HomeMy WebLinkAboutZELCH-8of9PROVIDE SOLID BLOCKING AT
PANEL EDGES PERPENDICULAR
TO FRAMING MEMBERS IN THE
FIRST TWO JOIST BAYS
® 4'-0" O.0 (FLOORS & ROOF)
LONG SLOPE RAFTERS;
2" x 10" KID SPF
@ 16" O.C. -
CEILING JOIST LAP SPLICE;
6 EA. 16d BOX
(.131 PNEUMATIC) NAILS
1 /2" PLYWOOD
2" x 6" x 7'-9" KID SPF
EXT. SHEATHING
- ® 16" O.C. PROVIDE
(RUN CONTINUOUS
SINGLE SHOE AND DOUBLE
TO ENGAGE TOP PLATE
TOP PLATES.
TO TOP PLATE)
HEADERS IN —WALL TO
BE2/2"x 10"
PROVIDE SOLID BLOCKING
W/ J" CDX FLITCH PLATES
FOR FULL PERIMETER
® HEIGHTS SPECIFIED
PLYWOOD NAILING
RIM JOIST; CONT.
1.75" x 11.875"
BCI VERSA —LAM LVLs
RUN THE FULL FACE
OF THE 2ND. FLOOR
BOX ONLY
HIGH RAFTER TIES;
1" x 8" RAFTER TIE
TIGHT TO UNDERSIDE
OF RIDGE
OR SIMPSON LSTA18 STRAP
TIE OVER RIDGE — EACH
RAFTER SET
ASPHALT SHINGLES/
5/8" PLYWOOD
SHEATHING
L2" x 8" KID SPF
CEILING JOISTS
® 16" O.C.
16'-7"
3/4" T & G ADVANTECH
SUB FLOOR (N & G)
TCH
z '2
3'-5"
2L" x 10" KD SPF
L
II @ RAFTERS C. II
CEILING JOIST LAP SPLICE;
6 EA. 16d BOX
(.131 PNEUMATIC) NAILS
8'-7"
SECOND FL. JOISTS;
11 J" TJI FLOOR JOISTS
12" O.C.
6' —10" 9'-6 XISTING 2" x 8"
FLOOR JOISTS
SEE FOUNDATION PLAN
12" x 20" CONT. STRIP
FOOTING W/ PAIR OF
HORIZONTAL #5 BARS.
WET —SET 60" —#5 DOWELS
O 32" O.C. EXTENDING A
MINIMUM OF 42" ABOVE
FOOTING
42'-6"
FRAMING
SECTION "M"
HIGH RAFTER TIES;
1" x 8" RAFTER TIE
TIGHT TO UNDERSIDE
OF RIDGE
OR SIMPSON LSTA18 STRAP
TIE OVER RIDGE — EACH
RAFTER SET
;-1
8'-5"
3/4" T & G ADVANTECH
SUB FLOOR (N & G)
4" CONCRETE
SLAB
( 1 /4" = 1 ' )
* VERIFY ALL DETAILS WITH BUILDER
ADJUST AS REQUIRED
ALL CONSTRUCTION TO BE PERFORMED IN STRICT
COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING
CODE, NINTH EDITION AND WOOD FRAME CONSTRUCTION
MANUAL FOR ONE— AND TWO—FAMILY DWELLINGS
FOR EXPOSURE C WIND LOADS — 110 MPH
ARC Designs , LLC ANY STRUCTURAL ENGINEERING REVIEW, IF NECESSARY,
ALAN R. CABRAL IS AT THE DISCRETION OF THE BUILDING COMMISSIONER
508.737.8281 AND WILL BE THE RESPONSIBILITY OF THE OWNER
LONG SLOPE RAFTERS; — ASPHALT SHINGLES/
2" x 10" KID SPF 5/8" PLYWOOD
@ 16" O.C. SHEATHING
12
a 4
PROVIDE
SIMPSON H8 TIE
7 EACH RAFTER
712
�1G
2" x 6" x 7'-9" KID SPF
O 16" O.C. PROVIDE
SINGLE SHOE AND DOUBLE
TOP PLATES.
5'-7" HEADERS IN —WALL TO
BE 2/ 2" x 10"
W/ J" CDX FLITCH PLATES
HEIGHTS SPECIFIED
ADD (3) 2" x 4"
TOP PLATES TO
EXISTING STUD WALL
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EXISTING STUD
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WALL
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®®
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INSULATION:
6" FIBERGLASS INSUL. = R20 (WALLS)
9" FIBERGLASS INSUL. = R30 (FLOORS)
COMBINATION OF
7 1" CLOSED CELL SPRAY FOAM INSUL.
& 14" FIBERGLASS INSUL. = R51 (CEILING)
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P I, I M INA P\Y
PROPOSED RENOVATION AND ADDITIONS
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A -
51 PARK AVENUE
-FRAMING SECTION "M"
OCTOBER , 2020
WEST YARMOUTH