HomeMy WebLinkAbout174 Route 28 - Roof Framing & Details615WRAL NOES .. _
OPTION 1. The ftlidi g Coco osed for the design of this building Is the Como,v,e
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NEW ASPHALT SHINGLE of Massachusetts State Bundl Cade, 780 CMR - Sixth Edition. -
- ROOFING OVER 5/8' SHEATHING nli
H/ 2x10 RAFTERS O 16' OL. - 2. All materials used for coretructlon shall conform to the eppro e.d roles
V-4' 4'-0' - 9'-0• q'-0' - - anddslisted In is, testing Appendix
A & th and rents of accepted
T-4
enger k'9 fXactloe as ted Appendix A of the MossarlvsetLs stole
fWEN- 2.4
Bulldkg code.
W4L- _
x /24 3. The Contractor shall verify all dAiore and ditM
corlons the {lead prlor
=PLATE rIYPJ to conrne "pork. Any dlscrepar" tetween what is shoran on the drari
INSTALL I/4' STEEL 61FSET - and actual field conditions shall to reported bock to the ergneer before _
BOTH SIDES w/ 3/4' TFIRU BOLTS - prooeedbrg with erg work
.
REINF.
B aa� 205.7+) 4. Design Lhre Loads
. _ 2x8 a 20' rfYP) - P"t Floor. 65pplot (Exist. Ploor Rating)Roof 25 plot -
$YM. • 12PD� 33/4" 1!2' AB EE ROOF FO@dJATION, EXCAVATION, FILING t COWAGTION
B'-6' V-6. LVL (TYP) O)T INFO FW.HIIJ6 OVER
2x4 X um
EXIST. ROOF _ EXISTING ROOF 1. Asse maxknmr safe soil becrkg p-twe - 2" psf
REINF. EXIST. 2X4 XreRG EXIST. (5) 1 3/4'5(7 1/2' 2. All foot" ore to be pkwed on nahrol undlshrted material or" -
TOP CHORD (TYP) campooted gY iom- fill. 5vbso11 benY
^g strata shall be Free rrdn all
2x8 vegetation, roan, oat organic material. Rote 6• mashed stone base below
DETAIL I- -
- all foothcp.
3. Concrete work shall conform to all requrements of AGI 332R (latest
re'0510 J, guide to Reskbntial Cont In ploce Concrete Cantrvctlon unless
othendss noted.
K-BR6'6
Concrete mot mals shall tee Tye 1 or 2 Portivd cement, sea and
gra.eI oogqgcF'eegate,. Carwrete corrpre"Ne strength (f'c), In 28 doll shall be
INSTALL O/8' WELDED . • �Sr - ar entw6�ed and h accordcnce with ACI 316 (latest revislon) c s follows,
PLATE BRACKET TYP. ; S Axisr,<, Afb F 4X6 �ST 4X6 Fit/ST f All Concrete York 3j00 of
1 \5 4X6 t S. All mixkg, trmsporth g platting and cw" of concrete shall be done in
IST. 2xb
0X24' O G. DETAIL 3 DETAIL 2 w - accordcnce wRh the recomnendaticns of the Arrerlccn Corwete Institute, '
" TIMBER
x 1. All tMer members shall be 02 Spruce Fine FY a, better. -
INSTALL (2) 1/2' DIA. THREADED EXIST, 1 1/4' 90 2. 6aNmlzed metal joist anchors and tis down straps shall be as
EXIST. AN61E FXIST. (3) 1 3/4'x11 1/4'
REINF. EXIST. w/ LSx3x0.25 RODS W TURttBUGKLE (TYP) TIE ROD (rY0P) EXIST. ANGLE _ mnufactured b1 5hlpson Straq-Tie Co. or approved equal, wW shall to
W I/2' DIA BOLTS O 24' Mtalled pt each roof rafter, f oar t connection, arid wall stud -
EXIST. (3) BRACKET BOTTOM CHORD (TYP) SHIM AS REOv BRACKET EXIST. (3) connection.
2.6 a COL. q _ . `.
2x6 O COL.
Q 4x6
X
EXIST. q 3. All steel members, connections, connectors, etc, shall be hot -dipped
IvarMzed. All metal oornectors rant be routM d and maintained
K -BR
F 4x6 K_BRC'6 9a y Inspec
te
-BR
G'6 INSTALL I/4' STEEL PLATE EJ=.- INSTALL 1/4' 5TEEL &LS ET - - r= over the eerviced)le life of the atrvcdre.
R BOTH SIDES w/ 3/4' Tlitd) BOLTS BOTH 51DE5 w/ 3/4' TWO BOLTS NN
w
ROOF 5EGTION A -A
OPTION I - 055ET PLATE
OPTION 3 SCALE: 1/4' : P-0'
NEW ASPHALT 5NINGLE
ROOFIt16 OVER 5/6' SHEATHING
W 2x10 RAFTERS O I6' OL. -
{JEW 2x4 57LD -
WALL w/ 2x4 ..
TOP PLATE (T(P) -
RERF. E75T. 12 '-
2x8020'7/ 4
2x8 a 20' (f(P) OPTION 3
NEW GABLE ROOF
I - W (2) 1 3/4'x9 I/2' FRAMING OVER - -
6'-2' 81-6" 5YM. 0 h LVL (rYP) CLT INTO EXISTING ROOF
EXIST. ROOF EXIST. (3) 1 3/4'x7 1/2'
TOP CHORD (Trp)
REINF. EXIST.
H/ (2) 2x8 _
` INSTALL 3/4' PLYWOOD 5HEATHIN6
130TH SIDES w/ 2x VERT. BLK'G 0 16'
B
. .. .. .. _, . t IOd NAILS O 6' ARGUMJ DIAPFRtA6M
EXIST. - ., - 1 .. . , — .. , , BOUNDARIES t 4' AIRO(MV ALL OTHER
r _
. _ i, _ _ .. f r, f-- -(- -� .. , ' BOUNDARIES -
I: r I' - ..
K-BRG'6 _ -,-- 't' � � �
��
1 1 I I,,it
INSTALL 3/6'YELDED-1,_._ r P 1 1 -II aI I! �- I 1 1 II I I. .. -
PLATE BRACKET T1?s. r II t Ir I 4 n' ..y lC ."'_F, _. !_
(. ... I'..." r, 1• ;i ,fi L Si , 1i lr_ i' Ir i, ^'tri I 1' ❑ 11:
EXIST. 2x6 I! !I r 4i ," I it !' li !, 1 h p I, i' r I'- II '•I
R
• 11 ,. "'. r '
O 24 OL.
tri I.
..�.. _.._.. _..—.. �.. �.. —.. �.. _..— ._.. �.. i .._.. ..—.. �.._.. _.._.. .. _.. _.. �..�.. _.. �..�..�.-_.. �"r
EXIST. (3)
2x6 o COL.
EXIST. 11/4 0 1 r ' ✓
INSTALL (2) J DIA. THREADED TIE ROD (TYP) i ^• d4� >
EXIST. ANGLE BOT T, M I ORD (I/4' INFILL w/ . (BLK'6 RODr' w/ TUR16t1GKLE (TYP) EXIST. ANGLE .\
BRACKET BOTTOM GNORD (TYP) O 24' OL. (TYP) BRACKET
EXIST. 4x6
K-BRCIb
w
1/2' DIA. THREADED (2) 3/8' STIFFENER
RODS w/TURN9UGKLE TAB PLATE
1/4'
EXIST. (3) 1 3/4'x11 1/4' - lI
BOT. CHORD INSTALL 3/8• WELDED
PLATE BRACKET H/ (2)
I/2' INA. THREADED
RODS It TURNBLCKLES
m
LA6 5C•REW5
4, ry
EXIST, 6x8
POST
Y
5EGTION X
TURNBUG E" BRAGKET
EXIST. (5)
'2x6 a COL.
EXIST. 4x6 0
X
K-BRG'G
ROOF 5EGTION A -A
OPTION 2 PLYWOOD
%ALE: 1/4' = I'-0'
6.
EXIST. 6x8
P05T
_
(?)1/2'90x0'-4'_..1 _1 O
ITf
LA6 SCREWS i
INSTALL 9/8' WH.DED
! E
PLATE BRACKET ria/ (2)
_ Ji :L _
1/2' DIA. THREADED
RODS t TUR IIE11GKLE5 .
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C'OASTALENGINEERINGC'O,
Jima
1 PROFESSIONAL ENGimmm 8 LAND SURVEYORS
"s
a2 Swim:
260 Cranberry Hwy., Orleans, MA 02653
TEL: 508-255-6511 FAX: 508-255-6700
5EGTION Y
TURNBUGKLE BRAGKET
5C k f: I VY = I'-0'
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M. CAM FEW"
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RODF FRAMING PLAN 4 DETAIL5
A NOTEb
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REEBOK BUILDING
114 MAIN STREET NEST YARMOUTH, MA
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C'OASTALENGINEERINGC'O,
Jima
1 PROFESSIONAL ENGimmm 8 LAND SURVEYORS
"s
a2 Swim:
260 Cranberry Hwy., Orleans, MA 02653
TEL: 508-255-6511 FAX: 508-255-6700
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