SECOND FLOOR21' - 0"
NEW SECOND
FLOOR23' - 0"
NEW SECOND
FLOOR23' - 0"
SECOND FLOOR21' - 0"
NEW SECOND
FLOOR23' - 0"
2x6 WALL
FRAMING @ 16"O.C.
N Scale:
Project #:
Date
:Drawn by:
Checked by:
3" = 1'-0"8/
1
4
/
2
0
2
5
5
:
0
7
:
5
1
P
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PR
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A
3" = 1'-0"1 PROPOSED SECTION - EAST - Callout 1 - Callout 1
3" = 1'-0"2 PROPOSED SECTION - EAST - Callout 2 - Callout 1
3" = 1'-0"3 PROPOSED SECTION - NORTH - Callout 1 - Callout 1
3" = 1'-0"4 PROPOSED SECTION - NORTH - Callout 2 - Callout 1
No
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UNDER DEVELOPMENT
NEW ROOF34' - 0"
NEW SECOND
FLOOR23' - 0"NEW ROOF
34' - 0"
N Scale:
Project #:
Date
:Drawn by:
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3" = 1'-0"1 WALL SECTION AT STAIRS - Callout 2
3" = 1'-0"2 WALL SECTION AT STAIRS - Callout 1
3" = 1'-0"3
PROPOSED SECTION - NORTH - Callout 2
- Callout 2
No
.
Da
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De
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UNDER DEVELOPMENT
FIRST FLOOR
10' - 0"
NEW FIRST FLOOR12' - 0"
FIRST FLOOR10' - 0"
NEW FIRST FLOOR
12' - 0"
FIRST FLOOR
10' - 0"
NEW FIRST FLOOR12' - 0"
N Scale:
Project #:
Date
:Drawn by:
Checked by:
1" = 1'-0"8/
1
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5
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:
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1" = 1'-0"1 SECTION AT FOUNDATION JOIN
1" = 1'-0"2 SECTION AT FOUNDATION NORTH
1" = 1'-0"3 SECTION AT FOUNDATION REAR WEST
No
.
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UNDER DEVELOPMENT
FEC
N Scale:
Project #:
Date
:Drawn by:
Checked by:
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1
4
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1" = 1'-0"1 SECOND FLOOR LULA ENLARGED PLAN
1" = 1'-0"2 FIRST FLOOR LULA ENLARGED PLAN
No
.
Da
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De
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UNDER DEVELOPMENT
1'
-
6
"
4'
-
7
"
2'
-
5
1
/
2
"
2' - 2 1/2"4' - 5 1/2"
2'
-
0
"
A6.1 72
TOILET ROOM
107
A6.1
4
6
5
1' - 1"4' - 6"1' - 6"
6'
-
6
"
2'
-
6
"
3' - 9"3"
1'
-
4
1
/
2
"
3'
-
0
"
2'
-
1
0
"
3'
-
5
"
2'
-
1
0
"
1' - 0"
2' - 0"
4' - 7"
3'
-
3
1
/
2
"
2'
-
2
1
/
2
"
8"
EQ EQ
3'
-
9
"
1'
-
1
"
1'
-
4
1
/
2
"
3'
-
9
"
2' - 0"
N Scale:
Project #:
Date
:Drawn by:
Checked by:
As indicated 8/
1
4
/
2
0
2
5
5
:
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1" = 1'-0"3 210 TOILET ROOM ENLARGED PLAN
1" = 1'-0"1 106 ADA TOILET ROOM ENLARGED PLAN
3/4" = 1'-0"4 ELEVATION AT 106 TOILET ROOM - NORTH WALL
3/4" = 1'-0"5 ELEVATION AT 106 ADA TOILET ROOM - WEST WALL
3/4" = 1'-0"6 ELEVATION AT 106 ADA TOILET ROOM - SOUTH WALL
3/4" = 1'-0"2 ELEVATION AT 210 TOILET ROOM - WEST WALL
3/4" = 1'-0"7 ELEVATION AT 210 TOILET ROOM - EAST WALL
No
.
Da
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De
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UNDER DEVELOPMENT
Scale:
Project #:
Date
:Drawn by:
Checked by:
8/
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2
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2
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ROOM FINISH SCHEDULE
Room
Numbe
r Room Name Level
Finish
CommentsFloorBaseWallCeiling
Ceiling
Height
101 RECEPTION FIRST
FLOOR
FT1 WB1 PT1 ACT-1 9
102 LOBBY/WAITI
NG ROOM
FIRST
FLOOR
ACT-1 9
103 INTAKE FIRST
FLOOR
FT2 WB2 PT2 ACT-1 9
104 INTAKE FIRST
FLOOR
FT2 WB2 PT2 ACT-1 9
105 STAIRS FIRST
FLOOR
RB1 RB1 PT3 ACT-1
106 LULA
MACHINE
ROOM
FIRST
FLOOR
RB1 RB1 PT3 ACT-1
107 TOILET
ROOM
FIRST
FLOOR
RB1 RB1 PT3 ACT-1 8
108 POLICE
ROOM
FIRST
FLOOR
FT2 WB2 PT2 ACT-1 9
109 CONFERENC
E ROOM
FIRST
FLOOR
FT2 WB2 PT2 ACT-1 9
110 MECH.
ROOM
FIRST
FLOOR
RB1 RB1 PT3 ACT-1 9
111 EXISTING
CLOSET
FIRST
FLOOR
ACT-1 9
112 EXISTING
TOILET
ROOM
FIRST
FLOOR
ACT-1 9
TR 1 Acre Trim Boards, Non-embossed Cobweb SWVS 410 Exterior
TRIM
WS 2 Acre Shiplap Siding, Embossed PPG 897 Walnut Stain Exterior
WS 1 Acre Shiplap Siding, Embossed Homeland SWVS 416 Exterior
WALL SIDING
TL 1 FireClay Glass Tile 2" X 6"Magpie Matte Flooring and Walls
TILE
ST 1 Hanover Ground Tudor Pavers 4" X 8"GCM 1004 Exterior Ramp
STONE PAVERS
RF 2 Tarket Johnsonite Color Splash 2' X 2'Oak Valley VF2 Flooring
RF 1 Tarkett Johnsonite Color Splah Treads Oak Valley VF2 Stair Treds
RUBBER FLOORING
RB 2 Mannington Molded Wall Base, Simple 4SM 6"Light Gray, 208
RB 1 Mannington Molded Wall Base, Simple 4SM 6"Sky Gray, 663
RUBBER BASE
FT 2 Patcraft Resilient Floor Plank, Treeline 7.2" X 48.03"Bare-V2 00132 Instal Horizontal
FT 1 Patcraft Resilient Floor Plank, Treeline 7.2" X 48.03"Element-V2 00549 Install Horizontal
RESILIENT FLOORING
PT 3 Sherwin-Williams SW 6868, Real Red
PT 2 Sherwin-Williams SW 6206, Oyster Bay
PT 1 Sherwin-Williams SW 7063, Nebulous White
PAINT
SS 1 Wilsonart Particulates Soothing Grey 9116GS Kitchenette Counter Tops
SOLID SURFACE
FINISH ID MFR STYLE SIZE COLOR LOCATION REMARKS (INSTALL METHOD, TERMINATION)SUSTAINABILITY INFORMATION
FINISH SCHEDULE
ROOM FINISH SCHEDULE
Room
Numbe
r Room Name Level
Finish
CommentsFloorBaseWallCeiling
Ceiling
Height
113 EXISTING
TOILET
ROOM
FIRST
FLOOR
ACT-1 9
118 Room Not Placed FT2 WB2 PT3 ACT-1
201 STAIRS SECOND
FLOOR
RB1 RB1 PT3 ACT-1
202 KITCHEN/WA
ITING ROOM
SECOND
FLOOR
FT1 WB1 PT1 ACT-1
203 NURSE
ROOM
SECOND
FLOOR
FT2 WB2 PT2 ACT-1
204 LAURA SECOND
FLOOR
FT2 WB2 PT2 ACT-1
205 TEL DATA NEW
SECOND
FLOOR
RB1 RB1 PT3 ACT-1 9
206 MEETING
ROOM
NEW
SECOND
FLOOR
FT2 WB2 PT2 ACT-1
207 CLOSET SECOND
FLOOR
FT2 WB2 PT3 ACT-1 9
ROOM FINISH SCHEDULE
Room
Numbe
r Room Name Level
Finish
CommentsFloorBaseWallCeiling
Ceiling
Height
208 TRASPORTA
TION
Not Placed FT2 WB2 PT2 ACT-1
208 TRANSPORT
ATION
NEW
SECOND
FLOOR
FT2 WB2 PT2 ACT-1
208B CLOSET Not Placed FT2 WB2 PT3 ACT-1 9
208B CLOSET NEW
SECOND
FLOOR
FT2 WB2 PT3 ACT-1 9
209 HOUSING NEW
SECOND
FLOOR
FT2 WB2 PT2 ACT-1
210 TOILET
ROOM
NEW
SECOND
FLOOR
RB1 RB1 PT3 ACT-1 8
211 CLOSET NEW
SECOND
FLOOR
FT2 WB2 PT3 ACT-1 9
UNDER DEVELOPMENT -
EXPECTED TO CHANGE BASED
ON FINISH PRESENTATION
REVIEW
No
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Da
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POLICE ROOM
108
EXISTING TOILET ROOM
113
EXISTING TOILET ROOM
112
EXISTING CLOSET
111
MECH. ROOM
110
INTAKE
104
LULA MACHINE ROOM
106
TOILET ROOM
107
CONFERENCE ROOM
109
RECEPTION
101
INTAKE
103
STAIRS
105
PT2
FT2
WB2
PT3
RB1
RB1
PT2
FT2
WB2
PT1
FT1
WB1
PT3
RB1
RB1
PT2
FT2
WB2
PT2
FT2
WB2
PT3
RB1
RB1PT3
RB1
RB1
FLOOR FINISH LEGEND B
RUB-1 RUBBER
FLOOR
FT-1 - FLOOR TILE -
12"X12"
FT-2 - FLOOR TILE -
8"X8"
Scale:
Project #:
Date
:Drawn by:
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1/2" = 1'-0"1 PROPOSED FIRST FLOOR FINISH PLAN
No
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Da
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UNDER DEVELOPMENT -
EXPECTED TO CHANGE BASED
ON FINISH PRESENTATION
REVIEW
PT3
RB1
RB1
PT2
FT2
WB2
PT2
FT2
WB2
PT1
FT1
WB1
PT2
FT2
WB2
PT3
RB1
RB1
PT3
FT2
WB2
STAIRS
201
NURSE ROOM
203
LAURA
204
KITCHEN/WAITING ROOM
202
HOUSING
209
CLOSET
211
CLOSET
207
TRANSPORTATION
208
MEETING ROOM
206
CLOSET
208B
TEL DATA
205
TOILET ROOM
210
PT2
FT2
WB2
PT3
FT2
WB2
PT3
FT2
WB2
PT2
FT2
WB2
PT3
RB1
RB1
FLOOR FINISH LEGEND B
RUB-1 RUBBER
FLOOR
FT-1 - FLOOR TILE -
12"X12"
FT-2 - FLOOR TILE -
8"X8"
FLOOR FINISH LEGEND A
RUB-1 RUBBER
FLOOR
FT1 - RESILIENT
FLOORING - PLANK
FT2 - RESILIENT
FLOORING - PLANK
Scale:
Project #:
Date
:Drawn by:
Checked by:
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1/2" = 1'-0"1
PROPOSED SECOND FLOOR FINISH
PLAN
No
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Da
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UNDER DEVELOPMENT -
EXPECTED TO CHANGE BASED
ON FINISH PRESENTATION
REVIEW
B.O. ACT CEILING
AS SCHEDULED
B.O. FRAMING
AS SCHEDULED 2" X 4" WOOD STUD TO
UNDERSIDE OF ROOF
16" O.C.
NEW 2X2 ACT CEILING
5/8" GWB TO 6" ABOVE
ACT TILE
3 1/2" FIBERGLASS
INSULATION
WOOD FRAMED ROOF
ABOVE
FIRE CAULK AS
REQUIRED TO FILL VOIDS
6"
B.O FRAMING
AS SCHEDULED
2" X 4" WOOD STUD TO
UNDERSIDE OF ROOF
16" O.C.
5/8" GWB TO UNDERSIDE
OF ROOF
FR SEALANT, UL JOINT
SYSTEM, BOTH SIDES
FINISHED FLOOR AS
SCHEDULED
BASE AS SCHEDULED
B.O GYP CEILING
10' 1 1/2"
1 1/2" WOOD STUD TO
UNDERSIDE OF WOOD
FRAMED ROOF 16" O.C.
3/4" AIR GAP
WOOD FRAMED ROOF ABOVE
NEW ACT
EXISTING TO REMAIN
BRICK WALL
FR SEALANT, UL JOINT
SYSTEM
FINISHED FLOOR AS
SCHEDULED
BASE AS SCHEDULED
B.O
AS SCHEDULED
2" X 4" WOOD STUD TO
UNDERSIDE OF ROOF
16" O.C.
3 1/2" FIBERGLASS
INSULATION
WOOD FRAMED ROOF
ABOVE
NEW ACT AS SCHEDULED
1" AIR SPACE
B.O GYP CEILING
10' 1 1/2"
2" X 6" WOOD STUD TO
UNDERSIDE OF ROOF
16" O.C.
3-1/2" FIBERGLASS
INSULATION
WOOD FRAMED ROOF
ABOVE
5/8" GWB TO 6" ABOVE
ACT TILE
1" GWB TO 6" ABOVE ACT
TILE
Scale:
Project #:
Date
:Drawn by:
Checked by:
3" = 1'-0"8/
1
4
/
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5
5
:
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3" = 1'-0"2 TYPE 2 - PLUMBING PARTITION STC 38 -1 HOUR RATING
3" = 1'-0"1 TYPE 1 - INTERIOR PARTITION STC 33 - 1 HOUR RATING
3" = 1'-0"3 TYPE 3 - BACK UP WALL
3" = 1'-0"4 TYPE 4 - CHASE WALL STC 53 - 1 HOUR RATING
3" = 1'-0"5 TYPE 5 - SHAFT WALL STC 38 - 1 HOUR RATING
No
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A
1' - 10"
4'
-
1
"
B4'
-
1
"
3' - 3"
C
2' - 9"
1'
-
9
"
D
10' - 1 1/2"
21
'
-
4
"
Scale:
Project #:
Date
:Drawn by:
Checked by:
1/2" = 1'-0"8/
1
4
/
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0
2
5
5
:
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8
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WINDOW SCHEDULE
Type
Mark
Rough Opening Quantity
Count Type
Glazing
CommentsWidthHeightType
A 1' - 10"4' - 1"1 VINYL LAMINATED
A 1' - 10"4' - 1"1 VINYL LAMINATED
A 1' - 10"4' - 1"1 VINYL LAMINATED
A 1' - 10"4' - 1"1 VINYL LAMINATED
A 1' - 10"4' - 1"1 VINYL LAMINATED
A 1' - 10"4' - 1"1 VINYL LAMINATED
A 1' - 10"4' - 1"1 VINYL LAMINATED
A 1' - 10"4' - 1"1 VINYL LAMINATED
A 1' - 10"4' - 1"1 VINYL LAMINATED
A 1' - 10"4' - 1"1 VINYL LAMINATED
A 1' - 10"4' - 1"1 VINYL LAMINATED
A 1' - 10"4' - 1"1 VINYL LAMINATED
A 1' - 10"4' - 1"1 VINYL LAMINATED
A 1' - 10"4' - 1"1 VINYL LAMINATED
A 1' - 10"4' - 1"1 VINYL LAMINATED
A 1' - 10"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
B 3' - 3"4' - 1"1 VINYL LAMINATED
C 2' - 9"1' - 9"1 VINYL TEMPERED
D 4' - 6
1/8"
6' - 8
1/2"
1 POLYCARBONATE N/A
D 4' - 8
1/4"
9' - 10
1/8"
1 POLYCARBONATE N/A
D 9' - 9
1/2"
21' - 0"1 POLYCARBONATE N/A
1/2" = 1'-0"1 Window Types
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DOOR TYPE LEGEND
DOOR HARDWARE SCHEDULE
SET 1 SET 2
3 HINGES
1 OFFICE LOCKSET
1 FLOOR MOUNT DOOR STOP
3 SILENCERS
3 HINGES
1 CLOSER
1 FLOOR MOUNT DOOR STOP
3 SILENCERS
1 CARD READER
1 MOTION SENSOR
INTERIOREXTERIOR
EXTERIOR SIDING AS SPECIFIED
HOLLOW METAL DOOR PER
SCHEDULE
ALUMINUM SADDLE
SILL
EXPANSION CONTROL
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NEW DOOR SCHEDULE
DOOR
NUMBER WIDTH HEIGHT
TYPE
MARK
DOOR
MATERIAL FRAME TYPE
FINISH
HARDWARE
FIRE
RATING COMMENTSDOORFRAME
101 3' - 0"7' - 0"B METAL METAL PT5 PT4 2
103 3' - 0"7' - 0"A GLASS WOOD COMPOSITE CLEAR CLEAR 1
104 3' - 0"7' - 0"A GLASS WOOD COMPOSITE CLEAR CLEAR 1
105 3' - 0"7' - 0"B METAL METAL PT1 PT1 1
105B 3' - 0"7' - 0"B METAL METAL PT5 PT4 2
106 3' - 0"7' - 0"B METAL METAL PT1 PT1 1
107 3' - 0"7' - 0"B METAL METAL PT1 PT1 1
108 3' - 0"7' - 0"A GLASS WOOD COMPOSITE CLEAR CLEAR 1
108C 3' - 0"7' - 0"A GLASS WOOD COMPOSITE CLEAR CLEAR 1
109 3' - 0"7' - 0"A GLASS WOOD COMPOSITE CLEAR CLEAR 1
109B 3' - 0"7' - 0"B METAL METAL PT5 PT4 2
110 3' - 0"7' - 0"B METAL METAL PT5 PT4 2
111 3' - 0"7' - 0"B METAL METAL PT6 PT6 2
201 3' - 0"7' - 0"B METAL METAL PT1 PT1 1
202 3' - 0"7' - 0"A GLASS WOOD COMPOSITE CLEAR CLEAR 1
203 3' - 0"7' - 0"A GLASS WOOD COMPOSITE CLEAR CLEAR 1
205 3' - 0"7' - 0"B METAL METAL PT1 PT1 1
206 3' - 0"7' - 0"A GLASS WOOD COMPOSITE CLEAR CLEAR 1
207 3' - 0"7' - 0"B METAL METAL PT1 PT1 1
208 3' - 0"7' - 0"A GLASS WOOD COMPOSITE CLEAR CLEAR 1
208B 3' - 0"7' - 0"B METAL METAL PT2 PT2 1
209 3' - 0"7' - 0"A GLASS WOOD COMPOSITE CLEAR CLEAR 1
210 3' - 0"7' - 0"B METAL METAL PT1 PT1 1
211 3' - 0"7' - 0"B METAL METAL PT1 PT1 1
Grand total: 24
1 1/2" = 1'-0"1 Hollow Metal Door Details
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C. MECHANICAL AND ELECTRICAL COMPONENTS ARE EXEMPT FROM SEISMIC BRACING IN SEISMIC DESIGN CATEGORY B. REFER
TO ASCE-7 13.1.4 FOR ADDITIONAL EXEMPTIONS.
