HomeMy WebLinkAboutBLD-17-006427FOUNDATION
LEGEN D
- UZI "-'
LXI5IING GUNIUUK
X 99.1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
Y
TEST HOLE
2,7-'
SLOPE OF GROUND
11) AS SHOWN ON COMMUNITY PANEL
UTILITY POLE
Y
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
SYSTEM PROFILE
(NOT TO SCALE)
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
10.6' AAIIWUI IAA 79;' nP' 1 -Mir -0 M/CD DDC/'ACT
PRECAST H-10
RISERS (TYP.)
2'• 4"OSCH40 PVC
6" MIN. SUMP PIPES LEVEL 1ST 2'
12" MIN. INT. DIM.
10" 1500 GAL H-20 14"
8 68' TEE SEPTIC TANK TEE f�8.43'
00000000000 :AER1EST D'BOX
GAS BAFFLE ::; °'o,o�o°o°o° VELNESS
4' LIQ. LEVEL (ACME OR EQUAL) ': 8.23' 6'
.100 Oo 0 0 0 0 0 0 0 0 0 0 0 'O 0 0 0 0 0 0
• o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
000000000000000000000000000000000000000000000
�'000„o_n_n„n-n_n 0 0 0 0 0 n.n_n_n_n-n.o o
4 6" CRUSHED STONE OR MECHANICAL
L� COMPACTION. (15.221 [2])
8.03'
(_2.5% SLOPE) (-L% % SLOPE) (1 % SLOPE)
H-20 H-20
11' SEPTIC TANK 20' D' BOX 5'
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 8/28/14
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
4'
p" 9.5' p„
A
LS
1OYR 3/2
E
LS
1OYR 6/2
B
LS
1OYR 3/6
C
MS
1OYR 6/8
A
LS
1OYR 3/2
3" 4„
E
LS
1OYR 6/2
B
LS
10YR 3/6
C
FS
2.5Y 6/6
7" 8.9' 1319
22"
PERC
120"
7.7' 20"
-0.5' 120"
BENCHMARK:
» HYDRANT TAGBOLT
= 10.94 NAVD88
100.00'
2'
0�N
MARK CORNERS OF
LEACHING FIELD W/ PROVIDE INSPECTION PORTS TO
REBAR SET 4" 6ELOW WITHIN 3" OF FINISH GRADE
GRADE 2% SLOPE
FILTER FABRIC
1
/El -6.6-1 TOP 8.38' FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ.
\ . \<C\X
CLEAN FILL
4" PERFORATED PVC 3. O.C. S=0.005 O
3/4"-1-1/2" DOUBLE WASHED a ;
10" STONE LEACHING FIELD 6"DEPTH MIN BELOW INV.
0
LEVEL BOTTOM o 7'70,
LEACHING
FACILITY
-q�
0 1007o RESERVE � TH1
1 32
_ TH2
O
LOT 81 [11,0] 11.2' O C
9000 SF o o
10'5 30.3
PROPOSED 4
c° DWELLING -o C
0 0 �1
o CRAWLSPACE
SLAB = 10.2
PA TOF = 12.0
[09.5]
10 MART
ELEV. 20'2 [10.0] vim. PROPOSED
[10.5 DRIVE
9.5' 10.01 E E - E
100.00'
0 g
S�
7.20'
5.0' :�_
ADJUSTED GROUNDWATER EL. 2.2
GROUNDWATER ADJ. DATA:
WELL: MIW 29
VJ
O
co
z
ALA
LOCUS MAP
ZONE: A SCALE 1 "=2000'f
ADJUSTMENT: 2.5' NOTES
(AUGUST) ASSESSORS MAP 26 PARCEL 64
8.4'
SYSTEM DESIGN:
7.8'
GROUNDWATER ADJ. DATA:
WELL: MIW 29
ZONE: A
ADJUSTMENT: 2.5'
(AUGUST)
-0.5'
GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED
AT 118" EL. -0.3 AT 116" EL. -0.2
Scale: 1 "= 20'
LICE # 14-207 0 10 20 30 40 50 FEET
110
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
USE',A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE IIIA 1500 GAL. SEPTIC TANK
LEACHING:
440 !,GPD / (.74) = 595 SF REQUIRED
10' X 60' = 600 SF OK
600 'SF X .74 = 444 GPD OK
USE 'A 10' X 60' PIPE AND STONE LEACHING FIELD
0l•_
o
se
'Q
�¢ "
omit
m
l
(EL
OW t
11) AS SHOWN ON COMMUNITY PANEL
m �
3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
#25001 CO589J DATED 7/16/2014
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
cb
7-
otih a
c�
o
o
0
c
1 P
a
a
�
D
Shoe
el
K'
uth
WITH
Nantucket
310 CMR 15.000 (TITLE 5.)
Sound
9,000 S.F.
Locu
MIN. LOT FRONTAGE 150'
90'
LOCUS MAP
ZONE: A SCALE 1 "=2000'f
ADJUSTMENT: 2.5' NOTES
(AUGUST) ASSESSORS MAP 26 PARCEL 64
8.4'
SYSTEM DESIGN:
7.8'
GROUNDWATER ADJ. DATA:
WELL: MIW 29
ZONE: A
ADJUSTMENT: 2.5'
(AUGUST)
-0.5'
GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED
AT 118" EL. -0.3 AT 116" EL. -0.2
Scale: 1 "= 20'
LICE # 14-207 0 10 20 30 40 50 FEET
110
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
USE',A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE IIIA 1500 GAL. SEPTIC TANK
LEACHING:
440 !,GPD / (.74) = 595 SF REQUIRED
10' X 60' = 600 SF OK
600 'SF X .74 = 444 GPD OK
USE 'A 10' X 60' PIPE AND STONE LEACHING FIELD
Yarmouth Health Department
APP VED
Nacre Date
DATE
DANIEL A. OJALA, P.E., P.L.S.
SITE PLAN
OF
#9: MAYO ROAD
SOUTH YARMOUTH, MA
PREPARED FOR
ROBIN CITRANO
DATE: JULY 20, 2016
off 508-362-4541
I fax 508-362-9880
downcope.com
do wa c4pe engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
14-207
1. DATUM IS NAVD 88
LOCUS IS WITHIN FEMA FLOOD ZONE AE
(EL
2. MUNICIPAL WATER IS PROPOSED
11) AS SHOWN ON COMMUNITY PANEL
3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
#25001 CO589J DATED 7/16/2014
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-]�(
ZONING SUMMARY
5. PIPE JOINTS TO BE MADE WATERTIGHT.
ZONING DISTRICT: R-25 DISTRICT
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
REQUIRED:
PROPOSED:
WITH
310 CMR 15.000 (TITLE 5.)
MIN. LOT SIZE 25,000 S.F.
9,000 S.F.
MIN. LOT FRONTAGE 150'
90'
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
MIN. FRONT SETBACK 30'
30.3'
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
MIN. SIDE SETBACK 15'
15.1'
MIN. REAR SETBACK 20'
20.2'
S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
MAX. BUILDING COVERAGE 25%
17% .
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
OWNER OF RECORD
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
JOHN A & ROBIN M CITRANO
WORK.
35 BUEHLER ROAD
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
BEDFORD, MA 01730
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
/� �+
REFERENCES
12. FLOOD RESISTANT FOUNDATION DESIGN BY
OTHERS. ALL' UTILITIES TO BE ABOVE FLOOD
ZONE ELEVATION 11. SLAB TO BE ABOVE LOWEST
DOC 1255086
ADJACENT GRADE. APPROXIMATELY 4 SMART
LCP 21122 A
VENT FLOOD VENTS OR EQUAL TO BE INSTALLED
I
WITHIN 1' OF', GRADE REQUIRED.
Yarmouth Health Department
APP VED
Nacre Date
DATE
DANIEL A. OJALA, P.E., P.L.S.
SITE PLAN
OF
#9: MAYO ROAD
SOUTH YARMOUTH, MA
PREPARED FOR
ROBIN CITRANO
DATE: JULY 20, 2016
off 508-362-4541
I fax 508-362-9880
downcope.com
do wa c4pe engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
14-207
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ENGINEERING,
CONSULTANTS
ANT
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structural • chvil • environmental
127.
9 MILLSTONE ROAD.
B
RE
W
STE
R MA 02631'
(774)353-2144
353-214
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ENGINEERING,
CONSULTANTS
ANT
a.
structural • chvil • environmental
127.
9 MILLSTONE ROAD.
B
RE
W
STE
R MA 02631'
(774)353-2144
353-214
4
�� i� i�
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r��vJ VR I'ICLU l�C1HIV
I _ ;. hCJ'IVIHUt MAY K�NU�R:-THF, I I nen-►-t;pi 1-1.41 -k-- Knnncr
.106#:17-109
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DATE: 0412-2017
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PROJECT ADDRESS:.
9 MAYO FP ,
5 MWOUT1, MA
�x
Z] E
CONSULTANT
structural • civil -environmental
.1279 MILLSTONE ROAD.
BREWSTER, MA 02631
(774) 353-2144.1
JOB#: 17-109
SHEET
Cs 1.1
DATE:. 04-12-2017
SCALE: NONE
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PROJECT ADDRESS:.
9 MAYO FP ,
5 MWOUT1, MA
�x
Z] E
CONSULTANT
structural • civil -environmental
.1279 MILLSTONE ROAD.
BREWSTER, MA 02631
(774) 353-2144.1
JOB#: 17-109
SHEET
Cs 1.1
DATE:. 04-12-2017
SCALE: NONE
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GENERAL NOTES (See also Project Specifications):
1. The deneral Conditions state that the Contract Documents are complimentary.
2. Provide the services of a Massachusetto Registered purveyor to layout structure on site
and establish existing elevations. Elevation of finished floor shall be established by
Architect with elevation information provided by Ourveyor.
3. The deneral Contractor is responsible for all the work.
A. Build and install parts of the Work level, plumb, square and in correct position.
B. Make joints tight and neat. If ouch is impossible, apply moldings, sealant or other
joint treatment ao directed by Architect.
C. Under potentially damp conditions, provide galvanic insulation between different
metals which are not adjacent on the galvanic scale.
D. Apply protective finish to parts of the Work before concealing them. For example,
paint door tops, bottoms, glazing stops, glazing rebates, and hardware cutouts before
hanging doors, and paint corrodible mounting plates before installing parts over them.
E. Where accessories are required in order to install parts of the Work in usable form
and to make the Work perform properly, provide ouch accessories. If special toolo
are required to maintain, adjust and repair products, provide them.
F. Follow manufacturer's instructions for assembling, installing and adjusting products.
Do not install producto in a manner contrary to the manufacturer's instructions
unless authorized in writing by the Architect.
CI. Adjust and operate all items of equipment, leaving them fully ready for use.
H. The division of the Documents into Architectural, Otructural, Electrical, Mechanical,
Plumbing and Civil components is not intended as division of the Work by trade or
otherwise.
I. Provide utility installations from lot line to house including underground electrical,
water, telephone and CATV to comply with all local codes and requirements.
J. Concrete shall have compressive otrength of 3000 psi @ 28 days for wallo and
3600 poi @ slab work, and reinforcing rods & woven wire fabric (WWF) per drawings.
Where noted, provide hard steel trowel finish on olabs.
Dampproofing shall be factory manufactured oemi—mantic consistency from asphalts
and mineral fibers, and installed on all walls and footings.
Piero for decks shall be concrete filled 0onotube forms.
4. The deneral Contractor Shall verify all dimenoiono at the site and shall notify the
Architect of any discrepancies before proceeding with the Work or purchasing materials
or equipment. Verify critical dimensions in the field before fabricating items which must
fit adjoining construction.
6-. All details are typical unless otherwise noted and are not necessarily Shown in the
Documents at all locations where they occur.
6. The Architectural Documents govern the location of all Electrical and Mechanical items
installed as a part of the Work.
7. Existing items which are not to be removed and are damaged or removed in the course
of the Work shall be repaired and replaced in like new condition without cost.
