HomeMy WebLinkAboutPLANSI
I
'
0
SET BACK GRiDER I
(2) SIMPSON ETA 14
■
r a'J LIN
Nz U 0I ■
_ e 068
x� BATH BF
a
VAU�T. CLG.
EACH OURT.F. JACK
TO PLjCF (BOTTOM(
I
36" x 12" F.G.
TOP a 8'-0"
u � —
X.� SIMP90N HUSC 212 2 —�
TO WALI WITH (4) TAP CONS
SLEEPING ROOMS -PROVIDE AN EGRESS
WINDOW WITH A NET CLEAR OPENING
OF 5 SQ. FT. FOR GROUND FLOORS,
5.7 SO. FT. FOR UPPER FLOORS. OPENINGS
SHALL NOT BE LESS THAN 24-H OR 20" W.
SILL NOT MORE THAN 44' ABOVE FLOOR.
EG 55
$EI 45
__- �TITI[11II1 _-__ -.. TfIIiIIIIliI11�1 __
BEDROOM 3
LOk SIMllAl2 -
---- VAULT. GEIL.
406
/' I - I ■
G. PORC�I
WIG
Y
° FAMILY ROOM
--- l�1 \
)Nf F AMA.. JS
_ 2 I0' FLAT CLG.
CD
'2 CD PLYWOOD 04 ��.� ■
41I1 s O.C.
BATP }
I!4" TAPcoN BOT FIXED GLASS ABOVE '� .
in SI TO fONCR - N
I —__ rH _a-1H BEAM GBiDER TO REAM
(4) g' C�TON TOP, PAS$ THRU - i (2) SIMPSON ETA 14 NL
x
--
9FiCT SGD 5038 PKT $LIDS
_ (�l
TRUSS [fANCER , IN — — Rd8
Dui i I-•o I � ,�� �SIMPSON LUS
IDIN!NG ROOM KITC� I y BREAKFAST PLUMS.
I0' FLAT CLG. i0' FLA'i1
AGCES$
RANI_
Hc
-- T-"- � BEARING WAU, _ REF a VENTED_ I
(21 2x10 p. sp.F - Rt n BEDROOh� 2
3_J" - _ 4_� - 1'-4' �HE_ADER ABOVE RANGE VENT LAUNDRY I VAULT. GEIL.
_ _._
LGIR)E
>I _ 2668 BFRTO HEADER �AIT I T�IIEADER TO JACK _:__ I ' " �/ (DOUALI
2 C b a I I A / I PANEL
(2) SIMPSON MTs 12 __._------. 11 I Hra I ��
068 LIVING c . — REARING FALL — - -----�
I
TRUSS TO TOP PLATE-SIMPSON LTS 12
- ROOM c' I{SIMPSON H-7 7O STUDS II �.,, TOP PLATE TO STUD - SIMPSON SP 4
\ STUD TO BOTTOM PLATE SIMPSON SP 4
j / WIC PLATE TO SLAB 1/2' D1A EAP. BOLT
MASTER , II FOYER W,4' EMBED, 2 48O.0 k WITHIN fi
OF' PLATE;
�.
s
BA H --'I,� __ / STRAP TRUSc TO TOP P1.A'rF:.
j I DBL S _TOP PLATE TO STUD, STUD TO
---__ ! ° ° BOTTOM F'LATF BOTTOM PI•ATN; 'fO
O U1/ F.G -v, TRUSS W/SIMPSON H 3 0 KNEEWALL
/ TtTrrn>rr2iF'---pus——�v—� rn PER ELEv, i niriN 'i��®y1�ll ABOVE
FLOOR PLAN
51H 136 $N 136 $N V2 36 i s[NPSON rF i41 HEADER TO BEAM
T�F�J �S�_.._.L(2) SIMPSON ETA 14 EA. END N
L_ ENTRY -
GARAGE
TIE BEAM
16" X 12" CLMN. _
— - --—---__
-
9010 OWE) 9010
•!yd�2I UNCkE' BEAN
l4" 3 i/4'-2 3i4 .
4'-6"
f�
aI
4
9
�
}y
r
I
r •
x
k q 5b
>1-
R
y
f
4
QI
I �
I!I I
-'METER.—.- - ---- i —
I I
A/C
COMP. I
LIVING ----
2mm8
GARAGE
521
C. PORCH
242
ENTRY ---
56
TOTAL
2333
c•
MINIMUM FINISHED FLOOR ELEVATION
SHALL BE 18" ABOVE CROWN OF ROAD
OR HIGHER AS MAY BE NECESSARY
IN ORDER TO MEET FLOOD ZONE AND
OR HEALTH DEPT REQUIREMENTS.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
B.P. 991ZOG31
ScRlvl+lED
St. Cuc a Co►jorl
UNIVERSITY PARK .OR
Peck
CON5TF(UCTION
BLULINE
DESIGNS
1947 BILTMORE STREET
PORT ST. LUCIE FL 34984
For:
JOHNSON RES.
Dawn by; G. KoPANI
DBte4 11/30 95
SCale� A$ NOTED
Job Noy 93-I'906
Revised 5/26/96
II/II/99
um�
II/23/99
1 OF 4
-
Alt-2 F—tA.N1=>L_Ei-Z NC=>T=7
UNLE55 NOTED ELSEWHERE ON TH15 LAYOUT. THE5E TRU55E5
ARE NOT DE51GNED FOR AIR HANDLER5 IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENT5. TH15 MAY BE IN C014FLICT
WITH BUILDING CODE AND A/C DE51GN REQUIREMENTS.
CON5ULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
SPAGING NOTE
ALL TRU55E5 ARE TO BE SET
AT 2'-Ol ON CENTER
EXCEPT A5 NOTED
MULTIPLE PLY TRUSSES MUST
BE FASTENED TOGEThtER PER
ENGINEERING BEFORE THEY
ARE SET.
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSlll T HIR-91
30' 5pa or less
30' to 60' Span
Spread r Bar
GO degrees
or less
a Line
9 an a2
ae ,— 1/2rof spasta
`"' P
s approx.
P PP
REFER TO HBI-91
REFER TO HBI-91
Truax must be set this way If crane used.
ruse la an example. your trust may not match.
Truss mat be at tins say If craw used
no a
Truss t example. your truss may not motto.
Insist crane. operator bets trues the way.
Insist crane weretor sets truss this say.
WARNING
TJI joists, Mirco=Lam & GLULAM
headers may be shipped longer
than specified length.
It is the builders responsibility
to measure and cut if necessary.
Install per manufacturers instructions.
Truss to Truss Connections HIP VALLEY NOTE
consist of hangers only. Hip valley members are
No bolts, nails or tie downs built 2' shorter span
will be supplied by Chambers V shorter setback
Truss. than shown here.
U PFPRE5ENTS A HANGER
BU I_DING CATEGORIES
Category Nature of occupancy
All buildings and structures except those listed below
II Buildings and structures where the primary occupancy is
one in which more than 300 people congregate in one area..
Buildings and structures designed as essential facilities,
including, but not limited to :
1: Hospitals and other medical facilities having surgery or
emergency treatment areas.
2: Fire or rescue and police stations.
Ill 3: Structures and equipment in government.
4: Communication centers and other facilities required for
emergency response.
5: Power stations and other utilities required in on emergency.
6: Structures having critical national defense capabilities.
7: Designated shelters for hurricanes.
Buildings and structures that represent o low hazard to
IV human life in the event of failure, such as agricultural
buildings, certain temporary facilities, and minor
storage facilities.
INDICATES LOAD BEARING
WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
INDICATES LOAD BEARING
WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 9'-l"
ABOVE FINISHED FLOOR
INDICATES LOAD BEARING
WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 10'-l"
ABOVE FINISHED FLOOR
:•:
INDICATES LOAD BEARING
WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 11'-1"
:'.
ABOVE FINISHED FLOOR
INDICATES LOAD BEARING
WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 12'-1"
ABOVE FINISHED FLOOR
0,
V 5R NF UR 10
M
•1 TRUSS CONNECTIONS t
Nan CJ' or EJ' trusses
To Wood I S-MSTAIB V/ 14- 10o NAILS
To Masonry I S-ETA20 V/ e- toil NAILS
CJ• or EX trusses w
To Wood I S-MSTAIB V/ 6- too NAILS
To Masonry I S-ETA20 V/ 4- IDd NAILS
Alternate To Masonry I S-MBHA V/ 2- 3/4' Do. bolts V/
B' man. Embedment. V/ 4- lad NAILS
-2 POST CONNECTIONS t
Bose S-ABU44 V/. 5/e' Doc. bolt
•/ 6' embedment nor. and 12. 16d nails
•3 HEADERCONNECTIONS: (as appropriate)l
• To Wood Hors (typlI 2-S-MSTAIB each end
w/ 14-10d malls per strop JON
To Masonry I 2-S-ETA20 each end
w/ 13-10d nails per strop VON
JOIN - Unless otherwise noted on floor plan.
• Use 1-1/2' too Nails
equal number of nails each and of MSTAIB as applicable.
T.E. - Truss -ngin--rags
P.M. w Per i anuracture.
T.C.S. • Truss company supplied.
NO spitting or cracking due to nailing permitted
• H • HUGHES . S • SIMPSON
Or equal hardware permuted throughout.
200 It, minimum load applied.
See layout and figures for bearing locations.
Attach valleys and piggy backs per truss company details.
Engineered beans to be secured at each end
with approe-d connecters.
RI —mill
A\
1U
in 1tt�t d
1
upb,v I—.I/Y IIOCI—Y .d/16".
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT VARIE'S
TYPICAL END DETAIL
12
6.00 — JE7:
(a JE7;
2 2.00—
JE7.
00
JET
1 upset=1/4"- hbel= 3/16" N `N
I
PLUMB CUT END JE7'
2 x 4 Top Chord
WALL HEIGHT 8'-1" END DE. JE7,
END DETAIL : A B o
JE7'.
JE7
JE7
JE7
12
FF1
12.00
� R
- 4 upset=1/4" heel=4 3/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 9'-l"
END DETAIL : B .
M
I
I
I po vt l> 17-) trot 5 fS
(� Zx 6C,1, 443L114
G i3;�S
z
w w �
8" CANT. LINE
A�
B ` \
TY 4AL JACK
DEAZWO LOCATIONS
TRUSS TO TRUSS LONNECTIONS ARE RESPONSIBILITY I F TRUSS COMPANY
LOCATIONS AND CONNECTIONS ONLY
UNLESS SPECIFIED IN A CONNECTOR SCHEOUt E
STRAP TRUSSES FOR 1000- UPLIFT AT EACH BEARING
WITH ONE HETAi6 V/ till - too N ILS
OR WITH ONE MSTAI) V/ (14) - ad NAILS
PER STRAP AS APPROPRIATE.
TYPICAL OUTLOOKERS: 2 x 4 e 24- OC. 400- UPLI1 7 EACH BEARING.
SECURE WITH H3 AT TOP CHORD OF DRaF GABLE ENO
AND TO JACK TOP CHORD WITH (3) - Hod NAILS
TYPICAL GABLE END, ONE STRAP a 24- O.C.
HETA16 V/ (4) - led NAILS
OR WITH MSTAID V/ let - [Do NAILS
PER STRAP AS APPROPRIATE.
TYPICAL COMMON AND END JACKS AT 7' OR LESS 40 • UPLIFT
HETAI6 V/ (4) - led NAILS
OR WITH MSTAIe V/ let - IOd NAILS
PER STRAP AS APPROPRIATE.
D
M
D
00 '1Lb61V
16" DEEP FLAT GIR ER
CONNECTIONS BY B ILDER \
D
I —11
�TuC,00 via
A4000
I—d„
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
The legal description of the property where the trusses will be installed is:
The undersigned acknowledges and agrees:
1. Trusses will be made In strict accordance with this layout, which is the sole authority for
determining successful fabrication of the trusses.
2. All dimensions In this layout have been verified by the undersigned.
3. Unless written notice Is provided by certified mail to Chambers Truss within ten (10)
days cf delivery the undersigned agrees that no backcharges will be allowed. In the event
such written notice Is furnished Chambers Truss shall have three (3) business days In which
to begin repairs required, or to substitute other trusses, at Chambers option.
4. The undersigned acknowledges receipt of "HIB-91" sheet by Truss Plate Institute
5. Oalivery is to job site. It Is the buyer's responsibility to make the job site suitable for
delivery. Chambers Truss has the sole authority to determine the suitability of the job site or
a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery
only. The buyer is responsible for additional delivery expenses if Chambers Truss has to
redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of
trusses. Buyer is responsible to Chambers Truss for towing costs due to site conditions.
6. Psice as shown in paragraph 7 below is subject to change If any changes are made in
this layout. A $50 per hour fee for revisions may be charged by Chambers Truss.
7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no
agreement a reasonable pricer Invoice will be made on delivery and paid within terms of net
on delivery. Invoice may be made at scheduled date of delivery If buyer cannot accept
delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable
attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service
charge will be added for all sums not paid within terms.
B. Signature or initlals anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending credit for this material the undersigned
unconditionally guarantees payment when due of any and all Indebtedness owed to
Chambers Truss by any entity receiving material and the undersigned agrees to pay such
indebtedness including attorneys fees, if default in payment for material be made by the
recipient.
10. In the event of any litigation concerning this agreement, the items furnished hereunder
or payments referred to herein, the parties agree that the sole venue for any such action will
be Saint Lucie County, Florida.
DATED
SIGNED
A spreader bar maybe required as per "HIB-81" to prevent injury & damage.
Multiple ply trusses must be fastened together per engineering
before they are set, failure to do so can result in roof collapse.
Temporary and permanent bracing are required and can save life
and property and is the responsibility of the truss erector.
Study the contents of the Information packet included on
delivery before setting trusses.
Trusses must be set and braced per design to prevent injury & damage.
Trusses must be set plumb and square 1
Do not set bunks or stack of plywood, roofing material or any
o'her concentrated loads on trusses, this can cause collapse.
I, DO NOT SET TRUSSES USING THIS LAYOI;T
f1 USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSFS
j; N CHAMBERS TRUSS INC
M
31 SEND DE.
3105 Oleander Avenue
35
Fort Pierce, Florida 34982-6423
B4 800-551-5932
Fort Pierce .561-465-2012 Fax 561-465-8711
e Vero Beach 561-569-2012 Stuart 561-286-3302
1 —5 1/4"XXzX/
83 0 Web Site: CHAMBERSTRUSS.COM
1'-5 1/4" B2 I Email: MAIL@CHAMBERSTRUSS.COM
4a0001FORMMOONTLAY.000 Inning
N
83
1 yov # W P (Z/%115 T)q 55. l �I `I Jcl15T B4 l 1pp?l N l 21.5/21.4 LOADING/DESIGN CRITERIA REDUCIBLE
n)(L)�xH cLI'ka1 /}BNy ���f}s� (l)If��� DESIGN CRITERIA PER CODE SUCH ASSBC 1203.6.1
now,C 11 y County SAINT LUCIE
Iz " 10'-1" CLG Building Department FORT PIERCE
12 —1 CLG � 9 P
Wind Design Criteria ASCE 7-93
12 2X4 LEDGER C1 Roofing Material Shingle or Shake
BOT. 01O'-1" 3 Jc1 Loading in PSF Roof R.D.L.
12 C2 Top Chord Live 20
V-1" CLG. JE3 Top Chord Dead 7 7
Bottom Chord Live 0
2 2X4 LEDGER Bottom Chord Dead 10 5
BOT. 8'-1" TOTAL Load 37 12
EI
c4 JE3 Duration Factor 1.25
JE3 Wind Speed 110mph
I csTop Chord C.B. Sheeting by builder.
7' 4" Bottom Chord C.B. Sheeting by builder.
GRZ 15004Nh
N N ���FFFr�41b C.B.=Continuous Bracing
Highest Mean Height 14'-2"
12'-1" CLG D N B—lo�l/5T Building Type ENCLOSED
N Building Category I: Non Restrictive
D1 Exposure Category C: NON —COASTAL
Miles from Ocean 10
R.D.L.=Restraining Dead Load
GRD
r7
JC1Verify DESIGN CRITERIA shown above with the
JC5A JC5 building department and your engineer.
JC3 ^ JC3
Chambers Truss Inc. Drawing Name: 44881
EAc I+ r3K'h �,1?K
, AC:0 > JC1 �z� �4fr JC1 Scale: 1 /4 = 1'
147 total trusses, 70 different trusses.
.10 d IST �� 0 p MI 4: DHC ACAD: DHC Reviewed By:
i Date: 12/05/99
8' 23'-6„ vv�rc� FOR
PECK CONSTRUCTION
—6" ;
( DESCRIPTION:
OF
JOHNSO RESIDENCE
0 2 CUSTOMER INITIALS EACH PAGE
44881
10'-1" CLG
IHon4t1I> (Z)H,T41G
<3-1od1Sr
•
0
q
ZONES: HORZ. LENGTH PITCH
f_ 1T-15" 6/12
A 1
ZONES: HORZ. 4ENGTH PITCH
�= 17-9 6(12
q 2
ZONES:(f HOR,Z. 4ENGTH
= 15
PI CH
8�12
q /I
ZONESI HORZ. LENGTH
1- 2'-6"
PITCH
6�12
q
ZONES:,y HORF. 4ENGTH
1_ i7-6T
PITCH
6/,2
g
ZONES:p HORZ. 4ENGTH
i_ ,�_6
PITCH
6/,2
g
ZONESI HORZ. 4ENGTH
i_ ,5 6
PITCH
6/,2
2= 1T-6"
3= 35'-0"
6 12
F at
2_ 1 -0
3_ 17'-0"
Fat
6�12
O
2= 5-0
3_ 15'-0"
Fal
6�12
-T
2= 9'-p"
3- 13"-0"
F t
6 12
2= 4'-9 /2'
3- 3 1 /,�
6_/12
riot
2= 1 '-6"
3_ 8
6(12
F qQt
2= 11'-6"
3= 14'-4"
6(12
Fat
BEARING LOC
SIZE
4= 35'-0"
Flat
4= 35'-0"
Flat
4- 2,4 -4 1/2'
F of
2 4= i'-0
Vert
4= 12'-0"
2/12
4- 1 -0"
2(12
2y-8"
8
BEARING LOC
SIZE
BEARING LOC
SIZE
2
5- 1 -0
Vert
5_ 22'-0"
Flat
5= 14'-4"
Ffot
5- 8
Fat
4
34'-9 3/4"
8"
4 1/2"
24i-8
4
8
8-
24i'-8
4
8
8"
6= 3 1/2"
BEARIN LOC
Flat
SIZE
GEARING LOC
2 1/4"
SIZE
4 1/2"
BEARING LOC
2§'-8-
SIZE
8
BEARING LOC
2§'-8"
SIZE
2
3
34'-9 3/4"
4 1/2"
34'-9 3/4"
4 1/2"
3
13'-4
, }/4"
8
3 1/2"
27,'-1"3/4"
11 -4
3"1/2"
8
p
4'
8"
2
8"
3
24-5 3/4"
4 1/2"
5
4
3
4
4
40
•
®
TRUSS ID: A
OTY: 6
TRUSS ID: Al
QTY: ,
TRUSS ID: A2
OTY: 1
TRUSS ID: A4
OTY: 1
TRUS
10: A5
OTY: 1
TRUSS ID: B
QTY; 2
TRUSS ID: B1
QTY: 6
SPAN 35'-0"
MGT- 9'-1 3/, 6"
SPAN 35'-0"
MGT: 8'-10 3/16"
SPAN 35'-O"
MGT: 7'-10 3/16"
SPAN 24'-8"
MGT- 7'-10 3/16"
SPAN
22'-3 1/2'
MGT- 9'-1 3/16"
SPAN 27'-O"
MGT: 8'-i 3„/i6"
SPAN 27'-0"
MGT: 8'-1 3/16"
OVERHANG LEFT: V-4"
RIGHT: V-4'
OVERHANG LEFT: V-4"
RIGHT: 1'-4"
OVERHANG LEFT: V-4"
RIGHT: ,'-4"
OVERHANG LEFT: 0"
RIGHT: V-4'
OVER
ANG LEFT: V-4
RIGHT: 0"
OVERHANG LEFT: V-4"
RIGHT: 1'-4
OVERHANG LEFT: l'-4'
RIGHT: 0"
HEEL LEFT: 4 3/16"
RIGHT: 4 3/16"
HEEL LEFT: 4 3/18"
RIGHT: 4 3/16"
HEEL LEFT: 4 3/16"
RIGHT: 4 3/16"
HEEL LEFT: 6'-6 3/16"
RIGHT: 4 3/16"
HEEL
LEFT: 4 3/16"
RIGHT: 5'-8 7/16-
HEEL LEFT: 4 3/16"
RIGHT: 4 3/16"
HEEL LEFT: 4 3/16"
RIGHT: 4 3/16"
-
2
ZONES: HORZ. LENGTH PITCH
= 2, 531r4 F(12
B 3
ZONES: HOR?. LENGTH PITCH
�- 24-A 6�,2
2
B /i
ZONES: HORZ. LENGTH PITCH
1= ,$-Q" 6(,2
R 5
ZONES:,y HORZ. LENGTH PITCH
i_ 16-0 6(,2
ZONES: HORZ 4ENGTH PITCH
�- 1§-Q 6(12
C 1
ZONES: p HORZ. 4ENGTH PITCH
1- 1 6(72
C 2
ZONES: HOR�Z. 4ENGTH. PITCH
6(,2
2= 5'-6
at
2= 7 -0
Flol
LJ 'T
2= 9 -0
Fat
LJ
2= 11'-0°
F of
2= 4 -8
Fat
-8
2= 6'-8
Fat
2- B-8
2= 8 -8
"
F of
3_ 14-4
4- 1 '-0"
5- 8Z
BEARING LOC
2§'-10 1/4"
4
Flat
2 12
Flat
SIZE
3"1/2'
8
3_ 14'-4"
2 4_ 1 '-0"
5_ BZ
BEARING OC
2§'-10 1/L4"
4
Flat
2 12
Flat
SIZE
3 1/2"
8"
3_ 14'-4"
4- 12'-0"
5- 8"
BEARING LOC
2§'-10 1/4"
4
FI3t
2 12
F(ot
SIZE
3 1/2'
8.