B. COMPONENT IMPORTANT FACTOR (IP) SHALL BE TAKEN FROM ASCE-7 13.1.3.
A. UNLESS OTHERWISE SPECIFIED IN THE MEP CONSULTANT'S CONTRACT DOCUMENTS, DESIGN AND INSTALLATION OF SEISMIC
BRACING FOR NON-STRUCTURAL COMPONENTS SHALL BE DELEGATED DESIGN BY THE CONTRACTOR OR SUBCONTRACTOR.
REFER TO CHAPTER 13 OF ASCE-7 FOR REQUIREMENTS.
14. SEISMIC BRACING OF NON-STRUCTURAL COMPONENTS
STRUCTURAL DRAWINGS PROVIDED BY SER SUBMITTED FOR PERMIT DO NOT INCLUDE DESIGN OF THE SYSTEMS LISTED ABOVE.
H. ALL OTHER SYSTEMS NOTED AS SUCH IN PROJECT SPECIFICATIONS.
G. HAND RAILS, GUARDRAILS AND HALF WALLS SERVING AS SUCH.
F. PRE-FABRICATED STEEL OR WOOD TRUSSES.
E. TEMPORARY SHORING WORK.
D. STRUCTURAL STEEL CONNECTIONS NOT FULLY DETAILED IN CONTRACT DRAWINGS (SHEAR CONNECTIONS, MOMENT
CONNECTIONS).
C. METAL OR CONCRETE STAIRS AND RAILS NOT DETAILED ON STRUCTURAL DRAWINGS
B. CURTAIN WALL
A. LIGHT GAUGE METAL SYSTEMS
13. THE FOLLOWING SHALL BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL (RDP) NOT UNDER THE CONTROL OF THE
STRUCTURAL ENGINEER OF RECORD (SER) AND SUBMITTED FOR REVIEW WITH CALCULATIONS PREPARED, STAMPED, AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE PROJECT'S STATE: MASSACHUSETTS
M. WHERE INDICATED ON THE DRAWINGS OR PROJECT SPECIFICATIONS.
L. WIND BEARING OR LOAD BEARING LIGHT GAUGE METAL FRAMING
K. PILES AND PIERS
J. STRUCTURAL STABILITY
I. SHORING
H. INSTALLATION OF EXPANSION AND ADHESIVE ANCHORS
G. MASONRY WORK WHERE NOTED ON THE DRAWINGS
F. UNDERPINNING
E. SHOP WELDING PROCEDURES
D. ALL STRUCTURAL STEEL WELDING AND HIGH STRENGTH BOLTING (EXCEPT METAL STUDS, FURRING, ETC.)
C. ALL CONCRETE WORK
B. STRUCTURAL FILL
A. SUBGRADE, INCLUDING SOLID PREPARATION, COMPACTION AND BEARING CAPACITY
12. THE OWNER WILL RETAIN AN INDEPENDENT TESTING AGENCY TO INSPECT THE FOLLOWING TYPES OF WORK. SEE THE PROJECT
SPECIFICATIONS FOR SPECIFIC REQUIREMENTS. THE INDEPENDENT INSPECTOR HAS THE AUTHORITY TO REJECT MATERIALS NOT
CONFORMING TO SPECIFICATIONS. THIS DOES NOT RELIEVE THE CONTRACTOR'S REQUIREMENT TO PROVIDE MATERIALS AND
WORK CONFORMING TO THE CONTRACT DOCUMENTS.
11. SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING AND DAMPPROOFING DETAILS.
ANALYSIS PROCEDURE.................................. EQUIVALENT LATERAL FORCE
R.......................................................................... 6.5
Cs........................................................................ 0.044
SEISMIC-FORCE-RESISTING SYSTEM........... LIGHT-FRAME (WOOD) WALLS SHEATHED WITH WOOD
STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE
SEISMIC DESIGN CATEGORY......................... B
SDS/SD1............................................................ 0.287/0.112
SITE CLASS....................................................... D
Ss/S1.................................................................. 0.307/0.07
I/ OCCUPANCY CATEGORY............................. II
SEISMIC LOAD
DESIGN LOAD.................................................... 31 PSF
COMPONENTS AND CLADDING
MWFRS DESIGN LOAD..................................... 33 PSF
INTERNAL PRESSURE COEFFICIENT............. 0.18
EXPOSURE......................................................... C
I/ OCCUPANCY CATEGORY..............................II
BASIC WIND SPEED.......................................... 119 MPH
WIND LOAD
Ct.......................................................................... 1.00
I............................................................................ 1.00
Ce......................................................................... 1.00
Pf.......................................................................... 35
Pg......................................................................... 50
SNOW LOAD
DESIGN IS IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE, 10TH EDITION.
10. DESIGN BASIS:
9. ALL MECHANICAL SYSTEMS SUSPENDED LOADS EXCEEDING 100 POUNDS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER
PRIOR TO INSTALLATION UNLESS SPECIFICALLY DETAILED ON THE DRAWINGS.
8. OPENING, POCKETS, ETC. LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, OR CONCRETE / MASONRY
WALLS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN
DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC LARGER THAN 6" WHICH ARE NOT SHOWN ON THE STRUCTURAL
DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS.
D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS, EXCEPT AS SHOWN OR
NOTED.
C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL, OR PLUMBING FIXTURES.
B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
A. PIPE AND DUCT RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC. EXCEPT AS SHOWN OR NOTED.
7. SEE THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:
G STAIR FRAMING AND DETAILS.
F. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.
E. FINISHED FLOOR AND EXTERIOR ELEVATIONS.
D. FLOOR AND ROOF FINISHES.
C. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS EXCEPT AS SHOWN.
B. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, INSERTS, ETC. EXCEPT AS SHOWN.
A. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON BEARING PARTITIONS.
6. SEE THE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:
5. IN THE EVENT THAT CERTAIN DETAILS OF THE CONSTRUCTION ARE NOT FULLY SHOWN OR NOTED ON THE DRAWINGS, THEIR
CONSTRUCTION SHALL BE OF THE SAME TYPE AS FOR SIMILAR CONDITIONS WHICH ARE SHOWN AND NOTED, SUBJECT TO THE
STRUCTURAL ENGINEER'S APPROVAL.
4. THE CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS FOR THE ENGINEER'S APPROVAL FOR ALL PARTS OF THE WORK,
INCLUDING A DESCRIPTION OF DEMOLITION, CONSTRUCTION METHODS, AND SEQUENCING WHERE APPLICABLE. EXISTING FIELD
CONDITIONS SHALL BE INCORPORATED INTO SUBMITTALS. NO PERFORMANCE OF THE WORK INCLUDING, BUT NOT LIMITED TO,
DEMOLITION OF THE EXISTING STRUCTURE, OR FABRICATION OR ERECTION OF NEW STRUCTURAL ELEMENTS SHALL COMMENCE
WITHOUT REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER.
3. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE SPECIFICATIONS AND THE MASSACHUSETTS STATE BUILDING CODE,
10TH EDITION.
2. THE CONTRACTOR SHALL COMPARE STRUCTURAL DRAWINGS WITH THE ARCHITECTURAL DRAWINGS BEFORE COMMENCING WITH
THE WORK AND SHALL NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES REQUIRING CLARIFICATION OR REVISIONS.
DO NOT SCALE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN.
1. CONTRACTOR SHALL DETERMINE EXISTING CONDITIONS WHERE REQUIRED AND VERIFY ALL FIELD CONDITIONS FOR
CLEARANCES, DIMENSIONS AND ELEVATIONS SHOWN ON DRAWINGS. ANY DISCREPANCIES SHALL BE MARKED ON A PRINT OF
THE STRUCTURAL DRAWING AND FORWARDED IMMEDIATELY TO THE ENGINEER.
GENERAL NOTES
6. NO RESPONSIBILITY IS ASSUMED BY THE ARCHITECT FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS DESCRIBED ON THE
DRAWINGS, SPECIFICATIONS, TEST BORINGS, OR TEST PITS. THIS DATA IS INCLUDED ONLY TO ASSIST THE CONTRACTOR DURING
BIDDING AND SUBSEQUENT CONSTRUCTION AND REPRESENT CONDITIONS ONLY AT THESE SPECIFIC LOCATIONS AT THE
PARTICULAR TIME THEY WERE MADE.
5. ALL BEARING SURFACES SHALL BE PROTECTED FROM CHANGES IN MOISTURE CONTENT IN ACCORDANCE WITH THE
GEOTECHNICAL REPORT.
4. EXCAVATIONS BELOW FOOTINGS OF ALL TYPES AS WELL AS SLABS ON GRADE SHOULD BE MADE SO AS TO PROVIDE A CLEAN
SMOOTH BEARING AREA OF UNDISTURBED SOIL. THE BOTTOM THREE INCHES OF EXCAVATIONS FOR FOOTINGS, PILE CAPS, AND
GRADE BEAMS SHALL BE FINISHED BY HAND.
3. DO NOT PLACE BACKFILL BEHIND WALLS UNTIL CONCRETE HAS ATTAINED ITS FULL DESIGN STRENGTH. DO NOT BACKFILL WALLS
BELOW GRADE UNTIL GROUND LEVEL FLOOR OR OTHER PERMANENT LATERAL SUPPORT SYSTEM IS COMPLETELY IN PLACE AND
HAS ATTAINED 80 PERCENT OF FULL STRENGTH.
2. ALL EARTHWORKS INCLUDING EXCAVATION, FILLING, SUBGRADE PREPARATIONS, AND PROOF ROLLING EXISTING SUBGRADE
SHALL BE IN ACCORDANCE WITH THE GENERAL NOTES AND SPECIFICATIONS.
1. NO PROJECT-SPECIFIC GEOTECHNICAL INVESTIGATION & REPORT HAS BEEN COMPLETED AT THIS TIME.
EARTHWORK
10. DOWELS FROM FOUNDATIONS INTO PIERS, COLUMNS, BUTTRESSES, OR WALLS ABOVE SHALL BE THE SAME SIZE AND NUMBER
AS VERTICAL REINFORCEMENT IN PIERS, COLUMNS, BUTTRESSES, OR WALLS UNLESS NOTED OTHERWISE IN DRAWINGS.
9. EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN TO A MINIMUM DEPTH OF 4 FT BELOW FINISHED EXTERIOR GRADE UNLESS
NOTED OTHERWISE. PROTECT IN-PLACE FOUNDATIONS AND SLABS FROM FROST PENETRATION UNTIL THE PROJECT IS
COMPLETED.
8. ALL SLAB ON GRADE AND FOOTING SUBGRADE LEVELS SHALL BE APPROVED BY OWNERS GEOTECHNICAL ENGINEER.
7. BACKFILL UNDER ANY PORTION OF THE STRUCTURE SHALL BE COMPACTED IN 6 INCH LIFTS PER SPECIFICATION...
6. ALL EXCAVATIONS FOR FOUNDATIONS SHALL BE APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER PRIOR TO PLACING
REINFORCEMENT AND CASTING CONCRETE.
5. FOUNDATION UNITS SHALL BE CENTERED UNDER SUPPORTED STRUCTURAL MEMBER, UNLESS NOTED OTHERWISE ON THE
DRAWINGS.
4. IF TRENCHES BECOME SOFTENED DUE TO RAIN OR OTHER WATER BEFORE THE FOOTINGS ARE CAST, THE CONTRACTOR SHALL
EXCAVATE THE SOFTENED MATERIAL AND REPLACE WITH CONCRETE.
3. NO FOUNDATION CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN SUBGRADE MATERIAL. WATER SHALL NOT BE
ALLOWED TO STAND IN TRENCHES BEFORE OR AFTER CONCRETE IS PLACED. REFER TO GEOTECHNICAL REPORT FOR
GUIDELINES ON DEWATERING.
2. FOUNDATIONS ON THIS PROJECT CONSIST OF SPREAD FOOTINGS, BASEMENT AND FOUNDATION WALLS, AND SLAB ON GRADE.
1. ALLOWABLE SOIL BEARING PRESSURE ASSUMED TO BE 4 KSF AS PER EXISTING DRAWINGS DATED SEPTEMBER 4, 2012.
FOUNDATIONS
30. FOR ANY PROPOSED CONCRETE CONSTRUCTION JOINTS IN ELEVATED SLABS ON DECK SUBMIT SHOP DRAWING OF JOINT
LOCATIONS FOR REVIEW. JOINTS SHALL NOT BE DIRECTLY OVER STEEL BEAMS AND SHALL BE LOCATED PER CRITERIA
ESTABLISHED IN ACI 302.1R SECTION 3.3.8.2
29. WELDING OF REINFORCING SHALL CONFORM TO "STRUCTURAL WELDING CODE - REINFORCING STEEL" AWS D1.4. WELDING
STIRRUPS, TIES, INSERTS, OR OTHER SIMILAR ELEMENTS TO LONGITUDINAL REINFORCING SHALL NOT BE PERMITTED. FIELD
WELDING OF CROSSING BARS IS NOT PERMITTED WITHOUT THE EXPRESS APPROVAL OF THE ENGINEER.
28. WHERE MECHANICAL SPLICES ARE USED, SPLICES SHALL BE STAGGERED 24 INCHES MINIMUM ALONG LONGITUDINAL AXIS OF
MEMBER AND SHALL DEVELOP 125 PERCENT OF SPECIFIED YIELD STRENGTH IN TENSION OR COMPRESSION.
27. MECHANICAL SPLICES OR WELDED SPLICES ARE GENERALLY USED FOR BARS LARGER THAN #11 DIAMETER, HOWEVER THEY MAY
BE USED FOR SMALLER BARS AT CONTRACTORS OPTION.
26. PROVIDE BAR SUPPORTS AND SPACERS WITH NON-CORROSIVE TIPS IN ACCORDANCE WITH ACI 315 FOR ALL REINFORCING
INCLUDING WWF.
25. VERTICAL CONSTRUCTION JOINTS IN CONCRETE FOUNDATION WALLS SHALL BE LOCATED 4'-0" MIN AWAY FROM WALL CORNERS,
FACE OF SUPPORTING PIERS OR BUTTRESSES, AND/OR WALL OPENINGS.
24. CONCRETE FOUNDATION WALLS SHALL BE POURED IN ALTERNATE SECTIONS. EACH POUR SHALL NOT EXCEED 35 FEET IN
LENGTH. NO HORIZONTAL JOINTS SHALL BE PERMITTED EXCEPT WHERE SHOWN ON PLAN OR APPROVED BY THE STRUCTURAL
ENGINEER. LAYOUT OF ALL CONSTRUCTION AND/OR OTHER JOINTS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR
APPROVAL.
23. VERTICAL CONSTRUCTION JOINTS MAY BE MADE AT MIDSPAN OR AT POINTS OF MINIMUM SHEAR IN BEAM OR SLAB WHERE STOP
IN CONCRETE WORK IS NECESSARY. SEE TYPICAL DETAILS FOR ADDITIONAL REINFORCING REQUIREMENTS AT CONSTRUCTION
JOINTS.
22. ALL CONSTRUCTION JOINT KEYS SHALL BE CONTINUOUS AND AS SHOWN ON THE DRAWINGS. MINIMUM KEY SIZE TO BE 3½" WIDE
BY 1½" DEEP.
21. CONCRETE CAST ON SLOPED SURFACES SHALL BEGIN AT THE LOWEST ELEVATION AND CONTINUE MONOLITHICALLY TOWARD THE
HIGHER ELEVATION UNTIL THE INTENDED CAST IS COMPLETED.
20. ALL OPENING FOR ELECTRICAL AND TELEPHONE CONDUITS AND ALL PLUMBING SLOTS SHALL BE FILLED WITH CONCRETE TO
SAME DEPTH AS FLOOR SLAB AFTER ALL CONDUITS AND PIPING HAVE BEEN INSTALLED.
19. PROVIDE VAPOR BARRIER UNDER INTERIOR SLABS CAST ON GRADE.
18. PROVIDE POCKETS IN WALLS TO RECEIVE BEAMS AND SLABS WHERE REQUIRED.
17. NO PIPES OR CONDUIT SHALL BE EMBEDDED IN THE STRUCTURAL CONCRETE FLOOR SLABS WITHOUT APPROVAL OF STRUCTURAL
ENGINEER.
16. ALL CONCRETE TO BE EXPOSED TO FREEZING TEMPERATURES SHALL BE AIR-ENTRAINED.
15. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR ENGINEER'S APPROVAL.
14. FOR CONCRETE SURFACES WHICH ARE TO RECEIVE FINISHES REFER TO ARCHITECTS DRAWINGS.
13. NO CONCRETE SHALL BE POURED UNTIL ALL REINFORCEMENT AND INSTALLATIONS HAVE BEEN INSPECTED AND APPROVED BY
THE OWNER'S TESTING AGENCY. THE CONTRACTOR SHALL NOTIFY THE OWNER'S TESTING AGENCY 48 HOURS BEFORE POURING
CONCRETE TO ALLOW FOR ALL NECESSARY INSPECTIONS.
12. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6" OR ONE FULL MESH, WHICHEVER IS GREATER, AND SHALL BE WIRED
TOGETHER.
FORMED BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR
WEATHER..............................................................................................1½"
FORMED SLABS, WALLS AND JOISTS NOT EXPOSED TO EARTH OR WEATHER
(#11 BAR OR SMALLER).................................................¾"
#6 BAR TO #18 BAR............................................................................. 2"
#5 BAR OR SMALLER........................................................................... 1½"
FORMED SURFACES EXPOSED TO EARTH OR WEATHER:
SURFACE CAST AGAINST AND PERMANENTLY IN CONTACT WITH
EARTH....................................................................................................3"
LOCATION IN STRUCTURE CLEAR COVERAGE
11. PROVIDE CLEAR COVERAGE OF OUTER REINFORCEMENT AS FOLLOWS:
10. ALL REINFORCING BARS MARKED CONTINUOUS SHALL BE LAPPED 47 BAR DIAMETERS AT SPLICES, EXCEPT AS OTHERWISE
SHOWN ON DRAWINGS. HOOK BARS AT NON-CONTINUOUS ENDS. LAP CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS
AND CONTINUOUS BOTTOM BARS AT SUPPORTS.
9. ALL REINFORCING STEEL SHALL BE SECURELY HELD IN PROPER POSITION WHILE POURING CONCRETE. IF REQUIRED, ADDITIONAL
BARS AND STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT TO THE REINFORCING STEEL.
8. ALL REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI 315 DETAILING MANUAL.
7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL HAVE AN ULTIMATE TENSILE STRENGTH OF 70,000 PSI.
6. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615, GRADE 60. REINFORCING TO BE WELDED SHALL
CONFORM TO ASTM A706, GRADE 60.
5. ALL CONSTRUCTION JOINTS SHALL BE IN ACCORDANCE WITH THE TYPICAL DETAILS SHOWN ON THE STRUCTURAL DRAWINGS AND
ONLY AT APPROVED LOCATIONS.
4. CLEAN AND ROUGHEN TO ¼" AMPLITUDE ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED. A
MINIMUM OF 72 HOURS SHALL ELAPSE BETWEEN ADJACENT CONCRETE PLACEMENTS.
EXPOSED INTERIOR TOPPING SLABS 5000 150
FOOTINGS 4000 150
WALLS AND PIERS 4000 150
SLABS ON GRADE 4000 150
SUSPENDED SLABS ON DECK 4000 115
LOCATION IN STRUCTURE 28 DAY STRENGTH (PSI)DENSITY (PCF)
3. SCHEDULE OF STRUCTURAL CONCRETE 28 DAY STRENGTHS AND TYPES:
2. CONTRACTOR SHALL SUBMIT CONCRETE MIX TO ENGINEER BEFORE ORDERING CONCRETE TO JOB SITE.
1. ALL CONCRETE CONSTRUCTION TO CONFORM TO THESE NOTES, THE SPECIFICATIONS, THE LATEST EDITION OF ACI 318, AND THE
MASSACHUSETTS STATE BUILDING CODE,10TH EDITION, WHICHEVER IS MOST RESTRICTIVE.
CONCRETE AND REINFORCEMENT
28. PROVIDE BLOCKING PERPENDICULAR TO ALL PERIMETER JOISTS THAT ARE PARALLEL TO EXTERIOR WALL.
27. WHERE JOISTS ARE PERPENDICULAR ABOVE SHEAR WALLS, PROVIDE SOLID BLOCKING BETWEEN JOISTS OVER WALL
26. EXTERIOR AND SHEAR WALLS SHALL HAVE 1/2" PLYWOOD SHEATHING ONE SIDE MINIMUM.
25. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO SUPPORTING WOOD FRAMING. AND ALL PLYWOOD ROOF
SHEATHING SHALL BE SCREWED OR NAILED WITH RINK SHANK NAILS TO ROOF FRAMING.
24. MINIMUM PLYWOOD SHEET WIDTH SHALL BE 16 INCHES.
23. PLYWOOD SHEET EDGES SHALL BUTT ALONG THE CENTERLINE OF FRAMING MEMBERS WITH NAILING SPACED NOT LESS THAN ⅜"
FROM EDGE OF SHEET. A GAP BETWEEN PANEL EDGES UP TO 1/8" IS PERMITTED AND SHOULD BE COORDINATED WITH FLOORING
MANUFACTURER.
22. BLOCK ALL UNSUPPORTED SHEET EDGES WITH 2X6 FLAT BLOCKING. FIT BLOCKING TIGHTLY AT ENDS BETWEEN FRAMING AND
PROVIDE 2-10d TOENAILS AT EACH END.
21. STRUCTURAL PLYWOOD FOR SUBFLOORS SHALL BE APA RATED STURD-I-FLOOR 24oc EXPOSURE 1 GRADE FOR FLOOR
CONSTRUCTION, OR APPROVAED EQUAL.
20. ROOF AND FLOOR SHEATHING TO BE ¾" PLYWOOD.
19. PROVIDE JOIST BRIDGING BY "SIMPSON" OR APPROVED EQUAL FOR ALL JOISTS. THE SIZE AND SPACING REQUIREMENTS OF
JOIST BRIDGING SHALL BE AS PER THE MANUFACTURER'S REQUIREMENTS, SUBJECT TO THE APPROVAL OF THE ENGINEER.
18. WOOD FRAME NAILING SIZE AND SPACING SHALL CONFORM TO THE BUILDING CODE. ALL FRAMING NAILS SHALL BE NEW
COMMON WIRE NAILS, NOT BOX NAILS.
17. ALL EXTERIOR BOLTS, NAILS AND HARDWARE SHALL BE HOT DIP GALVANIZED.
ALL BOLTS, NAILS AND HARDWARE IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED OR STAILESS
STEEL.
16. TIMBER SHALL BE HANDLED AND COVERED AS TO PREVENT MARRING, AND MOISTURE ABSORPTION FROM SNOW OR RAIN.
15. PROVIDE STANDARD STEEL PLATE WASHERS UNDER ALL BOLT HEADS AND NUTS WHERE BEARING IS AGAINST WOOD.
14. BOLTS SHALL BE UNFINISHED ASTM A307 BOLTS OF SIZES SHOWN ON DRAWINGS. LENGTH OF BOLTS SHALL BE CAREFULLY
CHECKED TO INSURE THAT THE BOLT PROJECTION IS NOT LESS THAN 1/6" NOR MORE THAN ½" PAST END OF NUT. BOLT HOLES
SHALL BE 1/32" TO 1/16" LARGER THAN BOLT SIZE. ALL NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED BEFORE
CLOSING JOB WITH FINAL CONSTRUCTION.
13. NO MEMBER SHALL BE NOTCHED OR DRILLED WITH HOLES WITHOUT THE SPECIFIC APPROVAL OF THE ARCHITECT.
12. RAFTERS ENGAGED IN MASONRY WALLS SHALL HAVE STANDARD FIRE CUTS.
11. PROVIDE SIMPSON JOIST HANGERS WHERE JOISTS ARE SUPPORTED BY BEAMS. UNLESS OTHERWISE NOTED, PROVIDE SIMPSON
CONNECTORS AT COLUMN/BEAM AND BEAM/BEAM CONNECTIONS. DETAILS TO BE IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS. PROVIDE SIMPSON HURRICANE TIES AT ROOF RAFTER/STUD WALL CONNECTIONS.
10. CONNECTORS SHALL BE PUNCHED FOR NAILING. JOIST HANGERS FOR 2x TO BE 18 GAUGE MIN. FOR 3x, DOUBLE 2x, OR LARGER
HANGERS TO BE 14 GAUGE MIN. UON.
9. TIMBER CONNECTORS SHALL BE FABRICATED FROM LIGHT GALVANIZED STEEL AND SHALL BE MANUFACTURED BY "SIMPSON
STRONG TIE" OR AN APPROVED EQUAL. CONNECTORS NOTED ON DRAWINGS ARE REFERENCED TO THE LATEST SIMPSON
CATALOG. JOIST SUPPORT BY NAILING IS FORBIDDEN UNLESS USED WITH AN APPROVED HANGER.
8. SILL BOLTS: PROVIDE TWO BOLTS MINIMUM PER SILL PIECE WITH A BOLT WITHIN 10" OF EACH END OF EACH PIECE. BOLT
SPACING SHALL BE COORDINATED PRIOR TO PLACING OF STUDS AND POSTS TO AVOID CONFLICTS. ALL BOLTS SHALL HAVE
STEEL WASHERS.
7. SILLS ON CONCRETE SHALL BE PRESSURE TREATED WITH FULL BEARING ON CONCRETE.
6. WOOD I-JOISTS TO BE TJI BY WEYERHAEUSER.
5. LVL AND PSL MEMBERS SHALL BE MICROLLAM 2.0E LVL's AND PARALLAM 2.0E PSL BY TRUS JOIST OR APPROVED EQUAL.
4. ALL FRAMING LUMBER SHALL BE SPRUCE PINE FIR No. 2 OR BETTER PER WCLIB/WWPA GRADING RULES. MAXIMUM MOISTURE
CONTENT SHALL BE 19 PERCENT.
3. STRUCTURAL TIMBER SHALL BE VISUALLY STRESS-GRADED LUMBER IN ACCORDANCE WITH THE PROVISIONS OF ASTM
DESIGNATION D245, "METHOD FOR ESTABLISHING STRUCTURAL GRADES AND RELATED ALLOWABLE PROPERTIES FOR VISUALLY
GRADED LUMBER."
2. STRUCTURAL TIMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF OR CERTIFICATION OF INSPECTION ISSUED BY A
RECOGNIZED GRADING OR INSPECTION BUREAU OR AGENCY.
1. TIMBER CONSTRUCTION SHALL CONFORM TO PART II "DESIGN" AS PUBLISHED IN THE "TIMBER CONSTRUCTION MANUAL" (AITC,
4TH EDITION) AND TO "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS).
CARPENTRY
20. OPENINGS, INCLUDING SEPARATE HORIZONTALLY-STAGGERED OPENINGS, IN NON-LOAD BEARING CMU WALLS TO INTERRUPT NO
GREATER THAN ONE VERTICAL REINFORCEMENT BAR FOR EVERY 8 FEET IN LENGTH OF WALL. IN INSTANCES WHERE OPENINGS
ARE GREATER THAN 4 FEET IN WIDTH, PROVIDE VERTICAL REINFORCEMENT AT EDGES OF OPENINGS PER TYPICAL DETAIL. DO
NOT PLACE OPENINGS AT CELLS WHERE VERTICAL REINFORCEMENT RUNS AT ENDS OR CORNERS OF WALLS OR WHERE ANY
HORIZONTAL REINFORCEMENT RUNS AT BOND BEAMS AT TOP AND BOTTOM OF WALLS. NOTIFY ENGINEER IF THESE PROPOSED
OPENINGS DO NOT MEET THESE CRITERIA.
19. ALL CMU BELOW GRADE SHALL BE GROUTED SOLID.
18. MASONRY BLOCK CELLS CONTAINING VERTICAL REINFORCING SHALL BE GROUTED SOLID. FILLING CELL WITH MORTAR IS NOT
ACCEPTABLE.
17. REINFORCED MASONRY WALLS SHALL HAVE #9 GA LONGITUDINAL WIRES, LADDER OR TRUSS TYPE, AT 16 INCHES O.C.
HORIZONTAL REINFORCEMENT, UNO.
16. PROVIDE 1-#5 VERTICAL REINFORCING AT 32" O.C., UNO. THIS REINFORCING SHALL BE CONTINUOUS FOR THE FULL HEIGHT OF
THE WALL, AND SPLICED 2'-0" ABOVE EACH FLOOR LEVEL.
15. BEAMS BEARING ON CMU WALLS SHALL HAVE BEARING PLATES OF SUFFICIENT SIZE TO DEVELOP THE MAXIMUM END REACTION
OF THE BEAM. FILL CORES OF CONCRETE BLOCKS UNDER ALL BEARING PLATES WITH CONCRETE FOR A WIDTH EQUAL TO 3
TIMES THE BEARING PLATE LENGTH.
14. FOR WALLS LARGER THAN THE ABOVE THICKNESSES USE MULTIPLES OF THE ABOVE PIECES. LINTELS SHALL BEAR 8" MINIMUM AT
BOTH ENDS. LONG LEGS SHALL BE VERTICAL. WHERE LINTEL ABUTS A COLUMN OR WALL PROVIDE CONNECTION TO SUCH.
SUBMIT SHOP DRAWINGS OF CONNECTION DETAIL FOR APPROVAL.
7' - 0" 1-L6x3½x5/16 1-8"x5x5/16" BENT PL. 2-L6x3½x5/16
4' - 0" 1-L4x3½x5/16 1-L5x5x5/16 2-L4x3½x5/16
MAX OPENINGS 4" THICK CMU 6" THICK CMU 8" THICK CMU
13. PROVIDE AND INSTALL LINTELS FOR OPENINGS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE:
12. MASONRY OPENINGS FOR MORE THAN 16" WIDE REQUIRE APPROVED LINTELS.
11. REINFORCED MASONRY WALLS SHALL HAVE 16" TALL BOND BEAMS AT EACH FLOOR LEVEL, AND AT STAIR LANDING ELEVATIONS
(COORDINATE BOND BEAM LOCATIONS WITH STAIR DELEGATED DESIGN) THE TOP COURSE OF PARAPETS, AND ELSEWHERE AS
SHOWN. BOND BEAM REINFORCING SHALL BE EXTENDED INTO AND BE CONTINUOUS WITH ALL INTERSECTION BOND BEAMS.
PROVIDE 2-#5 CONTINUOUS HORIZONTAL BARS MINIMUM IN BOND BEAMS AND FILL CONTINUOUSLY WITH GROUT.
10. FILL ALL EXPANSION AND CONTROL JOINTS WITH CLOSED CELL NEOPRENE CONFORMING TO ASTM D1056 CLASS RE41 WITH 50%
COMPRESSION.
9. SEE SPECIFICATIONS FOR ALL TESTING AND INSPECTION REQUIREMENTS.
8. SEE THE ARCHITECTURAL DRAWINGS FOR NON-LOAD BEARING MASONRY PARTITIONS.
7. JOINT REINFORCEMENT SHALL BE MANUFACTURED WIRE CONFORMING TO ASTM A82.
6. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60.
5. NET AREA COMPRESSIVE STRENGTH OF MASONRY, f'm, TO BE 2000 PSI UNO, CONSTRUCTED FROM 2000 PSI CMU AND TYPE "M"
OR "S" MORTAR.
4. GROUT TO CONFORM TO ASTM C476, FINE OR COURSE, WITH A MINIMUM STRENGTH OF 3000 PSI.
3. MORTAR TO BE ASTM C270 TYPE M OR S. ADMIXTURES ARE NOT ALLOWED.
2. CONCRETE BLOCK TO BE NORMAL WEIGHT HOLLOW BLOCK ASTM C90 TYPE 1 GRADE N, NOMINAL 8" TALL x 16" LONG.
1. MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE NOTES, THE SPECIFICATIONS, LATEST EDITION ACI 530
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, AND THE MASSACHUSETTS STATE BUILDING CODE, 10TH EDITION.
CONCRETE BLOCK MASONRY
7. THE INITIAL INSTALLATION OF ANCHORS INTO EACH TYPE OF MATERIAL SHALL BE WITNESSED BY BOTH THE THIRD PARTY
TESTING AGENCY (TA) AND THE ANCHOR MANUFACTURER'S TECNICAL REPRESENTATIVE TO ESTABLISH CORRECT PROCEDURES
FOR THE REMAINING ANCHORS. THE INITIAL INSTALLATION INTO EACH TYPE OF MATERIAL SHALL BE LOAD TESTED BY THE
ANCHOR MANUFACTURER. THE TA SHALL SUBSEQUENTLY TEST TWENTY-FIVE PERCENT OF EACH GROUP OF ANCHORS USED
FOR STRUCTURAL APPLICATIONS FOR THE FULL ALLOWABLE PULLOUT CAPACITY LISTED BY THE MANUFACTURER. IF HALF OF
THE TESTED ANCHORS IN A GROUP FAIL THEN ALL OF THE ANCHORS IN THAT GROUP SHALL BE TESTED.
6. PRIOR TO ALL EXPANSION ANCHOR DRILLING OPERATIONS IN CONCRETE OR MASONRY, THE CONTRACTOR SHALL LOCATE
REINFORCEMENT BY NON-DESTRUCTIVE METHODS. NO REINFORCEMENT SHALL BE DAMAGED BY DRILLING OPERATIONS.
5. INSTALL ANCHORS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND THE INSTRUCTIONS LISTED IN THE ICC
REPORT.
4. CONCRETE SHALL ATTAIN MINIMUM DESIGN STRENGTH PRIOR TO INSTALLATION OF THE ANCHORS.
3. ALL ADHESIVE ANCHORS INTO HOLLOW CMU SHALL BE THE HILTI HIT-HY 270 SYSTEM WITH SCREEN TUBE, UNLESS NOTED
OTHERWISE. SUBSTITUTIONS SHALL HAVE A CURRENT ICC EVALUATION REPORT.
2. ALL ADHESIVE ANCHORS INTO CONCRETE SHALL BE THE HILTI HIT-HY 200 SYSTEM OR APPROVED EQUAL, UNLESS NOTED
OTHERWISE. SUBSTITUTIONS SHALL HAVE A CURRENT ICC EVALUATION REPORT.
1. ALL EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ OR APPROVED EQUAL, UNLESS NOTED OTHERWISE. SUBSTITUTIONS
SHALL HAVE A CURRENT ICC EVALUATION REPORT.
EXPANSION AND ADHESIVE ANCHOR
19. ALL STEEL BEAMS SHALL BE ASSUMED TO BE UNRESTRAINED FOR FIRE PROOFING PURPOSES UNLESS NOTED OTHERWISE.
18. SHOP PAINTING OF STEEL IS NOT REQUIRED UNLESS OTHERWISE NOTED.
17. ALL STEEL EXPOSED TO THE WEATHER IN THE COMPLETED BUILDING SHALL BE COATED WITH ZINC RICH PRIMER UNLESS NOTED
OTHERWISE.
16. STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB BEFORE CONNECTIONS ARE FINALLY BOLTED OR WELDED.
15. THE STRUCTURAL STEEL CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY GUYING AND BRACING REQUIRED TO
ERECT AND HOLD THE FRAME FOR WIND AND CONSTRUCTION LOADS. SUCH TEMPORARY BRACING SHALL NOT BE REMOVED
UNTIL PERMANENT BRACING HAS BEEN INSTALLED AND CONCRETE FOR FLOOR AND ROOF SLABS HAVE ATTAINED 75 PERCENT
OF SPECIFIED CONCRETE STRENGTH.
14. CONTRACTOR SHALL FURNISH ALL PLATES, CLIP ANGLES, CONNECTIONS, ETC. REQUIRED FOR THE COMPLETION OF THE
STRUCTURE EVEN IF EVERY SUCH ITEM IS NOT SHOWN ON THE CONTRACT DOCUMENTS.
13. FIELD CUTTING OF STRUCTURAL STEEL OR ANY FIELD MODIFICATIONS OF STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT
PRIOR WRITTEN APPROVAL BY ARCHITECT FOR EACH SPECIFIC CASE. NO TORCH CUTTING SHALL BE ALLOWED IN THE FIELD
EXCEPT FOR SPECIFIC LOCATIONS SHOWN ON THE DRAWINGS FOR PORTIONS OF EXISTING BEAMS TO BE REMOVED. GRIND ALL
FIELD CUTS OF STEEL TO BE SMOOTH.
12. REFER TO STEELWORK SPECIFICATIONS FOR STEELWORK PROTECTION AND COATINGS.
11. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. ALL BUTT WELDS SHALL BE FULL
PENETRATION UNLESS OTHERWISE NOTED. ALL GROOVE WELDS SHALL BE FULL PENETRATION UNLESS OTHERWISE NOTED.
FILLET WELDS SHALL BE A MINIMUM OF 3/16".
10. ALL WELDED CONNECTIONS SHALL CONFORM TO THE AWS.D1.1 LATEST EDITION. ALL WELDERS SHALL BE LICENSED AND
QUALIFIED AS REQUIRED BY GOVERNING CODES.
9. WELDING ELECTRODES SHALL CONFORM TO AWS E70XX ELECTRODES OR AS OTHERWISE REQUIRED BY THE SPECIFICATIONS,
WHERE WELD LENGTH IS NOT SHOWN, IT SHALL BE THE FULL LENGTH OF THE JOINT.
8. ENDS OF COLUMNS AT SPLICES AND AT OTHER BEARING CONNECTIONS SHALL BE "FINISHED TO BEAR" TO COMPLETE TRUE
BEARING. PROVIDE STIFFENERS "FINISHED TO BEAR" UNDER ALL LOAD CONCENTRATIONS ON SUPPORTING MEMBERS, OVER
COLUMNS, AND WHERE SHOWN ON DRAWINGS.
c.ADD TO "R" OR "Rc" THE LOADS OR REACTIONS OF MEMBERS SUPPORTED BY THE BEAM NEAR SUPPORTS (WITHIN L/10 OF
END) AND/OR THE VERTICAL COMPONENTS OF FORCE IN DIAGONAL BRACING MEMBERS FRAMING INTO THE BEAM.
b.CONNECTIONS AT COMPOSITE BEAMS SHALL SUPPORT A REACTION "Rc"=MULTIPLIER x "R" (AS DEFINED ABOVE) Rc=1.5 x R
(FOR BEAM DEPTHS GREATER THAN 24" OR GIRDERS) Rc=2.O x R (FOR BEAM DEPTHS GREATER THAN 8" BUT LESS THAN 24")
a. CONNECTIONS AT NON-COMPOSITE BEAMS SHALL SUPPORT A REACTION "R" EQUAL TO ½ THE TOTAL UNIFORM LOAD
CAPACITY OF BEAM FOR A GIVEN SHAPE, SPAN, AND GRADE OF STEEL PER "MAXIMUM TOTAL UNIFORM LOAD" PART 3, AISC
MANUAL OF STEEL CONSTRUCTION.
7. BEAM CONNECTIONS, UNLESS SHOWN ON PLAN OR NOTED OTHERWISE, SHALL PROVIDE CONNECTION CAPACITY AS FOLLOWS:
e.SIMPLE SHEAR CONNECTION SHALL BE CAPABLE OF END ROTATION PER AISC REQUIREMENTS FOR "UNRESTRAINED
MEMBERS."
d. SHEAR CONNECTIONS FOR OTHER MEMBERS SHALL BE SIMPLE SHEAR CONNECTIONS WITH EITHER SLIP CRITICAL TYPE
HIGH STRENGTH BOLTS OR BEARING TYPE HIGH STRENGTH BOLTS (ASSUME THREADS INCLUDED IN SHEAR PLANE FOR
ALLOWABLE VALUES.)
c. BOLTED CONNECTIONS FOR LATERAL FORCE RESISTING MEMBERS (MOMENT AND BRACED FRAMES) SHALL BE
PRETENSIONED USING CLASS "A" FAYING SURFACES BUT DESIGNED USING BEARING VALUES.
b. STANDARD, OVERSIZED, OR HORIZONTAL SHORT SLOTTED HOLES IN WEBS OF BEAMS
a. 3/4 INCH MINIMUM BOLT DIAMETER, TWO BOLTS MINIMUM
6. BOLTED CONNECTIONS SHALL BE AS FOLLOWS:
5. THE CONTRACTOR SHALL ENGAGE A PROFESSIONAL ENGINEER LICENSED IN MASSACHUSETTS TO SUPERVISE THE DESIGN OF
ALL STEEL CONNECTIONS NOT SPECIFICALLY CALLED OUT AS FULLY DESIGNED ON THE STRUCTURAL DRAWINGS. SEE THE
SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS.
ROUND HSS ASTM A500 GRADE C FY=46 KSI
RECTANGULAR HSS ASTM A500 GRADE C FY=50 KSI
HIGH STRENGTH BOLTS ASTM A325 OR A490
ANCHOR RODS ASTM F1554 GRADE 36 UNO
STEEL PIPE ASTM A53 TYPE S GRADE B FY=35 KSI
CHANNELS AND BARS ASTM A36, UNO
PLATES INCLUDING BASE PLATES AND BEARING PLATES, AND
ANGLES
ASTM A572 GRADE 50
WIDE FLANGE ROLLED SHAPES ASTM A992 GRADE 50
4. STRUCTURAL STEEL SHALL BE THE FOLLOWING GRADES:
3. STRUCTURAL STEEL SHALL BE DETAILED IN ACCORDANCE WITH "DETAILING FOR STEEL CONSTRUCTION (AISC)" AND, WHERE
REQUIRED, DESIGNED IN ACCORDANCE WITH THE CITED REFERENCES.
2. STRUCTURAL STEEL WORK SHALL CONFORM TO "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360)"; "CODE OF
STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES (AISC 303)"; AND "STRUCTURAL WELDING CODE - STEEL (AWS D1.1)"
1. STRUCTURAL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE NOTES, THE SPECIFICATIONS, AND THE
MASSACHUSETTS STATE BUILDING CODE, 10TH EDITION.
STRUCTURAL STEEL
4. SHEETING, SHORING AND BRACING FOR THE LATERAL SUPPORT OF EXCAVATION SHALL REMAIN IN PLACE UNTIL ALL PERMANENT
STRUCTURAL SYSTEMS AT AND BELOW GROUND LEVEL ARE COMPLETE. FOR FURTHER INFORMATION ON LATERAL SUPPORT OF
EXCAVATION, SEE SPECIFICATIONS.
3 CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR
BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE PROPER SHORING AND BRACING WHEREVER NECESSARY. SHOP
DRAWINGS FOR SUCH SHORING SHALL BE PREPARED BY A PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR, IN
ACCORDANCE WITH ALL APPLICABLE CURRENT RULES AND REGULATIONS.
1. ALL TEMPORARY WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE REQUIREMENTS OF THE MASSACHUSETTS STATE
BUILDING CODE, 10TH EDITION.
TEMPORARY WORK
EXT EXTERIOR
EXP JT EXPANSION JOINT
EXP BOLT EXPANSION BOLT
EXIST EXISTING
EW EACH WAY
ES EACH SIDE
EQ EQUAL
EL or ELEV ELEVATION
EF EACH FACE
EE EACH END
EA EACH
DWLS DOWELS
DWG DRAWING
DIR DIRECTION
DIM DIMENSION
DIA OR Ø DIAMETER
D DEPTH
CONT CONTINUOUS
CONST JT CONSTRUCTION JOINT
CONN CONNECTION
CONC CONCRETE
COL COLUMN
CO CLEAN OUT
CMU CONCRETE MASONRY UNIT
CLR CLEAR
CL CENTERLINE
CJ CONTROL JOINTS
CIP CAST-IN-PLACE
CANT CANTILEVER
BS BOTH SIDES
BF BRACED FRAME
BM BEAM
BEW BOTTOM EACH WAY
B or BOT BOTTOM
ASTM AMERICAN SOCIETY FOR
TESTING AND MATERIALS
AESS ARCHITECTURALLY
EXPOSED STRUCTURAL STEEL
AEC ARCHITECTURALLY
EXPOSED CONCRETE
ABBREVIATION LIST
WWF WELDED WIRE FABRIC
WP WORKING POINT
W/O WITHOUT
W/ WITH
VOF VERTICAL OUTSIDE FACE
VIF VERIFY IN FIELD
VEF VERTICAL EACH FACE
V or VERT VERTICAL
UNO UNLESS NOTED OTHERWISE
UL UPPER LAYER
TYP TYPICAL
TOW or T/W TOP OF WALL
TOS or T/ST TOP OF STEEL
TOC or T/CONC TOP OF CONCRETE
T/SLAB TOP OF SLAB
THRD THREADED
THK THICK or THICKNESS
TEMP TEMPORARY
TB TIE BEAM
T TOP
STR STRUCTURAL
STL STEEL
STIFF STIFFENER
STD STANDARD
SS STAINLESS STEEL
SPECS SPECIFICATIONS
SOG SLAB ON GROUND / GRADE
SIM SIMILAR
SF STEP FOOTING
SECT SECTION
SCHED SCHEDULE
SC SLIP CRITICAL
SAD SEE ARCHITECTURAL DRAWINGS
REV REVISION
RET RETURN
REQ'D REQUIRED
REINF REINFORCE or REINFORCEMENT/ING
REF REFERENCE
RD ROOF DRAIN
R or RAD RADIUS
PVC POLYVINYL CHLORIDE
PT PRESSURE-TREATED
PSI POUNDS/SQUARE INCH
PSF POUNDS/SQUARE FOOT
PL PLATE
PEN PENETRATION
PCI PRECAST CONCRETE INSTITUTE
PC PILE CAP
P/T POST-TENSIONED
P/S PRE-STRESSED
P/C PRE-CAST
OWSJ OPEN WEB STEEL JOIST
OPP OPPOSITE
OPNG OPENING
OH OPPOSITE HAND
OF OUTSIDE FACE
OD OUTSIDE DIAMETER
OC or O/C ON CENTER
NWC NORMALWEIGHT CONCRETE
NTS NOT TO SCALE
NO or # NUMBER
NIC NOT IN CONTRACT
NF NEAR FACE
MIN MINIMUM
MID-PT MIDPOINT
MID MIDDLE
MFR MANUFACTURER
MEZZ MEZZANINE
MECH MECHANICAL
MAX MAXIMUM
LWC LIGHTWEIGHT CONCRETE
LW LIGHTWEIGHT
LP LOW POINT
LOC LOCATION
LLV LONG LEG VERTICAL
LLH LONG LEG HORIZONTAL
LL LOWER LAYER
K KIP (1000 POUNDS)
JT JOINT
JST JOIST
INV INVERT
INT INTERIOR
IF INSIDE FACE
ID INSIDE DIAMETER
HT HEIGHT
HSB HIGH STRENGTH BOLT
HP HIGH POINT
HOF HORIZONTAL OUTSIDE FACE
HIF HORIZONTAL INSIDE FACE
HEF HORIZONTAL EACH FACE
H or HORIZ HORIZONTAL
GUS PL GUSSET PLATE
GR GRADE
GND GROUND
GB GRADE BEAM
GALV GALVANIZED
GA GAUGE
FTG FOOTING
FS FAR SIDE
FP FULL PENETRATION
FND FOUNDATION
FL FLOOR
FIN FL FINISHED FLOOR
FIN FINISH
FF FAR FACE
FD FLOOR DRAIN
ABBREVIATION LIST
No
.
D
a
t
e
De
s
c
r
i
p
t
i
o
n
(E) 24"x10" WALL FOOTING
(E) 10" FOUNDATION WALL
(E) 5" SLAB ON GRADE
(E) 5" SLAB ON GRADE
CRAWL SPACE
12" THICK x 24" WIDE
WALL FOOTING
10" CIP FROST WALL
EXISTING 12"
MASONRY WALL
EXISTING 12" MASONRY WALL
(E) 10" FOUNDATION WALL
(E) 10" FOUNDATION WALL
(E) 10" FOUNDATION WALL
(E) 10" FOUNDATION WALL
(E) 10" FOUNDATION WALL
(E) 10" FOUNDATION WALL
1
S3.0
2
S3.0
2
S3.0
5
S3.0
5
S3.0
STEP FOOTING
STEP FOOTING DOWN TO
MATCH EXISTING BOTTOM
OF FOOTING
STEP FOOTING DOWN TO
MATCH EXISTING BOTTOM
OF FOOTING
STEP FOOTING
4" CONCRETE KNEE
WALL UP, TYP
4" CONCRETE KNEE
WALL UP, TYP
N Scale:
Project #:
Date
:Drawn by:
Checked by:
1/2" = 1'-0"
S1.1
FO
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D
A
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A
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2424
W
E
L
C
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8/14/25
TA, EC, GC
IC, ES
50
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a
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e
e
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a
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1/2" = 1'-0"1FOUNDATION PLAN
No
.
D
a
t
e
De
s
c
r
i
p
t
i
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3" LWC TOPPING SLAB REINF W/ 4x4-
W4xW4 WWR ON ±44" BUILT-UP RIGID
INSULATION T.O. SLAB = +12'-0"
LULA LIFT PIT
(E) MASONRY BRG WALL
4" CONCRETE KNEE
WALL DOWN, TYP
(E) WOOD BRG WALL
5" SLAB ON GRADE, REINFORCE WITH
6x6 W2.9x2.9 WWF. T.O. SLAB = +12'-0"
1
S3.0
3" LWC TOPPING SLAB REINF W/ 4x4-
W4xW4 WWR ON ±44" BUILT-UP RIGID
INSULATION T.O. SLAB = +12'-0"
2
S3.0
2
S3.0
SW
SW
WP3
WP3 WP3
WP2
WP2
WP2
WP2
WP2
WP2
WP2
WP2
WP2
WP2 WP2 WP2 WP2 WP1
WP2 WP2 WP2 WP1 WP2WP2WP1WP2WP2WP2
WP1WP2WP2
WP2
WP2
WP2
WP2
WP2WP2
WP2 WP1 WP2 WP2WP1WP2
WP1WP1
WP2
WP2
WP1 WP1
WP1 WP1 WP1
WP1
WP1
WP2 WP2 WP2 WP2
H4 H3 H3
5
S3.0
5
S3.0
4" CONCRETE KNEE
WALL DOWN, TYP
LEGEND:
INDICATES EXISTING MASONRY WALL UP
INDICATES EXISTING 2X WOOD WALL UP
INDICATES 10" CMU KNEE WALL
INDICATES 2x6 LOAD BEARING WALL UP - 2x6 @ 16" O.C.
INDICATES 2x6 SHEAR WALL UP - 2x6 @ 16" O.C. PROVIDE A
(4) 2x6 POST AT END OF SHEAR WALLS, 1/2" PLYWOOD
SHEATHING WITH 8d@3" O.C. PANEL EDGE NAILING, SIMPSON
CONTINUOUS ROD ATS-R6 (3/4"Ø) WITH RTUD6 TAKE-UP
DEVICE, SEE DETAIL 8/S2.4
INDICATES 4" CONCRETE KNEE WALL
SW
NOTES:
1. SEE ARCH DWGS FOR FLOOR ELEVATIONS.
2. SEE ARCH DWGS FOR PARAPET HEIGHTS.
3. SEE TYP DETAILS FOR MAXIMUM PENETRATION SIZES IN WOOD
STUDS, SILL & TOP PLATES, AND SHEAR WALLS. NO
PENETRATIONS ALLOWED THROUGH COLUMNS CALLED OUT ON
PLAN.
4. WOOD POSTS NOTED IN PLAN ARE UP ONLY
N Scale:
Project #:
Date
:Drawn by:
Checked by:
1/2" = 1'-0"
S1.2
FI
R
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IC, ES
50
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1/2" = 1'-0"1FIRST FLOOR FRAMING PLAN
No
.
D
a
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e
De
s
c
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(4) 1¾"x16" LVL (4) 1¾"x16" LVL
10" CMU KNEEWALL
ON (E) MASONRY
1
3
/
4
x
7
.
2
5
L
V
L
(2
)
1
3
/
4
x
7
.
2
5
L
V
L
2x6 WOOD BRG WALL
4
S3.0
3
S3.0
W1
2
x
5
0
(2
)
1
¾
"
x
1
6
"
L
V
L
H1
H3
H1
H1 H1 H1
H1 H1 H1
H1
H1
H1
H1
H4
H1
H1
H1
H1
H4 H3 H3
4' - 6"
CANT
11
⅞"
T
J
I
3
6
0
@
1
6
"
O
.
C
.
11
⅞"
T
J
I
3
6
0
@
1
6
"
O
.
C
.
SW
SW
SW
SW
SW
11
⅞"
T
J
I
3
6
0
@
1
6
"
O
.
C
.
11⅞" TJI 360 @ 16" O.C.
11⅞" TJI 360 @ 16" O.C.
11
⅞"
T
J
I
3
6
0
@
1
6
"
O
.
C
.
11⅞" TJI 360 @ 16" O.C.
WP3
WP3 WP3
WP2
WP2
WP2
WP2
WP2
WP2
WP2
WP2
WP2
WP2 WP2 WP2 WP2 WP1
WP2 WP2 WP2 WP1 WP2WP2WP1WP2WP2WP2
WP1WP2WP2
WP2
WP2
WP2
WP2
WP2WP2
WP2 WP1 WP2 WP2WP1WP2 WP1
WP1
WP2
WP2
WP1 WP1
WP1
H1 WP1 WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP2 WP2 WP2 WP2
LEGEND:
INDICATES EXISTING 2X WOOD WALL DOWN
INDICATES 10" CMU KNEE WALL DOWN
INDICATES 2x6 LOAD BEARING WALL UP - 2x6 @ 16" O.C.
INDICATES 2x6 SHEAR WALL UP - 2x6 @ 16" O.C. PROVIDE A
(4) 2x6 POST AT END OF SHEAR WALLS, 1/2" PLYWOOD
SHEATHING WITH 8d@3" O.C. PANEL EDGE NAILING, SIMPSON
CONTINUOUS ROD ATS-R6 (3/4"Ø) WITH RTUD6 TAKE-UP
DEVICE, SEE DETAIL 8/S2.4
INDICATES 2x6 LOAD BEARING WALL DOWN - 2x6 @ 16" O.C.
INDICATES WOOD HEADER, SEE SCHEDULE
INDICATES CANTILEVERED BEAM
INDICATES BEAM POCKET INTO MASONRY
SW
H#
CANT
NOTES:
1. SEE ARCH DWGS FOR FLOOR ELEVATIONS.
2. SEE ARCH DWGS FOR PARAPET HEIGHTS.
3. SEE TYP DETAILS FOR MAXIMUM PENETRATION SIZES IN WOOD
STUDS, SILL & TOP PLATES, AND SHEAR WALLS. NO
PENETRATIONS ALLOWED THROUGH COLUMNS CALLED OUT ON
PLAN.
4. WOOD POSTS NOTED IN PLAN ARE DOWN ONLY
N Scale:
Project #:
Date
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S1.3
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1/2" = 1'-0"1SECOND FLOOR FRAMING PLAN
WOOD HEADER BEAM SCHEDULE
MARK SIZE
H1 (2) 2x8
H2 (3) 2x8
H3 (3) 2x10
H4 (3) 2x12
WOOD COLUMN SCHEDULE
MARK SIZE
WP1 (2) 2x6
WP2 (3) 2x6
WP3 5¼"x5¼" PSL
No
.
D
a
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e
De
s
c
r
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i
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H1 H1 H3H1 H1
H1
H1
H1
H1
H1
H1
H1 H1 H1
H2 H2
H1 H1 H1 H1
H1
H1
H1
H1
H1
H
1
H2
9½
T
J
I
2
1
0
@
1
6
"
O
.
C
.
H1
9½
T
J
I
2
1
0
@
1
6
"
O
.
C
.
WP3 WP3
WP1 WP1WP1WP1WP1 WP1
WP1WP1WP1WP1
WP1WP1WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1 WP1WP1
WP1 WP1WP1 WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1 WP1WP1 WP1
WP2 WP2 WP2WP2
WP2WP2
WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1
14
"
T
J
I
3
6
0
@
1
6
"
O
.
C
.
14
"
T
J
I
3
6
0
@
1
2
"
O
.
C
.
14
"
T
J
I
3
6
0
@
1
2
"
O
.
C
.
LEGEND:
INDICATES 2x6 LOAD BEARING WALL
DOWN - 2x6 @ 16" O.C.
INDICATES WOOD HEADER, SEE SCHEDULEH#
NOTES:
1. SEE ARCH DWGS FOR FLOOR ELEVATIONS.
2. SEE ARCH DWGS FOR PARAPET HEIGHTS.
3. SEE TYP DETAILS FOR MAXIMUM PENETRATION SIZES IN WOOD
STUDS, SILL & TOP PLATES, AND SHEAR WALLS. NO
PENETRATIONS ALLOWED THROUGH COLUMNS CALLED OUT ON
PLAN.
4. WOOD POSTS NOTED IN PLAN ARE DOWN ONLY
N Scale:
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Date
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1/2" = 1'-0"1ROOF FRAMING PLAN
WOOD HEADER BEAM SCHEDULE
MARK SIZE
H1 (2) 2x8
H2 (3) 2x8
H3 (3) 2x10
H4 (3) 2x12
WOOD COLUMN SCHEDULE
MARK SIZE
WP1 (2) 2x6
WP2 (3) 2x6
WP3 5¼"x5¼" PSL
No
.
D
a
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e
De
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MA
X
1-#5 CONT
#4@18"
#4@18"
2-#5 CONT
REFER TO PLANS OR GENERAL NOTES
FOR SUBGRADE TREATMENT AND
DRAINAGE
1-#5 CONT
1
2
1
1
1-#5 CONT
1' - 0"
2' - 0"
1' - 0"
3'
-
0
"
6"
2' - 0"
1. KEY WIDTH NOT TO EXCEED 1/3 DEPTH OF WALL.
2. VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED 4'-0" MIN AWAY FROM WALL
CORNERS, FACE OF SUPPORTING PIERS OR BUTTRESSES, AND/OR WALL OPENINGS.
3. REFER TO GENERAL NOTES AND SPECIFICATIONS FOR JOINT SPACING
REQUIREMENTS. SUBMIT JOINT LOCATIONS FOR APPROVAL.
NOTE:
#4@12"x3'-0" IN ADDITION TO
HORIZ WALL REINF. PLACE
DOWELS AT ℄OF WALL FOR
DOUBLE REINF WALL
INCORPORATE CONTINUOUS BENTONITE
WATERSTOP AT PERIMETER FOUNDATION
RETAINING WALLS BELOW GRADE AS PER
GEOTECHNICAL REPORTTYPICAL WALL REINF
CONTINUOUS THROUGH JOINT
IF HORIZ REINF OCCURS ONLY
ON ONE SIDE, PLACE DOWELS
ON OTHER SIDE OF WALL CLEAN CONC & COAT W/ CEMENT GROUT OR
BONDING AGENT BEFORE POURING NEW
CONC
INCORPORATE CONTINUOUS BENTONITE
WATERSTOP AT PERIMETER FOUNDATION
RETAINING WALLS BELOW GRADE AS PER
GEOTECHNICAL REPORT
TYPICAL WALL REINF
INTERRUPT ALTERNATE
HORIZONTAL BARS AT JOINT
CONTROL JOINT
CONSTRUCTION JOINT
FORMED CONTROL JOINT FULL HEIGHT
MIN DEPTH = 1/8 x WALL THICKNESS
EACH FACE
DOUBLE LAYER
SINGLE LAYER
SP
A
N
"
E
"
SPAN "D"SPAN "B"
SP
A
N
"
C
"
DWLS SAME AS
HORIZ WALL REINF
#4@12"
1/2 SPACING TYP AT
INTERSECTIONS
RE-ENTRANT CORNERINTERSECTIONCORNER
1'-0" @ DISC ENDS
1-#6
SAME AS WALL
REINF #5@12" MIN
2-#6 STD HOOK
SAME AS WALL
REINF #5@12" MIN
U BARS AT DISCONTINUOUS WALL
ENDS TO MATCH SIZE AND SPACING
OF HORIZ WALL REINF
HORIZONTAL
WALL REINF
DISCONTINUOUS ENDINTERSECTIONCORNER
OPTIONAL
CONSTRUCTION
JOINT
TYP REINFDWLS SAME AS
HORIZ WALL REINF
1/2" SPACING TYP AT
INTERSECTIONS
SAME AS
WALL REINF
1-#6 2-#6 STD HOOK, 1'-0" MIN
NOTES:
1. FOR WALL REINFORCEMENT, SEE FOUNDATION SECTIONS.
2. IF SPANS ARE LESS THAN 7 FEET, EXTEND REINFORCEMENT INTO ADJACENT SPAN.
3. ALL SPLICE LENGTHS ARE TENSION SPLICES PER CHARTS IN TYPICAL DETAILS.
1/
4
S
P
A
N
"
E
"
2'-
6
"
M
I
N
SE
E
N
O
T
E
2
SEE SPLICE SCHED
SEE SPLICE SCHED
1'-0" MIN
STD HOOK
SC
H
E
D
U
L
E
SE
E
S
P
L
I
C
E
SPAN "A"
SC
H
E
D
U
L
E
SE
E
S
P
L
I
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E
MIN SEE NOTE 2
1/4 SPAN "D" 2'-6"
2'
-
0
"
(OR BUTTRESS) SEE NOTE 2
1/2 OF LARGER SPAN + WIDTH OF WALL
SEE NOTE 2
1/4 SPAN "A"
2'-6" MIN
SE
E
N
O
T
E
2
1/
4
S
P
A
N
"
C
"
2'-
6
"
M
I
N
NEW SEGMENT OF SLAB ON GRADE.
REINFORCE WITH 6x6 W2.9XW2.9 WWFEXISTING SLAB ON GRADE.
ROUGHEN SURFACE OF EXIST SLAB
PRIOR TO POURING NEW SLAB
INSTALLATION PROCEDURE:
1. SAW-CUT EXISTING SLAB ON GRADE TO CREATE TRENCH
2. AFTER PIPE PLACEMENT, FILL TRENCH WITH COMPACTED
STRUCTURAL FILL UP TO LEVEL OF BOTTOM OF SLAB. USE ¾"
CRUSHED STONE FOR LAST 12" LAYER.
3. ROUGHEN VERTICAL SURFACES OF EXISTING SLAB TO ¼" AMPLITUDE
4. POUR NEW SLAB ON GRADE, THICKNESS TO MATCH EXISTING.
AT OPENINGS WIDER THAN 12" PROVIDE
18" LONG #3@24" BARS DRILLED AND
GROUTED INTO EXIST SLAB, 6" EMBEDMENT
NEW SLAB TO MATCH EXISTING SLAB
THICKNESS.
f'c=3,000 PSI f'c=4,000 PSI f'c=5,000 PSI
ACI TENSION DEVELOPMENT LENGTHS (Ld)
AND CLASS 'A' LAP SPLICE LENGTHS
ACI COMPRESSION DEVELOPMENT (Ldc)
AND LAP SPLICE LENGTHS
ACI HOOK DEVELOPMENT
LENGTHS (Ldh)
db
3,000
22
37
50
19
25
28
31#11
#18
#14
#10
#9
#8
#7
43
32
27
24
22
19
17
11
9
14
17
#4
#5
#3
#6
12
10
8
15
N/A
N/A
19
12
15
43
38
34
30
27
23
41
31
26
16
18
21
23
12
8
9
4,000
14
5,000CASE 1
#7 81
63
56
43
47
36
B
A
CLASS
LAP
#4
#5
SIZE
BAR
#3
#6
29
28
22
37
73
26
19
25
56
32
42
38
50
33
94
33
25
32
72
64
50
54
41
43
122
94
54
70
64
84
63
48
43
33
36
28
43
32
42
CASE 2
56
22
29
17
22
70
54
48
37
40
31
106
81
72
56
60
47
25
19
24
32
37
28
36
48
81
63
36
47
43
56
54
42
24
31
29
37
63
49
28
36
33
43
29
22
28
37
19
15
19
25
22
17
22
29
94
73
42
54
50
65
49
22
28
26
33
37
33
25
33
43
13
17
17
22B
A
B
A
B
A
B
A
OTHER BARSTOP BARS
CASE 1 CASE 2 CASE 1 CASE 2
OTHER BARSTOP BARS
CASE 1 CASE 2 CASE 1 CASE 2
OTHER BARSTOP BARS
CASE 1 CASE 2
161
121
131
101
118
91
B
A
#9
#10
#8
#11
81
93
72
105
114
72
64
83
108
81
105
90
117
94
186
93
82
107
139
151
116
136
105
121
241
181
136
177
151
196
124
93
101
78
91
70
121
107
139
157
62
81
55
72
139
105
113
87
102
79
209
157
170
131
153
118
70
62
80
91
105
93
121
136
161
121
91
118
101
131
107
81
61
79
67
87
125
94
70
91
78
101
81
71
93
105
54
48
62
70
63
55
72
81
187
140
105
137
117
152
96
54
70
60
78
72
94
83
108
122
43
55
48
63B
A
B
A
B
A
N/A
N/A
#18
#14
40003000
#10
#11
#5
#6
#7
#8
#9
#3
#4
28
31
24
27
14
17
19
11
9
22
25
7
10
12
15
17
19
22
BAR
SIZE 5000
22
24
7
9
11
13
15
17
19
f'c IN PSI
#14
#18
37
50
32
43
29
39
41
31
26
16
18
21
23
12
8
9
14
6,000
41
31
26
16
18
21
23
12
8
9
14
7,000
41
31
26
16
18
21
23
12
8
9
14
8,000
70006000
20
22
19
21
10
12
14
8
6
16
18
6
7
9
11
13
15
16
8000
17
19
6
7
9
10
12
14
15
27
35
25
33
23
31
COMPRESSION DEVELOPMENT LENGTHS PER f'c (PSI)BAR
SIZE
COMPRESSION
LAP SPLICE
LENGTH
1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT
CONCRETE.
2. TENSION DEVELOPMENT LENGTHS OF STANDARD HOOKS ARE CALCULATED PER ACI 318-95,
SECTION 318-95, SECTION 12.5. LENGTHS ARE IN INCHES.
3. FOR BAR SIZES #3 THROUGH #11 ONLY:
A) IF CONCRETE COVER PER ACI 318-95 SECTIONS 12.5.3.2, THEN A MODIFICATION
FACTOR OF 0.7 MAY BE APPLIED BUT THE LENGTH MUST NOT BE LESS THAN 8.0 db
NOR 6 INCHES.
B) IF HOOK IS ENCLOSED IN TIES OR STIRRUPS PER ACI 318-95, SECTION 12.5.3.3,
THEN A MODIFICATION FACTOR OF 0.8 MAY BE APPLIED BUT THE LENGTH MUST
NOT BE LESS THAN 8.0 db NOR 6 INCHES.
4.FOR EPOXY-COATED HOOKS, MULTIPLY THE TABULATED VALUES BY 1.2.
NOTES:
NOTES:
1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT CONCRETE.
2. COMPRESSION DEVELOPMENT LENGTHS AND COMPRESSION LAP SPLICE LENGTHS ARE CALCULATED PER ACI 318-95,
SECTIONS 12.3 AND 12.16, RESPECTIVELY. LENGTHS ARE IN INCHES.
3. FOR COMPRESSION DEVELOPMENT LENGTHS, IF BARS ARE ENCLOSED IN SPIRALS OR TIES PER ACI 318-95, SECTION
12.3.3.2 THEN A MODIFICATION FACTOR OF 0.75 MAY BE APPLIED BUT THE LENGTH MUST NOT BE LESS THAT 8 INCHES.
4. FOR COMPRESSION LAP SPLICE LENGTHS:
A. IF BARS ARE ENCLOSED IN A TIED-REINFORCED COMPRESSION MEMBER PER ACI 318-95, SECTION 12.17.2.4,
THEN A MODIFICATION FACTOR OF 0.83 MAY BE APPLIED BUT THE LENGTH MUST NOT BE LESS THAT 12 IN.
B. IF THE BARS ARE ENCLOSED IN A SPIRALLY-REINFORCED COMPRESSION MEMBER PER ACI 318-95, SECTION
12.17.2.5, THEN A MODIFICATION FACTOR OF 0.75 MAY BE APPLIED BUT THE LENGTH MUST NOT BE LESS THAN
12 INCHES.
C. THE TABULATED LENGTHS ARE APPLICABLE FOR ALL CONCRETE STRENGTHS OF AT LEAST 3,000 PSI.
5.ACI 318-95 DOES NOT ALLOW LAP SPLICES OF #14 OF #18 BARS, EXCEPT TO #11 OR SMALLER BARS.
NOTES:
1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT CONCRETE.
2. 'TENSION DEVELOPMENT LENGTHS OF STANDARD HOOKS ARE CALCULATED PER ACI 318-95, SECTION 318-95, SECTIONS 12.2.2
AND 12.15, RESPECTIVELY. TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE REINFORCEMENT AND
CONCRETE COVER MEETING MINIMUM CODE REQUIREMENTS. LENGTHS ARE IN INCHES.
3. 'CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL ELEMENT, CONCRETE COVER, AND THE CENTER-TO-CENTER
SPACING OF THE BARS, ARE DEFINED AS:
BEAMS OR CASE 1: COVER AT LEAST 1.0 db AND c-c SPACING AT LEAST 2.0 db
COLUMNS: CASE 2: COVER LESS THAN 1.0 db OR c-c SPACING LESS THAN 2.0 db
ALL OTHERS: CASE 1: COVER AT LEAST 1.0 db AND c-c SPACING AT LEAST 3.0 db
CASE 2: COVER LESS THAN 1.0 db OR c-c SPACING LESS THAN 3.0 db
4.LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS; CLASS A = 1.0 ld AND CLASS B = 1.3 ld
(ACI 318-95, SECTION 12.15.1).
5.TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS.
6.FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3.
7.FOR EPOXY-COATED BARS, MULTIPLY THE TABULATED VALUES BY ONE OF THE FOLLOWING FACTORS:
CONCRETE COVER AND SPACING TOP BARS OTHER BARS
COVER < 3.0 db OR c-c SPACING < 7.0 db 1.7/1.3 = 1.31 1.50
COVER ≥ 3.0 db AND c-c SPACING ≥ 7.0 db 1.20 1.20
NOTE:
FOR HOOKS WITH BOTH SIDE & TOP OR BOTTOM COVER LESS
THAN 2 1/2" ADD ADD'L TIES PER ACI
(AT DISCONTINUOUS MEMBERS ONLY) SEE DETAIL ABOVE
3db
END HOOKS
STIRRUP/TIE HOOKS
2-1/2 MIN
BAR SIZE db
FINISHED BEND DIA.
"D"
#3
#4
#5
#6
#7
#8
#9
#10
BAR SIZE db
FINISHED BEND DIA.
"D"
#3
#4
#5
#6
#7
#8
db
db
90°
180°
12db FOR #6, 7, 8
THIS LEG CAN BE
EITHER ORIENTATION
THIS LEG CAN BE
EITHER ORIENTATION
90
°
135°
6db, 3" MIN.
3/8"
1/2"
5/8"
3/4"
7/8"
1"
1-1/8"
1-1/4"
2-1/4"
3"
3-3/4"
4-1/2"
5-1/4"
6"
9-1/2"
10-3/4"
3/8"
1/2"
5/8"
3/4"
7/8"
1"
1-1/2"
2"
2-1/2"
4-1/2"
5-1/4"
6"
.
12
d
.
4db OR
6db FOR #3, 4, 5
db
D.db
D
Scale:
Project #:
Date
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Checked by:
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5TYPICAL STEPPED SLAB ON GRADE DETAILS
2TYPICAL VERTICAL JOINTS IN CONCRETE WALL
4TYPICAL WALL REINFORCEMENT DETAIL 6TYPICAL EXISTING SLAB ON GRADE INFILL
3TYPICAL DEVELOPMENT AND LAP LENGTHS
1TYPICAL HOOK DETAILS
No
.
D
a
t
e
De
s
c
r
i
p
t
i
o
n
1" CL MIN
PATCH WITH MASONRY
AND MORTAR AFTER
JOIST IS INSTALLED
NEW BEAM OR JOIST
NON-SHRINK
LEVELING GROUT
NOTE: ALL NEW BEAMS IN MASONRY WALLS TO BE FIRECUT
TO 3" BEVEL OVER THEIR DEPTH.
MI
N
SECTION PLAN
L3x3x1/4" EACH SIDE
1/2" TYP, UNO
1/2" BASE PLATE, UNO
1" MIN NON SHRINK GROUT
1-1/2" MIN
FILL POCKET WITH GROUT
AFTER BM IS IN PLACE
GROUT SOLID TWO COURSES OF
MASONRY BENEATH BEAM BEARING 24"
TO EACH SIDE OF BM C.L. IN CMU WALL
6"
4" (MIN)
BM
W
I
D
T
H
+
3
"
(
M
I
N
)
6" ( MIN)
1"
Scale:
Project #:
Date
:Drawn by:
Checked by:
As indicated
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1TYPICAL DETAIL FOR JOIST ON MASONRY WALL
2BEAM POCKETS
No
.
D
a
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De
s
c
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16d @ 6" O.C. TO WOOD FLOOR
1/2" PLYWOOD SHEATHING (STAGGER
JOINTS).
PRESS. TREATED 2x SILL PL
W/ 1/2" DIA ANCHOR BOLTS @ 2'-0"
O.C. (COORDINATE LOCATIONS
W/ARCH'L)
2x BLOCKING @ MID-HEIGHT
W/2-10d TOE NAILS OR 2-16d EA END
PROVIDE BLOCKING AT 8'-0" OC
WHERE WALLS EXCEED 16'-0"
PANEL EDGE
PROVIDE SECOND KING
STUD WHERE OPENINGS
EXCEED 4'-0"
PROVIDE HOLD DOWN AT
EA END OF WALL AND AT
EDGE OF WALL OPENING
NOTE:
WHERE PLYWOOD IS NOT CONTINUOUS
ACROSS FLOOR LEVEL FRAMING,
PROVIDE SIMPSON STRAPS
CONNECTING UPPER AND LOWER
STUDS, LOCATED AT EACH END OF WALL
AND AT EDGE OF WALL OPENINGS.
SEE SCHEDULE FOR PANEL EDGE NAILING
REQUIREMENTS UNO, PROVIDE 10d NAILS @6" O.C.
AT PANEL EDGES AND 12" O.C. AT INTERIOR OR
PANEL2-10d TOE NAILS EA SIDE
OF STUD UP TO 12'-0"
TALL (3-10d UP TO 18'-0" TALL)
16d @ 8"
O.C. STGD.
2x SILL
FOR ROUGH
OPENING DIMS
SEE ARCH DWGS
2x JACK STUD W/16d @ 8" O.C. TO
KING STUD FOR OPENINGS 4FT -6FT,
PROVIDE (2) JACK STUDS
2-16d EA END
CONTINUOUS DBL TOP PL
W/4-16d@ CORNER LAPS AND
CROSSWALL LAPS 16d @ 16" O.C.
3-2x8, OR 2-2x10 HEADERS FOR
WIDTHS UP TO 4'-0" AND 3-2x10 OR
2-2x12 FOR WIDTHS UP TO 6'-0" U.O.N.BEAM
DBL. STUDS FOR OPN'G
4'-0" WIDE OR OVER
FASTEN TO BEAM W/
(2)-20d NAILS @ 6" O.C.
2-16d TOP PL
TO EA. STUD
2x
12-16d MIN
4'-0" LAP SPLICE MIN
WOOD COL
SIMPSON CONNECTOR
WOOD BEAM
WALL SHEATHING
DOUBLE STUDS
AT CORNER
3x LEDGER W/3/4"⌀
HILTI KWIK BOLTS @16" O.C.FLOOR JOIST
JOIST HANGER TYP
CONCRETE OR CMU WALL
AT ROOFAT ROOF
AT FLOOR AT FLOOR
JOIST PERPENDICULAR TO WALL JOIST PARALLEL TO WALL
ROOF
SHEATHING
2-16d NAILS INTO
ROOF JOISTS
SHEATHING PANEL
EDGE AT MID-DEPTH OF
RIM JOIST
CONT RIM JOIST
(SAME DEPTH AS JOISTS)
SHEATHING PANEL EDGE AT
MID-DEPTH OF RIM JOIST
2-16d NAILS INTO
FLOOR JOISTS
SEE SHEAR WALL DETAIL
FOR PANEL NAILING
REQUIREMENTS
2-16d TOE-NAILS AT
JOIST
CONT RIM JOIST
(SAME DEPTH AS JOISTS)
2X BLOCKING BETWEEN
EAVE JOISTS (SAME DEPTH
AS JOISTS) @16" OC
CONT RIM JOIST
(SAME DEPTH AS
JOISTS)
1-1/2" TYP
WALL SHEATHING
10d NAIL @12"
STUDS TYP
SIMPSON
HURRICANE TIE
2-16d TOE-NAILS
AT JOIST
10d NAIL @12"
WALL
SHEATHING
2-16d NAILS
INTO BLOCKING
ROOF
SHEATHING
SIMPSON
HURRICANE TIE
2-16d TOE-NAILS AT EA
JOIST
WALL SHEATHING
10d NAIL @12"STUDS TYP 10d NAIL @12"
WALL SHEATHING
2-16d TOE-NAILS AT
BLOCKING
2x BLOCKING
@16" O.C.
1-1/2" TYP
1/2"⌀BOLTS @
2'-0" O.C.
ROOF JOIST (W/STRAPPING)
OR FLOOR JOISTPLYWOOD SHEATHING
SOLID BLOCKING
(STEEL BEAM ONLY)
JOIST HANGERSTEEL BEAM OR WOOD BEAM
2-8d NAILS
(TYP)
SEE GEN NOTES/TYP
DETAILS FOR SUBFLOOR
ATTACHMENT.
SUBFLOOR
JOIST
1x3 BRIDGING AT MAX 8'
INTERVALS
S1 S1
S1
S1
STUD OR BLKG
BEYOND
NAIL
PLYWOOD PANEL
EDGES1
S1
S2
NOTE: SEE SCHEDULE IN GEN'L NOTES FOR
SHEAR WALL NAILING REQUIREMENTS
S1 = PANEL EDGE NAIL SPACING
S2 = FIELD NAIL SPACING
NOTE: PROVIDE PANEL EDGE
NAILING PATTERN @ WALL TOP
PLATE & BEAMS WERE THEY
OCCUR
HOLD DOWN PER
PLANS
.
.
H1
WEB STIFFENERS REQUIRED IF
SIDES OF HANGER DO NOT
LATERALLY SUPPORT AT LEAST
3/8" OF TJI JOIST TOP FLANGE
TOP FLANGE HANGER
FACE MOUNT HANGER
L6
LVL LAMINATION SCHEDULE FOR TOP-LOADED BEAMS
1-3/4" WIDTH PIECES:
MINIMUM OF 3 ROWS 10D (3"x0.128") NAILS AT 12" O.C.
MINIMUM OF 4 ROWS 10D (3"x0.128") NAILS AT 12: O.C.
FOR 14: AND DEEPER BEAMS.
IF USING 12D (3-1/4") OR LARGER NAILS, THE NUMBER
OF NAILING ROWS MAY BE REDUCED BY ONE.
3-1/2" WIDTH PIECES:
MINIMUM OF 2 ROWS 1/2" BOLTS AT
24" O.C. STAGGERED
(1) LOAD MUST BE APPLIED EVENLY ACROSS ENTIRE
BEAM WIDTH. OTHERWISE, USE CONNECTIONS FOR SIDE-LOADED BEAMS.
ADDITIONAL NAILING OR BOLTING MAY BE
REQUIRED WITH SIDE-LOADED MULTIPLE-MEMBER
BEAMS. REFER TO CURRENT PRODUCT LITERATURE.
Scale:
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Date
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As indicated
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1TYPICAL SHEAR WALL AND EXTERIOR WALL FRAMING ELEVATION
5
TYPICAL WOOD BEAM/
WOOD COLUMN CONNECTION
3
TYPICAL STUD WALL
CORNER DETAIL
4
TYPICAL LEDGER AT
CONCRETE OR CMU WALL
2TYPICAL JOIST-STUD FRAMING DETAILS
6
TYPICAL FLUSH BEAM/JOISTS
CONNECTION
7
TYPICAL DETAIL FOR JOIST
AND SUBFLOOR FRAMING 8TYPICAL SHEARWALL NAILING LAYOUT 9H1 10L6
No
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NAILING REQUIREMENTS
TJI JOIST AT BEARINGS: TWO 8D (2-1/2) BOX NAILS (1 EACH SIDE), 1-1/2"
MINIMUM FROM END.
BLOCKING PANELS, RIM JOIST OR RIM BOARD TO BEARING PLATE:
TJI BLOCKING PANELS OR RIM JOIST: 10D (3") BOX NAILS AT 6" O.C.
TRUS JOIST RIM BOARD: TOENAIL WITH 10D (3") BOX NAILS AT 6" O.C. OR
16D (3-1/2") BOX NAILS AT 12" O.C.
SHEAR TRANSFER: CONNECTIONS EQUIVALENT TO DECKING NAIL SCHEDULE.
RIM BOARD, RIM JOIST OR CLOSURE TO TJI JOIST:
1-3/4" WIDTH OR LESS: TWO 10D (3") BOX NAILS, ONE EACH AT TOP AND
BOTTOM FLANGE.
2-1/16" THRU 21/2" WIDTHS: TWO 16D (3-1/2") BOX NAILS, ONE EACH AT TOP AND
BOTTOM FLANGE.
3-1/2" WIDTH: TOENAIL JOIST TO RIM JOIST WITH ONE 10D (3") BOX NAIL EACH
SIDE OF JOIST TOP FLANGE.
2x4 MINIMUM SQUASH BLOCKS: TW0 10D (3") BOX NAILS, ONE EACH
AT TOP AND BOTTOM FLANGE.
COLUMN BASE
P2
W
3/4" x 2-5/16" MINIMUM2-1/16"
WEB STIFFENER SIZE
5/8" x 2-5/16" MINIMUM
1/2" x 2-5/16" MINIMUM1-1/2"
1-3/4"
W
7/8" x 25/16" MINIMUM
1" x 25/16" MINIMUM
WEB STIFFENER SIZE
WEB STIFFENER ATTACHMENT
THREE 8D (2½") COMMON NAILS, CLINCHED
(THREE 16D (3½") COMMON NAILS AT
3½" TJI JOIST FLANGE WIDTHS)
GAP:
1/8" MINIMUM
2-3/4" MAXIMUM
WEB STIFFENER EACH SIDE.
SEE SIZES BELOW
TIGHT FIT
W
2x4
W
1-1/2"
1-1/2"
2-5/16"
2-1/2"
3-1/2"
2x6 SINGLE TOP PLATE
ROUGH OPENING
2x6 HEAD PLATE
SINGLE HEADER
(DOUBLE HEADER-AS REQ'D)
EXTERIOR SIDE
INSULATED CAVITY
ALLOWABLE HOLES -TJI JOISTS
ALLOWABLE HOLES - BEAMS AND HEADERS
MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT
TABLE A-END SUPPORT
ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE
TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT
MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT
ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE
9-1/2
"
11-7/8"
14"
16"
DEPTH TJI
2" 3" 4"6-1/2" 8-7/8"
11" 13"2" 3" 4"6-1/2" 8-7/8"11" 13"
110
210
230
360
110
210
230
360
560
110
210
230
360
560
210
230
360
560
560
560
360
360
18"
20"
DEPTH TJI
2" 3" 4" 2 8 11" 13"2" 3"
4"6-1/2" 8
11" 13"
9-1/2"
11-7/8"
14"
16"
110
210
230
360
110
210
230
360
560
110
210
230
360
560
210
230
360
560
560
560
360
360
18"
20"
4"6" 8"10" 12" 15" 17"4" 6" 8"10" 12" 15" 17"
4" 6" 8"10" 12"15"17"4"6" 8" 10"12"15"17"
MINIMUM
1'-0"
1'-0"
1'-0"
1'-0"
2'-0"
1'-0"
2'-6"
2'-6"
3'-0"
4'-0"
1'-0"
1'-0"
3'-0"
3'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-6"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
2'-0"
1'-6"
2'-0"
2'-6"
3'-0"
13'-6"6'-6"1'-0" 3'-0" 10'-0"
2'-6"
6'-0"
6'-0"
1'-6"
3'-0"
3'-0"
2'-0"
1'-0"
1'-0"
1'-0"
9'-0"15'-0"
6'-0"
5'-6"
10'-0"
11'-0"
12'-0"
16'-6"
7'-0"11'-0"
15'-6"
16'-0"
15'-0"
12'-0"4'-6" 8'-0"
2'-6"
2'-0"
3'-0"
5'-6"
5'-6"
1'-6"
1'-0"
2'-0"
1'-6"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
8'-6"12'-6"
3'-0"
4'-0"
9'-6"
5'-6"
6'-6"
13'-6"
5'-0"
5'-6"
4'-6"
9'-0"
10'-0"
8'-0"
7'-6"
7'-6"
8'-0"
9'-0"
5'-0"
4'-0"
4'-6"
7'-0"
1'-6"
2'-0"
2'-6"
4'-0"
3'-0"
3'-6"
4'-0"
5'-6"
9'-6"
11'-0"
8'-0"
9'-0"
9'-6"
10'-6"
ROUND HOLE CHART
17'-0"2'-0" 7'-6" 13'-0" 14'-6"1'-0" 1'-0"
14'-6"
16'-6"
18'-0"
17'-6'
16'-6"
3'-6"
11'-6"
9'-0"
8'-6"
7'-0"
4'-0"1'-0"
1'-0"
1'-0"
1'-0"
1'-6"
3'-0"
6'-0"
1'-0" 1'-0"
14'-6"
12'-6"
14'-0"
16'-6"
9'-0" 18'-0"
20'-6"
21'-0"
19'-6"
20'-0"
19'-6"
19'-0"
16'-0"
9'-0"
10'-0"
10'-0"
11'-0"
12'-0"
9'-0"
10'-6"
12'-0"
13'-6"
9'-6"
10'-6"
10'-0"
6'-0" 10'-6"3'-0" 4'-6"
1'-0"
2'-6"
4'-0"
5'-0"
1'-0"
1'-0"
2'-0"
1'-0" 2'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
3'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
9'-0"
10'-0"
4'-6"
5'-0"
5'-0"
6'-0"
6'-0"
3'-6"
4'-0"
4'-6"
2'-6"
3'-0"
3'-6"
5'-0"
5'-6"
1'-0"
2'-0"
1'-0"
1'-0"
2'-6"
3'-6"
1'-6"
2'-0"
2'-6"
3'-0"
1'-6"
2'-0"
3'-0"
4'-6"
2'-6"
3'-0"
6'-6"
7'-6"
8'-0"
9'-6"
6'-6"
7'-0"
7'-6"
8'-0"
15'-6"
16'-0"
14'-0"
15'-0"
12'-6"
13'-0"
12'-0"
13'-0"
12'-6"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-6"
1'-6"
2'-0"
2'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-6"
1'-0"
1'-0"
9'-0"6'-0"2'-6"1'-0"
2'-0"1'-0" 1'-0" 7'-0"
1'-0"1'-0" 1'-0" 7'-0"
2'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
5'-0"
5'-0"
10'-0"
11'-0"
2'-0"
3'-0"
3'-0"
1'-6"
4'-0"
6'-6"
6'-0"
3'-6"
10'-6"
11'-0"
6'-6"
10'-0"
9'-0"
6'-0"
5'-6"2'-6"1'-0"
3'-0"
4'-6"
5'-0"
1'-0"
1'-6"
2'-6"
1'-0"1'-0"
1'-0"
1'-0"
1'-0"
1'-6"
1'-6"
1'-0"
5'-0"2'-6"
3'-6"
5'-6"
3'-0"
6'-6"
8'-0"
6'-0"
7'-0"
8'-0"
6'-0"
5'-0"
5'-0"
5'-6"
6'-0"
2'-6"
2'-0"
1'-0"
3'-0"
2'-6"
2'-0"
5'-0"
9'-0"1'-6"6'-6"10'-0"1'-0"1'-0"
11'-0"
12'-6'
11'-6"
12'-0"
6'-6"
7'-0"
10'-0"
9'-0"
8'-0"2'-6"1'-0"1'-0"
4'-0"1'-0" 1'-0" 9'-6"
5'-0"
6'-6"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-6"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
10'-0"
11'-0"
4'-0"
3'-0"
2'-6"
5'-0"
14'-0" 15'-6"
15'-6"14'-6"
10'-6"
11'-0"
12'-0"
11'-6"
13'-6"
14'-6"
8'-0"
9'-0"
10'-0"
11'-0"
6'-0"
6'-6"
7'-0"
8'-0"
7'-6"
6'-6"
6'-0"
8'-0"
7'-0"
2'-0"5'-0"1'-0"1'-0"
2'-0"
3'-6"
2'-6"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
2'-0"
1'-0"
3'-6"
4'-0"
4'-0"
5'-6"
7'-0"
5'-6"
6'-6"
2'-6"
2'-6"
3'-0"
3'-6"
1'-6"
1'-0"2'-0"
1'-6"
1'-0"
1'-0"
2'-6"
1'-0"
2'-0"
1'-0"1'-6"
5'-0"
5'-0"
5'-6"
4'-6"
4'-6"
8'-0"
8'-6"
9'-0"
9'-6"
NO FIELD CUT
HOLES IN
HATCHED ZONES
MINIMUM
(APPLIES TO ALL
HOLES
EXCEPT
KNOCKOUTS)
11/2" HOLE MAY BE CUT
ANYWHERE IN WEB OUT-
SIDE HATCHED ZONE
DO NOT CUT HOLES LARGER
THAN 11/2" IN CANTILEVER
DO NOT
CUT OR NOTCH FLANGE
DO NOT
CUT HOLES IN CANTILEVER
REINFORCEMENT
RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE.
HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB. LEAVE 1/8" OF WEB (MINIMUM) AT TOP AND BOTTOM OF HOLE.
KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12" ON CENTER; THEY DO NOT AFFECT HOLE PLACEMENT.
FOR SIMPLE SPAN (5' MINIMUM) UNIFORMLY LOADED JOISTS MEETING THE REQUIREMENTS OF CURRENT TRUS JOIST PRODUCT GUIDES, ONE MAXIMUM SIZE ROUND
HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED NO OTHER HOLES OCCUR IN THE JOIST.
DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS SHOWN IN CURRENT TRUS JOIST PRODUCT GUIDES. FOR OTHER LOAD CONDITIONS OR
HOLE CONFIGURATIONS CONTACT YOUR TRUS JOIST REPRESENTATIVE.
2x DIAMETER OF THE LARGEST HOLE (MINIMUM)
1/3 DEPTH
1/3 DEPTH
ALLOWED HOLE ZONE
FOR UNIFORMLY LOADED BEAMS ONLY.
RECTANGULAR HOLES ARE NOT ALLOWED.
NO HOLES IN CANTILEVERS.
NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION.
CUT ONLY ROUND HOLES AND
ONLY IN THE CENTER OF BEAM
4-3/8"
5-1/2"
7-1/4" TO 20"
1"
1-3/4"
2"
BEAM DEPTH MAXIMUM ROUND
HOLE SIZE
SEE ILLUSTRATION FOR ALLOWED HOLE ZONE
SEE TABLE A
SEE TABLE A
6"
6"L1 2xD1 D1 L2 2xL2 D2
6"
6"6"
SEE TABLE B
SEE TABLE B
1/3 SPAN ALLOWED HOLE ZONE 1/3 SPAN
Scale:
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As indicated
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2NAILING REQUIREMENTS 3P2
5W4TYPICAL EXTERIOR HEADER DETAIL (ADVANCED FRAMING)
1CHART FOR ENGINEERED LUMBER
No
.
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CONTINUOUS PLYWOOD
PANEL EDGE
2x6 FLAT BLOCKING
AT PANEL EDGES
FLOOR/ROOF
JOIST
EDGE OF FLOOR/ROOF
DIAPHRAGM PLYWOOD
PANEL EDGE
NOTES:
1. ROOF AND FLOOR SHEATHING TO BE 3/4" PLYWOOD.
2. SCREWS SHALL BE #8x21/2" WITH MINIMUM PENETRATION OF 11/2" IN FRAMING.
3. SCREW SPACING SHALL BE AS FOLLOWS:
S1 = 6 IN (AT DIAPHRAGM BOUNDARIES AND CONTINUOUS PANEL EDGES)
S2 = 6 IN (AT ALL OTHER PANEL EDGES)
S3 = 6 IN (AT INTERMEDIATE FRAMING MEMBERS)
S1
S3
S2
S2
S1
S1
S1
UNIFORM FASTENERS/
SPACING *
NOTES:
1. MINIMUM END DISTANCE FOR BOLTS AND SCREWS IS 6".
2. STAGGER FASTENERS ON OPPOSITE SIDES OF BEAM BY 1/2 THE REQUIRED CONNECTOR SPACING.
3. WASHERS ARE REQUIRED AT ALL BOLTS.
4. DRILLED HOLES FOR 1/2" THROUGH BOLTS SHALL BE 9/16" MAXIMUM.
2 ROWS OF 10d (0.128"x3")
MIN NAILS @ 6" O.C.
ASSEMBLY
2-PLY (31/2" WIDE)3-PLY (51/4" WIDE)4-PLY (7" WIDE)
3 ROWS OF 10d (0.128"x3")
MIN NAILS @ 6" O.C. - EACH
SIDE
2 ROWS OF 1/4"x6" SIMPSON SDS
SCREWS @ 12" O.C. EACH SIDE
ADDITIONAL FASTENERS
REQ'D AT BEAMS FRAMING IN
W/ TOP OR FACE MOUNTED
HANGERS **
8-1/4"x3-1/2" SIMPSON SDS
SCREWS
* - FASTENERS SHOWN DIAGRAMMATICALLY. REFER TO QUANTITIES AND SPACINGS SPECIFIED HEREIN FOR NUMBER OF ROWS
AND TYPES OF FASTENERS REQUIRED.
** - INSTALL WITH HALF OF SPECIFIED ADDITIONAL FASTENERS 6" AWAY FROM EACH SIDE OF BEAM FRAMING IN.
8-1/4"x3-1/2" SIMPSON SDS
SCREWS - EACH SIDE OF MAIN
BEAM
8-1/4"x6" SIMPSON SDS SCREWS -
EACH SIDE OF MAIN BEAM
2 ROWS OF SIMPSON SDS
1/4"x3-1/2" SCREWS @ 19.2" O.C.
OR
2 ROWS OF SIMPSON SDS 2 ROWS OF 1/2"⌀A307
THRU-BOLTS @ 12" O.C.
OR OR
2"
1 3/4"
2"
1 3/4"
2"
1 3/4"
JOIST MARK
(I-LEVEL
DESIGNATIONS)
MAXIMUM
END
REACTION
FLANGE WIDTH
1-3/4"910 LB9-1/2" TJI 110
TOP-MOUNTED
HANGER (SIMPSON
STRONG-TIE
DESIGNATIONS)
FACE-MOUNTED
HANGER (SIMPSON
STRONG-TIE
DESIGNATIONS)
ITS 1.81/9.5 MIU 1.81/9
2-5/16"1060 LB9-1/2" TJI 230
1-3/4"910 LB11-7/8" TJI 110
2-5/16"1060 LB11-7/8" TJI 230
2-5/16"1080 LB11-7/8" TJI 360
3-1/2"1265 LB11-7/8" TJI 560
1-3/4"910 LB14" TJI 110
2-5/16"1060 LB14" TJI 230
2-5/16"1080 LB14" TJI 360
3-1/2"1265 LB14" TJI 560
2-5/16"1060 LB16" TJI 230
2-5/16"1080 LB16" TJI 360
3-1/2"1265 LB16" TJI 560
NOTES:
1. FOLLOW FASTENER AND INSTALLATION REQUIREMENTS PROVIDED BY SIMPSON STRONG-TIE.
2. WEB STIFFENERS REQUIRED WHEN TOP FLANGE OF I-JOIST IS NOT LATERALLY SUPPORTED BY HANGER.
3. CONTRACTOR MAY SUBMIT ALTERNATE HANGERS FOR REVIEW.
4. ALL JOISTS TO FRAME TOP FLUSH WITH SUPPORTING BEAM. TABLE NOT APPLICABLE FOR SKEWED OR SLOPED JOISTS.
5. TABLE NOT APPLICABLE FOR ROOF JOISTS.
ITS 1.81/11.88
ITS 1.81/14
ITS 2.37/9.5
ITS 2.37/11.88
ITS 2.37/14
ITS 2.37/16
ITS 2.37/16
ITS 2.37/14
ITS 2.37/11.88
MIT 416
MIT 414
MIT 411.88
IUS 1.81/11.88
IUS 1.81/14
MIU 2.37/9
IUS 2.37/11.88
IUS 2.37/14
IUS 2.37/11.88
IUS 2.37/14
IUS 2.37/16
IUS 2.37/16
IUS 3.56/11.88
IUS 3.56/14
IUS 3.56/16
BASED ON 13/4" END
BEARING W/O WEB
STIFFENERS
1. NO NOTCHES ARE PERMITTED IN THE MIDDLE LINE OF THE SPAN.
2. NO NOTCHES ARE PERMITTED IN THE BOTTOM (TENSION FACE)
WHEN b ≥ 3-1/2" (EXCEPT WHEN NOTCHED AT ENDS FOR BEARING OVER A SUPPORT)
BEAM/JOIST SUPPORT
b = WIDTH OF BEAM/JOIST
d = DEPTH OF BEAM/JOIST
NOTES:
≤ d/3
≤
5
/
6
d
≤
5
/
6
d
d
≥
3
/
4
d
≤ d/3
AT STUD PACK WITH 3 OR MORE
STUDS, PROVIDE TYPICAL
SHEATHING FASTENERS AT OUTSIDE
TWO STUDS AT EACH STUD PACK
10d COMMON @18" O.C.
EACH FACE & 2-1/2" END DIST
(STAGGERED) TYPICAL EACH
SET OF DOUBLE STUDS
TYPICAL SHEATHING
FASTENERS
10d COMMON @18" O.C. &
2-1/2" END DIST (STAGGERED)
3RD STUD TO 2-PACK
2-STUD PACK 3-STUD PACK
4-STUD PACK 5-STUD PACK
NOTES:
1.
2.
SHEATHING TO STUD FASTENER REQUIREMENTS APPLY AT ALL BUILT-UP STUDS
INCLUDING TYPICAL STUDS, KING STUDS, AND MULTI-PLY POSTS LOCATED WITHIN
LOAD BEARING STUD WALLS.
SHEATHING REFERS TO GYPSUM BOARD OR WOOD SHEATHING, SEE ARCH & STRUCT
WALL TYPES FOR ADDITIONAL INFORMATION
WIDTH
DE
P
T
H
L5
BEARING AT
COLUMN
VERIFY PARALLAM PSL OR
TIMBER STRAND LSL COLUMN
CAPACITY AND BEAM BEARING
LENGTH. SEE CURRENT TRUSS
JOIST LITERATURE.
1
NOTES:
1-1/4" x12 GA. STRAP W/ (14) 10d
COMMON NAILS EA END AT EACH
PLATE (11/2" END DIST, 1" SPACING)
2x4 DOUBLE TOP PLATE
2x4 OR 3x4 SILL PL SIMILAR
NOTCHES MINIMUM 6'-0" O.C.
TYPICAL 1-1/4"⌀MAXIMUM BORED HOLE
NOTCHES MINIMUM 6'-0" O.C.
TYPICAL 2"⌀MAXIMUM
BORED HOLE
1-1/4" x12 GA. STRAP W/ (14) 10d
COMMON NAILS EA END AT EACH
PLATE (11/2" END DIST, 1" SPACING)2x6 DOUBLE TOP PLATE
2x6 OR 3x6 SILL PL SIMILAR
1.
2.
3.
PENETRATIONS NOT TO OCCUR WITHIN PLATE SPLICE
PENETRATIONS NOT TO OCCUR AT TRUSS BEARING LOCATIONS
WHERE PENETRATION OCCURS ADJACENT TO TRUSS BEARING,
PROVIDE STUD PACK, MATCHING WALL ADJACENT STUD PACKS IN WALL,
BELOW TRUSS BEARING
10" MIN10" MIN
3 1/2" MAX
1
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1' - 0"1' - 0"5 1/2"
2"
M
A
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HEADER ABOVE
OPENING PER ARCH
TIE-DOWN ROD PER
SHEAR WALL SCHED
"B" POST PER SHEAR
WALL SCHEDULE
JACK STUD PER TYPICAL
STRUCTURAL WALL DETAIL
KING STUDS PER TYPICAL
STRUCTURAL WALL DETAIL
"A" POST PER SHEAR WALL
SCHEDULE
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1TYPICAL FLOOR AND ROOF DIAPHRAGM SCREW LAYOUT 2LVL LAMINATION SCHEDULE FOR SIDE-LOADED BEAMS 3FLOOR I-JOIST HANGER SCHEDULE
4ALLOWABLE NOTCHES IN WOOD BEAMS 5
BUILT-UP STUD / POST IN WALL
TYPICAL DETAIL 6L5 7
PENETRATIONS IN WALL PLATES
TYPICAL DETAIL
No
.
D
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De
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8TYPICAL OPENING AT END OF SHEAR WALL
(E) FIRST FLOOR
10'-0"
NEW FIRST FLOOR
12'-0"
7"10"7"
10
"
4" CONCRETE KNEE WALL TYP
REINF W/ #4@18" DWLS IN HILTI
HIT-HY 200, 3" EMBED, SEE PLAN
FOR KNEE WALL LOCATIONS
3" THICK LWC TOPPING SLAB
ON RIGID INSULATION W/ 60 PSI
COMPRESSIVE STRENGTH
10" CMU KNEE WALL RINF W/ #4 @16"
DWLS IN HILTI HIT-HY 200, 6" EMBED
2x6 BEARING WALL
(E) WALL FOOTING
(E) FROST WALL
(E) SLAB ON GRADE
(2) #5xCONT
#4 @12"xCONT, HORIZ
(E) SECOND FLOOR
21'-0"
NEW SECOND FLOOR
23'-0"
(E) MASONRY BRG WALL
¾" PLYWOOD
2x6 BEARING WALL
FLOOR JOIST PER PLAN
10" CMU KNEE WALL RINF W/ #4 @16"
DWLS IN HILTI HIT-HY 200, 6" EMBED
(2) #5xCONT
(E) SECOND FLOOR
21'-0"
NEW SECOND FLOOR
23'-0"
¾" PLYWOOD
2x6 BEARING WALL
FLOOR JOIST PER PLAN
(E) 2x6 BEARING WALL
LEDGER
(E) TOP OF CRAWL SPACE
NEW FIRST FLOOR
12'-0"
3" THICK LWC TOPPING SLAB
ON RIGID INSULATION W/ 60 PSI
COMPRESSIVE STRENGTH
(E) ASSUMED RUBBLE FOUNDATION, VIF (E) SLAB ON GRADE OR EARTH, VIF
#4 @12"xCONT, HORIZ
VIF TOP OF CRAWL SPACE
ELEVATION AND ITS
SUBSTRATE. ASSUME
INSTALLATION OF 4FT RIGID
INSULATION
(E) CRAWL SPACE
DEMO EXISTING
WOOD FLOOR
(E) FIRST FLOOR
10'-0"
4" CONCRETE KNEE WALL TYP
REINF W/ #4@18" DWLS IN HILTI
HIT-HY 200, 3" EMBED, SEE PLAN
FOR KNEE WALL LOCATIONS
EXISTING MASONRY WALL
WOOD BEARING/SHEAR
WALL PER PLAN
EDGE NAILS
P.T. SILL PLATE WITH ANCHORS
PER DETAIL
5" SLAB ON GRADE
B.O. FOOTING
FIRST FLOOR
12'-0"
4'
-
0
"
M
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INSULATION, SEE ARCH'LS
10" CONCRETE FROST WALL,
REINFORCE WITH #4@12" O.C.,
EACH WAY, EACH FACE
WALL FOOTING PER PLAN, REINFORCE
WITH #5@12" O.C. TRANSVERSE, (3)-#5
BARS LONG WAY
DOWELS TO MATCH WALL
VERTICAL REINFORCEMENT
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3/4" = 1'-0"1RAISED FLOOR AT EXISTING EAST ADDITION
3/4" = 1'-0"4RAISED FLOOR - CMU KNEE WALL SECTION
3/4" = 1'-0"3RAISED FLOOR - 2x6 WALL SECTION
3/4" = 1'-0"2RAISED FLOOR AT EXISTING 2-STORY BUILDING
No
.
D
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3/4" = 1'-0"5FOUNDATION SECTION AT NEW CONCRETE WALL
EF
FCU
#
EWH
#
EXHAUST FAN
ELECTRIC WALL HEATER
FAN COIL UNIT
##
DUCTWORK LEGENDGENERAL HVAC LEGEND & ABBREVIATIONS
TRANSFER GRILLE
NEW DUCTWORK
EXISTING DUCTWORK
EXISTING RETURN GRILLE (RG)
EXISTING CEILING DIFFUSER (CD)
EXHAUST REGISTER (ER)
NEW CEILING DIFFUSER (CD)
OR
UNDERCUT DOOR
SUPPLY AIR FLOW
SINGLE LINE
ACD
FD
BDD
OR
w R
VD
VD
FD
BDD
ACD
VD
VD
DOUBLE LINE SINGLE LINE
RISE
UP
DROP
DN
DOUBLE LINE
UP
RISE
DN
DROP
PIPING LEGENDNOTE:
ALL ITEMS SHOWN ARE NOT NECESSARILY
USED ON THIS PROJECT
ACOUSTICALLY
LINED DUCT
CEILING
DUCT MTD.
DIFF / GRILLE
BULLHEAD SPLIT
SUPPLY
SPLIT TAKE-OFF
W/ BRANCH DAMPERS
SUPPLY
STANDARD RADIUS ELBOW
(R = W)
RETURN / EXHAUST
DUCT DOWN
RETURN / EXHAUST
DUCT UP
SUPPLY DUCT DOWN
SUPPLY DUCT UP
FIRE DAMPER
BACKDRAFT DAMPER
AUTOMATIC
CONTROL DAMPER
(ACD)
VOLUME DAMPER
CEILING
DUCT MTD.
DIFF / GRILLE
FLEXIBLE
DUCT (MAX. 48"L)
BULLHEAD
CONVERGE
RISE OR DROP
LINEAR SLOT DIFFUSER (ONE SLOT)
4'-0" L (UNLESS OTHERWISE NOTED)
DOUBLE SLOT DIFFUSER (TWO SLOT)
4'-0" L (UNLESS OTHERWISE NOTED)
NEW RETURN GRILLE (RG)
(24"x24", UNLESS OTHERWISE NOTED)
EXISTING DUCTWORK TO BE REMOVED
RETURN OR EXHAUST AIR FLOW
HWR
HCR
HWS
CWR
HCS
CHWR
CWS
END CAP
CONTROL VALVE (2-WAY)
ELBOW UP OR RISE
FLEXIBLE CONNECTION
DUAL TEMPERATURE WATER SUPPLY
DUAL TEMPERATURE WATER RETURN
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
HOT WATER RETURN
HOT WATER SUPPLY
CHILLED WATER RETURN
DIRECTION OF FLOW IN PIPE
BALL VALVE
GLOBE VALVE
CHECK VALVE
BUTTERFLY VALVE
UNIONCHWS
PC
PIPE BREAK (SINGLE LINE)
CHILLED WATER SUPPLY
PUMPED CONDENSATE DRAIN
GATE VALVE
LPCR
LPS
FOS
FOR
ELBOW DN OR DROP
LOW PRESSURE STEAM
BLIND FLANGE
LIQUID FILLED PRESSURE GAUGE w/
BALL VALVE PIGTAIL FOR STEAM, &
SCRUBBERS FOR WATER.
CONTROL VALVE (3-WAY)
LOW PRESSURE CONDENSATE RETURN
FUEL OIL SUPPLY
FUEL OIL RETURN
CIRCUIT SETTER
SWIVEL BASE WELL TYPE
10" THERMOMETER
STRAINER W/DRAIN
VALVE & HOSE CONN.
D DRAIN
AUTO. AIR VENT
INCREASER OR DECREASER
DRIP LEG
RELIEF VALVE
CLEAN-OUT FOR
CONDENSATE DRAIN
REVISION NUMBER
CONNECT TO EXISTING
LIMIT OF DEMOLITION CO2 DETECTOR
SMOKE DETECTOR
WALL SWITCH
CO DETECTOR
NO2 DETECTOR
1
T
H
CO2
SD
S
CO
HC
NO2HUMIDITY SENSOR OR
HUMIDISTAT
TEMPERATURE SENSOR
OR THERMOSTAT
2W TWO WAY
3W THREE WAY
AC AIR CONDITIONING UNIT
ACCU AIR COOLED CONDENSING UNIT
ACD AUTOMATIC CONTROL DAMPER
ACV AUTOMATIC CONTROL VALVE
AD ACCESS DOOR
AFF ABOVE FINISHED FLOOR
AHU AIR HANDLING UNIT
AI ANALOG INPUT
AO ANALOG OUTPUT
ATC AUTOMATIC TEMPERATURE
CONTROLS
BB BASEBOARD
BDD BACKDRAFT DAMPER
BG BLAST GATE
BHP BRAKE HORSEPOWER
BLDG BUILDING
BOD BOTTOM OF DUCT
BPD BYPASS DAMPER
BSMT BASEMENT
BTU BRITISH THERMAL UNITS
BV BYPASS VALVE
CC COOLING COIL
CCLT COOLING COIL LEAVING AIR
TEMPERATURE SENSOR
CD CEILING DIFFUSER
CFM CUBIC FEET PER MINUTE
CHW CHILLED WATER
CHWR CHILLED WATER RETURN
CHWS CHILLED WATER SUPPLY
CLG CEILING
CO CLEAN OUT
CONC CONCRETE
CONN CONNECTION
CT CURRENT TRANSFORMER TYPE
STATUS
CWR CONDENSER WATER RETURN
CWS CONDENSER WATER SUPPLY
D DRAIN
DAT DISCHARGE AIR TEMPERATURE
SENSOR
DDC DIRECT DIGITAL CONTROLS
DDCFP DIRECT DIGITAL CONTROL FIELD
PANEL
DB DRY BULB
DI DIGITAL INPUT
DIFF DIFFUSER
DN DOWN
DO DIGITAL OUTPUT
DP DIFFERENTIAL PRESSURE
DPS DIFFERENTIAL PRESSURE SENSOR
DPT DIFFERENTIAL PRESSURE
TRANSMITTER
DPV DIFFERENTIAL PRESSURE BYPASS
VALVE
DX DIRECT EXPANSION
EA EXHAUST AIR
EAD EXHAUST AIR DAMPER
EAT ENTERING AIR TEMPERATURE
EBH ELECTRIC BASEBOARD HEATER
EFF EFFICIENCY
EF EXHAUST FAN
EG EXHAUST GRILLE
EHC ELECTRIC HEATING COIL
EL ELEVATION
ELEC ELECTRICAL
ER EXHAUST REGISTER
ESP EXTERNAL STATIC PRESSURE
EUH ELECTRIC UNIT HEATER
EW ENERGY (HEAT) WHEEL
EWH ELECTRIC WALL HEATER
EWS ENERGY WHEEL SPEED CONTROL
EWT ENTERING WATER TEMPERATURE
EXH EXHAUST
EXP EXPANSION
FA FAULT ALARM
FAI FRESH AIR INTAKE
FCU FAN COIL UNIT
FD FIRE DAMPER
FI FULL INTEGRATION
FLA FULL LOAD AMPS
FLEX FLEXIBLE
°F DEGREES FAHRENHEIT
F & TT FLOAT & THERMOSTATIC TRAP
FMS FLOW MEASURING STATION
FPM FEET PER MINUTE
FS FLOW SWITCH
FSD FIRE SMOKE DAMPER
FTR FINNED TUBE RADIATION
FZ FREEZESTAT
GA GAUGE
GC GENERAL CONTRACTOR
GF GAS FURNACE
GPM GALLONS PER MINUTE
H HUMIDITY SENSOR
HC HEATING COIL
HCLT HEATING COIL LEAVING AIR
TEMPERATURE SENSOR
HCR DUAL TEMPERATURE WATER
RETURN
HCS DUAL TEMPERATURE WATER SUPPLY
HGBP HOT GAS BYPASS
HL HIGH LIMIT SAFETY
HOA HAND OFF AUTO STARTER
HP HORSEPOWER
HVAC HEATING, VENTILATION, & AIR
CONDITIONING
HW HOT WATER
HWC HOT WATER COIL
HWR HOT WATER RETURN
HWS HOT WATER SUPPLY
HZ HERTZ
IFBD INTEGRAL FACE & BYPASS DAMPER
IGV INLET GUIDE VANES
IN INCHES
KW KILOWATT
LAT LEAVING AIR TEMPERATURE
LF LINEAR FEET
LL LOW LIMIT SAFETY
LRA LOCKED ROTOR AMPS
LSD LINEAR SLOT DIFFUSER
LWT LEAVING WATER TEMPERATURE
MAT MIXED AIR TEMPERATURE
MECH MECHANICAL
MEZZ MEZZANINE
MIN MINIMUM
MTD MOUNTED
N/A NOT APPLICABLE
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NO NORMALLY OPEN
NO.NUMBER
NTS NOT TO SCALE
OA OUTSIDE AIR
OAI OUTSIDE AIR INTAKE
PC PUMPED CONDENSATE
PD PRESSURE DROP
PHC PREHEAT COIL
PLBG PLUMBING
PRV PRESSURE REGULATING VALVE
PSIG POUNDS PER SQUARE INCH GA.
RA RETURN AIR
RAD RA DAMPER
RAH RA RELATIVE HUMIDITY
RAT RA TEMPERATURE
RET RETURN
REQ'D REQUIRED
RF RETURN FAN
RG RETURN GRILLE
RH RELATIVE HUMIDITY
RHC REHEAT COIL
RPM REVOLUTIONS PER MINUTE
RR RETURN REGISTER
SA SUPPLY AIR
SAD SA DAMPER
SAT SUPPLY AIR TEMPERATURE
SF SUPPLY FAN
SG SUPPLY GRILLE
SP STATIC PRESSURE
SPD SPEED
SR SUPPLY REGISTER
S/S START/STOP/STATUS
T TEMPERATURE SENSOR OR
THERMOSTAT
T/H TEMPERATURE/HUMIDITY SENSOR
TD TRANSFER DUCT
TG TRANSFER GRILLE
TP TOTAL PRESSURE (AI)
TYP.TYPICAL
UH UNIT HEATER
V VENT
VAV VARIABLE AIR VOLUME
VD VOLUME DAMPER
VFD VARIABLE FREQUENCY DRIVE
VP VELOCITY PRESSURE
W WIDTH
W/WITH
WB WET BULB TEMPERATURE
HYDROCARBON
DETECTOR
FAN SCHEDULE
TAG NO.BASIS OF DESIGN SERVICE LOCATION TYPE
FAN DATA MOTOR DATA VFD
REMARKS
CFM ESP
(in. w.c.)RPM BHP AMCA
CLASS DRIVE TYPE HP RPM VOLTS PH W/ AUTO
BYPASS
W/O AUTO
BYPASS
BACNET
CARD
INTEGRAL
DISCONNECT
EF-1 TOILET EXHUAST CEILING IN-LINE 50 BDD, ISOLATORS, INTERLOCKED W/ LIGHT SWITCH.
EF-2 TEL DATA 205 CEILING IN-LINE 50 BDD, ISOLATORS, RUNS CONTINUOUSLY.
EF-3 LULA MACHINE ROOM
106 CEILING IN-LINE 100 BDD, ISOLATORS, INTERLOCKED W/ LIGHT SIWTCH.
NOTE:
1.ALL FANS SHALL BE STATICALLY & DYNAMICALLY RE-BALANCED AFTER INSTALLATION.
2.ALL MOTORS WITH VFD'S SHALL BE PROVIDED WITH SHAFT GROUNDING RINGS.
DUCT INSULATION SCHEDULE
LOCATION SUPPLY RETURN
RAW
OUTDOOR
AIR
EXHAUST
REMARKSWITH ENERGY
RECOVERY
WITHOUT ENERGY
RECOVERY
VENTED ATTIC OR UN-INSULATED ATTIC R-6 R-6 R-6 R-6 R-6 *
UNVENTED ATTIC (WITHIN BUILDING'S INSULATED
THERMAL ENVELOPE)R-6 R-6 *R-6 R-6 R-6 *
OUTDOORS R-12 R-12 NONE R-12 R-12 *
UNCONDITIONED SPACE (SHAFT, CRAWL SPACE)R-6 R-6 R-6 R-6 R-6
CEILING WITHIN DUCTED RETURN OR PLENUM R-6 NONE R-6 NONE NONE
EXPOSED IN MER R-6 R-6 R-6 R-6 R-6
BELOW GRADE R-12 R-12 NONE R-12 R-12 *
EXPOSED IN SPACE SERVED NONE NONE R-6 NONE NONE RAW OUTDOOR AIR EXPOSED IN SPACE SERVED SHALL BE DOUBLE WALL INSULATED DUCTWORK.
NOTES:
1.R-VALUE SHOWN MAY BE OBTAINED BY ADDING THE R-VALUES OF BOTH THE LINING (WHERE SHOWN OR USED) AND
EXTERNAL DUCT INSULATION.
2.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND EXCEPTIONS.
DUCT LINING:ACOUSTIC DUCT LINING OF THE TYPE AND THICKNESS SPECIFIED SHALL BE INSTALLED ON ALL SUPPLY,
RETURN, AND EXHAUST DUCTWORK WITHIN 20 FEET OF AIR HANDLING UNITS AND FANS (INCLUDING
BRANCHES), AND WHERE DETAILED OR SHOWN ON DRAWINGS. LINING SHALL NOT BE USED ON KITCHEN
DUCTWORK AND WET/HUMID EXHAUST SUCH AS DISHWASHER AND CLOTHES DRYERS.
* R-VALUE SHOWN IS ONLY IF AREA OF BUILDING BEING EXHAUSTED IS HUMIDIFIED. IF NOT HUMIDIFIED, NO INSULATION
UNLESS FIRE WRAP OR LINING IS NEEDED.
DUCT PRESSURE CLASS AND SEAL CLASS SCHEDULE
PRESSURE CLASS
STATIC
PRESSURE
CLASS
SMACNA
SEAL
CLASS
SMACNA
LEAKAGE
CLASS
VELOCITY
LIMITS REMARKS
10" w.c.10" w.c.
(POS.)A 3 2000 FPM OR
GREATER
6" w.c.10" w.c.
(POS.)A 3 2000 FPM OR
GREATER
4" w.c.4" w.c.
(POS. OR NEG.)A 6 4000 FPM OR
LESS
3" w.c.3" w.c.
(POS. OR NEG.)A 6 4000 FPM OR
LESS
2" w.c.2" w.c.
(POS. OR NEG.)A 6 2500 FPM OR
LESS
1" w.c.1" w.c.
(POS. OR NEG.)A 6 2500 FPM OR
LESS
1/2" w.c.1/2" w.c.
(POS. OR NEG.)A 6 2000 FPM OR
LESS
NOTES:
1.CONTRACTOR SHALL LEAK TEST (SUBMIT REPORT) OF A MINIMUM OF 25% OF THE SURFACE AREA FOR ALL DUCTWORK
ABOVE PRESSURE CLASS OF 3" w.c. AS PER IECC 2021 SECTION C403.12.2.3.
2.FOR NEGATIVE PRESSURE OVER 3" w.c., REFER TO SMACNA ROUND AND RECTANGULAR INDUSTRIAL CONSTRUCTION
STANDARDS FOR JOINT AND INTERMEDIATE REINFORCEMENT REQUIREMENTS.
3.FOR ROUND, NEGATIVE PRESSURE OVER 2" w.c., REFER TO SMACNA ROUND INDUSTRIAL CONSTRUCTION STANDARDS AND
BUILD TO NEGATIVE RATING SPECIFIED (-4" w.c. MIN.).
4.DUCTWORK SHALL BE CONSTRUCTED TO 1.5 TIMES THE ASSOCIATED EQUIPMENT'S LISTED EXTERNAL STATIC PRESSURES IN
THE SCHEDULES.
5.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND EXCEPTIONS.
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L
E
M
P
U
B
L
I
C
S
C
H
O
O
L
S
08/15/25
ML/FS
SOH
30
L
e
a
v
i
t
t
S
t
r
e
e
t
,
S
a
l
e
m
M
A
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
M0.1
HV
A
C
S
C
H
E
D
U
L
E
S
&
L
E
G
E
N
D
NOTES:
1.REMOTE WIRED T'STAT
2.FILTER SECTION W/ ACCESS
3.CONDENSATE PUMP AS REQUIRED. FIRST MEANS OF DRAIN SHALL BE BY GRAVITY.
4.DRAIN PAN OVERFLOW SENSOR BY MFG OR ATC SUB-CONTRACTOR
5.BACNET INTERFACE
6.INDOOR UNIT REQUIRES ITS OWN POWER.
FAN COIL UNIT SCHEDULE (INDOOR HEAT PUMP UNIT)
TAG NO.BASIS OF SELECTION SERIES SERVICE TYPE
SUPPLY FAN DATA
MIN. OA
COOLING DATA HEATING DATA (0°F AMB.)ELECTRICAL DATA APPROX.
DIMENSIONS
(L x W x H) (in.)
OPER. WT.
(lbs.)REMARKS
CFM (L/M/H)SND. PRESS.
(dBA L/M/H)
MAX ESP
(in. w.c.)MOTOR SPD CFM REF.
TYPE
EDB/EWB
(°F)
LDB/LWB
(°F)
TC
(MBH)
SC
(MBH)
CAPACITY
(MBH)
EAT
(°F)
LAT
(°F)VOLT PH MCA MOCP POWER SUPPLY
FCU-W06 MITSUBISHI PKFY-L06NLMU-A R2 SERIES SEE PLANS WALL MOUNTED 141/155/173/191 22/26/29/31 R-410A 6.7 208 1 0.24 15 REQUIRES DEDICATED CIRCUIT 30-7/16 x 9-11/32 x 11-25/32 24.5 SEE NOTES
FCU-W08 MITSUBISHI PKFY-L08NLMU-A R2 SERIES SEE PLANS WALL MOUNTED 141/162/191/237 22/27/31/37 R-410A 9.0 208 1 0.24 15 REQUIRES DEDICATED CIRCUIT 30-7/16 x 9-11/32 x 11-25/32 24.5 SEE NOTES
HEAT PUMP SCHEDULE (AIR-SOURCE) (OUTDOOR UNIT)
TAG NO.BASIS OF SELECTION SERIES SERVICE
COOLING DATA HEATING DATA
EER IEER MODULES
COMPRESSOR & ELECTRICAL DATA CONDENSER
APPROXIMATE
DIMENSIONS
OPER.
WT.
(lbs.)
REMARKSTC
(MBH)
REQ. MIN. OPER.
OUTDOOR TEMP. (°F)
CAPACITY @
47°F (MBH)
CAPACITY @
-4°F (MBH)
REQ. MIN. OPER.
OUTDOOR TEMP. (°F)QTY TYPE VOLT PH MCA MAX.
FUSE
SCCR
(kA)
REF.
TYPE REF. CHARGE FAN
QTY.
AMB.
(°F)
HP-A MITSUBISHI MXZ-SM36NLHZ
(NOMINAL 3-TON)M SERIES SEE NOTES
HP-B MITSUBISHI MXZ-SM42NNLHZ
(NOMINAL 3.5-TON)M SERIES SEE NOTES
NOTES:
1.HYPER HEAT
2.HEAT RECOVERY
3.TWINNING KIT ON ALL UNITS COMPRISED OF MULTIPLE
MODULES
4.CRANKCASE HEATER
5.5 YEAR COMPR. WARR.
6.WIND BAFFLES
7.SNOW GUARD
8.MOUNT ON 2'H STAND
9.VIBRATION ISOLATORS
10.PIPE AS PER MANUFACTURER'S RECOMMENDATIONS
11.BACNET INTERFACE
12.FIELD INSTALLED PHASE MONITOR (ICM MODEL 455).
13.EACH MODULE REQUIRES SEPARATE ELECTRICAL FEED
14.FOR UNITS SERVING COILS IN AIR HANDLING UNITS, EACH
MODULE REQUIRES AN AHU INTEGRATION KIT. CONTRACTOR
TO PROVIDE OUTDOOR RATED NEMA ENCLOSURES.
15.SEACOAST PROTECTION IF PROJECT IS LOCATED WITHIN 10
MILES OF COAST.
16.EER & IEER RATINGS ARE BASED ON DUCTED INDOOR UNITS.
N Scale:
Project #:
Date
Drawn by:
Checked by:
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O
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08/15/25
ML/FS
SOH
30
L
e
a
v
i
t
t
S
t
r
e
e
t
,
S
a
l
e
m
M
A
No
.
Da
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De
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c
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i
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n
M0.2
HV
A
C
S
C
H
E
D
U
L
E
S
UP
DN
DN
DN
CONFERENCE ROOM
109
POLICE ROOM
108
EXISTING TOILET ROOM
113
EXISTING TOILET ROOM
112
EXISTING CLOSET
111
INTAKE
103
INTAKE
104
MECH. ROOM
110
RECEPTION
101
LOBBY/WAITING ROOM
102
TOILET ROOM
107
STAIRS
105
LULA MACHINE ROOM
106
T
N Scale:
Project #:
Date
Drawn by:
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08/15/25
ML/FS
SOH
30
L
e
a
v
i
t
t
S
t
r
e
e
t
,
S
a
l
e
m
M
A
No
.
Da
t
e
De
s
c
r
i
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i
o
n
M1.1
FI
R
S
T
F
L
O
O
R
H
V
A
C
P
L
A
N
KITCHEN/WAITING ROOM
202
LAURA
204
NURSE ROOM
203
STAIRS
201
CLOSET
207
CLOSET
211
TEL DATA
205
MEETING ROOM
206
CLOSET
208B
TRANSPORTATION
208
HOUSING
209
TOILET ROOM
210
N Scale:
Project #:
Date
Drawn by:
Checked by:
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O
L
S
08/15/25
ML/FS
SOH
30
L
e
a
v
i
t
t
S
t
r
e
e
t
,
S
a
l
e
m
M
A
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
M1.2
SE
C
O
N
D
F
L
O
O
R
H
V
A
C
P
L
A
N
PLUMBING LEGEND & ABBREVIATIONS NOTE:
ALL ITEMS SHOWN ARE NOT NECESSARILY
USED ON THIS PROJECT
AD AREA DRAIN
AV ACID VENT
AW ACID WASTE
AFF ABOVE FINISHED FLOOR
AP ACCESS PANEL
B.O.P.BOTTOM OF PIPE
BV BALL VALVE
CA COMPRESSED AIR
CO LINE CLEANOUT
CONT CONTINUATION
CW COLD WATER
DCOF DANDY CLEANOUT @ FLOOR
DCVA DOUBLE CHECK VALVE BACKFLOW
PREVENTION ASSEMBLY
DF DRINKING FOUNTAIN
DWH DOMESTIC WATER HEATER
ELEV ELEVATION
FBO FURNISHED BY OTHERS
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FS FLOOR SINK
FFE FINISH FLOOR ELEVATION
GC GENERAL CONTRACTOR
GD GARAGE DRAIN
HB HOSE BIB WITH V.B.
HC HANDICAPPED/BARRIER FREE
HW HOT WATER
INV INVERT
ISOM ISOMETRIC
IW INDIRECT WASTE
LV LAB VENT
LVR LAB VENT RISER
LW LAB WASTE
LWR LAB WASTE RISER
NC NORMALLY CLOSED
NO NORMALLY OPEN
PC PLUMBING CONTRACTOR
RD ROOF DRAIN
RPBFP REDUCED PRESSURE BACKFLOW
PREVENTER
S SANITARY
SA SHOCK ABSORBER
SV STORM VENT
SVTR STORM VENT THROUGH ROOF
SW SANITARY WASTE
T.O.P.TOP OF PIPE
TD TRENCH DRAIN
TP TRAP PRIMER
TW TEMPERED WATER
V VENT
VB VACUUM BREAKER
VR VENT RISER
VTR VENT THROUGH ROOF
W WASTE
W&V WASTE AND VENT
WCO WALL CLEANOUT
WS WALL SCUPPER
WH WALL HYDRANT WITH INTEGRAL V.B.
ZVB ZONE VALVE BOX
DEMO LINETYPE
NATURAL GAS LINETYPE
WASTE LINETYPE
VENT LINETYPE
COLD WATER LINETYPE
HOT WATER LINETYPE
RAIN WATER LEADER LINETYPE
HOT WATER RECIRC LINETYPE
UNDERSLAB SANITARY WASTE LINETYPE
UNDERSLAB VENT LINETYPE
CONNECT TO EXISTING
LIMIT OF DEMOLITION
PUMPED WASTE LINETYPE
STORM OVERFLOW DRAIN LINETYPE
KITCHEN WASTE LINETYPE
PIPING FLOW ARROW
BALL VALVE
CHECK VALVE
PRESSURE REDUCING VALVE
BALANCING VALVE
UNION
PRESSURE GAUGE
TEMPERATURE GAUGE
GAS COCK
WALL HYDRANT/ HOSE BIBB
FS-#
FD-#
FLOOR DRAIN
FLOOR SINK
IWH
#INSTANTANEOUS HOT WATER HEATER
STORM VENT LINETYPE
UNDERSLAB DRAINAGE LINETYPE
BACKWATER CHECK VALVE
PLUMBING FIXTURE SCHEDULE
MARK FIXTURES
SERVICE CONNECTIONS
REMARKS MAKE & MODEL WATER USAGE
S/W V CW HW I.W.GAS
P-1 WATER CLOSET 4"2"1/2"---TANK TYPE 1.28 GPF
P-2 LAVATORY 1-1/2"1-1/2"1/2"1/2"--COUNTERTOP .35 GPM
P-3 KITCHEN SINK 2"2"1/2"1/2"--STAINLESS STEEL UNDERMOUNT .5 GPM
INSTANTANEOUS ELECTRIC HOT WATER HEATER SCHEDULE
TAG NO.BASIS OF DESIGN SERVICE
DATA ELECTRICAL DATA
REMARKS
TYPE INPUT (WATTS)VOLTS PH AMPS
IWH-1 CHRONOMITE LAVATORIES ELECTRIC 4,400 208 1 29 TEMP/ PRESSURE RELIEF VALVE
IWH-2 CHRONOMITE LAVATORIES ELECTRIC 5,100 208 1 29 TEMP/ PRESSURE RELIEF VALVE
INSTANTANEOUS ELECTRIC HOT WATER HEATER DETAIL
NOT TO SCALE
A
N Scale:
Project #:
Date
Drawn by:
Checked by:
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08/15/25
ML/FS
SOH
30
L
e
a
v
i
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t
S
t
r
e
e
t
,
S
a
l
e
m
M
A
No
.
Da
t
e
De
s
c
r
i
p
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i
o
n
P0.1
PL
U
M
B
I
N
G
S
C
H
E
D
U
L
E
S
&
LE
G
E
N
D
NONE
UP
DN
DN
DN
CONFERENCE ROOM
109
POLICE ROOM
108
EXISTING TOILET ROOM
113
EXISTING TOILET ROOM
112
EXISTING CLOSET
111
INTAKE
103
INTAKE
104
MECH. ROOM
110
RECEPTION
101
LOBBY/WAITING ROOM
102
TOILET ROOM
107
STAIRS
105
LULA MACHINE ROOM
106
N Scale:
Project #:
Date
Drawn by:
Checked by:
8/
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:
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24024
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U
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C
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O
O
L
S
08/15/25
ML/FS
SOH
30
L
e
a
v
i
t
t
S
t
r
e
e
t
,
S
a
l
e
m
M
A
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
P1.1
FI
R
S
T
F
L
O
O
R
P
L
U
M
B
I
N
G
P
L
A
N
3/8" = 1'-0"
KITCHEN/WAITING ROOM
202
LAURA
204
NURSE ROOM
203
STAIRS
201
CLOSET
207
CLOSET
211
TEL DATA
205
MEETING ROOM
206
CLOSET
208B
TRANSPORTATION
208
HOUSING
209
TOILET ROOM
210
N Scale:
Project #:
Date
Drawn by:
Checked by:
8/
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L
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P
U
B
L
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S
C
H
O
O
L
S
08/15/25
ML/FS
SOH
30
L
e
a
v
i
t
t
S
t
r
e
e
t
,
S
a
l
e
m
M
A
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
P1.2
SE
C
O
N
D
F
L
O
O
R
P
L
U
M
B
I
N
G
PL
A
N
3/8" = 1'-0"
ɸ
Scale:
Project #:
Date
:Drawn by:
Checked by:
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06/02/25
AJV
JDS
30
L
e
a
v
i
t
t
S
t
r
e
e
t
,
S
a
l
e
m
M
A
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
1/4"=1'-0"
ED.1
De
m
o
F
i
r
s
t
a
n
d
S
e
c
o
n
d
F
l
o
o
r
P
l
a
n
s
-
El
e
c
t
r
i
c
a
l
DEMO FIRST FLOOR PLAN - ELECTRICAL
Scale: 1/4"=1'-0"
DEMO SECOND FLOOR PLAN - ELECTRICAL
Scale: 1/4"=1'-0"
UP
GWB Ceiling
9' - 0" A.F.F.
ACT - 1
8' - 0" A.F.F.
GWB Ceiling
9' - 0" A.F.F.
UP
Scale:
Project #:
Date
:Drawn by:
Checked by:
2424
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JDS
30
L
e
a
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i
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S
t
r
e
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t
,
S
a
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m
M
A
No
.
Da
t
e
De
s
c
r
i
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t
i
o
n
AS SHOWN
E1.1
Fi
r
s
t
F
l
o
o
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P
l
a
n
-
L
i
g
h
t
i
n
g
&
P
o
w
e
r
FIRST FLOOR PLAN - LIGHTING
Scale: 1/4"=1'-0"
FIRST FLOOR PLAN - POWER
Scale: 1/4"=1'-0"
MECHANCIAL ROOM - POWER
Scale: 1/2"=1'-0"
FOYER
CO
P
Y
/
P
R
I
N
T
FOYER
CO
P
Y
/
P
R
I
N
T
Scale:
Project #:
Date
:Drawn by:
Checked by:
2424
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06/02/25
AJV
JDS
30
L
e
a
v
i
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t
S
t
r
e
e
t
,
S
a
l
e
m
M
A
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
1/4"=1'-0"
E2.1
Se
c
o
n
d
F
l
o
o
r
P
l
a
n
-
L
i
g
h
t
i
n
g
&
P
o
w
e
r
SECOND FLOOR PLAN - LIGHTING
Scale: 1/4"=1'-0"
SECOND FLOOR PLAN - POWER
Scale: 1/4"=1'-0"
Scale:
Project #:
Date
:Drawn by:
Checked by:
2424
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06/02/25
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JDS
30
L
e
a
v
i
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S
t
r
e
e
t
,
S
a
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e
m
M
A
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
N.T.S
E3.1
Le
g
e
n
d
,
S
c
h
e
d
u
l
e
s
a
n
d
D
e
t
a
i
l
s
PANELBOARD ENCLOSURE DETAIL
SCALE: N.T.S.
DEVICE LOCATION HEIGHTS
NOT TO SCALE
ISOLATED GROUND BUS DETAIL
N.T.S.
GROUNDING SYSTEM DETAIL
NOT TO SCALE
UP
FOYER
CO
P
Y
/
P
R
I
N
T
Scale:
Project #:
Date
:Drawn by:
Checked by:
2424
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06/02/25
AJV
JDS
30
L
e
a
v
i
t
t
S
t
r
e
e
t
,
S
a
l
e
m
M
A
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
1/4"=1'-0"
FA.1
Fi
r
s
t
a
n
d
S
e
c
o
n
d
F
l
o
o
r
P
l
a
n
s
-
F
i
r
e
A
l
a
r
m
FIRST FLOOR PLAN - FIRE ALARM
Scale: 1/4"=1'-0"
DEVICE LOCATION HEIGHTS
NOT TO SCALE
SECOND FLOOR PLAN - FIRE ALARM
Scale: 1/4"=1'-0"