BP-92148EFIU__ COPY
TOWN OF DARTMOUTH ZONING REQUIRMEN-TS:
GENERAL RESIDENCE B DISTRICT
MINIMUM SETBACK TO STREET LINE = 60.00'
MINIMUM SETBACK TO SIDE LINE = 20.00'
MINIMUM SETBACK TO BACK LINE = 20.00'
EXISTING HOUSE LOCATION BASED ON EXIS-TING
EXISTING HOUSE LOCATION BASED ON
EXISTING FOUNDATION AS -BUILT DATED
APRIL 14, 1997 BY SITEC ENGINEERING
FILED WITH THE TOWN ON APRIL 17, 1997.
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SHANE M.
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FRONT ELEVATION
SCALE: 1/4"=1'—O"
RIGHT ELEVATION
SCALE: 1/4"=1'-0"
GENERAL NOTES
1. CONSTRUCTION OF THE RESIDENCE SHALL BE IN ACCORDANCE MITH THE DESIGN
CODES AND STANDARDS:
•780 CMR 51.00 MASSACHUSETTS RESIDENTIAL CODE AMENDMENTS
•ICC 2015 INTERNATIONAL RESIDENTIAL CODE
•140 MPH EXPOSURE B GUIDE TO WOOD CONSTRUCTION IN HKCH WIND AREAS FOR
ONE— AND TWO—FAMILY DWELLINGS
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTIFY ARCHITTECT OF ANY
DISCREPANCIES, AMBIGUITIES, OR INCONSISTENCIES PRIOR TO PR20CEEDING WITH THE
WORK.
3. WINDOW SIZES SHOWN ARE BASED ON ANDERSON 100 SERIES ((CASEMENT). CONFIRM
OWNER. CONTRACTOR SHALL VERIFY SIZES PRIOR TO ORDERING.. ROUGH OPETYPE AND MANUFACTURER WITH OWNER. CONFIRM GRILLS IN REIAR DOORS WITH
WINDOWS NNING FOR
VERIFY AND PROVIDE REINFORCINGBETWEENMULTTIIPLLEBUNIITSP(MIURLLED) AS I REQUIRED
BY MANUFACTURER AND APPLICABLE BUILDING CODES.
4. WINDOWS MUST MET THE FOLLOWING CRITERIA:
-GLAZING CLOSER THAN 18" TO THE FLOOR, EXCEEDING SIX (6)) SQUARE FEET IN
AREA, IN A DOOR, OR WITHIN 24° OF A DOOR MUST BE TEMPEERED.
5. DIMENSIONING STANDARD ARE AS FOLLOWS
-EXTERIOR DIMENSIONS AT BUILDING CORNERS REPRESENTS AN COUTSIDE FACE OF
STUD/FACE OF CONCRETE DIMENSION.
ERIOR
•REPRESENTS ITTHE CENTER SIOF THAT OPENING, WINDOWS,ING AT CASED FROM THE CENTF9R AND
DADOORS OPENING OR FACE OF WALL (OR FACE OF OPENING JAMB) OF
THER
-INTERIOR DIMENSIONING AT STUD WALLS REPRESENTS A DIMENSOON TO THE FACE OF
THE FINISHED WALL (U.N.O.)
6. STRUCTURAL DRAWINGS AND INFORMATION NOT PART OF THESE FPLANS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND LUMBER MANUFACTURER
7. ALL WORK SHALL MEET FEDERAL, STATE, AND LOCAL CODES/ REtQUIREMENTS
OTHERWISE.
S. ALL WALL ANGLES ARE 90 OR 45 DEGREES UNLESS DIMENSIONED OR NOTED
9. PROVIDE FOR PEWTER FIN LEVER SCHLAGE DOOR HARDWARE (CONFIRM WITH OWNER).
DOORS TO BE SOLID SMOOTH MASONITE 6—PANEL PRIMED AND PAINTED (CONFIRM
WITH OWNER). ALL TRIM TO BE PAINTED (CONFIRM WITH OWNER)1, 5/^ SPEEDBASE,
2'{6" COLONIAL DOOR AND WINDOW TRIM. TYPICAL OPENING ARE BASED. FLOOR TILE ON ADDITIONAL �k" PLYWOOD SUBFLOOR, WALL TILE ON '/�" DUROfCK WITH MOISTURE
RESISTANT GREENBOARD GWB THROUGHOUT BATHROOMS WHERE WAALL RECEIVES
PLASTER SKIMCOAT. ALL CEILING TO BE WHITE WITH SMOOTH FINE%H,
10. STAIRWAYS AND LANDING SHALL BE IN COMPLIANCE WITH ALL 78Co CMR SECTIONS
RELATING TO HANDRAILS AND GUARDRAILS.
11. CARBON MONOXIDE DETECTORS TO BE INSTALLED IN COMPLIANCE -WITH NICOLE'S LAW
12. ALL DUCTWORK AND HOT WATER PIPING SHALL BE INSULATED AN[b WHERE
NECESSARY, A VAPOR BARRIER FOR THE DUCTWORK TO PREVENT; (CONDENSATION.
13. SMOKE DETECTORS HARDWIRED PER CODE ARE PHOTOELECTRIC TYfPE. PROVIDE SMOKE
DETECTORS PER ALL LOCAL, STATE AND FEDERAL CODES.
14. PROVIDE HEAT DETECTOR IN GARAGE.
15. PROVIDE FIRESTOPPING AT ALL WALL CAVITY PENETRATIONS WITH MONCOMBUSTIBLE
MATERIAL, BOTH VERTICALLY AND HORIZONTAL PENETRATIONS.
16. PROVIDE FIRESTOPPING AND FIREBLOCKING OF CONCEALED SPACEIZ AT BASEMENT
WALL AND BETWEEN FLOOR LEVELS.
19. ALL WALL COVERING SHALL BE IN ACCORDANCE WITH CHAPTER 7'COF THE IRC.
J" TYPE X GYPSUM BOARD SHALL BE USED ON ALL INTERIOR GARBAGE WALLS AND
CEILING.
20.DRAWINGS HAVE BEEN PREPARED FOR 24%36" PLAN SHEETS. SCAA SHALL BE
REDUCED ACCORDINGLY FOR OTHER PLAN SHEET SIZES.
22 STRIPER CIRCLE SHEET 1 OF 2 SHEETS
26'-5�"
FOUNDATION NOTES
26'-5}"
FRAMING NOTES
- - - - - - - - - - - - - - - - -
_
1. FOUNDATION DESIGN BASED ON A MINIMUM SOIL
RAFTE_ 1. NO SUBSTITUTIONS OF BEAMS/ / N JOIST SIZES CAN BE
-
_
BEARING OF 3000 PSF.
2. CONCRETE SHALL REACH 28 DAY COMPRESSIVE
MADE WITHOUT ARCHITECTS APPROVAL.
EL 100.00'
EL. 99.50' EL 100.00'
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STRENGTH OF 3000 PSI.
2. USE SPF 1
# /#2 OR BETTER FOR KD STOCK AND #2 SYP
3. PROVIDE 5/8" ANCHOR BOLTS A MIN OF 7" INTO
EXTERIOR STUD WALL
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(WITH NONTOXIC PRESERVATIVE TREATMENT)) FOR PT STOCK.
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CONCRETE WITH 3"X3"X34" PLATES AS SHOWN ON THE
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3. ALL LVL'S SHALL BE TRUS JOIST MICROLAMA 2.OE. NO
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FOUNDATION PLAN AND 1-FT AWAY FROM CORNERS AND
NOTCHING TO LESS THAN THE DEPTH GIVEN IN THE PLAN.
