HomeMy WebLinkAbout183 Route 28 - Deck Plans (2);2 T. POSTS
PROVIDE STAIR STRINGERS
— AS NECESSARY —
4;2/ r 302X12 P.T. SYP f2
SET NEW 6X6 POSTS ON SIMPSON
POST BASE TO EXISTING SONO -TL_.
1T%2LED ER W/ 2 ROWS
® 16"O. C.
100 PSF LL
10 PSF DL
FIRST
Irl
ER -K
FLOOR
ARCHITECTS, INC.
DECK I-KAMINU
ARCHITECTURE CONSTRUCTION
INTERIORS PLANNING
939 MAIN STREET, D1
E
Nall
SCALE: 3/16" = V-01-
-0"HANGERS
tel (508) 362-8883
HANGERS+ CONNECTORS: SIMPSON Z -MAX +STAINLESS NAILS
A = SIMPSON
U28
WWW! ERTARCHITECTS.COM
B = SIMPSON
HUC212-3
TRIPLE 2X12 HGR, CONCEALED FLANGES
SIMPSON
CPS28-2
G ALLOTHRE DDROD,NEPDXY
D =
G W/D5%8"XX2HGR,
.1
ANCE. ERRORS OR OMMISSIONS 00 NOT RELIEVE TIIE
APPLICANT FROM THE RESPONSIBILITY OF 'AS SUI
COMPLIANCE.
_
DATE:
SET IN 3/f4"0X10" HOLE IN COLUMN
ING OFFICIAL
AND 3/4' X 0" HOLE IN EXIST. CONCRETE.
E = SIMPSON
SUR 26
WITH AN ORIGINAL ARCHITECT'S
F = SIMPSON SUL 26
DATE ISSUED:
REVISIONS:
PERMIT SET
4;2/ r 302X12 P.T. SYP f2
SET NEW 6X6 POSTS ON SIMPSON
POST BASE TO EXISTING SONO -TL_.
1T%2LED ER W/ 2 ROWS
® 16"O. C.
100 PSF LL
10 PSF DL
FIRST
Irl
ER -K
FLOOR
ARCHITECTS, INC.
DECK I-KAMINU
ARCHITECTURE CONSTRUCTION
INTERIORS PLANNING
939 MAIN STREET, D1
NLAIN
YARMOUTHPORT, MA 02675
SCALE: 3/16" = V-01-
-0"HANGERS
tel (508) 362-8883
HANGERS+ CONNECTORS: SIMPSON Z -MAX +STAINLESS NAILS
A = SIMPSON
U28
WWW! ERTARCHITECTS.COM
B = SIMPSON
HUC212-3
TRIPLE 2X12 HGR, CONCEALED FLANGES
SIMPSON
CPS28-2
G ALLOTHRE DDROD,NEPDXY
D =
G W/D5%8"XX2HGR,
.1
ANCE. ERRORS OR OMMISSIONS 00 NOT RELIEVE TIIE
APPLICANT FROM THE RESPONSIBILITY OF 'AS SUI
COMPLIANCE.
_
DATE:
SET IN 3/f4"0X10" HOLE IN COLUMN
ING OFFICIAL
AND 3/4' X 0" HOLE IN EXIST. CONCRETE.
E = SIMPSON
SUR 26
WITH AN ORIGINAL ARCHITECT'S
F = SIMPSON SUL 26
DATE ISSUED:
SCALE: 3/16" = 1'-0"
MPSON LSTA 24 STRAP
�CONCEALED FLANGE HGR
UL I Mi — L
SCALE.ML
1/2"
SECTION
2
SCALE: 1/2" = V-0"
TRIM
TRIM
BAND JOIST
TRIM
I.T. 2X12
NOOD FILLERS
ST BEYOND
TYPICAL NOTES:
STRUCTURAL ENGINEER OR ARCHITECT TO PERFORM FRAMING INSPECTION
WHEN FRAMING IS COMPLETE.
CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL
EXISTING COMPONENTS AND INTERIORS DURING CONSTRUCTION
AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE
NECESSARY TO ENSURE SUCH PROTECTION,
CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ARCHITECT
OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED.
CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS
AS NECESSARY TO ENSURE COMPLIANCE WITH DESIGN PARAMETERS AS
WORK PROGRESSES.
AS USED IN THESE DOCUMENTS, "PROVIDE" MEANS "FURNISH AND INSTALL"
WHERE AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT
DOCUMENTS, PROVIDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE
THE WORK.
CONTRACTOR TO FIELD VERIFY THAT EXISTING SONO—TUBES HAVE A MINIMUM
OF 48" MINIMUM COVERAGE.
EXTRA P.T. JOIST
AT NM.L POST
UP
SONO -TUBES ARE EXISTING.
.n
12'-9"+/- 1 12'-9"+/- 1, 12'-9" +
EXISTING SONO -TUBE PLAN
DIMENSIONS TO BE FIELD ADJUSTED BY CONTRACTOR
TO PROVIDE BEST BEARING ON EXISTING SONO -TUBES.
SET NEW 6X6 POSTS ON SIMPSON CPS6�
POST BASE TO EXISTING SONO—TUBES.
4X4 PR8�TSE&RRSJ&YEE ED AND
CONTRACTOR TO FIELD DETERMINE FINAL NUMBER
OF RISERS NEEDED TO REACH FINISH GRADE.
AND JOIST
- All sono tubae etcrms, etc. c.
-- will beInspected
back filling.
DAIL SCHEMATIC
3 SC'AL'E -"'3/4""= "
& RAILING SYSTEM
, _L X"n OP:VE SIN>SON LSTA 24
2-1E'SS NA'S
7�,OUGH ISSECION
S OSON LSTA 24 S7RAo-1 _ _-r
Must be on si�i v!,
f Bnd the LIcens-c
If fnUgt be present " All
131 24 Hour nOtICC, tip;^,::aUlide
6& fe
TO
vM ,Q1 ,_.. C >.
B.: - .ae._.:s:-
CONTINUOUS HAND RAIL
s�'*' DOUBLE P.T. 2X12—
" 5-1 S.S. TOE—NAIL 1ST PLY-
5-16dS.S. TOE—NAIL 2ND PLY — --- --- "— --
�F i ----- -- -- -- - --
-302X12 P.T.
DETAIL - TOP OF COLUMN - --- - -
I CORNER CONDITION - --- ---- - --
SCALE: 1 1/2" = 1'-0"
<' E; EXISTING SONO -TUBES r
�u
E
Aft
Irl
ER -K
ARCHITECTS, INC.
ARCHITECTURE CONSTRUCTION
INTERIORS PLANNING
939 MAIN STREET, D1
PO BOX 343
YARMOUTHPORT, MA 02675
tel (508) 362-8883
fax (508) 362-4883
WWW! ERTARCHITECTS.COM
RENOVATIONS
FOR:
THE COVE
ROUTE 28
WEST YARMOUTH, MA
TOWN OF YARMOUTH
IRA
.1
ANCE. ERRORS OR OMMISSIONS 00 NOT RELIEVE TIIE
APPLICANT FROM THE RESPONSIBILITY OF 'AS SUI
COMPLIANCE.
_
DATE:
ING OFFICIAL
iHESE PLANS ARE NCT TO BE USED
FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE.
DATE ISSUED:
REVISIONS:
PERMIT SET
i
PRICING SET
PROGRESS SET
, I.FTC
�tH OF
o� PAUL W.
SET NEW 6X6 POSTS ON SIMPSON CPS6�
POST BASE TO EXISTING SONO—TUBES.
4X4 PR8�TSE&RRSJ&YEE ED AND
CONTRACTOR TO FIELD DETERMINE FINAL NUMBER
OF RISERS NEEDED TO REACH FINISH GRADE.
AND JOIST
- All sono tubae etcrms, etc. c.
-- will beInspected
back filling.
DAIL SCHEMATIC
3 SC'AL'E -"'3/4""= "
& RAILING SYSTEM
, _L X"n OP:VE SIN>SON LSTA 24
2-1E'SS NA'S
7�,OUGH ISSECION
S OSON LSTA 24 S7RAo-1 _ _-r
Must be on si�i v!,
f Bnd the LIcens-c
If fnUgt be present " All
131 24 Hour nOtICC, tip;^,::aUlide
6& fe
TO
vM ,Q1 ,_.. C >.
B.: - .ae._.:s:-
CONTINUOUS HAND RAIL
s�'*' DOUBLE P.T. 2X12—
" 5-1 S.S. TOE—NAIL 1ST PLY-
5-16dS.S. TOE—NAIL 2ND PLY — --- --- "— --
�F i ----- -- -- -- - --
-302X12 P.T.
DETAIL - TOP OF COLUMN - --- - -
I CORNER CONDITION - --- ---- - --
SCALE: 1 1/2" = 1'-0"
<' E; EXISTING SONO -TUBES r
�u
E
Aft
Irl
ER -K
ARCHITECTS, INC.
ARCHITECTURE CONSTRUCTION
INTERIORS PLANNING
939 MAIN STREET, D1
PO BOX 343
YARMOUTHPORT, MA 02675
tel (508) 362-8883
fax (508) 362-4883
WWW! ERTARCHITECTS.COM
RENOVATIONS
FOR:
THE COVE
ROUTE 28
WEST YARMOUTH, MA
TOWN OF YARMOUTH
REVIEWED FOR BUILDING AND ZONING CODE COM
.1
ANCE. ERRORS OR OMMISSIONS 00 NOT RELIEVE TIIE
APPLICANT FROM THE RESPONSIBILITY OF 'AS SUI
COMPLIANCE.
_
DATE:
ING OFFICIAL
iHESE PLANS ARE NCT TO BE USED
FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE.
DATE ISSUED:
REVISIONS:
PERMIT SET
PROGRESS SET
PRICING SET
PROGRESS SET
, I.FTC
�tH OF
o� PAUL W.
SWANSON
STRUCTURAL T'ia E'o �' 117 lin
. ,
334
.. s a M r f�A
3/
REGISTRATION
SCALE: 1/4"=1'-0"
0 1 2 4 8
--UNLESS OTHERWISE NOTED
SHEET NO.
A.1
TOTAL NUMBER OF SHEETS
IN SET:
1
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS