1649 ATLANTIC BEACH - REV. truss lay out ,
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NEW TRUSS PLACEMENT PLAN
N EW PAST PLAN
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LUIS A PONTIGO PE
AUG 2 4 2015
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FL PE NO 5331 �•.,, � �`�y
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General Notes
* Required interior bearing walls shown
@ heights noted
* Trusses may not be cut or altered in
any way without prior authorization from
ABS,Inc.
* Any trusses that are cut or altered
without authorization will be repaired or
replaced at the customers expense
56'6" 12'8" * No backcharges of any kind will be
accepted without prior review and written
consent from ABS, Inc.
81 0f' 31'g" 16'10" T11" 419"
* For proper truss handling and
JOG-FIR OUT DIAGONAL HIP-GIRDER(KING-JACK) bracing, refer to the "TPI" documents
IF NEEDED OFFSET 1 1/2"TO ALLOW FOR ��BC$I-B1 through B4"
SCABBED O/H. * Any multi-ply trusses must be
attached together per the engineering
BACK BEAM 4'8" 33'2"
CANTILEVERS TO - FRAME STEP: specifications prior to installation
ALIGN WITH TOP 8„ 3'4" 26'8" 3'2" 10'-1 1/8"TO 11'-1 1/8" LO � Zi�g
OF COLUMN(TYP) - T'HEEL 0 Permanent and temporary bracing is
rHac422 r'' z Y the responsibility of the truss installer.
The"Engineer o Record"for the project
/ Us2s 1/2 Hus2s ti ti C 1 P w a is responsibile for the design of the
-7 o z permanent bracing,the diaphram system,
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TIS 1/2 DD SPACE FT1 04 LU w w w w m q
Nuszs HUs2s C w Y o m shear walls, and structural elements to
FT1 �_ _-_ ~~ "~=g resist lateral loads from wind and or
Iii c U6zs - X :II Hush w j C J W a Q° °° seismic activity. The "EOR" is also
III ��� I �1 w a w �=.
iz o I FT1 I .�•___ w o z Q w responsible to call out the required
m I III 2>�O m US2s 9'�1/8" uszg HUS2s H7 = p cj p F ONT BEA strapping materials to sufficiently attach
v o I III O! f- \. 1Ql_ 1/8 U H H z CANTILEVERS TO the trusses to the load bearingstructure
W I IIIc,, FT .
1'I 1 118
In I III %m\ w Nus2s / HuszB Husz6 .. r Mg OP TOP M�Np) below, to verify truss dsign spec-
10 T 8'1H GABLE(6"TOTAL) applied
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III / W `• I ifications (pitch, span, profiles, a
III/ w FT1
( I r Hu Hus26 _ _ _ loading, wind application, etc.), and for
HUS2s FT1 � : 9 PP )
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ndespned ..--.._...._.......... —' v e N N --_-_-_-_-_ the overall design and placement plan of
I All_ T�wa22 _ � D _ _ _ W the truss system.
IIIIHHUS26-2 F1 R HHUS46 HHUS46 HHUS46 _ _ _ _ - - _
HHUS46 GA II N
III — FT2 �° ti 0'-118" 10'_11/x" I `O rn CO * If any job site accidents occur
III F1 HHUS4s HHusas U_ GA III N '� involving trusses, the installer must
III JA — HHUS46 FT2 3:12 ili ti immediately stop work on the project and
o a III F1 j GA notify a representative of ABS, Inc.. All
3 HHUS46 -(� -
00 o w III JA Z co trusses involved in an accident must be
00 0 o m o F1 m ICE o� inspected by a licensed structural
``' �z III JA m �10'-1 1/x" }HHUS46 g r "' engineer to determine the cause of the
M Cl) III °' �" x accident. The builder assumes all
m F1 N 0 (D 0 0 HEEL NOTE:
o Q �HHUS46 a� 0'-1 8'. NOMINAL HEEL-7" liability if trusses involved in an accident
U w wow III J 3:12 m _
Z Y x III a F1 a° o o c� c� C7 GARAGE 10 3/4" are altered or moved in any way before
W U c�w w 9 8' _ °'6'10" w 3'1 " o
0 W a JA i� an inspection is completed. All de-
0 LL w U_ ' o cisions regarding necessary repairs or
Y3 �Q ■ c� F1A F_
N o z o rwaaz2 i�k acement of trusses will be based on
EO wJ mY III JA y � 0�
N W a Y o m III o F1 w (� oL -i w recommendation of the report sub-
0 OF-=J III JA w a " 1/x' -- m fo t ed b the structural engineer.
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W W F FRAM DOWN THIS AREA BY BLDR N w -
cJ c �= �= Loading and Design Criteria
7 1/2" FX
5'0" 19'8" 20'9" 10 3/a"HEEL _ _ Roof Floor
Design FBC2010
2'2 112" �`' Code TP12007
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8'0" 40'5" 20 9 TOTAL
FOR ADDTN'L \ TC LL 20 40 Mean Hgt 20
1/2"SHEATHING `, TC DL 10 10 Wind Speed 130
69-211 ROOF SHEATHING BC LL 0 0 Exposure C
Hatch Legend NOTE: GARAGE HEEL RAISED i � '; BC DL 10 10
Truss Connector Total List TO 10 3/4 TO MATCH ENTRY cs !
Manuf Product Qty FASCIA WHICH IS A 8 1/16"HEEL i AS SPE KERS !I Duration 1.25 1.00
AS SPECIFIED
HHUS26-2 2 ®10'-1 118"BRG HGHT (SEE STRUCT) any
HHUS46 13
HUS26 19 ®12'-1 1/8"BRG HGHT
THA422 3 =CEIL HGHT(as noted)
\�,\ UNDER SHEATHING
THAC422 1
ATLANTIC BEACH COUNTRY CLUB AA4MCANT
DROP TOP GABLE DETAIL -
BUt.Dl:RS SUPPLY
Builder Toll Brothers,Inc.(Jax)(Heritage Ser)