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CONSTRUCTION MANAGER
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BOUCHER & ASSOCIATES, INC. RIVERMOOR ENGINEERING, LLC
CIVIL ENGINEER STRUCTURAL ENGINEER
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ARCHITECTURAL SYMBOLS
SECTION DESIGNATORS
LINE TYPES
SIM
CONTRACT LIMIT
1 SIM 1
-AT-fr
A101 BUILDING WALL A101
- - - - - - - - - -
SECTION SECTION
71�
SECTION IDENTIFICATION
-21-'
SHEET NO. WHERE DRAWN
m ELEV.
SECON�p
DETAIL / SECTION
- - - - - -
SIM
1
... ,. . :::... .. ..:. .
A101
DETAIL OR SECTION IDENTIFICATION
SHEET NO. WHERE DETAIL OR SECTION IS DRAWN
`
OF
AREA OF
�-
1
A10
BUILDING ELEVATION
_________________________________
1 ELEVATION
A101
SHEET NO. WHERE
ROOM
ROOM
ROOM ELEVATION
U 1--MiMin
150 SF - room
N ELEVATION
SHEET NUMBER WHERE DRAWN
A3111
(NO ARROW MEANS THE ELEVATION
IS NOT SHOWN)
DOOR
MATERIALS
CONTRACT LIMIT LINE
ACOUSTIC TILE
OR PANEL
MATCHLINE
(LARGE SCALE)
NEW OR FINISHED
CONTOURS
O
ACUSTIC TILE
OR PANEL
EXISTINGCONTOURS
FINISH FLOOR ELEVATION
N PLANS, ELEVATIONS,
ALUMINU
AND SECTIONS
A
CENTERLINE
NEW CONSTRUCTION
BRICK
(common or face)
EXISTING TO REMAIN
EXISTING TO BE DEMOLISHED CARPET
(LARGE SCALE)
EXISTING DOOR TO REMAIN
EARTH
EXISTING DOOR &FRAME
TO BE DEMOLISHED
CONTINUOUS AIR BARRIER
GRAVEL
GROUT &MORTAR
GYPSUM BOARD,
PLASTER, SAND
the door number
matches the room hinge
entered number (ie.
C 101). the second door latch
entering a Within the
COLUMN room is denoted 101A,
and IkeMse the third
_ door is denoted 101 B,
3.1 I and so on. DOOR ELEVATION
LO I
sidelight (part of door assembly)
f `! REVISION
22 (CLOUD AROUND ALL REVISIONS) bonowed liight(BL)(sequentwlnumber)
53A1 L partition type (see dwg
ABBREVIATIONS
4 At Eq. Equal O.C. On Center (s)
A.C. A'r Conditioning Equip. Equipment O.H. Overhead
A.F.F. Above Finished Floor Ex Existing O.P. Overflow Pipe
Acoust. Acoustic, Acoustical Exh. Exhaust Op. Sim. Opposite Similar
Adj. Adjustable Exp. Jt Expansion Joint Opp Hnd. Opposite Hand
Alum. Aluminum Ed. Exterior P.T. Pressure Treated
Anod. Anodized F.H. Full Height P1. Plate
Approx. Approximate F.O.B. Face of Block / Brick Plain. Plastic Laminated
Arch. Architect(urd) F.O.C. Face of Convector Plywd. Plywood
Aux. Auxiliary F.O.W. Face of Wall Ptd. Painted
Bd. Board F.P. Fireproof, Freproofing R. Radius
Bldg. Building F.R. fie Rated R.D. Roof Drain
Blk. Block (s) Fd. Floor Drain/ Fred Dimension R.O. Rough Opening
Blkg. Blocking Fdtn. Foundation Rod. Radius
Bar. Bottom Fin. Finish, Finished Ref./REfl. Reflected
C.B. Chalk Board Fix. Fixture Reinf. Reinforce (d) ring)
C.D. Ceiling Diffuser FL/Fir. Floor Req'd. Required
C.H. Cabinet Heater FBhg. Flashing Rm. Room
C.J. Control Joint Fig. Footing S. South
C.L. Center Line G.C. General Contractor Sch. Schedule
C.O. Cased Opening Ga. Gauge Sim. Simla to
C.R. Ceiling Register Galy. Galvanized Spec. Specification
C.W. Cold Water GI. Glass Spr. Sprinkler
Cab. Cabinet Gr. Grade St./Sfi. Stainless Steel
Cem. Cement GWB./GYP TO. Gypsum Wall Board Stl. Steel
Clg. Ceiling H.C. Handicapped Star. Storage
Clcs, CL Closet H.M. Hollow Metal Str. Structural, Structwe
Ck Cleo H.VA.C. Heat, Vent., & Air Cond. Susp. Suspended
CMU Concrete Masony Unit Ha. Horizontal T.G. Tempered Glass
Col. Column Ht. Height T.O.C. Top of Concrete
Coo. Concrete Incl. Include (d) ring) T.O.S. Top of Steel
Comet. Construction Insul. Insulation Tel. Telephone
Cont. Continuous Int. Interior Temp. Tempered
Corr. Corridor Jan. CI./J.C. Janitors Closet Thk. Thickness
D./DN. Doom it Joint Toil. Toilet
D.F. Drinking Fountain Lam Laminate Trans. Transformer
D.M.B. Dry Maker Board Lay. Lavatory Typ. Typical
Det. Detail Lbs. Pounds U. Up
Dia. Diameter Ldr. Leader U.L Underwriters Laboratories
Diag. Diagonal M.O. Masonry Opening U.N.O. Unless Noted Othervrise
Dim. Dimension Mail. Material V.I.F. Verify in Field
Dfsp. Dispenser Max. Maximum VCT Vinyl Composition Tile
DP. Dampproofing Mech. Mechanical Vert. Vertical
Dag. DraW ng Mfg. Manufacturer Vest. Vestibule
E. East Min. Minimum W. West
E.O.D. Edge of (Roof) Deck MB. Metal W.C. Water Closet
E.O.S. Edge of Slab N. North W.W.F. Welded Wire Fabric
Ea. Each N.I.C. Not In Contract W/,W/O With, Without
El. Elevation (Feet & Inches) N.T.S. Not To Scale WD Wood
Elect. Elecric, Electrical No. a # Number
Elev. Elevator Nom. Nominal
INSULATION
(LOOSE OR
BATTING)
INSULATION
(BOARD)
INSULATION
(SPRAY)
CONCRET
CONCRETE
MASONRY
UNIT
PARTICLE
BOARD
PRE -MOLDED
FILLER
ROCK
STEEL
(LARGE SCALE)
--
PLYWOOD
(LARGE SCALE)
-
WOOD
(FINISHED)
WOOD
(ENGINEERED
LUMBER)
WOOD (ROUGH
FRAMING,
CONTINUOUS
MEMBERS)
WOOD
(BLOCKING,
INTERMITTENT
MEMBERS)
"
NEW
CONSTRUCTION/
STRUCTURE
GENERAL PROJECT NOTES:
1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED,WORKMANSHIP, AND MEANS AND METHODS OF
CONSTRUCTION SHALL CONFPRM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING
CODE AND THE APPLICABLE C'TY OR TOWNSHIP AND GENERAL CONDITIONS PER OWNER/CONTRACTOR AGREEMENT
DOCUMENTS.
2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE
OWNER AND THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE
GOVERNING AGENCIES AND BE RESPONSIBLE FOR OBTAINING AND COORDINATING ALL PERMITS AND ASSOCIATED FEES.
3. THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH THE
INFORMATION SHOWN ON THE DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECTS FOR RESOLUTIONS PRIOR TO COMMENCEMENT OF ANY WORK. NO ALLOWANCES WILL
SUBSEQUENTLY BE MADE ON B[HALF OF THE ARCHITECT FOR ANY ADDITIONAL EXPENSES WHICH ARE INCURRED DUE TO
NEGLECT OR WHICH COULD HAVE BEEN REASONABLE FORESEEN BY PRIOR INSPECTION OF EXISTING CONDITIONS.
4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES
TO THE ARCHITECT FOR RESOLUTION.
S. DRAWINGS INDICATE LOCATION, DIMENSIONS. REFERENCE AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS
NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE
INCLUDED AS IF THEY WHERE INDICATED IN THE DRAWINGS. FOR CONDITIONS) NOT ILLUSTRATED, NOTIFY ARCHITECT FOR
CLARIFICATION AND/OR SIMILAR DETAIL.
6. WHEN THE SCOPE OF WORK INCLUDES ALTERATION TO EXISTING FACILITIES. WORK WHICH IS OBVIOUSLY REQUIRED TO BE
PERFORMED OR IS OBVIOUSLY NEEDED TO PROVIDE A COMPLETE AND FINISHED PRODUCT WITHIN THE SCOPE OF WORK
BUT WHICH IS NOT SPECIFICALLY INCLUDED ON THE CONTRACT DOCUMENTS, SHALL BE PERFORMED BY THE CONTRACTOR
AND BE INCLUDED ON THE BID. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY OWNER TO
INSURE PROPER QUANTITY, THAT ITEMS ARE DEFECT FREE AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR
INSTALLATION, WHICH MAY INCLUDE WALL BLOCKING, SHIMMING,. ETC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE ALL ITEMS SUPPLIED BY THE OWNER'S VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE IN
ACCORDANCE WITH THE SPECIFICATIONS, HEREIN, UNLESS OTHERWISE NOTED. ANY DAMAGED ITEMS OR DISCREPANCIES
BETWEEN MATERIALS SPECIFIED AND MATERIALS SHIPPED SHALL BE REPORTED TO THE ARCHITECT PROMPTLY.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS OF MATERIALS AND
FINISHES WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTIES AFFECTED BY CONTRACTORS
OPERATIONS. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING FOR STRUCTURAL OR REMOVAL
TASKS. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE
EXECUTION OF THE WORK. ANY EXISTING MATERIALS AT THE CONTRACTOR'S OWN COSTS, TIME AND EXPENSES.
8. THE CONTRACTOR SHALL DO ALL CUTTING,CHASING, CORE DRILLING, PATCHING AND REPAIRING AS REQUIRED TO
PERFORM ALL THE WORK THAT MAY BE INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO
COMPLETE THE JOB. PATCHING SHALL MATCH ADJACENT SYSTEMS, MATERIALS AND FINISHES, UNLESS OTHERWISE NOTED.
9. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND
EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND
THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK AND SHALL CARRY ALL REQUIRED CERTIFICATIONS AND
ACCREDITATIONS REQUIRED TO PERFORM HIS/HER WORK. ALL WORK SHALL BE PERFORMED BY DULY LICENSED AND
INSURED PROFESSIONALS AND AS REQUIRED BY STATE AND LOCAL GOVERNMENTS FOR REACH APPLICABLE TRADE,
(PLUMBING, ELECTRICAL, MECHANICAL, ETC) WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED INSPECTIONS AND SIGN -
OFFS.
70. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUB-CONTRACTORSNENDORS
AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING THEIR WORK AND SHALL
BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE INFORMATION OCCURS ON THE DRAWINGS,
OR IN THE DRAWING SET.
it. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL DIMENSIONS
REQUIRED FOR OTHER TRADES. GENERAL CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR
COORDINATION OF THEIR WORK WITH THE WORK OF OTHERS AND SHALL VERIFY THAT ANY WORK RELATING TO THEM,
WHICH MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING WORK.
12. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES AND
EQUIPMENT. AND FOR ALL HANGING FIXTURES, BLINDS, CLOUDS, TRACKS, ETC.
13. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS
AND/OR RECOMMENDATIONS AND SHALL PROVIDE ANY AND ALL PARTS, ACCESSORIES, EQUIPMENT, PIECES, WIRING, ETC
AS RECOMMENDED AS NEEDS FOR A FULL FUNCTIONING SYSTEM.
14. CONTRACTOR SHALL, AT ALL TIMES DURING THE COURSE OF THE CONSTRUCTION, KEEP ADJOINING PREMISES, INCLUDING
STREETS AND OTHER AREAS ASSIGNED TO OR USED BY THE CONTRACTOR. FREE FROM ACCUMULATION OF WASTE
MATERIALS AND RUBBISH CAUSED BY CONTRACTORS EMPLOYEES, SUB -CONTRACTORS, VENDORS OR THEIR WORK.
MINIMUM 75% OF ALL CONSTRUCTION WASTE PRE AND DURING CONSTRUCTION AND INCLUDING ANY/ALL DEMOLITION
THAT IS NOT SALVAGED. SHALL BE RECYCLED. IN ACCORDANCE TO ALL STATE LOCAL AND ENVIRONMENTAL POLICIES.
15. CONTRACTOR SHALL ASSIST IN DELIVERY AND STORAGE OF OWNER SUPPLIED ITEMS, AND DISPOSE OF ANY RESULTING
TRASH.
16. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION; SHALL SUBMIT ACTUAL SAMPLES
OF MATERIALS AND COLOR/FINISHES FOR ARCHITECT APPROVAL ON ANY DEVIATION/SUBSTITUTION FROM THE
SPECIFICATION AND CONTRACT DRAWINGS; SHALL PROVIDE, COORDINATE AND ISSUE PRODUCT SUBMITTALS ON ALL OR
MOST PROJECT PRODUCTS TO ARCHITECT FOR APPROVAL.
17. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR PROJECT CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATE
ALL STANDARD GUARANTIES AND WARRANTEES AND ORIGINALS OF ALL APPLICABLE CERTIFICATE OF TESTING, INSPECTION,
TEMPORARY FINAL CERTIFICATE OF OCCUPANCY, COORDINATE WITH OWNER.
18. CONTRACTOR TO VERIFY ALL QUANTITIES IN THE CONTRACT DOCUMENTS. ANY QUANTITIES, AREAS (PERIMETER, GROSS,
NET, F, YARDS, ETC) AND TAKE -OFFS ARE THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING THE AREAS AND QUANTITIES
NOTED IN THIS CONTRACT SET AND ASSOCIATED DOCUMENTS (WHICH SHALL BE OWNED AND VERIFIED BY THE
CONTRACTOR).
19. CLEANING: CONTRACTOR SHALL BE RESPONSIBLE FOR A THOROUGH, PROFESSIONAL CLEANING OF THE ENTIRE FACILITY
INSIDE AND OUT. PRIOR TO OWNER TAKEOVER DATE. ALL EXPOSED HORIZONTAL AND VERTICAL SURFACES INCLUDING, BUT
NOT LIMITED TO, THE FOLLOWING, MUST BE WIPED CLEAN AND FREE OF DUST AND DEBRIS; WALLS, EXPOSED STRUCTURAL
MEMBERS, STAIRS AND RAILINGS, CABINETRY, ALL FLOOR AND COUNTERTOPS, FIXTURES, GLASS SILLS/JAMBS, CASEBOOKS,
FINISHES, ETC. ALL FLOORS MOPED CLEAN, CARPETING VACUUMED, TILES CLEANED AND LAWN MOWED (IF APPLICABLE)
20. CONTRACTOR TO PROVIDE COPIES OF AS -BUILT INFORMATION, OPERATION AND MAINTENANCE (O&M) MANUALS
INCLUDING ALL PRODUCT GUARANTIES AND WARRANTIES.
21. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PROVIDE PRODUCT TRAINING ON ALL INSTALLED SYSTEMS TO
OWNER OR FACILITIES GROUP REPRESENTATIVES.
22. CONTRACTOR TO KEEP A SET OF THE MOST CURRENT DRAWINGS, SKETCHES AND RFTS ON SITE AT ALL TIMES.
23. DO NOT SCALE DRAWINGS- WRITTEN DIMENSIONS TAKE PRECEDENT OVER GRAPHIC REPRESENTATION. DETAIL DIMENSIONS
TAKE PRECEDENT OVER LARGER PLAN/SECTIONAL DIMENSIONS. ANY INCONSISTENCY AND/OR CONFLICTING DIMENSIONS
SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY FOR CLARIFICATION. CONTRACTOR SHALL NOT AT ANY
TIME SCALE DIMENSIONS OR ELEMENTS OFF DRAWINGS. PLEASE CONTACT ARCHITECT FOR DIMENSION IN QUESTION.
24. IF THERE ARE ANY CONFLICTING INFORMATION OR NOTES ON THE DRAWINGS. THEN THE CONSULTANT'S DRAWINGS SHALL
SUPERSEDE/GOVERN. DETAIL DRAWINGS AND WRITTEN SPECIFICATIONS SHALL SUPERSEDE/GOVERN OVER LARGER
SCALED DRAWINGS. CONTACT ARCHITECT PROMPTLY OF ANY SAID CONFLICTS If FURTHER CLARIFICATIONS WARRANTED.
25. ALL WOOD (TRIM, FLAT STOCK & PROFILES, CAPS, SIDING ETC.) SHALL BE FULLY PRIMED (ALL SURFACES), ESPECIALLY END
GRAIN. THIS SHALL INCLUDE ALL FACES THAT HAVE BEEN CUT, TRIMMED, PLANED, SANDED. FILLED, ETC. FOR INSTALLATION.
26. IF CORNER BOARDS OR ANY OTHER EXTERIOR TRIM ARE PREFRABRICATED ON OR OFF SITEALL SURFACES SHALL BE PRIMED
AS NOTED ABOVE. THIS SHALL APPLY TO PRE -CASED AND PRE -MULLED WINDOWS THAT ARRIVE ON SITE READY FOR
INSTALLATION.
27. ALL "WALL" FLASHING SHALL BE COPPER AND SHALL BE FULLY INSTALLED PRIOR TO THE INSTALLATION OF'HOME-SLICKER"
(SIDEWALL RAINSCREEN MEMBRANE). FLASHING SHALL BE INSTALLED AT ALL WINDOWS, DOORS, WATER TABLES, VENEERS
AND AT ANY HORIZONTAL WOOD TRIM (OR SEAMS) WHERE THE TOP IS EXPOSED TO THE WEATHER.
28. CONTRACTOR SHALL INSTALL GRACE"VYCOR"SELF ADHERING FLASHING AT ALL DOORS AND WINDOWS AS PER
MANUFACTURERS RECOMMENDATIONS. PLEASE REFER TO THE WEB SITE: WWW.NA.GRACECONSTRUCTION.COM
29. CONTRACTOR SHALL INSTALL"HOMESLICKER' BEHIND ALL WOOD SIDING AS PER MANUFACTURER'S RECOMMENDATIONS.
PLEASE REFER TO WEB SITE: W W W.OBDYKE.COM
DRAWING LIST
GENERAL
MC-VERSHEET
DRAWING LIST &GENERAL NOTES
G002 BIRD'S EYE VIEWS
G003 JGROUNDVIEWS
SITE PLANS
SPI01 SITE CONCEPT PLAN
ARCHITECTURAL
AI01 1 FIRST FLOOR ,
A102 ISECONDFLOOR
A202 SECOND FLOOR RCP
A301 NORTH ELEVATION
A302 I EAST ELEVATION
A303 ISOUTH ELEVATION
REGIONAL LOCUS
�tEafD,c9�y
O
a Z ti
ss b
PROPOSED
PARKER
RESIDENCE
MISHAUM POINT RD.
DARTMOUTH MA
02748
DSK IDewing Schmid Kearns
ARCHITECTS ♦ PLANNERS
Suite 200E
30 Monument Square
Concord, MA 01742
978.371.7500
280 Elm Street
South Dartmouth
MA 02748
www.dskap.com
PERMIT SET
AUGUST 16TH 2O19
REVISION
TO
TITLES:
DRAWING LIST &
GENERAL NOTES
V
0/16/19
CALE As indicated
JOBNO. 01863.00
V oo l
DATEDRAWN
1
A304
le-('
2 1 A301 ,
A402 A401 A402
9'-0' �'_p 9'-0' 5-10'
DECK ROUGH ABOVE'
7-8' 3-6' 7-10' 7'-117/8' 17-0' 8'-01/Er 7-10 3'-6' 7-8'
M.O. C M.O.
10't 10' - 4' yl 4' - 5' L - 5"
DECK ROUGH FRAME ABOVE
SONOTUBES PER
STRUCT. DWGS. --- ---------
UNDER CORNER POSTS
OF ENTRY DECK ABOVE
CORRUGATED METAL
I < 3 WINDOW WELLSTYP.
iv b (2 A402 SONOTUBES PER STRUCT. DWGS.
a UNDER CORNER POSTS
U OF ENTRY DECK ABOVE
1/2"
J 22-1I/4 n n 31/2'
b
N
3I/7
'vw
ry w w ..I
O
UP
071/2' BASEMENT HALL aoa., m
003 �1.{' ;o A =
&
== - ----
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2a6 WALL TO _ b
HIDE DROP BEAM — ----J -�'+
I
i( FACE OF CONCRETE
STORAGE ao
® I� Y COLUMNS EVE w
} EVERY 6'-0" MAX.
' 1 SUPPORTING 1r
v{_ BEARING LINE ABOVE b
REC ROOM '{: SEE STRUCTURAL DWGS.
002
{ 81THICK CONCRETE
22'-Q"X 18'-0" b..sI WALLS AT BULKHEAD
i ...1: W/SITE-BUILT PT STAIR
I
o
Q � n
GAP FOR A Q 004 U
WASTE -LINE PATH M O it n
d
i
bj -
I
I
I
I
I
SONOTUBES PER STRUCT. DWGS. I
UNDER POSTS ABOVE
AND -/- EVERY 8'-0'
I I
L- - - - - - - - - - - - - - - - - - - - - - -
16'-113/4- 6 /8' S'-b Ill 6'-8" 9'-3' 9'-3'
67-0'
44'-01/4'
DECK ROUGH FRAME ABOVE
4-B'-0'VIF
BULKHEAD
NOTE:
ALL DIMENSIONS TO FACE OF STUD
OR FACE OF FOUNDATION
UNLESS NOTED OTHERWISE
BASEMENT- BUILDING PLAN
\�SERED,iR
7a
z,s �3
11, 0, M>56PC'
PROPOSED
PARKER
RESIDENCE
MISHAUM POINT RD.
DARTMOUTH MA
02748
DSK IDewing Schmid Kearns
ARCHnECTS+PLANNERS
TITL
Suite 200B
30 Monument Square
Concord, MA 01742
978.371.7500
280 Elm Street
South Dartmouth
MA 02748
www.dskap.com
PERMIT SET
AUGUST 16TH 2O19
REVISION
PLANS:
BASEMENT PLAN
08/16/19
NO. 01863.D0 'N` I 00
WIN BY JRM
`
`
` . A.
\
D.
AU
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\
/ .
'IL
/ /
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/ (� /
' \ /
/ |WOOD
~.~ / \ �
PROPOSED
9o'& STEPSENTR� DECK
/ |W
PARKER
` ` / / /RESIDENCE
/ ` `
/
/
/
.
/
OA
-
/
' MUDROOM
/
/ / / / / /MISHAUM POINT RD.
/
DARTMOUTH MA
/ 02748
�
� ---~-
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/ � � T
/
DININGLIVING
�W �o|
.KITC1L4
' /ARCHITECTS
DSK Dewing Schmid Kearns
'
/
+ PLANNERS
/ /
/
l /Suite
200B
/
/
MA 01742
/Concord,
��
/
` ' / /280
Elm Street
/
South Dartmouth
02748
|MA
INDOW SEAT
T
i `-----'_--_-------_—'---'
rExw// SET
. !REARIDECK
AUGUST /mnonv
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—_-------------'—
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ME
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AREA (FINISHED)
BASEMENT FINISH 656 SF
1ST FL FINISH 1785 SF
/ .-_
NO.,
DATE,
REVISION
IBY
FNQ
PLANS:
'
,IST
NOTED C
A1��1
��||J|01863.00
FL FINISH
1785 SF
SCALEUNLESS
FIRST DRAWN BY JRM
2 1 1
A402 A401 P.�1 A402
67-0'
16'-0' 9'-0' 29-0' 91-0'
11'-11' a-1' 7-0' 4'-91/7' 7-21/2" 6-0' 4- 4'-107/Er 3'-1 3'-1- 4'-107/8' � 6'-01/4" -21/7 4'-91/2'
DORMER DORMER
DORMER
l01/T� 6'-T �-101/T
A A F G G G F
I � I
1
A303
OF STUD BELOW
KITCHEN VENT -
HOOD DUCT PATH
UP TO REAR ROOF
W/INLINE BLOWER
I
I
Fo
I
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Qy D. �.
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.ass
51 OF 10
d�
PROPOSED
PARKER
RESIDENCE
MISHAUM POINT RD.
DARTMOUTH MA
02748
1
A302
DSK
Dewing Schmid Kearns
ARCHITECTS + PLANNERS
Suite 200E
30 Monument Square
Concord, MA 01742
978.371.7500
280 Elm Street
South Dartmouth
MA 02748
www.dskap.com
PERMIT SET
AUGUST 16TH 2O19
NO I DATE I ISSUED TO BY
T1TL
PLANS:
SECOND FLOOR
NOTE' DATE 08/16/19
ALL DIMENSIONS TO FACE Of STUD A 102
UNLESS NOTED OTHERWISE SCALE im, 1'-0"
JOB NO. 01863.00
SECOND FLOOR- BUILDING PLAN DRAWN BY JRM
1
ELECTRICAL LEGEND
LL� - - -
SYMBOL
FDEFINITION
-
SYMBOL
DEFINITION
SYMBOL
DEFINITION
switch
�e.xpe cor
Qcr�
ground fault interrupter outlet
junction box
away switch
Q
weatherproof outlet
®
electric panel
1 way switch
(gyp
spp��prcrpose outlet
�
electric subpanel
rla
D
dimmer switch
Qzu
21 vouTlei
®,b u!a 1-,fto r .r.l
�
telephone lack
garage door switch
duplex outlet w/ switched leg
g>-
data jack (cat6 ethernet)
wireless switch
;J ..
weatherproof floor outlet w/recessed plug
r�
I�
cable T.v. jack
jamb switch
1�
brass floor outlet with recessed plug
0
t
hvac ThemrostaT
..ay ma�rom�:nr
•.a=th=
ht(eo ou)
Q
duplex outlet
_m �r nsa.rtl
�rM
door bell
heat detector
Q
duplex outlet
a.r.r.
door bell chime
Q
smoke detector
quad outlet
$
speaker
combo. smoke / carbon detect
❑ ❑ ❑
❑ ❑ ❑
BASEMENT - RCP
A200 1 /4" = V-9' o®
��S�aEDagGH
D. 1
0 a
xss »
r erar3r'
PROPOSED
PARKER
RESIDENCE
MISHAUM POINT RD.
DARTMOUTH MA
02748
DSK IDewing Schmid Kearns
ARCHITECTS * PLANNERS
TITL
Suite 200E
30 Monument Square
Concord, MA 01742
978.371.7500
280 Elm Street
South Dartmouth
MA 02748
www.dskap.com
PERMIT SET
AUGUST 16TH 2O19
REVISION
RCPs:
BASEMENT RCP
DATE 08/16/19
JOB NO. 01863.00 L
DRAWN BY JRM
ELECTRICAL LEGEND
SYMBOL
DEFINITION
SYMBOL
DEFINITION
------- ---
SYMBOL
DEFINITION
$
switch
cn
ground fault interrupter outlet
❑
junction box
3 way switch
weatherproof outlet
-EP
electric panel
4 way switch
special purpose outlet-
sp
electric sub -panel
dimmer switch
W25
215-vourtlet
WIL
t.lephonejack
garage door switch
W
duplex outlet wl switched leg
g>—
-- - - — -
data jack (cat6 ethernet)
- — ---------- -----
wireless switch
weatherproof floor outletw/recessed plug.
>IY-
cable I- jack
- - --------
jamb —itch
brass floor outlet with recessed plug
- - - - - --
- ------ -
--------
h-c thermostat
duplex outlet
0oe
:doorbell
heat detector
4
.1
i duplex outlet
door bell chime
smoke detector
-------------
quad outlet
@
speaker
combo. smoke / carbon detect.
INT. CROWN DETAIL
6'= V-9'
101 SCOTIA
BOARD
JARTER ROUND
INT. BEAM DETAIL
1,A2JOI 6"= I'-C"
BOARDS WOVEN
RNER TYP.
FIRST FLOOR - RCP
PROPOSED
PARKER
RESIDENCE
MISHAUM POINT RD.
DARTMOUTH MA
02748
DSK IDewing Schmid Kearns
ARCHITECTS , PLANNERS
TITL
Suite 2DOB
30 Monument Square
Concord, MA 01742
978.371.7500
280 Elm Street
South Dartmouth
MA 02748
—W.dskap.com
PERMIT SET
AUGUST 16TH 2019
REVISION
RCPs:
FIRST FLOOR RCP
08/16/19
-E As indicated
A201
0.. 11863.00
N 0,
WN BY JR.
ELECTRICAL LEGEND
SYMBOL
DEFINITION
SYMBOL
DEFINITION
SYMBOL
DEFINITION
$
switch
nmma �vr wr
�cn
ground fault Interrupter outlet
❑
junction box
3 way switch
(j
weatherproof outlet
ev
electric panel
$1
4 way switch
Wsr
special purpose outlet
aeeka an
sP
electric sub -panel
$o
dimmer switch
(p_
215A, outlef
telephone jack
garage door switch
911
duplex outlet w/ switched leg
data jack (cat6 ethernet(
wireless switch
i1_1
weatherproof floor outlet w/recessed plug
�r acmwn n nesv
Irv.
1�
cable t.v. jack
jamb switch
1�
brass floor outlet with recessed plug
verwy ecamru n f
O
hvac thermostat
mwntip ha ht (W arrl
®uplouHet
ae arq
Oos
doorbell
heat defector
94
duplexouileI
niounrtq hegM a.f.i.
door bell chime
0
smoke detector
quad outlet
$
speaker
combo. smoke / carbon detect
gtfREOgq� q
o �
A
rov
xss
d�
a<yrae�sbP
PROPOSED
PARKER
RESIDENCE
I MISHAUM POINT RD.
TILED SHOWER CEILING DARTMOUTH MA
02748
TITL
DSK IDewing Schmid Kearns
ARCHITECTS+ PLANNERS
Suite 200E
30 Monument Square
Concord, MA 01742
978.371.7500
280 Elm Street
South Dartmouth
MA 02748
www.dskap.com
PERMIT SET
AUGUST 16TH 2O19
r(i]
RCPs:
SECOND FLOOR RCP
JOB
DATE 08/16/19
cALE
N 1/4'"=1'-0" A202
SECOND FLOOR - RCP NO. 01863.00
1'-0" ® DRAWN BY ARM
o 2 c
ELEVATIONS:
NORTH ELEVATION
DATE 08/16/19
SCALE qr=v-o"
JOB
NORTH BUILDING ELEVATION DRAWN BY RM RM 0186J
A301 1/47= 1'-0' ® DRAWN
o z a a
TE49 CROWN
/BLOCKING
s DORMER RAKE
A401 1 1 /T = V-u,
HEADER SET FLUSH W/ROOF
RAFTER TYR. AT DORMERS
CEDAR BREATHER DRAINAGE -
PLANE ALLOWED TO WEEP
WOLF TE49 CROWN
SET PERP. TO ROOF SLOPE
TO RETURN UP DORMER EAVE'
1x5
Ix TIGHT TO TOP
OF CASING
CONTINUOUS (2) 2X6
WALL PLATE
4.. ."3
4 DORMER EAVES
A401 1 1 IT = 1'-0"
;ROWN
OFFIT / CEIL. TYR
D
KING
GAP TO
LANE
'.WRAPPED
REEN TYP.
s MAIN RAKE
A401 1 1 /T = F-a'
AA
YP.
>THER DRAINAGE-
WED TO WEEP
CROWN
SOFFIT/CEIL TYP.
-.
---
- -
-
-
_.
or_
''
—
-:
w_ x
--- --- -- - I -
- - --
--
-.:::: -, -:. _.
-
G
+
o
-------'
-
-
_ --
---
... -
.. _ _ _ -basement
TYP. SUB -SURFACE 13250
-- - -DRAIN:- --
PERFORATED PVC PIPE ,. MAX. SEASONAL
':. -WRAPPED IN FILTER FABRIC SET IN GRAVEL - HIGH WATER
-- - - ---`:. CONNETED TO ALL DOWNSPOUTS -
-- -' --'DRAINING TO DAYLIGHT
f-
TYP. SLAB CONSTRUCTION:
:.:4"CONCRETE SLAB W/WWM REINF. PER STRUCf.DWGS. OVER POLY. VAPOR BARRIER -:
OVER (2) LAYERS 1' RIGID INSULATION (R-10 MIN.)
OVER 17 CRUSHED STONE
- OVER COMPACTED FILL
--.
....
,�
-- -
--
- _
AUGUST 16TH 2O19
NO.
DATE
REVISION
NO
DATE
ISSUED TO
TITL
2 MAIN EAVES
BY
E OVERHANG BEYOND
TYPICAL R
W/O FRIEZE
(SHOWN HERE I
/ER TRIM BOARD
SIDING SHINGLE
TED TRIM BOARD
W/ROOF PITCH CHANGE
SPRAY FOAM INSUL/
W/INTUMESCENT PAINT W
6' DEEP PEC
AT FRC
SOT. ALIGNS W
(6) 2-1/4'
TYR. IX8 FRIEZE W
PITCHET
OI
FRONT GABLE I
HEAD CASII
W/WOLF-TE49
GABLE INSET TRIM
A402 3" = 1'-0"
HEADER SET IN FLOOR FRAMING
CONTINUOUS (2) 2x6�
FOUNDATION PLATE
TYR. SHINGLE WALL SWEEP'I ,
PER DETA
2X BLOCKING AS NEE IE
ABOVE WINDO ..
SINGLE PT PLATE UNDER WIND
{
PERIMETER DRAIN IN FILTER FABRI
SET IN GRAVEL A 3" INSULATION BOARD
BASEOF WINDOW WEL
I0' FOUND. WALL
(PER STRUCT. DWGS)
1/2'JOINT FILLER TOPPED OF
W/ FLEXIBLE JOINT SEALANT
TYR. AT PERIMETER OF SLAM
GABLE PACKOUT
RAINSCREEN MESH DRAINAGE PLANE
CONTINUOUS OVER SWEEP BLOCKING
PT WALL -SWEEP BLOCKING CUT TO 3- AT BASE
TO SHEATHING OVER MIN.3 SHINGLE COURSES
& WRAPPED IN VAPOR PERMEABLE MEMBRANE
SEALED TO FRAME WALL AVB & FOUND. SEALER
PROVIDE AIR GAPTO DRAINAGE PLANE
N/TOP & BOT. WRAPPED IN INSECT SCREEN TYR.
SEAL BETWEEN FRAME WALL AVB
& FOUNDATION WATERPROOFING
OVER SWEEP BLOCKING
STYRO FLEXCOAT BRUSH -APPLIED
TO EXPOSED FOUNDATION INSULATION TYR.
4 SHINGLE WALL SWEEP
A402 1 1 /2" = F-a'
gtE0.EflAq�
�G 0'
ax
ass
PROPOSED
PARKER
RESIDENCE
MISHAUM POINT RD.
DARTMOUTH MA
02748
DSK IDewing Schmid Kearns
ARCHITECTS + PLANNERS
Suite 200E
30 Monument Square
Concord, MA 01742
978.371.7500
280 Elm Street
South Dartmouth
MA 02748
www.dskap.com
PERMIT SET
AUGUST 16TH 2O19
.. ,.
...
I
NO.
DATE
REVISION
SION
BY
I
LL
_
47,
--- —
;, f
—
IStfloorsubfloor
NO
DATE
ISSUED TO
BY
TITL
SECTIONS:
u
o.`ikh
f
BUILDING SECTIONS &
EXT.DETAILS
— — - —
iu—
— — — —
-
basement
8
DATE 08/16/19
r
.:;"
`v
-
_ ,� w T
SCALE As indicated
A402
QSECTION AT CROSS GABLE
'
--
- - -
OBNO. o1863.00
A402 1/4"= 1'-0"
2 SECTION AT GAMBREL WING
a
1/4"= 1'-T —
DRAWN BY JRM
LITTLE RIVER ROAD
BENCHMARK:
1. CUT NAIL IN UTILITY POLE #294/13 LOCATED ALONG
MISHAUM POINT ROAD, 110'f SOUTH OF MAINTENANCE
BUILDING ON SUB LOT #2.
ELEVATION = 26.08 (NAVD 88)
w. k=.
DARTMOUTH
SITE
ING
t674)
o,
11 MARK A. BOUCHER, P.L.S.
32 MA REG. NO. 41246
0
,o
SITE LOCUS
SCALE: 1 "=2000'
MARK A.
BOUCHER
NO.4124d
. DATE
O�
Q
4Jtiti
FOUNDATION AS -BUILT PLAN
PLAT 11, LOT 33
(AN R LOT 1)
63 MISHAUM POINT ROAD, DARTMOUTH, MA
SCALE: 1 "=30' DATE: NOVEMBER 4, 2019
PREPARED FOR
PARKER MISHAUM PARTNERSHIP
PREPARED BY
BOUCHER & ASSOCIATES, INC.
LAND SURVEYORS AND CONSULTANTS
999 MAIN ROAD, UNIT #2, WESTPORT, MASSACHUSETTS 02790
TEL 508-636-5905
FILE: 3333-01—L0T1—FNDN—ASBLT.dwg
GENERAL
USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. COORDINATE ALL
STRUCTURAL WORK WITH THE WORK SHOWN ON ARCHITECTURAL DRAWINGS AND WITH THE WORK OF OTHER
TRADES, INCLUDING MECHANICAL, ELECTRICAL, PLUMBING, AND WITH SITE DRAWINGS. CONSULT THESE
4 DRAWINGS AND COORDINATE WITH OTHER TRADES FOR LOCATIONS AND DIMENSIONS OF PIPES, OPENINGS,
CHASES, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.
FASTENERS UTILIZED FOR FRAMING CONNECTORS SHALL BE THE TYPE. SIZE, AND QUANTITY SPECIFIED IN THE
FRAMING CONNECTOR MANUFACTURERS CATALOG.
4'-
ALL OTHER FASTENERS SHALL BE COMMON NAILS AS INDICATED OR IN ACCORDANCE WITH THE CODE
FASTENER SCHEDULES WHERE NOT INDICATED. IF THE CONTRACTOR PROPOSES TO UTILIZE NAIL GUN
FASTENERS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE DOCUMENTATION CONCERNING THE
SUITABILITY OF THE PROPOSED FASTENERS AS SUBSTITUTES FOR COMMON NAILS.
FOR ELEMENTS NOT INCLUDED AS PART OF THIS PACKAGE, ALL WORK SHALL CONFORM TO THE WFCM AND IRC
ASAMENDED.
DIMENSIONS SHOWN ARE FOR DESIGN PURPOSES ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR LAYOUT
DIMENSIONS. WHERE APPLICABLE COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH EXISTING
CONDITIONS.
THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING AND FOR CONSTRUCTION
SITE SAFETY.
ALL WORK SHALL BE SUPERVISED BY A CONSTRUCTION SUPERVISOR LICENSED IN THE COMMONWEALTH OF
MASSACHUSETTS.
• THE WORK SHALL COMPLY WITH ALL LOCAL PERMIT APPROVAL DOCUMENTS, BYLAWS, ZONING REGULATIONS,
AND CONSERVATION COMMISSION ORDER OF CONDITIONS, AS APPLICABLE.
UNCOVERED CONDITIONS THAT DIFFER FROM THOSE PRESUMED ON THE STRUCTURAL SKETCHES ARE
SUBJECT TO REVIEW BY THE ENGINEER.
MATERIAL SUBSTITUTIONS
THE STRUCTURAL DESIGN FOR THIS PROJECT IS BASED ON USING THE PRODUCTS AND MATERIALS SPECIFIED
HEREIN, INCLUDING BUT NOT LIMITED TO LAMINATED VENEER LUMBER, PARALLEL STRAND LUMBER, AND
ENGINEERED WOOD JOISTS. THE CONTRACTOR IS RESPONSIBLE FOR ANY SUBSTITUTIONS MADE FOR THE
SPECIFIED PRODUCTS. IF THE CONTRACTOR REQUIRES RIVERMOOR'S CONCURRENCE FOR PRODUCT
SUBSTITUTIONS, SUBMIT MEMBER DESIGN PROPERTIES FOR PROPOSED PRODUCTS.
CODE
THE INTERNATIONAL RESIDENTIAL CODE FOR ONE -AND TWO-FAMILY DWELLINGS (IRC 2015)
THE MASSACHUSETTS RESIDENTIAL CODE (780 CNR 51.DO) NINTH EDITION (MA AMENDMENTS TO THE IRC)
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-10
AMERICAN CONCRETE INSTITUTE, ACI 318-14
STEEL CONSTRUCTION MANUAL, AISC, 14Ih EDITION
WOOD FRAME CONSTRUCTION MANUAL FOR ONE -AND TWO-FAMILY DWELLINGS, WFCM
LIVE LOADS
BASIC WIND SPEED (VUI): 139 MPH (MASS AMENDMENTS)
WIND EXPOSURE CATEGORY: C
GROUND SNOW LOAD, Pg: 30 PSF (MASS AMENDMENTS)
LIVING AREAS: 40 PSF
SLEEPING AREAS: 30 PSF
ATTICS WITH FIXED STAIR ACCESS: 30 PSF
ATTIC WITH STORAGE AND NO FIXED STAIR: 20 PSF
ATTIC WITHOUT STORAGE: 10 PSF (LESS THAN 42' VERTICAL CLEARANCE)
PORCHES, DECKS, AND BALCONIES: 40 PSF
FOUNDATIONS
NOTIFY DIG SAFE PRIOR TO FOUNDATION EXCAVATION
THE MINIMUM CONCRETE REQUIREMENTS SHALL BE AS FOLLOWS:
• FOOTINGS
o COMPRESSIVE STRENGTH: 4,000 PSI @ 28 DAYS
o AIR ENTRAINMENT: NOT REQUIRED
• PERIMETER FOUNDATION WALLS
o COMPRESSIVE STRENGTH: 4,000 PSI Q 28 DAYS
o MAXIMUM SLUMP: B'
o AIR ENTRAINMENT: 5 TO 7%
THE MINIMUM CONCRETE UNIT MASONRY REQUIREMENTS FOR FOUNDATION WALLS SHALL BE AS FOLLOWS
(ALL UNIT MASONRY FOUNDATION WALLS SHALL BE CONSTRUCTED ON CAST -IN -PLACE CONCRETE FOOTINGS):
• MASONRY UNITS: ASTM C90
• MORTAR: ASTM C270 TYPE M OR S
• GROUT COMPRESSIVE STRENGTH: 2,ODO PSI @ 28 DAYS CONFORMING TO ASTM C476
REINFORCING STEEL
#3 BARS: ASTM AJH5 GR 40 (MIN)
#4 AND LARGER BARS: ASTM A615 GR 60
WWF: ASTM A185
REINFORCING STEEL SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS, INTERSECTIONS, AND
CORNERS UNLESS OTHERWISE NOTED.
THE DESIGN OF FOUNDATIONS AND BASEMENTICRAWL SPACE SLABS IS BASED ON A GROUNDWATER
ELEVATION BELOW THE BASEMENT FLOOR LEVEL. THE FOUNDATION AND BASEMENT/CRAWLSPACE SLABS
HAVE NOT BEEN DESIGNED FOR ANY NET UPLIFT PRESSURE DUE TO HIGHER GROUNDWATER ELEVATIONS.
VERIFICATION OF THE ACTUAL GROUNDWATER ELEVATION, INCLUDING ANY SEASONAL FLUCTUATION, IS NOT
BY RIVERMOOR ENGINEERING.
THE DESIGN OF FOUNDATION ELEMENTS IS BASED ON AN ALLOWABLE PRESUMPTIVE SOIL BEARING PRESSURE
OF 3,000 PSF, WHICH CORRESPONDS TO UNDISTURBED SANDY GRAVEL AND/OR GRAVEL WITH NO
COMPRESSIBLE OR ORGANIC MATERIAL, OR BETTER
THE ACTUAL SOIL CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR. ALL FOUNDATION ELEMENTS SHALL
BE PLACED EITHER ON UNDISTURBED MATERIAL OR ON A MAXIMUM OF IT COMPACTED GRANULAR FILL
NOTIFY THE ENGINEER IF THE PRESUMED SOIL CONDITIONS ARE NOT APPLICABLE.
FOUNDATION DETAILS ARE BASED ON CONTINUOUS PLACEMENT OF FOUNDATION WALL CONCRETE. NOTIFY
THE ENGINEER IF HORIZONTAL CONSTRUCTION JOINTS ARE PLANNED,
PROTECT FOUNDATION AND SLAB SUBGRADE FROM THE ACCUMULATION OF GROUNDWATER AND FROM
FREEZING THROUGHOUT THE CONSTRUCTION PERIOD.
COMPLY WITH REQUIREMENTS, RECOMMENDATIONS, MATERIAL SPECIFICATIONS, AND INSPECTIONS INCLUDED
IN THE GEOTECHNICAL REPORT.
ALL FOUNDATION WALLS WITH UNBALANCED SOIL LOADING SHALL BE BACKFILLED WITH FREE -DRAINING
GRANULAR MATERIAL AND SHALL HAVE PERIMETER DRAINAGE ALONG THE BASE OF THE WALLS. WALLS SHALL
NOT BE BACKFILLED UNTIL FIRST FLOOR FRAMING AND SHEATHING AND BASEMENT FLOOR SLAB ARE IN PLACE
AT LOCATIONS WHERE NEW FOUNDATIONS MEET EXISTING, STEP NEW FOUNDATIONS UP OR DOWN AS
REQUIRED TO MATCH THE EXISTING BOTTOM OF FOOTING ELEVATION. DO NOT PLACE NEW FOUNDATION
ELEMENTS ON PREVIOUSLY DISTURBED MATERIAL OR ON PREVIOUSLY PLACED BACKFILL
AT LOCATIONS WHERE BOTTOM OF FOOTING ELEVATIONS VARY, PROVIDE STEPPED FOOTING TRANSITION. DO
NOT PLACE NEW FOUNDATION ELEMENTS ON PREVIOUSLY DISTURBED MATERIAL OR ON UNCONTROLLED
BACKFILL
IF LEDGE IS ENCOUNTERED ABOVE THE MINIMUM FROST DEPTH, PIN FOUNDATION WALLS TO LEDGE WITH #4
BARS DRILLED AND EPDXY GROUTED WITH W MINIMUM EMBEDMENT AT 4 FT OC UNLESS NOTED OTHERWISE.
REFER TO ARCHITECTURAL DRAWINGS FOR LIMITS AND DETAILS FOR FOUNDATION WALL INSULATION,
WATERPROOFING, AND/OR DAMPPROOFING.
FLOOR SLABS ON GRADE
THE MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL PE 3,5DO PSI
THE MINIMUM BASEMENT SLAB THICKNESS SHALL BE 3-17.
THE MINIMUM GARAGE FLOOR SLAB THICKNESS SHALL BE 4':
REFER TO ARCHITECTURAL DRAWINGS FOR UNDER -SLAB VAPOR BARRIER REQUIREMENTS
FOR ANY SLABS WITH RADIANT HEATING SYSTEMS, COMPLY WITH SYSTEM MANUFACTURER AND INSTALLER
REQUIREMENTS FOR SLAB ASSEMBLY AND JOINT DETAILS.
REFER TO SECTION R506 OF THE CODE AND SECTION RW6+1 OF THE MASS AMENDMENTS FOR SURFACE
PREPARATION, BASE COURSE, SLAB REINFORCING STEEL, AND CONTROL JOINT SPACING. COORDINATE ALL
CONTROL JOINT LOCATIONS WITH THE ARCHITECT.
STRUCTURALSTEEL
WIDE FLANGE SHAPES: ASTM ABU GR 50.
PIPE COLUMNS: ASTM A53 GRADE B
SQUARE COLUMNS: ASTM A500 GRADE B
MISC PLATES: ASTM A36
HIGH STRENGTH BOLTS: ASTM A325
COMMON BOLTS: ASTM A307
WELDING ELECTRODE: E70XX
THE STRUCTURAL STEEL MEMBERS AND ASSEMBLIES FOR TINS PROJECT ARE PART OF A WOOD -FRAMED
BUILDING. ALL STEEL MEMBERS AND ASSEMBLIES SHALL BE TEMPORARILY SUPPORTED AND BRACED UNTIL
FULLY CONNECTED WITH THE WOOD FRAMING ELEMENTS.
ALL BEAMS SHALL BE FABRICATED AND INSTALLED WITH MILL CAMBER FACING UP
ALL BEAMS SHALL BE SHOP DRILLED OR PUNCHED TO ACCOMMODATE TOP FLANGE NAILERS AND/OR WEB
PADDING AS INDICATED OR REQUIRED.
FLUSH BEAM WEB PADDING: UNLESS OTHERWISE INDICATED, WEB PADDING SHALL CONSIST OF LVL, RIPPED TO
FIT TIGHT BETWEEN FLANGES, AND SHIMMED TO BE FLUSH WITH THE FLANGES. PADDING SHALL BE FASTENED
TO THE BEAM WEB WITH W DIA COMMON BOLTS AT IS' OC (STAGGERED).
FRAMED BEAM CONNECTIONS NOT DETAILED ON THE DRAWINGS SHALL BE DESIGNED BY THE STEEL
FABRICATOR FOR ONE44ALF OF THE BEAM CAPACITY BASED ON THE APPLICABLE AISC UNIFORM LOAD TABLES.
BEAM TO COLUMN CONNECTIONS NOT DETAILED ON THE DRAWINGS SWILL BE DETAILED BY THE STEEL
FABRICATOR. UNLESS OTHERWISE INDICATED, THE COLUMN CONNECTIONS SHALL BE MADE TO THE BOTTOM
FLANGE OF THE BEAMS AND MAY BE WELDED AND/OR BOLTED. PROVIDE W PAIRED WEB STIFFENERS TO THE
BEAM, ALIGNED WITH THE COLUMN CENTERLINE.
DIMENSION LUMBER
ALL INTERIOR OR OTHERWISE PROTECTED DIMENSION LUMBER SHALL BE SPRUCE -PINE -FIR (SPF) GRADE NO.2
OR BETTER FOR RAFTERS, JOISTS, AND HEADERS, AND STUD GRADE FOR STUDS, UNLESS NOTED OTHERWISE.
DIMENSION LUMBER FOR THE FOLLOWING LOCATIONS SHALL BE PRESSURE PRESERVATIVE -TREATED
SOUTHERN PINE #2 OR BETTER
• PORCHES, DECKS, AND OTHER FRAMING EXPOSED TO THE WEATHER
• INTERIOR WOOD JOISTS WITHIN 18' OF EXPOSED GROUND
• INTERIOR TIMBER OR BUILT-UP BEAMS WITHIN 17 OF EXPOSED GROUND
• SILL PLATES
• ALL FRAMING MEMBERS SUPPORTED ON CONCRETE OR MASONRY EXTERIOR FOUNDATIONS LESS THAN
8' FROM EXPOSED GROUND
• ALL WALL FRAMING AND SHEATHING LESS THAN 6' FROM EXPOSED GROUND
• TIMBER OR BUILT-UP BEAMS IN CONCRETE OR MASONRY BEARING POCKETS WITH LESS THAN W
CLEARANCE AT TOP, SIDES, AND ENDS
• WOOD FRAMING AND SHEATHING SUPPORTING CONCRETE OR TILE OVERLAYS EXPOSED TO THE
WEATHER
• INTERIOR WOOD LEDGERS FASTENED TO CONCRETE OR MASONRY WALLS
ALL WOOD IN CONTACT WITH THE GROUND SHALL BE RATED AS SUCH.
ALL DIMENSION LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING
AGENCY.
LUMBER SHALL BE GENERALLY FREE FROM SPLITS & WARPAGE THAT CANNOT BE CORRECTED BY BRIDGING OR
NAILING. MOISTURE CONTENT OF LUMBER SHALL NOT EXCEED 19% AT THE TIME OF CONSTRUCTION,
LAMINATED VENEER LAMINATED VENEER LUMBER (LVL)
LAMINATED VENEER LUMBER SHALL BE 1.9E TJ MICROLAM LVL BY TRUS JOIST, OR APPROVED EQUAL, UNLESS
OTHERWISE INDICATED.
PARALLEL STRAND LUMBER (PSL)
PARALLEL STRAND LUMBER SHALL BE 1.8E PARALLAM PSL BY TRUE JOIST, OR APPROVED EQUAL, UNLESS
OTHERWISE INDICATED.
PSL MEMBERS EXPOSED TO WEATHER, WITHIN S' FROM EXPOSED GRADE, ON OR AGAINST CONCRETE,
MEMBERS USED FOR DECKS OR EXTERIOR BALCONIES, SHALL BE TREATED WITH PRESERVATIVE.
ENGINEERED WOOD JOISTS
JOISTS AND ACCESSORIES INCLUDING RIM JOISTS SHALL BE THE PRODUCTS OF TRUS JOIST, OR APPROVED
EQUAL
FOR FIRE RETARDENT TREATMENT OF THE FIRST FLOOR JOISTS, REFER TO THE BUILDING CODE.
SHEATHING
ALL ROOF, FLOOR, AND WALL PANELS SHALL BE APA RATED EXPOSURE 1 SHEATHING COMPLYING WITH DOC PS
1 AND PS 2.
FULL 4XS PANELS SHALL BE USED TO THE MAXIMUM EXTENT PRACTICABLE
FLOOR SHEATHING (GENERAL)
MINIMUM SPAN RATING: 32/16
MINI MUM THICKNESS: %IN
GLUED AND NAILED WITH TONGUE AND GROOVE JOINTS
FASTENERS: 8d COMMON AT 8' OC ALONG SUPPORTED EDGES AND 17 OC
INTERMEDIATE
NOTE: USE APA RATED STURD4-FLOOR OR ADVANTECH IF SPECIFIED ON
ARCHITECTURAL DRAWINGS
ROOF SHEATHING
MINIMUM SPAN RATING: 32116
MINIMUM THICKNESS: SM IN
FASTENERS: Sd COMMON
FASTENER SPACING
GENERAL' S' OC ALONG SUPPORTED EDGES AND 6' OC INTERMEDIATE
WITHIN 4 FT OF GABLE END WALLS: 4' OC
ALL PANELS SHALL BE STAGGERED WITH SHORT EDGE PARALLEL TO
ROOF RAFTERS, LION.
WALL SHEATHING (GENERAL)
MINIMUM THICKNESS: 71161N
FASTENERS: 8d COMMON AT S' OC ALONG EDGES AND 17 OC
INTERMEDIATE, UNLESS NOTED OTHERWISE
SILL ANCHORAGE, HOLD-DOWNS AND FRAMING CONNECTORS
ALL STRUCTURAL FRAMING CONNECTIONS, UNLESS SPECIFICALLY NOTED OTHERWISE, SHALL BE -STRONG TIE -
AS MANUFACTURED BY THE SIMPSON CO. IN ACCORDANCE WITH "WOOD CONSTRUCTION CONNECTORS'
CATALOG CC,2017. ALL FASTENERS (TYPE, SIZE, AND QUANTITY) SPECIFIED IN SIMPSONS CONNECTOR
SCHEDULE SHALL BE INSTALLED.
SILL PLATE ANCHOR BOLT OPTIONS:
ZO
CAST -IN -PLACE: 5V DIA ASTM A307 GALVANIZED J-BOLTS OR HEADED BOLTS WITH GALVANIZED '/. X 3X3
a
PLATE WASHERS AND NUTS. ANCHOR BOLT EMBEDMENT SHALL BE 7' (MINIMUM}
DRILLED -IN: SIMPSON 5I8' DIA X S' LONG TTTEN HO WITH GALVANIZED X 3X3 PLATE WASHERS.
coW
NOTE: 3X3 WASHER PLATES FOR WFCM DESIGN ONLY
W
FOR ANCHOR BOLT LAYOUT, SEE STRUCTURAL SKETCHES.
POST AND BEAM CONNECTIONS:
F
0
ALL DIMENSION LUMBER, PSL, AND STEEL POSTS SHALL BE POSITIVELY
Z
CONNECTED TO THE FOUNDATION BELOW AND THE BEAM ABOVE, AS
APPLICABLE. UNLESS NOTED OTHERWISE, PROVIDE SIMPSON POST OR
O
COLUMN BASES AND SIMPSON POST OR COLUMN CAPS TO SUIT EACH
F-
CONDITION
UQ
SHEAR WALL HOLD-DOWN ANCHOR BOLT OPTIONS:
CAST -IN -PLACE: SIMPSON SB SERIES ANCHOR BOLTS, DIAMETER AND
iS
EMBEDMENT AS INDICATED, UNLESS NOTED OTHERWISE
a�3ES
�p
DRILLED4N: SIMPSON ET ACRYUC-TIE ADHESIVE WITH ASTM A307 HOT DIP
GALVANIZED THREADED ROD, DIAMETER AND EMBEDMENT AS INDICATED,
y
UNLESS NOTED OTHERWISE
REFER TO STRUCTURAL SKETCHES AND/OR WALL BRACING SCHEDULE
�%' 400
FOR ADDITIONAL INFORMATION
ALL CONNECTORS AND FASTENERS FOR PRESSURE PRESERVATIVE TREATED WOOD SHALL BE SHOP -COATED
AND/OR STAINLESS STEEL TO SUIT THE SPECIFIC EXPOSURE(S) AND WOOD PRESERVATIVE(S) IN ACCORDANCE
WITH SIMPSON STRONG -TIE RECOMMENDATIONS. THE CONTRACTOR SHALL REVIEW DOCUMENTATION
CONTAINED IN THE SIMPSON STRONG -TIE CATALOG AND PROVIDE CONNECTORS AND FASTENERS THAT ARE
ACCEPTABLE FOR THE EXPOSURE AND CHEMICAL PRESERVATIVES USED ON THE PROJECT. THE REVIEW
SHALL CONSIDER THE TYPE OF PRESERVATIVE(S), PRESERVATIVE RETENTION LEVEL(S), AND EXPOSURE
ENWRONMENT(S).
ALL CONNECTORS AND FASTENERS FOR EXPOSED PORCH AND DECK FRAMING IN COASTAL ENVIRONMENTS
SHALL BE TYPE 316 STAINLESS STEEL
v 0
WHERE SO NOTED ON ARCHITECTURAL DRAWINGS, PROVIDE STAINLESS STEEL CONNECTORS AND FASTENERS
C Li C
REGARDLESS OF EXPOSURE.
C
FRAMING INSTALLATION
U) •0
ALL FRAMING SHALL BE ERECTED TRUE TO LINE, PLUMB AND LEVEL, AND SHALL BE FASTENEDMUNG TO
^
DEVELOP THE FULL STRENGTH OF THE ASSEMBLY IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS.
�i O
Li
L E
NEW DIMENSION LUMBER JOISTS FRAMING INTO FLUSH STEEL OR LVL BEAMS SHALL BE SET W ABOVE THE TOP
OF BEAM ELEVATION TO ACCOMMODATE
Q) —1
SHRINKAGE.
i
ALL CONTINUOUS WOOD AND/OR STEEL POSTS SHALL BE LATERALLY BRACED IN BOTH DIRECTIONS AT EACH
L- = 0
FLOOR AND CEILING LEVEL
y
ALL ENGINEERED PRODUCTS SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH PRODUCT
A
MANUFACTURERS' SPECIFICATIONS AND INSTALLATION DETAILS. WITH THE EXCEPTION OF
F G
MANUFACTURER -PROVIDED KNOCKOUTS, NO HOLES SHALL BE FIELD -DRILLED IN MEMBERS. IF HOLES ARE
yr
REQUIRED, NOTIFY THE ENGINEER PRIOR TO ORDERING AFFECTED MEMBERS.
(�
FLOOR SHEATHING SHALL BE GLUED AND NAILED.
PROVIDE ZX WOOD BLOCKING OR RIM JOIST AT ALL SAWN LUMBER FLOOR JOIST SUPPORT POINTS.
L•
a
PROVIDE BLOCKING OR RIM BOARD AT ALL ENGINEERED FLOOR JOIST SUPPORT POINTS. USE JOIST
MANUFACTURERS PRODUCTS AND COMPLY WITH JOIST MANUFACTURER'S INSTALLATION DETAILS,
PROVIDE 2X SOLID BLOCKING AT ALL RAFTER TAILS.
,^
PROVIDE DOUBLE FLOOR JOISTS OR BLOCKING BELOW ALL NEW INTERIOR PARTITION WALLS.
W
PROVIDE DOUBLE FLOOR JOISTS WITHIN LIMITS OF TUBS.
O
COORDINATE KITCHEN ISLAND AND OTHER SPECIAL LOADING CONDITIONS WITH THE ENGINEER.
Z
SIZES OF DIMENSION LUMBER ARE NOMINAL. ALL LUMBER SHALL BE SURFACED FOUR SIDES, UNLESS NOTED
...I
OTHERWISE.
Q
STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING OR DRILLING.
W
ALL BUILT-UP LVL BEAMS SHALL BE ASSEMBLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
Z
INTERIOR WALL FRAMED OPENINGS
�W
V
AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND ONE KING STUD
UNLESS OTHERWISE INDICATED.
AT EACH END OF LVL DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND ONE KING UNLESS
J
OTHERWISE INDICATED.
EXTERIOR WALL FRAMED OPENINGS
to
J o
AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND KING STUDS PER
Z �o
SCHEDULE BELOW, UNLESS OTHERWISE INDICATED.
tm�
Q N
AT EACH END OF LVL DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND KING STUDS PER
W ru
Z U)
SCHEDULE BELOW, UNLESS OTHERWISE INDICATED.
_
MAX HEADER SPAN, FT KING STUDS, EACH END -
Z tj Q !g m
4 1
W ¢W¢NN�
160 3
0 yi
12 4
0
m
SCOPE OF STRUCTURAL ENGINEERING SERVICES
MH
W LL
THE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THE STRUCTURAL
= W" J Q
WORKING DRAWINGS FOR SPECIFIC ELEMENTS FOR THIS PROJECT. DESIGN IS LIMITED TO ONLY THOSE
STRUCTURAL ELEMENTS IDENTIFIED ON THE ENCLOSED DRAWINGS. THE CONSTRUCTION MUST BE
PERFORMED IN STRICT ACCORDANCE WITH THE STRUCTURAL DETAILS AND LOCAL CODE REQUIREMENTS. ANY
DEVIATION FROM THE DRAWINGS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER ANY
DISCREPANCY BETWEEN THE STRUCTURAL DRAWINGS AND THE ARCHITECTURAL DRAWINGS SHALL BE
-
BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION.
JOB -SITE SAFETY
JOB -SITE SAFETY IS THE CONTRACTORS RESPONSIBILITY. ALTHOUGH RIVERMOOR ENGINEERING MAY VISIT
THE JOB -SITE ON ONE OR MORE OCCASIONS, SUCH VISITS ARE FOR CLARIFICATION OF SPECIFIC STRUCTURAL
DESIGN ISSUES ONLY, AND ARE NOT FOR THE PURPOSES OF IDENTIFYING POTENTIAL JOB SITE SAFETY ISSUES.
..
THE US DEPARTMENT OF LABOR (OSHA) WEBSITE PROVIDES DIRECTION IN THE FORM OF A JOB -SITE SAFETY
111
m
m
HANDBOOK FOR RESIDENTIAL CONSTRUCTION THAT INCLUDES- BUT IS NOT LIMITED TO -REQUIREMENTS FOR
p
w 1n
m N
w W
HEAD AND EYE PROTECTION, LADDER SAFETY, AND FALL PROTECTION. IT IS THE CONTRACTOR'S
Z
z
RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE REQUIREMENTS.
w�0¢3¢LYi°
ab
Io
¢
III
DRAWING NO.
S1.1
19-139
ig
2 ) 3 i 4� 5
Iv
74r zed >Td -
'I - 17-M
10'---y0.�______--___1-
- _ D
q! —DROP FDN WALLA
WINDOWS. TYP
(COORD wl ARCHL DINGS)
A
4'
1. -- - - - - --- - A - --- s - - ----- -- - -------------------- ----------------------------------
r �
I
r- ---- -- - - S22 r+ —
Z? J 1 r-- -- ----- ---- —i
B------------------------------------- -1 ----- - --^--- L-r----- ---- ---�
-i------------------ ----------- ;
-_- T-6Y' 4'd3/' - B-0/ ' T-101/
I
F BEAM POCKETli� 7A' WIDE STRIP (TNG i
6D s,
SIM S22 � I '' � i � m
i -- - ----- '-- --------
-- '+-----------�----- ----------- -- ----- - - ---- --
1 - - f
10,
1------------- - --------- ---------- ---------- ---- -- ---- ----- - -------------------- T-----------------
1
j i 15'd'ie �G V. �G �G Gi' �G G I' BP� i a F
f i i S2.z
I
1 1 B
Szz r 1 i —510
F11L1 HEIGiRi BASEMENT �--
I 4' EIGHT
SLAB wI
6X6-W1.4XW1.4WWF i
Jv , — 7-0-"-0'X72' FTNG
COORD DIMS wl
1 I I 1 i BULKHEAD MFGR
I j 1 �
A i i i \...� IV SAW CUT SLAB SAME DAY ASS''. I
1 POUR STOP W WF 0 JOINTS SEAL ,
S2.2 i 1 i
@ 28 DAYS (TYP)
1 C
' G '
— --+
S2.2��, S2.2 i i 52.2
' _-______J ____I I
1 ______—_____ __________ _—____—_______—___.________--_ ___
F
_______________________________ _ _______i_____ -------- -- ------ _—_ i_______________ ___ ______ ________ _______--------------------------
i -- _________
- JQ JQ
Af
9-0Y'
D 17' O SONOTUBE W 7-TO
SZ.Z FTNG
i,
-
r
-----------------------
FOUNDATION PLAN
SCALE: 114" -1'-(r
NOTES:
1. FOR GENERAL NOTES SEE S1.1.
2. FINAL DIMENSIONAL CONTROL REMAINS WITH THE ARCHITECT,CONTRACTOR
TO COORDINATE WITH FINAL ARCHITECTURAL PLANS.
3. STEEL COLUMNS TO ALIGN WITH CENTERLINE OF BEAM ABOVE AND FIT IN
WALL, COORDINATE WITH FINAL ARCHITECTURAL PLANS.
4. LOCATE FOUNDATION ELEMENTS PER APPROVED CMLISITE PLANS
5. FOR TOP OF CONCRETE ELEVATIONS REFER TO CIVIL SITE DRAWINGS AND
COORDINATE WITH THE ARCHITECT.
S. COORDINATE LOCATION OF FOOTINGS AND COLUMNS WITH ARCHITECTURAL
PLANS SO THAT COLUMNS AND POSTS ALIGN.
V
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DRAWING NO.
S2.1
19-139
- CONT (2) 2X6 PT SILL
NOTES:
EXCAVATION ---,
LIMIT
1. FOR CONCRETE STRENGTH AND PRESUMPTIVE SOIL
BEARING PRESSURE, SEE GENERAL NOTES.
GRADE - i
2. FOR BASEMENT FOUNDATION, PROVIDE CONTINUOUS
- LVL OR WOOD BEAM
.+�
PERIMETER DRAIN TO PREVENT ACCUMULATION OF GROUND
(2) #4 CONT TOP
WATER.
�- & CORNER BARS,
-/, NOTE 3 --y T LAP 24" MIN
3. SEE ARCHITECTURAL DRAWINGS FOR DAMP ROOFING,
,
INSULATION, AND PERIMETER DRAIN DETAILS.
���
�\
4. DO NOT PLACE UNBALANCED BACKFILL ALONG
_MATCHING
i\ DOWELS
FOUNDATION WALLS UNTIL FLOOR SLAB, SILL ANCHORS, AND
LCC COLUMN CAP OR EQUAL
(1)#4 CONT —,,
FIRST FLOOR FRAMING AND SHEATHING ARE IN PLACE.
�C
& CORNER BARS - g
® MK) SPAN, 2
5. FOR BASEMENT FOUNDATION, BACKFILL MATERIAL SHALL
LAP 24' MIN 4
BE FREE DRAINING SAND AND GRAVEL; COMPACT BACKF&L
IN 12' LIFTS; DO NOT USE UNSUITABLE EXCAVATED MATERIAL
CONCRETE FILLED LALLY
BACKFILL
FOR BACKFILL
OR 70 STANDARD SCHEDULE
40 WEK,'HT STEEL PIPE
6. IF LEDGE IS ENCOUNTERED ABOVE MINIMUM FROST DEPTH,
COLUMN (SEE FRAMING PLANS)
7 '
PIN FOUNDATION WALL TO LEDGE WITH #4 DRILLED AND
EPDXY -GROUTED BARS AT 4'-0' OC, EMBED 14'
— V COLUMN BASE PLATE
BASEMENTSLAB
�P)/
SIZE TO SUIT
a - i
7. FOUNDATION WALL THICKNESS:
V ��
wl (2) A307 ANCHOR BOLTS
O '
INSITU SOIL WALL THICKNESS
W EMBEDMENT
SAND AND GRAVEL 10'
_
o4=r; �cv
SILTANDCLAY •17
FOR UNBALANCED FILL 7'-0* OR LESS, WALL THICKNESS MAY
(2)1A4�
BE REDUCED T010'
"1.- '
-� bl
&. SILL CONNECTIONS:
E
ANCHOR BOLTS: SEE GENERAL NOTES
i
FOUNDATION
(3) R4 EW BOTT
j ) %
ANCHOR SPACING: 4'-0' OC EXCEPT:
6' TO 12' FROM EACH CORNER
_PLAN _
iA
W TO 2"FROM EACH END OF SILL PLATES
r-0' ' `#4�46
TYPICAL FOUNDATION WALL INTERIOR LALLY COLUMN
SECTION A SECTION B
SCALE: 1/2":l'-W $2.1 SCALE: 1n"=T-0" 52.1
BUILDING TAR PAPER
TO PROTECT BEAM
PT BLOCKING
(EACH SIDE)
PROVIDE HANDRAIL / /
FIRST FLOOR JOISTS
(SEE PLAN)
O
0
NF0UNDAT11ON
WOOD FRAMED BEAM
STAIRS (P.T.) RISE
FOR ADDITIONALAND RUN TO PT OSTS EILL WACH SIDµE EAM
HOR
FOUNDATION WALLMEET CODEINFORMATION SEE ADD (2) #4 BARS Q POCKET
FOUNDATION PLAN
AND SECTIONS
3 Yz' MIN
BEARING DEPTH
FOR ADOL INFO
SEE SECT AI -
BULKHEAD DROPPED i BEAM POCKET
SECTION E SECTION F
SCALE:1/2"=1'-T 52.1 SCALE:314"a1'4T' 52.1
MIN. 2A.B.
PER PLATE LENGTH I'
P.T. SILL
--
_
��..
AtLG-�V
q 36 BAR
PLATE WASHER
SQl�
3 DIA LAP
ON TOP OF
��
7
*Ail
&}jam,
UPPER PT SILL
J
J.
� EA. AB. (TYP"�
ANCHOR
BOLT Ci
MAXIMUM SLOPE
3 /
-
WHERE OCCURS, --•�
��
`
HOLD-DOWNS FOR �>
I
WALL BRACING,
1
{
SEE WALL BRACING
TOP OF
1 1
PLANS, NOTES &
-- ALL TYPICAL ANCHORS
WALL FOOTING
-
DETAILS
TO BE SPACED 12'
FROM CORNERS AND
4'-0' O.C. (UNO)
DEPTH -
i
OF FOOTING
-
(MIN)
ANCHOR BOLT DIAGRAM
STEPPED FOOTING
DETAIL
SECTION
SCALE:NTS
SCALE:NTS
ADD BLOCKING AT
CONNECTIONS
(TYP)
CONT SIL PLATE '
w/ANCHOR BOLTS
SEE SECTAI S22 A-
, -SHEATHING
AT EACH JOIST
BEYOND
- 2X CONT LEDGER
FOUNDATION
WALL
TYPICAL DECK / PORCH LEDGER
SECTION C
BCALE:NTS S2.1
WF (SEE FRAMING PLAN) I
'_ PLY¢5(TOSUIT
wl(2)Yz DIA A307 BOLTS
-e-- R3B)
i- HSS POST
!� (SEE FRAMING PLAN)
ADDED (2) 04 VERT BARS -, PL )¢ TO SUIT w/ (4) V DIA
a POST LOC TITEN HD
w/ 53i'a' MIN EMBED
\ ON V MIN GROUT
STEEL COLUMNS @ FOUNDATION WALL
SECTION G
SCALE : 3/4" a 1'-0" 52.1
CONT PT SILL
ANCHOR BOLT—
(TYP)
(3) PT HEADER
PT2XJAMB#ONG
rn
POSTS & SILL
PLATE
H
(1)#4 EACH SIDE_.. .•'
__
OF OPENING__-
li
ADDL(2)#4
CED SEE ARCH 1'-Y
CONCREINFORWALL DWGS i MIR)
--i
FOUNDATION WALL WINDOW OPENING
DETAIL
SCALE:NTS
NOTES:
1. THE LEDGER SHALL BE INSTALLED TIGHT TO
WALL SHEATHING, WITHOUT SPACERS.
2. SEE ARCHITECTURAL DRAWINGS FOR FLASHING
DETAILS AND STERDOWN DIMENSION
3. LAG BOLTS SHALL BE )V 0 BY 6' LONG WITH
WASHER MACHINE BOLTS SHALL BE )V 0 BY
LENGTH TO SUIT WITH 2 WASHERS; REFER TO
GENERAL NOTES FOR CORROSION
PROTECTION.
4. LAG BOLT ORftL44OLE DIAMETERS:
SHANK (THROUGH LEDGER BOARDk ye
LEAD (THROUGH RIM JOIST): �e
S. LAG BOLT SPACING:
MAX JOIST SPAN LAG BOLT SPACING
6 R 15' O.C.
6 It 12' O.C.
loft 9' O.C.
12ft 6'O.C.
6. MACHINE BOLT SPACING:
MAX. JOIST SPAN BOLT SPACING
10 ft 16, O.C.
12ft 12'O.C.
7. LEDGERLCK RIM JOIST FASTENERS MAY BE
SUBSTITUTED
FOR THE SPECIFIED LAG BOLT.
O0a
O
r= w ♦ ♦ -- ANCHOR BOLT
GRADE \
-- HO GALV. SIMPSON ANCHOR
FOR DECK POST
--- 170 CONC PIER
(2) #4
21
#3 TIES Q 2 PLACES
r-010 NONCOMPRESSNE STABLE
IFI� UNDISTURBED SOIL OR STRU
COMPACTED (>95%) FILL OVER
DECK POST PIER FOOTING SAME
SECTION D
SCALE: 314" a V-0" 52.1
i
10
C M C
10 C C
a
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DRAWING NO.
S2.2
19-139
1 2 3 4I i 5 11
FIRST FLOOR FRAMING PLAN
SCALE: 1/4" 01'-0"
NOTES:
1. FOR GENERAL NOTES SEE S1.1.
2. ALL POSTS SHALL BE: AS NOTED.
3. INDICATES BEARING WALL BELOW.
4. ALL WINDOW HEADERS 4'-0 OR LESS TO BE (2) 2X101N 2X4 STUD
WALLS OR (3) ZX8 IN 2X8 STUD WALLS, UNLESS OTHERWISE
NOTED.
5. ALL FLOOR JOISTS: 14' TJI 360 @ 18' O.C. (UNO)
8. ALL DECK JOISTS: 2X8 PT Q 18' O.C. (UNO)
7. REFER TO SIMPSON DECK CONNECTION AND FASTENING GUIDE
FOR CODE COMPLIANT INSTALLATIONS.
8. FLOOR JOISTS MAY REQUIRE STRENGTHENING WITHIN LRAT'S OF
HEAVY COUNTERTOPS (COORD. WITH ENGINEER)
9. COORDINATE ALL POST MATERIALS 8 SIZES WITH BEAMS ABOVE,
PROVIDE SOLID BLOCKING 0 FLOOR LEVEL (TYP)
10. FOR ALL FIREPROOFING REQUIREMENTS COORDINATE WITH THE
ARCHITECT.
JS
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DRAWING NO.
S3.1
19-139
NOTES:
1.
FOR GENERAL NOTES SEE 81.1.
2.
ALL POSTS SHALL BE: AS NOTED
3.
= INDICATES BEARING WALL BELOW.
4.
ALL WINDOW HEADERS 4-0 OR LESS TO BE (2) 2X10 IN 2X4 STUD
WALLS OR (3) 2X81N 2X6 STUD WALLS, UNLESS OTHERWISE
NOTED.
5.
ALL FLOOR JOISTS: 14" TJI 230 @ 16' O.C. (UNO)
6.
ALL CEILING JOISTS: 2X8 @ 16" O.C. (UNO)
7.
COORDINATE ALL POST MATERIALS & SIZES WITH BEAMS ABOVE
SECOND FLOOR FRAMING PLAN
SCALE: 1/4" a T-0"
O
C CCQ
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DRAWING NO.
S3.2
19-139
1�
B
C
/E -
F
— SEE S3.3 FOR POSTS 6 BEAMS
BELOW
--_ _ _ a eEnMs eEltiw
CEILING / LOW ROOF FRAMING PLAN
SCALE: 11V z l'-0"
— SEE S3.3 FOR POSTS
& BEAMS BELOW
NOTES:
1. FOR GENERAL NOTES BEE S1.1.
2. ALL POSTS SHALL BF -'AS NOTED.
3. = INDICATES BEARING WALL BELOW.
4. ALL WINDOW HEADERS 4'-0 OR LESS TO BE (2) 2X10 IN 2X4 STUD
WALLS OR (3) 2X81N 2X6 STUD WALLS, UNLESS OTHERWISE
NOTED.
S. ALL CEILING JOISTS: 2X10 @ 16' O.C. (UNO)
6. ALL LOW ROOF RAFTERS: 2X8 @ 16' O.C. (UNO)
7. COORDINATE ALL POST MATERIALS d SIZES WITH BEAMS ABOVE
(T7'P)
10
=CC
Ca
'oc2
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ca
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a�
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DRAWING NO.
S3.3
19-139
F
ROOF FRAMING PLAN
SCALE: 114" a l'-0"
NOTES:
1. FOR GENERAL NOTES SEE S1.1.
2. ALL POSTS SHALL BE: AS NOTED
3. ALL RAFTERS: 2X12 @16' O.C.
OF
4. r= INDICATES BEARING WALL BELOW.
a
2
U
5. ALL WINDOW HEADERS 4'-0 OR LESS TO BE (2) 2X10 IN 2X4 STUD
rn
WALLS OR (3) 2X8 IN 2X6 STUD WALLS, UNLESS OTHERWISE
p
NOTED.
lU
6. RAFTER SIZE IS MIN ALLOWABLE FOR STRUCTURAL DESIGN. MAY
NEED UPSIZING FOR INSULATION REQUIREMENTS. COORD. wl
Q
ARCH.
0
T. COORDINATE ALL RIDGE HEIGHTS, ROOF PITCHES, AND ROOF
t 4 J 5%
Z
LINES WITH ARCHITECTURAL DRAWINGS.
8. COORDINATE ALL POST MATERIALS 8 SIZES WITH BEAMS ABOVE.
Q
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DRAWING NO.
S3.4
19439
D --
F,
B
c
wE \ —
F
WALL BRACING NOTES:
a
1. ALL EXTERIOR WALLS, INCLUDING THOSE NOT IDENTIFIED AS WALL BRACING U
PANELS, SHALL BE CONTINUOUSLY SHEATHED WITH PLYWOOD PANELS AS
SPECIFIED IN THE GENERAL NOTES. cn
0
2. OINDICATES LIMITS OF WALL BRACING PANELS (SHEAR WALLS) WITH
HOLD-DOWN ASSEMBLIES AND LOCATIONS AS INDICATED W
H
3. 2ND ROOK HOLD-DOWNS ABOVE 1ST BOOR WALLS SHALL CONNECT THE BOTTOM 0
OF 2ND FLOOR BUILT-UP STUDS TO THE TOP OF 1ST FLOOR BUILT UP STUDS USING
THE SPECIFIED HOLD-DOWN ASSEMBLY Z
4. 1ST FLOOR HOLD-DOWNS ABOVE FOUNDATION WALLS SHALL CONNECT THE 0
BOTTOM OF 1ST FLOOR BUILT-UP STUDS TO THE TOP OF THE FOUNDATION WALL VIA U
THE INDICATED HOLD-DOWNS AND ANCHOR BOLT ASSEMBLIES Q
5- 1ST FLOOR HOLD-DOWNS ABOVE INTERIOR BEAMS SHALL CONNECT THE BOTTOM
OF 1ST FLOOR BUILT-UP STUDS TO THE FLOOR BEAMS USING THE INDICATED � aU-
HOLD-DOWN AND BEAM ANCHORAGE DETAIL d4'p
�y n
6. PROVIDE STUDS AND/OR FULL -DEPTH BLOCKING ALONG ALL VERTICAL AND
LL
HORIZONTAL PLYWOOD EDGES AT ALL WALL BRACING PANELS u
b
7. AT SPECIFIED HOLD-DOWN LOCATIONS, PROVIDE THE MINIMUM NUMBER OF �Q'
FULL -HEIGHT STUDS OR EQUIVALENT PSL AS SCHEDULED BELOW
8. AT SPECIFIED HOLD-DOWN LOCATIONS, THE THREADED ROD SIZE FOR
CONNECTIONS BETWEEN HOLD-DOWNS SHALL BE AS SCHEDULED BELOW
9. ALL WALL BRACING PANELS SHALL BE CONTINUOUSLY SHEATHED ON ONE
(EXTERIOR) FACE OR TWO (INTERIOR AND EXTERIOR) FACES AS SCHEDULED BELOW;
PLYWOOD EDGES SHALL BE STAGGERED AT TWO-SIDED INSTALLATIONS
10. GYPSUM WALL BOARD (GWB) SHALL BE CONTINUOUSLY SHEATHED AND
STAGGERED, ON 2X STUDS AT Ir OC MAXIMUM SPACING. FASTEN GWB IN
ACCORDANCE WITH WALL BRACING SCHEDULE BELOW. SEE ARCHITECTURAL Q% Cc
DRAWINGS FOR GWB TYPE AND THICKNESS PER SCHEDULE(V MINIMUM). 0 Q
11. ALL WALL BRACING PANELS SHALL BE EDGE NAILED PER THE SCHEDULE BELOW c
12. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION DETAILS AND V C
REQUIREMENTS N •O •N
SHEATHING SCHEDULE: _J a O
WALLTYPE SHEATHING EDGE FASTENER SPACING L
SW-1 ONE FACE 6' DC a% 3
SW-2 ONE FACE 4.00 J9 (c
SW-3 TWO FACES 61OC L. =n 0
SWA TWO FACES 4'OC A N
HOLD-DOWN FULL -HEIGHT STUDS AND CONNECTING RODS CL C
HOLD-DOWN FULL -HEIGHT STUDS (MIN) THREADED ROD DIA ~ 2
FIRST FLOOR WALL BRACING HDU2SDS2.5 2 sm *'
SCALE: 1/4" z V-0" HDU4-SD82.5 2 5/r
HDU"DS2.5 2 SW G
HDUS-SDS2S 3 Wr L
HDUIISDS2.5 4 1' a
CAST -IN HOLD-DOWN ANCHOR BOLT S N
HOLD-DOWN ANCHOR (MIN EMBEDMENT) Q
( (, 5 1 HDU2SDS2.5 SST816 (12-) a'i gal � HDussoszs16(
IL
1
'HDUS-SDS2.5 SSTS28 (24-)
HDU1"DS2.5 SSTB28 (24-) Z
DRILLED4N HOLD-DOWN ANCHOR BOLTS j
HOLD-DOWN ANCHOR (MIN EMBEDMENT) Q
HDU2SCS2.5 117 DIA SET EPDXY(S-) m
HOU4SDS2.5 5/8• DIA SET EPDXY (10-)
HDU5SOS2.5 5/8' DIA SET EPDXY (1Z-) J
HDUB-SDS2.5 7/8' DIA SET EPDXY (15-) J
HOUI ISDS2.5 7/r DIA SET EPDXY (18-)
NOTE: FOR INTERIOR HOLD-DOWNS ABOVE LVL AND STEEL BEAMS,
SEE FIRST FLOOR FRAMING PLAN FOR CONNECTION.
V
J
J
Z o
� N jy-
Z N fLL=-1
_ qp�
Z W6�{N
W ¢vNiw
o y�
O
i p�1em
LU LLaCC
> m J xq
SECOND FLOOR WALL BRACING
SCALE: 1/4" =1'-0"
cE LLJ uj
L � z ¢ 3 ¢ 0
w i
] 0 O U
DRAWING NO.
S4.1
HORIZONTAL PANEL
EDGE (NOTE 2) -
Z
of
¢ 1'J' MIN. w/ (4)8d
= COMMON NAILS TO _
a EA STUD
O
FLOOR LEVEL
NOTES:
1. SEE GENERAL NOTES AND WALL BRACING SCHEDULE
FOR ADDITIONAL NAILING REQUIREMENTS
2. PROVIDE 2X BLOCKING AT WALL BRACING PANELS -
SEE BRACING PLAN AND SCHEDULE.
TYPICAL WALL PANEL
DETAIL
SCALE: N.T.S.
r 5/e FITTED STIFFERNERS E.S.
OF COLUMN WEB
e - �3 EDGES, TYP,
�
I
i�
/-lv- (TYP-TSB FLANGE)
1' / 94e�(MIN)
i
WF BEAM
i
FITTED STIFFENERS E.S.
