HomeMy WebLinkAboutS TRUSS ROOF LAYOUT 4 CAUTION "
DO
NOT ATTEMPT TO ERECT
TRUSSES WITHOUT pRAWINRGSGAND
TO
THE ENGINEERING R
BSCI-B1 SUMMARY SHEETS.ALL PERMANENT BRACING MUST
BE
IN PLACE PRIOR
NG
TRUSSES. (1e' SHEATHING,
SHINGLES, ETC.)
BEARING WALLS
ALL INTERIOR TO
LAYOUT MUST BE IN PLACEPRIORROOFINSTALLING TRUSSES.
►NG HEIGHTS TO FINAL ENGINEERING
BEAR I SHEETS FOR THE FOLLOWING.
8 ---- 48-09-08
------ ----------------- ------------ -------------------
-- 1) NUMBER OF GIRDER PLIES AN
SCHEDULE o 0 0 0
R N 0 0 0 o a o NAILING SCHEDULE.
SON ROOF TRUSS CONNECTOR J
SIM
P o 0 0 0 0 0 0 0 0 0 0 2) BEARING BLOCK 9 CD CDREQUIREMENT
UPLIFT SYMBOL N N N N N N N N N N N
ROOF T- o o fl— 00 rn 0 ti 3 SCAB DETAILS (IF REQUIRED)
QTY ID MODEL U o 0 0 0 0 0 -� -, -� -� -, ti )
/Y U U U Q Q Q Q Q Q Q Q Q Q Q Q <C <C U U U U U U ,�� 0 15
895 490 j,LA* & - - - ___________ �0'�" 4) UPLIFT AND GRAVITY REACTIONS.
0 q* LUS24 61 `Z`J
HTU26 3600 1555 J,LA 10C11
14 A 1-0 / HJ2 e WARNING
Not Be Accepted
HTU28 4680 2140 j,LB J3A / Backc arg
_ o / Regardless of F uslt mler Within 48
p B rior
2_p 02 CO00 0 o 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 o f
2175 1 LC __ _ ' __ __ ^ CJ4B Notification Y
TU26-2 3600 -- o -� 0 0 0 0 0 0 0 0 0 0 0 �'� , Hours And Investigation By
0 C H J5A
-02 r- N N N N N N N N N N N N �� NO EX C,PTIONS.
4680 3485 �, L 2-0
0 p HTU28-2 CJ6 ~
J7A oM The General Contractor Is Responsible
_2 5320 2155 �, LE �1%
HGUS26 _02 LTHJ
_0 �.. For All Connections Other Than Truss
0 E 2 /
rr op LTHJA CJ8 ^ Gable Shear Wall, An
• to Truss, Dray and
J9A 7-10-06 0 21 OM Connections. Temp
1-0 -13 N
And Ceiling And
o �>\ Permanent Bracing,
Connections.
J9B ` 10-02-14 EJ10 0"' Roof Diap
2_0 -02 ROOF PITCH: 2.9912.66 Xi
19C OF EJ10B cy CEILING PITCH: FLAT
2_0 _02 FLAT RO
AT 21' 7 1/4 2X4
/ EJ9 c►j TOP CHORD SIZE:
J9D o 2X
2-0 -02 6x6 BOTTOM CHORD SIZE:
BEARING %�
J9E .25/12 POST EJ8 o"� OVERHANG LENGTH: XX
1-1 -09
PITCH' xx
A A A A A J A A A AAA ��LA A A �>v'` END CUT 10 1l2"
Al2 EJ7A o
1-0 -09 CANTILEVER.
A13 /12 ATTIC q 8
2 gg y TRUSS SPACING:
24'
0 2-00-00 ACCESS U FBC2020 TPI 2014
� PITCHBUILDING CODE:
o --
IL A14 I - H
BEARING HEIGHT SCHEDULE
2-00-00 2.6/12
o°`
A15 D�
2-00-00 INTERIOR o
BEARING p�
A16
2-00-00
A17
2-00-0
A18 BUILDER:
2-0( -oo AWN BLDRS.
A19
20-003
2-0 -00 PROJECT:
A20 , CUSTOM
2-0 -00 MODEL:
A21 y ADDRESS:
T. LUCIE COUNTY FL.
64
1-1 -09 A�
v� LOT / BLOCK:
Scattered Lot
J5C / CJ5E �%�� SUBDIVISION,
o NETTLES ISLAND
2-0 -02 CITY:
WN BY: TERRY BALD
J3C J3F � DRP►
1_p -01 o0
244761
JOB # :
ICJ 1 C CALE: 11
9 4"
- 0 J 1 B r S
DATE' 09120121
f`-0
CO p o -''", -'', -1'", -''', -�', -r, -r``, � �T pT PLAN DATE. 12I31120
�y
0 0 0 0 0 0 0 0 0 0 o REVISIONS:
Ill LO CD0 0 0 0 o r o 0 0 o XX
00 00
N CV O O O O O O O O o
N N N N 1 N N CV xx
22-06-00 XX
XX
IMPORTANT
NS Must llllBe Approved And
E RIFY ALL DIMENISONS AND CEILING ED N FIELD By
TO APPROVAL This Drawing Fabrication Will `
OME CEILING FRAMING RE Returned Before Far � � a
Begin. For Your Protection Check All ,
MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID WIND ASCE 7 1 Conditions Prior To
ENCLOSED Dimensions And Co
EXPOSURE CATEGORY D Approval Of Plan. .
OCCUPANCY CATEGORY II INDICATES ALL
WIND LOAD 170 MPH SIGNATURE BELOW �*
WIND IMPORTANCE FACTOR 1 ED FO LIVE LOADS u l"Ch St
ES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOA NOTES AND DIMENSIONS HAVE .
TRUSS 3874 Church NONCONCURRENT WITH ANY O LOOR LOADING BEEN ACCEPTS F L 3277�
F Date_---, Sanford,
ROOF LOADING _ XX PSF By ph, (407) 323-6990
30 PSF TCLL. Date: Fax (407) 323-5644
TCLL: TCDL: XX PSF Requested Delivery
TCDL: 15 PSF XX PSF
10 PSF BCDL:
BCDL: TOTAL: XX PSF
TOTAL: 55 PSF
DURATION: XX
DURATION: 1.25