BLD-18-000454DCE # 16-195
Scale:1"= 20'
0 10 20 30 40 50 FEET
NOTES
1. DATUM IS NA_ V088
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
4. EXISTING SEPTIC LOCATION PER TIE—CARD ON FILE
WITH TOWN.
5. EXISTING SEPTIC SYSTEM TO REMAIN, NO NEW
BEDROOMS PROPOSED.
tti hom
3
Locus P o
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King's
Way
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LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 110 PARCEL 151
ZONING SUMMARY
ZONING DISTRICT: R-40
DISTRICT
REQUIRED:
EXISTING:
PROPOSED:
MIN.
LOT SIZE
40,000 S.F.
35,341 S.F.
35,341 S.F.
MIN.
LOT FRONTAGE
150'
150'
150'
MIN.
FRONT SETBACK
30'
31.6'
31.6'
MIN.
SIDE SETBACK
20'
26.0'
26.0'
MIN.
REAR SETBACK
20'
141'
141'
k4A4
Y..h.
6.vLl..i .YV l.iV Yirf irlV�
�'.Jwu
J.8% �. Oos
/ 7.1%
FSS/ A L EN � q S J O
r
DATE DANIEL A. OJALA, P.E., P.L.S.
WORK MUST CONrOTO ALL
TOWN BYLAWS/& REGULATIONrSS/,
f �
YARMQUTH WATER DEPT DATE
SITE PLAN
OF
#24 OLD CASTLE ROAD
YARMOUTHPORT, MA
PREPARED FOR
CAROLYN SARTORY
DATE: DECEMBER 29, 2016
off 508-362-4541
I fax 508-362-9880
downcape.com
d'09!47 c41,0e &7 eerin8, inc.
civil engineers
land surveyors
939 Main Street ( R to 6A)
YARMOU THPOR T MA 02675
16-195
EXISTING EXISTING MATCH EXISTING
(IS' -0" +/-)
2'-5"
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EXISTING
14'-O"
8" GONG. FR05TAALL ON
24"XI2" CONT, GONG.
15-4 1/211 �
FOOTING W/ KEY
MAINTA2 1/2" EQUAL EQUAL 2 1/2" FROM GIRADO'TOIN.
---------------------- BOTTOM OF FOOTING
12" DIA. GONG. TUBE (2) P.T. 2X8 (FLUSH) (2) P.T. 2X8 (FLUSH)
(NO FOOTING) �}� Q
I
_t --------• i (1) P.T. 2X6 SILL W/ 5/8"XI2"
_ p II i ANCHOR BOLTS @ 2-8" MAX.
TOP OF FOUND. TO MATGHIO.G. MIN. 8 12" FR. CORNERS (TYP.);
MAINTAIN 4'-0" MIN. i EXISTING
MIN. (2) BOLTS PER SILL
FROM GRADE TO X X I I ; z (P.T. BLOCKING A5 NEEDED)
BOTTOM OF TUBE nI
x x I pl
--------------: 1 i »------ z
Lu
OI 12" DIA. GONG. TUBE
T R SHED STONE — — — — I^ I
6 OF GOMPAG ED G U., — — — —
(LOWERLEVELOFGRADEBELOW ----------- - ------ ------------- -- --- -- --- -
� 0 OOT G
DECK AS NEEDED) l
t� m
(1) P.T. 2X6 SILL W/ 5/8"X12" Q - _Z _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ------ 6" OF COMPACTED CRUSHED STONE
ANCHOR BOLTS ®48" O.G. 'S•I N C(LOWER LEVEL OF GRADE B LOWMAX 8 12" FR. CORNERS (TYP.); RAWwCOVER AT I DECK AS NEEDED)
G
MIN. (2) BOLTS PER SILL QI - -_ 2" GONG. DU \
(P.T. BLOCKING AS NEEDED)
I i
H 8" GONG. FR05TWALL ON 3
FOUND. TO MATG � �` ; ' � i � I EQUAL � EQUAL
TOP OF O
24'X12" CONT. GONG. i
EXISTING •
FOOTING W/ KEY �• p I � , i DRILL #4 REBAR 4" INTO EX. GONG.
J
� WALL d FOOTING ® 12" O.G. VERT,
Q mI 8 SECURE W/ EPDXY GROUT; REBAR
MAINTAIN 4'-0" MIN. 0 x � � _ _ _ TO PROJECT I2" MIN. INTO NEW GONG.
FROM GRADE TO w n• x• �— p-'
BOTTOM OF FOOTING _ _ _ _ _ _ _ _ I WALL � FOOTING (2) P'. 2X8 (FLUSH) (2) P.T. 2X8 (FLUSH)
i
--
-------- ;
.- ----- --- -------------------- ------------� REMOVE EXI5TING MAINTAIN 4'-O" MIN. N
N. - - - - - - - - -', CELLAR SASH AND FROM GRADE TO
_ - _ _ - _ _ _, - WIDEN OPENING AS BOTTOM OF FOOTING/ m
---- -- O--------� i ------------ -------------- ---------------------
.4
^ -
I
%AJ
GONG TUBE
r j �- EXI5TING 2X GIRDERQ5fiIN66TER —� EXI5TING 2X GIRDER -----"-------------- i -------------- ------- rt
_ NEEDED FOR' GGE55
_ -------I
t------------- ----------------- 2'.31/2", •
m - '
, Q
COVER DUST
I ---•J------------------------------� --i-----AL1GN7^t34tt6s-----------------�
PERMABUK III - HOPPER WINDOWS
T- ODEL#: NV3G3216W A ' i p GUT OPENING IN EXIST. N
WALL TO LEVEL OF 2" GONG. DUST
A6 I BASEMENT • K NEW 2" SLAB IAT CRAWL
COVER AT CRAWL
I I
-' I i I lu (CELLAR 5A5H) F EXIST. i WL i 4
CRAW
o
m I ALIGN WALL5
' I GRA
I I--- ------------------------ ------- (16'X24 MIN. OPENING)
I i
EXISTING FOUNDATION i DRILL #4 REBAR 4" INTO EX. C.ONG.
I
+-- •------------------------------------------------------------------------- WALL d FOOTING ®12" O.G. V RT.
WALLS I$ SECURE W/ EPDXY GROUT; REBAR
_ p
- ; TO PROJECT 12" MIN. INTO NEW GONG.
REMOVE EX '�o a ix
s I WALL a FOOTING , 4-
'
CELLAR SASH AND X PIN SLAB TO FOUND. , ----------------------------I
aT1 � --
WIDEN OPENING AS w WALL W/ #3 REBAR
NEEDED FOR ACCESS I ® 18" D.G.
m ' I
(16"X24" MIN. OPENING) (^
, I I d I
I 1 I '
i x REMOVE ALL WALL
' DRILL #4 REBAR 4" INTO EX. GONG. FRAMING FOR ACCESS
I
l I I ; I
WALL # FOOTING ® 12" O.G. VERT. , '
I SECURE YU EPDXY GROUT; REBAR TOP OF FRO5TWALL
z TO PROJECT 12" MIN. INTO NEW GONG. - AT ENTRY PORCH
' WALL d FOOTING I ' TO BE AT GRADE
I
I I
w ' I ALIGN WALL5
BA5E:M�N-r I 8" GONG. FR05TNALL ON CONT. NEW GONG. WALL
' 24 XI2 CONT. GONG.
ABOVE EXISTING
FOOTING W/ KEY
- EXISTING 14'-01,
------------- -- ------ -
EXISTING FOUNDATION
I
WALL5 EDGE OF SLAB TO BE I 8" CONCRETE WALL OR _J
vHELD 3" BACK FROM CML' BLOCK WALL ON
EDGE OF FR05T WALL EXISTING GARAGE SLAB
FOR STONE VENEER SHELF
b" CONCRETE SLAB W/ HAUNGHED EDGE; (1) P.T. 2X6 SILL W/ 5/8"X12"
' }� / bXb (2.1X2.1 GAUGE) W.W. MESH (SET IN ANCHOR BOLTS ® 48" O.G.
® U I `I I v r CENTER OF SLAB) ON VAPOR BARRIER MAX 3 12" FR. CORNERS (TYP.);
ON 8" OF COMPACTED CRUSHED STONE MIN. (2) BOLTS PER SILL
(PT BLOCKING A5 NEEDED) I
5 G A L- E I / 4 " 1 ' - O " (RAISE LEVEL OF GRADE ® PORCH AS
G NEEDED)
Ah A6
MAINTAIN 4'-0" MIN.