'3 EDGES (TYP)
(4) %* 307 -�
THREADED ROD
CAST IN PLACE
wIPLATE WASHERS
& DBL NUTS
IN CONCRETE
w7—I
TACK WELD------
WF COL
BASE PLATE
(SEE DETAIL ON THIS SHEET)
CONTINUOUS
FOUNDATION WALL
MOMENT FRAME - SINGLE STORY
SECTION
SCALE: 314" :1'-T
ADDITIONAL JOIST
AT WALL BELOW
LIB
% GAP FOR
STRAPPING
SIMPSON RBC @ 18' O.C.
(JOIST TO PLATE)
TYPICAL INTERIOR SHEAR WALL
PARALLEL TO JOISTS
PROVIDE SOLD
BLOCKING
SIMPSON RBC @ 1T O.C.
(BLOCKING TO PLATE)
CONT RIDGE VET
IF READ
t OF SHEATHING
RAFTERS-- \
SIMPSON SLOPED HANGERS
1 JOINT
OR
ROOFSHEATHING ��
2X BLOCKING
_ _ ..3' IN.)
SIMPSON LSTA -------
STRAP TIE
--- STEEL STRAP @ 16.O.C.
TJI JOISTS @ IT O.C.
j i
SIMPSON FACE MOUNT
@ EACH RAFTER
LVL BEAM WITH POSTS @---�_. . "
GABLE ENDS AND PROVIDE )_
-" OR
—COLLAR TIES @ 18. O.C.
(SEE FRAMING PLAN)
�, i
-
HANGER
`.,
INTERMEDIATE POSTS WHERE `
INDICATED
PROVIDE SOLID BLOCKING
@ JOIST ENDS
d, \���
— yz'g CARRIAGE BOLTS or
LEDGER LOKS (TO SUIT
RAFTERS it
-- RAFTERS wl
BIRDSMOUTH CUT
• ♦ ;
4 •
♦ ♦
(PER MANUF. REQMTS)
%
WIDTH OF BEAM)
SIMPSON LSU26 —�
'_- SIII A23
• •
@ IT O.C. STAGGER SP.
POSTS BEYOND
LVL BEAM
j
MULTIPLE LVL
(SEE FRAMING PLANS)
TYPICAL RIDGE
SECTION
SCALE:NTS
NO PLY JOINT ................. ,.., ,�
1'-O' MAX
SEE ARCH
FLOOR JOIST DINGS.
PLYWOOD
SHEATHING (TYP)
TYPICAL INTERIOR SHEAR WALL
PERPENDICULAR TO JOISTS
SECTION
SCALE:NTS
PSL POST
HDU
COT 2X PLATE
wl V DIA BOLTS @ lT OC
(STAGGERED)
BEAM
t HOLES FOR WOOD
PADDING
(SEE TYPICAL FLUSH
FRAMED DETAIL)
TYPICAL PSL POST AND HDU ABOVE WF BEAM
SECTION
SCALE: NTS
TYPICAL GABLE WALL RAKE
SECTION
SCALE:NTS
2X TOP PLATE
(2) SIMPSON SDWC
@ 1W O.C. a H2.5A@ ITO.C.
8d COMMON
SHEATHING
NAILS 04'O.C. j
DINGS.
ROOF RAFTER
., VENT NOTCH
2X BLOCKING
FLOORJOISTS S
\\' = RIM JOIST
SIMPSON H2A @ ALL
RAFTER ENDS (H7Z @
ALL CORNERS)
TYPICAL EAVE DETAIL AT FLOOR DECK
SECTION
SCALE: NTS
TYPICAL FLUSH FRAMED LVL & TJI JOISTS
SECTION
SCALE: NTS
TJI JOISTS @ IT O.C. —
(SEE FRAMING PLAN)
PROVIDE SOLID BLOCKING
ABOVE LVL BEAM
(PER MANUF. REQ'MNTS)
MULTIPLE LVL —
(SEE FRAMING PLANS)
TYPICAL DROPPED LVL & TJI JOISTS
SECTION
SCALE:NTS
SPLICE CONN. PER MANUF.
REOMTS
LEDGER LOKS @ 18' O.C.
STAGGER SP.
LEDGER LLO SE(TO SUIT
WIDTH OF BEAM)
@ 18' O.C. STAGGER SP.
ROOF RAFTER
VENT NOTCH
2x BLOCKING -_ �•�
TOPPLATES ---------
+
(DBL ROW NAILING) A
+
Z
i
CEILING TIES
I
CEILING TIEIRAFTER
F-
NAILING PER CODE
SEE ARCH.
DINGS.
SIMPSON H2A @ ALL
RAFTER ENDS (H7Z @
ALL CORNERS)
TYPICAL EAVE DETAIL AT CEILING TIES
SECTION
SCALE:NTS
2X LET4N LEDGER wl
TIMBER LOKS @ IT O.C.
�n
STAGGER SP.
BASE PLATE
- W12 w/ WOW
SIMPSON SLOPED HANGER—�
°,¢'XB'X1'-8' '.�
PADDING,
/.
wl (4) % DIA
FIT WITHIN WALL
\
ROOF RAFTER —...
ANCHOR BOLTS
II
CONSTRUCTION.
\ \
CWRD w/ARCH
FOR ROOF PITCH REFER TO
VET NOTCH
ARCH. DINGS. -.._
/
2x BLOCKING
t---I �-
10
-
LOW ROOF RAFTERS
—
TOP PLATES
(DBL ROW NAILING)
j
RAFTER TOP/PLATE
SEE
NAILING PER CODE
ARCH
�l _
-
_oRCH
IPSO
SIMPSON
RAFTER ENDS(H7Z
MULTIPLE PLY BEAM (SEE FRAMING PLAN)
MULTIPLE
ALL CORNERS)
1' 3-
SIMPSON POST CAP (TO SUIT)
i PSL PLUS POST (SEE FRAMING PLAN)
BASE PLATE
TYPICAL LEDGER CONNECTION AT
TYPICAL EAVE DETAIL AT CATHEDRAL CEILING
PORCH RAFTERS & CEILING JOISTS
DETAIL
SECTION
SECTION
SCALE: 1"at'-T
SCALE:NTS
SCALE:NTS
TYPICAL GAMBREL ROOF PITCH CONNECTION
SECTION
SCALE: NTS
H2.5A RAI
TO PLATE
p�
H2.5A PLATE. — OPTION C C
TO STUD (( STUD RAFTER L
r
TYPICAL HURRICANE TIE (A � t►
INSTALLATION AT EACH RAFTER a O
DETAIL E
SCALE:NTS L
R.O. (SEE ARCH DWGS,-TYP)
�u
W
w
O
rc
—PSL POST (TYP)
SEE FRAMING PLANS
WF BEAM IN MF
WOOD WIND FRAME (SINGLE SPAN)
SECTION
SCALE: NTS
0) L
.219 cc
16.
SEE FRAMING PLAN FOR N
HEADER SIZE
LEOGERLOS @ 12' OC
STAGGER SPACING (TYP)
A
O
L
a
(2) SIMPSON N
LCE4 CONN
(1) EACH SIDE O
ca
W J
I.-
(9 W
Z_�
- HDU-2ATTACHED
TO POST
PER DETAIL ON
THIS SHEET
LL
:i
J rD
J �
Z •' �
N fn
W F�
Z D
S
ULu U) tZ
o OR N�
to a
.1
wU LL
J,
} y
rn m m
N W CA m y W l
w ¢ 3cr L)
DRAWING NO.
S5.1
19-139
LEVEL STABLE BASE THAT ,
COMPACTED AND ONTO WH
CRUSHED STONE HAS BEET
UNEVEN SETTLING (310 C&
C6
P
`PROPOSED
WELL
1
ItE
2)
, 77
ikl
12 ...
5:-
Q
CURRENT MAPPED
LIMIT OF ZONE AE
ZONE AE, EL. 12
(REFER TO LOMA FILING
CASE NO. 19-01-12674)
3) PLAN BK. 178, PG. 17
w
co
0
0
m
0
m
0
-o
0
o
TER_
I
r
�
I
I
� C
OPEN wA TER
p0N
N 81'02'36"IL::
33.
30E
1 8.51
PERIODICALLY
SUBMERGED AREA
mI:
PLAT 11
LOT 32
N/F
TEAL POND NOMINEE TRUST
PARKS
E ROAD
UARTMOUTH i NEIW DOW INT lin RM W PREPARED
SITE 'i RMUTM
OFF �OF o� OF I COMWNIl NIOLTLTH
EGEND
I • DH/FU DRILL HOLE/FOUND REC
_ � -� — LIMIT OF WETLAND
(RECORDED AT B.C. REGISTRY Of DEEDS) tRVG A p�
a00000eo� STONEWALL (TYP.) 1) PLAN IRK. 46. PG. 32.
l 2) PLAN BK. 83. PG. 113
J 3) PLAN BK. 178, PG. 17
V
SITE LOCUS D_ARTMOUTH PANNING BOARD
SCALE: 1-2000' APPROVAL UNDER SUBDIVIWN
CONTROL LAW NOT REQUIRED
MISHAUM (PRNATE) POINT N 81.0236• w 6H/FD
-- N 1SSC76• E - (496.3V TO ANG. IT.) 33.01' "n)
E 118.1d i ; OH/FD 201.00• _
- S �� (HELD LOT UNE 11.11") _ { a - .� N N Or34.43• E ROAD
1g' 631•
MANrD NCE BUILDINGS
(TO BE RELOCATED).
g emir w -
{ �ra�ilrrePLARM BOW
33s1•
- FAIN VE 04RIAOM11T 2OMAC BY-LOS MAR
AS%RE W ANY LOr CREATED AEMv
� t (� s eLALa4eLE:•
\
I LOCDS PLAT 11. LOT 33
PUT tt
LOT 32 OF RECORD,
LOT 3 s_ LOT 2 LOT 1 TEAL POND "NO�uwEE TM P�ALt�R WISIut PArtn+E1mBP
AREA. 106.400 %Tt (LOLL' �=�' .,` m 303 POPE ROAD
( ) :° •. ,-. _ .MEk_t49.000_ hDDlj•-�. AREA 144A00 SFTt (TDT CONCORD. MA 01742
_ 135AM SFr* CID ORS.
N HAJ F_.. 9Q60o ;cTt e z u.. DEE1Y.> 2871 PG Y29 PLAT 11
FFONTACE 2DiDO',4 - 97,040 SfT* (UPLAND)
64
LOT 34
: eeo sTt (t,PLAwJ'' J
N/F FRONTAGE 296.11' FRONTADE214.41' \ I
KERN M6NAUMJIM A.
01
-
04
w
IGl REG 15 4 DATE
1i () %K`oi
WA l 01
Nm-
1. THE LIMIT OF WMAND WAS DELINEATED BY DAVID PICHETTE,
WETLAND SCIENTIST, 94 OCT. k NOV, 2017. SEE WETLAND SITE
INSPECTION (FORM A-t) ISSUED BY THE DARTMOUTH CONSERVATION
COMMISSION DATED 11/20/17.
2. TOTAL AREA OF PLAT 11. LOT 33 (TO THE EDGE OF OPEN WATER
- SALT POND) AS SHOWN ON THIS PUN IS 9.2 h +/- . -
40 0 20 40 so
SCALE IN FEET
ti}pF1
p}
i
PERIODICALLY
�
5
/ / / 9"`_ ESE pF
SUBMERGED AREA =' APPROVAL NOT REQUIRED
PLAN
DRAWN fat
WATER
PARKER MISHAUM PARTNERSHIP
_S Dss612 w t96_9o' _._. -- —
(5 I
-� pFgft�
.� (TIDAL)
SPA- ph
ND
i MISHAUM POINT ROAD
�H�,
,/ DARTMOUTH, MASSACHUSETTS
SCALE: 1 "=40' DATE: APRIL 5, 2019
SALTER'S PONT - /19
IMPROVEMENT ASSO60001 DRAWN BY
Boucher & A7s�sociates. Inc.
�Atioro ; / LAND SURVEYORS 7 \ CONSULTANT RECEIVED
J 648 AMERICAN LEGION HIGHWAY
WESTPORT, MASSACHUSETTS 02790 MAY E 6 2019
(508) 636-5905
cOW-uvanoxco:a\msswx
COPYRIGM® 2019 BOUCHER k ASSOCIATES, INC. 11LE 3- 1-AN . rg