HomeMy WebLinkAbout03030046.152 X 4 OUT RIGGERS (LAY P_AT)
+ 24' O.C. TYP. + ALL GAB -ES
ADDITIONAL DIAGONAL TRUSS
BRIDGING (DASHED) AT TWIRC
POINTS
==I
SdM
�- -- PLYWOOD CUT TO SHAPE BLOCKING
is 16' O.C. SPACING. TO FORM RADIUS ARCu
- - DOUBLE 3/4' PLYWOOD GUSSETS-
54RREL VAULT FRAMING
UP • � u�
POLARIS MO L NO. PF -4446
-R.O. 45 5/ X 41 1/4'-1.
- 0
A X
n
E D gE 5 POL AR15 M NO. PF -4446 FOR 1-+15 BEI OW _
RO, 45 5/ X 41 1/4'—
Z,
(2) 2X8-1EADER -�
(2 REQ'D BY EACH SKYLIGHT)/ —
DOUBLE 2X8 RAFTER ----/ 1
EACH SIDE OF eK-LIGHT
SEE SECTION FOR BEAM
INFORMATION, THIS AREA C
PLYWOOD CUT TO 5HAP'E BLOCKINGS
+ 1b' O.G. SPACING- TO FORM RADIUS ARCH
2x8 ADD - ON RAFTERS
EWGIN1EERED TRUSSES + 2'0.r-- + l'-4'OC- SPACINCs
POL ARI5 " +ODEL NO. rF - 4449.
UNf- RO = 45 5/8' X A- 'f2'
TYPICAL MANLFACTUAE'S FLASE
PACKAGE KIT t BRACKETS
2 X 4 DOUBLE TOP PL ATE
STUDS + 16' O.G.
2 x 8 RAFTERS FRAMED
+ 16' O G Sw4CNG
u
�9 �
ff U
IJ -
(2) 2X10 BEAM (GLUE AND
NAILXTYPfCAL (4) LOCATIONS),�
FOR TRUSS END BEARING
C
2x8 RAFTERS + 1'-4' OL.
DOUBLE 3/4' PLYWOOD GU55E-5-
BARREL vAULT FRAMING
— ADDITIONAL D I AGONAL TRUSS
BRIDGING (DASWED) AT TWIRD
POINTS
-- 2 X 4 OUT RIGGERS (LAY FLAT )
+ 24' O.G. TYP. is ALL GABLES
M. 1 -ALL 3ECT!ON
r44* 0.W.(TYPICAL + GABEL ENDS.)
ENGINEERED ROOF TRUSSES + 2' O.G.
PLAN NORTH
fROC)F FRAMING FLAN
&GALE: 1/4' s V-0'
-- SEMI -CONGEALED
R I DGE VENT
SEE WALL SECTIONS FOR
� Roo��NGFELT,!cEn11ATER
` SWIELD i ROOF DECKNG
SKTLICsHT DETAIL.
A-3 &,-ALE. r = V-0'
SEE ROOF FRAMING FLAN
FOR MEMBERS `NFO.
BUILDING SECTION
WOOD TRU6a NOTES:
I. ALL TRUE& DESIGN CRITERIA SHALL BE SUBMITTED B'+' THE TRU55
MANUFACTURER SELECTED BY THE CONTRACTOR TH15 INFORMATION
SHALL BE SIGNED AND SEALED BY A 5TRUCTURAL ENGINEER REGISTERED
IN THE STATE OF INDIANA. TRUSSES ARE NOT TO BE MANUFACTURED
UNTIL TUIS INFORMATION HAS BEEN SUBMITTED AND APPROVED BY TWE
ARCHITECT.
2 TRU58 LOADING CRITERIA:
TOP G;ORD LIVE LOAD 30 P.&F
TOP C44ORD DEAD LOAD 1® PSF.
BOTTOM G-IORD DEAD LOAD10 PAF.
TOTAL LOAD --- 50 P,S.F.
3. PROVIDE 2X4 'X' BRACING ACROSS TRUSSES AT EAC-" 51DE OF TRU55.
ALTERNATE DIRECTION ON EACH SIDE.
4. CUTTING AND NOTCHING OF STRUCTURAL WOOD MEMBERS SHALL BE
ALLOWED ONLY AS ALLOW IN THE INDIANA BUILDING CODE.
g. ALL r-'ETBERS CARRYING CONCENTRATED LOADS SHALL BE DESIGNED IN
ACCORDANCE WITH THE INDIANA BUILDING CODE.
• ---NOTE•• ••
EXTRA REINFORCING ON THE GIRDER TRUSS 15
WEEDED FOR THE SUPPORT OF 4 RILL TRUSSES