NEW HOME
FOR
THE CITRANO FAMILY
8. Existing surfaces disturbed during the course of the work shall be reconstructed and
finished to match adjoining surfaces. Patched areas shall be finished in ouch a manner
as to provide visual and structural continuity across the entire affected surface.
9. All voids created or Surfaces disturbed resulting from cutting, removal or installation of
elements as part of the Work shall be filled and finished to match adjoining construction.
10. Except as provided in the Documents, no structural member or element shall be cut
without written approval of the Architect. The deneral Contractor shall coordinate all
cutting and shall advise the Architect of any potential conflicts with new or existing
structure.
11. Demolition work shall only be carried out once all temporary shoring and bracing is in
place. Removal of all temporary supports shall be completed only after new work is secure
and complete.
12. All materials, equipment and workmanship shall conform to the requirements of
authorities having jurisdiction of the Work.
13. All materials and equipment shall comply with the Occupational safety and Health Act,
including all amendments.
14. All materials and equipment shall conform to the requirements of authorities having
jurisdiction regarding not using or installing asbestos or asbestos—containing materials.
15- All paint used on all products and assemblies shall conform to A.N.0.I. Z66.1,
Specifications for Paints and Coatings Accessible to Children to Minimize Dry Film Toxicity.
16. All warranties, guarantees and service maintenance agreements shall commence on the
date of Substantial Completion of the Work or of the item being guaranteed, whichever is
later, so that the Owner may receive full use of the item for the guarantee or warranty
period.
17. dENERAL WORK TO BE PERFORMED A0 PART OF THE dENERAL CONSTRUCTION:
A. Deal cracks and openings to make the exterior skin of the building tight to water and
air entry.
B. Provide adequate blocking, bracing, nailers, fastenings and other supports to install
parts of the work securely. Blocking, bracing, nailero, fastenings and other supports
shall be of a type not subject to deterioration or weakening as the result of
environmental conditions or aging.
d. Perform cutting and patching for all trades. Patch holes where ducts, conduit, pipes
and other products pass through or are being removed from existing construction.
D. Provide chases, furred spaces, trenches, covers, pits, foundations and other
conotruction required in conjunction with the Work. If ouch construction io not
shown on the Drawings, coordinate with Architect for sizes and placement.
E. Provide and coordinate access dooro and panels as required for access to equipment
requiring adjustment, inspection, maintenance or other access and as required for access
to spaces not otherwise accessible, such as attics and crawl spaces.
F. Check Drawings and manufacturers' literature for requirements for bases, pado, and
other supporting structures. Provide such structures. Remove supporting structures
associated with removed equipment and patch remaining surfaces.
d. As part of one year warranty specified in the deneral donditions, repair cracks and
other damage which occur as a result of settlement and shrinkage during the first year
after Oubstantial Completion.
18. All work shall conform to the applicable sections of the Massachusetts Otate Building
Code, Eighth Edition. For residential projects, particular attention shall be paid to Chapter
36 — One & Two Family Dwellings, especially Table 3606.2.3 "Fastener Schedule for Otructural
Members" and duide to Wood Frame Construction 110 mph in high wind areas for One &
Two—Family Dwellings,
I ABBREVIATIONS
AB.
ANCHOR BOLT
JT
1
AF.F.
NEW HOME
FOR
THE CITRANO FAMILY
8. Existing surfaces disturbed during the course of the work shall be reconstructed and
finished to match adjoining surfaces. Patched areas shall be finished in ouch a manner
as to provide visual and structural continuity across the entire affected surface.
9. All voids created or Surfaces disturbed resulting from cutting, removal or installation of
elements as part of the Work shall be filled and finished to match adjoining construction.
10. Except as provided in the Documents, no structural member or element shall be cut
without written approval of the Architect. The deneral Contractor shall coordinate all
cutting and shall advise the Architect of any potential conflicts with new or existing
structure.
11. Demolition work shall only be carried out once all temporary shoring and bracing is in
place. Removal of all temporary supports shall be completed only after new work is secure
and complete.
12. All materials, equipment and workmanship shall conform to the requirements of
authorities having jurisdiction of the Work.
13. All materials and equipment shall comply with the Occupational safety and Health Act,
including all amendments.
14. All materials and equipment shall conform to the requirements of authorities having
jurisdiction regarding not using or installing asbestos or asbestos—containing materials.
15- All paint used on all products and assemblies shall conform to A.N.0.I. Z66.1,
Specifications for Paints and Coatings Accessible to Children to Minimize Dry Film Toxicity.
16. All warranties, guarantees and service maintenance agreements shall commence on the
date of Substantial Completion of the Work or of the item being guaranteed, whichever is
later, so that the Owner may receive full use of the item for the guarantee or warranty
period.
17. dENERAL WORK TO BE PERFORMED A0 PART OF THE dENERAL CONSTRUCTION:
A. Deal cracks and openings to make the exterior skin of the building tight to water and
air entry.
B. Provide adequate blocking, bracing, nailers, fastenings and other supports to install
parts of the work securely. Blocking, bracing, nailero, fastenings and other supports
shall be of a type not subject to deterioration or weakening as the result of
environmental conditions or aging.
d. Perform cutting and patching for all trades. Patch holes where ducts, conduit, pipes
and other products pass through or are being removed from existing construction.
D. Provide chases, furred spaces, trenches, covers, pits, foundations and other
conotruction required in conjunction with the Work. If ouch construction io not
shown on the Drawings, coordinate with Architect for sizes and placement.
E. Provide and coordinate access dooro and panels as required for access to equipment
requiring adjustment, inspection, maintenance or other access and as required for access
to spaces not otherwise accessible, such as attics and crawl spaces.
F. Check Drawings and manufacturers' literature for requirements for bases, pado, and
other supporting structures. Provide such structures. Remove supporting structures
associated with removed equipment and patch remaining surfaces.
d. As part of one year warranty specified in the deneral donditions, repair cracks and
other damage which occur as a result of settlement and shrinkage during the first year
after Oubstantial Completion.
18. All work shall conform to the applicable sections of the Massachusetts Otate Building
Code, Eighth Edition. For residential projects, particular attention shall be paid to Chapter
36 — One & Two Family Dwellings, especially Table 3606.2.3 "Fastener Schedule for Otructural
Members" and duide to Wood Frame Construction 110 mph in high wind areas for One &
Two—Family Dwellings,
I ABBREVIATIONS
AB.
ANCHOR BOLT
JT
JOINT
AF.F.
ABOVE FINIOH FLOOR
LAd
LAd BOLT
ACT
AdOUsTIdAL TILE
LAM.
LAMINATE
ALUM
ALUMINUM
LAV.
LAVATORY
ANOD
®
ANODIZED
AT
L
MFR
LENdTH
MANUFACTURER
BSMT
13AOEMENT
M.O.
MASONRY OPENINd
BIT
BITUMINOUO
MAT,
MATERIAL
BLK
BLOCK
MAX
MAXIMUM
BLKd
BLOCKINd
MECH.
MECHANICAL
BOTT
BOTTOM
MIN.
MINIMUM
B.O.W.
BOTTOM OF WALL
MTD.
MOUNTED
BM
BEAM
NO
NUMBER
BLDO
BUILDINd
NOM.
NOMINAL
CPT
CARPET
N.I.d.
NOT IN CONTRACT
doa1T
dAS1EMENT
N.T.O.
NOT TO pdALE
CK
dAULK(INd)
O.d.
ON CENTER
dLd
dnLINd
OH
OVERHEAD
dLoo
CLOSET
OPNd.
OPENINd
dOL
COLUMN
PNT•
PAINT
dONd.
CONCRETE
PTD
PAINTED
CMU
CONCRETE MAOONRY UNIT
PNL
PANEL
CONST.
CONSTRUCTION
PART.
PARTITION
CONT.
CONTINUOUS
PL
PLATE
CJ
CONTROL/CONOTR. JOINT
PLAO.I
PLATER
CI'OK
COUNTERSUNK
P.LAM.
PLA$TId LAMINATE
DET.
DETAIL
PLBd.
PLUMBINd
DIA
DIAMETER
PLYWD
PLYWOOD
DIM.
