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Additions and Alterations to the Home of
Rob D burroo
6 Dauphine Drive, Yarmouthport, Massachusetts
VERT
BLOC
UNDE
DOUE
STUC
FIRST
FLOOR
5
m,!cty rc,tirt,-Ntimeo Ex• HT
iUBLE 2x
D STUDS
PSON HDU5—SDS2.5,
.DOWN BRACKET -
j" TIEDOWN ANCHOR
3OLT WITH 8" MIN
MBEDMENT
GENERAL NOTES
SIMPSON H2.5 TIEDOWN
TYP ALL RAFTERS OR JOISTS
,TOP AND CAP PLATE
THIS DETAIL APPLIES ONLY TO WHER
RAFTER OR EXTERIOR DECK JOIST
TAILS LAND ON A HEADER
2x STUD----.-
PLYWOOD
TUD--PLYWOOD JOINT
T11� I HEADER
2x BLOCKING IF REQUIRED WRAP SIMPSON CS18
TIEDOWN STRAP EVENLY OVER
PLYWOOD SHEATHING CAP PLATE AND- NAIL TO
STUD WITH 2x4=8 8d NAILS
BLOCKING NOTE —BLOCKING, IF REQUIRED, MAY BE TOTAL 16 NAILS PER HEADER
INSTALLED IN EITHER ORIENTATION
SEE SCHEDULE FOR BLOCKING REQUIREMENT.
"BLOCKED" MEANS THAT ALL FOUR EDGES OF A PANEL
WILL BE FASTENED WHICH MAY REQUIRE BLOCKING -TO BE JACK STUD
INSTALLED BETWEEN STUDS, JOISTS OR RAFTERS AT THE
PANEL EDGE. " NBLOCKED" MEANS THAT A PANEL WILL STUD
ONLY BE FASTED ED ALONG TWO OPPOSITE PANEL EDGES.
WINUl
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THE TERM "BLOCKING" SHALL MEAN THAT BLOCKS SHALL BE INSTALLED HORIZONTALLY
BETWEEN STUDS SO THAT PANELS MAY BE FASTENED ON ALL FOUR EDGES.
UNLESS NOTED BELOW, ALL FASTENERS SHALL CONFORM TO TABLE 5&00.3@ ON PAGES
&Z,o t"n,r) OF THE MASSACHUSETTS STATE BUILDING CODE.
SEE ARCHITECTURAL SPECS FOR FIRE SEPARATION REQUIREMENTS FOR WALLS AND
CEILINGS
TOP AND CAP PLATES SHALL BE LAP SPLICED WITH 8 10d NAILS PER SPLICE.
DOORS AND WINDOWS ARE NOT INCLUDED IN THIS DESIGN AND SHALL BE ATTACHED
ACCORDING TO THE MANUFACTURERS INSTRUCTIONS.
THIS STRUCTURE HAS BEEN DESIGNED AS "ENCLOSED" STRUCTURES WITH WINDOW
SHUTTERS OR SHATTER RESISTANT WINDOW GLASS. -
THE- PROTECTION AFFORDED BY THIS DESIGN IS LIMITED TO THE NEW NL �vv ADDITION.
HIGH WIND 'PROTECTION OF THE EXISTING BUILDING IS NOT COVERED BY THESE PLANS,
STANDARD J" ANCHOR BOLTS SHALL BE INSTALLED AT 2' SPACING ALONG SHEAR WALLS
IN BETWEEN TIEDOWN BOLTS, AT 4' SPACING ALONG COMMON WALLS AND WITHIN 1" OF
SILL ENDS. ANCHOR BOLTS SHALL BE EMBEDDED A MINIMUM OF 8" INTO CONCRETE.
PLYWOOD WALL SHEATHING SHALL:
(1) LAP CONTINUOUSLY ONTO CAP PLATE AND SOLE PLATE AS SHOWN
(2) MAY BE NAILED ON ALL FOUR EDGES WHICH WILL REQUIRE BLOCKING
(3) MAY BE ORIENTED IN ANY DIRECTION
PLYWOOD ROOF AND FLOOR SHEATHING SHALL:
(1) ORIENTED WITH THE FACE GRAIN PERPENDICULAR TO THE RAFTERS/JOISTS
(2) NAILED ONLY INTO THE RAFTERS/JOISTS
(3) WILL NOT REQUIRE BLOCKING
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ACT® /-4rYS00 yTES I YRC OTE Y
:`11 C ES
27 Eastview Terrace, Marstons Mills, MA 02648 ^•mar- c "` {
Tel. and Fax: 508-419-1217
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APPROVED BY:
DRAWN BY 5
DAi6: M 77 7,11 j
REVISED
DRAWING NUM