Permit 1490 Linkside Dr (vault folder) ADDRESS-
BUILDING PERMIT NUMBER
INSPECTIONS : FOOTING
UNDER SLAB PLUMBING
SLAB q- '2o -
FRAMING 5�1 3
COVER-UP- --9-3
/19 :9
INSULATION f -
FINAL 13UILDING 1�2- - / -7-9
CERTIFICATE OF OCCUPANCY
ELECTRICAL PERMIT
INSPECTIONS ROUGH
FINAL 93
MECHANICAL PERMIT #
PLUMBING PERMIT #
NOTES:
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX. 247-5077
PERMIT INIPQRMATIO LOCATION-INFORMATION
ermit Number: 23435 1490 LINK;:51Utz UKIVt
Permit Type: WELL ATLANTIC BEACH, FLORIDA 32233
Class of Work- NEW Township: 0 Range: 0 Book:
E N
N 0 E
IT I V
e N�be234, 3RIDA 32233
rmit um r 7
y L 0
permit T - WEL k.
Cl rk W
ass of Wo - NE
P p s SI L Lot(s):157 Block: Section:0
roposed Use: SINGLE FAMILY Subdivision: SELVA LINKSIDE
Square Feet:
E t V lu Parcel Number:
st. Value: OWNER INFORMATION
Improv. Cost: -Name- DIANE H. WATSON
Date issued: 2/07/2002 Address: 1490 LINKSIDE DRIVE
Total Fees: 10.00 ATLANTIC BEACH, FLORIDA 32233
Amount Paid: 10.00
!! ..ophQ -J904)296-4551
__4e
Date Paid: 2/07/2002
Tin
Work Desc: SHALLOW WELL F
N FEES
CONI S 10.00
RAY PRUI HALLOW WEL
V
?
j�
ION
IEVE ECT
NOTICE $.P
BLIC SPACE,AND
MUST NOT
BUILDING MATERIAL 8 FROM THIS WOR
ULE OW,�ACTORO
�..e T
AY
MUST BE CLEARED Up
LT IN THE
"FAILURE TO COMPLY
PROPERTY OWNER PAYI
ATION
RMIT AND SUBJECT TO REVOCATION
ISSUED ACCORDING TO APPROVED P
FOR VIOLATION OF APPLICABLE PROVISION
Date: 2/117/82 91 Receipt: %932415
ATLANTIC BEACH BUILDING DEPT. CASH
EYE sio.no
AP-M=CN FOR WEL PERUT
OF ATLAWIC BEAM
MPEM MER
ay Fhcne3'��-3�1
Addressc-\4 "'\O
APPLICAN7, IF C= THAN CWNER
Name:
Day Ph=L-
Address,. b-z��
JOB
Address or Location:
Lpgal Description:
Is well to be used for drinking purposes?
Any person, individual, corporation or other entity receiving a pe=d-t as
provided in Section 22-40 of the AtLmH c Beach Code, and who plais to use
water from the pe=dtted well for drir&ing purposes, ralst first obtain a
bacteriological test report from the State of Florida Health Depart t,
furnishing a certified copy thereof to the building departnent of the City of
Atlzmtic Beach. A certificate of occupancy will not be issued until said
report is on file with the building departnent.
Department Notes:
agree to camly with regulations stated herein:
C)
Sign9cure Dace/
.3044 13465
DvPARTMENTOFBU1IL01"1�
C
C BE H:
CITY OF ATLANTI
LOCATIOW INFORMATION
Address: 1490 LIUSIDE DRI z
J3465
ATLANTIC BEACH,, �IVLOR I DA 32233
m SIDIIM:
Per it Tj pe ------
class of W k-.-ALMATION, DE6CRIPTIOW
Conj%t r 'NOOD VRA14Z Blo�dk Lot*. 157 TwP
RT19
' Proposed U$e, :,SIN0LZ rAmrLY " Section: 01 Sijbd: 0
Suhdivl sl on:SELVA LINKS1DE
irel I invt:
Est. val�ue.- 0.1010
.00
jmprov.. cost: 050
Total, Ve
NQr
APPLICATION PER$
ION
25-00
PERMIT
A 4r
RIVE OF
44,
C
AT 10,
N*me, CX E
P.
Add] IVE
ei.-- 620, so IN6
JAM-SON
N.
:9 Elp
.............. -----
L
J
NOTES:, ,
0 FOOTINGS MUST BE INSPECTED BEFORE POUAING,
METE FORMSAN
NOTICE,' ALLCONC,
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
D IN PUBLIC,SPACE!,'AND MUST BE
SAALDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACE
OR OWNER
EARED UP AND HAtkE6 AWAY,'B.Y EITHER,CONTRACTOR
WTO: V, THEM I ECHANICS' LIE,N.LAWri ,,WRV,19uLT.,IN
�"FAILU OCIMPLY�' ITH
E
L _,,Mi,r AE
WN TWI FbRSUI 61NG,� '-V
PAYING !D
CE
FoRr
-F ARE PART OFTHI$1 PER,MtT�.AND SUBJECT TO REVOCATION
SUED CORDING'TO"APPROVED �,L,ANS.WHICH
ROVISIONS OF LAW'
ION OF APPLICABLE,P
qui 3/46/
793
ATLANTIC BEACH,,BUILDINQ DEPARTMENT
day
m W,
CITY OF
?ROPERTY OE:SCRrPTIOH *144aee. Fead - �7(aTaa
716OCEAN BOULEVARD
.ot -Block #-------Section 0-------- P.0.BOX 25
ATLANTIC BEACII.FLORMA 32233
;u bd i v i a ion I ---—-— TELEPHONE 0�041204J95
;treet It DESCRIPTION OF WORK
sr Addre:" 149
as r
If in a FLOOD HAZARD
*lood Zones-------------area complete page 3. Brief
Description
Class of Works
(New/RamodelZAddition)----
:ONING INFORMATION
Type of
Conatructlonj._P�
6 C)�L n,I L i tj�
:oning Proposed 0-9
tintrict 3 Estimated Value *_AQkQ------------
:xceptions or Matorialss-.L2 —--------------
arianc&s Granted*
Solid or
Flllwd
Grounds___________Roo13-----------
OWNER xxroRHATION
Method of Hastings----------------
Property Ovners__I�La�_qis o'. g,n -----—- Phones--------------
"ailing
Address- C) r
Pvi-Nc- 1, c 6e:c,C Z I p 1
CONTRACTOR INFORMATION
Contractor a-_L,2
-------- Phone I
Mailing
Address a
Zips---- -------
xpiration
License Numbers---aL-m as-----------——---- --
I mmeny cenriry THAT I NAV9 *CAD AND CXAMINCO THIS APPLICATION AND KNOW TNC SAMC TO SC TRUT
AND COMMV7. ALL 1PROVIBIONS Or rI* LAWA AND ORDINAMCCS OOVCRNIHO THIS TTPC 00P wO*X WILL 2C
comrsito wim wucTuen xreezrico, mgmazu an HOT. Toe anA"rzs#a or A ressirr oocs nor P*c-,unc To
OIVC AUTHORITY TO VIOLATC 04 CAUC= TUC PROVIIISONS Or ANT rCDCNAL. STATC Olt LOCAL RULtS.
ZKCUtORNO TUC OOVC*UtNO Or ConSTRUCrION OR THC
XCOULATIONS. ONOtNAMCM ON LAWS Iff ANT MANNC*,
PCNPONNAHICC or CONSTRUCTION Opp TUC PwOJC1CT. I UH"TA�O TRAT TNC ISSU4NCC Of ?"IS PERRI-T IS
CONACCT AND THAT TUC PLANS AND SUPrORTIPG
comrswoemr upon vue Awave tHrONNATION 1991HO TRUC A;
DATA NAVC 9CCH ON SNAM 89 P*OVXDM AN REWIRED-
A
Ovner Signature .. .... Date_
Contractor --------Date-
It
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
-5826
INSPECTION PHONE LINE 247
Application Number . . . . . 08-00001067 Date 8/05/08
Property Address . . . . . . 1490 LINKSIDE DR
Application type description PLUMBING ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
----------------------------------------------------------------------------
Application desc
1 fixture
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
WATSON, DIANE DAVID GRAY PLUMBING INC.
8850 CORPORATE SQUARE CT.
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216
(904) 744-7255
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee . . . . 42 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 2/01/09
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 42 . 00 42 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 42 . 00 42 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
PLUMBING PERMIT APPLICATION
Uate:
Property Address:
Owner: tl)vf A. Telephone
):r.
Telephone#:
Contractor: David Gray Plumbing, Inc. -5--
8850 Corporate Square Uourt
Contractor Address: Jacksonvi-fle,Florida 3,2216 Fax
Contractor Si-nature: :� "—A� CFC 022586
zn
In consideration of permit given for doing the work as described in the above statement we hereby a're?V perform said work in
accordance with the attached plans and specifications which are a Part hereof and in accordance with the City of Atlantic Beach
ordinance and standards of good practice listed therein.
Installation of plumbing and fh=res must be in accordance with the most reccnt edition of the Southern Standard Plumbing
Code.
Plumbina Type: If other construction is being done on this building oT site,
New list-the building pennit.number:
P, P,
'j- 1pe
Number of Fixtures.
Bath Tubs Showers
Closets Shower Pans
Dishwashers Sinks
Disposals -Urinals
Floor Drains Washing Machine
La-vatory Water
Sewer Water Heaters
SDrilllder SySteTn Other
Fees
Permit Issuing Fee: $35.00
Total Fixtures: 4 X $7.00 + $35.00
800 Seminole Road -Atlantic Beach, Florida 32233-5445
Phone: (904) 247-5800 - Fax: (904) 247-584.5 - http:ifwww.ci.atlantic-beach.ft.us
Revised 1/04
OAVID GRAY PLUMBING
05 08 10,06a
CITY OF ATLANTIC BEACH
-G PERMIT APPLICA71"10N
PLUMBn,
Date:
F2�Mr
Property Address: pr 2,et
Owner- ?_Z'_Aw'V A/ Telephone#:
.o
Contractor: 0-avid Gray Plumbing, Inc- Telephone 4: 7".z44-7x5:5-
8M Corporate Squar—e-Court
Contractor Address: Jacksonvii1e,Florida 32216 Fax
Contractor Signature: CFC 0223815
In consideration of pe-mit given for doing the work as des=rTbed-in t* aboye mate-nicut,wt tertby 00 pm-brms,id work-in
accordance with the attached pl=s.aod specifications VAich am a p�;hcmof and in accordance-vnth the City C:'AJ&afic Beach
ordinanct and standards of.good Draczice listed thertin.
InsfaUatim of phunbing and fixtures must be in accordance-wft the--nest mcent editon of tbe Scuthcu Standard Plumbing
-Code.
Plumbing Type: If othu consiuction is being done on tlds buBding or site,
C3 New list the buildizg permit.uumber;
a/ p1r._P
Number of Fixtures:
Bath Tubs Showers
Closets Shower Pans
Dishvmshers S inks
Disposals Umlals
Floor Drains Was1hing Mlachme
Lavatory water
Sewer 'Water Heaters
Sprinklerr System Other
Fees.
Permit Issuing,Fee: S35.00
Total Fixtures: X S7.00 + $335.00
SM Senfinole Road- Atlantic Beach,Florida 32233-5445
Phone: (904) 247-5800. Fax. (904)247-5B45 - http:tfwww.ci.e"'antic-beac,'I.ft-L-S
Revised VO4
MAP SHOWING BOUNDARY SURVEY OF
LOT BLOCK a" AS SHOWN ON MAP OF
,.f. e-Z 169 -ZIA4ewflVer 41AI17- Z
AS RECORDED IN PLAT BOOK 47 PAGES AW"& OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA.
FOR: 495k/A" W5414tff - I
NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT.
A4p , - - QQ Lv)
JAN 0 6 1994
Building and Zoning
RA.e7- 1-07-1, -%FC-r1,PV /7, X0.*VA1-fA'1,' Z J;PV401
X4A14S4f Z-1 AF,4-Fr
X1.
J.'WO&JO 4r&A/gAr
*4
CVAleecrw
7-' /t
27-41 13
ILI, 14%
1,01
It
00,
4
17' Jf
&.40
1 X
44 Ai
-44
N
44
-. -. -.. - . 4
A0, % 1
Ar.
7 rb
4C.
R 4-fZA 7.,1,
j =JCO. 7'
t4e
/,/Ore.' eeAIC.Al 44^6W JF1-4Fk1A-r1o0A-1
of the Souther"S
rrterlts Of SectjoTt 103.8 it,COTO tiartce Ivith the R.
uire, xe tvas
te issued Pursuant to the req . uatice this structu the PLO..ing.
,t the tirae of lss use. For
This certifica g that tractiort or
On
Pei
c certi�ta ading C s ��i .
de buc A R
1 6 e
3,itd'rtg regulat,
dirl,calces
ious or U
var
djol) _J r
O'SAN,
-T�pe
\Jse -oc
G100
0,0'ev 0A J,� ate-.
134,409 P\,\,oi3S Pt.Ncr-
00
pos I
CITY OF
4&4K4'0 Be444-0;k
Office of Building Official
REQUEST FOR INSPECTION
Date 6, - 5�--3 Permit No, 13
Time A '73W-
Received PM�
J ddresb
Owner's
Name Contractor
L U'LDIN�li—' CONCRETE ELECTRICAL PLUMBING C!CH:AN:I�CA�7L
' g 0
Fr,- Footing C, Rough Wiring ond:&
E Slab Temp Pole E Top Out F Heating
insulation Lintel E Final 0 Sewer L— Fire Place
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. Thurs. Friday
d A'M.
Inspection Mad, 1 7-� RM.
Inspector
Certificate of Occupancy E
Dat
tC 7_
%;t 0 U)
IL
7o
ca —0
Ile-
0
CITY OF
1*&a4e Te4d 574U�4
800 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE(904)247-5800
FAX(904)247-5805
NOTICE
TO: Water Department
FROM: Building Department
DATE:
Please be advised that the final building inspection has been
completed on each of the following addresses and construction water
is no longer needed:
Permit Number Address
"z" A/1A&C" Lj('
,,I I V �
ncerely,
Building Department
DATE: 0 -9-:�
PRE-SERVICE DIVIS10H
JACKSONVILLE ELECTRIC AUTHORITY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE
SATISFACTORY :
")qS7C) I /6-'-)0 lesi 0'--e Z)e-I j�q
------ ---- -------------------
--------------------------
--------------------------------------------------
--------------------------------------------- -----
--------------------------------------------------
Enclosed are the blue copies of the permits.
BUILDING INSPECTION DIVISION
cc: FILE
TRANSMITTAL DOCUMENT FOR JEA
DATE: /0 7- 93
The following permits have passed "rough" inspection:
Permit No. Address
7/-/5�2- 1600
72/'15 /
garml=eAKxxcexxx=xgtxlme*mopdxmxwofxxthex4m=xd,xbm. Please update
your records accordingly.
Thank you,
BUILDING CLERK
CITY OF ATLANTIC BEACH
/vcb
CITY OF
4&aa4'c Be4cA-llw"*&
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time �c K.
M
Received
Job ss Locality
Owner's
Name Contractor
BUILDING ELECTRICAL PLUMBING MECHANICAL
Framing Rough Wiring E- Rough c] Air Cond. & El
Re Rooting Temp Pole El Top Out E Heating
Insulation 11 Lintel El Final E Sewer El Fire Place 1-1
Pre Fab
READY FOR INSPECTION
M Tlu Wed. Thurs / Friday
Inspection Made
Inspector Final Inspection 11
Certificate of Occupancy Ej
Date
CITY OF
4&444.0 BW4CA-0;10"
Office of Building Official
REOUEST FOR INSPECTION
Date 9 Permit No.
Time A.K
Recei P,M,
7 -- , r
A /1 -11
/,Cl�b Addre Lo Ii
Owner'
Name Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing Footing E Rough Wiring Air Cond.&
Re Roofing F-] Slab 0 Temp Pole P- p Out Heating
Insulation D Lintel E Final E Sewer D Fire Place
Pre Fab
READY FOR INSPECTION,—�—,
Mon. Tues. �Th.�,5� Friday--XF14o
Inspection Made
—PM-
Inspector Final Inspection 0
Certificate of Occupancy E�,
Date
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
JOB ADDRESS DATE
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be
made before the job will be accepted
It is unlawful for any Carpenter, Contractor, Builder, or other persons, to
cover or cause to be covered, any part of the work with flooring, loth, earth
or other material, until the proper inspector has had ample time to approve
the installation. �-JW-
After additions.or corrections have been made, caW---- Building
Rqpartment for an inspection. Field Inspectors are in the office from-
to < Monday through Friday. PLTING
ELEC
BLDG
8.4
PRESS HARD-USE BALL POINT PEN
,CITY OF ATLANTIC BEACH, FLORIDA
j
Apptowd bV LICATION FOR ELECTRICAL-0-IRMIT
APP
9yTO THE CHIEF ELECTRICAL INSPECTOR: DATE:�_29�
IMPORTANT NOTICE:
IN CON91DERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF
ATLANTIC 13EACH ORDINANCES.
ELECTF41CAL FIRM:
MASTER ELECTRICIAN SIGN&URE k C-5-yZ
>
NAME.. 1�er')7��X
ADDRESS:/VE��- ��/ Sf�44' ��Rpv_sox
BLDG.SIZE
--BETWEEN:
A ES. AFT. COMM.( PUBLIC
INDUS. NEW(W__�OLD f I REW.
ADDITION TRAILER ( TEMPA SIGNS SO.FT.
SERVICEt NEW("-.**"' INCREASE( RE' PAIR FEE
CONDUCTOfl SIZE AMPS COPPER I ALUM.(Z
SWITCHOROREAKER AMPS PH _3W 2 RACMAY oo
LT L
EXIST.SERV.SIZE AMPS PH , W Vol - RACEWAV
FEEDERS NO. SIZE NO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALIDI OPEN TOTAL
RECEPTACLES 0.20 AMPS, CONCEA OPEN TOTAL
31-100 AMPS.I
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED C-WO AMPS.
APPLIANCES
BELL TRANSF.
AIR H.P.RATING H.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
0.1 OVER
MOTORS H.P. VOLTAGE PHS No. I II.P. VOLTAGE PHS
-,MISCELtAREOUS
7k
DEPARTMENT OF SUILDINO
CITY OF ATLANTIC 13EACH
7, RMIT INFORMATION ------
-------- LOCATION INFORMATION ----------
�94rmi t.� -Number 1-3 7 4
hddresz: 1490 LINK$IDE DRIVE ,
�,,�kermit Type, MECHANICAL BEACH * FLORIDA 32233
ATLANTIC. ,
NE
Work.
LEGAL DISCRIPTION ----------
Ty
pe,, WOOD rRju4E Lot ., B I o-ck section:
qpol"d Use: SINGLZ.�FMI-L
Township: RN
-0) 11 ' 0
Subdivision,. SBLVA �LINKSIDE
imated Value: . $0 00
it-oprov, C st
'ta
I�To
ournit �$4
.7 .00
f v
M r � ve
:Kikja AZAT ARV AIK-
ITER770v a T�x
J"L APPLICATION FEES
'ON
PERMIT
00
m
DIME
�A'Ad
P;WCT BE
1,00 00
W
FLORI & EX-
7 IWA HETER/TAP �-$0.00
74
RADON GAS-R.R.'s. $0.00
'A RADON GAS — 5%
PROVE 00-1
CAP,InL �JM
ROA
tess
SEVER TAP
FL; 32257
HYDRAULIC :SHARE
1.
