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14'-0" 4'-4" 21'-4"
39'-H"
ATTENTION!
THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCE➢E THIS DOCUMENT. Labeled End Mark
ESTE ES UN PLAN DE COLOCACION TRUSS. EST6 IIISERADO PARA AYUDAR EN LA INSTALACI6N DE TRUSSES. LOS DIBUJ13S Y ARGUITECTURAS DE INGENIERIA ➢E INGENIERIA SUPERAN ESTE DOCUMENT°. xr
REFER TO BCSI -Hl�
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lrrsist crow operator sets hVss tNs toy.
NOTE•
MD�TE�
TI-PLT ORDER CORRECTION.
ALL PLIES SHALL BE fASTEND TOGETHER (BOLTS, NAILS, AND DR SCREWS)
DO NOT [UT OR ALTER TRUSSES VITNOUu CONSENT OF THIS OFFICE HACK
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ALL BEARING VALLS MUST BE ADEQUATELY DESIGNED Tp CARRY THE LOADS
PRIOR TO INSTALATION AND BEFORE ANY LEADS ARE APPLIED. PER THE
CHARGES VILL NOi HE ACCEPTER VITHO T IW WRITTEN APPROVAL BY nl
➢EPARTMEM AT CARPENTER CONTRACTORS OF AMERICA. INC.
IMPOSE➢ BY THE TRUSS OR TRUSSES. D MUST e- —ACE AND M SERV[C
SERVICE
BEFORE THE TRUSSES ARE SET IN ORDER TO AVnm
General Notes
1) M parallel chord trusses, flat trusses and flat
girders have the top chord partially pointed green
to be installed green side up.
2) M hangers to be Simpson HU526 unless otherwise
noleo.
3) Al truss spacing is 24' O.C. unless otherwise
noted.
4) Per Truss Plate Institute BC51-81 recommendation
permanent X-braring should be pt➢ced at a
maximum spacing 15' O.C. across the span, to
he repeated at a maximum of 20' between each
%-brace throughout the structure.
Please refer to HC51-137 for any additional bracing
details.
ROOF LOADING SCHEDULE
TCLL = 20 PSF
TCDL =_ 7 PSF
BCDL = 10 PSF
TOTAL = 37 PSF
DURATION = 1.25
WIND SPD/TYPE= 160
ENCLOSED
BLDG EXPOSURE = C
USAGE = RESIDENTIAL CAT II
WIND IMPORTANCE FACTOR= 1
UPLIFTS BASED ON= 9.2 PSF
DESIGN CRITERIA
FHC 2020
TPI 2014
Truss. design &, wnnector plates
are deligoed for ASCE 7-18 >md maximum
farces Gam both componcnts and cladd'mgs
and main wind force resisting systems.
• These mosses have been reviewed to cony BUT
additional 10#psfnon-co clmrnt bottom chord live
load.
FLOOR LOADING SCHEDUL
TCLL = PSF
TCDL = PSF
BCDL = PSF
TOTAL = PSF
ROOF DESIGNED FOR
SHINGLE
ALL REACTIONS AND UPLIFTS
ARE SHOWN ON ENGINEERING
WALL KEY
i LLOADJDESCRIPTION INIT. DATE
HASERVM HASE LDAp xNi )/e/2a
HASE JTH BASE LOAD HNi 3/le/21
LOADGBF # DESCRIPTION INIT. DATE
02f BL➢R/REDLINES RVM 8/6/19
REIAHEL PR4JE[i 7/H/2a
O2G L[NREV LABELS JM IVW2a
DZG 3nsz1
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE G. N. N.
HINTER HAVEN FLORIDA 33880
PHONE:(800) 959-8806
FAX: (863) 294-2488
BUILDER D.R. HORTON STATEWIDE
PROJECT CREEK5IDE
MODEL 1828/CALL/4EHH
CCA PROJ/MODEL/ALT
7A5/ 320/182ED,F/ 02
ALT DESQdRCE LIVRIG ROOM 1P/10 XR COY fANN
OTC
LOT 59 BLOCK
DESIGNER
PAGE
RFS
-I
1
DATE
3 31 17
LAN64504R
SCALE
"=1'