FROM GRADE TO
OF GONG WALL
Y
�� s !ter•;,'
D
A6
5T1;ZUGTURAL FOUNDATIONNOTES
- NO FOOTING TO BE PLACED IN III'I
WATER OR FROZEN 501L
- CONCRETE STRENGTH MIN F'G = 3,000 PSI
AT 28 DAYS
- ALL REINFORCING BEAMS TO BE IA5TM A615,
GRADE 60, DEFORMED BARS
CLEAR
BOTTOMS OF FOR
REINFORCING
FOOTINGS
TOAST, AGAINST
EARTH) AND 2" AT SIDES OF FOOTINGS OR
WALLS.
- SEE 57RUGTURAL GENERAL NOTES
AND TYPICAL DETAILS FOR OTHER
REQUIREMENTS
- ALL 57EEL CONNECTIONS WELDE
IN FIELD. REFER TO STRUCTURAL
DRAWIN65. I
EXISTING FOUNDATION
WALL5
FOUNDATION GENERAL NOTES:
(2) #5 REBAR
- CONCRETE FR05T WALL5 TO BE 8" THICK
FLASHING BELOW/BE-"ND
SU'3 FLR.
® FIRST FLOOR
TO BE CAST INTO SURFACE OF TUBE
_
- w~
SHINGLE LINE
TO BE BASED ON GRADE CONDITIONS; 4'-0"
I I !
TOP OF
GE AND WATER 5HIELD
�S
FOUNDATION WA: L
- SILLS TO BE (1) 2X6 (PRESSURE TREATED) W/ 5/8" X 12"
AT PLY. Alii
LOON
(MATCH EXIST.)
OVER 6" WELL -GRADED GRAVEL
COMPACTED TO 5� MAX. DRY DENSIT"
AND @ 12" FROM CORNERS. 15OL75 SHALL ENGAGE
RL A
BOTH PLATES AND BE FASTENED W/ 3"X3" PLATE
_ SUB FLOOR @"OUSE _
(EXI5TING)
III
-�`
CONCRETE FOOTING
(PLAIN) 3,000 PSI CONCRETE UNLE55 OTHERA15E
p ..
W/ KEY
a
2" GONG. DUST
C13
BLUESTONE PAVERS
COVER (3000 P51)
AT PORCH FLOOR
z
W/ FIELDSTONE R5ER5
N
TOP OF FOOTING
Q)
D
® CRAWL SPACE
I
I
-�
10..
�
._
2'-0"
ef
V
FOUNDATION DETAIL
(TYFI GAL)
CD
(D
M
N
i
o
b" HAUNGHED GONG. SLAB ON VAPOR
—
_ BARRIER. 6X6 (1.4X1.4 GAUGE) A.A.F.
COD
SET IN CENTER OF SLAB; RAISE
E
LEVEL OF GRADE A5 NEEDED AND
PROVIDE 8" OF COMPACTED STONE
p
4-
#3 REBAR ® 18" O.G.
TO TIE SLAB TO
FOUND. WALL
2
VTL. AT PORCH 5LA5 CONNECT.
SCALE: 1 1/2" = 1'-0"
D
A6
5T1;ZUGTURAL FOUNDATIONNOTES
- NO FOOTING TO BE PLACED IN III'I
WATER OR FROZEN 501L
- CONCRETE STRENGTH MIN F'G = 3,000 PSI
AT 28 DAYS
- ALL REINFORCING BEAMS TO BE IA5TM A615,
GRADE 60, DEFORMED BARS
CLEAR
BOTTOMS OF FOR
REINFORCING
FOOTINGS
TOAST, AGAINST
EARTH) AND 2" AT SIDES OF FOOTINGS OR
WALLS.
- SEE 57RUGTURAL GENERAL NOTES
AND TYPICAL DETAILS FOR OTHER
REQUIREMENTS
- ALL 57EEL CONNECTIONS WELDE
IN FIELD. REFER TO STRUCTURAL
DRAWIN65. I
EXISTING FOUNDATION
WALL5
FOUNDATION GENERAL NOTES:
(2) #5 REBAR
- CONCRETE FR05T WALL5 TO BE 8" THICK
- POST CONNECTION AT ATTACHED PORCHES
SU'3 FLR.
® FIRST FLOOR
TO BE CAST INTO SURFACE OF TUBE
_
- w~
(MATCH EX ST.)
TO BE BASED ON GRADE CONDITIONS; 4'-0"
I I !
TOP OF
•CD
cc
�S
FOUNDATION WA: L
- SILLS TO BE (1) 2X6 (PRESSURE TREATED) W/ 5/8" X 12"
(3000 P51) MT COVER (UNREiNFORCED)
(MATCH EXIST.)
OVER 6" WELL -GRADED GRAVEL
COMPACTED TO 5� MAX. DRY DENSIT"
AND @ 12" FROM CORNERS. 15OL75 SHALL ENGAGE
8" CONCRETE WALE
BOTH PLATES AND BE FASTENED W/ 3"X3" PLATE
ON 24" X 12"
III
-�`
CONCRETE FOOTING
(PLAIN) 3,000 PSI CONCRETE UNLE55 OTHERA15E
p ..
W/ KEY
a
2" GONG. DUST
C13
COVER (3000 P51)
(2) #5 REBAR Q
z
N
TOP OF FOOTING
Q)
D
® CRAWL SPACE
o
I
-�
10..
�
._
2'-0"
ef
V
FOUNDATION DETAIL
(TYFI GAL)
D
A6
5T1;ZUGTURAL FOUNDATIONNOTES
- NO FOOTING TO BE PLACED IN III'I
WATER OR FROZEN 501L
- CONCRETE STRENGTH MIN F'G = 3,000 PSI
AT 28 DAYS
- ALL REINFORCING BEAMS TO BE IA5TM A615,
GRADE 60, DEFORMED BARS
CLEAR
BOTTOMS OF FOR
REINFORCING
FOOTINGS
TOAST, AGAINST
EARTH) AND 2" AT SIDES OF FOOTINGS OR
WALLS.
- SEE 57RUGTURAL GENERAL NOTES
AND TYPICAL DETAILS FOR OTHER
REQUIREMENTS
- ALL 57EEL CONNECTIONS WELDE
IN FIELD. REFER TO STRUCTURAL
DRAWIN65. I
EXISTING FOUNDATION
WALL5
FOUNDATION GENERAL NOTES:
1
I
- CONCRETE FR05T WALL5 TO BE 8" THICK
- POST CONNECTION AT ATTACHED PORCHES
ON 2411XI2" (UNLESS NOTED) CONTINUOUS
TO BE CAST INTO SURFACE OF TUBE
GONG. FOOTING W/ KEY (HEIGHT OF WALL
W/ SIMPSON FB44 OR PP64 (12 GUAGE)
TO BE BASED ON GRADE CONDITIONS; 4'-0"
STEEL P05T 5A5E ANGHOR5
MIN. FROM FIN. GRADE TO BOTTOM OF FOOTING)
•CD
cc
�S
- CRAWL SPACE TO HAVE 2" CONCRETE j
- SILLS TO BE (1) 2X6 (PRESSURE TREATED) W/ 5/8" X 12"
(3000 P51) MT COVER (UNREiNFORCED)
GALVANIZED STEEL ANCHOR BOLTS ®48" O.G. MAX.
OVER 6" WELL -GRADED GRAVEL
COMPACTED TO 5� MAX. DRY DENSIT"
AND @ 12" FROM CORNERS. 15OL75 SHALL ENGAGE
0
BOTH PLATES AND BE FASTENED W/ 3"X3" PLATE
WA5HER5. THERE SHALL BE A MIN. OF 2 BOLTS PER SILL.
III
- ALL FOOTINGS TO BE 12" THICK W/ (2) #5 REBAR
DATE: v .L�
(PLAIN) 3,000 PSI CONCRETE UNLE55 OTHERA15E
O
NOTED
i
PALL / DEMO
EXISTING WALLS TO
REMAIN
NEW WALL5
DEMO NOTES
EXISTING DASHED WINDOW5 Q WALL5
TO BE REMOVED AND PATCHED AS
NEEDED OR REPLACED A5 NOTED.
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BELOW EXIST. HOUSE FNDN. i
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REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
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"AS
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job no.: I61 -
FILECOPY date 11 JULY 201,
scale AS NOTED
drawn <mA
rev.
FRECEIVED rev.
JL' 20117
HEALTH DEPT.
A� 1
ISSUED FOR CONSTRUCTION snt Of 12
FWALL /DEMO
--- - ---- WALLS AND ITEMS TO
- - BE REMOVED
EXISTING WALL5 TO
REMAIN
�µ NEW WALLS
DEMO NOTE5
EXISTING DASHED WINDOW5 4 WALL5
TO BE REMOVED AND PATCHED A5
NEEDED OR REPLACED A5 NOTED.
GLIDING PATIO DOOR: FWGD 6068(R)
(MUNTIN5: 3 WIDE AT TOP)
R.O.: 6-0 X 6-8
?'-10" i'-10'•
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AT TREADS
NEW DOOR INSTALLED T
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' "BARN" DOOR W/
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Q _ _ _ _ _ _ _ _ _ ; NEW 6A5 LOG IN5ER7
EDGE OF FLAT/ I EXIST. MASONRY FIREPLACE;
SLOPED GLC. INSTALL PER MFR. INSTRUCTIONS
------ __ -- (LIVING RM. ONLY)
m STUDY - -
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DOUBLE -HUNG: WDH 2446 I7' -b 1/2" 3'-5 1/2" 5'-Q I/2" 3'- r
�- ---------------
(MUNTINS: b / I) /�
- R.O.: 2-(o I/8 X 4-8 1/8 A6 SHEL 5/
r BORE U W.I.G.
1
EDGE OF EXISTING
- ALL NEW EXT. WALL5 TO BE 2X4'5 ® Ib"
O.G (UNLESS NOTED OTHERWISE)
- ALL INT, WALL5 TO BE 2X45 ® 16"
O.G. (UNLESS NOTED OTHERWISE)
- INTERIOR DOORS 4 CASED OPENING LOCATIONS
NOT DIMEN51ONE0 ARE TO BE BEGIN 5 57UD5
(4 1/2") FROM THE CLOSEST WALL A5 5HOWN IN PLAN
OR CENTERED IN SPACE
NEW INTERIOR DOORS AND CASED
OPENIN65 TO MATCH HEIGHT OF
EXISTING WHERE NOTED
- WINDOWS TO BE ANDERSEN-WOODWRIGHT" 400
SERIES; FRENCH GLIDING DOORS TO BE ANDERSEN
"WOODWRIGHT" 400 5ERIE5; WINDOWS TO HAVE
NON-IMPACT-RE515TANT GLASS AND PLYWOOD PANELS
AND FASTENING 5Y5TEM MEETING 8TH ED. OF MASS.
STATE BLOC,.
SUN N PATTERNS)E (REFER TO ELEVATION5 FOR
- REFER TO ELEVATIONS FOR WINDOW
R.O. HEIGHTS ABOVE SUBFLOOR
FR NTOONR AND MUD HALL DOOR
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(MUNTIN5: (0 / I)
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' "BARN" DOOR W/
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R.O.: 2-6 1/8 X 4-8 1/8
i *' XI57iNG
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40" TALL WALL
-- --
-
w
CEILING 2'-0" ABOVE
1 X15TIN5 PLATE.
MSTR.
NEW WINDOW INST 1
Q
FFALSE RAFTERS AS
REQUIRED: R_FER TO
i
BATH.
----
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NEW INTERIOR DOORS AND CASED
OPENIN65 TO MATCH HEIGHT OF
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SERIES; FRENCH GLIDING DOORS TO BE ANDERSEN
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job no.: 1617
date 11 JULY 2017
scale AS NOTED
drawn : KMw
rev.
RE E I V E D rev.
1 UUP 2 12017
HEALTH DEPT.
ISSUED FOR CONSTRUCTION snt 2 of 12
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job no.: 1617
date 11 JULY 2017
scale AS NOTED
drawn : KMw
rev.
RE E I V E D rev.
1 UUP 2 12017
HEALTH DEPT.
ISSUED FOR CONSTRUCTION snt 2 of 12
s
E
1
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EDGE OF EXIST. T.M.E.
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IX5/IX6 CORNERBOARD5
WINDOW CASING:
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DOOR GA51N6_
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MAIN SAVE (TYP.):
I
t6
IX 50FFI7 W/ CONT. I" WIDE
PERF, BLACK VENT BY
GOR -A -VENT'; #SOIq
BALUSTERS AND
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MAIN RAKE/RE7URN5:
IX5/IX5 RAKE BOARD
ON IX BLOCKING;
RETURNS To BE BUILT -OUT
(REFER TO DETAIL)
DORMER EAVE (TYP.):
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IX SOFFIT W/ GOVT. I" WIDE
PERF. BLACK VENT BY
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NEWELS
z
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I
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BOARD
---------------------------------------------------------------------------------------------
IX4 VERTICAL IPE I
DECKING AT SIDES
OF: DECK VJ/I/4"MIN, I 4 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -----------------------------A
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FRIEZE
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T.M.E.
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IXIO PVC SKIRT
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DEGKING AT 51DE5
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8
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T.M.E.
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TOP OF FINISHED FLS.
® FIRST FLOOR
IX PVC R15ER5
y I I 1 1 I
I 1 1 1 1
I I I I I I
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0 0
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(5" EXP. +/-)
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WINDOW CASING:
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_W
YV 2X 51LL
DOOR GA51N6_
IX5 JAMB/HEAD CASING
MAIN SAVE (TYP.):
ALUM. GUTTER ON IX6 FASCIA;
t6
IX 50FFI7 W/ CONT. I" WIDE
PERF, BLACK VENT BY
GOR -A -VENT'; #SOIq
BED MOLDING ON IX FRIEZE
ON IX BLOCKING
MAIN RAKE/RE7URN5:
IX5/IX5 RAKE BOARD
ON IX BLOCKING;
RETURNS To BE BUILT -OUT
(REFER TO DETAIL)
DORMER EAVE (TYP.):
IX5/1X6 FA501A (ANGLED);
IX SOFFIT W/ GOVT. I" WIDE
PERF. BLACK VENT BY
"GOR -A -VENT"; #801q
BED MOLDING ON IX FRIEZE
(NO BLOCKING ® FRIEZE)
DORMER RAKE/RETURNS:
IX3/IX6 RAKE BOARD
cc
ON IX BLOCKING.
._
(FRIEZE
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job no.: 161-r
date II JULY 201-7
scale A5 NOTED
drawn : KMw
rev.
rev.
sht 5 Of
12
1
RIDGE VENT GAP
OVER 2X12 RIDGE
BOARD (NON-STRUCTJ
i
"LANDMARK" ROOF
5HINGLE5 BY y
GERTAINTEED
5/8" COX PLYWOOD 12
2X8'5 ® 16" O.G. 10+/-
(T.M.E.)
FASCIA AND FRIEZES 2X6 COLLAR TIES
TO ALIGN @ 16" O.G.xyy`
71
1 TOP OF
PLATE @ 01
1/2" GYP. BOARD %
ON 1X3 STRAPPING
2X8 GLG. JOISTS /
W.G. 5HINGLE5 O
I/2" COX PLYWOOD OEE I GE
2X4'5 @ I6" O.G.
GLO5ED CELL INSUL (2) JOISTS BELOW m
WALL
CA
3/4" T 8 G PLYWOOD �
IX4 IPE DECKING 2X10 FLOOR Q
ON 2X10 P.T. DECK JOISTS ® 16" O.G.
J01575 @ 16" O.G. W/ 2X10 CONT. RIM SIDE
p FIRST FI
MATCH E
:y �h, rX k „r J TOP OF FI
CRAWL
6" CRUSHED STONE ° (I P.T. 2X6 51 LL
(LOWER GRADE A5 1"l/ 5/5"X24" ANCHOR
NEEDED) BOLTS ® 5-0" O.(. a
(TYPICAL)
8" CONCRETE o . o. BASEMENT DU57 COVER TO
WALL ON 24" X 12" BE 2" GONGRETE (3000 P51) ON
CONCRETE FOOTING 6 MIL, VAPOR BARRIER OVER
W/ KEY 6" WELL -GRADED GRAVEL
COMPACTED TO ?5% MAX.
DRY DENSITY
GTI®N
S C A L E: I/ 4" = I' - 0"
RIDGE VENT GAP —�
OVER EXISTING
RIDGE BOARD
EXISTING 2X ROOF
FRAMING TO REMAIN
"LANDMARK" ROOF
5HINGLE5 BY
GERTAINTEED
5/8" COX PLYWOOD
2X815 ® 1611 O.G.
(1) LAYER OF WINTERGUARD—
OR EQUIVALENT WATER-
PROOFING 5HIN6LE UNDER-
LAYMENT OVER ENTIRE 2:12
ROOF PER MANU'FACTURER'S
--- —SPECIFTCATIONS
5 �
i
TOP OF DBL.
PLATE —@ DEN -_
W.G. 5HINGLE5
1/2" COX PLYWOOD
2X45 ® 16" O.G.
CLOSED CELL IN5UL.
O
r (2) 1 3/4" X 4 1/4"
LVL HEADER
SUB FLR.
® FIR5T FLOOR
MATCH EXIST.) r�
12
2 oYlr
1/2" GYP. BOARD
ON IX3 STRAPPING
2X8 GLG. JOISTS
FUR DOWN CL6. TO
KTGHEN (REFER TO
FRAMING PLANS)
EATING
-5/4" T 8 G PLYWOOD
2X10 FLOOR
J015T5 ® 16" O.G.
W/ 2X10 CONT. RIM
-(1) P.T. 2X6 SILL
W/ 5/8"X24" ANCHOR
BOLTS ® 3'-0" O.G.
(TYPICAL); BEYOND
CRAWL
8" CONCRETE
WALL ON 24" X 12"
CONCRETE FOOTING
W/ KEY
RIDGE VENT GAP
OVER EXI5TIN5
RIDGE BOARD
"LANDMARK" ROOF
5HINGLE5 BY
GERTAINTEED
5/8" COX PLYWOOD
2X8'5 ® 16" O.G. LJ
W.G. 5HIN61LE5
1/2" COX PLYWOOD
2X4'5 @ 16" O.G.
G1_05ED CELL IN5UL
I /
TOP OF DBL.
PLATE � W.I.G.
IX4 IPE DECKING \
ON 2X10 P.T. DECK
JOISTS ® 16" O.G.
N
8" CONCRETE
WALL ON 24" X11,2"
CONCRETE FOOTING
Al KEY
SUB FLR.
® FIRST FLOOR
(MATCH EXIST.)
6" CRUSHED STONE —
i p (LOWER GRADE AS
NEEDED)
BASEMENT DUST COVER TO
BE 2" CONCRETE (3000 PSI) ON
6 MIL. VAPOR BARRIER OVER
6" WELL -GRADED GRAVEL
GOMPAGTED TO q55o MAX.
DRY DENSITY
2
A-7
W
v
L
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1z O
GRAWL
5E(f,il
ON
,
S C A L E:
I/ 4
=
I' - O"
15TIN6
12
TOAL1 AND FRIEZES
TO ALIGN
21 LOAD BEARING
WALL UP TO
RAFTERS
EXI5TIN6 BEAM5
TO REMAIN
DEN
(2) 1 5/4" X a 1/4"
LVL HEADER
EXISTING 2X FLOOR
SYSTEM
------- ------------------------------ - -- - ---- -
BASEMENT DUST COVER TO
BE 2" CONCRETE (3000 P510 ON
6 MI's. VAPOR BARRIER OVER
6" WELL -GRADED GRAVEL
COMPACTED TO 95% MAX.
DRY DEN5I7Y
BASEMENT
EXI5TIN6 FOUND.
WALL
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(TYPICAL); BEYOND
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ALIGN
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OUT BACK
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-- — --
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WALL
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-- — --
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WALL
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•
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,
PLATE HEIGHT BASED`
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IT
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L
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BE 2" CONCRETE (3000 P51) ON
6 MIL. VAPOR BARRIER OVER
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COMPACTED TO 95% MAX.
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job no.: 1617
date 11 DULY 201
scale A5 NoTED
drawn : KMW
rev.
rev.
cm
ISSUED FOR CONSTRUCTION snt 6 of 12
xx "XI
12
10:12 +/-
`
"LANDMARK" ULTIMATE ROOF
SHINGLES BY GERTAINTEED
ON 15 LB. FELT ON 5/8" COX
PLYWD. SHEATHING
EXI5TIN6 RAFTERS
AT MASTER BEDRM.
2X8 RAFTERS c 16" O.G.
ALUM. DRIP EDGE
ALUMINUM GUTTER
m ON IX6 FA501A
ILS 'd-
-- ALIGN FASCIA W/
\ --------
' \ MSTR. BEDROOM FASCIA
m �t IX SOFFIT VV I" WIDE
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= ut "GOR -A -VENT"
~ _ _ALIGN FRIEZE A/
f -
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4
�i #80141 BED MOLDING
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to
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1X HEAD CASING
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SCALE: 1 1/2" = P -O" ALL EXTERIOR TRIM TO BE PVC **
"LANDMARK" ULTIMATE ROOF
SHINGLES BY GERTAINTEED
ON 15 LB. FELT ON 5/8" COX
PLYWD. 5HEATHIN6
2X8 RAFTERS @ 16" O.G. 12
2�
(1) LAYER OF WINTER61JARD
OR EQUIVALENT WATER-
PROOFING SHINGLE UNDER-—
LAYMENT OVER ENTIRE 2:12
ROOF PER MANUFACTURER'S �� x
SPECIFICATIONS
t
ALUMINUM GUTTER
ON IX6 FASCIA
ALUM. DRIP EDGE — — — — —
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#80141 BED MOLDING Q
ON IX FRIEZE BOARD
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O
T
W.G. 5HIN6LE5 ON
1/2" COX PLYWOOD
2X4'5 ® 16" O.G.
e� FUR DOWN GLC. TO
;p MATCH EX15TINS AT
KITCHEN (REFER TO
IX5 HEAD CASING FRAMING PLANS)
EAVE DETAIL AT EAT I NCS
SCALE: 1 1/2" = 1'-0" " ALL EXTERIOR TRIM TO BE PVC **
"LANDMARK" ULTIMATE ROOF
SHINGLES BY GERTAINTEED
ON 15 LB. FELT ON 5/8" COX
PLYWD. SHEATHING
2X8 RAFTERS ® 16" O.G.
"
ALUM. DRIP EDGE
ALUMINUM GUTTER'
ON IX6 FASCIA
I`
ILL-
ALIGN _FASCIA W/
OF__________
SIGE FASGIAu�
IX SOFFIT W/ I" WIDE
PERF. BLACK VENT BY i
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ALIGN FRIEZE W/-_____-___.__ O
OFFICE FRIEZE
1
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.__� 9 �
#80141 BED MOLDING p 1 IL
ONIX FRIEZE BOARD p( + Q r -
ON IX BLOCKING 11/2"
t i T -
IX HEAD CASING 51
(4 1/2" EXPOSURE)
2 EAVT DETAIL AT A.I.C. **
SCALE: 1 1/2 = 1'-0" ALL EXTERIOR TRIM TO BE PVC **
"LANDMARK" ULTIMATE ROOF
5HIN6LE5 BY GERTAINTEED
ON 15 LB. FELT ON 5/8" COX
PLYWD. SHEATHING
10:12
NEW & EXIST. ROOF (T.M
PLANES TO ALIGN
(BEYOND)
"* PDR. RM./LAUNDRY RM.
PLATE HEIGHT BASED
ON MAINTAINING EXIST.
10:12+/- ROOF PLANE
ALUM. DRIP EDGE
2X8 RAFTERS ® 16" O.G.
ALUMINUM GU --
R m
O` 1X6 FA5GIA
N
IX SOFFIT W/ I" WIDE /
PERF. BLACK VENT BY
"GOR -A -VENT"
#80 41 BED MOLDING
ON IX FR EZE BOARD/
HEAD GA5 N5 ON IX
BLOGKiNG
O
K
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uM
6 r=A1iT= DETAIL AT LAUNDRY/PDR. RM.
SCALE: 1 1/2" = I' -O" " ALL EXTERIOR TRIM TO BE PVC, **
'1 1/2'
IX HEAD CASING
(4 1/2" EXPOSURE)
3 EAVE DETAIL AT MASTER, BEDROOM
SCALE: 1 1/2" = P -O"
""'^NTUGKET" CLIVI =
p
TAPERE
?X2 BA1
P.T. PC
X WRAF
BALU5
fAPERE
?X2 BA1
55 BA51
WRAP
"LANDMARK" ULTIMATE ROOF
5HINGLE5 BY GERTAINTEED
ON 15 LB. FELT ON 5/8" COX
PLYWD. SHEATHING
12
�4
2X6 RAFTERS @ I6" O.G.
ALUM. DRIP EDGE
�n
ALUMINUM GUTTER
_N ON IX6 FA5GIA
N
IX6 EDGE 8 GTR. MSTR. BEDROOM FASCIA
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ALIGN FRIEZE W/
4 #801q BED MOLDING
i ON IX FRIEZE BOARD
t i 6 3/4" ON IX BLOCKING
#8018 BED W/
i 2X GAP
4'-3" TO STUD WALL o m UM I 6 IX VG WRAP
!
(TXT' FIN. DIM.
4 EAVE DETAIL AT FRONT PORCH
SCALE. 1 1/2 = I -O" ** ALL EXTERIOR TRIM TO BE PVG
.7 DETAIL AT DECK RAILING
SCALE: I" = P -O" ** ALL EXTERIOR TRIM TO BE PVC
"LANDMARK" ULTIMATE ROOF
!
SHINGLES BY GERTAINTEED
! ON 15 LB. FELT ON 5/8" COX
PLYWD. SHEATHING
12
I IX5/IX5 RAKE (T M E)
ON IX BLOCKING
LEAD COATED COPPER
FLASHING ON IX SHELF
(TAPER SHELF ® 1:12 PITCH)
I '
2X BLOCKING ® BUILT -OUT
EAVE/RAKE RETURN
j ALUMINUM GUTTER ON
3• IX6 FA5GIA
i I
1 #80141 BED ON
-y IX FRIEZE RETURN
/ ON IX BLOCKING
10" I/2"I
I W.G. SHINGLES
I I
IX5/IX6 CORNER50ARD5
I
FAVE//RAKE RETURN DETAIL AT MAIN R00f=
8 SCALE: 1 1/2" = 1'-0" ** ALL EXTERIOR TRIM TO BE
IX3/IX6 RAKE
ON IX BLOCKING
#80141 BED MOLDING
TO TERMINATE ON
FRIEZE BOARD
IX FRIEZE BEYOND
(NO BLOCKING)
IX5/IX6 GORNERBOARD
W.G. SHINGLES
RAKE DETAIL ® DORMER ROOF
SCALE: 1 1/2" = 1'-0" ** ALL EXTERIOR TRIM TO BE PVG
ISSUED FOR CONSTRUCTION
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12
PLYWD. SHEATHING ON EXIST.
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SCALE: 1 1/2" = P -O"
""'^NTUGKET" CLIVI =
p
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?X2 BA1
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X WRAF
BALU5
fAPERE
?X2 BA1
55 BA51
WRAP
"LANDMARK" ULTIMATE ROOF
5HINGLE5 BY GERTAINTEED
ON 15 LB. FELT ON 5/8" COX
PLYWD. SHEATHING
12
�4
2X6 RAFTERS @ I6" O.G.
ALUM. DRIP EDGE
�n
ALUMINUM GUTTER
_N ON IX6 FA5GIA
N
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u BEAD BOARD ON \
2X4 r.1_67. JOISTS IX SOFFIT
IL
ALIGN FRIEZE W/
4 #801q BED MOLDING
i ON IX FRIEZE BOARD
t i 6 3/4" ON IX BLOCKING
#8018 BED W/
i 2X GAP
4'-3" TO STUD WALL o m UM I 6 IX VG WRAP
!
(TXT' FIN. DIM.
4 EAVE DETAIL AT FRONT PORCH
SCALE. 1 1/2 = I -O" ** ALL EXTERIOR TRIM TO BE PVG
.7 DETAIL AT DECK RAILING
SCALE: I" = P -O" ** ALL EXTERIOR TRIM TO BE PVC
"LANDMARK" ULTIMATE ROOF
!
SHINGLES BY GERTAINTEED
! ON 15 LB. FELT ON 5/8" COX
PLYWD. SHEATHING
12
I IX5/IX5 RAKE (T M E)
ON IX BLOCKING
LEAD COATED COPPER
FLASHING ON IX SHELF
(TAPER SHELF ® 1:12 PITCH)
I '
2X BLOCKING ® BUILT -OUT
EAVE/RAKE RETURN
j ALUMINUM GUTTER ON
3• IX6 FA5GIA
i I
1 #80141 BED ON
-y IX FRIEZE RETURN
/ ON IX BLOCKING
10" I/2"I
I W.G. SHINGLES
I I
IX5/IX6 CORNER50ARD5
I
FAVE//RAKE RETURN DETAIL AT MAIN R00f=
8 SCALE: 1 1/2" = 1'-0" ** ALL EXTERIOR TRIM TO BE
IX3/IX6 RAKE
ON IX BLOCKING
#80141 BED MOLDING
TO TERMINATE ON
FRIEZE BOARD
IX FRIEZE BEYOND
(NO BLOCKING)
IX5/IX6 GORNERBOARD
W.G. SHINGLES
RAKE DETAIL ® DORMER ROOF
SCALE: 1 1/2" = 1'-0" ** ALL EXTERIOR TRIM TO BE PVG
ISSUED FOR CONSTRUCTION
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SCALE: 1 1/2" = P -O"
""'^NTUGKET" CLIVI =
p
TAPERE
?X2 BA1
P.T. PC
X WRAF
BALU5
fAPERE
?X2 BA1
55 BA51
WRAP
"LANDMARK" ULTIMATE ROOF
5HINGLE5 BY GERTAINTEED
ON 15 LB. FELT ON 5/8" COX
PLYWD. SHEATHING
12
�4
2X6 RAFTERS @ I6" O.G.
ALUM. DRIP EDGE
�n
ALUMINUM GUTTER
_N ON IX6 FA5GIA
N
IX6 EDGE 8 GTR. MSTR. BEDROOM FASCIA
u BEAD BOARD ON \
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IL
ALIGN FRIEZE W/
4 #801q BED MOLDING
i ON IX FRIEZE BOARD
t i 6 3/4" ON IX BLOCKING
#8018 BED W/
i 2X GAP
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!
(TXT' FIN. DIM.
4 EAVE DETAIL AT FRONT PORCH
SCALE. 1 1/2 = I -O" ** ALL EXTERIOR TRIM TO BE PVG
.7 DETAIL AT DECK RAILING
SCALE: I" = P -O" ** ALL EXTERIOR TRIM TO BE PVC
"LANDMARK" ULTIMATE ROOF
!
SHINGLES BY GERTAINTEED
! ON 15 LB. FELT ON 5/8" COX
PLYWD. SHEATHING
12
I IX5/IX5 RAKE (T M E)
ON IX BLOCKING
LEAD COATED COPPER
FLASHING ON IX SHELF
(TAPER SHELF ® 1:12 PITCH)
I '
2X BLOCKING ® BUILT -OUT
EAVE/RAKE RETURN
j ALUMINUM GUTTER ON
3• IX6 FA5GIA
i I
1 #80141 BED ON
-y IX FRIEZE RETURN
/ ON IX BLOCKING
10" I/2"I
I W.G. SHINGLES
I I
IX5/IX6 CORNER50ARD5
I
FAVE//RAKE RETURN DETAIL AT MAIN R00f=
8 SCALE: 1 1/2" = 1'-0" ** ALL EXTERIOR TRIM TO BE
IX3/IX6 RAKE
ON IX BLOCKING
#80141 BED MOLDING
TO TERMINATE ON
FRIEZE BOARD
IX FRIEZE BEYOND
(NO BLOCKING)
IX5/IX6 GORNERBOARD
W.G. SHINGLES
RAKE DETAIL ® DORMER ROOF
SCALE: 1 1/2" = 1'-0" ** ALL EXTERIOR TRIM TO BE PVG
ISSUED FOR CONSTRUCTION
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job no.. i(on
Gate II JULY 201-1
scale AS NOTED
drawn : KMW
rev.
rev.
Iffy
sht Of ��
GENERAL --
FOUNDATIONS
ARE I . THE ALLOWABLE PRESUMED SOIL
I. STRUCTURAL DRAWINGS
H THE ENTIRE BEARING GAFC I TY I S 5000 FSF,
TO BE USED W 1 T
SET OF DRAWINGS. WHICH 15 TO BE VERIFIED IN THE FIELD
BEFORE CONSTRUCTION.
AGAINST EARTH. IN BUILDING CONSTRUCT I ON.
B. 2" AT ALL OTHER LOCATIONS.
8. CONNED IIONS NOT DETAILED SHALL
BE DESIGNED FOR THE LOADS SHOWN
5. NO HORIZONTAL CONSTRUCTION JOINTS ON THE DRAWINGS OR FOR LOADS
ARE ALLOWED, UNLE55 SFEC I F I CALLY GIVEN I N THE STANDARD LOAD
SHOWN ON THE DRAW) NG5 OR ALLOWED TABLES OF A I5G FOR THE SPAN,
N WRITING BY THE ENGINEER. SEG T ION 8 STRENGTH SFEC F I ED .
6.
r
REINFORCING
BAR
2. ALL SAFETY REGULATIONS
STANDARD
HOOK I
#4
121,
ARE TO BE 5TRIQTLY FOLLOWED.
2.
FOOTINGS SHALL BE CARRIED
12"
METHODS OF C ONSTRUGTION
20"
TO LOWER ELEVATION THAN SHOWN
#7
ERECT) ON OF STRUCTURAL MATERI ALS
18"
ON THE DRAW I N&S 17 REOU I RED TO
LL
15 THE GONTRAGTOR'S RESPONS i E3 1 L I TY.
15
REACH PROPER BEARING GAFC 17r.
DL
5. THE GONTRAGTOR 15 RESFON51 BLE
5.
WALLS ACTING AS RETAINING WALLS
LL
FOR D 15SEY I NATI ON OF ALL
10
SHALL NOT BE BAGKF I LLED Al THOUT
DL
REVISIONS $ REGU I REMENT5 TO
GSL 50
BRAG I NG UNTIL ALL SUPPORTING 50 I L
SL
THE SUBG®NTRAGTOR5.
15
SLABS ARE IN PLACE $ AT
DL
= EXT. WALLS/STOR.
75
ADEOUA7E STRENG I H.
DL
4. RE50NABLE DARE HAS BEEN
50
FLF
DL
TAKEN IN THE PREPARATION OF
4.
COMFAGT ALL FILL UNDER FOOTINGS
PER JOIST
ALL DRAW I NGS AND SFEG I F I GAT I ONS.
10
SLAB5 TO THE 5FEG I F I ED DENSITY
PER JOIST
HOWEVER THE ENO I NEER DOES NOT
PLATE (TOE -NAILED)
VERIFY.
3-I6D
GUARANTEE AGAINST HUMAN ERROR
ROOF 5HEATHING
WOOD STRUCTURAL PANELS
FOR THAT REASON 17 15 I MFERAT I VE
THAT THE CONTRAGTOR SMALL GHEGK
5D
IOD
6" EDGE / 6" FIELD
ALL DIMENSIONS 4 DETAILS 4 UST
GED OVER 16" O.G.
STRJCTIJRAL STEEL
IOD
�E , D I MENS I ONS,
R I FY ALL GOND I T I ONS
- GABLE ENDWALL RAKE OR
RAKE TRUSS W/0 GABLE OVERHANG
5D
ELEVATIONS AT THE SITE. ALL
6" EDGE / 6" FIELD
- GABLE ENDWALL RAKE O RAKE TRU55 W/ STRUCTURAL OU7LOOKER5
8D
D 15CREPANC E 5 SHALL BE BROUGHT
I.
DESIGN, FABR!GATTON 4 ERE CTION
5D
70 THE ATTENTION OF THE ENGINEER
4" EDGE / 4" FIELD
SHALL BE IN AGGORDANGE WITH
j
GYPSUM WALLBOARD
H
THE A 15C SPEC I F ICA T I ON FOR
-
7" EDGE / 10" FIELD
WALL 5HEATHING
STRUCTURAL STEEL FOR BU I LD I NGS,
WOOD STRUCTURAL PANELS
5. THE GONTRAGTOR SHALL SUBMIT
LATEST EDITION.
_0
GOMFLETE SHOP DRAWINGS FOR
O.G.
SD
IOD
ALL GONCRETE RE I NFORG I NG, ALL
- 1(2" AND 25/52" FIBERSOI
RO PANELS
8D
STRUCTURAL STEEL, 4 BOTH
2.
5TRUGTURAL SHAPES SHALL CONFORM
L_
GALCULATIONS $ SHOP DRAWINGS
-
TO THE FOLLOWING:
FLOOR 5HEA7HING
FOR ALL MANUFAGTURERED LUMBER
L
WOOD STRUCTURAL PANELS
L
m
FRODUGT5 $ THEIR GONNEGTORS
A. WIDE FLANGE MEMBERS ASTM
06 L04�
FOR REVIEW PRIOR TO FABRICATION.
IOD
Agg2 GRADE 50.
j
0.
IOD
B. GHANNELS ANGLES A57Y A56.
I
6" EDGE / 6" FIELD
N 0
C. H55 ROUND 8 REGTANGULAR TUBES
CONCRETE
TO ASTM A 500, GRADE B FY=46 KSI.
U)
I. ALL GONG RETE WORK AND MA I ERIALS
SHALL GOMFLY WITH THE SFEC I F I GAT I ONS
5.
ALL GALVAN I Z I NO SHALL CONFORM
job no.: 1617
FOR 57RUG7URAL CONCRETE FOR BJ I LD I NGS
date II JULY 201-1
70 ASTM A 125,
drawn KM N
rev.
rev.
4.
BOLTED GONNEC -IONS SHALL BE WITH
snt 8 Of
2. ALL GONGRETE SHALL HAVE A 2a -DAY
HIGH STRENGTH BOLTS IN ACCORDANCE
COMPRESSIVE S i RENGTH OF 5000 FSI,
W 1 TH THE SFEC I F I GAT 1 ON FOR
WITH MAXI MUM I INCH AGGREGATE 4
STRUGT'JRAL JOINTS USING ASTM A 525
MAXIMUM 6% Alii ENTRAINMENT FOR
ORA 4�O BOLTS.
j
EXTERIOR CONCRETE EXF05ED TO
i
MOISTURE.
5.
ANCHOR 5OLT5 SHALL BE ASTM A 507.
5. ALL RE I NFORG I NG STEEL SHALL BE
DEFORMED BARS OF NEW BILLET STEEL
6. WELDS SHALL BE MADE BY OPERATORS
CONFORMING TO ASTM A 615 GRADE 60.
GERT I F I ED BY THE STANDARD
QUALIFICATION PROCEDURE OF THE
AMERIGAN WELDING SOCIETY.
4. CONCRETE DOVER OF REINFORCING BARS
SHALL BE AS FOLLOWS:
7.
WELDING SHALL BE IN ACCORDANGE
��
A 5 AT GONGRETE PLACED DIRECTLY
R WELDING
WITH THE AWS D . I CODE FOR
AGAINST EARTH. IN BUILDING CONSTRUCT I ON.
B. 2" AT ALL OTHER LOCATIONS.
8. CONNED IIONS NOT DETAILED SHALL
BE DESIGNED FOR THE LOADS SHOWN
5. NO HORIZONTAL CONSTRUCTION JOINTS ON THE DRAWINGS OR FOR LOADS
ARE ALLOWED, UNLE55 SFEC I F I CALLY GIVEN I N THE STANDARD LOAD
SHOWN ON THE DRAW) NG5 OR ALLOWED TABLES OF A I5G FOR THE SPAN,
N WRITING BY THE ENGINEER. SEG T ION 8 STRENGTH SFEC F I ED .
6.
r
REINFORCING
BAR
EMBEDMENT
LENGTH
STANDARD
HOOK I
#4
121,
12"
#5
16"
12"
#6
20"
16"
#7
24"
18"
�. ELEVATIONS NOTED AS TOF OF STEEL
REFER TO THE -11-OF FLANGE OF ROLLED
SECTIONS.
MASONRY
1. MASONRY CONSTRUCTION SHAL L
CONFORM TO THE REOUIREMENTS
OF SFEC I F I GAT1 ONS FOR MASONRY
STRUCTURES (AGI 550.1 /ASCE 6-5a).
STRENGTH OF MASONRY F'M =1500 FSI-
2.
SI.2. VERTICAL REINFORCING OF MASONRY
WALLS SHALL BE AS I ND I GATED ON
THE DRAWI NG5. ALL CORE5 OF
MASONRY UN 1 TS SHALL BE FILLED
WITH GROUT. REINFORCING BAR
LAPS SHALL BE 2'-6!' MIN.
5. HORIZONTAL JOINT REINFORCING
FOR MASONRY SHALL BE EOJAL
TO DUR-O-WALL TRUSS MANJFAC TIERED
WITH WIRE CONFORMING TO ASTM A 82
$ COATED FOR CORROSION FROTECTION
N ACCORDANCE WITH ASTM A 155,
CLASS 5-2. ALL WIRE SHALL BE
GAGE MINIMUM. PROVIDE MINIMUM
LAP OF 6'' � USE FREFABRIA I ED T'S
OR CORNER 5ECTION5 AT ALL
WALL INTERSECTIONS,
4. COGNRETE MASONRY UNITS SHALL
CONFORM TO ASTM C �O.
5. CONCRETE BRICK SHALL CONFORM
TO A57M C55.
6. GROUT SHALL CONFORM TO THE
REOU I REMENTS OF ASTM C 146
SHALL HAVE A COMFRESS I VE
STRENGTH OF 5000 P51.
7. VERTICAL � BOND BEAM
REINFORCEMENT SHALL CONFORM
TO THE REGUIREMENTS OF ASTM A615.
8. MORTAR SHALL CONFORM TO THE
REOU 1 REMENTS OF ASTM G 270
AND SHALL BE TYFE M OR S.
. QUAL I TY ASSURANCE TESTING
IN5FEC7-ION SHALL BE PERFORMED
IN ACCORDANCE WITH THE
REQUIREMENTS OF AC! 550.1/ASCE 6/58.
FRAMING LUMBER CONNEr T JRS
1. ALL FRAMING LUMBER SHALL 5-
KILN DRIED q% MAXIMJM M0151 URE
CONTENT. LUMBER SMALL MEE T
AS A MINI ;JM THE FOLLOW1N5
DESIGN VALUES FOR SRJGE�F:
A. 2X STUDS GONE T RUG T ION GRADE
F5=80O, FV=65, FC=750
B. 2X JOISTS/RAF T ER5 NO. I GRADE
F5=1150, FV=70
C. POST NO. I GRADE FB=aOJ,
FV=65, FC=675
2. ALL FASTENING OF FRAM I N/6,
PLATES, SILLS, SHEATHING
OTHER WOOD MEMBERS S -!AL
BE IN ACCORDANCE Al THS
DETAILS SHOWN 8 MINIMJV'
REOU I REMENTS OF THE
MASSACHUSETTS STATE E;J i LD I NO
CODE a T H ED I T! ON.
5. OONNEOTORS SHO N ARE AS
MANUFACTURED B 51 MFSON
STRON&-TIE CO. N�. SU55 T ITUTIONS
MUST BE AFFROVED IN WR T i NG
BY THE ENG I NEER. INSTALLATION
OF ALL ,ONNEC7OR5 SHALL BE
N 57R I GT ACGORDANGE WITH THE
THE MANUFACTJRE�'S INSTRUCTIONS
MJST EMPLOY ALL REOU I. RED
FASTENERS.
4. ALL CONNECTORS SHALL BE
HOT DIP GALVANISED.
5. INSTALL ALL CONNECTOR FASTENERS
BEFORE LOADING THE _JOINT.
'6. SPLIT WOOD 15 NOT ACCEPTABLE
FOR ANY CONNEG7ION.
7. ALL EXPOSED FR 1 MING MEMBERS
SHALL BE TREATED PER AWFA
C2/C1� GCA 0.25 8 MEMBERS IN
CONTAGT WITH SOIL SHALL BE
TREATED PER AWA G25/C24
GGA 0.60. JOB SITE FABRI CATI ONS
GUTS 4 BORES SHALL BE TREATED IN
ACGORDANGE W►T� AWFA 57 LL
M4.
5. ALL MANUFACTURED LVL WOOD FRAMING
MEMBERS SHALL HAVE THE FOLLOWING
FHYSIGAL FROFER "1715 AS A MINIMUM:
=l.gXl06P51., FB= X00 FV=240.
FLOOR JOISTS SHALL BE AS
MANUFACTURERED BY B01SE CASCADE
AS SIZED ON THE DRAWING5, ALL
FASTENING, BEARING, BRAG I NG �
STIFFENING SHALL BE IN 5-1 RIGT ACGORDANCE
WITH THE MANUFACTURER'S REQUIREMENTS.
0. ALL PLYWOOD SHALL BE AFA
FERFORMANCE RATED PANELS CONFORMING
TO THE FOLLOWING M I NJMUM REGU I REMENTS:
A. FLOOR-STURD- I -FLOOR T46, EXPOSURE I,
5/411, SFAN RATING Il .
E3. WALL SHEATHING -EXPOSURE I, 1/2"
SPAN RATING 16
G. ROOF SHEATH ING=E/\FOSURE 11 5/a
SPAN RATING 16
DESIGN CRITERIA
1. AFFL I GABLE BUILDING CODE
MA55ACHU5ETT5 aTH EDITION
2. DESIGN WIND SPEED: 110 MFH
STRUCTURAL DESIGN
CRITERIA
NUMBER OF NUMBER OF
COMMON NAILS BOX NAILS
NAIL SPACING
ROOF FRAMING
- FIRST FLOOR
4O
FSF
LL
RIM BOARD TO RAFTER (END -NAILED)
15
F5F
DL
- SECOND FLOOR
50
FSF
LL
AT JOINTS
15
FSF
DL
- ATTIC/STO.
20
FSF
LL
16" O.C. ALONG EDGE5
10
PSF
DL
- ROOF
GSL 50
PSF
SL
2 -IOD
15
FSF
DL
= EXT. WALLS/STOR.
75
FLF
DL
- INT. WALLS/STOR.
50
FLF
DL
- DECKS/FORCHES
40
FSF
PER JOIST
A
10
FSF
PER JOIST
GENERAL NAILING SCHEDULE - 110 MPH
JOINT DESCRIPTION
NUMBER OF NUMBER OF
COMMON NAILS BOX NAILS
NAIL SPACING
ROOF FRAMING
BLOCKING TO RAFTER (TOE -NAILED)
2-5D
2-I0D
EACH END
RIM BOARD TO RAFTER (END -NAILED)
2-16D
5-16D
EACH END
WALL FRAMING
TOP PLATES AT. IN7ER5EGTION5 (FACE -NAILED)
4-16D
5-I6D
AT JOINTS
STUD TO STUD (FACE -NAILED)
2 -I&D
2-I6D
24" O.G.
HEADER TO HEADER (FACE -NAILED)
I6D
I6D
16" O.C. ALONG EDGE5
FLOOR FRAMING
JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED)
4-8D
4 -IOD
PER JOIST
BLOCKING TO JOIST (TOE-NILED)
2-8D
2 -IOD
EACH END
BLOCKING TO SILL OR TOP PLATE (TOE -NAILED)
3-I6D
4-I61;)
EACH BLOCK
LEDGER STRIP TO BEAM OR
GIRDER (FACE -NAILED)
3-I6D
4-I6D
EACH JOIST
JOIST ON LEDGER TO BEAM
TOE -NAILED)
5-8D
3-I0D
PER JOIST
BAND JOIST TO J0I57 (END -NAILED)
5-16D
4-I6D
PER JOIST
BAND JOIST TO SILL OR TOP
PLATE (TOE -NAILED)
2-I6D
3-I6D
PER FOOT
ROOF 5HEATHING
WOOD STRUCTURAL PANELS
- RAFTERS OR TRUSSES 5P GED UP TO 16" O.G.
5D
IOD
6" EDGE / 6" FIELD
- RAFTERS OR TRU55E5 5P
GED OVER 16" O.G.