DIMENSION
P.T.
PRESIOURE TREATED
DR
DOOR
Q.T.
QUARRY TILE
DH
DOUBLEHUNd
REQ'D
REQUIRED
DRWR
DRAINER
REF.
REFIdERATOR
DWd(S)
DRAWINd(0)
REV.
REVISIONS
DF
DRINKINd FOUNTAIN
R
RIDER
DW
DIS1HWA9HER
RD
ROOF DRAIN
ELEd.
ELECTRIC(AL)
RM.
ROOM
EL
ELEVATION
R.O.
ROUdH OPENINd
ELEV.
ELEVATOR
SECT.
OEdTION
EMER
EUERGENCY
�dHED.
OdHEDULE
EQ
EQUAL
SPEC.
OPEdIFIdATIONO
EXIST.
EXIs'TINd
OL
OIDELIGHT
or EXd.
OTD.
OTANDARD
EJ
EXPANSION JOINT
O&P
{SHELF&POLE
EXP
EXPOSED
OTL
STEEL
EXT.
EXTERIOR
SUSP.'
SUSPENDED
FIN
FINISHED
THK
THICK
FA
FIRE ALARM
T&B
TOP&BOTTOM
F.B.O.
FURNISHED BY OWNER
T&G I
TONGUE&dROOVE
FE
FIRE EXTINdulSIHER
T.O.F. ii
TOP OF FOUNDATION
FL
FLOOR(INd)
T.O.W. ''
TOP OF WALL
FLUOR
FLUORESCENT
TI
TREAD
FT
FTd.
FOOT
FOOT1Nd
TYP. i
TYPICAL
FND.
FOUNDATION
UNFIN.
V.I.F.
UNFINISHED
VERIFY 1N FIELD
FURR
FURRED(INC)
VIN
VINYL
d
OAS
VdY
VINYL COMPOSITION TILE
dALV.
CC
dALVANIZED
dENERAL CONTRACTOR
VWC
VINYL WALL dOVERINd
OL
dLASs/dLAZINd
Wd
WATER CLOSET
OR
dRADINd
W
WIDE/WIDTH
dYP.BD.
dYPSUM BOARD
w/
W/o
WITH
WITHOUT
HDBD
HARDBOARD
W.W.M.
WELDED WIRE MESH
HDWD
HARDWOOD
WD
WOOD
HVAC
HEATINd,VENTILATINd.
& AIR CONDITIONINd
HDWR
HARDWARE
HOT
HEIdHT
H.11.
HOLLOW FETAL
INSUL
INSULATION
INT.
INTERIOR
JT
JOINT
SYMBOLS
SMA
NORTH ARROW
OEdTION INDICATOR - LETTER
IN TOP HALF OF CIRCLE IND1dATEO
THE OPEdIFId OEOVION. THE NUMBER
AND LETTER IN THE BOTTOM HALF
INDIdATEN THE DWd. ON WHICH
THE NEdT10N APPEARS
NEW OPOT ELEVATION
EXIOTINd (SPOT ELEVATION
NEW CONTOURS
EXIOT1Nd CONTOUR
LEVEL LINE OR
WORKINd POINT
COLUMN dOORDINATEO &
REFERENCE dRID LINES
ROOM NUMBER
DOOR NUMBER
WINDOW TYPE
WALL TYPE
INTERIOR ELEVATION
NUMBERS INDICATE ELEVATION
NUMBER & LETTER INDIdATEO
THE DRAWINd WHERE THE
ELEVATIONS ARE LOCATED
REVISION MARK
dONdRETE - PLAN OR OEdTION
BRICK - PLANO OR OECTIONO
CONCRETE BLOCK
PLANS OR OEdTIONO
PLYWOOD
OTEEL. LARdE SCALE
ROUdH LUMBER
FINISH LUMBER
INSULATION - RIdID
INSULATION - BATT
EARTH
COMPACT dRAVEL
WELDED WIRE MESH
PROPERTY LINE
CENTER LINE
SCHEDULE OF DRAWINGS
T-1
A-1
A-2
A—?
A-4
A
A—E
RAW
•
TITLE SHEET
FIRST FLOOR PLAN/SCHEDULE$
SECOND FLOOR PLAN
ELEVATIONS
ELEVATIONS
FOUNDATION PLAN
FIRST FLOOR FRAMING PLAN/
NAILING SCHEDULE
SECOND FLOOR & ROOF
FRANKING PLANS
CROSS SECTION/DETAILS
.i OWN OF YARMOUTH
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
ANCE. ERRORS OR OWAISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY 0 " S BUILT"
COMPLIANCE
DATE:
V �
BUIL ING 0 -FICIAL
MLE COPY
A CERTIFIED AS BUILT I5 REQUIRED
BEFORE FINAL INSPECTION
DRAWINGS ARE
REPRESENTATIONAL ONLY
DO NOT
SCALE
DRAWINGS
STAMP:
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4/10/2015
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PROJECT #:
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DATE ISSUED:
4/10/2015
REVISIONS:
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PROJECT #:
DRAWING NO.:
T1
F
BULKHEAD
L
C
FIRST FLOOR PLAN
SCALE: 114" = P- 0 "
r,i�t—n
IST FLOOR i, 275 SF
2ND FLOOR 78q SF
TOTAL 21064 SF
WINDOW SCHEDULE
,DOOR SCHEDULE
SYMBOL
Manufacturer
TYPE
Model
DOOR SIZEll
NOTES
WIDTH
HEIGHT
01
THERM -A -TRU OR EQUAL
TO BE DETERMINED
3'-0"
6'-8"
--
02
ANDERSEN
FWG6068
6' -0"
0I -all
- -
03
TO BE DETERMINED
--
2'-6"
fo'-8"
--
04
TO BE DETERMINED
--
2'-6"
6'-8"
--
05
TO BE DETERMINED
--
i'-6"
6'-8"
--
06
TO BE DETERMINED
--
2'-4"
6'-8"
--
07
TO BE DETERMINED
--
2'-4"
6'-8"
--
OS
TO BE DETERMINED
--
2'-4"
6'-8"
--
Oq
TO BE DETERMINED
--
2'-0"
6'-8"
--
10
TO BE DETERMINED
--
2'-8"
6'-8"
II
TO BE DETERMINED
--
2'-6"
6'-8"
--
12
TO BE DETERMINED
--
2'-0"
6'-8"
--
13
TO BE DETERMINED
--
2'-4"
6'-8"
--
14
TO BE DETERMINED
--
I'-6'II
'I
--
15
TO BE DETERMINED
--
2' -6
6 -all
TO BE DETERMINED
--
W-0"
6'-8"
--
17
TO BE DETERMINED
--
2'-6"
6'-8"
--
18
TO BE DETERMINED
--
2'-4"
6'-8"
--
Iq
TO BE DETERMINED
--
2'-4"
6'--
20
TO BE DETERMINED
--
2'-6"
6'-8"
INSULATED DOOR
WINDOW SCHEDULE
SYMBOL
Manufacturer
Model
TYPE
SIZE
NOTES
WIDTH R.O.
HEIGHT R.O.
A
ANDERSSEN
2446
DBL HUNG
2'-(o 1/8"
4'-8 7/8"
--
B
ANDERSSEN
2410
TRANSOM
2'-6 1/8"
1'-0 1/2"
--
C
ANDERSEN
C235
DBL HUNG
4'-0 7/8"
3'-5 3/8"
--
D
ANDERSEN
1832
DBL HUNG
1'-10 1/8"
3'-4 7/8"
--
E
ANDERSEN
AW251
AWNING
2'-4 3/8"
2'-4 3/8"
--
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NOTES:
4/1
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COLOR WHITE
DRAWN BY:
PROJECT #:
DRAWING NO.:
JYarmouth Health Departmt ,,Ii,
APS' _0
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COLOR WHITE
DRAWN BY:
PROJECT #:
DRAWING NO.:
JYarmouth Health Departmt ,,Ii,
APS' _0
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PROVIDE R21 ISULATION ON WALL
FACING ATTIC STORAGE AREAS
SECOND FLOOR PLAN
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STAMP:
TI TLE:
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DATE ISSU
REVISIONS:
DRAWN BY
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12" BOXOUT
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*Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional requirements.
Nails - Unlessother%Mse stated, sizes given for nails are common wine sizes Box and 'pnuematic nails of
equivelent diameter and equal or greater length to the specified nails maybe substitutued unless otherwise
prohibited.
1
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STAMP:
Number of
Number of Box
Joint Description
Common Nails
Nails
Nail Spacing
Fbof Framing
II
U
Blocking to Pafter(foe-nailed)
2-8d
2-10d
each end
Fpm Board to Rater (End -nailed)
2-16d
3-13d
each end
Wall Framing
�z
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XLd
Top Plates at Intersections (Face -nailed)
4-16d
5-16d
at joints
Stud to Stud (Face -nailed)
2-16d
2-16d
24" 0.C.
Headerto Header (Face -nailed)
16d
16d
16" o.c. along edge
Roo r Fra m ing
Joist to 911, Top Plate orGrider(foe-nailed)
4-8d
4-10d
perjoist
Blocking to Joist (foe-nailed)2-8d
2-10d
each end
Blocking to 911 orTop Plate (Toe -nailed)
3-16d
4-16d
each block
Ledger Strip to Beam or Grider (Face -nailed)
3-16d
4-16d
each joist
Joist on Ledgerto Beam (Toe -nailed)
3-8d
3-10d
perjoist
Band Joist to Joist (End -nailed)
3-16d
4-16d
p e r jo ist
Band Joist to 911 orTop Plate (Toe -nailed)
2-16d
3-16d
perfoot
Fbof Sheathing
Wood Structural Panels
rafters ortrusses spaced up to 16" o.c.
8d
10d
6" edge / 6" field
rafters or trusses spaced over 16" o.c.
8d
10d
4" edge / 4" field
gable endwall rake or rake truss w/o gable overhang
8d
10d
6" edge / 6" field
gable endwall rake or rake trussw/structural outlookers
8d
10d
6" edge / 6" field
gable endwall rake or rake trussw/lookout blocks
8d
10d
4" edge / 4" field
Ceiling Sheathing
Gypsum Wallboard
5 d coolers
-
7" edge/ 10" field
Wall Sheathing
Wood Structural Panels
studs spaced up to 24" o.c.
8d
10d
6" edge / 12" field
1/2" a nd 25/32" Fib e rb o a rd Pa ne is
8d*
-
3" edge / 6" field
1/2" Gypsum Wallboard
5d coolers
-
7" edge / 10" field
Roor Sheathing
Wood Structural Panels
1" or less
8d
10d
6" edge / 12" field
greaterthan 1"
10d
16d
6" edge / 6" field
*Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional requirements.
Nails - Unlessother%Mse stated, sizes given for nails are common wine sizes Box and 'pnuematic nails of
equivelent diameter and equal or greater length to the specified nails maybe substitutued unless otherwise
prohibited.
1
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STAMP:
TI TLE:
FIRST FLOOR
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PLAN/
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SCHEDULE
DATE ISSUED:
4/10/2015
REVISIONS:
07/14/2016
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TITLE:
SECOND FLC
CX.
ROOF
FRAMING
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DATE ISSUED:
4/10/
REVISIONS:
07/14/2016
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TITLE:
SECOND FLC
CX.
ROOF
FRAMING
PLANS
DATE ISSUED:
4/10/
REVISIONS:
07/14/2016
DRAWN BY:
PROJECT #:
DRAWING NO.:
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TITLE:
SECOND FLC
CX.
ROOF
FRAMING
PLANS
DATE ISSUED:
4/10/
REVISIONS:
07/14/2016
DRAWN BY:
PROJECT #:
DRAWING NO.:
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R21 INSULATION
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FOUNDATION:
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10" CONC. FOUNDATION WALL
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TI TLE:
SECOND FLOOR
ROOF
FRAMING
PLANS
DATE ISSUED:
4/10/2015
REVISIONS:
07/14/2016
DRAWN BY:
PROJECT #:
DRAWING NO.: