C - Roof Framing & Details2'XWBLOCKNG
ADD 2'X4'• 16'O.C.
WALLS BETWEEN
TRUSSES
ARCHITECTURAL SI-IIN13LES
51WCDX PLY WD SH EATI-MG
15 LBB. PAPER
278'HANGBIS
•16'O.CFASTEN
EACH3-164 MAILS /
LLe, 10
A j
•
3/4'XWLVL FJXlE BOARD
2'XWGWO.C.
COLLAR TE
EQUAL
7/L1�1 • - c: -�
NEW 2'X12 OWO CRAFTER
-4-16d MALS
ADD 2-2'X6'PLATE
LAG IN TO EXISTING TOP PLATE
I13/81XAXTLONG • 24'0.C.
14014-91", ft,04.1
:�.
ADD TX470P PLATE
ADD 2'X4' WD STUDS • WO.C.
W/ ONE JACK AGAINST EACH TRUSS
�•0- 1 0- 1 ram i ; W,
WALL
EACH BMWALL ADD 2-2'X6'
TOM PLATE AT NEW 271T RAF MR
2
FORCE EXISTNO HEADERS
FMD BY FAD CONDRION3
D 274'SIUD WALLS • 16.O.C.
D -•:Dla l e- - e e
EXISTING SHEATHING
EXISTING TRUSS
NEW ROOF SHEATHING
--NEW 2'X12'RAFTER
KU
SWIMMING POOL
39'-6'
KU
/WDI
i
DATE
MAY2$20o8
DCSTING TRUSSES • 4'-TO.C.
Vr • T-0'
PROJECT N0.
200a !»d '
CAD FILE
CIN-AP.dwg 05-19-05 4,06,33 pn EST
IN
—LL
AT
BO'
H2.
- ------ ---------
-------
ADD &%ff'SON
H2SrAT
EACH TRUSS
-- ------
------------- ------
INSTALL NEW 2 -2'X8'81 -L PLATES CPI TOP OF
EOSTNG % EATHM FASM TO TOP CHORD
WITH 2--318'DIA.X 5' LAG BMT8
- — --
-------- —
-------
—
-- ---------------
----------------
—
ADD X -BRIDGING A8
----- --
'D BY FBD CONDITIM
-
3
9
AS
M=IAI 13 Yd'. 1R'el I" I"A Pd M WA
�•0- 1 0- 1 ram i ; W,
WALL
EACH BMWALL ADD 2-2'X6'
TOM PLATE AT NEW 271T RAF MR
2
FORCE EXISTNO HEADERS
FMD BY FAD CONDRION3
D 274'SIUD WALLS • 16.O.C.
D -•:Dla l e- - e e
EXISTING SHEATHING
EXISTING TRUSS
NEW ROOF SHEATHING
--NEW 2'X12'RAFTER
A.LAG BOLTSX6'•24'0.C.
IPSON HURRICANE
5T HOLDOWNS
ASSUMED EXISTING ASSUMED EXISTING
2-2'X4' TOP PLATE 2'X4' WD STUDS a 16'O.C.,
SECTION 2
NEW 2'X4'STUD WALL
2-2'X4' PLATE LAG TO EXISTING
ADD SIMPSON
L50
—ADD BLOCKING AND X -BRIDGING
SECTION 3
TRUSSES
Universal Architects Incorporated
A R C H IT E C T S
71 JUMPER ROAD, HOLLISTON, MA 01746
Phones• 0 (508) 429-4383 + (5oa) 429-3985
Y
3�n4
a�,
o��AMASASTRY yy
SATO RASAD
v No. 28096 H
ALTERATIONS TO
THUNDERBIRD
MOTEL
DESIGN LOADS CAPE VOD
1. The various portions of the structure are designed to carry the following live loads in addition to
specific machinery and equipment loads:
A n__,
NEW ROOF FRAMING PLAN
ROOF CONSTRUCTION. 5/8'PLYWOOD SHEATHING ON 2'X12'RAFTER
L^I !w GLwnaw I Ir.
0 2' 4' 8'
NO M/D/Y
DRAWN BY
KU
CHECKED BY
KU
/WDI
DATE
MAY2$20o8
=S a 4'-0'O.C.
Vr • T-0'
PROJECT N0.
200a !»d '
CAD FILE
CIN-AP.dwg 05-19-05 4,06,33 pn EST
IN
—LL
H2.
A.LAG BOLTSX6'•24'0.C.
IPSON HURRICANE
5T HOLDOWNS
ASSUMED EXISTING ASSUMED EXISTING
2-2'X4' TOP PLATE 2'X4' WD STUDS a 16'O.C.,
SECTION 2
NEW 2'X4'STUD WALL
2-2'X4' PLATE LAG TO EXISTING
ADD SIMPSON
L50
—ADD BLOCKING AND X -BRIDGING
SECTION 3
TRUSSES
Universal Architects Incorporated
A R C H IT E C T S
71 JUMPER ROAD, HOLLISTON, MA 01746
Phones• 0 (508) 429-4383 + (5oa) 429-3985
Y
3�n4
a�,
o��AMASASTRY yy
SATO RASAD
v No. 28096 H
ALTERATIONS TO
THUNDERBIRD
MOTEL
DESIGN LOADS CAPE VOD
1. The various portions of the structure are designed to carry the following live loads in addition to
specific machinery and equipment loads:
A n__,
NEW ROOF FRAMING PLAN
ROOF CONSTRUCTION. 5/8'PLYWOOD SHEATHING ON 2'X12'RAFTER
L^I !w GLwnaw I Ir.
0 2' 4' 8'
NO M/D/Y
DRAWN BY
KU
CHECKED BY
KU
APPROVED BY
DATE
MAY2$20o8
SCALE
Vr • T-0'
PROJECT N0.
200a !»d '
CAD FILE
CIN-AP.dwg 05-19-05 4,06,33 pn EST
ROOF FRAMING
AND DETAILS
JI.HLt: 1 4 = I —D
S. N0.