8D
IOD
4" EDGE / 4" FIELD
- GABLE ENDWALL RAKE OR
RAKE TRUSS W/0 GABLE OVERHANG
5D
IOD
6" EDGE / 6" FIELD
- GABLE ENDWALL RAKE O RAKE TRU55 W/ STRUCTURAL OU7LOOKER5
8D
IOD
6" EDGE / 6" FIELD
- GABLE ENDWALL RAKE O RAKE 7RU55 W/ LOOKOUT BLOCKS
5D
IOD
4" EDGE / 4" FIELD
CEILING 5HEA7HING
Ln
GYPSUM WALLBOARD
H
5D COOLERS
-
7" EDGE / 10" FIELD
WALL 5HEATHING
CoCn
�
WOOD STRUCTURAL PANELS
�
O
_0
- STUDS SPACED UP TO 24'
O.G.
SD
IOD
6" EDGE / 12" FIELD
- 1(2" AND 25/52" FIBERSOI
RO PANELS
8D
-
5" EDGE / 6" FIELD
- 1/2" GYPSUM WALLBOARD
L_
5D GOOLER5
-
'7" EDGE / 10" FIELD
FLOOR 5HEA7HING
m
WOOD STRUCTURAL PANELS
L
m
Uo
-1 OR LE55
06 L04�
5D
IOD
6" EDGE / 12" FIELD
- GREATER THAN I"
0.
IOD
I6D
I
6" EDGE / 6" FIELD
e AMO.
STRU CTOP
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ISSUED FOR CONSTRUCTION
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job no.: 1617
date II JULY 201-1
Scale AS NOTED
drawn KM N
rev.
rev.
snt 8 Of
12
i - WOOD POST DOWN - ALL FOSTS @ ENDS OF SEAMS 70 BE
(3) 2X4'5 UNLESS NOTED
WOOD P057 Uig AND DOWN
x - WOOD POST 'UF ALL WINDOW HEADERS TO E3E (2) 2X6'5
W/ 1/2 FLYWOOD UNLESS ESS NOTED
- BEARING WALL BELOW = SEE 5TRUCTURAL GENERAL NOTES
AND TYF I CAL DETAILS FOR OTHER
REGU I REMENT5.
0000000< a SEARING WALL AE30\/E----,
(R=R TO STRUCT. DETAILS) - - TOILET LOCATION (5FACE JOISTS A5
NEEDED FOR PLUM5fNG CLEARANCE)
- WALL ALOVE
RST
u
ALL POSTING DOWN TO
R
f
12" GONGRETE TUBES
xx
NG
TO BE P.T. 4X4 GOLUMN5
i=L.AN
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W/ SIMPSON ABU44
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BASE GAPS
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cc
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"•r
i - WOOD POST DOWN - ALL FOSTS @ ENDS OF SEAMS 70 BE
(3) 2X4'5 UNLESS NOTED
WOOD P057 Uig AND DOWN
x - WOOD POST 'UF ALL WINDOW HEADERS TO E3E (2) 2X6'5
W/ 1/2 FLYWOOD UNLESS ESS NOTED
- BEARING WALL BELOW = SEE 5TRUCTURAL GENERAL NOTES
AND TYF I CAL DETAILS FOR OTHER
REGU I REMENT5.
0000000< a SEARING WALL AE30\/E----,
(R=R TO STRUCT. DETAILS) - - TOILET LOCATION (5FACE JOISTS A5
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STRUCTURAL j
No- 29488
ISSUED FOR CONSTRUCTION
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job no.: I61-7
date 11 JULY 2017
scale AS NOTED
drawn : KMw
rev.
rev.
IS M=2
sht 41 Of
12
i
WHEN TH15 EDGE RESTS
i ON FRAMING USE 8D NAILS
-------------------------------------------------------- (SEE 5-1 FOR SPACING)
i
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- - - - - - - - - - - - - i r TDP OF FOUND
– –
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-- — —0— — —O ° i
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1 � I 3.. I
1 I
Z i PANEL
MIN._ DOUBLE EDGE
PAGING
1 , Q� NAIL 5
1 (REFER TO CONTINUOUS BLOGKINS
' 1 DETAIL) @ HORIZONTAL JOISTS,
PANEL ' IF USED
r '
PAGING DETAIL
I ' STAGGERED NAIL (DOUBLE NAIL EDGE � )
I
PATTERN
I 1 I
! I
I
' PANEL EDGE ; ALL EXTEMOR WALLS ARB CONSIDERED
PERFORATED 5HEAR WALLS
--- ----------------------------------------------------------------------------
\/ER71 SAL ANS HOR I ZON7AL NA I L I NO
�1 FOS ALL V�ALL SIHEA -H I N6
t
HORIZONTAL 2x BLOCKING FOR -J
NAILING THE PLYWOOD EDGES
4 PLYAOOD 13L
OOG I NC9 DETAIL
NOT TO SCALE
�I
'5 IC A LE I / 2 = I ' - O "
WRAP 51MP50N L5TA2a
STRAP EVENLY OVER
qD NAILER TO ALL
W (9) IOD NAILS EA.
NAILS TOTAL)
v- OPTION 2: 2X6 RIDGE TIES
IMMEDIATELY BELOW THE RIDGE
AND FASTENED TO THE RAFTERS
A/ A MINIMUM OF (8) IOD COMMON
NAILS PER 51DE
TYP I GAL RIDGE STRAP DETAIL OPTIONS
NOT TO SCALE
CONTINUOUS BLOCKING NAILED
17�
o m
1
v
00
m m
C> N
N
No=
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°
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V
TO JOISTS AND TOE NAILED
5/8" ANCHOR BOLTS
m
L
to Go
c
DOWN TO TOP PLATE W/ TWO
5/8" ANCHOR BOLTS
I
TO BE 5E- A MIN.
IOD NAIL EVERY 8"
OF 12" WITH IN F0071N6
y J
I
2X4 DBL. TOP PLATE
6ARA&E HOLDOAN
DETAIL @ EXT. !IINALL
tm
NOT TO SCALE
1/2" GYP BOARD
E=4
VERTICAL PANELS; ALL
V
FOUR EDGES FASTENED
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O cc
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DOAN TO TOP PLATE A/
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NOTES:
IF JOISTS RUN PARALLEL TO
Cucl)
Cn
a) Cu
SHEAR WALL, THEN BLOCKINS
Q
L
SHALL BE A FLOOR JO157
INTERIOR WALL5 DO NOT
REQUIRE HOLD DOWNS (U.N.O.)
7-i'F.
I N7. NON -L
Al�) E3EAR 1 Nr --7 VNALL
wx
W
-0co
RAFTER CONNECTION DETAILS
NOT TO 5GALE
SIMPSON LSU26
RAFTER HANGER
SHED ROOF
RAFTERS 2X10/2X12 LEDGER
TIMBERLOK SCREWS (X4') TOP &I BOT.
SECURE INTO SOLID FRAMING
SPACED @ 16" o/c
8 LEDGER DETAIL
NOT TO 5GALE:
DBL TOP PLA
fYNO BRACED WALL 51
IMP50N HS AT EVERY
STUD ABOVE EVERY
INSIDE ONLY
FASTEN 5HEATHIN6 TO HEADER
8D COMMON NAILS IN 3" GRID
PATTERN A5 5HOWN AND 3" O.G.
IN ALL FRAMING STUDS AND SILLS (TYP.)
16D SINKER NAILS IN 2 ROWS
SIMP50N (1) LSTA21 STRAP
HEADER TO JACK STUD
(I PER JACK 57UD IN51DE ONLY)
MIN. (2) 2X6 5705 (TYP.)
KING P057 57UD
JACK STUD
HDU2 HOLDDOAN5 (TYP.)
2X6 SILL ON 2X6 P.T. SILL
A/ 5/8"XI2" GALVANIZED
STEEL ANCHOR BOLTS
MAX. 12" FROM GORNER5.
BOLTS SHALL BE FASTENED
W/ 3"X3 PLATE AA5HER5
UPPER
RAFTER
SIMPSON LS70
CLIP i
LEDGER W/ (3)
16D EA.
RAFTER
BELOW
NARROA-HALL SRAC I NCS
HEAZ�E-R 57RAFF I NO
F 5 G A L E: I/ 2" = I' - 0"
w( v
FRAME -OVER LEDGER DETAIL
NOT TO SCALE
(12 LEDGER
-16D TO EACH
w.'
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job no.: I6I�
date II JULY 201-1
scale AS NOTED
drawn
rev.
rev.
S1.1 b
sht 12 Of
12