3_ 14'-4"
4= 12'_0"
5- 8"
2 BEARING LOC
2§'-10 ,/4
4
Flol
2 �12
Flat
SIZE
3°7/2"
8
3_ 1 1/2"
2 4= 3 i/2"
5= 7'-10 1/2"
6= , '-0"
7= 8Z
-� BEARING LOC
Flat
Vert
Flat
2 12
Flat
SIZE
3_ 1 1/2"
4_ 3 1//2"
2 5- 7'-10 1/2"
6v 1 '-0"
7_ 8Z
BEARING LOC
Flat
Vert
Flat
2 12
Fat
SIZE
3= 1 ,/
4= 3 1�2"
5- 20'-6 1/2"
2 BEARING LOC
i 3/4"
20-6 1/4"
Flat
Vert
Flat
SIZE
3 1/2;
-
3 1/2
1
4"
8
4
8'
4 3
4
4
4 3
6
5 4
6
TRUSS ID: 62
OTY: 1
TRUSS 10: 83
QTY: 2
TRUSS ID: B4
OTY: 2
TRUSS ID: B5
QTY: 1
TRUS
II, ID: C
QTY: 1
TRUSS ID: CI
QTY: 1
TRUSS ID: C2
QTY; 1
SPAN : 27'-0"
MGT: 11'-0 13/16"
SPAN : 27'-0"
MGT- 10'-4 3/16-
SPAN : 27'-0"
MGT: 9'-4 3/16"
SPAN : 27'-0"
MGT: W-4 3/16"
SPAN
20'-8"
MGT: 8'-4 3/16"
SPAN 20'-8"
MGT- 7'-4 3/16"
SPAN 20'-8"
HGT: 6'-4 3/16"
OVERHANG LEFT: V-4"
RIGHT; 0"
OVERHANG LEFT: V-4"
RIGHT: 0-
OVERHANG LEFT: V-4'
RIGHT: 0"
OVERHANG LEFT: 1'-4"
RIGHT: 0;
OVERHANG
LEFT: 1'-4-
RIGHT: 0"
OVERHANG LEFT: 0 "
RIGHT: 0"
OVERHANG LEFT: 0"
RIGHT: 0".
HEEL LEFT: 4 3/16"
RIGHT: 9'-0. 13/16"
HEEL LEFT: 4 3/16"
RIGHT: 8'-4 3/16"
HEEL LEFT: 4 3/16"
RIGHT: 7'-4 3/16"
HEEL LEFT: 4 3/16"
RIGHT: 6-4 3/16"
HEEL
LEFT: 4 3/16"
RIGHT: 6'-0 11/16"
HEEL LEFT: 4 3/16-
RIGHT: 5'-0 11/16"
HEEL LEFT: 4 3/16"
RIGHT: 6'-0 11/16"
C 3
ZONES: HORZ. 4ENGTH PITCH
1= 10-0 6(12
/i
ZONES:/ HORZ. 4ENGTH PITCH
,P-Q 6(12
5
ZONES:�y HORZ. 4ENGTH PITCH
T= 14-Q 6/12
D
ZONES:;y HORZ. 4ENGTH PITCH
6a
D
ZONES:p HORZ. LENGTH PITCH
1= 9'-0" 6/,2
E
ZONES: p HORZ. LENGTH PITCH
1= 6"
E 1
ZONES:;y HORZ. LENGTH PITCH
9'-Q 6/,2
2- 10'-B"
3= 1 1 /2"
Fal
Flat
T
2
2_ 2-0
3= 8'-8"
6(i2
Fat
2_ 4-0
3= 6'-8"
6r12
Fat
2-„ 6
2- 1'-6
3= 11'-0"
Fot
6 12
2_ 5'-6"
3= 9'-0"
Fffat
6 �i2
2- 13'-0"
3= 11'-0"
Flat
Flat
6 12
2_ 15'-
2
3= 3 1 2"
Flat
Flot
4_ 3 ,/2
Vert
4- 1 1/
Flat
4_ 1 1/ ",
Flat
4- 23'-6"
Flat
4= 23'-6"
Fat
4- 9 -0 3/4"
Fat
4- 2'- 3(
Vert
5= 20'-6 1/2"
Flat
5= 3 ,�2
Vert
5= 3 1/2
Vert
BEARING LOC
SIZE
BEARING LOC
SIZE
5- 2'-1 3//8
Vert
5= 1T /gZ"
Flat
BEARING LOC
SIZE
6- 20-6 1/2"
Flat
6. 20'-6 1/2"
Flat
23'-2"
8
23'-2"
8
6_ 1$'-3 3 4"
Flat
75
6- 1'-7 3/8
Vert
1
3 1/2"
BEARING LOC
SZE
BEARING LOC
SIZE
2
1 3/4"
3 1/2-
1 3/4"
3 1/2"
7= 3-1 1/b"
Vert
7=6'-11
Flat
�/4"
20-6 1/4"
3 1/2
2 3
1 3/4"
3 1/2"
2
1 j/4
3 1/2"
a_ 3 1//2
Flat
2
BEARING LOC
SIZE
20-6 1/4"
3 1/2"
3 20-6 1/4'
3 1/2`
3
BEARINOi LOC
SIZE
2 1/4"
4 1/2-
3
41%2"
24'-6 1/4"
31/2
243/5"3/4"
5
5
6
4
4
4 •
'
TRUSS ID: C3
SPAN 20'-8'
QTY: 1
HOT: 5'-4 3/16"
TRUSS ID: C4
SPAN 20'-B"
QTY: 1
MGT: 5'-4 3/16"
TRUSS ID: C5
SPAN 20'-8"
QTY: 1
HOT- 5'-4 3/16"
TRUSS ID: D
SPAN 23'-6"
QTY: 1
HGT: 5'-10 3/16"
TRUS
SPAN
to: Di
23'-6"
QTY: 1
MGT: 4'-10 3/16"
TRUSS ID: E
SPAN 24'-8"
QTY: 1
MGT: 6'-10 3/t6"
TRUSS ID: El
SPAN 24'-8"
QTY: ,
MGT: 5'-10 3/16'
OVERHANG LEFT: 0"
RIGHT: 0"
OVERHANG LEFT: 0"
RIGHT: 0"
OVERHANG LEFT: 0"
RIGHT: 0'
OVERHANG LEFT: 0"
RIGHT: V-4'
OVER
ANG LEFT: C
RIGHT: 1'-4'
OVERHANG LEFT: 0, "
RIGHT: V-4'
OVERHANG LEFT: V-4"
RIGHT: 0"
HEEL LEFT: 4 3/16"
RIGHT: 5'-0 11/16"
HEEL LEFT: 4 3/16"
RIGHT: 4'-0 11/16"
HEEL LEFT: 4 3/16"
RIGHT: 3'-0 11/16"
HEEL LEFT: 4 3/16"
RIGHT: 4 3/16"
HEEL
LEFT: 4 3/16"
RIGHT: 4 3/16"
HEEL LEFT: 6-6 3/16"
RIGHT: 4 3/16"
HEEL LEFT: 4 3/16"
RIGHT: 5'-10 3/16"
E 2
ZONES: HORZ. LENGTH PITCH7'-0
C
ZONES: MH OQZ_44ENGTH 61 iCZ
12=
1
ZONES: HORZ. "LENGTH PITCH
2_ 7'-10" flat2
ZONES: Mz 8 Z4 LENGTH 6��Z
T2_
ZONES: HORZ. LENGTH PATCH
2'-8' F(ot2
/j
ZONES: HORZ. "LENGTH PATCH
2= 6'-8" Ffol2
G E B
ZONES:M HDR l ENGTH PITCH
/12
i2= 15'-6"
2= 17'-8
Flat
I
S -10t
7 -10
6(12
2_
`r
6(t2
3= 3 1 /2"
Flat
3- 16 -2"
F of
_8ZE
3= 16'-2'
Flat
3= 16'-2"
F at
3= 6'-6'
6 12
3= 4'-6"
4= 16'-2"
6 12
Ffat
3- 8
4=
Fat
4- 2'-1 3/8"
"
Vert
B§ARING LOC
2 4
B
B§ARING LOC
4
SIZE
8
BFeARINC LOC
SIZE
8
4- 16'-2"
BEARING LOC
Flat
SIZE
B§ARING LOC
SIZE
12'-0"
5= t4'-4"
2/12
K
5= 18'-0 t Z,
6- 1'-1 3 s
Flat
Vert
16'-0 1/4"
3 1/2"
16'-0 1/4"
3 1/2"
4
16'-0 1/4"
3 1/2"
4
8
4'
8
BEARING LOC
SIZE
2
7= 6'-4'
BEARING LOC
6104"
Flat
SIZE
8"1/2"
2
2
16'-0 1/4"
3
3 1/2-
2
26 -8
4"
8
8"
3
24'-6 1/4"
3 1/2"
5
5
4
• m
3
3
4
4
ID: E24'-8'
ID:;
ID::
QTY: I
ID:: Fib'-2"
ID
ID:;
MGT;
ID:• G2
HGT:
SPANTRUSS
HGT: 4'-10 3 16"
SPANS 16'-2"
HGi: 5'-6 3/16"
SPANS 116'-2'
MGT- 4'-6 3/16"
SPANS
MGT: 4'-6 3/16"
SPAN
: 16'-2"
HGT: 3'-10 3/16"
SPANS 16'-2" , "
2'-10 3/16"
SPANS '-0",
8'-1 3 /16"
OVERHANG LEFT: 1'-4"
RIGHT:
OVERHANG LEFT:
RIGHT: 0"
OVERHANG LEFT:
RIGHT: 0
,
OVERHANG LEFT: 1
RIGHT: 0"
OVER
ANG LEFT: I'-4'
RIGHT: 0
OVERHANG LEFT 1
RIGHT: 0
„
OVERHANG LEFT: 1
RIGHT: 1
HEEL LEFT: 4 3/16"
4'
RIGHT: a'-10 3/16"
4 3/
HEEL LEFT: 4 3/16"
RIGHT: 5'-6 3/t 6"
4 3/
HEEL LEFT: 4 3/t 6"
RIGHT: 4'-6 3/t 6"
HEEL LEFT: 4 3/16"
3/
RIGHT: 7 3/t 6"
HEEL
LEFT: 4 3/, 6"
RIGHT: 7 3/16"
3
HEEL LEFT: 4 3/16"
RIGHT: 7 3/16"
3
HEEL LEFT: 4 3/16"
3
RIGHT: 4 3/t 6"
GEC
ZONES:k103Z-44ENCTH
i2
P61/[;Z
G E D
ZONES: 2=2RZO.LENGTH
PITCH
GRID
R
ZONES.2=H 7'-0-LENGTH
FITS
GRE
ZONES:NH5R20"LENGTH
f2-
P61�T�2H
G
1-
ZONES: N�3R20„LENGTH
12=
PITCH
R
G H
ZONES: if 03--0,}ENGTH
12=
PITCH
GRI
ZONES:NH3Z0"LENGTH
i2
PITCH
at
3 4
Flat
BARING LOC
Fl
SIZE
3_ 7'-0",
ra'
6112
19'_6'
3_ 3 1/2"
Ffot
Flat
,4'_§"
3= 3-0
F�1
6�12
1',-5",
3- 3-0
F(t
6�12
3'_4"
3=3'-0"
F
6/12
4
8
4= 23'-6'
BEARING
Fat
SIZE
4= 1'- 3//8"
Vert
4= i6'-8"
Fat
4= 7'-5"
BEARING LOC
Fat
SIZE
4=9'-4"
BEARING
Flat
LOC
23'-2'
8
5_ 18'- 3/8"
6= 7.38"
Flat
Vert
B§ARING LOC
4
SIZE
8
3 1.3 /4"
3 1/2"
LOC
8-4
SIZE
8
1 3/4"
31/2'
7=.5 1 1/8"
Flat
16'-4"
8"
7-31/4"
31/2
1 1/2"
3"
B§ARING LOC
SIZE
2
24'-6 1/4"
3 1/2"
2
3
3
3
2
S
m
4
q
4
TRUSS to: GEC
OTY: ,
TRUSS ID: GE,D
OTY: 1
TRUSS ID: GRD
QTY: 1,
TRUSS ID: GRE,
QTY: 1
TRUS
ID: GRF
QTY: t
TRUSS ID: GRH
QTY: 1
TRUSS ID: GRI
OTY: 1
SPAN IS-4"
MGT: 7'-0 WV'
SPAN 2-0 "
MGT: V-4 3/16"
SPAN : 23'-6"
HOT: 3-10 3/16"
SPAN 24-8"
MGT. T-10 3/16"
SPAN
i6'-8"
HOT: V-10 3/16"
SPAN T-5"
MGT- 2'-10 3/16"
SPAN 9'-4"
MGT: 1' 10 3/16"
OVERHANG LEFT: V-4'
RIGHT: ,'-4
OVERHANG LEFT: V-4"
RIGHT: 0"
OVERHANG LEFT: 0"
RIGHT: V-4"
OVERHANG LEFT: 1' 4-
RIGHT: 0"
OVER
ANC LEFT: V-4"
RIGHT; 0"
OVERHANG LEFT: 0"
RIGHT; 0"
OVERHANG LEFT: V-4"
RIGHT: ,'-4'
HEEL LEFT: 4 3/16"
RIGHT: 7'-0 3/16"
HEEL 4 3/16"
RIGHT: V-4 3/16"
HEEL LEFT: 4 3/16"
RIGHT: 4 3/16"
HEEL 4 3/16`
RIGHT: 3'-10 3/16"
HEEL
LEFT: 4 3/16"
RIGHT: 4 3/16"
HEEL LEFT: V-4 3/16-
RIGHT; V-4 3/16"
HEEL LEFT: 4 3/16"
RIGHT: 4 3/16"
GRJ
ZONES: N�6RZ9"'�2 TH
i1
6�2H
�t/LEFT:
GRI\
ZONES:Z=HORZB LENGTH
Plates
GR
ZONES: SRZ3'LEN2TH
T
\7t/LEFT:
GR/\
ZONES:M�02R5$-4. NGTH
1
PITCH
G
Y
ZONES YH3RZO"LENGTH
1
PITCH
GRZ
ZONES:MH9RZZ ;�2ClTH
i2=
61 T12
H
ZONES: NE 3RZ81�2qTH
12
6/C2
1
//
F'tH
((aa
l
5'-1"
3=4'-2 1/2"
FI/ot
3-8 1/2
8�12
2
3=3 1//Z
Ffat
a§ARING LOC
4
SIZE
3"
3-9'-2 1J2"
BEARING LOC
Flat
SIZE
BEPRINC LQC
25-2 1/4
SIZE
3 1/2'
BEARING LOC
4
SIZE
8
4= 5'-8"
6/12
Flat
3 7-5"
BEARING LOC
Ffat
SIZE
4= 1'-0'
5-
Vert
7'-4'
4"
8'
1 3/4"
3 1/2
2'-10 1/4"
3 1/2'
S- 24'-2"
Flat
1 '/4"
3 1/2"
1V-O"
Flat
' -
9'-0 3/4"
3 1/2"
B,F,ARING LOC
2 7'-3 1/4"
3 1/2
Bf"ARING LOC
SIZE
SIZE
4' 3/4
a.1/2"
,...
'
2
2
3
4
i
5
TRUSS ID: GR,I
QTY: 2
TRUSS 10: CIjK
OTY: 1
TRUSS ID: CRW
Ott: 2
TRUSS ID: CRX
OTY: 3
I_4'
TRUS
to: GfjY
QTY: 2
TRUSS ID: CRT,
QTY: 1
TRUSS ID: H
OTY: 1
SPAN 11 -3 112"
MGT- 9'-1 3/16"
SPAN 7-8
MGT- 3'-11'
SPAN 9'-2 1/2"
6
MGT: 1'-11 11 /16"
SPAN 25'-4"
HOT-
SPAN
3-0
HOT: V-10 3/16"
SPAN 24-2",
MGT- 4'-11 7/16"
SPAN 7'-5"
MGT: 3'-,Z 7/16"
OVERHANG LEFT: 0
RIGHT: 0"
OVERHANG LEFT: 0"
R,GHT: 0'
OVERHANG LEFT:
RIGHT: 0"
OVERHANG LEFT: 0"
RIGHT: 0"
OVER
ANG LEFT: I'-4"
RIGHT: 0`
OVERHANG LEFffI , -4"
RIGHT: 0"
OVERHANG LEFT: 0"
RIGHT: 0
HEEL LEFT: 5'-10 3/16"
RIGHT: 5'-8 7/16'
HEEL LEFT: S-11"
RIGHT: 3'-11
HEEL LEFT: 4 3/,6-
RIGHT: V-11 11/16"
HEEL LEFT: 1'-4"
RIGHT: 1'-4"
HEEL
LEFT: 4 3/16"
RIGHT: 1'-10 3/16"
HEEL LEF?1 4 3/16°
RIGHT: 2'-10 3/16"
HEEL LEFT: 1'-4 3/16"
RIGHT: 1'-4 3/16"
HMV 4
ZONES:y=H 6RZ.
11 3'-6" 6r12
Ff ! H
H M V6
ZONESa2= 2RZ6.LENCTH
1_ 3-6
PITCH
6(/(12
I
ZONES: k HOR28 LENGTH
11
PITCH
11
ZONES: HOR28"LENGTH
11
6/12"
I ^
I
ZONES: H 3RZ,"LENGTH
7
6/1Z
J C 1
ZONES: k� O:-0"LENGTH
T
5 99/12
J C 3
ZONES:M= 3 Z0,� LENGTH
1
PITCH12
'LENGTH
3_
Vert
2- 4' -8
6 12
2= 4'-8"
6 12
L
2= 4 -0"
6�12
Kt
2- 1'-0"
Flat
2= 3'-0"
I/
F of
3= 1 -9
Vert
1 -9'
4= 8'-0'
Flat
3_ 9'-4"
B€ARING LOC
Fat
SIZE
3_ 9'-4"
Flat
3_ 7'-7"
BEARING
BARING LOC
4
SIZE
8
B§ARING LOC
4
SIZE
8
4= 4'-0"
flol
BEARIN ,40C
SIZE
3
LOC
1 1/2"
SIZE
3
10 1/4"
3 1/2"
2'-10 1/4"
3 1/2'
2
9 ��2'
3"
,'-2 1%2
2
„
a
z
2
4
TRUSS ID: HMV4
QTY: 1
TRUSS ID: HMV6
OTY: ,
TRUSS ID: I
QTY: 2
TRUSS ID: 11
CITY: ,
TRUS
to: 12
QTY: 5
TRUSS ID: JC1
OTY: 18
TRUSS ID: JC3
OTY: 4
SPAN 4'-0'
MGT- V-9"
SPAN 6'-0"
MGT- 1'-�9°
SPAN 9'-4"
V-4"
MGT- 2'-8 �/16"
SPAN 9'-4"
MGT- 2'-8 3/16"
SPAN
7'-7"
MGT- 2'-6 3/16"
SPAN 1'-0"
V-4"
HOT: 10 3/16"
SPAN 3'-0"
MGT: V-10 3/16"
OVERHANG LEFT; 0"
RIGHT: 0"
OVERHANG LEFT: 0"
RIGHT: 0
OVERHANG LEFT:
RIGHT: V-4
OVERHANG LEFT: V-4"
RIGHT: V-4"
OVER
ANG LEFT: 0"
RIGHT: 0'
OVERHANG LEFT:
RIGHT: 0"
OVERHANG LEFT: V-4"
RIGHT: 0"
1-10
HEEL LEFT: 0"
RIGHT: 0"
HEEL LEFT: 0"
RIGHT: 0"
HEEL LEFT: 4 3/16"
RIGHT: 4 3/16"
HEEL LEFT: 4 3/16'
RIGHT: 4 3/16"
MEEL
LEFT: 10 11/16"
RIGHT: 8 3/16"
HEEL LEFT: 4 3/16"
RIGHT: 10 3/16"
HEEL LEFT: 4 3/16"
RIGHT: 3/16"
J C 5
ZONES:,= 6RZ0"LENGTH 611 2
i2.5'-D"
J C 5 A
ZONES:4= 6R20"LENGTH' PITCH
J ^
?l(J
20NES:N H BRZ. LENGTH P61'C,2N
t2=
J E 3
ZONES: Z� 3 ZO"LENGTH PITCH `C2H
(
J
3 3
ZONES: 3RZ3.LENGTN PITCH
J E 3 A
ZGNES:k H3RZ0"LENGTH 61Ti2
12
J E 7
ZONES: H320"LENGTH PITCH
Flot
2_ 5'-O"
Fat
B"
Frl
Fi
, -7"
Frat
2_ 7-0
Frt
BARING LOC
SIZE
B§ARING LOC
4
SIZE
8'
BF�ARING LOC
SIZE
BEARING LOC
SIZE
B§ARING LOC
SIZE
3 i -0"
Vert
Flat
BF�ARING LOC
SIZE
4
8
4
8
1 1/2"
3
4
8
4 1'-5"
4
8
4-10 1/4"
3 1/2"
4'-10 1/4"
3 1/2"
1'-10 1/4"
3 1/2"
2'-10 1/4"
3 1/2"
3'-1 1/4'
3 1/2"
BEARING LOC
SqE
6'_10 1/4"
3 1/2"
2'-10 1/4"
3 1/2"
2
®
4
2
2
® 2
TRUSS ID: JC5
QTY: 3
TRUSS ID: JC5A
OTY: 1
TRUSS ID: JC,6
QTY: 2
TRUSS ID: JE3
QTY: 5
TRU
ID: JE33
QTY: 3
TRUSS ID: JE3A
QTY: 2
TRUSS ID: JE7
QTY: 6
SPAN 5'-0"
OVERHANG LEFT: V-4"
MGT: 2'-10 3/16"
SPAN 5'-0"
MGT- 2'-10 3/16"
RIGHT: 0"
SPAN 8
OVERHANG LEFT: V-4"
MGT: 8 j/l§"
RIGHT: 1
SPAN 3'-0"
OVERHANG ,'-4"
MGT- V-10 3/16"
SPA
OVE
3'-3"
HOT. 1'-11 11/16"
RIGHT:
SPAN 3'-O"
,'-4"
MGT: 2'-10 3/16"
RIGHT: 0"
SPAN 7'-0"
HOT- S-10 3/16"
HEEL LEFT: 4 3/16"
RIGHT: 0"
RICHi: 2'-10 3/i 6"
OVERHANG LEFT: 0"
HEEL LEFT: 4 3/16"
RIGHT: 2'-10 3/16'
HEEL LEFT: 4 3/16'
-4
RIGHT: 8 3/16"
LEFT;
HEEL LEFT: 4 3/16"
RIGHT: 0"
RIGHT: V-10 3/16"
HEEL
ANG LEFT: I'-4"
LEFT: 4 3/16"
0
RIGHT: V-11 11/,6-
OVERHANG LEFT:
HEEL LEFT: 4 3/16"
RIGHT: 2'-10 3/16"
OVERHANG LEFT; 1'-4"
HEEL LEFT: 4 3/16"
RIGHT: 0"
RIGHT: 3'-10 3/16"
J E 7 A
ZONES: HORZ. LENGTH PI�TCH
2� 6"-0" F(at2
J E 7 B
ZONES:Z.04RZO LENGTH PITCH
J E ^
J
ZONES:z=H 6R24,LENGTH 31j ZH
I
J
ZONES: Na Z2 15/116 4�24/1
12- 15/16 Flat
K
3 3
=�E5:z=0R2�'E�8 TM Flai �72
K J 3 A
ZONES:N HORZz �5/G16H 42%12
i2 2'- 0 3/8" Flat
K J 7
ZONES: ks 9R2i0 E3%16; 4�24%1
i2_ 9-10 13/16 Flat
2
3= 6 -4"
1.87/,
3- 6'-4°
1.87/1
3= 8"
(/
Fat
4'-2
BEARING LOC
SIZE
BEARING LOC
SIZE
3= V-O"
Vert
BEARING LOC
SIZE
4= 8"
B§ARING
Flat
4- 8"
8;ARING LOc
Flat
SIZE
B§ARING LOC
4
SIZE
8
1 3//8"
4 1/4"
4.1 6",
4'-4 5/8
11 5 16
3 1y"
4_ 2'_2 9/16"
BEARING LOC
Flat
SIZE
4 15/16" "
5/16
11 5 16'
3 1
LOC
4
6'-10 1/4"
SIZE
8'
3 1/2"
2
4
6'-10 1/4"
M
3 1/2"
6'-10,/4"
31/2"
4'-b 7/16-
3 1/2"
1
2, 1/2"
2 - 0 11 /i 6"
31/2
11 318"
9'-9
2-
3
2
®
®
®
4 I�
2
TRUSS ID: JE7A
QTY: 1
TRUSS ID: JE7B
QTY: 1
TRUSS 10; JE7S
QTY: 10
TRUSS ID: KJ3
QTY: 4
TRUS
ID: KJ33
OTY: 1
TRUSS to: KJ3A
QTY: 2
TRUSS ID: KJ7
QTY: 2
SPAN 7'-0'
OVERHANG LEFT: 1'-4"
HOT: 3'-4 3/16"
SPAN 7'-0"
MGT. 2'-4 3/16-
SPAN 7'-0"
V-4"
HOT: 3'-10 3/16"
SPAN 4'-2 1�/16"
MGT: ,'-,9 7/8"
SPAN
4'-7 1/8'
MGT: V-11 3/8"
SPAN 4'- 15/i6"
MGT: 2'-9 7/8" "
SPAN 9'-10 13/16"
HOT: 3'-9 7/8"
HEEL LEFT: 4 3/16"
RIGHT:. 0"
RIGHT:
OVERHANG LEFT: V-4"
RIGHT: 0"
RIGHT: V-4 5/16"
OVERHANG LEFT:
HEEL
RIGHT: 0
RIGHT:
OVERHANG LEFT: , -7p1 5/8"
RIGHT: 0'
OVER
ANC LEFT: (_10 5/8"
RIGHT: 0
OVERHANG LEF : 0,
2'-9 7/8"
RIGHT: 1'-1QQ 6/8
RIGHT: 3 7/8'
OVERHANG LEFT: V-10 5/8"
RIGHT: 0"
2'-4 5/16"
HEEL LEFT: 4 3/16"
LEFT: 4 3/16"
2'-3 3/16"
HEEL LEFT: 3 7/e"
RIGHT: V-9 7/8"
HEEL
LEFT: 3 7/8"
RIGHT: V-11 3/8"
HEEL LEF 1
HEEL LEFT: 3 7/8"
RIGHT: 3'-9 7/8"
L
ZONES: N�03Z_3 LENGTH B 12
112=
M 1 O
ZONES: HORZ. 4ENGTH SPI�TCH
54
M V2
ZONES: }ENGTH PI CH
�/
M ` '�
ZONES: HOR20LENGTH 6�12
12=
M
ZONES: LENGTH P1T12
12=
M V6 A
ZONES:kH 9R LENGTH Vert
12= 6/12
M ` ,^
ZONES: NH6R,ZOLENGTH PITCH
T2=4'-0 V.
5 1/2"„
Ffat
�/
2= 04
1ert2
-
V
2-0
Vert
3-0
Vert
4-5 1//yy
V l}[J
59�
3= 0 5/i15
Vert
3_ 10'-0'
Flat
3_ 2'-0"
Flat
3_ 4'-0"
Flat
3. 6'-O'
Flat
3= 2'-11
Vert
3-8'-0"
Flat
-2
9�"
4= 4'-5 1 2
Flat
5_ 82"
Fat
BEARING LOC
SIZE
4
TRUSS ID: L
QTY: 2
TRUSS ID: MV10
QTY: 1,
TRUSS 10: MV2
QTY: 4,
TRUSS ID: MV4
QTY: 2,
TRUS
ID: MV6
OTY: 1
TRUSS ID: MV6A
OTY: 1,
TRUSS ID: MV8
OTY: 1,
SPAN IS-3 1,/2",
MGT, 6'-ll 15/16"
SPAN � ,0'-0"
MGT- 5-0
SPAN 2-0
MGT- 1-4 "
SPAN 4'-0"
MGT- 2-0"
SPAN
� 6'-0"
MGT: S-0
SPAN 4-S 1l,2
MGT: 2-11 3/4"
SPAN � 8'-0"
HOT- 4-0"
OVERHANG LEFT: 1 -4
RIGHT: V-4 1/2"
OVERHANG LEFT; 0"
RIGHT: 0'
OVERHANG LEFT: 0"
RIGHT: 0'
OVERHANG LEFT: 0"
RIGHT: 0"
OVER
ANG LEFT: 0"
RIGHT: 0"
OVERHANG LEFT:
RIGHT: 0"
OVERHANG LEFT: 0"
RIGHT: 0"
HEEL LEFT: 4 3/16"
RIGHT: 4'-11 15/16"
HEEL LEFT; 0"
RIGHT: 0'
HEEL LEFT: 0"
RIGHT: 0'
HEEL LEFT: 0"
RIGHT: 0"
HEEL
LEFT: 0'
RIGHT: 0"
°
HEEL LEFT: 0
RIGHT: 0"
HEEL LEFT: 0"
RIGHT: 0"
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF
18' - 24' IN LENGTH
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
The legal description of the property where the trusses will be installed is:
The undersigned acknowledges and agrees:
1. Trusses will be made in strict accordance with this layout, which is the sole authority for
determining successful fabrication of the trusses.
2. All dimensions in this layout have been verified by the undersigned.
3. Unless written notice is provided by certified mail to Chambers Truss within ten (10)
days of delivery the undersigned agrees that no backcharges will be allowed. In the event
such written notice is furnished Chambers Truss shall have three (3) business days in which
to begin repairs required, or to substitute other trusses, at Chambers option.
4. The undersigned acknowledges receipt of "HIB-91" sheet by Truss Plate Institute
5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for
delivery. Chambers Truss has the sole authority to determine the suitability of the job site or
a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery
only. The buyer is responsible for additional delivery expenses if Chambers Truss has to
Y
redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of
trusses. Buyer is responsible to Chambers Truss for towing costs due to site conditions.
6. Price as shown in paragraph 7 below is subject to change if any changes are made in
this layout. A $50 per hour fee for revisions may be charged by Chambers Truss.
7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no
agreement a reasonable price. Invoice will be made on delivery and paid within terms of net
on delivery. Invoice may be made at scheduled date of delivery If buyer cannot accept
delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable
attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service
charge will be added for all sums not paid within terms.
B. Signature or initials anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending credit for this material the undersigned
unconditionally guarantees payment when due of any and all indebtedness owed to
Chambers Truss by any entity receiving material and the undersigned agrees to pay such
indebtedness including attorneys fees, if default in payment for material be made by the
recipient.
10. In the event of any litigation concerning this agreement, the Items furnished hereunder
or payments referred to herein, the parties agree that the sole venue for any such action will
be Saint Lucie County, Florida.
DATED
SIGNED
FOR TITLE
A spreader bar maybe required as per "HIB•a1"to prevent injury & damage.
Multiple ply trusses must be fastened together per engineering
before they are set, failure to do so can result in roof collapse.
Temporary and permanent bracing are required and can save life
and property and is the responsibility of the truss erector.
.w
Study the contents of the information packet included on
delivery before setting trusses.
Tnlsses must be set and braced per design to prevent injury & darnage.
Trusses must be set plumb and square
Do not set bunks or stack of plywood, roofing material ct' any
other concentrated loads on trusses, this can cause collapse
DO NOT SET TRUSSES USING THIS LAYC)UT
USE LAYOUT DELIVERED WITH TRUSSES TO SETT•RUSS:S
CHAMBERS TRUSS IN
I
�w11110JIUPWir�'��-'-tee. may.,.
3105 Oleander Avenue
Fort Pierce, Florida 34982-6423
800-551-5932
Fort Pierce .561-465-2012, Fax 561-465-8711
Vero Beach 561-569-2012 Stuart 561-286-3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
HAOMFORMMONTLAY.00C 1017M
21 5/21 4 LOADING/DESIGN CRITERIA REDUCIBLE
DESIGN CRITERIA SBC
PER CODE SUCH AS 1203.6.1
County
SAINT LUCIE
Building Department
FORT PIERCE
Wind Design Criteria
ASCE 7-93
Roofing Material
Shingle or Shake
Loading in PSF
Roof R.D.L.
Top Chord Live
20
Top Chord Dead
7 7
Bottom Chord Live
0
Bottom Chord Dead
10 5
TOTAL Load
37 12
Duration Factor
1.25
Wind Speed
110mph
Z Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Sheeting by builder.
C.B.=Continuous Bracing
Highest Mean Height
14'-2"
Building Type
ENCLOSED
Building Category
I: Non Restrictive
Exposure Category
C: NON -COASTAL
Miles from Ocean
10
R.D.L.=Restraining Dead Load
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
TRUSS SHAPES NOT TO SCALE
Chambers Truss Inc. Drawing Name: 44881
Scale: 1/4 = 1'
MI 4: DHC ACAD: DHC Reviewed By:
Date: 12/05/99
FOR
PECK CONSTRUCTION
DESCRIPTION:
JOHNSON RESIDENCE
PAGE 2 of 2 CUSTOMER INITIALS EACH PAGE
44881
10'-I" AF.F. \\\� RAISED STUCCO
-4 11
9�9'-1" AFF. -- — — - �(� 7
4„
+a _
nono 01Lu
- - - - - - - - - -- STUCCO
FRONT ELEVATION
SCALE: 1/4" - I'-0" /\
12'-I" AFF.
8'-1" AF.F.
of -Oil FF.
OL
12'-I" A.FF.
10'-I" AFF.
9' I" AFF.
614, AFF-�
sm
U- r— 5TUGGO-- I _ .
I _
i 0'-011 FF.
RIGHT ELEVATION 12
SCALE: 1/4" = 1'-0" r-
• I /
12
- r f
�..J imiix
' I 12'-I" AF.F.
8' I" A.FF.
0'-0" FF.
-411 --
�g
G
- I
LEFT ELEVATION
SCALE: 1/4" = I'-0"
12
r
61 �\
2-0"I
/ FIxED rL. 6' x IS"—
REAR ELEVATION
ALE 1/4" = 1'-0"
y
r
Old" AFF-_
0'-011 FF.
M
""
c-
UNIVERSITY PARK GR
i
F3ECIC
CONS FkUCTION
BLULINE
DESIGNS
1541 PORT ST. LUCIE BLVD.
PORT ST. LUCIE FL 34952
For:
JOHNSON RES.
Drawn by: G KOF'AN I
Date: 91116 /95
Scale_ AS NOTED
Job No! eO-19C8
Revised: 4/11/96
I1/11/99
11/22/99
WCAP
I:
PLUMBING RISER
N.T.S.
OUT
FR.
I
I I
I i
I
r— — — — — -- — — — — — — — — — — — — j I
I I
I I
I ! I
i I I
I 1
I 1
_ I I
I
I
I
\ _ 14" X 16" MONO. FTG. j
I
W/ 2 05 0 BARS CONT, 14" X 16" MONO. FTG.
W/ 2 'S 0 BARS CONT,
I C. PORCN
�. RECESS 4" t SLOPE
i I
I I
SEE FLOOR PLAN FOR
`--v---------------------------- VERTICAL STEEL
. I
I I
I
I I
4" CONC. SLAB MIN, 2500 PSI Wl 6X6 10/10
WELDED WIRE MESH OR FIBER MESH OVER VAPOR BARRIER (2) r5 o BARS
OVER CLEAN COMPACTED TERMITE TREATED FILL
I
r—� -- --
I
14 " X 16" MONO. FTG. 5'•0" 1.
