HomeMy WebLinkAboutTRUSS LAYOUT I [ CAUTION ! ! !
50' 0" DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
N Q BSCI-131 SUMMARY SHEETS.
Q
co Ln M Q N O M
0-) 00 1*-- c0 Ln N co 't LO ALL PERMANENT BRACING MUST BE
Q Q Q ° A Q m m m m m m m U U U IN PLACE PRIOR TO LOADING
ZA o 0 0 ZA o o ZA o L o L L 0 0 0 o Hatch Legend TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
CJ 1 / // // // // // // // // / CA MUST BE IN PLACE PRIOR TO
I INSTALLING TRUSSES.
10 iiiiiiiil AFF
CJ3 / // / / // // // // / // // // CJ3 ' ' REFER TO FINAL ENGINEERING
/ / / SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
CJ5 // // // // // // // // //16,/3 1 / CJ5 NAILING SCHEDULE.
18 9 2) BEARING BLOCK REQUIREMENTS.
00
01
8 ER /� // // // // / // // // // / EJ7 3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
ER <, = // // // // // // // // // // // > EJ7
// // // // / WARNING
// // // // Backcharges Will Not Be Accepted
ER a EJ7 Regardless of Fault Without Prior
Notification By Customer Within 48
TRUSS END DETAIL Hours And Investigation By
Builders FirstSource.
EJ7 / / / // / / / / / / EJ7 NO EXCEPTIONS.
> / / / / 12 The General Contractor Is Responsible
SQUARE CUT OVERHANG For All Connections Other Than Truss
EJ7 / // / / // / // // // // o EJ7 5 7 to Truss, Gable Shear Wall, And
" // // / / / / / / / Connections. Temporary and
13' 0 1/2
(D Permanent Bracing, And Ceiling And
/ / / / V / / / / J ER
Roof Diaphragm Connections.
ER � / // // // // �/ // // // // U 4-1/16
HEEL HEIGHT
ER < 00 EJ7
ER < z / // // / / // / // // // // o ER
o = o _
ER EJ7 00
00 \ \ \ \ \ \ \ 1 019
ER \ \ \ \ \ \ \ \ \ EJ7
ER < \ \ \ \ \ \ \ \ o EJ7
\ \ \ \\ \\ \\ \\ \\ \\ \\ \
TTIC AHU
ER a \ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \ S RAGE EJ7
\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\
ER \\ \\ \\ \ \\ \\ \\ \\ \\ \\ EJ7
71 0" 0" 0" 1 0" I � 0 if 1 0 � 0" �� ,� 1 Ox 1 ' 0" ' 0" 0" l 0" 1 0" ��12-1if 71 0"
EJ7 \ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ > EJ7 Digitally signed by Christopher D Beers
\ \\ \ \\ \\ \\ \\ Christopher D DN: c=US, o=Unaffiliated, BUILDER:
A
ER \ \\ \\ \\ \\ \\ \ A \\ \\ \\ \\ \ o EJ7 ou=A01410D00000172B9270F630000B2 GROZA BLDRS
\ \ \\ \\ \\ \\ \\ \\ \\ \\ - DA, cn=Christopher D Beers
Beers Date: 2021 .05.03 23:35:47 -04,00 RES: CLARK
ER < \ \ \ \ \ \ \ \ > EJ7
\ \ \\ \\ \\ \\ \ N\\ \\ \\ \\ \ MODEL: MADISON
ER \ \\ \ \ \ \ N\ \ \ \ EJ7 ADDRESS. 5705 EMERSON AVE
\ \ \
\ \\ '\\ \\ \\ \\ \\ \\ \ \\ \\ LOT / BLOCK: --
CJ5 \ \ \ \\ \\ \ \ \\ \\ V4 o CJ5 CITY: FORT PIERCE
COUNTY ST LUCIE CO
\ >\ D1\\ \\ \\ \\ \\ \\ V3 DRAWN BY: JL
CJ3 < \ CJ3
1 CL A D2\ \\ \\ \ \\ \\ JOB # : 2738763
\ \ \\ \\ \\ \\ \\ \ V2 HANGER LEGEND DATE: 04/02/21 SCALE: NTS
CJ1 < CJ1 o \ \ \ \ \ \\ \ CJ1
* - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED
OTHERWISE
v v CJ 1 * REVISIONS:
,4\X X 7 Nil4x2 FLOOR HANGERS SHOWN ARE HHUS46
UNLESS NOT OTHERWISE 1.
co M
��3 U w w `�O 2.
3.
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT
WIND ASCE7-16 4.
121811 4' 10" 29' 10" ENCLOSED This Drawing Must Be Approved And
EXPOSURE CATEGORY C Returned Before Fabrication Will
71611 OCCUPANCY CATEGORY II Begin. For Your Protection Check All
501011 WIND LOAD 170 MPH Dimensions And Conditions Prior To 011
*TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan.
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL FirstSource
NOTES AND DIMENSIONS HAVE
ROOF LOADING FLOOR LOADING BEEN ACCEPTED.
TCLL: 20 PSF TCLL: PSF
701 S. KINGS HIGHWAY
TCDL: 15
PSF TCDL: PSF FORT PIECE, FL 34945
BCDL: 10 PSF BCDL: PSF By Date Ph. (772) - 461 5475
TOTAL: 45 PSF TOTAL: PSF
DURATION: 1.25 DURATION: