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NOTE: SEE STRUCTURAL DWGS FOR
STRUCTURAL DESIGN
11 /14/2019
SIDING ON 2x6 FRAM
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5/8" TYPE X GWB TO
TOP OF FNDN
THERMAFIBER MINERAL
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1ST FIN FLOOR -1 FRTW FRAM'G*
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NOTE: SEE STRUCTURAL DWGS FOR
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2
11 /14/2019
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PROPOSED RENOVATION 8c ADDITION
65 FEDERAL STREET . SALEM, MASSACHUSETTS
OWNER: 65 FEDERAL STREET LLC
•
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16
16
LOWER GRADE TO
6" BELOW WINDOW SILL
KEEP EXISTING FLOOR
AS EMERGENCY WINDOW
ACCESS PLATFORM
(3' x 3' MIN)
17-.2 Thomas Mayo Associates/
Architects & Urban Designers
DAIGLE ENGINEERS, INC
STRUCTURAL ENGINEERING
I EAST RIVER PLACE
METHUEN, MA 01844-3818
978-882-1748
A-6 A-6
2 CENTRAL STREET
IPSWICH,
MASSACHUSETTS 01938
MSTA49 STRAP EA. SIDE
OF WINDOWS & @ CORNE
(SEE S-2)
10"REINF. CMU WALL
ON CONC. FOOTING
(SEE STRUCTURAL
DETAIL ON S-4)
OFFICE: (978) 356-1440
MOBILE: (978) 500-0620
WEBSITE: TMAYO-ARCHITECTS.COM
2'-6"
2x10
/
/
/
Da
—RIDGE BEAMS
(SEE FRAMING PLANS)
GABLE END ROOF LINE
0
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2x10
EXIST 3RD FIN FLOOR LEVEL TI
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EACH JOIST
PROPOSED NEW ADDITION 1ST FLOOR LEVEL
EXISTING 1ST FIN FLOOR LEVEL —1 I
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3
4
8
SCALE IN FEET
BUILDING SECTION
H2.5A HURRICANE TIE (TYP)
1171
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7
W-6
HEADEF= (3) 1-3/4"x7-1/2" LVL
ROOFING ON ICE & WATER MEMBRANE
ON 1/2" LP FLAME -BLOCK OSB SHEATHING
5/8" TYPE X GWB ATTACHED TO JOISTS (TYP)
FASTEN PLATE TO EACH JOIST
W/ (2) 1/4"x 3-1/2" SDS SCREWS
LSTA24 STRAP EA. SIDE OF REAR WINDOWS
& @ CORNERS
BCI RIM JOIST@ 1-5/16"x 9-1/2" V.L.
DECORATIVE BRACKET
(SEE ELEVATIONS)
HARDI-BOARD SOFFIT
ON 1/2" LP FLAME -BLOCK OSB SHEATHING (TYP)
fi
A-(MIN)
II
-FINISH
GRADE
D03
-TOP OF CONC.\
FNDN WALL
CJJ
V
A-6
SCALE : AS NOTED
DATE : 23 DEC 2019
JOB* : J 2OI9-O3
SHEET *
A-6