HomeMy WebLinkAboutS TRUSS FLOOR LAYOUT 4 CAUTION ! ! !
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-131 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
O O INSTALLING TRUSSES.
M 48-09-08
p O � O O REFER TO FINAL ENGINEERING
cv o O 0 o SHEETS FOR THE FOLLOWING.
N N N 0 p O 1 O O O O
O O
N N N o o O op O p 1) NUMBER OF GIRDER PLIES AND
o O O NAILING SCHEDULE.
0
N N CV O � O O
LLL 0 N N N N N N o o O 2-02-04 2) BEARING BLOCK REQUIREMENTS.
LL LL O O N N , O
u- U io 0 0 �„� N N �Q 3) SCAB DETAILS (IF REQUIRED)
ALL TRUSS TOLL o~ rn �A 4) UPLIFT AND GRAVITY REACTIONS.
LL LEDGER `` _ U N
U_ U_ T_ M
CONNECTIONS `` WARNING
Backcharges Will Not Be Accepted
BY OTHERS Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
ProBuild.
' NO EXECPTIONS.
O
The General Contractor Is Responsible
SIMPSON CONNECTOR SCHEDULE For All Connections Other Than Truss
rn to Truss, Gable Shear Wall, And
Connections. Temporay and
ROOF & FLOOR TRUSS FACE MOUNT Permanent Bracing, And Ceiling And
Roof Diaphram Connections.
�QTY ID MODEL ROOF UPLIFT SYMBOL FLOOR UPLIFT
ROOF PITCH: XX
0 A LUS24 895 490 j,LA*
CEILING PITCH: XX
0 A HTU26 3600 1555 j,LA 2940 1555 TOP CHORD SIZE: 2X4
00 4-06—
BOTTOM CHORD SIZE: 2X4
0 B HTU28 4680 2140 j LB oLO OVERHANG LENGTH: XX
o
0 C HTU26-2 3600 2175 1 LC 2940 2175 F14 -- L END CUT: XX
____________ - L LL
D HTU28-2 4680 3485 Lp ------- -t G 00
CANTILEVER: XX
2-0 — o
0 E HGUS26-2 5320 2155 J LE 4355 2155 F15 0000� TRUSS SPACING: 24"
Noun Off! BUILDING CODE: FBC2020 TPI 2014
0 F HGUS28-2 7460 3235 J LF F16 2-0 -00 HANGER �' (91
- - BY
O O 1
0 G HGUS26-3 5230 2155 j LG 4355 2155 F 17 OTHERS 1-0 -08 O �G, J. BEARING HEIGHT SCHEDULEff`
0 H HGUS28-3 7460 3235 j LH `�� "� �O O OJ.
L F 18 2-0 —00
0 L H HUS46 I L 2790 1550 p
�o
0 M THA422 J. LM 3695 1855 F19 2-0 —00
0 N THAC422 I LN L3695 3695
F20 2-0 —00 HANGER BUILDER:
BY
OTHERS JWN BLDRS.
BEARING HEIGHTS F21 2-0 —00
PROJECT: 20-0033
8'
F22 2-0 —00 MODEL: CUSTOM
91611 OT 64 NETTLES ISLAND-,-
3 2-0 -00 o
F2 0 ADDRES�-�ST. LUCIE COUNTY FL.
12-00-12 LOT / BLOCK: 64
- o
0
1-1 —15 CO SUBDIVISION: Scattered Lot
O CITY: NETTLES ISLAND
00;
,�• DRAWN BY: TERRY BALDWIN
JOB # : 2447615
01 DATE: 09/20/21 SCALE: 1/4"
13-04-00 �O
9-02-00 PLAN DATE: 12/31/20
REVISIONS:
XX
XX
XX
VERIFY ALL DIMENISONS AND CEILING CONDITIONS PRIOR TO APPROVAL IMPORTANT XX
SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE 7-16 This Drawing Must Be Approved And
ENCLOSED EXPOSURE CATEGORY D Returned Before Fabrication Will
OCCUPANCY CATEGORY II Begin. For Your Protection Check All
WIND LOAD 170 MPH WIND IMPORTANCE FACTOR 1.00 Dimensions And Conditions Prior To NRMSMMe
TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD Approval Of Plan.
NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE _ = =
ROOF LOADING FLOOR LOADING BEEN ACCEPTED.
TCLL: XX PSF TCLL: 40 PSF By Date 3874 Church St.
TCDL: XX PSF TCDL: 25 PSF Sanford, FL 32771
Requested Delivery Date: 407
BCDL: XX PSF BCDL: 5 PSF Ph. ( ) 323-6990
TOTAL: XX PSF TOTAL: 70 PSF Fax (407) 323-5644
DURATION: XX DURATION: 1.00