HomeMy WebLinkAboutBLD-20-1728YS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
m 1. LOCUS IS A.M. 91, PARCEL 213.
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED. -
a - 2. ELEVATIONS SHOWN ARE ASSIGNED.
n
3. LOCUS IS IN FLOOD ZONE X(OLD C) ON FIRM 591J 07/16/2014.
1. VARY COVER OVER LEACHING TO BE FROM 3' TO 4'. 15.405(1)6 & 15.221(7).
a 4 ALL PIPES TO BE 4" C 4
Y
O
0
m
Z -.
_1 \/ i® 7.60
_.
NOTES Costa.dwg
Folder Folder
BENCH MARK --TOP SPIKE SET
DOWN 1"=28.31 ASSIGNED
S H 0, AND PITCHED AT 1/4 PER FOOT. (UNLESS NOTED)
S. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
VERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 2 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
11 IF UNSUITABLE SOILS OR SOILS DIFFERI G OM
(ta-tt OFT CE�NT�ERuc�TaiN BA9N1 1a"OFF N FR THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH OR R J CADILLAC
o
��u VE VIEW12• IF AN OVFRDIG IS CALLED FOR BELOW, 19LL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR DRIVE 13. PUMP AND FILL ANY EXISTING ACES POOL/LEACHPND MEETING IIT. REMOVE FANY CLOGGED 310 CMIR 2SOIL, )BLOCK,
52 tb
V AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
28.05 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
/-886Q-. - 29.D8- - -. -
��� ) 28.30 ----- 29.64
N 8743'38" w r 29,1 TEST HOLE DATE: Aug. 27, 2014
BENCH MARK -TOP BACK CENTER
-29,13L 29.8 Q'U' O i Q 9'12 ! ``y. C9
�zaa4 PI r 1 8 5 DRAIN 29.1 N 'EASEMENT , 29,5
301 f CD
/ if / 29.8 -----
/ 5 / OO 29.5
BENCH:MARIK-TOP. BACK, CENTER
'... / 29,8 29.8 Q SEPTNK=27.98 ASSIGNEDCV
'
m \ \
o/ 29.6
o GG
�l
/ 3
29.05 M 29
at
r q
r
rr
r
r �
r
Slab
� < i
XIS/Nc
yOU
bOse�e Se No 3
/ LOT 19 ::..:.
21157 29 20;9690±S. F. RooT
I
-1
RESERVE
'AREA 2
L---
0 YS TER COVE'
64
r --
I 0.4
I
SERVE
30
RD,*
LEGEND
O TH 1 TEST HOLE LOCATION, NUMBER
-W- APPROX. WATER LINES FROM AS -BUILT
WJE- APPROX. UNDERGROUND WIRES
-G- GAS LINE MARKINGS
. 9.5 x29,3 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
.__g-- PROPOSED CONTOUR
0, UTTUTY POLE (IF SHOWN) WORK MUST CqPFORM TO ALL
®, EXISTING DRAINAGE CATCH BASIN TO BYL REGULA I NS'
- x - FENCE (IF SHOWN, NOT ALL SHOWN)
0 TREE (IF SHOWN, NOT ALL SHOWN) YAM T WATER DEPT A
REV. 8/20/19 --OWNER, ADDITION, LEACHING
L.
30
10'
SEPTIC TANK=27.98 ASSIGNED PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO
29.9 PERC RATE: <3'-22"/inch (B layer)
SOIL SURVEY(1993): Carver coarse sand
31.08± Invert 2789± GEOLOGIC MAP(1986): Harwich outwash plain deposits
Top Foundation
Existing
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
0
14"
19"
a
a
36
26.62 16 ADS ARC36HC HD CHAMBERS
3s Baffle Invert 25.83
rn TOP Units =26.26
9 min. cove
Existing
- ��---- -- I S=1/8"/ft
1000 Gal. I
29.9 NOTE: REDUCE GRADE OVER i Septic Tank
TRENCH, AS SHOWN, OR L ----------J
PROVIDE SCREENED VENT.
Invert 26.00 Invert 25.83 6.5'
30.5 7 6" Stone or compact Proposed Proposed I
t-_ 1 01
58 I ^' l - 0-I
Orn m
DESIGN DATA
.3" Max.
Inspection Port
_ 10 3/4"" 134"
Fill
A/E layer 10yr 4/2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/6
med. fine sand
i.-: d - LEACH AREA
9. w to Z
o� x BEDROOMS: 4 USE 16 ADS ARC36HC CHAMBERS IN TWO
w
r = \ 40' LONG BY 34.5"' WIDE BY 10 3/4"
�! GARBAGE GRINDER: No
_� n 'a REQUIRED CAPACITY: 440 GPD TRENCHES, AS SHOWN. USE FILTER CLOTH.
EXISTING SEPTIC TANK: 1000 GAL
EFFECTIVE TRENCH LEACHING AREA: 623.2 SF RESERVE AREAS
10' 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT USE TWO DRY WELLS SET 8' APART WITH APPROX.
SCREENED VENT OP11ON 16 UNITS X 38.95 SF/UNIT=623.2SF(EFFECTIVE) 4' OF STONE ALL AROUND TO MAKE A 13' X 33'
DESIGN CAPACITY: 461 GPD X 2' DEEP LEACH AREA=453 GPD. RESERVE AREA
19. N/F [(623.2 SF) X .74 GPD/SF] ONE IS GRAVITY FEED, BUT MOVES THE GAS LINE.
FITZ-MAUNIE AREA TWO MIGHT NEED A PUMP.
9, z9'3 NOTE: THIS IS A SITE PLAN SURVEY NOT A PROPERTY
REMOVE LEACH UNITS WHICH LINE SURVEY BY THIS OFFICE. 4" TO 6" CONFLICTS WERE
INTERFERE WITH NEW FOUNDATION FOUND BETWEEN NEARBY BOUNDS AND PLAN.
10'
28.7 Permit valiA for REPAIR OF' SEPTIC SYS'Iol.
28.6 ONLY due to State and Local septic, variances..
Board ofltcalth review and approval is required, for
RECEIVED
any fgfureadditions/renosation's/alterations to qq
sewage facilities and/or structures/dwelling.. NU(} L bi4o�9
Varmoutb Healih Department
- 28.8 APPROVED., HEALTH DEPT.
SITE PLAN
FOR
THIS PLAN IS A VALID COPY ONLY IF IT BEARS.
I y1
HEALTH AGENT APPROVAL
DATE
Date
IT N1 & ROBIN M. COSTA
LOT 19, 3 COVE VIEW DRIVE, S. YARMOUTH, MA
SEPTEMBER 23, 2014 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
02014 BY R.J. CADILLAC (508) 775-9700 PACE 1 OF 1
29.6
28.0
26.6
18.4
y
RD,*
LEGEND
O TH 1 TEST HOLE LOCATION, NUMBER
-W- APPROX. WATER LINES FROM AS -BUILT
WJE- APPROX. UNDERGROUND WIRES
-G- GAS LINE MARKINGS
. 9.5 x29,3 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
.__g-- PROPOSED CONTOUR
0, UTTUTY POLE (IF SHOWN) WORK MUST CqPFORM TO ALL
®, EXISTING DRAINAGE CATCH BASIN TO BYL REGULA I NS'
- x - FENCE (IF SHOWN, NOT ALL SHOWN)
0 TREE (IF SHOWN, NOT ALL SHOWN) YAM T WATER DEPT A
REV. 8/20/19 --OWNER, ADDITION, LEACHING
L.
30
10'
SEPTIC TANK=27.98 ASSIGNED PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO
29.9 PERC RATE: <3'-22"/inch (B layer)
SOIL SURVEY(1993): Carver coarse sand
31.08± Invert 2789± GEOLOGIC MAP(1986): Harwich outwash plain deposits
Top Foundation
Existing
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
0
14"
19"
a
a
36
26.62 16 ADS ARC36HC HD CHAMBERS
3s Baffle Invert 25.83
rn TOP Units =26.26
9 min. cove
Existing
- ��---- -- I S=1/8"/ft
1000 Gal. I
29.9 NOTE: REDUCE GRADE OVER i Septic Tank
TRENCH, AS SHOWN, OR L ----------J
PROVIDE SCREENED VENT.
Invert 26.00 Invert 25.83 6.5'
30.5 7 6" Stone or compact Proposed Proposed I
t-_ 1 01
58 I ^' l - 0-I
Orn m
DESIGN DATA
.3" Max.
Inspection Port
_ 10 3/4"" 134"
Fill
A/E layer 10yr 4/2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/6
med. fine sand
i.-: d - LEACH AREA
9. w to Z
o� x BEDROOMS: 4 USE 16 ADS ARC36HC CHAMBERS IN TWO
w
r = \ 40' LONG BY 34.5"' WIDE BY 10 3/4"
�! GARBAGE GRINDER: No
_� n 'a REQUIRED CAPACITY: 440 GPD TRENCHES, AS SHOWN. USE FILTER CLOTH.
EXISTING SEPTIC TANK: 1000 GAL
EFFECTIVE TRENCH LEACHING AREA: 623.2 SF RESERVE AREAS
10' 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT USE TWO DRY WELLS SET 8' APART WITH APPROX.
SCREENED VENT OP11ON 16 UNITS X 38.95 SF/UNIT=623.2SF(EFFECTIVE) 4' OF STONE ALL AROUND TO MAKE A 13' X 33'
DESIGN CAPACITY: 461 GPD X 2' DEEP LEACH AREA=453 GPD. RESERVE AREA
19. N/F [(623.2 SF) X .74 GPD/SF] ONE IS GRAVITY FEED, BUT MOVES THE GAS LINE.
FITZ-MAUNIE AREA TWO MIGHT NEED A PUMP.
9, z9'3 NOTE: THIS IS A SITE PLAN SURVEY NOT A PROPERTY
REMOVE LEACH UNITS WHICH LINE SURVEY BY THIS OFFICE. 4" TO 6" CONFLICTS WERE
INTERFERE WITH NEW FOUNDATION FOUND BETWEEN NEARBY BOUNDS AND PLAN.
10'
28.7 Permit valiA for REPAIR OF' SEPTIC SYS'Iol.
28.6 ONLY due to State and Local septic, variances..
Board ofltcalth review and approval is required, for
RECEIVED
any fgfureadditions/renosation's/alterations to qq
sewage facilities and/or structures/dwelling.. NU(} L bi4o�9
Varmoutb Healih Department
- 28.8 APPROVED., HEALTH DEPT.
SITE PLAN
FOR
THIS PLAN IS A VALID COPY ONLY IF IT BEARS.
I y1
HEALTH AGENT APPROVAL
DATE
Date
IT N1 & ROBIN M. COSTA
LOT 19, 3 COVE VIEW DRIVE, S. YARMOUTH, MA
SEPTEMBER 23, 2014 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
02014 BY R.J. CADILLAC (508) 775-9700 PACE 1 OF 1
29.6
28.0
26.6
18.4
£ $r
_ 1
phi � Y is
a�a weCe ns' fir
architects interior designers builders
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664
tel (508) 362 - 8883
(508) 760 - 2800
fax (508)760 - 5800
W W W.ERTARCHITECTS.COM
'3
COVE
VIEW
DRIVE
SOUTH
YARMOUTH,
MA
PROJECT # 300919 -
@2019 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
.PLANS INDICATED THEREON OR REPRESENTED
THEREBY. ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
THESE PLANS ARE NOT TO BE USED.
FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
WITH AN ORIGINAL ARCHITECTS
STAMP AND SIGNATURE & MARKED.
AS "PERMIT SET' OR "CONSTRUCTION SET'.
REGISTRATION
REVISIONS
DATE: REVISIONS:;
ISSUED FOR:
DATE:
PROJECT TRUE
SCALE: 1/4"=1'-0"
0 1 2 4- 8
UNLESS OTHERWISE NOTED.
SHEET NO.
A.1
TOTAL NUMBER OF SHEETS
IN SET:
4
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
- A COMPLETE SET OF -
" WORKING DRAWINGS
I ISI ti 1 � i
fi' t ,i cwi 4_I,I
i
17 I�� ( I:I L1�f �I,I ]}lilil
71 rl �l J 11 i T_ aI 1I
fll II' 4 1 '[ 1 �L L ISI 11
<<_ 1 I ,I �,�, Its-4I-'Ir
BUILDING DIMENSION OF WALL CONTAINING TOP PLATE SPLICE (FT.)
SPLICE LENGTH
(FT.)
TABLE 2. GENERAL NAILING .SCHEDULE
1 16
TYPICALNOTES:
1 24
1 28
TimberStrand' LSLS RIM BOARD
36
1 40
1 50
1 60
JOINT DESCRIPTION
NUMBER OF
NUMBER OF
2
4
6
1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE VERIFICATION OF
8
NP
NP
NP
.:
NP
NP
THE CONDITION OF ANY EXISTING STRUCTURE, EQUIPMENT OR
NP
4
4
6
COMMON NAILS
BOX NAILS
NAIL SPACING
APPLIANCE AS PART OF BASIC SERVICES UNLESS IT IS PART OF
14
1N
ROOF FRAMING
NP
NP
NP
NP
For Information an lateral
'S SCOPE STATED IN THE AGREEMENT AND VERIFICATION IS
ARCHITECT RIFICA
6
7
load capacities refer to
10
12
14
16
,
MADE ONLY BY VISUAL OBSERVATION. IF THE ARCHITECTS DOCUMENTS
24
NP,
NP
8
4
. 6
- current TimberStrand ,LSL
BLOCKING TO RAFTER" TOE -NAILED
(
2--8D
2-10D
EACH END
REQUIRE CHANGES DUE TO CONDITIONS NOT VISUALLY OBSERVABLE
20
24
rim board literature
O RAFTER END -NAILED
RIM BOARD T ( )
2-16D
3-16D
EACH END
AT THE TIME .OF ;PREPARATION OF THESE DOCUMENTS, THE SERVICES
120
D-4. 2 ROWS OF 1/2' DIAM BOLTS O 12' O.C.
5
WILL BE ADDITIONAL SERVICES.
3
WALL FRAMING
330
-
1-2X6(FLAT)
3
180
SHALL PERFORM FRAMING INSPECTION
2. STRUCTURAL ENGINEER OR ARCHITECT S AL
7
TOP PLATES AT INTERSECTIONS FACE NAILED
( )
-
_ 4 16D
-1
_5 16D
AT JOINTS
8
1-2X6 (FLAT)
STUD TO `STUD (FACE NAILED)
2-16D
2-16D
24" O.C.
WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR
3
270
594
HEADER TO HEADER FACE -NAILED
( )
16D
16D
16" O.C. ALONG E
EDGES
WALL PLASTER BOARD/FINISH.
11
2-2X6 (FLAT)
13/4" icrollam LVL may also
330
726
12
2-2X6 (FLAT)
5
360
O.
FLOOR FRAMING
:be used, as rim : board .: -
3. CONTRACTOR. SHALL SCHEDULE AND PROTECT FROM WEATHER ALL
_
JOIST TO SILL; TOP PLATE `GIRDER TOE NAILED
( )
_
4-8D
4-10D
PER -JOIST
TYPICAL DETAIL ®EXTERIOR WALLS
COMPONENTS AND INTERIORS DURING CONSTRUCTION
EXISTING HOUSE -COM
'CONSTRUCT
`-
((
2
-
AND 'TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE
BLOCKING TO `JOIST TOE -NAILED _
AI
BLOCKING TO SILL-OIR':TOP PLATE. TOE. NAILED
-SD
-
3 16D
2-10D
_
4 16D
EACH END .
EACH BLOCK
NECESSARY TO INSURE SUCH PROTECTION.-
ti ht
Backer block.... Install tight #o- top flange (tight
LEDGER STRIP 'TO BEAM OR GIRDER FACE -NAILED
(, )
3-16D
4-16D
EACH JOIST
'. to bottom flange :with face mount hangers). Attach
Q, g )
( -
JOIST. ON LEDGER TO `BEAM TOE .NAILED)
--
3 SD
-
3 10D
PER JOIST
N ALL -EXISTING VS. PROPOSED
4. CONTRACTOR SHALL SITE INSPECT A
with 10 10d 3 box nails,' clinched when; possible.
( ) P
-(
BAND JOIST' TO JOIST END NAILED
((
_
3 16D
_
4 16D
PER JOIST
ARCHITECT
CONDITIONS PRIOR TO .AND DURING CONSTRUCTION AND NOTIFY A CH T
_
-BAND JOIST TO SILL OR TOP ,PLATE: (TOE NAILED)
-
2 16D
-
3 16D
PER FOOT
OF ANY DESCREPANCIES AND/OR CHANGES THAT MAYBE ENCOUNTERED.
/
5. CONTRACTOR SHALL CONSTRUCT ,AND MAINTAIN TEMPORARY WALLS ' -
ROOF SHEATHING
PROTECT
SHORING ETC. TO MAINTAIN PROTECT EXISTING HOUSE AND STRUCTURAL-
MAINTAIN/
WOOD STRUCTURAL PANELS
'10D
" „
INTEGRITY .OF EXISTING HOUSE.
RAFTERS OR .:TRUSSES. SPACED UP TO 16.; O.C.
RAFTERS OR TRUSSES SPACED OVER 16" O.C.
8D
8D
10D
6 EDGE / 6 FIELD
4" EDGE' 4" FIELD
/
" GABLE ENDWALL RAKE -0R RAKE TRUSS W/O GABLE OVERHANG
8D
tOD
y „-
6 EDGE 6"
6. DRAWINGS CONVEY DESIGN INTENT..
A WA RAKE ` R- RAKE TRUSS _W STRUCTURAL OUTLOOKERS
GABLE ENDWALL R 0 R/ U
8D
10D
1 6 EDGE 6 FIELD
/
INSPECT/VERIFY
CONTRACTOR SHALL' SITE INSPECT VERIFY ALL EXISTING VS. PROPOSED
A E.TRUSS W LOOKOUT BLOCKS-
GABLE' ENDWALL RAKE OR R K //
`'8D
tOD
"
4" ..EDGE 4 FIELD
F
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS
W ARCHITECT'S APPROVAL TO ENSURE COMPLIANCE WITH
AS .NECESSARY, / ,
,.
,Filler block. Nail with 10-10d (3 )
CEILING SHEATHING "
DESIGN INTENT.
'y
nails, 'clinched When possible.
box n i p
Use 10-16d 3 1/2") , , box: nails from
GYPSUM WALLBOARD
5D COOLERS
"
7 EDGE 10 FIELD
/
ALTERED
INDICATED EXISTING CONDITIONS TO BE REMOVED ALTERED.
7. DASHED LINES INDIC REMOVED/
side with TJI Pro :550 joists. t
1
8. E CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE WORK IN ACCORDANCE
WALL SHEATHING
WITH THE CONTRACT DOCUMENTS AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS CONSTRUCTION
* to flange hangers, backer '
p g g
n
MEANS,'METHODS, SEQUENCES,' WARRANTIES, AND PROCED RcS, AND FOR CONSTRUCTION SAFETY.
-STRUCTURAL.PANELS
block: required only when hanger
lock q Y 9
WOOD
.load exceeds.: 250 'rounds
P
STUDS SPACED UP TO 24.O.C.
-
8D
10D
6" EDGE 12" FIELD
/
- -
PANELS
1
8D
y „
3 EDGE. 6
BASEMENT NOTES.
TYPICAL DETAIL ®INTERSECTION OF
1 2 AND 25/32" :FIBERBOARD
/ _/
FIELD
DOUBLE MEMBERS
y
1/2" GYPSUM WALLBOARD
/
5D COOLERS
- :'
7 EDGE 10 .FIELD
/
"
L MAIN FOUNDATION WALLS TO BE 8 POURED CONC. W/ 2®/j5 TOP
& BOTTOM BARS. REST FOUNDATION ON 10"X20" STRIP FOOTING.
Micro al am PSL
TTI LVL, par I
FLOOR .SHEATHING
PROVIDE 305 HORIZ. BARS' CONTINUOUS IN STRIP FOOTING W KEYWAY."
WOOD STRUCTURAL PANELS
or TimberStrand LSL
r
-`
PROVIDE '5/8 X12 ANCHOR BOLTS ®4-0 O.C. MAX.-
1 OR LESS'
8D
10D
6 EDGE' 12 FIELD
/
-
2: DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
Top -flange
hanger
e
GREATER THAN 1
10D
16D
6 EDGE`- 6 FIELD
/
0 COMPACTED L
3. DUST CAP TO BE 4 POURED CONC. ON CO PA ED FI L.
'
Face mount
CUT JOINTS ALONGWALLSAND BEAM COLUMN LINES.' .
1 .
0 NAILS AND 16%GAGE STAPLES ARE PERMITTED CHECK IBC FOR
CORROSION RESISTANT 11 GAGE ROOFING E
ADDITIONAL REQUIREMENTS.
E
hanger 9
TS.
•
.REQ
N C O O PROVIDE BASEMENT .VENTILATION AS
4. CO TRATRT R
NAILS- UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC
NAILS` OF EQUIVALENT
REQUIRED BY CODE' WINDOWS OR MECHANICAL
( )
DIAMETER AND. EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS
OTHERWISE PROHIBITED.
5. CONTRACTOR SHALL ENSURE ,THAT ALL FOUNDATION WALLS MAINTAIN
*TABLE TAKEN FROM.; AMERICAN FOREST &PAPER. ASSOCIATION AMERICAN WOOD COUNCIL, 110,
4'-0" MINIMUM COVER: ,
GUIDE TO,WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE B WIND
ZONE,
TABLE'2. GENERAL NAILING SCHEDULE
6. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS.
stiffeners quired
Web'rs are "re q
'
7, CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING,
if the sides of the hanger do
TABLE 6. TOP PLATE SPLICE
INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION
BUILDING DIMENSION OF WALL CONTAINING TOP PLATE SPLICE (FT.)
SPLICE LENGTH
(FT.)
12
1 16
1 20
1 24
1 28
1 32 1
36
1 40
1 50
1 60
70
80
NUMBER OF ,16D COMMON NAILS PER EACH SIDE OF SPLICE
2
4
6
8
8
NP
NP
NP
NP'
NP
NP
NP
NP
4
4
6
7-
8
10
12
14
16
NP
NP
NP
NP
6
4
6
7
8
10
12
14
16
20
24
NP,
NP
8
4
. 6
7
8
10
12 '
14
16
20
24
28
32
OF THE ARCHITECT BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
FRAMING NOTES:
1. ALL FRAMING LUMBER SHALL BE HEM -FIR GRADE NO, 2 OR S.P.F. (SPRUCE -PINE -FIR) GRADE NO. 1 AND 2
OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED) ,A',D SHALL MEET THE REQUIREMENTS OF THE
AMERICAN FOREST AND PAPER ASSOCIATION. THE MINIMUM ALLOWABLE BENDING STRESS-(Fb) SHALL
BE 1050 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 400 P.S.I. THE MINIMUM
ALLOWABLE MODULUS OF ELASTICITY (E) SHA_L BE 1,400,000 P.S.I.
.required
- 2. ALL LVL'S TO BE BOISE CASCADE OR I- LEVEL WEYERHAUSER: VERSA - LAM 3100FB OR APPROVED EQUAL.
NP- NOT PERMITTED
each side at 81W
NUMBER0 F--
-HEIGHT STUDS
Blocking panel
Blockin THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 3100 P.S.I. ALL LVL POSTS TO BE VERSALAM
TYPICAL DETAIL @ LOAD
HEADERS IN-LOADBEARING WALLS
* TABLE TAKEN FROM: AMERICAN FOREST & PAPER ASSOCIATION 1.7 2650 FB, 1.8E PARALLAM PSL OR APPROVED EQUALNISTALL LVL'S IN ACCORDANCE WITH THE
BEARING WALLS
I
AMERICAN WOOD COUNCIL, 110 MANUFACTURER'S INSTRUCTIONS.
LVL/GLULAM BOLTING/NAILING
3
" GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS
MULTI 1 3/4" BEAMS
416
" ANDSTRUCTURAL GRADE FiR PLYWOOD FLOOR SH "
110 MPH EXPOSURE 8 WIND ZONE, 3. USE 3/4 TONGUE A GROOVE P SHEATHING, 5/8 EXTERIOR
4
2
TABLE 6. TOP PLATE SPLICE STRUCTURAL GRADE FIR (C.D.X.) PLYWOOD ROOF SHEATHING, AND 1/2" EXTERIOR STRUCTURAL GRADE
554
2 PIECES ,`:.
FIR (C.D.X.) AT WALLS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS.
2-2X4
3
4. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER EACH
- 2ROW5 OF 16D NAILS 012 O.C. C
6
PARTITION.'
3
z'
N GS - HEADERS IN LOADBEARING WALLS & NON-LOADBEARING WALLS METAL CONNECTORS TECO SIMPSON 0 EQUAL), JOIST,
' TABLE 9. WALL'.OPE IN 5. USE FULLY NAILED M ( R Q ), T, OR BEAM HANGERS WHEN
:..
2-2X8
Web stiffeners
970
2'
HEADER SPAN FT.
O
MINIMUM HEADER
SIZE
`FULL
each side at 81W
NUMBER0 F--
-HEIGHT STUDS
UPLIFT LB.
TYPICAL DETAIL @ LOAD
HEADERS IN-LOADBEARING WALLS
2
BEARING WALLS
I
TYPICAL-
LVL/GLULAM BOLTING/NAILING
3
2-2X4
MULTI 1 3/4" BEAMS
416
198
4
2
2
554
2 PIECES ,`:.
5
2-2X4
3
D-4*
- 2ROW5 OF 16D NAILS 012 O.C. C
6
2-2X6
3
z'
396
:..
2-2X8
2' -
970
462
8
2-2X12
3
1
528
9
3PIECES
3
1,247
594
10
D-4' 2 ROWS OF 1/2' DIAM BOLTS 012* O.C.
4
1,385
660
11
4-2X10
4
1 1,524 `'
726
HEADERS IN,NON-LOADBEARING WALLS AND WINDOW SILL PLATESi
2
-
1 2X4 :(FLAT)
1
---
132
3
2•
2
4PIECES
198
4
1-2X4' FLAT
2
120
D-4. 2 ROWS OF 1/2' DIAM BOLTS O 12' O.C.
2'
HEADER SPAN FT.
O
MINIMUM HEADER
SIZE
`FULL
REQUIREMENTS AT EACH END < OF HEADER
NUMBER0 F--
-HEIGHT STUDS
UPLIFT LB.
LATERAL LB.
HEADERS IN-LOADBEARING WALLS
2
2=2X4
1
277
132
3
2-2X4
2
416
198
4
2-2X4
2
554
264
5
2-2X4
3
693
330
6
2-2X6
3
831
396
7
2-2X8
3
970
462
8
2-2X12
3
1,108 "
528
9
3-2X10
3
1,247
594
10
3-2X12
4
1,385
660
11
4-2X10
4
1 1,524 `'
726
HEADERS IN,NON-LOADBEARING WALLS AND WINDOW SILL PLATESi
2
-
1 2X4 :(FLAT)
1
60
132
3
1-2X4 (FLAT) :.
2
90
198
4
1-2X4' FLAT
2
120
264
5
1-2X4 (FLAT)
3
150
330
6
1-2X6(FLAT)
3
180
396
7
1-2X6 (FLAT)
3
210
462
8
1-2X6 (FLAT)
3
240
528
9
2-2X6 (FLAT)
3
270
594
10
2-2X6 (FLAT)
4
300
666
11
2-2X6 (FLAT)
4
330
726
12
2-2X6 (FLAT)
5
360
792
JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR
ALL POSTS.
TABLE 8.: WALL CONNECTIONS FOR ENDWALL ASSEMBLIES
11AD I M
6. FOR LVL BEAMS OR E ERS PROVIDE SOLD 4X4 LVL INIMUM POST SUPPORTS FOR DOUBLES AND
SOLID 4X6 OR 6X6 LVL MINIMUM POSTS FOR TRIPLE BEAMS OR HEADERS, OR AS OTHERWISE SPECIFIED
ON THE PLAN.
7. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING
AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE,CONTECH, INC.
PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL.
8. BUILT-UP BEAMS 3 PLY MAXIMUM USING CONVENTIONAL FRAMING LUMBER SHALL BE FULL SPIKED
( ) Y K
TOGETHER WITH 2-10D NAILS AT 12" OC LVL BEAMS (4 PLY MAXIMUM) TO BE THRU-BOLTED WITH 1/2
-
*TABLE TAKEN FROM. AMERICAN FOREST &PAPER ASSOCIATION
WALL HEIGHT (FT)
STUD SPACING
UPLIFT
LB.
8:
10
12
14
16
18
20
PLATE -TO -STUD N0. OF 16D COMMON NAILS ENDNAILED
12" O.0
127;
2
2
<2
2
2
2
2
16" O.0
169
2:
2'
2
2
2
2
2
24" O.C:,
253
2
2-
2
3
3>
3
4
6. FOR LVL BEAMS OR E ERS PROVIDE SOLD 4X4 LVL INIMUM POST SUPPORTS FOR DOUBLES AND
SOLID 4X6 OR 6X6 LVL MINIMUM POSTS FOR TRIPLE BEAMS OR HEADERS, OR AS OTHERWISE SPECIFIED
ON THE PLAN.
7. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING
AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE,CONTECH, INC.
PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL.
8. BUILT-UP BEAMS 3 PLY MAXIMUM USING CONVENTIONAL FRAMING LUMBER SHALL BE FULL SPIKED
( ) Y K
TOGETHER WITH 2-10D NAILS AT 12" OC LVL BEAMS (4 PLY MAXIMUM) TO BE THRU-BOLTED WITH 1/2
-
*TABLE TAKEN FROM. AMERICAN FOREST &PAPER ASSOCIATION
MULTI 5 1/2- ULAMs DEMOLITION AND REMOVAL, SHALL BE PERFORMED WHETHER NOTED OR NOT.
1
INCH DIAMETER THRU-BOLTS OR EQUIVALENT POWER SCREWS STAGGERED TOP AND BOTTOM AT 16 "
Q
AMERICAN WOOD COUNCIL, 110
O.C. OR AS OTHERWISE REQUIRED BY THE MANUFACTURER.
. L, SPECIFIC DEMOLITION WORK SHALL BE COORDINATED W THE M
2-2X4 (FLAT) CAN BE SUBSTITUTED FOR 1-2X6 (FLAT) 6THE EXTENT OF AL / CONTRACT DOCUMENTS.
GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS,
7� CONTRACTOR SHALL PATCH/REPAIR/REFINISH,AS REQUIRED,ALL SURFACES EXPOSED BY DEMOLI ON WORK
AMERICAN FOREST & PAPER ASSOCIATION
EXPOSURES WIND ZONE,
9.
ALL MANUFACTURERED FLOOR I -JOISTS TO BE DESIGNED BY THE SUPPLIER/MANUFACTURER.
MANUFACTURER. SUBMIT /
`TABLE B. WALL CONNECTIONS FOR. ENDWALL ASSEMBLIES
SHOP DRAWINGS AND CALCULATIONS TO THE ENGINEER PRIOR TO FABRICATION.
F u O 2' O.C.I^ WIND AREAS TO RECEIVE NEW FINISHES SPECIFIED IN ACCORDANCE W MANUFACTURER'S SPECIFICATIONS.
z alECls 2 Rows o t/z EXAM eats � GUIDE TO WOOD CONSTRUCTION IN HI �H /
DEMOLITION NOTES:
110 MPH .EXPOSURE B WIND ZONE
1.
VISIT E SITE 0 VERIFY AND E FULLY AWARE OF EXISTING
CONTRACTOR SHALL THE T Y B F Y A A TING
NON-LOADINGBEARING WALLS BACK TO SOURCE.
CONDITIONS PRIOR TO START OF WORK. CONTRACTOR SHALL IDENTIFY ALL EXISTING
9• WHERE EXISTING FINISHES ARE INDICATED TO REMAIN AS BASE MATERIAL SURFACES FOR INSTALLATION OF '
ITEMS OF WORK SCHEDULED TO REMAIN OR SALVAGED FOR REUSES.
NEW FINISH,: REMOVE ALL PROJECTIONS AND VOIDS AND SECURE OR REMOVE AND REPLACE ANY EXISTING
2.
ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCEW/ STATE & LOCAL REGULATIONS.
CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED DEMOLITION PERMITS.
3.
COORDINATE ALLDEMOLITION OPERATIONS W OWNER FOR SHUTDOWN PERIODS & SEQUENCES OF WORK.
ARRANGE W/ OWNER &/OR APPROPRIATE UTILITIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION
OPERATIONS. PROVIDE TEMPORARY DUST PARTITIONS, BARRICADES, AND PROTECTIVE ENCLOSURES TO
PROPERLY SECURE, ISOLATE, AND WATERPROOF AREAS OF WORK AND EXISTING AREAS AND ELEMENTS
TO REMAIN. THE CONTRACTOR SHALL PERFORM THE WORK OF THIS CONTRACT IN A MANNER THAT
CAUSES. NO DISRUPTION TO THE CONTINUOUS OCCUPATION, WHEN AND WHERE APPLICABLE, OF: THE BUILDING
& SITE FOR .THEIR INTENDED PURPOSE.
4.
REMOVE ALL DEMOLISHED MATERIALS IN ACCORDANCE WITH LOCAL REGULATIONS.
5.
IT IS NOT THE INTENT TO SHOW EVERY PIECE OR ITEM TO BE REMOVED IN THE DEMOLITION WORK.
PLUMBING, ELECTRICAL, AND OTHER WORK RELATED TO A WALL, OR OTHER AREA SCHEDULED FOR '
MULTI 5 1/2- ULAMs DEMOLITION AND REMOVAL, SHALL BE PERFORMED WHETHER NOTED OR NOT.
1
FOR 'NON -LOADING BEARING WALLS AND WINDOW SILL PLATES,
. L, SPECIFIC DEMOLITION WORK SHALL BE COORDINATED W THE M
2-2X4 (FLAT) CAN BE SUBSTITUTED FOR 1-2X6 (FLAT) 6THE EXTENT OF AL / CONTRACT DOCUMENTS.
7� CONTRACTOR SHALL PATCH/REPAIR/REFINISH,AS REQUIRED,ALL SURFACES EXPOSED BY DEMOLI ON WORK
AMERICAN FOREST & PAPER ASSOCIATION
* TABLE TAKEN FROM- WITH .MATERIALS &METHODS TO MATCH FINIH AND AKE LUSH W/ EXISTING ADJACENT SWRFACES., WORK
AMERICAN WOOD COUNCIL, 110 SHALL INCLUDE.ALL LABOR & MATERIALS ON ALL SURFACES REQUIRED TO RENDER SUBSTRATES ACCEPTABLE
F u O 2' O.C.I^ WIND AREAS TO RECEIVE NEW FINISHES SPECIFIED IN ACCORDANCE W MANUFACTURER'S SPECIFICATIONS.
z alECls 2 Rows o t/z EXAM eats � GUIDE TO WOOD CONSTRUCTION IN HI �H /
110 MPH .EXPOSURE B WIND ZONE
- ABANDONED ELECTRICAL PLUMBING, MECHANICAL, AND FIRE
TABLE 9:' WALL. OPENINGS -HEADERS IN LOADBEARING WALLS & 8. CAP &.REMOVE ALL I ECH PROTECTION ITEMS
NON-LOADINGBEARING WALLS BACK TO SOURCE.
9• WHERE EXISTING FINISHES ARE INDICATED TO REMAIN AS BASE MATERIAL SURFACES FOR INSTALLATION OF '
NEW FINISH,: REMOVE ALL PROJECTIONS AND VOIDS AND SECURE OR REMOVE AND REPLACE ANY EXISTING
LOOSE OR OTHERWISE UNSUITABLE SUBSTRATE MATERIAL.
I:
I
y
Z
yF
arch is
EXISTING
I
299 WHITE'S PATH
SUNROOM
SOUTH YARMOUTH
MASSACHUSETTS 2 "
,0 664
tel508 362 - 8883
f 1
EXISTING
(508) 760 - 2800 -
fax(508) 760 - 5800
WWW. ERTARCHITECTS.COM
EXISTING
3
COVE
VIEW
EXISTING
EXISTING
EXISTING
YARMOUTH,
BEDROOM
BATH
DINING
KITCHEN
@2019 ERT ARCHITECTS INC THE DRAWINGS AND
.ALL OF THE IDEAS, ARRANGEMENTS,DESIGNS, AND
.PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT MATH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
BEDROOM
THESE PLANS ARE NOT TO BE USED
-. FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
MATH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE & MARKED
AS 'PERMIT SET' OR "CONSTRUCTION SETT
REGISTRATION
REVISIONS:
DATE: REVISIONS:
EXISTING
EXISTING
BEDROOM
DATE:
LIVING
SCALE: 1/4'=1'-0'
0 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET. N0.
ROOM
TOTAL NUMBER OF SHEETS
EXISTING
i
THIS SHEET INVALID
..UNLESS ACCOMPANIED BY
A COMPLETE SET OF
- WORKING DRAWINGGS
BATH.
EXISTING
GARAGE
EXISTING FIRST
FLOOR PLAN
TYPICAL NOTES:
ALL DIMENSIONS ARE APPROXIMATE
ILE'NO AS -BUILT DOCUMENTATION CAN BE COMPLETELY ACCURATE, THESE
DRAWINGS
HAVE BEEN PREPARED IN ACCORDANCE WITH ALL ACCEPTABLE
PROFESSIONAL STANDARDS OF CARE.
NO
STRUCTURE OR STRUCTURAL SUPPORTS WERE OBSERVED
OR RECORDED IN THESE DRAWINGS
y
Z
yF
arch is
architects Interior designers it
g s b vder s
299 WHITE'S PATH
SOUTH YARMOUTH
MASSACHUSETTS 2 "
,0 664
tel508 362 - 8883
f 1
(508) 760 - 2800 -
fax(508) 760 - 5800
WWW. ERTARCHITECTS.COM
3
COVE
VIEW
DRIVE
SOUTH
YARMOUTH,
MA
PROJECT 300919
@2019 ERT ARCHITECTS INC THE DRAWINGS AND
.ALL OF THE IDEAS, ARRANGEMENTS,DESIGNS, AND
.PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT MATH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
THESE PLANS ARE NOT TO BE USED
-. FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
MATH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE & MARKED
AS 'PERMIT SET' OR "CONSTRUCTION SETT
REGISTRATION
REVISIONS:
DATE: REVISIONS:
ISSUED FOR:
DATE:
PROJECT TRUE
SCALE: 1/4'=1'-0'
0 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET. N0.
EX.1
TOTAL NUMBER OF SHEETS
IN SET:
THIS SHEET INVALID
..UNLESS ACCOMPANIED BY
A COMPLETE SET OF
- WORKING DRAWINGGS