225 LORING AVENUE - WDDOSalem Historical Commission
98 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970
(978) 619-5685
Waiver of the Demolition Delay Ordinance - WDDO-26-10
Date of Submission:April 25, 2026 Owner at Submission
(from Assessor)
BROWN ERIC C;BROWN
SUSAN
Applicant name:Anthony M Spiridis Owner (from
Applicant)
anthony spiridis
Address of Property: 225 LORING AVENUE
Type of Structure: Garage Year Built (From Assessor)1928
Occupancy (from
Assessor)
Zoning (From Assessor)R1
Building Type (from
Assessor)
Property Use (From
Assessor)
Extent of Demolition: demo one car garage
Reason/justification for demolition: falling apart
Proposal for future construction/development: new garage
4/28/26, 12:27 PM about:blank
about:blank 1/1
Salem Historical Commission
98 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970
(978) 619-5685
WAIVER OF THE DEMOLITION DELAY ORDINANCE
It is hereby certified that the Salem Historical Commission has waived the Demolition Delay Ordinance
for the proposed demolition as described below, as per the requirements set forth in the Historic District's
Act (M.G.L. Ch. 40C) and the Salem Historic Districts Ordinance.
Address of Property: 225 Loring Avenue
Name of Record Owner: Eric and Susan Brown
Description of Demolition Work Proposed:
Demolish garage building older than 50 years.
Per the Demolition Delay Ordinance, the Commission made the following findings:
1) The Commission voted unanimously to find the garage historically significant.
2) The Commission voted unanimously to find the garage not preferably preserved based on the
proposed replacement plans (see image below) that closely replicates the building form, hipped
roof and decorative details, including overhanging eaves with paired brackets and window
configuration, of the original garage and its associated Craftsman style house.
NOTE: A demolition permit must be applied for within 12 months of the issuance of this waiver. If
a demolition permit application is not submitted, this waiver expires and a new application to waive
the demolition delay must be submitted to the Historical Commission.
Dated: July 1, 2026 SALEM HISTORICAL COMMISSION
By:
THIS IS NOT A DEMOLITION OR BUILDING PERMIT. Please be sure to obtain the
appropriate permits from the Inspector of Buildings (or any other necessary permits or approvals)
prior to commencing work.
PROJECT DATA
PROJECT NAME: HISTORIC DETACHED GARAGE RECONSTRUCTION
PROJECT ADDRESS: 225 LORING AVE, SALEM, MA 01970, USA
CONSTRUCTION TYPE: TYPE V-B (WOOD FRAMED CONSTRUCTION)
OCCUPANCY:ACCESSORY PRIVATE GARAGE (GROUP U)
CONSTRUCTION TYPE:TYPE VB CONSTRUCTION
BUILDING USE:DETACHED ACCESSORY GARAGE
NUMBER OF STORIES:1 STORY
BUILDING HEIGHT:PER DRAWINGS
BUILDING AREA:PER DRAWINGS
FOUNDATION TYPE:CONCRETE FOUNDATION SYSTEM
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PROJECT DESCRIPTION;
DEMOLITION OF THE EXISTING DETACHED GARAGE AND CONSTRUCTION OF A NEW DETACHED ACCESSORY GARAGE AT THE EXISTING LOCATION. THE
PROPOSED GARAGE HAS BEEN DESIGNED TO PRESERVE THE HISTORIC ARCHITECTURAL CHARACTER OF THE ORIGINAL STRUCTURE WHILE
PROVIDING A NEW CODE-COMPLIANT BUILDING.
EXISTING DECORATIVE WOOD BRACKETS SHALL BE CAREFULLY SALVAGED FROM THE EXISTING GARAGE AND REINSTALLED ON THE NEW
STRUCTURE. THE PROPOSED DESIGN MAINTAINS THE HISTORIC ROOF FORM, CEDAR SHAKE SIDING, ARCHITECTURAL PROPORTIONS, AND
HISTORICALLY COMPATIBLE WINDOW DETAILING IN ACCORDANCE WITH HISTORICAL COMMISSION REQUIREMENTS.
SCOPE OF WORK:
COMPLETE DEMOLITION AND REMOVAL OF THE EXISTING DETACHED GARAGE.
SALVAGE AND PROTECT EXISTING DECORATIVE WOOD BRACKETS FOR REUSE.
CONSTRUCT NEW REINFORCED CONCRETE FOUNDATION AND SLAB-ON-GRADE.
CONSTRUCT NEW WOOD-FRAMED DETACHED GARAGE.
INSTALL NEW ROOF FRAMING AND ASPHALT ARCHITECTURAL SHINGLES.
INSTALL CEDAR SHAKE SIDING TO MATCH THE HISTORIC APPEARANCE.
REINSTALL SALVAGED DECORATIVE BRACKETS.
INSTALL HISTORICALLY COMPATIBLE WINDOWS AND EXTERIOR DOORS.
INSTALL NEW OVERHEAD GARAGE DOOR.
COMPLETE ALL FLASHING, TRIM, ROOFING, AND EXTERIOR FINISH WORK.
RESTORE ALL DISTURBED SITE AREAS UPON COMPLETION.
APPLICABLE CODES:
780 CMR MASSACHUSETTS STATE BUILDING CODE, 10TH EDITION
780 CMR 51.00 MASSACHUSETTS RESIDENTIAL CODE (BASED ON 2021 IRC)
2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC)
MASSACHUSETTS ENERGY CODE (780 CMR CHAPTER 11R)
527 CMR MASSACHUSETTS ELECTRICAL CODE
248 CMR MASSACHUSETTS PLUMBING CODE
SALEM ZONING ORDINANCE
SALEM HISTORICAL COMMISSION REGULATIONS AND APPROVED CERTIFICATE OF APPROPRIATENESS (IF APPLICABLE)
APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND ORDINANCES HAVING JURISDICTION
HISTORIC PRESERVATION NOTES:
THE EXISTING DETACHED GARAGE SHALL BE COMPLETELY DEMOLISHED PRIOR TO NEW CONSTRUCTION.
EXISTING DECORATIVE WOOD BRACKETS SHALL BE CAREFULLY SALVAGED, STORED, AND REINSTALLED ON THE NEW GARAGE.
THE NEW GARAGE SHALL MAINTAIN THE HISTORIC ARCHITECTURAL CHARACTER OF THE ORIGINAL STRUCTURE AS APPROVED BY THE
HISTORICAL COMMISSION.
THE PROPOSED ROOF FORM, OVERHANGS, AND ARCHITECTURAL PROPORTIONS SHALL BE CONSISTENT WITH THE APPROVED HISTORIC DESIGN.
EXTERIOR WALLS SHALL BE FINISHED WITH CEDAR SHAKE SIDING MATCHING THE HISTORIC APPEARANCE OF THE ORIGINAL GARAGE.
NEW WINDOWS SHALL MATCH THE SIZE, PROPORTION, TRIM PROFILE, AND LITE CONFIGURATION APPROVED BY THE HISTORICAL COMMISSION.
NEW EXTERIOR TRIM, FASCIA, SOFFITS, AND CORNER BOARDS SHALL MATCH THE HISTORIC CHARACTER OF THE ORIGINAL STRUCTURE.
CONTRACTOR SHALL PROTECT ALL SALVAGED HISTORIC MATERIALS DURING DEMOLITION AND CONSTRUCTION.
ANY MODIFICATIONS TO APPROVED HISTORIC FEATURES SHALL REQUIRE REVIEW AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION.
ALL HISTORIC ARCHITECTURAL FEATURES SHALL BE INSTALLED PRIOR TO FINAL INSPECTION.
GENERAL PROJECT NOTES;
CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK.
THE EXISTING GARAGE SHALL BE COMPLETELY DEMOLISHED AND REMOVED FROM THE SITE.
ALL DEMOLITION DEBRIS SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE REGULATIONS.
DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY.
ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS SHALL BE REPORTED TO THE DESIGNER PRIOR TO
PROCEEDING WITH WORK.
ALL WORK SHALL COMPLY WITH THE APPLICABLE MASSACHUSETTS STATE BUILDING CODE AND LOCAL REQUIREMENTS.
ALL MATERIALS SHALL BE NEW UNLESS SPECIFICALLY IDENTIFIED AS SALVAGED FOR REUSE.
ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE-TREATED.
PROVIDE APPROVED FLASHING, WEATHER-RESISTIVE BARRIER, AND MOISTURE PROTECTION AT ALL EXTERIOR OPENINGS.
CONTRACTOR SHALL COORDINATE ALL STRUCTURAL, ARCHITECTURAL, AND ELECTRICAL WORK PRIOR TO CONSTRUCTION.
PROTECT ADJACENT STRUCTURES, UTILITIES, AND SITE IMPROVEMENTS DURING CONSTRUCTION.
RESTORE ALL DISTURBED AREAS TO EXISTING OR BETTER CONDITION UPON PROJECT COMPLETION.
HISTORIC DETACHED GARAGE RENOVATION / RECONSTRUCTION
225 LORING AVE, SALEM, MA 01970, USA
VICINITY MAP
Drawn by:
Drawing No:
PROJECT NO:
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DRAWING INDEX
SHEET
NUMBER SHEET NAME
A000 COVER SHEET
A001 EXISTING GARAGE IMAGES
A101 GARAGE FLOOR AND ROOF PLAN
A201 FRONT AND REAR ELEVATION
A202 LEFT AND RIGHT ELEVATION
A301 SECTION DETAILS
A501 3D VIEWS
E101 ELECTRICAL PLAN
S101 STRUCTURAL PLAN
S102 DETAILS
S103 DETAILS
REV DATE
Drawn by:
Drawing No:
PROJECT NO:
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N8' - 0"8' - 0"
16' - 0"
2'
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3
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3'
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7'
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9
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3'
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4'
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12'0'' 8'0''
3'0" 6'8"
GARAGE
16' - 0"
4'
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3'
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6'
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3'
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4'
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20
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1
A301
1
A301
2
A301
2
A301
19
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4
"
15' - 4"
4" / 12"4" / 12"
22
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18' - 0"
6"
/
1
2
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1' - 0"
1'
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RI
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6"
/
1
2
"
Drawn by:
Drawing No:
PROJECT NO:
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3/8" = 1'-0"1 GARAGE FLOOR PLAN
3/8" = 1'-0"2 GARAGE ROOF PLAN
DOOR SCHEDULE
SR #NAME COUNT WIDTH HEIGHT DESCRIPTION
D1 3'0" 6'8"1 3' - 0"6' - 8"SINGLE SWING DOOR
D2 12'0'' 8'0''1 12' - 0"8' - 0"GARAGE DOOR
Grand total: 2 2
WINDOW SCHEDULE
SR #TYPE COUNT WIDTH HEIGHT DESCRIPTION
W1 3'-0" x 4'-0" DH 3 3' - 0"5' - 0"DOUBLE HUNG WINDOW
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FLOOR PLAN NOTES:
CONSTRUCT NEW DETACHED WOOD-FRAMED GARAGE AS SHOWN ON THE APPROVED DRAWINGS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED.
PROVIDE A 4" CONCRETE SLAB-ON-GRADE OVER COMPACTED GRANULAR BASE.
PROVIDE PRESSURE-TREATED WOOD SILL PLATES OVER CONCRETE FOUNDATION WALLS.
ALL EXTERIOR WALLS SHALL BE WOOD FRAMED AS INDICATED ON THE STRUCTURAL DRAWINGS.
INSTALL DOORS, WINDOWS, AND EXTERIOR OPENINGS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS.
PROVIDE CONTINUOUS WEATHER-RESISTIVE BARRIER BEHIND ALL EXTERIOR CLADDING.
PROVIDE APPROVED FLASHING AT ALL EXTERIOR OPENINGS.
SALVAGED DECORATIVE WOOD BRACKETS SHALL BE INSTALLED AS SHOWN ON THE EXTERIOR ELEVATIONS.
ALL WINDOW AND DOOR LOCATIONS SHALL BE FIELD VERIFIED PRIOR TO INSTALLATION.
FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
GARAGE LEVEL0' - 4"
TOP OF PLATE9' - 4"
4" / 12"
3'
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9'
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PEAK HEIGHT
13' - 2"
4" / 12
"
12'0'' 8'0''
1' - 0"1' - 0"
12
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1
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ASPHALT
ARCHITECTURAL
SHINGLE ROOF
CEDAR SHAKE SIDING
TO MATCH HISTORIC
EXISTING
SALVAGED HISTORIC
WOOD BRACKET TO BE
REINSTALLED
4"
4'' SLAB ON GRADE
12'' HIGH CONC.
WALL
1'
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GRADE LEVEL
0' - 0"
GARAGE LEVEL0' - 4"
TOP OF PLATE9' - 4"
PEAK HEIGHT
13' - 2"
12
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1
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"
1' - 0"1' - 0"
4" / 12
"4" / 12"
CEDAR SHAKE
SIDING TO MATCH
HISTORIC EXISTING
SALVAGED
HISTORIC WOOD
BRACKET TO BE
REINSTALLED
4'' SLAB ON
GRADE
12'' HIGH CONC. WALL
GRADE LEVEL
0' - 0"
9'
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3'
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1
0
"
ASPHALT
ARCHITECTURAL
SHINGLE ROOF
1/2" = 1'-0"1 FRONT ELEVATION
1/2" = 1'-0"2 REAR ELEVATION
Drawn by:
Drawing No:
PROJECT NO:
C
A201
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ELEVATION NOTES:
THE PROPOSED GARAGE IS A NEW STRUCTURE DESIGNED TO
REPLICATE THE HISTORIC CHARACTER OF THE ORIGINAL
GARAGE.
SALVAGED DECORATIVE WOOD BRACKETS SHALL BE
REINSTALLED AT THE LOCATIONS SHOWN.
CEDAR SHAKE SIDING SHALL MATCH THE SIZE, EXPOSURE, AND
APPEARANCE OF THE ORIGINAL GARAGE.
NEW WINDOWS SHALL MATCH THE HISTORIC STYLE,
PROPORTIONS, AND LITE CONFIGURATION APPROVED BY THE
HISTORICAL COMMISSION.
ROOF SLOPES, OVERHANGS, AND EAVE DETAILS SHALL MATCH
THE APPROVED DESIGN.
PROVIDE CONTINUOUS METAL DRIP EDGE AT ALL ROOF EDGES.
PROVIDE FLASHING AT ALL ROOF-TO-WALL AND EXTERIOR
PENETRATIONS.
ALL EXPOSED WOOD TRIM, FASCIA, SOFFITS, AND BRACKETS
SHALL RECEIVE EXTERIOR PAINT OR STAIN.
CONTRACTOR SHALL FIELD VERIFY FINAL LOCATION OF ALL
SALVAGED ARCHITECTURAL FEATURES PRIOR TO INSTALLATION.
FINISHED GRADES SHALL SLOPE AWAY FROM THE FOUNDATION.
GARAGE LEVEL
0' - 4"
TOP OF PLATE9' - 4"
PEAK HEIGHT
13' - 2"
12
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3'
-
1
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9'
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3'-0" x 4'-0" DH 3'-0" x 4'-0" DH1' - 0"1' - 0"
ASPHALT
ARCHITECTURAL
SHINGLE ROOF
CEDAR SHAKE
SIDING TO
MATCH
HISTORIC
EXISTING
SALVAGED
HISTORIC WOOD
BRACKET TO BE
REINSTALLED
4'' SLAB ON
GRADE
12'' HIGH CONC. WALL
0'
-
4
"
1'
-
0
"
GRADE LEVEL
0' - 0"
6" / 12
"
6" /
1
2
"
GARAGE LEVEL0' - 4"
TOP OF PLATE
9' - 4"
PEAK HEIGHT13' - 2"
12
'
-
1
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"
3'
-
1
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"
9'
-
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"
3'-0" x 4'-0" DH3'0" 6'8"1' - 0"1' - 0"
ASPHALT
ARCHITECTURAL
SHINGLE ROOF
CEDAR SHAKE SIDING TO
MATCH HISTORIC EXISTING
4'' SLAB ON
GRADE
12'' HIGH CONC. WALL
GRADE LEVEL0' - 0"
6" / 12
"6" /
1
2
"
Drawn by:
Drawing No:
PROJECT NO:
C
A202
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1/2" = 1'-0"1 LEFT ELEVATION
1/2" = 1'-0"2 RIGHT ELEVATION
GARAGE LEVEL0' - 4"
TOP OF PLATE
9' - 4"
PEAK HEIGHT13' - 2"
GRADE LEVEL0' - 0"
B.O.F
-4' - 0"
12'0'' 8'0''
2X8 COLLAR TIES 16" О.С. LOCATED IN
THE UPPER THIRD OF THE HEIGHT OF
THE ROOF, MEASURED FROM THE SILL
PLATE TO THE RIDGE,
FASCIA BOARD
12" O.H. SOFFIT WITH VENT
WALL CEDAR SHAKE SIDING
1/2" CDX PLYWOOD 2X6
SILL:
1-2X6 P.T., 1-2X6 K.D.
CONT. SILL GASKET 1/2" O.D. ANCHOR
BOLTS AT 4'-0 O.C.
"A" RATED ASPHALT
SHINGLES NO. 15 BUILDING
PAPER 5/8" CDX PLYWOOD
2×10 RA
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RIDGE VENT OVER
2X12 RIDGE BOARD
LOFT
4'
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1'
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9'
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12
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1
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"
TOP OF FOUNDATION WALL
12" ABOVE FINISH GRADE
(TYP.)
16" W × 8" T Reinforced Concrete
(2)-#4 Continuous Bars
8" REINFORCED CONCRETE
VERTICAL REINFORCEMENT #4 @ 48" O.C.
HORIZONTAL REINFORCEMENT
(1)-#4 TOP & (1)-#4 BOTTOM CONTINUOUS
4" CONCRETE SLAB OVER 6
MIL VAPOR BARRIER OVER
4" COMPACTED GRANULAR
FILL
4" COMPACTED
GRANULAR BASE
GARAGE LEVEL0' - 4"
TOP OF PLATE9' - 4"
PEAK HEIGHT13' - 2"
GRADE LEVEL0' - 0"
B.O.F-4' - 0"
3'
-
1
0
"
9'
-
0
"
4"
4'
-
0
"
3'-0" x 4'-0" DH 3'0" 6'8"
LOFT
1' - 4"
8"
2×10 R
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O
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C
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FASCIA BOARD
12" O.H. SOFFIT WITH VENT
SILL:
1-2X6 P.T., 1-2X6 K.D.
CONT. SILL GASKET 1/2" O.D. ANCHOR
BOLTS AT 4'-0 O.C.
"A" RATED ASPHALT
SHINGLES NO. 15 BUILDING
PAPER 5/8" CDX PLYWOOD
RIDGE VENT OVER
2X12 RIDGE BOARD
WALL CEDAR SHAKE SIDING
1/2" CDX PLYWOOD 2X6
1'
-
0
"
4" CONCRETE SLAB OVER 6
MIL VAPOR BARRIER OVER
4" COMPACTED GRANULAR
FILL
4" COMPACTED
GRANULAR BASE
BACKFILL 16" W × 8" T Reinforced Concrete
(2)-#4 Continuous Bars
8" Reinforced Concrete
Vertical Reinforcement #4 @ 48" O.C.
Horizontal Reinforcement (1)-#4 Top & (1)-#
4 Bottom Continuous
Drawn by:
Drawing No:
PROJECT NO:
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1/2" = 1'-0"1 SECTION 1
1/2" = 1'-0"2 SECTION 2
Drawn by:
Drawing No:
PROJECT NO:
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ELECTRICAL LAYOUT ELECTRICAL LAYOUT
LEGENDLEGENDRECESSED LIGHT FIXTURE
4' LED STRIP LIGHT
WALL MOUNT
SINGLE POLE SWITCH
R
4
S
GFI RECEPTACLEGFI
DUPLEX RECEPTACLE
WATERPROOF RECEPTACLEWP
3/8" = 1'-0"1 PROPOSED GARAGE ELECTRICAL PLAN
ELECTRICAL PLAN NOTES
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•
•
•
•
•
•
•
•
•
•
ALL ELECTRICAL WORK SHALL COMPLY WITH 527 CMR AND NFPA 70.
ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL
CONTRACTOR.
PROVIDE GFCI PROTECTION FOR ALL REQUIRED RECEPTACLES.
ALL WIRING SHALL BE CONCEALED WITHIN WALLS AND CEILINGS UNLESS
OTHERWISE NOTED.
PROVIDE WEATHERPROOF COVER PLATES AT EXTERIOR RECEPTACLES.
VERIFY ELECTRICAL SERVICE CAPACITY PRIOR TO INSTALLATION.
LIGHTING FIXTURES SHALL BE INSTALLED PER MANUFACTURER
REQUIREMENTS.
ALL ELECTRICAL EQUIPMENT SHALL BE LISTED AND LABELED.
COORDINATE ELECTRICAL ROUGH-IN WITH FRAMING CONSTRUCTION.
FINAL ELECTRICAL INSTALLATION SHALL BE SUBJECT TO INSPECTION.
4" CONCRETE SLAB W/ 6×6
W2.9×W2.9 WWF OVER 4"
COMPACTED CRUSHED STONE
BASE
8" REINFORCED CONCRETE
FOUNDATION WALL
12" TYP. ABOVE FINISHED GRADE
SL
O
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SL
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1
/
8
'
'
P
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1
'
0' - 8"
14
'
-
8
"
3'
-
2
"
2'
-
2
"
16' - 0"
20
'
-
0
"
2' - 0"12' - 0"2' - 0"
16" × 8" CONTINUOUS REINFORCED
CONCRETE FOOTING W/ (2)-#4 CONT.
BOTTOM OF FOOTING @ 4'-0" MIN.
BELOW FINISHED GRADE
CEDAR SHAKE SIDING
3/8" = 1'-0"S101
1 FOUNDATION PLAN
1/4" = 1'-0"5 AEVE DETAIL
Drawn by:
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PROJECT NO:
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•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
FOUNDATION NOTES:
EXISTING GARAGE AND FOUNDATION SHALL BE COMPLETELY DEMOLISHED AND REMOVED PRIOR TO NEW CONSTRUCTION UNLESS
OTHERWISE APPROVED BY THE BUILDING OFFICIAL.
ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOIL OR APPROVED COMPACTED STRUCTURAL FILL WITH A MINIMUM ALLOWABLE
SOIL BEARING CAPACITY OF 2,000 PSF.
PROVIDE CONTINUOUS REINFORCED CONCRETE FOOTINGS, 16" WIDE × 8" THICK, WITH THE BOTTOM OF FOOTING A MINIMUM OF 48" BELOW
FINISHED GRADE.
FOOTINGS SHALL BE REINFORCED WITH (2)-#4 CONTINUOUS DEFORMED REINFORCING BARS, PROVIDING A MINIMUM OF 3" CONCRETE
COVER AGAINST EARTH.
PROVIDE 8" THICK REINFORCED CONCRETE FOUNDATION WALLS WITH A MINIMUM OF 12" EXPOSED ABOVE FINISHED GRADE.
FOUNDATION WALLS SHALL BE REINFORCED WITH #4 VERTICAL BARS @ 48" O.C. AND (1)-#4 CONTINUOUS HORIZONTAL BAR NEAR THE TOP
AND (1)-#4 CONTINUOUS HORIZONTAL BAR NEAR THE BOTTOM OF THE WALL.
PROVIDE 3,500 PSI NORMAL WEIGHT CONCRETE FOR ALL FOOTINGS, FOUNDATION WALLS, AND SLABS.
INSTALL 1/2" DIAMETER ANCHOR BOLTS EMBEDDED A MINIMUM OF 7" INTO CONCRETE, SPACED AT A MAXIMUM OF 6'-0" O.C., AND LOCATED
WITHIN 12" OF THE END OF EACH SILL PLATE.
ALL SILL PLATES SHALL BE PRESSURE-TREATED LUMBER INSTALLED OVER A CONTINUOUS SILL SEAL GASKET.
PROVIDE A 4" CONCRETE SLAB-ON-GRADE OVER A MINIMUM 6" COMPACTED CRUSHED STONE BASE.
REINFORCE THE CONCRETE SLAB WITH 6×6 W2.9×W2.9 WELDED WIRE FABRIC, PLACED AT MID-DEPTH OF THE SLAB.
PROVIDE POSITIVE SURFACE DRAINAGE AWAY FROM THE FOUNDATION AND MAINTAIN A MINIMUM SLOPE OF 5% FOR THE FIRST 10 FEET,
WHERE SITE CONDITIONS PERMIT.
CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND FOUNDATION ELEVATIONS PRIOR TO COMMENCEMENT OF CONCRETE WORK.
ALL CONCRETE WORK SHALL CONFORM TO ACI 318, ACI 332, AND THE APPLICABLE REQUIREMENTS OF THE 2021 IRC / 780 CMR 51.00
MASSACHUSETTS RESIDENTIAL CODE..
•
•
•
•
•
•
•
•
•
•
•
•
•
•
ROOF FRAMING NOTES:
ROOF FRAMING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED STRUCTURAL DRAWINGS.
ALL FRAMING LUMBER SHALL BE SPF NO.2 OR BETTER.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.
PROVIDE DOUBLE TOP PLATES AND CONTINUOUS LOAD PATH TO FOUNDATION.
RAFTERS SHALL BE INSTALLED AT SPACING INDICATED ON PLAN.
PROVIDE CONTINUOUS RIDGE BOARD OF DEPTH NOT LESS THAN THE CUT DEPTH OF RAFTERS.
PROVIDE HURRICANE TIES AT EACH RAFTER-TO-WALL CONNECTION.
PROVIDE SOLID BLOCKING WHERE REQUIRED.
PROVIDE APA RATED ROOF SHEATHING FASTENED PER CODE.
INSTALL SELF-ADHERED ICE BARRIER ALONG EAVES EXTENDING A MINIMUM OF 24" INSIDE THE EXTERIOR
WALL LINE.
PROVIDE SYNTHETIC ROOF UNDERLAYMENT OVER ROOF SHEATHING.
INSTALL ARCHITECTURAL ASPHALT SHINGLES IN ACCORDANCE WITH THE MANUFACTURER'S
REQUIREMENTS.
PROVIDE CONTINUOUS RIDGE VENT AND SOFFIT VENTILATION WHERE APPLICABLE.
ALL FRAMING CONNECTORS SHALL BE GALVANIZED.
1/4" = 1'-0"2 RIDGE BEAM DETAIL
H
BW
1" FOR 2x'S 11/16"
FOR 3x'S AND
4x'S
W
H
B
W
H
A
LSSR
H
RIDGE
BEAM
DEPTH
2"
MAX.
MATCH
ROOF
PITCH
(49° MAX)
H
BW
L/3 MAX.
ds
STUD
2D MIN.D/3
MAXD
JO
I
S
T
/
B
E
A
M
EQEQ
ds
MI
N
.
D/3
MAX
L/3 MIN.D MIN.
D/
3
MA
X
2-
1/8"
MI
N
.
48" MIN. SPLICE
2"
2"
2"
2"
1'-0"
2'-0"
1'-0"2"
2"
2"
2"
6"
TY
P
1"11/2"
6"
TY
P
31/2"
4"
8"
TY
P
13/4"13/4"
21/2"
6"
TY
P
1"
31/2"
8"
TY
P
11/2"
4"
8"
TY
P
11/2" FOR 2x6
2" FOR GREATER
D/
3
MA
X
.
2-
1/8"
MI
N
.
3"3"
41/2" MAX
EQAUL EQAULEQAULEQAUL
4
5
87
21 3
6
N.T.S.
N.T.S.
N.T.S.N.T.S.
N.T.S.N.T.S.
TYPICAL DETAIL @ BEAM TO POST
CONNECTION
TYPICAL DETAIL @
PERMITTED
HOLES AND NOTCHES
JOIST HANGER SCHEDULE
SIMPSON CCTQ
COLUMN CAP OR
SIMILAR SEE PLAN
FOR SIZE
1/4"x2 1/2"
STRONG-DRIVE SDS
HEACHVY-DUTY
CONNECTOR SCREWS
LVL, PSL OR
GLB SEE PLAN
FOR SIZE
SIM. ATTACH POST ABOVE
TO BEAM BELOW BY
INVERTING CONNECTOR
SIMPSON CCQ
COLUMN CAP OR
SIMILAR SEE PLAN
FOR SIZE
1/4"x2 1/2" STRONG-DRIVE
SDS HEACHVY-DUTY
CONNECTOR SCREWS
LVL, PSL OR
GLB SEE PLAN
FOR SIZE
SIMPSON ECCLQ
COLUMN CAP OR
SIMILAR SEE PLAN
FOR SIZE
1/4"x2 1/2" STRONG-DRIVE
SDS HEACHVY-DUTY
CONNECTOR SCREWS
SIMPSON ECCQ
COLUMN CAP OR
SIMILAR SEE PLAN
FOR SIZE
1/4"x2 1/2"
STRONG-DRIVE SDS
HEACHVY-DUTY
CONNECTOR SCREWS
LVL, PSL OR
GLB SEE PLAN
FOR SIZE
LVL, PSL OR
GLB SEE PLAN
FOR SIZE
ds/4 MAX
STUD
BEAM/JOIST
NOTE:
1.L = CLEAR SPAN OF JOIST/BEAM.
2.NO NOTCHING PERMITTED IN STUDS.
3.NO HOLES OR NOTCHES PERMITTED IN BEAMS WHICH ARE LESS THAN 6"
DEEP.
4. NO NOTCHES IN GLU-LAMS WITHOUT PRIOR APPROVAL FROM ENGINEER.
5. FOR LVL AND I-JST REFER TO MANUFACTURERS REQUIREMENTS.
N.T.S.
TYPICAL DETAIL @ WALL PLATE SPLICE
TYPICAL DETAIL
@ BEAM MULTI-PLY CONNECTION
SECTION A-A
(2) ROWS 1/2"∅ THRUBOLT AT 24" oc ONE
EA EDGE,
STAGGERED (OR
SDW22600)
QUADRUPLE 2x
DOUBLE
I-JST
TRIPLE 2xDOUBLE 2x
3"x.131" NAIL AT 24" oc
EA EDGE, STAGGERED
TYP, (OR SDW22438
SCREWS) (3) 3"x.131"
NAIL AT ENDS (2)3/4"
WOOD PANELS OR 2x
FILLER BLK
(2)3/4" WOOD
PANELS OR 2x
FILLER BLK
10d WEB FILL
NAILING AT 12"
O.C. EA FACE
TOP AND BOTT
3"x.131" NAIL AT 24"
O.C. EA EDGE,
STAGGERED TYP, (3)
3"x.131" NAIL AT ENDS
WOOD BEAM NOTES:
1. BUILT-UP LVL BEAMS SHALL BE
CONNECTION PER MANUFACTURER'S
GUIDELINES.
A
A
(2) 2x4
STUDS
10d
NAILS
30d NAILS OR
SDW22438
SCREWS
(3) 2x4
STUDS
(4) 2x4 OR MORE
STUDS
1/2"∅ BOLTS W/
WASHERS OR
SDW22600 SCREWS (4
PLY ONLY)
(2) 2x6 OR GREATER
STUDS
10d
NAILS
30d NAILS OR
SDW22438
SCREWS
(3) 2x6 OR GREATER
STUDS
1/2"∅ BOLTS W/
WASHERS OR
SDW22600 SCREWS (4
PLY ONLY)
(4) 2x6 OR GREATER
OR MORE STUDS
= NAIL NEAR
SIDE
= NAIL FAR SIDE
THIS DTL DOES NOT APPLY TO MULTIPLE
STUDS IN SHEATHED WALL.
AT MULTIPLE STUDS IN WALLS PROVIDE-
(1) ROW 16d NAILS AT 8" O.C. IN 2x4 STUD WALL.
OR (2) ROWS 16d NAILS AT 8" O.C. IN 2x6 STUD WALL
OR IN 2x8 STUD WALL.
TYPICAL DETAIL @ COLUMN MULTI-PLY CONNECTIONS
N.T.S.
TYPICAL JOIST HANGER SCHEDULE
NOTE:
1.USE SIMPSON 'ZMAX' FOR P.T. MEMBERS TYP.
2.USE SPECIFIED HANGERS TYP. FOR MIN. DESIGN REQUIREMENT UNO., SIZE MAY VARY AS PER
DESIGN REQUIREMENT.
3.FOR TOP FLANGE HANGERS SEE PLANS, IF USED.
SIZE SPECIFIED SIMPSON FACEMOUNT HANGERS
FLANGE HANGER CONCEALED HANGER SLOPED HANGER
2x4
2x6
2x8
2x10
2x12
LUS24 & FOR DBL LUS24-2
LUS26 & FOR DBL LUS26-2
LUS28 & FOR DBL LUS28-2
LUS210 & FOR DBL LUS210-2
LUS210 & FOR DBL LUS210-2
HUC24 & FOR DBL HUC24-2
LUC26 & FOR DBL HUC26-2
LUC28 & FOR DBL HUC28-2
LUC210 & FOR DBL HUC210-2
LUC210 & FOR DBL HUC212-2
-
U/LRU26Z FOR DBL U26-2
U/LRU28Z FOR DBL U26-2
U/LRU210Z FOR DBL LSSR210-2Z
U/LRU212Z FOR DBL LSSR210-2Z
LUC LUS
LRUZ
LSSR
TYPICAL DETAIL @ STUD WALL
INTERSECTION
NOTES-
1.ATTACH ALL EXTERIOR AND INTERIOR SHEATHING TO STUDS.
2.NAIL ALL BUILT-UP STUDS WITH
3"x0.131" NAILS AT 12" O.C.
OUTSIDE CORNER INTERSECTION
INSIDE CORNER
JOIST
SIZE
MAX
HOLE
MAX NOTCH
DEPTH
MAX END
DEPTH
2x4 NA
1 1/2"
2 3/8"
3"
3 3/4"
NA
7/8"
1 1/4"
1 1/2"
1 7/8"
NA
1 3/8"
1 7/8"
2 3/8"
2 7/8"
2x6
2x8
2x10
2x12
(2) ROWS 8-16d NAILS
AT 2-½" O.C. EACH SIDE
OF SPLICE
TYPICAL WALL PLATE SPLICE
PLUMBING
WHERE OCCURS
ELEVATION
PLAN
"CTS218" EA. SIDE OR
(2)- "CTS18" FOR
ONE-SIDED
APPLICATION
TYPICAL PLATE SPLICE AT
PLUMBING
POST PER PLAN
ECCQ COLUMN CAP W/
POST STRAPS ROTATED 90°
STRAP PER PLAN
(OPTIONAL
LOCATION)
BEAM PER
PLAN
STRAP PER PLAN 2x BLKG
JOIST
PER PLAN
SHEATHING PER PLAN
STUDS PER PLAN
AND PROJECT
NOTES
(2)-STUDS OR POST
PER PLAN
SIMPSON ACE UNO
BEAM/JOIST/TRUSS OR TOP PLATES
STRAP PER
PLAN
MST48 (U.N.O.)
2x STUDS
AT 16" O.C.
OPTIONAL
STRAP
LOCATION
KING
POST
DBL TOP
PLATES
NOTE:
BEAM CAN BE FLUSH WITH OR ABOVE DBL
MIN. END DIST. FOR HORIZ./VERT. STRAPS, TYP.
NOTE:
FOR CMSTC16, CMSTC14 & CMST12USE DBL JOIST/RAFTER W/
B.N.
CS16/CS14
CMSTC16
CMST14
CMST12
1"-6"
2"-0"
2-6"
3"-0"
TYPICAL DETAIL @ DRAG
CONNECTION
SIZE-GRADE
TJI - JOIST HANGER SCHEDULE
FACE MOUNT
14" TJI-230
14" TJI-360
14" TJI-560
IUS2.37/11.88,
IUS2.37/14
IUS2.37/14
IUS3.56/14
TOP MOUNT
ITS2.37/14,
MIT3514
ITS2.37/14,
MIT3514
ITS3.56/14,
MIT414
NOTE:
1. ALL CONNECTORS ARE DESIGNED AS PER MIN DESIGN CRITERIA USED DL=20PSF, LL= 40 PSF. EOR TO
VERIFY AND TO DESIGN THE HANGER, IF LOADS EXCEEDS.
2. HANGERS ARE GIVEN AS PER THEIR MAX SIZE AND DESIGNED FOR 20'-0" MAX SPAN, EOR TO VERIFY
AND DESIGN, IF SPAN EXCEEDS.
9-1/2" TJI-110
9-1/2" TJI-210
9-1/2" TJI-230
11-7/8" TJI-110
11-7/8" TJI-210
IUS1.81/9.5
IUS2.06/9.5
IUS2.37/9.5
IUS1.81/9.5,
IUS1.81/11.88
IUS2.06/11.88
IUS2.37/9.5,
IUS2.37/11.88
14" TJI-110
14" TJI-210
11-7/8" TJI-230
11-7/8" TJI-360
11-7/8" TJI-560
IUS2.37/11.88
IUS3.56/11.88
IUS1.81/11.88,
IUS1.81/14
IUS2.06/14
ITS1.81/9.5
ITS2.06/9.5
ITS2.37/9.5
ITS1.81/9.5,
ITS1.81/11.88
ITS2.06/11.88
ITS2.37/9.5,
ITS2.37/11.88
ITS2.37/11.88
ITS3.56/11.88
ITS1.81/14,
MIT1.81/14
ITS2.06/14
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FIN. SLAB ELEV.
HEADER DETAIL
(2) S-12 METAL
STRAP EA. SIDE OF
WALL EA. END-MIN.
2x STUDS
@ 16" O.C.
TYPICAL HEADER (REFER
TO PLANS FOR SIZE)
(2) STUDS & (2) JACK STUDS @
EA. SIDE OF HEADER
(1) S-12 TIES @ EA. COLUMN
4" CONC. SLAB
Scale: 1/2" = 1'-0"
BEARING/SHEAR WALL SECTION
1/2" DRYWALL OVER
1x4 FURRING @ 16" O.C.
1/2" DRYWALL W/ LT.
TEXTURED FINISH
OVER 1/2 CDX
PLYWOOD (GLUE & NAIL
EA SIDE)
(2) 2x6 TOP PLATE
NAIL 16d @ 6" o.c.,
MIN. LAP 4'-0"
LUMBER
SPECIES-DOUGLAS
FIR W.C. HEMLOCK
2x6 BLOCKING
@ MID HT.
2x6 P.T BASE
PLATE, POWER
NAILED TO SLAB
@ 12"O.C. & 1/2"
DIA.x6"LONG
WEDGE ANCORS
@ 32"O.C.
WOOD BASE TRIM
(EA. SIDE OF WALL)
REFER TO FOUNDATION PLAN
FOR SIZE OF BELL FOOTER
2x6 STUDS @ 16" O.C.
SPRAY FOAM
INSULATION
FLOOR
TYPICAL INTERIOR PARTITION SECTION
Scale: NTS
2x TOP PLATE
LUMBER
SPECIES-DOUGLAS
FIR W.C. HEMLOCK
2x BLOCKING
@ MID HT.
2x P.T BASE
PLATE, POWER
NAILED TO
SLAB @ 12"O.C.
1/2" DRYWALL OVER
1x4 FURRING @ 16" O.C.
1/2" DRYWALL W/ LT.
TEXTURED FINISH
WOOD BASE TRIM
(EA. SIDE OF WALL)
2X STUDS @ 16" O.C.
SPRAY FOAM
INSULATION
Scale: 1/2" = 1'-0"
ROUGH OPENING PREPARATION DETAIL
STEP 1
CUT MOISTURE
BARRIER ALONG
DASHED LINES AND
FOLD SIDES INSIDE
OF OPENING. CUT
TWO 45° SLITS 11.5"
LONG
STEP 2
TAPE UPPER FLAP BACK
TEMPORARILY. INSTALL
BARRIER MEMBRANE
ALONG SILL OF ROUGH
OPENING AND LAP UP
THE JAMBS TO BE
MINIMUM 6". APPLY
SEALANT TO EDGE OF
JAMBS AND HEAD OF
OPENING FOR WINDOW
TO SIT IN.
STEP 4
FLIP DOWN UPPER
FLAP. TAPE SEAMS AS
SHOW AT HEAD OF
WINDOW. ADD
SEALANT ON INSIDE
OF OPENING.
STEP 3
INSTALL WINDOW PER
MANUFACTURER. ADD
MOISTURE BARRIER TO
EA. SIDE OF WINDOW 1"
ABOVE WINDOW HEAD
FLANGE AND BELOW
BOTTOM EDGE OF SILL
FLASHING. ADD
MOISTURE BARRIER
ABOVE WINDOW TO
EXTEND BEYOND JAMB
FLASHING.GENERAL NOTES:
•FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS OR FLASHING
MANUFACTURER'S INSTRUCTIONS TO BE USED IF AVAILABLE. IF NONE ARE AVAILABLE THEN FLASHING MUST
COMPLY WITH FMA/AAMA 100, 200, 250, 300 OR AS NOTED ABOVE.
•PREPARE OPENINGS PRIOR TO INSTALLATION OF WINDOW OR MECHANICAL EQUIPMENT. COORDINATE
INSTALLATION WITH ASSOCIATED SUBTRADES.
•PROVIDE MOISTURE BARRIER AND OTHER ASSOCIATED TRIM & ACCESSORIES.
•PROVIDE FLASHING AT SILL TO DRAIN WATER TO THE EXTERIOR.
PER SCHEDULE
SIMPSON HANGER
BLOCKING WHERE
(PROVIDE FILLER
REQUIRED)NOTE:
PROVIDE EDGE NAILING TO
ALL EDGES OF OPENING.
TYPICAL FLOOR/ROOF OPENING DETAIL
DOUBLE JOIST OR RAFTER
EACH SIDE OF OPENING
SEE PLAN
BEAM OR GIRDER
8'-0" MAX.
JOIST OR RAFTER
SEE PLAN
OPENING
4'
-
0
"
M
A
X
.
NEW ROOF RAFTER
2X BLK'G. @ 24" O.C.
ROOF SHEATHING
NEW 2X BLK'G W/(2)16d
NAILS @ 16" O.C. TO STUDS
WALL & DBL TOP PLATE
STUD WALL
FULL HEIGHT
SEE PLAN #
NEW ROOF PARALLEL TO WALL
SHEARWALLWHERE OCCURS
12" MAX 1
SHEARWALL SHEATHING SEEPLAN AND SCHEDULE
2" MAX
SILL PLATE ANCHORAGEPER SHEARWALL SCHEDULE
E.Q. E.Q.
2x4 SHEAR WALLS AND
ALL DOUBLE SIDED SHEAR WALLS
WOOD SHEARWALL SILL PLATE ANCHORAGE
PLATE WASHER
3 GA x 3 x 3- .229" MIN THICKNESS
CONCRETE SLAB ORPRECAST PLANK
SHEATHING
ABOVE
NOTE:
1. SEE SHEET S0.0 EOR PLYWOOD THICKNESS, NAILING AND ADDITIONAL NOTES.
2. PANELS SHALL NOT BE LESS THAN 4 FT. X 8 ET. EXCEPT AT BOUNDARIES AND
CHANGES IN FRAMING WHERE MINIMUM PANEL DIMENSIONS SHALL BE 24" UNLESS
ALL EDGES OF THE UNDERSIZED PANELS ARE SUPPORTED BY FRAMING MEMBERS
OR BLOCKING.
3. LONG DIMENSION OF PLYWOOD SHALL RUN ACROSS (PERPENDICULAR TO) JOISTS
OR RAFTERS.
4. NAILS SHALL NOT BE DRIVEN THROUGH OUTER PLY.
5. BLOCKED SHT'G. (WHERE INDICATED) REQUIRES ALL PANELS EDGES TO RECEIVE
EDGE NAILING.
6. WHERE JOISTS OR RAFTERS LAP SPLICE OCCURS AND PLYWOOD JOINT IS
CONTINUOUS.ROOF/FLOOR DIAPHRAGM LAYOUT
FRAMING
MEMBERS
BELOW
EDGE NAILING
AT ALL BLOCKED
EDGES
BLOKED
SHT'G.
BLK'G. AT
DIAPHRAGM
EDGES
UNBLOKED
SHT'G.
FIELD
NAILING
NO EDGE
NAILING AT
UNBLOCKED
EDGES
FIELD
NAILING
EDGE
NAILING
EDGE
NAILING
HDR. 6" DEEP & LESS PROVIDE
(2) 16d, TRIM. TO HDR., ADD (1)
16d FOR EA. ADD'L 2" OF DEPTH
USE LTP4 EA. SIDE WHEN
GREATER THAN 2x KING
POST
TYPICAL WALL FRAMING
1. SHEAR WALL EDGE NAILING TO HAVE MIN. EDGE DISTANCE OF 3/8".
2. WHEN SHEATHING IS NAILED TO TRIMMER, TRIMMER AND KING STUD TO BE STITCH NAILED TOGETHER WITH 16D'S, SPACING TO MATCH EDGE NAILING
OF SHEAR WALL.
3. SHEAR WALL PENETRATIONS ARE TO BE IN CONFORMANCE WITH THE DETAIL BELOW. LIMIT ONE PENETRATION GREATER THAN 5" SQUARE PER STUD
BAY. CUTS TO BE MINIMUM 16" FROM EDGE OF SHEAR WALL, ALL DIRECTIONS.
4. CONTACT ENGINEER OF RECORD FOR HOLES LARGER THAN 16" SQUARE.
5. TOTAL LENGTH OF OPENINGS SHALL NOT EXCEED 20% OF THE TOTAL WALL LENGTH.
HOLES TO BE
MIN. 6" FROM
PLATES, TYP.
FOR HOLES UP TO 16" SQ.,
PROVIDE BLKG. AND E.N.,
HOLES LESS THAN 5" SQ.
DO NOT REQUIRE BLKG. OR
E.N.
SHEAR WALL PENETRATIONS
EDGE
NAILING PER
PLAN, TYP.
1/8"3/8"3/8"
SHEATHING
PER PLAN
2x KING STUD AT NO
HOLDOWN CONDITION
OR POST PER PLAN AT
HOLDOWN CONDITION.
PER TABLE ABV.
HEADER PER PLAN
2x TRIM. U.N.O.
STITCH NAIL w/ 16d AT 6" o/c
AT SHEAR WALLS, 16d AT 12"
o/c AT NON-SHEAR WALLS
E.N. PER
SHEAR WALL
SCHEDULE
HOLDOWN AS
OCCURS
HOLDOWN AS
OCCURS, TYP.
UPPER TOP
PLATE
3/8" TYP.
MIN. 1/8"
STAGGER AT
2" E.N.
FRAMING PLATE E.N. INTO UPPER TOP PLATE
FIELD NAILING
2x4 STUDS AT
16"O.C. TYP.,
U.N.O.
SHEAR PANEL w/
E.N. PER PLAN,
MIN. WIDTH OF
PANEL = 16"
2x STUD TYP. MIN
3x POST AT SHEAR
WALL TYPES 1, 2 &
3.
PRESSURE TREATED
SILL PLATE w/ A.B.'s PER
SHEAR WALL
SCHEDULE
FRAMING MEMBER PER
SHEAR WALL SCHEDULE
SHEAR WALL NAILING
6"
M
I
N
.
STUDS WALL
2x8 LEDGER
w/ (2) 16d'S NAIL @ 16"
OC INTO STUDS
NEW CEILING JOIST
PER PLAN.
2x8 LEDGER
w/ (2) 16d'S NAIL @ 16"
OC INTO STUDS
NEW CEILING JOIST
PER PLAN.
1/2" DRYWALL AT
BOTTOM OF
CEILING JOISTS
CEILING JOIST PARALLEL TO WALL
SIMPSON HANGER JOIST.
CEILING JOIST PERPENDICULAR TO WALL
CEILING JOIST TO WALL DETAIL
NOTE:
SEE CBC, TABLE 25Q, ORFOR BALANCE OF NAILING,
DETAILS
OPENING WIDERSIMPSON A34 AT
THAN 8'-0"
OF ADDITIONAL(2)16d FOR EA. 2"(2)16d MIN. (ADD
HEADER DEPTH)
OPENING WIDER THAN
(2)2x THRU STUDS AT(1)2x THRU STUD (USE
TOP AND BOTTOM
6'-0") W/ SIMPSON A34
POST AT HOLDOWNSDOUBLE STUDS OR
SEE PLAN
2x STUDS @ 16"o.c.
U.N.O.
SILL AT OPENING WIDER
WHERE OCCURS (2)2x
2x WINDOW SILL
THAN 4'-0")
SILL ~P
WIDER THAN 6'-0")TRIMMER AT OPENING2x TRIMMER (2)2x
16d @ 12"o.c.
STAGGER
(2)10d TOENAILS OPENINGWIDTH
8'-0"
6'-0"
4'-0"
MAX.
10'-0"
12'-0"
(2)2x TOP ~PS
UP PER SCHEDULE
HEADER (SOLID, BUILT-
U.N.O. ON PLANS)
AND @ 8'-0"o.c.STOPS AT CEILINGPROVIDE 2x FIRE
NOTE:
VERTICAL
SOLID
EA. SIDE STAGGER
w/ 16d @ 12"o.c.
CONT. PLYWD. SHIM2x EA. SIDE AND
STUD WIDTHWIDTH SAME AS
BUILT-UP
TO 6'-0" ONLY)
(AT OPENINGS UP
HEADER SCHEDULE
MIN. NOMINAL HEADER ''D''
NON-BEARING
8"
6"
4"
10"
12"
10"
6"
8"
12"
14"
TYPICAL STUD WALL FRAMING AT OPENING DETAIL
BEARING
''
D
'
'
DE
P
T
H
HD
R
Finsh Floor
Elevation
0'-0"
Pl. Ht.Varies
Finsh Floor
Elevation
0'-0"
Pl. Ht.Varies
Drawn by:
Drawing No:
PROJECT NO:
C
S103
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