HomeMy WebLinkAbout168 South St planSYMBOLS LEGEND
®
NEW 2x6/ 2x4 WALL PARTITION
35
1350 HEAT
DETECTOR
®
LOAD BEARING WALL PARTITION
L
FL
FAN/ LIGHT
E:=
EXISTING TO REMAIN
ROOM
ROOM NAME
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WALL TO BE REMOVED
5'-0" x 5'-0"
AND SIZE
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DOOR TAG (SEE SCHEDULE)
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DIMENSION
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WINDOW TAG (SEE SCHEDULE)
xXo
SECTION TAG
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PHOTOSENSITIVE SMOKE DETECTOR
0
COMBINATION CARBON MONOXIDE
xXo
ELEVATION TAG
AND SMOKE DETECTOR
NEW CONSTRUCTION
RU HAN
YARM O UTHY
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01 5 1 RC AND '760 CMR 51.00 9TH EDI
TION RESIDENTIAL BUILDING CODE EXCERPTS
2
R31 1.7.2: HEADROOM R31 4: CARBON MONOXIDE ALARMS
'303: LIGHT, VENTILATION, AND HEATING
R303.1 : HABITABLE ROOMS
All habitable rooms shall have an aggregate glazing area of not less than 81/1c percent of the floor area of such
rooms. Natural ventilation shall be through windows, doors, louvers or other approved openings to the outdoor
air. Such openings shall be provided with ready access or shall otherwise be readily controllable by the building
occupants. the minimum openable area to the outdoors shall be 4% of the floor area being ventilated.
EXCEPTIONS:
1 . The glazed areas need not be openable where the opening is not required by section R310 and an approved
mechanical ventilation system.
2. The glazed areas need not be installed in rooms where exception 1 above is satisfied and artificial light is
provided capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a
height of 30 inches above the floor level.
3. Use of sunroom additions and patio covers, as defined in section R202, shall be permitted for natura
ventilation if in excess of 40% of the ext. sunroom walls are open, or are enclosed only by insect screening.
R303.3: BATHROOMS: AMENDED PER 780 CMR 51 .00: 9TH ED
Mechanical ventilation in accordance with section M1507 is required for all bathrooms with a shower or bathtub
and rooms with a toilet.
231 0: EMERGENCY ESCAPE AND RESCUE OPENINGS
R31 0.1 : EMERGENCY ESCAPE AND RESCUE REQUIRED
Basements, habitable attics and every sleeping room shall have at least one operable emergency escape and
rescue opening.Where basements contain one or more sleeping rooms, emergency egress and rescue
openings shall be required in each sleeping room. Emergency escape and rescue openings shall open directly
into a public way, or to a yard/court that opens to a public way.
EXCEPTION:
1 . Storm Shelters and Basements used only to house mechanical equipment and not exceeding total floor
area of 200ft2
R310.2.1 : MIN. OPENING AREA: AMENDED PER 780 CMR 51 .00: 9TH ED
All emergency escape and rescue openings shall have a minimum net clear opening of 5.7ft2. The net clear
opening dimensions required by this section shall be obtained by the normal operation of the emergency escape
and rescue opening from the inside. The net clear height opening shall be not less than 24" and the net clear
width shall be not less than 20"
EXCEPTIONS: AMENDED PER 7B❑ CMR 51 .00: 9TH ED.
1 . Grade floor or below grade openings shall have a net clear opening of not less than 5ft2
2. Single Hung and/or Double Hung windows shall have a minimum net clear opening of 3.3ft2. In such
cases, the minimum net clear opening dimensions shall be 20" by 24" in either direction.
R31 0.2.2: WINDOW SILL HEIGHT
Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not
more than 44" above the floor, where the sill height is below grade, it shall be provided with a window well in
accordance with Section R310.2.3.
R31 1: MEANS OF EGRESS
P31 1 .1 : MEANS OF EGRESS: AMENDED PER 780 CMR 51 .00: 9TH ED.
The minimum headroom in all parts of the stairway shall not be less than 6-8" inches measured vertically
from the sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that
portion of the stairway.
EXCEPTION:
Where the nosings of treads at the side of a flight extend under the edge of a floor opening through
which the stair passes, the floor opening shall be allowed to project horizontally into the required
headroom a maximum of 4Y4 inches.
R31 1 .7.3: VERTICAL RISE
A flight of stairs shall not have a vertical rise larger than 147" between floor levels or landings.
R31 1 .7.5: STAIR TREADS AND RISERS
R31 1 1: RISER HEIGHT AMENDED PER 780 CMR 51 .00: 9TH ED.
The max. riser height shall be 8Y4 inches. The riser shall be measured vert. between landing edges of
the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by
more than 3Ya inch. Open risers are permitted provided that the openings located more than 30", as
measured vertically to the floor or grade below, do not permit the passage of a 4" diameter sphere.
R31 1 .7.5.2: TREAD DEPTH AMENDED PER 7B0 CMR 51 .00: 9TH ED.
The min, tread depth shall be not less than 9". The tread depth shall be measured horiz. between the
vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading
edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than %".
R:;1 1 _7.5.2: WINDER TREADS AMEND. PER 780 CMR 51 .00: 9TH ED.
Winder treads shall have a minimum tread cleptn equal io the ueaU Ucpu I U1 Ll aryl IL I ul I N..... .
of the stairs, measured as above, at a point 12" from the side where the treads are narrower.
Winder treads shall have a minimum tread depth of 3" at any point. Within any flight of stairs, the
greatest winder tread depth at the 12" walk line shall not exceed the smallest by more than 3/a
R31 1 .7.7: STAIRWAY WALKING SURFACE
The walking surface of treads and landings of stairways shall be sloped no steeper than 1 unit vertical in 48
Inches horizontal (2-percent slope)
R31 1 .7.8: HANDRAILS
Handrails shall be provided on at least 1 side of each cont. run of treads/flight with 4 or more risers.
R31 1 .7.8.1 : HEIGHT
Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface
of ramp slope, shall be not less than 34 inches and not more than 38 inches.
R31 1 .7.7.2: CONTINUITY
Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the
top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned
or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of
not less than 11/2 inch between the wall and the handrails.
EXCEPTION:
1 . Handrails shall be permitted to be interrupted by a newel post at the turn.
2. The use of a volute, turnout, starting easing or newel shall be allowed over the lowest tread.
R31 2: GUARDS
Dwelling units shall be provided with a primary and secondary means of egress in accordance with this section.
unobstructed path of vertical and horizontal egress travel
R312. 1. 1: WHERE REQUIRED
Each means of egress shall provide a continuous and
from all portions of the dwelling to the egress doors. The primary means of egress shall not require travel through
that
Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are
to the floor or below at any point within 36" horizontally to the
a garage, but the secondary may. The required egress doors shall open directly into a public way or court
located more than 30" measured vertically grade
open to a public way.
edge of the open side. Insect screening shall not be considered as a guard.
NOTES:
R31 2.3: OPENING LIMITATIONS
1 . In muti-level dwellings, including, but not limited to townhouses, split-level and raised ranch style layouts
=equired guards shall not have openings from the walking surface to the required guard height which allow
the two separate egress doors may be located on different levels.
assage of a sphere 4" in diameter.
2. Where site topography prevents direct access to two remote locations to grade from the normal level of
EXCEPTIONS:
entry, the two separate egress doors may be located on different levels.
1 .The triangular openings at the open side of a stair, formed by the riser, tread and bottom rail of a guard,
R 3 1 1 . 2 : EGRESS DOOR: AMENDED PER 7 B O CMR 5 1 .00: 9TH E D .
shall not allow passage of a sphere 6" in diameter.
shall not have openings which allow passage of a sphere 4" in dia.
A primary and secondary egress door shall be provided for each dwelling unit and shall be as remote as
2 . Guards on the open sides of stairs
possible from each other. The primary egress door shall be side -hinged, and shall provide a clear width of not
less than 32" where measured between the face of the door and the stop, with the door open 90°. The secondary
R 3 1 4: SMOKE ALARMS
egress door shall be single -hinged or sliding, and shall provide a clear width of not less than 28' where measured
between the face of the door and the stop, with the door open 90°. The clear height of side -hinged door
R 3 1 4. 3 : LOCATION AMENDED PER 7 B O CMR 51 .00: 9TH E D .
openings shall, be not less than 78" in height measured from the top of the threshold to the bottom of the stop.
Smoke alarms shall be installed in the following locaitons;
Sliding door clear width may be slightly less than 28" to conform to industry fabrication standards. Other doors
shall not be required to comply with these minimum dimensions. Egress doors shall be capable of being readily
1 . In each sleeping room.
from the inside of the dwelling without the use of a key or special knowledge or effort.
2. Outside each separate sleeping area in the immediate vicinity of the bedrooms
opened
3. On each additional story of the dwelling; including basements and habitable attics and not including
R3 1 1 .6: HALLWAYS
crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without and
The minimum width of a hallway shall be not less than 3 feet [clear],
intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for
R 3 1 1 . 7: STAIRWAYS
the adjacent lower level provided that the lower level is less than one full story below the upper level.
R31 1 .7.1 : WIDTH
Stairways shall not be less than 36 inches in clear width at all points above the permitted handrail height and
below the required headroom height. Handrails shall not project more than 4Y2 inches on either side of the
stairway and the minimum clear width of the stairway at and below the handrail height, including treads and
landings, shall not be less than 31Y2 inches where a handrail is installed on one side and 27 inches where
handrails are provided on both sides.
4. Smoke alarms shall be installed not less than 3horizontally from the door opening of a bathroom that
contains a bathtub or shower unless this would prevent placement of a smoke alarm required by
section R314.3.
5. For each 1 ,000ft2 of area or part thereof.
6. Near all stairs.
R31 5.3: LOCATION AMENDED PER 7BO CMR 51 .00: 9TH ED.
Carbon Monoxide alarms in dwelling units shall be outside of each separate sleeping area within 1 O' of the
bedrooms. Where a fuel burning -appliance is located within a bedroom or its attached bathroom, a carbon
monoxide alarm shall be installed within the bedroom. At least one alarm shall be installed on each story of a
dwelling unit, including basements and cellars but not in crawl spaces and uninhabitable attics.
R31 5.4: COMBINATION ALARMS AMENDED PER 780 CMR 51.00: 9TH ED.
Combination Carbon Monoxide and Smoke Alarms (in compliance with section 314) shall be permitted to be
used in lieu of Carbon Monoxide alarms, located as in 315.3, provided they are compatible and the smoke
alarm;; take precedence.
R506: CONCRETE FLOORS (ON GROUND)
R506.1 : GENERAL
Concrete slab -can -ground floors shall be designed and constructed in accordance with the provisiolns of this
section or ACI 332. Floor shall be a minimum 3Y2" thick (for expansive soils, see section R403.1 .8). the specified
compressive strength of concrete shall be as set forth in section R402.2.
R506.1 .1 : CONTROL JOINTS AMENDED PER 780 CMR 51 .00: BTH ED.
Slabs shall be constructed with control joints having a depth of at least one quarter of the slab thickness but
not less than 1 ". Joints shall be spaced at intervals not greater than 30 feet in each direction. Control joints
shall be placed at locations where the slab width or length changes.
EXCEPTION:
1 . Control joints may be omitted when the slab is reinforced in accordance with Table R506.1.1.
Reinforcement shall be placed at the mid -depth of the slab or 2" from the top of slabs greater than
4" in thickness.
R506.2: SITE PREPERATION
The area w t-in the foundation walls shall have all vegetation, top soil, and foreign material removed.
R 506 . 2. 1: FILL
Fill materials shall be free of vegetation and foreign material. The fill shall be compacted to assure uniform
support of the slab, and except where approved, the fill depths shall not exceed 24" for clean sand or gravel
anc 8" fcr earth.
R506.2.2: BASE
A z -thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete, or crushed
blast -furnace sag passing a 2" sieve shall be placed on the prepared subgrade when the slab is below
grade.
EXCEPTION:
A base course is riot required when the concrete slab is installed on well -drained or sand -gravel
mixture soils classified as Grouo I according to the United Soils Classification System in accordance
with Table R405.1 .
R506.2.3: VAPOR RETARDER
A 6 mil (0.006 inch; 152 Nm) polythylene approved vapor retarder with joints lapped not less than 6 inches
shai be placed between the concrete floor and the base course or the the prepared subgrade where no
base course exists.
EXCEPTIONS: THE VAPOR RETARDER MAY BE OMITTED:
1 . From garages, utility buildings and other unheated accessory structures.
4. Where approved by the building official. based on local site conditions.
R505.2.4: REINFORCEMENT SUPPORT
WI• provided in slabs on ground, reinforcement shall be supported to remain in place from the center to
up, one third of the slab for the duration of the concrete placement.
RB07: ATTIC ACCESS
RB37.1 : ATTIC ACCESS
uildirgs veM combustible ceiling or roof construction shall have an attic access opening to attic areas that
-ave a mrtical height of 30" or greater over an area not less than 30ft2. The vertical height shall be measured
-om the top of the ceiling framing members to the underside of the roof framing members.
-ne rc. gh-framed opening shall not be less than 22" by 30" and shall be located in a hallway or other readily
access bile location. When located in a wall, the opening shall be a minimum of 22" wide by 30" high. When the
ccess is located in a ceiling, minimum unobstructed headroom in the attic space shall be 30" at some point
above the access measured vertically from the bottom of ceiling framing members. See section M1305.1 .3 for
access -eouiren-ents where mechanical equipment is located in attics.
R905: REQUIREMENTS FOR ROOF COVERINGS
R905.2.2: SLOPE
Asphair shingles shall be used only on roof slopes of 2 units vertical in 12 units horizontal (2:12) or greater. for
roof sloces from 2 units vertical in 12 units horizontal (2:12) up to 4 units vertical in 12 units horizontal (4:12),
double ^oerlayment application is required in accordance with section R905.1 .1 .
R1 D03: MASONRY CHIMNEYS
R 1 003.9: TERMINATION
APPLICABLE CODES
1. 2015 INTERNATIONAL RESIDENTIAL CODE
FOR ONE AND TWO FAMILY DWELLINGS.
2. 780 CMR 51.00 9TH ED. MASS. AMENDMENTS TO THE 2015 IRC.
3. WFCM: WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO
FAMILY DWELLINGS. 2001 EDITION.
4. WFCM: WOOD FRAME CONSTRUCTION MANUAL: GUIDE TO WOOD
CONSTRUCTION IN HIGH WIND AREAS FOR ONE AND TWO FAMILY
DWELLINGS.
5. PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE
(BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE)
CITY/TOWN OF DESIGN
CRITERIA: YARMOUTH, MA
Snow load, ground snow load
(pg) = 30 psf
Wind load, basic wind speed
(vult) = 140 mph
PROJECT
DIRECTORY
ARCHITECT:
CME ARCHITECTS LLC
6 WILKINS DRIVE: STE 210
PLAINVILLE, MA 02762
CRAIG MITCHELL
TEL:508-809-3509
FAX: 508-809-351 1
GENERAL CONTRACTOR:
BRENDON RUHAN
ADRESS
TOWN, STATE ZIP
CONTRACTOR
TEL:000-000-0000
DRAWING LIST
ISSUED OR RE -ISSUED WITH REVISION 0
01 11
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RE -ISSUED WITHOUT REVISION O
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ARCHITECTURAL DRAWINGS
T1
TITLE SHEET
EXTERIOR ELEVATIONS
Al
A2
FLOOR PLANS
A3
FOUNDATION PLAN, BUILDING SECTION, &
GARAGE PORTAL FRAME DETAIL
A4
FRAMING PLANS & DETAILS
A5
GENERAL NOTES
RECEII/LD
LMAR 7 2023
BUILDING DEPARTMENT
By:-----
s:
ARCHITECTS,INC.
6 WILKINS DRIVE: SUITE 21 O
PLAINVILLE, MA 02762 50B-BO9-3509
�- �r��� 0147 ` .77 NTH
REVIRAIED FOR BUILDING AND ZONING CODE COMPLI-
ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT"
DATE:
BU +G OFFICIAL
I,a-
;i a(
A CERTIFIED AS BUILT IS REQUIRED
BEFORE FINAL INSPECTION
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ALL CONSTRUCTION SHALL
COMPLY WITH THE FOLLOWING:
1. 2015 INTERNATIONAL RESIDENTIAL CODE
FOR ONE AND TWO FAMILY DWELLINGS.
2. 780 CMR 51 .00 - MASS. AMENDMENTS TO
THE INTERNATIONAL RESIDENTIAL CODE.
3. WFCM: WOOD FRAME CONSTRUCTION
MANUAL FOR ONE AND TWO FAMILY
DWELLINGS. 2001 EDITION.
4. WFCM: WOOD FRAME CONSTRUCTION
MANUAL: GUIDE TO WOOD CONSTRUCTION
IN HIGH WIND AREAS FOR ONE AND TWO
FAMILY DWELLINGS.
5. PRESCRIPTIVE RESIDENTIAL WOOD DECK
CONSTRUCTION GUIDE (BASED ON THE
2015 INTERNATIONAL RESIDENTIAL CODE)
RUHAN
YARMOUTH, MA
BRENDON RUHAN
TITLE SHEET
o Q Date Revisions
1
2
3 m
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4
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6 m
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Drawing:
Scale:
1 /4" = V-0"
Date:
2023-1-12
Drawn By:
T.WALLACE
Checked By:
C.MITCHELL
Job Number:
21230
T1
him'eys shall extent at least 2 feet higher than any portion of a building within 10 feet, but shall not be less
Tan : feet above the highest point where the chimney passes through the roof.
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,/-�REA�RE_L EVATI O N
EXTERIOR NOTES
• CLAP & SHAKE SIDING AS DEPICTED
• REFER TO BUILDING SECTIONS FOR ALL EAVE DETAILS
• REFER TO ROOF & CEILING FRAMING PLANS FOR ALL
ROOF PITCH AND RIDGE VENT LOCATIONS
• FLASHING IS REQUIRED FOR ALL ROOF TO SIDING
CONNECTIONS
• GABLE END AND EAVE OVERHANGS TO BE SPECIFIED
BY GENERAL CONTRACTOR
• GRADES WILL VARY AS PER SITE CONDITIONS
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RIGHT ELEVATION
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�- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -J
LEFT ELEVATION
12
5
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L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J
FRONT ELEVATION
y
ARCHITECTS,INC.
6 WILKINS DRIVE: SUITE 21 0
PLAINVILLE, MA 02762 50B-1309-3509
ALL CONSTRUCTION SHALL
COMPLY WITH THE FOLLOWING:
1 . 2015 INTERNATIONAL RESIDENTIAL CODE
FOR ONE AND TWO FAMILY DWELLINGS.
2. 780 CMR 51.00 - MASS. AMENDMENTS TO
THE INTERNATIONAL RESIDENTIAL CODE.
3. WFCM: WOOD FRAME CONSTRUCTION
MANUAL FOR ONE AND TWO FAMILY
DWELLINGS. 2001 EDITION.
4. WFCM: WOOD FRAME CONSTRUCTION
MANUAL: GUIDE TO WOOD CONSTRUCTION
IN HIGH WIND AREAS FOR ONE AND TWO
FAMILY DWELLINGS.
5. PRESCRIPTIVE RESIDENTIAL WOOD DECK
CONSTRUCTION GUIDE (BASED ON THE
2015 INTERNATIONAL RESIDENTIAL CODE)
RUHAN
YARMOUTH, MA
BRENDON RUHAN
EXTERIOR
ELEVATIONS
N
a
PERMIT SET
L
H
U
Z
U
Q
U
N
0
c
I"�
I0
Q
Date
Revisions
1
2
3
4
5
6
7
Scale:
1 /4" = V-0"
Date:
2023-1-12
Drawn By:
T.WALLACE
Checked By:
C.MITCHELL
Job Number:
21230
Drawing:
Al
1
A3
GENERAL NOTES
• OWNERS AND GENERAL CONTRACTOR SHALL
REVIEW ALL PLANS, NOTES AND SPECIFICATIONS
PRIOR TO CONSTRUCTION.
• ANY ALTERATIONS TO PLANS MUST BE TAKEN
UNDER THE ADVISEMENT OF CME ARCHITECTS, INC.
• CME ARCHITECTS, INC., AND/OR CRAIG C. MITCHELL
ARE NOT LIABLE FOR STRUCTURES BUILT FROM
THESE PLANS.
• G.C. MUST COMPLY TO ALL STATE AND LOCAL
CODES, LAWS AND REGULATIONS
• ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD.
• G.C. TO VERIFY ALL EXISTING SITE CONDITIONS
• ANY REPRODUCTION OF PLANS WITHOUT WRITTEN
PERMISSION FROM CME ARCHITECTS, INC., AND/OR
CRAIG C. MITCHELL IS PROHIBITED.
• ALL ON SITE WORK TO BE OVERSEEN BY A
LICENSED CONTRACTOR.
• ELECTRICAL, HVAC, AND PLUMBING PLANS TO BE
PROVIDED BY LICENSED CONSULTANTS.
• ALL PAINTS AND FINISHES PROVIDED BY OTHERS .
• ALL SPECIFICATIONS TO BE VERIFIED BY OWNER
AND CONTRACTOR.
• EXTERIOR WINDOW CASINGS TO BE PROVIDED BY
DESIGNATED LUMBER YARD.
• FIRE STOPPING REQUIRED: SHALL CUT OFF ALL
CCNICEALED OPENINGS, MINIMUM 2" NOMINAL
LL' ✓IBER REQUIRED.
No
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28'-0"
41-611 19'-0" /11_611
a
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SECOND FLOOR PLAN
904 SQ. FT.
8'-0" CEILING HGT.
INTERIOR STAIR NOTES
• MAXIMUM 8 1 /4'' RISERS
• MINIMUM 9" TREAD DEPTH
• MIN. 34" & MAX. 38" HIGH HANDRAILS
• MAXIMUM 4 BALLAST SPACING
FLOOR PLAN NOTES
• (3)2x10 HEADERS ABOVE ALL EXTERIOR ROUGH
OPENINGS UNLESS NOTED OTHERWISE. REFER
TO INTERIOR/EXTERIOR HEADER SPAN CHARTS.
• CLOSET SHELVES AND POLES BY G.0
• 2X6 EXTERIOR CONSTRUCTION.
• ALL LUMBER SPF#2 OR BETTER.
SYMBOLS LEGEND:
DOOR TAG (SEE SCHEDULE)
O WINDOW TAG (SEE SCHEDULE)
O PHOTOSENSITIVE SMOKE DETECTOR
OCOMBINATiON CARBON MONOXIDE
AND SMOKE DETECTOR
G 1350 HEAT DETECTOR
FL FAN/ LIGHT
NEW 2x6/ 2x4 WALL PARTITION
® LOAD BEARING WALL
BEAM SCHEDULE_
#
BEAM LENGTH
CLEAR SPAN
LOCATION
CONSTRUCTION
ENGINEERED SIZE
1
28'-0"
27'-0"
GARAGE
DROP
DROP
2
28'-0"
27'-0"
GARAGE
10'-6" +/-
HEADER HT
0
N
T
HARVEY WINDOW SCHEDULE
# TYPE MODEL QUAN ROUGH OPENING
A DOUBLE HUNG 2-2846 8- 5'-6 All x 4'-9 Y2"
B DOUBLE HUNG 2846 1 * 2'-10" x 4'-9 4"
G.C. TO VERIFY R.O.s WITH MANUFACTURER
*INDICATES TEMPERED UNIT SEE PLAN FOR LOCATION
DOOR SCHEDULE
#
MODEL
QUAN
1
3-0" x 6-8" EXTERIOR STEEL
1
2
2'-8" x 6'-8" 1 HR FIRE RATED
1
28'-0"
14'-0"
14-0'
14'-1 C
UP 21 11 1 1 1 1 LINE OF Q_��ED
LIJ
� I I I I I I II CEILING
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23-10"
0
BEP,M #1
�35° 2-CAR GARAGE C)
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[12'-0" +/- CEILING HEIGHT]
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-SLOPE GARAGE FLOOR SLAB TO
OVERHEAD DOORS AS REQUIRED
-MINIMUM ONE LAYER OF FIRE RATED
GYP. TO ENVELOPE ENTIRE GARAGE
T
N
Cr;
G Cy
14-0"
20' x 10 O.H. DOOR W
CONTINUOUS HEADER AEC '1=
•
FIRST FLOOR PLAN
1 ,120 SQ. FT.
12'-0" CEILING HGT
1 4'-0"
FEI
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T
0
1
ro
ARCH ITECTS, I N C.
6 WILKINS DRIVE: SUITE 21 ❑
PLAINVILLE, MA 02762 SOB-B09-3509
ALL CONSTRUCTION SHALL
COMPLY WITH THE FOLLOWING:
1 . 2015 INTERNATIONAL RESIDENTIAL CODE
FOR ONE AND TWO FAMILY DWELLINGS.
2. 780 CMR 51.00 - MASS. AMENDMENTS TO
THE INTERNATIONAL RESIDENTIAL CODE.
3. WFCM: WOOD FRAME CONSTRUCTION
MANUAL FOR ONE AND TWO FAMILY
DWELLINGS. 2001 EDITION.
4. WFCM: WOOD FRAME CONSTRUCTION
MANUAL: GUIDE TO WOOD CONSTRUCTION
IN HIGH WIND AREAS FOR ONE AND TWO
FAMILY DWELLINGS.
5. PRESCRIPTIVE RESIDENTIAL WOOD DECK
CONSTRUCTION GUIDE (BASED ON THE
2015 INTERNATIONAL RESIDENTIAL CODE)
RUHAN
YARMOUTH, MA
BRENDON RUHAN
FLOOR PLANS
Q
Date
Revisions
1
2
3
4
5
6
7
PERMIT SET
Scale:
1 /4" = 1'-0"
Date:
2023-1-12
Drawn By:
T.WALLACE
Checked By:
C.MITCHELL
Job Number:
21230
Drawing:
A2
(4) SIMPSON
SDS25300
WOOD SCREWS
SIMPSON H2.5
HURRICANE TIE
@ 16" O.C.
LAP SHEATHING
OVER 1 ST FLOOR
WALLS MIN. 1'-0"
%8" ROOF SHEATHING
w/ 8d @ 6" @ EDGES
& 12" O.C.@ FIELD
SIMPSON H2.5
HURRICANE TIE
@ 16" O.C.
(2) LAYERS OF 3/4" PLYWOOD
(GLUED & NAILED)
w/ SIMPSON LTS16
TWIST STRAP @ 16" O.C.
2-2x6 TOP PLATE
2x6 WALL @ 16" O.C.
W/ R21 INSULATION
BLOCK ALL SEAMS &
FASTEN w/ 8d @ 4" OC
EDGES & 12" FIELD NAILING
2-2x6 SILL w/ Y" O
GALV. ANCHOR BOLTS
@ 48" O.C. w/ 3x3x/4"
PLATE WASHERS
10" CONC. FDN. W/
DAMPROOFING
2'-0" x 12" CONC. FTG.
W/ 2x4 KEY WAY TO BE
4'-0" MIN. BELOW GRADE
RIIILDING SECTION
EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)
EXTENT OF HEADER WITH SINGLE PORTAL FRAME
(ONE BRACED WALL PANEL)
2'-1 & FINISHED WIDTH OF OPENING
FOR SINGLE OR DOUBLE PORTAL
........-
E
'
TENSION STRAP PER
TABLE 602.10.6.4
(ON OPPOSITE SIDE
OF SHEATHING)
. .......
x x
x x x
xxx
'
MIN. 3" x 11 Y4' NET HEADER STEEL HEADER PROHIBITEC
y
x x
IF Y2" SPACER IS USED, PLACE ON BACK SIDE OF HEADE=:
SIMPSON LSTA36 STRAP
x x x
x x
It x x x
f
IF NEED, PANEL
SPLICE EDGES SHALL
;F x x x
OCCUR OVER AND BE
FASTEN SHEATHING TO HEADER WITH 8D
NAILED TO COMMON
COMMON OR GALVANIZED BOX NAILS IN T GRID
BLOCKING WITHIN THE
PATTER AS SHOWN
MIDDLE 24" OF THE
PORTAL -LEG HEIGHT.
ONE OF 3" O.C.
NAILING IS REQUIRED
IN EACH PANEL EDGE.
HEADER TO JACK -STUD PER TABLE
R602.10.6.4 ON BOTH SIDES OF OPENING
OPPOSITE SIDE OF SHEATHING
TYPICAL PORTAL
FRAME CONSTRUCTION —�
MIN. DOUBLE 2" x 4" FRAMING CCVERED
WIDTH MIN. %fi' THICK WOOD STRUCTURAL
PANEL SHEATHING WITH 8D OR GALVANIZED
BOX NAILS AT 3" O.C. IN ALL FRAMING
(STUDS AND SILLS) AS SHOWN TYP.
MIN. LENGTH OF PANEL PER TABLE
R602.10.5
MIN. (2) Y2" DIAMETER ANCHOR BOLTS
INSTALLED PER SECTION R403.1 .6
WITH 2" x 2" x Y6" PLATE WASHER
GARAGE PORTAL FRAME DETAIL
METHOD PFG (VIEW FROM INTERIOR) N.T.S.
MIN. DOUBLE 2x4 POST
(KING AND JACK STUD)
NUMBER OF JACK
STUDS PER TABLES
R602.7(1) & (2)
INTERMITTENT BRACED
WALL PANEL REQUIRED
ADJACENT OPENING
FOR SINGLE PORTAL
FRAM
ANCHOR BOLTS PER
SECTION R403.1 .6
SIMPSON STHD14 CAST -IN -PLACE
HOLDOWN (4) TOTAL REQUIRED
NOTES:
1. 2' MIN. LENGTH SHEAR WALL WITH 2"
STAGGERED EDGE NAILING TO
CONNECT TO TRIPLE STUD (3.0" MIN
WIDTH). USE SIMPSON HOLDDOWN
AT EACH END OF SHEAR WALL.
(TYPICAL ALL SHEAR WALLS)
EXTERIOR
FOUNDATION WALL
GENERAL NOTES
• OWNERS AND GENERAL CONTRACTOR SHALL
REVIEW ALL PLANS, NOTES AND SPECIFICATIONS
PRIOR TO CONSTRUCTION.
• ANY ALTERATIONS TO PLANS MUST BE TAKEN
UNDER THE ADVISEMENT OF CME ARCHITECTS, INC.
• CME ARCHITECTS, INC., AND/OR CRAIG C. MITCHELL
ARE NOT LIABLE FOR STRUCTURES BUILT FROM
THESE PLANS.
• G.C. MUST COMPLY TO ALL STATE AND LOCAL
CODES, LAWS AND REGULATIONS
• ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD.
• G.C. TO VERIFY ALL EXISTING SITE CONDITIC NS
• ANY REPRODUCTION OF PLANS WITHOUT WRITTEN
PERMISSION FROM CME ARCHITECTS, INC., .AND/OR
CRAIG C. MITCHELL IS PROHIBITED.
• ALL ON SITE WORK TO BE OVERSEEN BY A
LICENSED CONTRACTOR.
• ELECTRICAL, HVAC, AND PLUMBING PLANS TO BE
PROVIDED BY LICENSED CONSULTANTS.
• ALL PAINTS AND FINISHES PROVIDED BY OTHERS.
0 ALL SPECIFICATIONS TO BE VERIFIED BY OWNER
AND CONTRACTOR.
• EXTERIOR WINDOW CASINGS TO BE PROVIDED BY
DESIGNATED LUMBER YARD.
• FIRE STOPPING REQUIRED: SHALL CUT OFF ALL
CONCEALED OPENINGS, MINIMUM 2" NOMINAL
LUMBER REQUIRED.
(3) STUD or POST AS
SPECIFIED ON
DRAWING
6) SIMPSON HDU5-SDS2.5
HOLDOWNS
STUD
���IIIIII_
3"x3"xY" PLATE WASHER —�
ANCHOR BOLT, MIN 7"
EMBEDMENT. SIZE AND SPACING
PER PLAN. (MIN 2 PER SILL)
SIMPSON HOLDOWN
STHD14
DOWN DOWN DETAIL
(711 BOLT EMBEDMENT)
N.T.S.
FASTEN KING STUD
TO HEADER WITH 6
16D SINKERS
FASTEN TOP
PLATE TO
HEADER WITH
TWO
ROWS OF 16D
SINKER NAILS AT
3" O.C. TYP.
MIN. %6' WOOD
STRUCTURAL
PANEL
SHEATHING
GARAGE
24" WIDE x 12" TALL CONTINUOUS
*-DOTING @ 48" MIN DEPTH BELOW GRADE
SET CN UNDISTURBED SOIL. INCLUDE KEY
WAY. (TYP)
2 -GRADE 60 #4 LONGITUDINAL BARS IN
FOOTING (TYP)
10" CONC= FTE FOUNDATION FROST WALL ON 24"X12
CONCRET- =OCTING WITH CONTINUOUS 2X4 KEY ON
UNDIS--.ABED SOIL. INCLUDE TWO LONGITUDINA_
GRADE 60 #4 BARS IN FOOTING.
(4) #4 HORIZONTAL BARS WITHIN 12" OF TOP AND AT MID
HEIGHT (2 HCRIZ BARS TOTAL). PROVIDE CORNER BARS
AT ALL CHANGES IN WALL DIRECTION.
FOUNDATION NOTES
• 10" CONCRETE FOUNDATION WALL POUR UNLESS
OTHERWISE NOTED.
• FOUNDATION CONCRETE TO BE MINIMUM 3,000
P.S.I. IN 28 DAYS IN ACCORDANCE WITH MASS
STATE BUILDING CODE 780 CMR TABLE
5402.2-MININMUM SPECIFIED COMPRESSIVE
STRENGTH OF CONCRETE.
• GARAGE SLABS TO BE MINIMUM 3,500 P.S.I.
• ALL FOOTINGS TO REST ON UNDISTURBED SOIL.
• FOUNDATION WALLS TO EXTEND A MINIMUM OF 8"
ABOVE FINISHED GRADES
• 6 MIL. POLY VAPOR GUARD, WITH JOINTS LAPPED
NOT LESS THAN 6", SHALL BE PLACED BETWEEN
BASE AND SLAB.
• GARAGE SLABS TO BE MINIMUM 4" THICK ON
MINIMUM 4" GRAVEL.
• BACK FILL SHALL NOT BE PLACED UNTIL WALL HAS
SUFFICIENT STRENGTH.
• DRAINAGE SYSTEMS TO BE PROVIDED AROUND
BOTTOM OF FOUNDATION TO BE DRAINAGE TILES,
GRAVEL, CRUSHED STONE DRAINS, OR
PERFORATED PIPES.
• 24" X 12'' CONCRETE FOOTINGS WITH 2" X 4" KEY
WAY UNDER ALL CONCRETE FOUNDATION WALLS
AT A MINIMUM 4-0" BELOW GRADE.
• DAMP PROOFING REQUIRED FROM TOP OF FOOTING
TO FINISHED GRADE.
• TOP OF ALL SONOTUBES AND ENTRY LANDING
WALLS TO BE VERIFIED IN FIELD
— — — — — — -- — — — — — — — — — — —
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— — — — — — — — — — — — • I o
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2-CAR GARAGE
-SLOPE GARAGE FLOOR SLAB TO
OVERHEAD DOORS AS REQUIRED
-MINIMUM ONE LAYER OF FIRE RATED
GYP. TO ENVELOPE ENTIRE GARAGE
4" CONCRETE SLAB w/
6x6-W1 .4xW1 .4 W.W.F.
AND 6 MIL POLY VAPOR
BARRIER ON 6"
COMPACTED BASE:
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101, II
— — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — —
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3'-8" 20'-8" 3'-8"
CONCRETE OPENING (2) CAST -IN -PLACE
STHD14 HOLDOWNS
2&-0" @ GARAGE DOOR
(2) CAST -IN -PLACE
STHD14 HOLDOWNS
@ GARAGE DOOR
FOUNDATION PLAN
'i
ARCHITECTS,INC.
6 WILKINS DRIVE: SUITE 21 0
PLAINVILLE, MA 02762 50B-809-3509
Timothy D Sullivan
2023.01.12 10:19:59-05'00' �1� OF Mgssq�y
TIMOTHY D.
c IVAN -{
No. 56321
-w SULLIVAN
STRUCTURES, LLC
Consulting Stnictural Engineering and Design:
Tim Sullivan, P.E.
617-733-7765
ALL CONSTRUCTION SHALL
COMPLY WITH THE FOLLOWING:
1 . 2015 INTERNATIONAL RESIDENTIAL CODE
FOR ONE AND TWO FAMILY DWELLINGS.
2. 780 CMR 51.00 - MASS. AMENDMENTS TO
THE INTERNATIONAL RESIDENTIAL CODE.
3. WFCM; WOOD FRAME CONSTRUCTION
MANUAL FOR ONE AND TWO FAMILY
DWELLINGS. 2001 EDITION.
4. WFCM: WOOD FRAME CONSTRUCTION
MANUAL: GUIDE TO WOOD CONSTRUCTION
IN HIGH WIND AREAS FOR ONE AND TWO
FAMILY DWELLINGS.
5. PRESCRIPTIVE RESIDENTIAL WOOD DECK
CONSTRUCTION GUIDE (BASED ON THE
2015 INTERNATIONAL RESIDENTIAL CODE)
RUHAN
YARMOUTH, MA
3RENDON RUHAN
FOUNDATION PLAN,
BUILDING SECTION, &
GARAGE PORTAL
FRAME DETAIL
m
a
PERMIT SET
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0
Q
Date
Revisions
1
2
3
4
5
6
7
Scale:
1 /4" = V-0"
Date:
2023-1-12
Drawn By:
T. WALLACE
Checked By:
C.MITCHELL
Job Number:
21230
Drawing:
A3
TRIPLES BELOW
DORMER WALLS
78" ROOF SHEATING
w/ 8d @ 6" O.C. EDGE
NAILING & 12" O.C.
FIELD NAILING
TRIPLES BELOW
DORMER WALLS
Y4' PLYWr'^^
2x10s @ 16" O.C.
DOUBLE 7
P Lf
(4)
S
2x6 NAILER w/ (2) ROWS OF
Y2" CARRIAGE BOLTS @ 32" O.C.
WEB BLOCKING (LAST 2 FEET ONLY)
dv/ (4) Y2" 0 CARRIAGE BOLTS
Y4 x 5" x 7" STL PL
w/ (2) SIMPSON
SDS25400
SCREWS
5 /4' x 7" PSL POST
TYPICAL
STEAL BEAM TO WOOD POST
N.T.S.
14'-0"
HDU5 HOLDOWN
PER PLAN
5/8"0 THREADED ROD W/
SIMPONS SET-XP
TABLE R602.2(3) REQUIREMENTS FOR STRUCTURAL
PANEL WALL SHEATHING USED TO RESIST WIND
PRESSURES: 1 40 MPH WIND ZONE C
ULTIMATE DESIGN WIND
MINIMUM NAIL
MINIMUM
MINIMUM
MINIMUM
PANEL NAIL
SPEED (MPH)
WIND EXPOSURE
WOOD
NOMINAL
WALL
SPACING
STRUCTURAL
PANEL SPAN
PANEL
THICKNESS
STUD
SPACING
CATEGORY
EDGES
FIELD
SIZE
PENETRATION
RATING
(INCHES)
(INCHES)
(INCHE
(INCHE
B
C
D
(IN.)
S O.C.)
S O.C.)
6d COMMON
1.5
24/0
%
16
6
12
140
115
110
(2.0" x .113")
16
6
12
170
140
135
8d COMMON
1.75
24/16
�6
24
6
12
140
1 15
_
1 10
(2.5" x .131 ")
FOR SI: 1 INCH = 25.4 MM, 1 FOOT = 304.8 MM, 1 MILE PER HOUR = 0.447 M/S; 1 KSI = 6.895 MPA.
1 .PANEL SHEATHING AXIS PARALLEL OR PERPENDICULAR TO SUPPORTS. THREE-PLY PLYWOOD SHEATHING WITH
STUDS SPACED MORE THAN 16 INCHES ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS
PERPENDICULAR TO SUPPORTS.
2.TABLE IS BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE
WITH SECTION R301 .2. LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10.
&WOOD STRUCTURAL PANELS WITH SPAN RATINGS WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE
TO PANELS WITH A 24/0 SPAN RATING. PLYWOOD SIDING RATED 16 O.C. OR 24 O.C. SHALL BE PERMITTED AS AN
ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. WALL-16 AND PLYWOOD SIDING 16 O.C. SHALL BE USED WITH
STUDS SPACED NOT MORE THAN 16 INCHES ON CENTER.
SHEARWALL, SEE
PLAN
EDGE NAILING,
PER PLAN
TYP FDN HOLDOWN DETAIL
N.T.S.
14'-0"
2x4 @ 16" O.C.
STRUCTURAL
KNEE WALL
----------------
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L-----------------
�1 ROOF FRAMING
0
c
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EDGE NAI' "'—
SIMPSOP
HOLDOWNS AND POSTS
REQUIRE ALIGNMENT FROM
FLOOR, SEE PLAN FOR
LOCATIONS
8d FIELD NAILS @ 12" OC
DOUBLE HDU5 CORNER DETAIL
SCALE: 1/4" = 1'-0"
CEILING FRAMING
SAL
_L
FLOOR FRAMING NOTES
• 2X10 FLOOR FRAMING SYSTEM
• 2X10 RIM JOIST TO SURROUND PERIMETER OF
FRAMING SYSTEM.
• SOLID BLOCKING ABOVE ALL BEARING
PARTITIONS AND GIRTS.
• CONTINUOUS BRIDGING AT ALL MIDSPANS.
• DOUBLE JOISTS AND HANGERS AS REQUIRED.
• SEE FLOOR PLANS AND FOUNDATION PLAN
FOR ALL DIMENSIONS.
• MINIMUM 1 " AIRSPACE BETWEEN ALL
MASONRY AND FRAMING.
ROOF FRAMING NOTES
• RAFTER SIZES AND ROOF PITCH AS NOTED
• ROOFING SHINGLES SPECIFIED BY G.C.
• ROOF VENTS AS SHOWN
• RIDGE VENTS AS SHOWN (SET RIDGE DOWN
2" FOR PROPER AIR FLOW
• WATER & ICE BARRIER TO COVER ALL HIPS,
VALLEYS AND ONE COURSE UP FROM EAVE
• EAVE AND GABLE END OVERHANGS BY
GENERAL CONTRACTOR
• MINIMUM 35 LB SNOW LOAD SUPPORT
• SEE TYPICAL EAVE DETAILS FOR ROOF TIE
DOWN REQUIREMENTS
CEILING FRAMING NOTES
• SEE FLOOR PLANS FOR DIMENSIONS
• 20 LBS./SQ. FT. LIVE LOAD
• 10 LBS/ SQ. FT. DEAD LOAD
• SPRUCE -PINE -FIR #2 LUMBER OR BETTER
• SEE PAGE T1 FOR ATTIC ACCESS NOTES
BLOCKING —
BELOW
DORMER
WALLS
(3) 2x10 J
5 Y4" x 7" PSL
ALL 1 ST FLOOR EXT. WALLS
ARE SHEAR WALLS
BLOCK ALL SEAMS &
FASTEN EDGES w/
8d@4' O.C. & FIELD NAIL
w/ 8d@ 1211 O.C.
I " J
5 Y4 x 7 S L
BLOCKING
BELOW
DORMER
WALLS
GENERAL NOTES
• OWNERS AND GENERAL CONTRACTOR SHALL
REVIEW ALL PLANS, NOTES AND SPECIFICATIONS
PRIOR TO CONSTRUCTION.
• ANY ALTERATIONS TO PLANS MUST BE TAKEN
UNDER THE ADVISEMENT OF CME ARCHITECTS, INC.
• CME ARCHITECTS, INC., AND/OR CRAIG C. MITCHELL
ARE NOT LIABLE FOR STRUCTURES BUILT FROM
THESE PLANS.
• G.C. MUST COMPLY TO ALL STATE AND LOCAL
CODES, LAWS AND REGULATIONS
• ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD.
• G.C. TO VERIFY ALL EXISTING SITE CONDITIONS
• ANY REPRODUCTION OF PLANS WITHOUT WRITTEN
PERMISSION FROM CME ARCHITECTS, INC., AND/OR
CRAIG C. MITCHELL IS PROHIBITED.
• ALL ON SITE WORK TO BE OVERSEEN BY A
LICENSED CONTRACTOR.
• ELECTRICAL, HVAC, AND PLUMBING PLANS TO BE
PROVIDED BY LICENSED CONSULTANTS.
• ALL PAINTS AND FINISHES PROVIDED BY OTHERS.
• ALL SPECIFICATIONS TO BE VERIFIED BY OWNER
AND CONTRACTOR.
• EXTERIOR WINDOW CASINGS TO BE PROVIDED BY
DESIGNATED LUMBER YARD.
• FIRE STOPPING REQUIRED: SHALL CUT OFF ALL
CONCEALED OPENINGS, MINIMUM 2" NOMINAL
LUMBER REQUIRED.
(3) 2x6 POST IN EACH CORNER
W/ (2) SIMPOON HDU5-SDS2.5 HOLDCWNS,
SEE DETAILS (1) 2x6 JACK &
DOUBLES TO (1) 2x6 KING,
(2) 2x6 7 SURROUND `(3) 2x10 TYP.
•
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III
III
3/4" T&G SUBFLOOR
w/ 8d@6" O.C. EDGE
NAILING & 12" O.C.
FIELD NAILING
(3) 2x10
5 /4" x 7" PSL
5 Y4" x 7" PSL
BLOCKING FIRST
THREE BAYS
@ 4'-0" O.C.
(3) 2x10
/ L BEAM IS CONT. FROM EXT. WALL TO EXT. WALL
(2) 2x6 (2) 2x6 J SEE GARAGE PORTAL FRAME DETAIL SHEET A6 (2) 2x6 (2) 2x6
SECOND FLOOR FRAMING
:0
ARCHITECTS,INC.
6 WILKINS DRIVE: SUITE 21 0
PLAINVILLE, MA 02762 508-BO9-3509
SULLIVAN
STRUCTURES, LLC
Consulting Structural Engineering and Resign
Tim Sullivan, P.E.
617-733-7765
ALL CONSTRUCTION SHALL
COMPLY WITH THE FOLLOWING:
1 . 2015 INTERNATIONAL RESIDENTIAL CODE
FOR ONE AND TWO FAMILY DWELLINGS.
2. 780 CMR 51.00 - MASS. AMENDMENTS TO
THE INTERNATIONAL RESIDENTIAL CODE.
3. WFCM: WOOD FRAME CONSTRUCTION
MANUAL FOR ONE AND TWO FAMILY
DWELLINGS. 2001 EDITION.
4. WFCM: WOOD FRAME CONSTRUCTION
MANUAL: GUIDE TO WOOD CONSTRUCTION
IN HIGH WIND AREAS FOR ONE AND TWO
FAMILY DWELLINGS.
5. PRESCRIPTIVE RESIDENTIAL WOOD DECK
CONSTRUCTION GUIDE (BASED ON THE
2015 INTERNATIONAL RESIDENTIAL CODE)
RUHAN
YARMOUTH, MA
BRENDON RUHAN
FRAMING PLANS &
DETAILS
Q
Date
Revisions
1
2
3
4
5
6
7
D
v PERMIT SET
Scale:
1 /4" = 1'-0"
Date:
2023-1-12
Drawn By:
T.WALLACE
Checked By:
C.MITCHELL
Job Number:
21230
Drawing:
A4
GENERAL CONDITIONS
1. G. C. MUST BUILD EXACTLY WHAT IS SHOWN ON STRUCTURAL DRAWINGS. ANY PROPOSED DEPARTURES FROM WHAT IS INDICATED MUST BE
REVIEWED WITH THE ENGINEER PRIOR TO CONSTRUCTION. ALL UNAUTHORIZED CHANGES TO THE APPROVED DRAWINGS MUST BE REMOVED
AND REPLACED AT THE CONTRACTOR'S EXPENSE.
2. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF THE
WORK, AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ENGINEERING AND ARCHITECTURAL DOCUMENTS.
3. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF TEMPORARY SHORING, BRACING, OR OTHERWISE PROTECTING ANY
PORTION OF THE STRUCTURE, SITE AND UTILITIES FROM DAMAGE DURING CONSTRUCTION. THE ENGINEER IS SPECIFYING THE FINISHED
CONDITION ONLY, WITHOUT ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL ACHIEVE THIS RESULT.
4. FOR EXACT LOCATIONS OF FLOOR AND ROOF OPENINGS, POSTS, ETC., SEE ARCHITECTURAL
5. WINDOWS IN BUILDINGS LOCATED IN WIND BORNE DEBRIS LOCATIONS SHALL HAVE GLAZED OPENINGS PROTECTED FROM WINDBORNE DEBRIS
OR THE BUILDING SHALL BE DESIGNED AS A PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND
OF ASTM E 1886 REFERENCED THEREIN, DRAWINGS.
FOUNDATIONS
1. SOIL BEARING CAPACITY: TABLE R401.4.1 PRESUMPTIVE LOAD -BEARING VALUES OF FOUNDATION MIN MATERIAL CLASS: SANDY GRAVEL AND
OR GRAVEL (GW&GP) 3000 PSF.
CONTRACTOR RESPONSIBLE FOR VERIFYING THAT THE FOUNDATION MATERIAL CLASS FOUND DURING EXCAVATION CONFORMS.
2. EXCAVATE TO LINES AND GRADES REQUIRED TO PRC PERLY INSTALL THE FOUNDATIONS ON INORGANIC, UNDISTURBED SOIL OR CONTROLLED
STRUCTURAL BACKFILL AS REQUIRED BY THE CONSTRUCTION DOCUMENTS
3. ALL EXCAVATIONS SHALL BE DRY BEFORE PLACING ANY CONCRETE.
4. EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT A MINIMUM DEPTH OF 3'-4" FEET. OR AS MODIFIED BY THE STRUCTURAL
ENGINEER, BELOW THE LOWEST ADJACENT GROUND EXPOSED TO FREEZING. ANY ADJUSTMENT OF FOOTING ELEVATIONS DUE TO FIELD
CONDITIONS MUST HAVE THE APPROVAL OF THE ENGINEER,
5. BACKFILL BELOW FOOTINGS AND SLABS SHALL BE M/ODE WITH APPROVED GRANULAR MATERIALS PLACED IN 6" LAYERS. LAYERS SHALL BE
COMPACTED TO 96% DENSITY AT OPTIMUM MOISTURE CONTENT, AS DEFINED BY ASTM D1557.
6. BACKFILLING AGAINST WALLS OR PIERS MAY ONLY BE DONE AFTER WALLS OR PIERS ARE BRACED TO PREVENT MOVEMENT. FOR WOOD
FRAMED RESIDENTIAL CONSTRUCTION, NO BACKFILL NG OF WALLS MAY TAKE PLACE UNTIL THE FIRST FLOOR DECK HAS BEEN FRAMED AND
SHEATHED, UNLESS WRITTEN APPROVAL IS GIVEN BY THE ARCHITECT OR ENGINEER.
7. PROVIDE FOUNDATION DRAINAGE, WATERPROOFING)DAMP-PROOFING, AND FOUNDATION WALL INSULATION AS INDICATED ON THE
ARCHITECTURAL DRAWINGS.
ROUGH CARPENTRY
1. ALL ROUGH CARPENTRY WORK SHALL BE EXECUTED IN CONFORMANCE WITH THE 9TH EDITION OF THE MASSACHUSETTS BUILDING CODE AND THE 2015
INTERNATIONAL BUILDING CODE.
2. NOTIFY THE ENGINEER OF ANY COMPONENT NOT DEFINED IN EITHER THECODE OR THESE DRAWINGS.
3. REFER TO THE 2015 IBC FASTENER SCHEDULE FOR S FRUCTURAL MEMBERS TABLE 2304.10.1 FOR CONNECTION FASTENING NOT IDENTIFIED IN THESE PLANS OR
DETAILS.
4. WHEN NOT OTHERWISE IDENTIFIED, ALL WOOD BEAMS, JOISTS, RAFTERS, HEADERS, STRINGERS, PLATES, AND SILLS SHALL BE SPRUCE PINE FIR #2 OR BETTER,
WITH A MINIMUM Fb = 875 PSI (SINGLE USE) AND Fb = 1000 PSI (REPETITIVE USE). AND E SHALL BE 1,4000.000 PSI OR BETTER.
5. WOOD STUDS MAY BE EASTERN HEMLOCK, EASTERN SPRUCE, OR HEM -FIR. GRADED "STUD" GRADE, #2 OR BETTER,
6. LVL BEAMS, AS NOTED ON PLANS, SHALL HAVE A MINIMUM Fb = 3100 PSI, E = 2.000.000 PSI, AND Fv = 285 PSI. LVL BEAMS SHALL BE "VERSALAM" BY BOISE CASCADE.
NO SUBSTITUTIONS WILL BE ACCEPTED, UNLESS THE ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR.
7. ENGINEERED WOOD POSTS (VERSA COLUMNS), AS NOTED ON PLANS, SHALL BE VERSA -LAM 1.7 2650.
8. PLYWOOD WALL SHEATHING, ROOF SHEATHING, AND SUBFLOORING SHALL BE APA GRADE. TRADEMARKED C-D WITH EXTERIOR GLUE. SUBFLOORING SHALL BE
3/4" THICK TONGUE AND GROOVE, AND SHALL BE GLLED TO FLOOR JOISTS WITH AN PL400 ADHESIVE PRIOR TO NAILING. ROOF SHEATHING SHALL BE 5/8" THICK
AND WALL SHEATHING SHALL BE 1/2" THICK.
9. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY, AND WHEREVER WOOD IS WITHIN 6" OF FINISHED GRADE OR PART OF OPEN DECK
CONSTRUCTION, SHALL BE PRESSURE TREATED.
10. ALL METAL CONNECTORS INCLUDING JOIST AND BEAM HANGERS AND COLUMN CAP AND BASES SHALL BE BY SIMPSON STRONG -TIE CORP. THE CONTRACTOR
SHALL STRICTLY ADHERE TO MANUFACTURER'S FASTENING REQUIREMENTS. CONTRACTOR TO VERIFY ALL CONNECTOR SIZES TO FRAMING ELEMENTS BEFORE
ORDERING.
11. UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS, HEADERS AND BEAMS SHALL BE SUPPORTED BY AT LEAST ONE JACK STUD AND ONE KING STUD.
12. MEMBERS WITHIN BUILT-UP BEAMS, WHETHER MADE OF SAWN OR ENGINEERED LUMBER. SHALL ONLY BE SPLICED OVER SUPPORTS.
13. PROVIDE SIMPSON H8 HURRICANE TIES BETWEEN EACH RAFTER BOTTOM AND ITS BEARING POINT.
14. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE THE NEED FOR CUT, BORED OR NOTCHED IN FRAMING LUMBER,
STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN THE BUILDING CODE WITHOUT WRITTEN
APPROVAL FROM THE ENGINEER.
15. AT WOOD POSTS LANDING ON FLOOR DECK, PROVIDE SOLID VERTICAL WOOD BLOCKING WITHIN DECK SANDWICH TO LINK UPPER POST WITH LOWER SUPPORT.
BLOCKING TO MATCH UPPER POST SIZE.
16. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH A MINIMUM OF 2-1/2" BOLTS AT 16" ON CENTER OR 3-1/4" o SELF TAPPING LAG
SCREWS AT 16" ON CENTER, ALTERNATING INSERTION SIDES, FOLLOW MANUF. SPECS, UNLESS NOTED OTHERWISE ON DRAWING.
17. IN ADDITION TO THE FLOOR JOIST SHOWN IN THE PLANS, CONTRACTOR SHALL INSTALL DOUBLE JOISTS UNDER ALL PARTITIONS WALLS RUNNING PARALLEL TO THE
DIRECTION OF FRAMING.
18. MINIMUM BEAM BEARING TO BE 3 INCHES UNLESS NOTED OTHERWISE ON PLAN.
POST -INSTALLED ANCHORS INTO CONCRETE AND MASONRY
1. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS.
2. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN
PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANCHORS.
3. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES
SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER SPRINTED INSTALLATION INSTRUCTIONS
(MPII).
4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW SHALL BE SUBMITTED BY THE
CONTRACTOR TO THE ENGINEER.
5. FOR ANCHORING INTO CRACKED AND UNCRACKED CONCRETE
a. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ACI 355.2 AND/OR ICC-ES AC193 FOR
CRACKED AND UNCRACKED CONCRETE. PRE -APPROVED PRODUCTS INCLUDE:
1. SIMPSON STRONG -TIE "TITEN HD" (ICC-ES ESR-2713)
b. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ACI 355.4 AND ICC-ES AC308 FOR CRACKED
AND UNCRACKED CONCRETE. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21
DAYS. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION. ACI 355.4 TEMPERATURE CATEGORY 'B' ASSUMED IN
DESIGN. PRIOR TO INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL OR UPWARDLY INCLINED ORIENTATIONS
RESISTING SUSTAINED TENSION LOADS, INSTALLERS ARE REQUIRED TO BE CERTIFIED IN ACCORDANCE WITH THE
ACl/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM AND MUST BE CONTINUOUSLY INSPECTED. PRE -
APPROVED PRODUCTS INCLUDE:
1. THREADED ROD & REBAR AS ANCHOR ELEMENTS -SIMPSON STRONG -TIE "AT-XP" (IAPMO-UES ER-263)
2. POST -INSTALLED REINFORCING BARS USING THE ACI 318 DEVELOPMENT LENGTH PROVISION -SIMPSON STRONG -
TIE "SET-XP" (ICC-ES ESR-2508)
STRUCTURAL STEEL
1. STRUCTURAL STEEL WORK SHALL CONFORM TO THE .AMERICAN INSTITUTE OF STEEL CONSTRIUCTION, " MANUAL OF
STEEL CONSTRUCTION", 14TH EDITION ASD .
2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION "CODE OF STANDARD PRACTICE FOR STEEL BUILDING
3. STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING: UNLESS NOTED OTHERWISE: ASTM A992
GRADE 50 (FY = 50 KSI)
4. FIELD CUTTING OF STRUCTURAL STEEL OR ANY FIELD MODIFICATIONS OF STRUCTURAL STEEL SHALL NOT BE MADE
WITHOUT PRIOR WRITTEN APPROVAL BY THE CONSTRUCTION MANAGER FOR EACH SPECIFIC CASE.
5. STRUCTURAL STEEL SHALL BE PAINTED IN THE SHOP WITH ONE COAT OF PRIMER.
6. NO CUTTING OF OR OPENINGS THROUGH STEEL WILL BE PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER
CONCRETE
1. ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITION OF ACI-318, "BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE".
2. CONCRETE SHALL BE NORMAL WEIGHT, WITH A SAND AND GRAVEL AGGREGATE, TYPE I OR TYPE II PORTLAND CEMENT AND
HAVING A MINIMUM COMPRESSIVE STRENGTH (fc) IN 28 DAYS AS FOLLOWS UNLESS INDICATED ON PLANS
FOOTINGS............................................................ 4000 PSI (NORMAL WT.)
BASEMENT WALLS & PIERS ............................... 3000 PSI (NORMAL WT.)
INTERIOR SLABS ................................................. 4000 PSI (NORMAL WT.)
EXTERIOR SLABS EXPOSED TO WEATHER ..... 4000 PSI (NORMAL WT.)
CONCRETE NOT OTHERWISE SPECIFIED ........ 3000 PSI (NORMAL WT.)
3. MAXIMUM DENSITY OF NORMAL WEIGHT CONCRETE S-iALL BE 150 POUNDS PER CUBIC FOOT, MAXIMUM DENSITY OF LIGHT
WEIGHT CONCRETE SHALL BE 110 POUNDS PER CUBIC; FOOT
4. REINFORCING STEEL: TYPICAL - ASTM A615, GRADE 60. FIELD BENT - ASTM A615, GRADE 40 WELDED WIRE FABRIC - ASTM
A185.
5. ALL CONCRETE EXPOSED TO THE WEATHER OR POSSIBLE FREEZE/THAW ACTION SHALL CONTAIN 6% AIR ENTRAINMENT
ADMIXTURE.
6. ALL CONCRETE SHALL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS, EXCEPT WHERE SPECIFICALLY NOTED.
VERTICAL CONSTRUCTION JOINTS AND STOPS IN SHORED CONCRETE WORK SHALL BE MADE AT MIDSPAN. HORIZONTAL
REINFORCEMENT SHALL BE CONTINUOUS THROUGH VERTICAL CONSTRUCTION JOINTS.
7. ALL KEYS SHALL BE 2"X4" (NOMINAL) UNLESS OTHERWISE SHOWN ON THE DRAWINGS,
8. REFER TO THE ARCHITECTURAL DRAWINGS FOR CONCRETE FINISHES.WHERE FINISH IS NOT SPECIFIED, CONFORM TO
REQUIREMENTS OF ACI 301- SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.
9. SEE ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW OPENINGS, DRIPS,WASHES, REGLETS, CONCRETE FINISHES,
MASONRY ANCHORS, AND FOR MISCELLANEOUS EMBEDDED PLATES, BOLTS, ANCHORS, ANGLES, ETC.
10. THE PLACEMENT OF SLEEVES, OUTLET BOXES, BOX -OUTS, ANCHORS, ETC.,FOR THE MECHANICAL, ELECTRICAL, AND
PLUMBING TRADES IS THE RESPONSIBILITY OF THE TRADE INVOLVED. HOWEVER, ANY BOX -OUTS NOT COVERED BY TYPICAL
DETAILS IN THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED FOR APPROVAL.
11. UNLESS OTHERWISE NOTE, COVER TO REINFORCING BARS SHALL AS INDICATED BELOW.
12. CONCRETE CAST AGAINST AND PERMANENTLY IN CONTACT WITH EARTH..............................................................31,
13. CONCRETE IN CONTACT WITH EARTH OR WEATHER.....................................................................................................2"
14. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH, FOR SLABS, WALLS & BEAMS ........ 11/2"
DESIGN LOADS PER MASSACHUSETTS STATE BUILDING C JDE - 9TH EDITION PLUS AMENDMENTS
LIVE LOADS
ROOF GROUND SNOW LOAD 40 PSF
ALL OTHER AREAS: 40 PSF
WIND LOADS
140 MPH (ULT) , EXPOSURE B, RISK CAT II
DEAD LOAD
Now
ARCHITECTS,INC.
6 WILKINS DRIVE: SUITE 21 0
PLAINVILLE, MA 02762 50B-B09-3509
�H OF MASs�
-4
TIMOTHY D.
o IVAN -+
No.56321 q
MhSULLIVAN
STRUCTURES, LLC
Consulting Structural Engineering and Design
Tim Sullivan, P.E.
617-733-7765
ALL CONSTRUCTION SHALL
COMPLY WITH THE FOLLOWING:
1 . 2015 INTERNATIONAL RESIDENTIAL CODE
FOR ONE AND TWO FAMILY DWELLINGS.
2. 780 CMR 51.00 - MASS. AMENDMENTS TO
THE INTERNATIONAL RESIDENTIAL CODE.
3. WFCM: WOOD FRAME CONSTRUCTION
MANUAL FOR ONE AND TWO FAMILY
DWELLINGS. 2001 EDITION.
4. WFCM: WOOD FRAME CONSTRUCTION
MANUAL: GUIDE TO WOOD CONSTRUCTION
IN HIGH WIND AREAS FOR ONE AND TWO
FAMILY DWELLINGS.
5. PRESCRIPTIVE RESIDENTIAL WOOD DECK
CONSTRUCTION GUIDE (BASED ON THE
2015 INTERNATIONAL RESIDENTIAL CODE)
RUHAN
YARMOUTH, MA
BRENDON RUHAN
GENERAL NOTES
Q
Date
Revisions
1
2
3
4
5
6
7
PERMIT SET
Scale:
Date:
2023-1-12
Drawn By:
T.WALLACE
Checked By:
C.MITCHELL
Job Number:
21230
Drawing:
FLOORS: 25 PSF
ROOFS: 20 PSF
LEGEND
""
G/IJIIIYV VVI\IVVf�
X 99.1
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
C.O.
PROPOSED CLEAN —OUT
TH1
Y
TEST HOLE
2�
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
O
12--056
ZONING SUMMARY
ZONING DISTRICT: RS-40
DISTRICT
REQUIRED:
EXISTING:
PROPOSED:
MIN.
LOT SIZE
40,000 S.F.
46,547 S.F.f
46,547 S.F.f
MIN.
LOT FRONTAGE
150'
132'f
132'f
MIN.
FRONT SETBACK
30'
112.4'
MIN.
SIDE SETBACK
20'
4.8'
4.8'
MIN.
REAR SETBACK
20'
—
—
MAX.
BUILDING COVERAGE
25%
9.6%
11.5%
MAX.
BUILDING HEIGHT
35'
1
NOTES
1. DATUM IS NAVD88
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
4. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE
WITH TOWN.
5. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS.
6. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO
DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES.
U
DATE DANIEL A. OJALA, P.E., P.L.S.
`1
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 34 PARCEL 297
SITE IS NOT IN A ZONE 2
PLAN
OF
#168 SOUTH STREET
SOUTH YARMOUTH
PREPARED FOR
TOM RUHAN
JANUARY 19, 2023
Scale:1 "= 20'
0 10 20 30 40 50 FEET
off 508-362-4541
fax 508-362-9880
downcape.com
down cape engkeeriag, iac,
civil engineers
land surveyors
939 Main Street ( R to 6A)
YARMOU THPOR T MA 02675
U
>2-056ti