EDGES OF BASEMENT WINDOWS. NOTE THAT THERE
N
INSTALL IN STRICT COMPLIANCE WITH MANUFFACTURER'S
EL 99.50'
SHALL BE A LEAST 2 BOLTS PER SECTION OF WALL
RECOMMENDATIONS.
DOOR OPENING TO BE
PLATE. PROVIDE SILL SEAL BETWEEN CONCRETE AND
4. USE 2-2"X8" (2"X4" WALL) SOLID HEADERS (WITH
CENTERED
N ERED WITH WALKWAY
SILL PLATE.
ATTIC ACCESS WITH
'/�" PLYWOOD U.N.O.). NOTE THAT IF HEADE-R DOES NOT FIT
" DIA. ANCHOR
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4. PROPOSED FOUNDATION SHALL BE CONNECTED TO
FOLD DOWN STAIRS
FOR STATED ROUGH OPENING HEAD HEIGHT♦ OF WINDOW,
REAR FOUNDATION
BOLT AT 32" O.C.
EXISTING FOUNDATION USING #4 BARS (18" LONG)
CONTACT ARCHITECT FOR SUBSTITUTION.
WALL
EL 100.00' W/ 3"x3"xl" l
�
EVERY 18" DOWELED INTO EXISTING FOUNDATION (9"
5. PROVIDE FULL BEARING UNDER ALL PLYS (OF LVL. (MIN. 3
WASHER (TYP.)
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EMBED.)
JACK STUDS).
54"
5. FOOTINGS TO BE ON UNDISTURBED EARTH WITH 2-#4
GARAGE
6. PROVIDE MIN. 2 JACK STUDS FOR ALL HEAiZERS OVER
LONGITUDINAL REINFORCING BARS. PROVIDE 48" MINIMUM
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OPENINGS 6'-0" OR GREATER.
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FROST COVER PROTECTION TYPICAL.
UTILITY
7. PROVIDE TWO SIMPSON H2.5A HURRICANE (CLIPS AT ALL
4" CONC. SLAB FLOOR
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6. TYPICAL FOUNDATION WALL IN FRONT IS 4'-0"H X 8"W.
u.� m
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RAFTER/TRUSS AND PLATE BEARING CONNETCTIONS.
REINFORCED WITH 6 MIL
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7• STEEL REINFORCING. HORIZONTAL: PROVIDE (2)- N0. 4
8. ALL FASTENING OF FRAMING, PLATES, SILL$, SHEATHING,
OVER 4" GRAVEL.
8" CONCRETE WALL
REBAR CONTINUOUS IN THE TOP AND BOTTOM 12" OF
AND OTHER WOOD MEMBERS SHALL BE IN ACCORDANCE
FOUNDATION WALL AND (1) NO. 4 NEAR MID -HEIGHT OF
WITH THE DETAILS SHOWN AND MINIMUM REQUIREMENTS OF
24"x12" CONC.
THE WALL. VERTICAL PROVIDE (1) NO. 6 VERTICAL
THE MASSACHUSETTS STATE BUILDING CODES.
EL 100.00'
FTG. BELOW 10"
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REBAR AT 48" O.C. BETWEEN (BASED ON 780 CMR
9. CONNECTORS SHOWN ARE AS MANUFACTURFED BY SIMPSON
STRONG TIE. SUBSTITUTIONS MUST BE APPFROVED BY
EXISTING FOUNDATION CONCRETE WALL
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TABLE R405.1 GROUP I SOIL CONDITIONS). THE
20 MIN. FIRE RATED DOOR
ARCHITECT. INSTALLATION OF ALL TmRS SHALL BE IN
DROP AT EXISTING
DISTANCE FROM THE FACE OF THE SOIL SIDE OF WALL
STRICT ACCORDANCE WITH THE MANUFACTNUFACTUFRERS
GARAGE DOOR I
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TO THE CENTER VERTICAL REINFORCEMENT SHALL BE AT
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INSTRUCTIONS AND MUST EMPLOY ALL REQtUIRED
LEAST 6.75".
FASTENERS.
4" SHELF ® EL. 98.50' FOR I '_
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8. PROVIDE 2 COATS OF DAMPPROOFING AND SEAL ALL
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10. ALL CONNECTORS SHALL BE HOT DIPPED GALVANIZED.
STONE VENEER (TYP. EITHER
ROD HOLES.
" 2x6 PARTITION WALL I
11. SPILT WOOD IS NOT ACCEPTABLE FOR ANY, (CONNECTION.
SIDE OF GARAGE DOOR OPENING) I
. I
9 CONFIRM
ON I M PENETRATION LOCATION THROUGH
HR UGH FOUNDATION
(R-21 INSULATION)
12. ALL EXPOSED FRAMING MEMBERS SHALL BF TREATED PER
EL 100.00' EL 100.00'
IZ�l
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AWPA REQUIREMENTS, MEMBERS IN CONTACiT WITH SOIL
-•
ACCESS, ETC. VERIFY IF SUMP PIT REQ'D AND CONFIRM
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16-FT x 7-FT GARAGE DOOR
SHALL BE TREATED PER AWPA C23/C24 CfCA 0.60. JOB
AB ELEVATION AT DOOR = 99.17'
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LOCATION.
SITE FABRICATION AND BORES SHALL BE TRREATED IN
- - - - - - - - - - - -
10. PROVIDE FLOOR SLAB CONTROL JOINTS IN STRICT
ACCORDANCE WITH AWPA STD. M4.
_ _
_"
ACCORDANCE WITH THE CODE.
13'-0" 13'-0"
13. ALL MANUFACTURED LVL WOOD FRAMING CMMPONENTS
El 100.00'
11. THE ELEVATIONS SHOWN ARE FROM THE TOP OF
26 -0
SHALL HAVE THE FOLLOWING PHYSICAL PRCOPERTIES:
�
DOOR OPENING
CONCRETE WALL.
E=2.OX10-6PSI, F8=260OPSI, FV=285PSI.
EL. 98.50' (TYP.)
12. OPTIONAL -PROVIDE 6" ADS PERFORATED FRENCH
14. ALL PLYWOOD WALL SHEATHING EXTENDS TCO TOP OF WALL
DRAIN PIPE WRAPPED WITH SILTATION CLOTH BELOW
BASEMENT
2x6 EXTERIOR WALL
PLATE AND TO BOTTOM SILL ADJACENT TO FFOUNDATION.
16'-6"
BASEMENT GRADE. RUN TO DRYWELL.
MNFA 0
(R-21 INSULATION)
15. ALL FASTENING OF FRAMING, PLATES, SILLS;, SHEATHING
4 -9„
4,-9"
AND OTHER WOOD MEMBERS SHALL BE IN ♦ACCORDANCE
WITH THE DETAILS IN THE LATEST INTERNATFIONAL
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RESIDENTIAL CODE AND 140MPH EXPOSURE= B GUIDE TO
EL 100.00'
WOOD CONSTRUCTION IN HIGH WINDS AREAS FOR ONE -
AND TWO-FAMILY DWELLINGS, WHICHEVER I�8 MORE
STRINGENT.
EXISTING FOUNDATION
STRUCTURAL NOTES
DROP AT EXISTING
GARAGE DOOR
EL 100.00' (ASSUMED)
1. STRUCTURAL DRAWINGS (BY OTHERS) FOR ROOF TRUSSES
FRONT FOUNDATION
AND GARAGE DOOR HEADER ARE TO BE USF._D WITH THE
WALL
26'-0"
ENTIRE SET OF DRAWINGS.
GARAGE PLAN
2. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED.
METHODS OF CONSTRUCTION AND ERECTIONI(OF ALL
FOUNDATION PLAN
SCALE: 1/4"=1'-O"
STRUCTURAL COMPONENTS ARE THE CONTRASCTOR'S
RESPONSIBILITY.
SCALE: 1/4"=1'-O"
3. THE CONTRACTOR IS RESPONSIBLE FOR DISSEMINATION OF
ALL DRAWINGS AND REVISIONS.
4. REASONABLE CARE HAS BEEN TAKEN IN THE PREPARATION
OF THE STRUCTURAL DRAWINGS AND SPECIFi'4CATIONS,
HOWEVER THE ENGINEER DOES NOT GUARANTEE AGAINST
aex.a+anaaa�ra�xmwan+c€n wine
HUMAN ERROR AND FOR THAT REASON IT I$ IMPERATIVE
CONTINUOUS
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THAT THE CONTRACT SHALL CHECK AND VEFRIFY ALL
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RIDGE VENT
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DIMENSIONS, ELEVATIONS, AND CONDITIONS PAT THE SITE IN
ROOFING SHINGLES g r
WITH 15LB UNDERLAYMENT
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COORDINATION WITH THE DRAWINGS. ALL DISCREPANCIES
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SHALL BE BROUGHT TO THE ATTENTION OF 1THE ARCHITECT
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IN WRITING BEFORE PROCEEDING.
CDX PLYWOOD
ICE AND WATER
ROOF TRUSSES
SHIELD 72'
SAVE
ALONG
mar.»x ETsrtslFat[
+ I�rVcEais+ D,POCE "3MMrWEAM"
(BY OTHERS)
PARTIAL HEIGHT BLOCKING V-ram
aEnnnM�m�am»en
BETWEEN TRUSSESWN
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ALUMINUM FASCIA,
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�, a a �a asmu,E"vm_J�
, "
DRIP EDGE AND
10® 16" O.C. STRAPPING GYPSUM BOARD
g
GUTTER (TYP.) p
OPPOSMWEOF-4"TMG
s+*«
CONTINUOUS
,ma €r.rmocaewccrax++sa
ow 60Como ORC .xMba �•
WITH. ffifI 0"G4.1M1Yii1FD86x "N.ShS
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`°'�"m'ct�"'
s
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SOFFIT VENT
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a
rya€nrasl:acsr�msus,as
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2x6 EXTERIORIrx
T;�pLx�nsa€Facas.+a3
ANCHOR BOLT
°'
WALL (TYP.)
(SEE FOUNDATION PLAN)
" ZIP SYSTEM
2X6 P.T. SILL PLATE
WALL SHEETING
WITH SILL SEAL
6
+°'
as cF ,aa�m
_ - - - - - - - - -
d 0
:#Vaf P7PFK
Z
7_4"
CONCRETE SLAB
FOUNDATION WALL
e"neararel
2
1"x24" FOOTING
FRONTELEVATION SECTION
TYPICAL SECTION
For SI, Iinch =25.4rnm,l#M 3048mm.
SCALE: 1 /4"=1'-0"
FIGURE R602.10.6.3
METHOD PFC -PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, BAND C
22 STRIPER CIRCLE SHEET Z OF 2 SHEETS
TOWN OF DARTMOUTH ZONING REQUIRMENTS:
GENERAL RESIDENCE B DISTRICT
MINIMUM SETBACK TO STREET LINE = 60.00'
MINIMUM SETBACK TO SIDE LINE = 20.00'
MINIMUM SETBACK TO BACK LINE =20.00'
EXISTING HOUSE LOCATION BASED ON EXISTING;
EXISTING HOUSE LOCATION BASED ON
EXISTING FOUNDATION AS -BUILT DATED
APRIL 14, 1997 BY SITEC ENGINEERING
FILED WITH THE TOWN ON APRIL 17, 1997.
V1 OF
'ell 14
o�
HONE M.
CIVIL
Na 49821
BUILDING DIMENSIONS
AT: 22 STRIPER CIRCLE
FOR: ANTONIO AND FILOMENA SCQUSA
A�
I� At
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SCALE: T'.= 40'
CITE: 3130/19
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