'I ON
01 CROS8 , CONNECT.
4
'CON.SC OTHER,
NOTICE—ALL PONCROT
E FopMS AND FOOTINGS MUST,Sf INSPECTED BEFORE POURING:
PERMIT VOID Six MONTHS AFTER DATE OF ISSUE
4UtLOING MATERIAL,RUBBISH AND�,QEBRJS F140M THIS WORK MUST NOT:aE PLACED IN PUSLICSPACE.-AND MUST BE
:RtD Ul AND HAWLE AWAY,By EITHER,CONTRACTOR OR OWNER ,
;,�EA
CAN RESULT IN
WITHtHE ,MECHANICS! LIEN LAW
)RE TO COt
y
TWICE�'FOA1,0U,1LIDIMIS -,!',MPR VEMENTS.'
0
SSUED�ACWRDj,N0 TO APPROVED. V
�Afftlt I A$� S TO,RE
PLANS WHICH ARE PART OF TH TO
WPERMITANDSUSi
SION' S OF LAW.
AA,
$0
IPT
A-4
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, FLORIDA 32233
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV.
Street Addresst 1490 LINKSIDE DRIVE
LOCATION
OF Intersecting Streets: Between SEMINOLE ROAD And—.ATLANTIC BLVD,
BUILDING Sub-division SELVA LINKSIDE , LOT 157
11. IDENTIFICATION — To be completed by all applicants.
In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance
with the attac4d plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards
of good practice listed therein.
Name of Mechanical Contractors
Contractor (Print) MANDARIN HEATING AND AIR Master CACA12623
Name of
Property Owner CENTEX HOMES
Signature of Owner Signature of
or Authorized Agent Architect or Engineer
Ill. GENERAL INFORMATION
A. Type of heaving fuel: B. IS OTHER CONSTRUCTION BEING DONE ON
THIS BUILDING OR SITE? YES
0 Gas—0 LP 0 Natural 0 Central Utility
IF YES, GIVE NUMBER OF CONSTRUCTION
C] Oil PERMIT 7225
Cl Other — Specify
IV. MICH�NIICAL MUIPMENT TO BE INSTALLED NATURE OF WORK
(Provide complete list of components an back of this form) Residential or 0 Commercial
A Heat 0 Space 0 Recessed e Control 0 Flow New Building
11 Air Conditioning: [3 Room & Control Existing Building
Duct I System: Material DUCTBOARD Thck.*M__1_1_.z_ EJ Replacement of existing system
Mallifflum capacity 1000 c.f.m. Z New Installation(No system previously installed)
C3 Refrigeration C3 Extension or add-on to existing system
C) Cooling tower: Capacity g.pm. C1 Other — Specify
(3 Fie sprinklers: Number of hisod.
0 Elevator 0 Monlift 0 Escalato (number) THIS SPACE FOR OFFICE USE ONLY
C) Gasoline pumps —Inumber)
(3 Tooks (number) Remarks
0 LPG containai ("umbor)
0 Unfored pressure ve"01
13 Boilers Permit Approved Deft
other — Specify Permit Fee
LI9r ALL EQUIPMENT
AIR CONDITIONING AND REFRIGERATION EQUIPMENT
cqodty Approvft
Number Units D"cription Xodel Number Xanufacbmr (TO111111111) ASIIy
2�2- U 10. 0
72vt'
DEPARTMENT OF$UILDING
CITY OF ATLANTIC StACH
PIMU T INPOR)OTIOW --------
LOCATION INFORMATION ----
71294 Address : L1490 LINKSIDE DRIVE
ATLANTIC: 15EACK, FLORIDA 32233
16f Wor NEW LEGAL, Dt ----------
SCRIPTION
ion:
C t e_ Tyfe W06D FRAME Lot,� 57 : I
S ock�
'Use NO
LE' ' VAM LY Tow'nship: 0
RNG.
�coaf Subdivision- $ELVA LINKSIDE $2
i�a t ed Value*
Improv., Cos:t
$0 .00
Tot s;'s 7 00
S57 00
Amou
RING IN
VON FEES -----
f, 0
PERMIT
$57 .00
A'ad IDE DR,TVE WAT IMPACT FEE $s,0 .00
FLORID PER .0
Ph 7 9
RADON GAS-H,.R.S.. $O .00
FOR1 $0 .00
gra 104 - RADON GAS 51%
LUMS tit,V N, 'WATER TAPI $0�00
TAP—'
$0.()0
LZ
- FLA. 32210 'HYDRAULIC SHARE $0 .00
Type,: 4,
IMPROVE. 0 0
CAPITAL'',
-ACT s 0
'SEC. f 011"
Nj
NOTICK, ALL CONCRET9,F00fift AND FOOTINGS MUST BE INSPIECTED'1119FORE POMING
PERMIT VOID SIX MONTHS AFTER:D4TE OF ISSUE
'Bull.
J
DIN MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK musT NOT BE PLACED IN PUBLIC SPACE,AND MUST BE
up AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
'0
fLU Se"Ir, A PLYWITH,THE WECH
' tOW ANICSIMENLAW CAN.: RESULT IN '
t"On",op y me
E" RT ow R, I"NG,TWICE.'FOR:BUILDING IMPROV MEN
E ' ' TS.
USO.-ACCORDING TO APPROVED-PLANS WHICH ARE�PART,0F THIS PERMIT AND TQ"WN FOR'
#�APOLICASLE PROVISIONS or-, LAW.
457.0D
TUTAL
cwm
6�6.iPAATM.E
A BEACH suiLbt N Hipm." 10%11,
TLAN NT �
7"
A-
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION - ------ -------- -
DON RAW, PLUMUNG,INC.
PLUMBING CONTRACTOR:
LICENSE NUMBERS:-------------------------------- CFC - 0 191 DA-----
OWNER:
................Al
7Z;- 04------------
BUILDING CONTRACTOR:
- -- --------------------------
TYPE OF BUILDING:
SINKS SHOWERS
LAVATORY WATER HEATERS
BATH TUBS DISHWASHERS
---- ----------
----------URINALS -----Z --DISPOSALS
---CLOSETS -----7--WASHING MACHINE
FLOOR DRAINS OTHER
TOTAL FIXTURE COUNT
-5--------------------------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES -MUST Bi -IN ACCORDANCE WITH THE MOST
RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.-.;,..
ENERGY GUIDE
-or ck--tail,ed information
of the �PI rating number
or for any ITEM listed ,
ask your Builder for EPI= 97 .9
DCA Form 60OA-93
or Form 60OB-93
0 10 20 30 40 50 60 70 80 90 100
-------------------------I--------------X- ;
The maximum allowable EPI is 100 . The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLR DBL TINT
- ------- I
WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear ------------- X
INSULATION . . . . . . . . . . . . . . . . . R-10 R-30
Ceiling R-Value . . . . . . . . . 30 .0 --------------------X :
R 0 R-7
Wall R-Value . . . . . . . . . 11 .0 --------------------X :
R-0 P-19
Floor R-Value . . . . . . . . . 0 .0 ix-------------------- 11
AIR CONDITIONER . . . . . . . . . . . . . 10 .0 SEER 17 .0
SEER/EER — . . . . . . . . . . . . . . . . 10 .3 : X--------------------- :
9 .7 EER 16 .0
HEATING SYSTEM . . . . . . . . . . . . . .
6 �8 HSPF 12 .0
Electric COP/HSPF . . . . . . . . 7 .0 � X----- ---------------
0 .78 AFUE 0 .90
----------------------
Gas AFUE . . . . . . . . . . . . 0 .00
WATER HEATER . . . . . . . . . . . . . . . .
0 .88 0 .96
Electric EF . . . . . . . . . . . . . . 0 .88 ! X---------------------
0 .54 0 .90
1 --__---------------
Gas EF . . . . . . . . . . . . . . 0 .00 t
0 .40 0 .80
SolarEF . . . . . . . . . . . . . . ---------------------
OTHER FEATURES . . . . . . . . . .
. . . . . . . . . . . . . .
I certify that these energy saving features required for the Florida
Energy code have been installed in this house .
Builder
Address : —Signature: Date".
City/zip
Florida Energy Code for Building Construction - 1993
Florida Department of Community Affairs FL-EPL CARD93
Department of Community Affairs SN : 5411
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OA-93 Residential Component Prescriptive Method A NORTH
PROJECT NAME : Lot 157 Selva Linksi ! BUILDER : Centex
AND ADDRESS: 1480 Linkside Drive : PERMITTING : CLIMATE
Atlantic Beach , Fla : OFFICE : Atlantic Bch ! ZONE : 1 : _: 2 : _: 31 _�
OWNER: Centex : PERMIT NO . : JURISDICTION NO .261100
CK
1 . New construction or addition 1 . New Construction
2 . Single family detached or Multifamily attached 2 . Single-Family
3 . If Multifamily-No . of units 3 . 0
4 . If Multifamily , is this a worst case ( yes/no ) 4 .
S . Conditioned floor area ( sq .ft . ) S . 1316 .00
6 . Predominant eave overhang ( ft . ) 6 . 1 .00
7 . Porch overhang length ( ft . ) 7 . 0 .00
8 . Glass area and type: Single Pane Double Pane
a . Clear Glass 8a . O .Osqft 142 .00sqft
b . Tint , film or solar screen 8b . O .Osqft O .Oosqft
9 . Floor type and insulation :
a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 152 .00 ft
10 .Net Wall type area and insulation :
a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , J.085 .00sqft,__
a . Adjacent : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 141 .00sqft___
11 .Ceiling type area and insulation:
a . Under attic ( Insulation R-value ) lla .R=30 .00 , 1316 .00sqft,_
12 .Air distribution systems
a . Ducts ( Insulation + Location ) 12a . R= 6 .00 uncond
13 .Cooling system 13 . Type : Central A/C
EER : 10 .00
14 .Heating System: 14 . Type: Heat Pump
HSPF : 7 .00
15 .Hot water system : 1S . Type : Electric
EF : 0 .88
16 .Hot Water Credits : ( HR-Heat Recovery , 16 .
DHP-Dedicated Heat Pump )
17 . Infiltration practice : 1 , 2 or 3 17 . 2
18 .HVAC Credits ( CF-Ceiling Fan , CV-Cross vent , 18 . CF
HF-Whole house fan , RB-Attic radiant
barrier , MZ-Multizone )
19 .EPI ( must not exceed 100 points ) 19 . 97 .88
a . Total As_Built points 19a . 2S894 .72
b . Total Base points 19b . 26454 .33
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
I Hereby certify that the plans and Review of the plans and specifications
specifications covered by this calcu- covered by this calculation indicates
lation are in compliance with the compliance with the Florida Energy
Florida Energy Code . Code . Before construction is completed
PREPARED BY : this building will be inspected for
compliance in accordance with Section
DATE : 553 .908 F .S .
I hereby certify that this building is
in compliance with the Florida Energy
Code .
OWNER/AGENT : BUILDING OFFICIAL :
DATE: DATE :
Department of Community Affairs SN: 5411
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OA-93 Residential Component Prescriptive Method A NORTH
PROJECT NAME : Lot 157 Selva Linksi � BUILDER : Centex
AND ADDRESS: 1480 Linkside Drive : PERMITTING :CLIMATE
Atlantic Beach , Fla : OFFICE : Atlantic Bch : ZONE : 11 _: 2 : _�
OWNER, Centex : PERMIT NO . :JURISDICTION NO .261100
CK
1 . New construction or addition 1 . New Construction
2 . Single family detached or Multifamily attached 2 . Single-Family
3 . If Multifamily-No . of units 3 . 0
4 . If Multifamily , is this a worst case ( yes/no ) 4 .
S . Conditioned floor area ( sq .ft . ) 5 . 1316 .00
6 . Predominant eave overhang ( ft . ) 6 . 1 .00
7 . Porch overhang length ( ft . ) 7 . 0 .00
8 . Glass area and type : Single Pane Double Pane
a . Clear Glass 8a . O .Osqft 142 .00sqft
b . Tint , film or solar screen 8b . O .Osqft O .00sqft
9 . Floor type and insulation:
a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 152 .00 ft
10 .Net Wall type area and insulation:
a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 1085 .00sqft
a . Adjacent : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 141 .00sqft_
11 .Ceiling type area and insulation :
a . Under attic ( Insulation R-value ) lla .R=30 .00 , 1316 .00sqft
�2 .Air distribution systems
a . Ducts ( Insulation + Location ) 12a . R= 6 .00 uncond
t3 .Cooling system 13 . Type : Central A/C
EER: 10 .00
14 .Heating System: 14 . Type : Heat Pump
HSPF : 7 .00
1S .Hot water system : 15 . Type : Electric
EF: 0 .88
16 .Hot Water Credits : ( HR-Heat Recovery , 16 .
DHP-Dedicated Heat Pump )
IL7 . Infiltration practice : 1 , 2 or 3 17 . 2
L8 .HVAC Credits ( CF-Ceiling Fan , CV-Cross vent , 18 . CF
HF-Whole house fan , RB-Attic radiant
barrier , MZ-Multizone )
!9 .EPI ( must not exceed 100 points ) 19 . 97 .88
a . Total As-Built points 19a . 25894 .72
b . Total Base points 19b . 26454 .33
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
_1 Hereby certify that the plans and Review of the plans and specifications
�,pecifications covered by �this calcu- covered by this calculation indicates
lation are in compliance with the compliance with the Florida Energy
Florida Energy Code . Code . Before construction is completed
this building will be inspected for
PREPARED BY : compliance in accordance with Section
,DATE : 553 .908 F .S .
r
I hereby certify that this building is
in compliance with the Florida Energy
,,-ode .
OWNER/AGENT : BUILDING OFFICIAL :
DATE : - DATE :
SUMMER CALCULATIONS
BASE AS-BUILT
GLASS----------------
ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS
------------------ -------------- --------------------------------------------------
N 68 .00 65 .8 4474 .4 DBL CLR N 42 .0 38 .3 .94 1514 .0
DBL CLR N 13 .0 38 .3 .94 468 .6
DBL CLR N 13 .0 38 .3 .94 468 .6
SE 18 .00 65 .8 1184 .4 DBL CLR SE 18 .0 79 . 1 .93 1326 . 1
S 23 .00 65 .8 1513 .4 DBL CLR S 20 .0 66 .2 .91 1207 �2
DBL CLR S :3 .0 66 .2 .91 181 . 1
W 33 .00 65 .8 2171 .4 DBL CLR W 6 .0 79 .7 .95 454 .8
DBL CLR W 15 .0 79 .7 .95 1136 .9
DBL CLR W 12 .0 79 .7 .95 909 .5
---------------------------------------------------------------------------------
. 15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS ADJ GLASS GLASS
AREA AREA FACTOR POINTS POINTS POINTS
-------------------------------------------------------------------------------
.15 1 ,316 .00 142 .00 1 .3190 9 ,343 .60 121988 .92 7 ,666 .71
NON GLASS------------
AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS
-------------------------------------- --------------------------------------------
WALLS----------------
Ext 1085 .0 .9 976 .5 Ext, Wood Frame 11 .0 990 .0 1 .70 1683 .0
Ext Frame-FaceBric 11 .0 95 .0 .40 38 .0
Adi 141 .0 .7 98 .7 Adi Wood Frame 11 .0 141 .0 .70 98 .7
DOORS----------------
Ext 21 .0 6 . 1 128 . 1 Ext Insulated 21 .0 4 . 10 86 . 1
Adi 18 .8 2 .4 4S . 1 Adi Wood 18 .8 2 .40 45 . 1
CEILINGS-------------
UA 1316 .0 .6 789 .6 Under Attic 30 .0 1316 .0 .60 789 .6
FLOORS---------------
Slb 152 .0 -37 .0 -5624 .0 Slab-on-Grade .0 152 .0 -41 .20 -6262 .4
INFILTRATION----------
1316 .0 8 .0 10528 .0 Practice #2 1316 .0 8 .00 10528 .0
TOTAL SUMMER POINTS
19 ,930 .94 14 ,672 .83
TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING
SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
-------------------------------------------------------------------------------
19 ,930 .94 .37 7 ,374 .45 : 14 ,672 .83 1 .00 1 .100 .340 .860 4 ,719 .37
WINTER CALCULATIONS
BASE AS-BUILT
GLASS----------------
ORIEN AREA x BWPM POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS
----------------------------------------------------------------------------------
N 68 .00 -10 .6 -720 .8 DBL CLR N 42 .0 7 .3 1 .09 333 .7
DBL CLR N 13 .0 7 .3 1 .09 103 .3
DBL CLR N 13 .0 7 .3 1 .09 103 .3
SE 18 .00 -10 .6 -190 .8 DBL CLR SE 18 .0 -22 .7 .93 -380 .6
S 23 .00 -10 .6 -243 .8 DBL CLR S 20 .0 -28 .4 .96 -545 .7
DBL CLR S 3 .0 -28 .4 .96 -81 .9
W 33 .00 -10 .6 -349 .8 DBL CLR W 6 .0 -9 .2 .85 -47 . 1
DBL CLR W 15 .0 -9 .2 .85 -117 .7
DBL CLR W 12 .0 -9 .2 .85 -94 .2
--------------------------------------------------------------------------------
. 15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS ADJ GLASS GLASS
AREA AREA FACTOR POINTS POINTS POINTS
-------------------------------------------------------------------------------
.15 1 ,316 .00 142 .00 1 .390 -1 ,505 .20 -2 ,092 .44 -726 .90
NON GLASS-------------
AREA X BWPM = POINTS TYPE R-VALUE AREA X WPM = POINTS
-----------------------------------------------------------------------------------
WALLS----------------
Ext 1085 .0 2 .2 2387 .0 Ext Wood Frame 11 .0 990 .0 3 .70 3663 .0
Ext Frame-FaceBric 11 .0 95 .0 3 .50 332 .5
Adi 141 .0 3 .6 507 .6 Adi Wood Frame 11 .0 141 .0 3 .60 S07 .6
DOORS-----------------
Ext 21 .0 12 .3 258 .3 Ext Insulated 21 .0 8 .40 176 .4
Adi 18 .8 11 .5 216 .2 Adj Wood 18 .8 11 .50 216 .2
CEILINGS--------------
UA 1316 .0 1 .2 1579 .2 Under Attic 30 .0 1316 .0 1 .20 1579 .2
FLOORS----------------
Slb 152 .0 8 .9 13S2 .8 Slab-on-Grade .0 152 .0 18 .80 28S7 .6
INFILTRATION---------
1316 .0 7 .4 9738 .4 Practice #2 1316 .0 7 .40 9738 .4
TOTAL WINTER POINTS
13 ,947 .06 18 ,344 .00
TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING
WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
--------------------------------------------------------------------------------
13 ,947 .06 S5 7 ,670 .88 : 18 ,344 .00 1 .00 1 . 100 .484 1 .000 9 ,766 .35
WATER HEATING
BASE AS-BUILT
NUM OF x MULT TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL
BEDRMS RATIO MULT
--------------------------------------------------------------------------------
3 3803 .0 11 ,409 .00 40 .88 1 .000 3803 .0 1 .00 11 ,409 .00
SUMMARY
BASE AS-BUILT
COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL
POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS
---------------------------------------------------------------------------------
7374 .4 7670 .9 11409 .0 26 ,4S4 .33 4719 .4 9766 .3 11409 .0 25 ,894 .72
EPI 97 .88
0�-
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MA. 1961 LAWS RAMCD PORM A"
ro 7#3.13
t
046PA44 W oupusava
to fulloin U Mau colmem
The undersigned hereby Informs all concerned that Improvements will be made to certain real
property, and in accordance with section 713.13 of the Florida Statutes, the following Information
is stated in this NOTICE OF COMMENCEMENT.
Description of property.1 '0
V P e-
4 4L nq to plat thereof recorded in plat book., P 4g 9 8
V
2
the current public records of Duval County Fla.
General description of Improvements.-........Cg.n
.@..tLxLqtion of Single Family Residence
-With....ggLrAgg
concrete slabl
6620 SOUTHPOINT DRIVE f 400 JX.FL. 32216
Owner------CENTEX-11EAL—ESTATZ---C-0
Adjr6ss..!620 SOUTHPOINT DRIVE #400 JX. PL. 32216
Owner's interest in site of the knprovement-.— FEE SIMPLE
Fee Simple Till* holder (if other than ownsr)
Name......................--................ ......
contractor.-...SAME AS OWNER
Address........................... .................. -...........