W/ 2 05 0 BARS CONT. VERIFY FINISH FLOOR ELEVATION �~ I
THICKENED SLAB �� - - - - - -
4 1 " I�
-- -- 2 Dx5LxI8W
------------- W/2 5+
i 2? ¢5 BARS <I_o°--I
I I I 1 I I
I I I
I
I I 14" X 16" MONO. FTG. I I I
r- W/ 2 05 0 BARS CONT. I I
I I I I
RECESS SHOWER ' i rj I - - - - - - - - - - - - - - - - - - - - - --------14" X 16" MONb. FTG.�--- --� � W; 2'5 0 BAf�S CONT. I
ENTRY
JI
n-� a RECESS 4" GARAGE
_ - I RECESS 4" e SLOPE
^� 24' X 24" X 12" THICK
-- - CONC. PAD W/ 3 05 0
BARS EACH WAY
RECESS FOR OHD
-- - -- - - -
-------------
I.
ev
I .8"
FOUNDATION PL/1
/ -
C
UNIVERSITY PARK GR
,4" THICK CONC. PAD
500 PSI FOR A/C EQUIP.
a
�eCIC
CONSTRUCTION
BL_UL.INE
DESIGNS
1541 PORT ST. LUCIE BLVD.
For:
JOHNSON RES.
Drawn by: GKOPANI
Date:
Scale: AS NOTED
Job Na 98-1908
Revised: 41'11/96
II`fi/99
11/23/99
3OF5
_0
I
l—
Os D.
OS.D.
GFi/I1X' \
W J Pi oo� �� I I _
DW —
I / OI D.
O RO P
EF m D
�m
Odt \ 6fI
HEAT -UN
—IT
PANEL
I_ o U ITWHI
vv
[-ll GARAGE DOOR OPE-NtR57U
i
I
ELECTRICAL PLAN
SCALE 1/4" - f-E"
�9 A/C COMPRE55OR I
L 3-3/0 CU IN 2" C.
z
200
0
OM ---- ---
Al IF
0
PANEL
T MAIN D6C.
NO. 4 CU. WIRE TO 5/8 D I AXES'
l CU. GRND ROD IN 1/2" PVC 51 EEVE
` ,2" RIGID U.G. 5ERACE F.P.L.
ALL LOAD DETERMINATIONS $ INSTALLATION
BY A LICENSED ELECTRICAL CONTRACTOR PER N.E.C.
ELECTRICAL RISER
Nis
CAU T5
DESCRIPTION
VOLTS
AMPS
WATTS
REMARKS
1 t 2
AHU
240
(00
12,000
3 t 4
WATER HEATER
240
30
5,000
5 d 6
RANGE -OVEN
240
60
12,000
1 d 8
HOT TUB
240
30
5,000
OPTIONAL
9 d 10
POOL EQUIP
240
40
10000
OPTIONAL
II d 12
DRYER
240
30
5,000
13 4 14
SPARE
240
30
3,000
15
LIVING ROOM
120
20
1,500
16
FAMILY ROOM
120
20
1,500
Il
KITCHEN
120
20
2,000
18
MASTER BEDROOM
120
20
1,000
19
BEDROOMS
120
20
1)000
20
BATHROOMS
120
20
1,000
GF1
21
DINING ROOM
120
20
1,0D0
22
GARAGE/PORCH
120
20
1,000
CIF
23
SPARE
120
20
1000
24
SPARE
120
20
1,000
o /o Orr•. rrq
i � ' rI O O a • // •. . O //
64,000 WATTS
34,600 , 240 = 144.1(o AMP5,
200 AMP ELEC SCHEDULE
')ETECT(
SACK-U
�,.REAS AP
RED S01
Y t)ETi
F3ecic ---
CONSTRUCTION
UNIVERSITY PARK GR
BLULINE
DESIGNS
1541 PORT ST. LUCIE BLVD.
:T S��FL 34952
For:
JOHNSON RES.
Drawn by: G. KOPANI
Date 4/1/96
Scale 45 NOTED
Job No: 6EE PLAN
Revised 4/11/96
ll/ll/99
II/24/99
O
4 OF 5
TRUSS TYP.
STRAP • EA TRUE
SEE CONN, SCt4ED,
L-SP4 6-Od
®EACH STUD
\ STRAP
C520 OR EQUIV.
GUT TO LENGTH
8-10d TO STUDS
j EA. END- 1 5TRAP
STUD a 16" O.C. E.A. FACE.
DETAIL"- TYP. KNEE WALL TO FRAME
SCALE: 1/2" 1'-0"
TRUSS TYP.
STRAP A EA. TRUSS
SEE CONN. 5GHED.
- SP4 ro-10d
®EACH STUD
ETA20 EA STUD I6" O.G.
STUD ---/
4-106 TO STUD
DETAIL' TYP.KNE'c
ATTACH TRUSS TAILS V HUGHES HCDP
OR SIMPSON 142S AS APPROPRIATE
FOR WALL STABILITY (NON -UPLIFT) —
3/I6" x 4" II.CNG TAPCOW
TO GONC TE 15" OC. JAX -
2x DOUBLE TOP PLATE
O�
._ L_.. 2x STUD • 160 O. . W/' WUsWFS
TPxx 5 SF 4 AS
EA SIUD
IA TP AN D BOTTOM
Ir2" CD PLYWOOD
2x P.T BOT. PI ATE
1R" DIA EXPANSION BOLTS W, WASHERS
AS REQ 3?" OC W16" EMBEDMENT
32" Of
GARAGE DOOR BUCK
SCALE 1/2"= I'-0"
205 HOOKS TO VERT.
FROM EACH HORIZ.
BEAM -. ---- —
EXTEND HORIZ BARS
PAST VERT.
•a
'
POURED CELL
W/1 05 BAR
CONT. FROM
SEAM TO
FOOTING
DETAIL: STEP DOU1N TIE BEAM
SCALE 1/2 I'-/D"
NAIL DECKING TO GABLE TRUSS
6" O.C.
`-- ---- 2x6 BLK'S UJ (4)-16d BACK NAILS
EA END 4 (8) !rod TO BRACE
"T" BRACE o
6'-0" O.C. -
s�\fit`
.6
BRACE TO TIE BEAM -
6IMP50N ETA 22. GABLE TO
TIE BEAM W/ SIMPSON ETA II
14 * 4'-0" O.C.
SEE OTHER SECTIONS II
FOR ADDITIONAL INFO.
SECTION: AT GABLE END
SCALE: 3/4"=I'-0"
4"5 CONT. AROUND COMER W/5TAND. 05
HOOKS, TIE STEEL IN OVERLAP SEGMENTS
l /
z" PLYWOOD
GLASS
•GLASS TO GLASS SEALED W/ SILICONE CAULK
GLASS TO TRACK
USE APPROVED TRACK
TRACK TO BLOCK W1114" 3" EMB
TAPCONS • 18" O.G.
R
j 1/4" ANNEALED GLASS
II/2,
,1050 SASH (SEE DET.)
- Ix2 PT WD BUCK
BLOCK WALL
$ASH AND CONNECTION
DETAIL: BUTTED GLASS WINDOW
SCALE: 1/2'-
0
•
SEE CONN. SCHEDULE
DBL. 2"xl2" HEADER W/ -
1/2" CDX PLYWOOD FLITCH
NAILED W/12d NAILS 12" - D15L. 2"x4" TOP PLATE
O.C. 3 ROWS CONNECT EVERY OTHER
4 WD STUDS STCD TO TOP AND BCTTC^
2x
o 4 O.G. \ PLATE WITH HUGHES TP4
EQUIVALENT OR BETTER
STRAP, W/6-Imd NAILS PER
STRAP,
12" W x 8" D MONO. FTG. -
W/ 2w5 BARS CONT.
2"x4" P.T. BOTTOM PLATE
1/2" x 8" x 6" "J" BOLT W/ 2 .
x 1/8" WASHER TYP. • 48" O.G.
.- Tom. -.-. ..-T-••-•------
.—I I 1 r 1,, a ,� V• e a —I
1I-
DETAIL= INTER,,tk bFxA+<Ii w.:_
SCALE- 1/2"•1'-0"
-- — —
ROOF MW
— — — — \
(�
0
J
0
— —/D ---
-- — — —ll— —
RIDGE
O
---
------�J--
C>
U
J ---2 -
C) ad • 6" O.G. U 8d • 4" O.G.
ROOF SHEATHING
NAILING ZONES
SCALE: NTS
I• I/2" 'T' NAIL8 . 12" OC.---- WALL ( EXTERIOR SIDE)
\\ VARIES
WINpOW (SPEC. AS PER MANUFJ L---- I x 2 P.T. BUCK
WINDOW BUCK DETAIL-.
SCALE: 1/2' - I'-0"
2!12' 0 0 TAPCON 5CREW5 ---- -- WALL(ExTEriN.^R $ DE;
• 18" OC. \
\ — VARIE5—I
T`� ❑ 0 O O Of-�
/
E)<T DOOR (SPEC AS PER MANIF) _
/
DOOR BUCK DETAIL
SCALE: IQ" - 1'-0"
WALL (EXTERIOR SIDE)
WD DR TRIM (PT)
/
— I x 2 PT JAMB PLATE
--WEDGE BOLT
2'xb' PT WD JAMB PLATE ANCHORED TO MAS W/ 1/2" x 6"
WEDGE BOLTS 3 EACH SIDE EQUALLY SPACED
GARAGE DOOR JAMB DETAIL
SCALE: IRE" - 1'-0'
I
i
HINGES FASTENED WA45/6" -•�- --
SHEET METAL 6CREWS.
CENTER NINGE5, 4 5CREW6 REQUIRED.
END HINGES, 4 SCREWS REQUIRED.
------------------....--------..._--------------_.-----._.._..----Nil
7" TALL. 20 GUAGE GALVANIZED STEEL REINF.
U-BAR (2) ROUND PER SECTIONI,
FASTENED W/44x5/81SHEET METAL SCREWS,
(2) SCREWS REQURED PER STILE.
BOTTOM ROLLER BRACKET
FASTENED WM45/8" SHEET METAL SCREWS
3Tg' IXA5S BLOCK REINFORCEMENT SCHEDULE (ASCE J_W END ZONE)
WIDTHNG
STEEL REQUIRED
LADDER TYPE RERF
CCNN. TO ANCHORS TO STRUCT,(24" OC. VERT)
SEE DETAIL 'A"
CONCRETE
WOOD
STEEL
MASONRY
HILTI TYPE 'DIN' PttpR.
ACT. FASTENER 11/8"" E'EN
2 FASTENERS
90 WOOD
SCREWS x I l ' FEN
2 $CRE K
2 SCR£U13 -
HILTI TYPE fDN' PAC)R
ACT. FAST OR EQUAL
FA5TEPERB
I FASTENER5
�,' T4F"(,QN SCREW
1 N' PEN.
SGREyRi _
I SCREWS
UP To V 4"
MED.'4.24' OC.
UP TO 5'-8' _
STD. 04 • S' O.G
_
2 FASTENERS
_ 4'-0"
STD, W • W' OC.
2 FASTENERS
1 SCREWS
I FASTENERS
SCREWS
LESS
STD. V • 2!' OC.
2 FASTENERS
2 5Cki1lL5 ---
---- I FASTENERS
I SCREWS --
ANCHOR SHALL BE 16 GA x 2" WIDE
0000 GALVATED METAL STRIPS
(LAP 6- u/ NORMAL REINFORCING)
vERTICAL SPACIIG . 24' (SEE SCHEDULE
FOR GONNECTION5)
\� MORTAR
CONT HORIZONTAL REINF W_FMENT
(6" MIN LAP AS REQT) I SEE 6CWFDULE
FOR SIZE AND vERTICAL SPACING
PRE ENGINEERED WOOD -- --
TRUSSES • 24" o.G.
FIBERGLASS A5PHALT SHINGLES OVER
15f FELT (TIN TAGGED) OVER 1/2"
PLYWOOD SHEATHING UYCLUP'S
(SEE ROOF NAILING PATTERN DETAIL)
ALUMINUM DRIP
2"x4" SUB FASCIA -�
ALUMINUM FASCIA %
VENTED ALUMINUM S-'Fr!T
12
6
1/2" DRYWALL
DETAIL: GL. BLOCK CONNECTION
NOT TO SCALE
R-19 INSULATION
HURRICANE STRAP
• EACH TRUSS
S(MPSON MT612
(2) SIMP50N ETA 14
8"A2" CONC. TIE BEAM
W/4 9 f BARS. CONT.
(MIN 3000 P510
8"x8"xI6" GONG. BLOCKS
1"x2" PT FURRING STRIPS
• 16" O.G.
3/4" RIGID INSULATION
1/2" GYPSUM DRYWALL
WOOD BASE
MIN. 4" THICK CONCRETE SLAB
III - (2500 P60 W/ FIBER MESH OVER
6 MIL VAPOR BARRIER, OVER
FINISH C,RADE ------ COMPACTED TERMITE TREATED
1 FILL -
l
t@01--r
x'� A=14"xI6" MONO FTG.
W11 a" REBARS CCNT.
ON CHAIRS W/ CORNER
BENDS
TYPICAL WALL SECTION
SCALE: 3/4" ®I' -O"
GENERAL NOTES
I. CONSTRUCTION SHALL FOLLOW "STANDARD BUILDIM'a CODE" AS ADOPTED BY THE Crx�TY ANp AS APftlCABL
TO THE AREA IN WHICH THE BUILDING 15 TO BE CONSTRUCTED WITH ALL APPLICABLE AM9ETtpMENTS
2, THE CONTRACTOR SUBCONTRACTOR SUPPLIER ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE. PLAN:
SPECIFICATIONS, ETC.
3. ALL WRITTEN DIMENSIONS ON THESE DRAUANG6 TAKE PRECEDENCE OvER SCALED DMEM°ms.
4. STRUCTURAL FEATURES NOT DETAILED ON THESE PI-AN5 WILL BE ADDRE56ED BY THE ENGINEER AS CONSTRUGTIC
PROGRESSES.
STRUCTURAL NOTES.
I. DESIGN LAD.5
ROOF (DL • LL) • 41 F8F
WIND VELOCITY . NO MPH STRUUCTUIRE
TRUSS MEAN HEIGHT . 15 FT. ABOVE GRADE
2. 501L HEARTNG CAPAGTY: 25m0 PSF
3. ALL STRUCTURAL CONCRETE AND GROUT SHALL HAVE A MINIMUM C0MFRE551VE ETRENGHT OF 3OW PSI • 30 DAY!
4. 6LAI3,FO0TW%5 TO BE CONCRETE WITH MINR'Nl`I 2500 PSI COI"rRES6IVE 5TREN'.44T AT 28 DAYS, SEE PLAN5 FOR SIZ
AND STEEL REQUIKMENT6.
5. MINnV GRNCRETE FROIECTION FOR WNFORGNG BARB: FOOTINGS: 3" BEAM15: I IR" SUSPENDED SLABS:
b. LAP ALL REINFORCNC, STEEL A MINIMUM OF 48 EAR DIAMIETER5.
1. ALL STANDARV LUMBER SHALL BE SFF �J, W 5, OR STUD GRAVE WITH A MINIMUM FB • 1200 P5I, OR SETTEE
8. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE FRE85URE TREATED.
5. 5FtITtING OR CRACKING OF 5TR.ICTURAL COMPONENTS DUE TO NSTALLATION OF HARDWARE I$ NOT PERMITTEL
0 WL,ESS OTHERWISE NOTED, THE INSTALLATION OF 6PE-FIED HARDWARE SHALL CON OR'1 TO THE MANLFAGNRER
INSTRUCTIONS AND STANDARD PRACTICE
II, BEARING POINTS OF HEADERS, GIRDERS AND BEAMS SHALL HAVE VERTICAL SUPPORT 5UFFICIENT TO SLIP"
LOADS AND SHALL BE PROPERLY ANCHORED FOR UPLIFT AS WILL BE NOTED, UNLESS OTHERWSE NOTED FOI
FRAME CONSTRICTION, PROVIDE AN EQUAL 4 -BER OF VERTICAL STUDS AS PLIES OF THE BEAFW, MEMBER WI4E
THE MEARNG MEMBER I6 2 OR MORE pUE6.
12, ROOF SHEATHING TO BE NAILED WITH 10d GW OR 8d GALV. NAILS OR EQUAL 6' CC, E N F IN ZCNE6 I A 2, AND 4" 0.
E , F IN ZONE 3.
13. UNLESS OTHERWISE N071=D FOR EXTERIOR WALLS, EXTERIOR PLI WOOD 51-EATHING AND INTERIOR DRYWALL 15 TO IN
NAILED WITH 10d OR BETTER NAILS 6" O C FDGF-S AND 8" OC, FIFLp OR SCREWED WITH DRYWALL 5CFS)6 I
LONG AND 0131 INCHES DIAMETER
14. ATTACH WINDOW AND DOOR BUCKS WITH 3 - 3/16' BY 3 I/4" 2 1/4 EMBEDOMENT LAG SCREWS EQUALLY SPACE
WITH LAG SCREWS. DOOR BUCKS SAME AS WND016 EXCEPT SPACE AT IS" OC- ATTACH GARAGE DOOR BUCKS t
IRY x 6' EMS, WEDGE 5OLT5. 3 EACH SIDE EQUALLY SPACED
15. FOR RIDGE VENT INSTALLATIONS BLOCK WITH 2 x 4 ^, W OR BETTER BETWEEN TOP CHORDS OF TRUSSES ALONG THi
EDGE OF THE PW DIRECTLY BELOW THE VENT. (MARTIN CO.ONLY).
16 FOR FRAME SEGMENT TO MASONRY SEGMENT CONNECTIONS USE P.T. VERTICAL SECURED TO MASONRY IUITH 3/I6
DIAMETER LAG SCREWS 3/4" EMBEDMENT to 30M PSI CONICRETE MIN"" Ia" O.G..
I TRUSS CONNECTION5.
NON CJ• OR Ed, TRI&ES
TO WOOD. S-M5T418 14-10d NAILS
TO MASONRY: 5 -ETA20 a-Od N41LS
OR TC6 AS APPLICABLE
CJ• OR Ed, TRU85ES
SAME CONNECTORS AS NON CJ' TRY6ES EXCEPT NAIL AS FOLLOWS
USE 8.10d FOR M5TA18 AND 4.10d FOR ETA20 OR FM AS APPLICABLE,
2 FOR POSTS:
BASE: 5-ABU44 DIA. 5/8 BOLT EMBED 6' MN 12-Ibd NAILS.
HDR5 (TTPA 2-5-M5TA18 EACH AND 14-06 PER STRAP LION OR 26-ETA20 EACH END 8-od PER STRAP UON AS
APPROPRIATE
UCN UNLESS OTHERWISE NOTED ON FLOOR PLAN
USE I IP-" 10d NAILS.
EQUAL W15ER OF NAILS EACH END OF MSTA18 AS APLICABLE
TE. TRUSS ENGINEERING
PM PFR MAN FACTURER
' TCS. TRU55 COMPANY 5UPPUED.
NO CRACKING OR SPLITTING DUE TO NAILING PERMITTED.
H - 4WHE8, 5 - SIMF'SON
200 LB. MINIMUM LOAD APPLIED.
CN EQUAL HARDWft PERMITTED T4kkr_HOUT.
SEE LAYOUT AID FIGURES FOR BEARD LOCATIONS
ATTACH VALLEYS AND PIGGY BACKS PER TRUSS COMPANY DETAILS.
ENGINEERED BEAMS TO BE SECURED AT EACH DO WITH APPROVED
CONNECTOR5,
STRUCTURAL AND ENGINEERING NOTES
� ecic
CONSTRUCTION
BLULINE
DESIGNS
1541 PORT ST. LUCE BLVD.
PORT ST. LUM FL 34M2
For
M/M JOHNSON
Drawn by: Gm
Date: 8/15/99
SCale: AS NOTED
Job No:
Revised
ra1Ria.
UNIVERSITY PASRK G.R.
5OF5