Surely (if any).................................................
Address.—--.— --Amo6rg of bond S
Name of person within the State of-Florida designated by owner upon whom nolk-*s or other documents may
b* sorv*d.
Nam* ARTHUR DAY
6620 Southpoint Dr S Suite 400 Jacksonville, F1 32216
In addition to himself, owner designates the following person to rec.elve a copy of the Lienor's Notice
as provided in Section 713.13(1) (F), Florida Statutes. (Fill In at Owner's option).
Name.................
FLOODP"XX DCVCLOPMZNT XMFORMATION
1--P \j
Type of Dovelopments
Flood Zon*s..
RequIred Lowest Floor jU&v&tj"g
29 building In located within a flood hazard zone, a survei must
be made ArMR THE BIAS RAS BM POURzpp certifying that the
LOWEW FLOOR ELIMATION to equal to or above the buse, flood
elevation established for that son**
No final Inspection will be on" and no oart4ftcate of occuponcy
will be Issued until the survey to an Viie with the DuAlding
Department,
CONMENTSs
Applicant Acknowledgements X understand that the issuance of
this permit to aontlnVont upon the . above Information being
correct and that the plans and su ting date have boo or shall
be provided an required- X *We* to cwmply with olL applicable
prov"lons, of Ordinance Xeo 25-7-JLJL and all other love or
ordinances affecting the proposed develop
p
_.Appilloont6m Bignature_ - -----------
Nnpurtment Udw
Required Lowest Floor KlevatiOn -- -----------
As Suilt Lowest PJL00r Elevation -----------------
Survey Filed with Building Department ---------
4
------------
artment Rop;Wmentativo
page 3
. I
SERIAL # 5411
RESMANUJ( C )
WHOLE HOUSE
HEAT GAIN / HEAT LOSS CALCULATION USING EP192-FLA/RES( c ) DATA FILES
( BASED ON A .C .C .A . MANUAL J - SEVENTH EDITION ( c ) 1986 by A .C .C .A . )
-------------------------------------------------------------------------------------
NA-M-E..........:....L ol- 1 5.7 S.,e I..v..a LIJ n k-s-i d e -.2............ ......... ....................---................ ................... .................................. ..........
ADDRESS . 1490 Linkside Drive ............
...........I............................ .............................................................................................................................................................. .............. .....................................................................-
C. I T Y �'-Al-1 a nl-i c B...e a..c h..............F I..a.................................. .-................. ............................-........................ ................11.......................... .......................................
O.W.N.E.R.-.- ;C..e qt-e-x................ ................................---................ .......................................................................................................................................................................................................................................I.........................-.1-1-................
U1L D-E R., C e-ate x ................ ...................................................................................I -...................I -.............................................. .................................... ........... ...........................................................
Conditioned Floor Area : 1316 SF
Climatic Conditions & Design Conditions
---------------------------------------------------------------- -------------
Geographical Location : Florida : Jacksonville
----------------------------------------------------------------------------
North Latitude Elevation 30 Deg . / 24 Ft . Above Sea Level
Outdoor Winter Dry Bulb 32 Deg . F
Indoor Winter Dry Bulb 70 Deg . F
Winter ( Actual ) Temp .Diff . 38 Deg . F
Winter Temp . Diff . ( wTd ) 40 Deg . F
Outdoor Summer Dry Bulb 94 Deg . F
Outdoor Summer Wet Bulb 77 Deg . F
Outdoor Summer Humidity Ratio 114
Indoor Summer Relaltive Humidity 50%
Indoor Summer Design Grains / Lb . 49
Indoor Summer Dry Bulb 75 Deg . F
Indoor Summer Wet Bulb 62 .3 Deg . F @ 64 Gr/Lb
Summer Daily Range 19 Deg . F - L
Summer ( Actual ) Temp .Diff . 19 Deg . F
Summer ( User Sel ) Temp .Diff , ( sTd ) 20 Deg . F
-----------------------------------------------------------------------------
* HEATING SUMMARY * * COOLING SUMMARY *
--------------------------------------------------------------------
SUBTOTAL 21101 .24 : STRUCTURE SENSIBLE 10519 .41
: MECH .VENT- 200 Cfm 4180 .00
: SENS . + MECH .VENT 14699 .41
: TEMP .SWING @ 3 DEG . 1 .00
: OCCUPANT/APPLIANCE 3000 .00
DUCT LOSS 1055 .06 : DUCT GAIN 1769 .94
TOTAL LOSS/BTUH 22156 .30 : TOTAL SENSIBLE 19469 .35
: TOTAL LATENT 11799 .30
---------------------------------------------------------------------
20% OVERSIZE FACTOR 4431 .26 � 20% SENS .OVRSZE FTR: 3893 .87
ACTUAL + 20% OVERSIZE : 26587 .56 � SENS . + 20% OVERSIZE : 23363 .22
--------------------------------------------------------------------
* EQUIPMENT SELECTION *
---------------------------------------------------------------------
EQT . MANUF . MODEL # TYPE
HTG INPUT HTG OUTPUT AFUE/HSPF
SENSIBLE CLG LATENT CLG TOTAL TONAGE
( S )EER —CLG CFM HTG CFM
-----------------------------------------------------------------------
L 0 A 1) G A L C U L A T 1 0 N
TYPE Inside Shade So Area Loss/Btuh Gain/Btuh
GL A S S----------------------------------------------------------------------
West Double Clr Drapes/Blinds 1 6 .00 174 .00 276 .00
West Double Clr Drapes/Blinds 1 15 .00 435 .00 690 .00
West Double Clr Drapes/Blinds 1 12 .00 348 .00 552 .00
South Double Clr Drapes/Blinds 1 20 .00 580 .00 500 .00
Southeast Double Clr Drapes/Blinds 1 18 .00 522 .00 738 .00
North Double Clr Drapes/Blinds 1 42 .00 1218 .00 672 .00
North Double Clr Drapes/Blinds 1 13 .00 377 .00 208 .00
North Double Clr Drapes/Blinds 1 13 .00 377 .00 208 .00
South Double CIr Drapes/Blinds 1 3 .00 87 .00 75 .00
Infiltration Winter Htm ( 28 .3 ) x 142 .00 4018 .60
Infiltration Summer Htm ( 7 .4S ) x 142 .00 1057 .90
--------- --------- ----------
Window Frame Metal SUBTOTALS: 142 .00 8136 .60 4976 .90
R-Value Area Loss/Btuh Gain/Btuh
WA L L S------------------------------------------I-------------------------------
Wood Stud - Ext . 11 990 .00 3564 .00 2475 .00
Wood Stud - Adj . 11 141 .00 507 .60 239 .70
Wood Frame w/Brick - Ext . 11 95 .00 342 .00 237 .50
--------- --------- ---------
SUBTOTALS: 1226 .00 4413 .60 2952 .20
D0 0 R S----------------------------------------------------------------------
Insulated Core/Metal - Ext . 0 21 .00 371 .70 109 .20
Solid Core/Wood - Adj . 0 18 .80 417 .36 78 .96
Infiltration :Winter Htm( 28 .3 x 39 .80 1126 .34
Infiltration :Summer Htm( 7 .45 x 39 .80 296 .51
--------- --------- ---------
SUBTOTALS : 39 .80 1915 .40 484 .67
CE I L I N G S-----------------------------------------------------------------
Under Attic 30 1316 .00 1710 .80 2105 .60
FL 0 0 R S--------------------------------------------------------------------
Slab on Grade 0 152 .00 Lin .Ft . 4924 .80 000 .00
TOTAL STRUCTURE SENSIBLE *
---------------------------------------------------------------- -------------------
21101 .24 17699 .41
--------------------------------------------------- ---------------------------------
Use no staples in shingles and or sheathing
FIBERGLASS SHINGLES ON FELT
OVER 1/2' O.S.B. SHEATHING
ON PRE-ENGINEERED ROOF it
VARIES TRUSSES 0 247 O.C. VARIE
CARDBORD INSULATION BAFFLE R-30 INSULATION
R CUP 0 EACH TRUSS
ALUM. EAVE DRIP /2- C EIUNG BOARD
1'Xr P.T. DOUBLE 2nX4!
LPTP FASCIA TOP PLATE
SOFFIT
VENT 1/:r GYP. BOARD
:tX4!
1" X FREEZE
�APOR BARRIER
tYVEK OR BMER) rX4" STUDS 0 fir O.C.
VERTICL OR HORZ. SIDING
BRICK OR STUCCO —22ga ties 16" ocv
OVER WALL SHEATHING 22ga ties 22" och
1/2'X8r LONG ANCHOR R-11 INSULATION
BOLT
WRho�f'7_(U0'&ers,
2W P.T. SOLE PLATE SET 4' CONC. SLAB W/
IN CON'T BEAD OF SEALANT -6X6 10/10 W.W.M. OVER
0
rNJISHED FL, N WATERPROOF MEMBRANE
FINISHED GRADS, 8" MIN.
K COMPACT FILL
12" MIN. 8' CONC. BLOCK
........ 16'X8\CONC. FTG. ------ ........ 16rXlr CONC. FTG.
W/ 2-#4 REINF. BARS 1vN091P'_,_W1 3- #4 REINF. BARS
WALL SECTION
SCALE: 1/27= l'-O"
finish floor e CONC. SLAB W/ finish floor
6X6 10/10 W.W.M.
10,
8"min
FINISHED GRADE
8"MiMSHED GRADE A'
12"m Ln 6 MIL POLY VAPOR 12"min
. . Q BARRIER OVER CLEAN:!
COMPACT TERMITE
12* TREATED FILL 20"
-#4 reinf bars 3-#4 reinf bars
MONOLITHIC FOOTER
SCALE: 11_2w_=_V-U
NOTE: 1/2" anchor bolts imbedded in 6" comcrete or
8" masonry units (red heads) 41on center in
all bearing walls - with 2" washers
PR 1 125 : 22 TRUETRUSS p . 0 2
TRUSS TIE DOWN STRAP
v ftoMM 600"kcmuod ro"ancs to vM4 YOft to s0cwo raftors W4 vuem 0
I*$me or comow do Wum
so "Ma GAVOI upun NA m
COM IM ICWO*
21's Is OL I= x
dw*lx% WDPW it OL 16X 10-ild x
Sol avoral NoW 11.
saftw strop
HDP
Use no staples in shingles and or sheathing
FIBERGLASS SHINGLES ON FELT
OVER 1/2' O.S.B. SHEATHING
ON PRE-ENGINEERED ROOF 120
VARIES TRUSSES 0 24 O.C. VARIE
CARDBORD INSULATION BAFFLE R-30 INSULATION
R CUP 0 EACH TRUSS
AWM. EAVE DRIP -4/f CEIUNG BOARD
I'Xt P.T. DOUBLE fX47
LPTP FASCIA TOP PLATE
SOFFIT
VENT 1 If GYP. BOARD
t X 14C
1' X FREEZE
VAPOR BARRIER
(TYVEK OR BErTER) tX4! STUDS 0 lir D.C.
VERTICIL OR HORZ. SIDING
BRICK OR STUCCO —22ga ties 16" ocv
OVER WALL SHEATHING *-22ga ties 22" och
1/fX8' LONG ANCHOR R-1 1 INSULATION
BOLT NChers,
WIN was
fX4! P.T. SOLE PLATE SET 4! CONC. SLAB W/
IN CON'T BEAD OF SEALANT -6X6 10/10 W.W.M. OVER
0
rNISHED FLI WATERPROOF MEMBRANE
Ir MIN.
FINISHED GRAD6,
IIIJIMI'V COMPACT FILL
1 t MIN. 8* CONC. BLOCK
16"Xfr CONC. FTG.
lerxfr CONC. FTG. IIII1ffl1II'IFW__W/ 3- 14 REINF. BARS
W/ 2-J4 REINF. BARS
WALL SECTION
SCALE: 17_2Tr=_V-1Y
finish floor 4! CONC. SLAB W/ finish floor
-A-1-_6X6 10/10 W.W.M.
7o, n 8"min
8 ml�JINISHED GRA
NISHED GRADE
rot 6 MIL POLY VAPOR 12"min
12"m Ln . . 1.
4
BARRIER OVER CLEAN
COMPACT TERMITE
TREATED FILL 20"
-04 reinf bars *3-#4 reinf bars
MONOLITHIC FOOTER
SCALE: 1/2-'r=_,-,
NOTE: 1/211 anchor bolts imbedded in 6" comcrete or
8" masonry units (red heads) 41on center in
all bearing walls with 211 washers
Use no staples in shingles and or sheathing
FIBERGLASS SHINGLES ON FELT
— OVER 1/2' O.S.B. SHEATHING
ON PRE-ENGINEERED ROOF It
VARIES TRUSSES 0 24! O.C. VARIE
CARDBORD INSULATION BAFFLE R-30 INSULATION
R CUP 0 EACH TRUSS -4/2' CEIUNG BOARD
ALUM. EAVE DRIP
1'Xf P.T. DOUBLE 2�kf
LPTP FASCIA TOP PLATE
SOFFIT
VENT 1/2' GYP, BOARD
2"X4"
1" X FREEZE
�APOR BARRIER
-TMK OR BETTER) 2"X41 STUDS 0 16r O.C.
VERTICL OR HORZ. SIDING
BRICK OR STUCCO —22ga ties 16" ocv
OVER WALL SHEATHING —22ga ties 22" och
1/2'Xir LONG ANCHOR R-1 1 INSULATION
'O'T
W I NO Tw do's'h ie r s
2"XJI� P.T. SOLE PLATE SET 4' CONC. SLAB W/
IN CON'T BEAD OF SEALANT -6X6 10/10 W.W.M. OVER
0
[NNISHED FLI N WATERPROOF MEMBRANE
FINISHED GRADEL, Er MIN.
K COMPACT FILL
12" MIN. 8' CONC. BLOCK
------ CONC. FTG. ...... ...... I Xfr CONC. FTG.
W/ 2-14 REINF. BARS Insow—W1 3- J4 REINF. BARS
WALL SECTION,
SCALE: 17-23-=—V-0"
finish floor e CONC. SLAB W/ finish floor
71d --*-'--'6X6 10/10 W.W.M. min
811
ml:TNISHED GRA FINISHED GRADE
L
12"mLn 6 MIL POLY VAPOR 12"min
L BARRIER OVER CLEAN
COMPACT TERMITE
TREATED FILL 20"
-#4 reinf bars 3-#4 reinf bars
MONOLITHIC FOOTER
SCALE: 1/2"= 1'-0
It
NOTE: 1/21' anchor bolts imbedded in 6" comcrete or
8" masonry units (red heads) 41on center in
all bearing walls with 2" washers
APR- 2Z- 9Z FRI 1Z : 22 TRUETRUSS P . 02
TRUSS TIE DOWN STRAP
, ProMa WOM Maeasod roolstarm to Y*W Wft to"me raftom V4 ftftn 10
wd wift I*$was or comrato do bomm
so PROMCT GAU09 upu"0 NAM m
COM 1.33 DJ. NNEDWS CARTON
21's H" Is go. 000 8-16d x
dw*lx% HDPM 1$QL 1625 10-ild 1 26
See Gworsl Note 11.
sar"Strap
HOP
PRI 12S : 22 TRUETRUSS R . 0 2
TRUSS TIE DOWN STRAP
v PtwAdo addft%W ftMaod fWgtanco to WW Wft 10 6"MAWS W4 ft%ft 0
wo M&I*DWOO or comfole 00 bou"
"MCT GAV49 ou"0 um m
cm I=O.F. . 8"Fam CM04
is's mom le glL 000 $.led x
lx% HDP2XD IS OL 1 1626 10-18d x
See Gonorw We 11.
sor"
HOP
7 TV
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Address:
too,
4630 K
8, It .A OTTa'st FLORIDA 322,33
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00, tT.Wit)SIX VONTHSAFTER DATIEOf ISSUE
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1. Do not Cut or alter trusses
71M TRM rvithout written permission
from True Truss.
HANGER'S
2- Trusses will be built in
2 X 6-8 Strict accordaice w,"h t1iis
layout
rL 2 X 18
Approved BY: ..............
4 X 18 Date: ....................
CUSTOMER Off�j I f7--- PP 1-1 f-5
JOB NAME A,
'MA
1r-A'(Q0*iU0-c-0q r-;) 7
1� SS
DATI:V.4 RUE TRU S 641-0766
T LZ
IMPORTAUT LVTE
of; ON RECEPTIO OF LAYOUT&TRUSSES, ALL FRAMERS
'14 1, f7 01 ARE ADVISECITO CALL TRUE TRUSS FOR bt....4—�.
FURTHER INSTRUCTIONS BEFORE SETTING OF TRUSSES.
ur rgAid. rLhWL. 4or-4
TRUSs SPECIFICATIONS
FOR
M
,all.on are
These sPecltic os S:aI Is
cl named 1�nal F
cificallons, for the PrOle3 of the pr=9 _ngineer wt artmOnt Of
it truss sPO nsible chargO f:lorlda DOP
The numbers listed below are a list cloared under the resOO ptgr 471 and Rules of th
attached herewith and have been Pri Florida Statute Cha
affixed on this index 0981 In accordinc6i with
professional Regulation ChOP101 21H-23.
0 of
1 0 2 of 2
FEW
K *vaom W40M 0 OW"foe PLANS VOL 08 "$A"*$101041*1CALLV 00 41 Swis W610"19 OR kAlA4 19 Swalls oft^I^"S OF OX J0, Ifticalce talloft 9"Coo 1004 It"solftj
%"WA NUSIW coot a VWW Inat "q~. IWORICAL t"I"S 00 C60101AAA111", #4 801AL"1#410 00 reelfth,if 14""16 of wa 4w 00
64P 4UMAke ona vftam ^&wwas am a "P 600 WL169&V go 0600040"Mao 10 14 1w 6-006 UA4 K"ft0ftA.9 100120 64100"2W 160001WAIN SPA"o,Go"A 09 we so 0060141MM"to
to 04"So on be%AMI Milo IF be We- 01stmv~A 4101"s 40�WLIU. 644.1 swalwam on Owl"steam SoAfte as 914,ce. 6P~ w~$us No~M ftftrwtawa.
"104 21064046 Aftial"99 01a salleft *"w,aoomwa"Amos WC WwL too its No& an b"J. 90 1146 WHO owelfte to 0~ 109 696141"~140.
W4NCII ASSOCIATION. 706% WCA VILd 66-400, 191 TME 601110 04100 1%ftL 06 LOWNAAW MUM 9110"GO 11"NO W146 W4AI4"W4C%6 sele INAllell AW
list is Lam N Q,0w aws"ILA110 sky. a I"ta 1%"9"fine 04310410 Mo Iw t"We pow mrsonJ 4000"so~06 agmwg4~9 of 9614" 41"Iff PA00010 PAP"WOWL
04 RAM six$am same so 4010L,I I - OLV. 06 745 01AWNS. INSINA41100 00 UK W^4 9W@W 0.9 0".1. so as aBown er Ite I%M a"14 Owe so IMPM on MW VOW.
A PLAIR elm Am 161100 me."is ev 0 on. WIN 1"Is 996104. on a INISCAM Glossal,WAIM.
to. of va"s 1.
dd Web Langth- 'mazipusl deflection occurred 6.72* from the left *no of bottom panel 04. -COWIOLPATION 6 LOACINO WECIFIED BY FABRICATOR.
turned 90 dog. Maxislum, Live Load Deflection of .234% Index-.414. (L/873) -PLATE TOOTH VALUE MOUCE0 91 1SX.
&I Panel Maximum Total Load Defltctlon of .322% Indexa.379. (L/633) -HOAl2. STPOMACKS "A PCT-60 SECTION 00 MO.
0
Total quantity of trusses - I
175
0 COW
W
X
13.5) (3.51
PLF
AJSS ANALYZED 141TH PPSAS
(Left to Right)
-2280..-2280 -5182 -5182 -6517 -"17 -6517 -6637 -5182 -5382 -22W -2280
-1533 .2653 -20 -1975 IM -219 -1080 645 -219 -216 -219 -219 645 -1088 -232 1529 -3975% -249 2653 -1533
0 3915 6003 67ge GM "16 0
A DiV1010% ot PLATR TVM 9.C. SPACINS LOW11411 VW1 -
EP42NEPto rNoWl's bw lc LumKA2-4x2 02 Do SP 00MIPTION
V-2000 2-0-0 40 36011-3/40 GARAGE HEADER A
OAtAT wkftwgsl PKW. LL TC10
WOUL IX 75051 5.0 OL. Tc 0 Oc Lvmee'19-02 #2 Do SP D08* raft
MIO-3040 PCXTK MWE I ING run 1111 LL VIC WEVIS 4x2 03 SP TPA TAUS$ INC. Program
1122 st 33X OL P010ACT'.
Inf" PLATI! INSTITM IOTA EXCEPT as "sky se NoTto MASTER - 'V6 OCT 1992 WM
11 LUV�QOEA SHALL Be OF IFIED*111,14LIA WIAOES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 91 7HISTOESIGm IS APPLICABLE 10 SHOATEA SPM1 TRUSSES OF 134 .0- INDICATES LATERAL SPAC111.MEMbElk 0X4 MI".3
5 A'MUN NDM�Fs .".. OR SUCH THAI THE JOINT. IDEU ICAL LOADIIIS AND COhIFIGURATION. 141 114STALLATION AND EPACTION OF THE TAUSS. PEAMANE T. AND
r-- .,..S VALUES. 6) TOP Cnom SPLICES AM HOT AECOWNEHDEO TO OCCUP 10) THE I OP CHORD SHALL K LAICAALLY SPACED E17nEP BY 3/:6C. I LW-GAAA,SPACING SHOULD 99 DONE I H ACCORDANCE"..In
I a, "I ALL VALUES USED
SPL M� OR 9PAC]NG VZ
'OFk DES,.Apt BASED ON INC LATEST E01710H of THE HA- DIFIECTLY ABOVE A MOTION CnORD LICE. 0.1 1 SHEAlhING AMIEAS SPACED AT 3-0' CLWAE14T TPt BRACING AND LAECT30H PLOLICATIONS.
I 2OHAL DESIGN STANDARDS PUBLISHED My THE NATIONAL 71 V-2000 APPAOVAL NUMBER& U&C 234& FnA ICS 2031L SOCC I",1. 151 ws DESIGN CONIDAMS 70 CURRENT TPI DESIGN SKCIIICA-
F OF-EST PAODkjCTS ASSOCIATION. 7251. BOCA FILE 06-125 .1, THE 801TON CHM SHALL BE LAMPALLY SPACED EITHE01 By T I ON$FOR METAL PLATE CONNECTED POOD TRUSSES AND
21 THIS DESIGN IS BASED ON CLAP"CONNECTOR PLAIES ONLV. 01 ThIS 1AUSS HAS KEN DESIGNED FOR THE LOADING SHOWN f/2*IMIH.1 DAYNALL 04 SPACING MEMBERS SPACED AT 10-0* DUALITY STANDARDS FOR TAUSSES.
34 CONIAE C,04 PLA I ES SIZES APE BASED ON AXIAL FORCES ONLV. ON THIS DRAWING. INSTALLATION AIM)USE SHALL CCNFORm O.0 WAX.). 16) #4 MEMBEA OF THE TRUSS MAY BE CUT Oq MODIFIED IN ANY MAY.
4) C*SAECIOA PL,%I E SIZES APE 61VEN 90 DEB. AXIS By a DES. WIT"THIS DESIGN. 121 go INDICATES BEAAIN$LOCATION.
AJ-15 IVER. by"Opil j.
-Odd Weu Length Maximum deflection occurred at bottom joint 05. -CONFIGURATION 9 LOAOING SPECIFIEO BY FABRICATOR.
*,Plate turned 90 deg. Maximum Live Load Deflection of .19% Index-.335. (L/1072) -PLATE TOOTH VALUE REDUCEO BY 15%.
rP-Typical Panel Maximum Total Load Deflection of .251% Index-,307. (L/782) -HORIZ. STAONGBACKS PER PCT-80 SEC.TION 800 REG.
Total quantity of trusses - I
lio
PLF
01 ED
X X X X X X X
in In In Ln In In W)
r---I
zz
In M CY) M M Iq ED
LD X X
X
R=1016 R-1016
(3.51 (3.51
TP-29.5'
10
PLF
THIS TRUSS ANALYZED WITH PPSA3
-ORCES (Left-to Right)
TOP -1275 -2950 -3850 -4033 -3489 -2209 0
4ESS -1009 '1529 -1322 820 -780 371 -333 -98 137 -559 596 -1041 1087 -1629 -104
30T 0 2309 3560 4110 3926 3023 1359
CLARY A Division of PLATE TYPE: D.C. SPACING LOADING fPSF) TC LumBER2-4x2 #2 Ds SP DESCRIPTION 16*11-3/4* GARAGE HEADER
ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 40
loot . GREAT SOUTHWEST PKWY. LL TCJO 8C LUMBER 1-4x2 02 Ds SP ENG. FOR: By
GRANOSkAIRIE. Tx 7wsl 5.0 OL TC 0 TRUE TRUSS INC. '19ONCE Program
(2141 660-3940 - WX4'—_9_rWC7._F0W371 LL SC WEBS 4x2 03 SP
568 51 33% OL Be PROJECT: MASTER - DATF66 OCT 1992
MEMBER TRUSS PLATE IkSTITUTE 70TAE55 EXCEPT AS MAY BE NOTED
TRUSS SPECIFICATIONS
FOR
CENTEX 3702 A — C _
The numbers listed below are a list of truss specifications for the project named above.
These specifications are attached herewith and have been prepared under the responsible charge
of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida
Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23.
DRAWING WMBER DATE
14878 1018 Y-ev.1 3-25-93
14878 2018 Rev.1 3-25-93
14878 3018 Rev.1 3-25-93
14878 4of18 Rev.] 3-25-93
i4sZ1 5ofia Rem 3-2s-93
14878 6018 Rev.1 3-25-93
14878 7018 Rev.1 3-25-93
14878 $018 Rev.1 3-25-93
14878 9018 Rev.1 3-25-93
14878 10018 Rev.1-3-25-93
14878 11018 Rey.1 3-25-93
14878 12018 ReV.1 3-25-93
14878 13018 Rey.1 3-25-93
14878 14018 Rev.1 3-25-93
14878 15of18 Rev.1 3-25-93
14878 16018 Rev.1 3-25-93
14878 17018 Rev.1 3-25-93
14878 16018 Rey.1 3-25-93
Ile ......
ED
11 LUNBEA SMALL BE OF THE SPECIFIED 0,1111wim CAAOES. 5) C0114ECIOR PLATES SHALL BE 114STALLED SOWNETAICALLf ON 101 ALL TEUSIOIJ CHORD MEMBERS ASSJWD 10 BE COHTIHUCrJSLf 13? 4� INDICATES tATEPAL BRACING MEMMP �IXA MIIV)
I COTIENT. 0.S11pH THAT THE JO 1 14T BRACED BV EITHER 3/6' MITI) iG 14) IIJSTALLAT AID E"ECTICJI OF THE TPUS S PE"HAt4EIIT, NZ
SPECIES. AND in A�Ilouxi MOTS t)RE PL'WOOD SI*ATMII - 1/2' IC44 f�
IS Cf MI G4R AL-LOWABLE STRESS iALUES. ALL 0 ALLIES USE 0 6, 1&P CIMCAD SPLICES ARE tLOT PECOMPIENDEC, TO OCCUR Hit., OR,WALL OR OR�C I N�MEHMPS SPACED 10' a C. IN",, TEMPCPAR�BPACIN5 SM&JLG BE DONE 114 ACCCPCAfICE WITH
FOR 0 SIGN APE BA'ED(04 1 HE L ATTEST EOITION Of THE "A- DIRECTLY ABOVE A BOTTGM CHORD SPLICE. "ILESS NOTED OTHERWISE CUPREHT TPI ITRACII� A10 EAECTIC44 PUKICATICAIS,
E I S 2 11 1 -PMS 11 PE C F -
IIONAL DEP W, TA ITS POOL ISHED Bf THE NATIONAL 71 4-2 0 APPROVAL RU1WRS: UBC 342. F.A 1C8 2014. SOCC I ALL CDWIW-55 C44 CnO% ME"ITERS ASSUMED 70 BE CONYINUOUS015i THIS DEST I CONFE TO CURRENT TPI OESI', 5 1 ICA
S "DAR GA METAL PLATE CONNECTED NOGO TRUSSES Ar4G
FORE T PRODUCTS ASSOCIATION 7251. ODCA FILE 06-125 BRACED Of EIIHEA 3/13" IMIN I PLfWGC'D SHEATHING. 1/2* 11004S F
2) 1.. OESION 15 BASED Oil CLARe COMAECTOA PLATES CHLY 81 THIS B E14 DESIGNED FOR THE LOADING SHOWN DAVIIALL OR RPACIIIG HEMBEAS SPACED AT 16- 0 C. 16) Oli LITf STAIAIA SFGR,TRUSSES
SE FORCE (NIL e. Oil IN S OR HIS (it 10 USE ONFOAM NOAMEMBEA OF TAD ZAI BE CUT CoR MODIFIED III A141 WAI,
TRUSS
S A It ME TILTS
31 C0H"ECTOq PC TES SIZES ARE 8A 1)ON AYIAL I AMING, CSTALLATI I At SHALL C Ut&ESS NOTED OTHERWISE.
4, CON,LECTOR PLATE SIZES ARE CALLED OUT It I rTH IACAOSS SLOTS) WITH THIS DESIC44 12) 17) SPECIAL HANDILI C -E OLILD BE TAKE14 DURING SHIPPING AND
S9 INDICATES SEAPIIJ3 LOCATION $to Ar
LNGTM -O,,r SLOTS AND THE OFIlEr TATIO,OF THE .1 THIS DESIC44 IS APPLICABLE TO S"OPYEP SPAN TRUSSES OF ERECTIGN OF TRUSSES SEE "15-91 FOR PECONWEtAIATIONS
C LL OOTT IS 'LATE LEN(�Tt� ANE
Tf DIRECTION OF TI: CONFIG�TFIATION� :CO14FIGLJPATIOII AIAO LOAD114G,SPECIFIED BY FABRICATOR
ADDITIONAL PLATI14G FOR HAIDLIILG IPUSSES 15 FtESP0115101LII( OF FABPICATOR.
RUN 5-3-4 1 4-8-12 1 4-8-12 5-3-4_RUN
J-5-14 1-5-14 74 PLF
Max Height 5-4-3
12
350t
4
3 3590 3590
59, 359,
1.4.1 1.40
1 29# 1290 550
in 65#
11 1�
913# 913#
(3.5136% 13,51362
3x4 3x4 3x4 3x4 20 PLF
6-10-3 6-3-11 6-10-3
1-4-0 1-4-0 Forces(L-R)
20-0-0 TOP SOT WEBS
-14as 1327 -323
-1300 906 4BO
-t300 t327 460
-1465 -323
BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 q*
MEAN ROOF HEIGHT: 13
TRUSS LOCATION: (So) area
No trusses: 11 Maximum deflection occurred at bottom joint 03. UPLIFT CONNECTION REQUIRED: log 9 N AT EACH SUPPORT.
Maximum Live Load Deflection of .063* (1/15). Index-.094, (L/38101 MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
maximum Total Load Deflection of .090' (2/16). Index-.098. (L/2449) SEE NOTES 10 AND 1i ABOVE FOR GRACING REQUIREMENTS.
A k01 3-Z5-?3 OT13D At-o- ci,*-r 041U
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LU1413ES TRUSS: 20'0" COMMONS T-17
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOFt TRUE TRUSS INC -
1BOt S. GSW PKWY. 7.0 SC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRAND PRAIRIE, TX 75051 ___ �N DL TC 7 2X4 #2 N SP OF1
C--FM-STL- LL BC 0 WEBS ADDRESS:
12jil) 660-3940 -PLATE AREV LAYOUT ID:
152 OL SC 10 2X4 #3 SP SCALE.
MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY HE NOTED 3/16
I WN
It�LUNGEQ SHALL BE OF THE SPECIFIED MINIWJM GRADES. 5! COHNECTOR PLATES SHALL BE INSTALLED SfMNE1PJCALI_0 ON fOl ALL IEfjSM4 CHORD MEMBERS ASSUMED TO BE C0NTII&A)USLV 13) A- IHDICATES LATERAL BAACII4r MEMBER, fliA .114
SPEC IES. At4D 192 MAXIMUM MOISTLPE COHTENT. OR S'JCM THAT THE JOINT BRACED BY EITHER 3/0" N1111 PL(WOaD SHEATHING. 1/2' 14) 111STALLATIGH A110 ERECTICIS OF THE IP�JSS. PEPM,11017, At.0
is 01 ":"*R ALEOwABLE STRESS I�LOES. ALL IALUES USED bi T6P CKOPD SPLICES ARE t1OT RECON4EHOED TO OCCUR 4MIN, DRIWALL OR BPAQIHG MEMBERS SPACED 10' a C 14AX�, TEMPOPAP,BRACING SW_KXO BE GONE I($ACCGPG,E With
FOR DES GIt ARE 'ASED Ott I HE LATEST EOITIOIJ aF THE IJA- DIRECTLI ABOVE A BOTTOM CHONG SPLICE. L44LESS NOTED OTHERWISE, CURREHT TPI BRACING AND ERECTICA4 PUIILICATI�Ai%,
,,D.AL DESIGN STA140AFIDS F-JOLISHED Of THE NAlIC44AL 7j V-2000 APPROYAL NUMBERS: UBC 2342. FHA YCII 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIN1JDV5LVI5, THIS DESIGN CONFORMS TO CURRENT TPI DESISfi SPECIFICA-
F OREST PPQGUC7S ASSOCIATIOrt. 7251. ODCA FILE 85-125 BRACED 01 EITHER 310" IMP1.1 PLeKOW SHIFATHIMG. 112' TIC445 FDA METAL PLATE CONNECTED WOOD TRUSSES AND
21 THIS DESIGN IS BASED OU CLAP'CONNECTOR PLATES ONLY. 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MI".) DPfWALL OR SPACIIJG MEMBERS SPACED AT IS' o c. DUALITY STANDARDS FDA TRUSSES.
3. COI:4ECTOP PLATES SIZES APE BASED Ott AXIAL FORCES ONLY. Ott THIS DPAWIIIG. 114STALLATIC41 AND USE SHALL COt4FORM (MAX). LN&ESS HOTED OTHERWISE. 16) HO MEN60EP OF THE TRUSS MAf BE CUT OR t4ODIFLED V1 ANY KA�
'i COIJECTGP PLATE SIZES ARE CALLED OUT WIDTH LACAOSS SLOTS) WITH THIS DtSjaN 121 IP401CAIES BEAR140 LOCATION. t7l SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING A110
BY LENGTt, (ALOt#G SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HLB-91 FOR RECG%MEN3ATIUtjS
�IZF ULL OLLT I IPEt4TICAL LOADING AND CO?jEIGWRA71QIC -CONFIGURATION 04D LOADIIIG SPECIFIED BY FABRICAToR
-REPETITIVE 14EMBER STRESSES NOT USED�
-ADDITIONAL PLATIIIG FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATC19.
SPECIAL MANGER FOR USE WITH 14ULTIPLE ME14BER GIRDER. CAPABLE OF 59PPORTING
AND TRA145FEPRIIJG CONCENTRATED LOAD OF 2811.4 LBS. FF40M OtjE SIDE 10 ALL
14EMBERS OF GIROER 15 REQUIRED. HANGER TO 13E DESIGNED 8� A PROFESSIONAL
ENGINEER AND PROVIDED BY OTHERS, IF BOLTING IS REQUIRED. THE EFFECT OF
BOLT HOLES ON THE TRUSS 14UST BE VERIFIED BY CLARY DIVISION OF ALPINE.
ENGINEERED PRODUCTS PRIOR TO FABRICATION.
2-2-10 2-2-10 2-3i-S
Max Height 2-11-3 37 PLF
12
ED 020
4-
9 IF 0
12
A 49# 49#
44# 389f 2909# 2108# 9069
2559 0 415B#
F-) [3.51362 [3.51593
U
to PLF
FA
3XG rn 7xS J9 146 28110 16J9# Id9f
N I
lu TV 3xe
ForcesIL-R)
2-11-6 2-2-10 1 2-2-10 2-11-5 lop SOT WEBS
-5513 4930 389
-5053 4930 -495
10-4-0 -5053 6406 4436
-7163 6406 -2267
BUILDING TYPE: Enclosed Residential 2tO8
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 No UPL I FT CONNECT I ON REQU I RED: 0 AT EACH SUPPORT.
MEAN ROOF HEIGHT: 139 NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
TRUSS LOCATION: ($a) area SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: I Truss designed to support side of Hip Set with span 34-8-0
Maximum deflection occurred at bottom joint #3. FASTEN TOGETHER W17R 2 Members AeQuired
Maximum Live Load Deflection of .059" (1/16). Index-.01. (L/2102) TOP JDd NAILS 12'0 C
Max lmuM Total Load Deflection of .092' (1/16). Index-.1713. (L/1348) oAkl�ll SOT 10d NAILS 4.0.�.*
WED 10d NAILS 12'O.C.
FASTEN AT OR NEAR ALL PANEL POINTS.
i�S UIV 3-215-73 01-10,*r-DO NOT NAIL OR BOLT THROUGH TRUPS PLATES.
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 10'4" GIRDER T-16
ALPINE ENGINEERED PRODUCTS InC V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC -
1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRANO PRAIRIE. TX 75051 7.0 DL TC 7 2X6 #1 Ds SP
(214) 660-3940 —PL_ATF_AA9k K_T`NC__FDPf-STL LL BC 0 WEBS LAYOUT 10:
350 33.33 OL SC 10 2X4 #3 SP ADDRESS:
MEMBER TRUSS PLATE INSTITUTE SCALE,
TOTAL. 47 FXCFPT AS MAY OF NE)TFI) 112
10
0 rLLX*WP SHAL!.BE OF THE SPECIFIED NIfdWJM GAAOES. 5) CONNECTOR PLATES SMALL BE INSTALLED SeM14ETRICALLe ON tOI ALL TEUSIOIJ CHOAC 14EMBERS ASSUMED TO SE COUTINUOUSLI 13j 4- 11101CATES LATERAL BRXCI'4 MEMBE- .31.
SPE AND 192 kA1IMUM MOISIORE CONIE"". UP SUCH THAT THE JOINT BRACED By EITHEA 3/8" iM 111) PLfNOUU SHEATHIUG t/2- 14! INSTALLATICAI AND E"ECTIC14 OF THE T--JSS. �kmkt"' AIC
CIES. (M iM A I
FS GF HIGHER ALLOWABLE STRESS VALUES. ALL iALUES USED OR CHORD SPLICES ARE NOT WCON14E" D TO OCCUR IN) DR ALL OR ON C TOG ME14SERS SPACED 10' 0 $MAY, TEMPORAPe OPACI#IG St*GJLD BE DONE 114 ACCCACA"CE WIT"
E I GN ARE BASED Or4 THE LATEST EDIII 4 OF 11C 10- 0 IFIECTLY A BOVE A BOTTOM C�OR02SPLICE. JLESS 140TED OTHEPWISE CUFkAE11T TPI BRACING MfO ERECTION PUBLICATICd4S.
S I 'Eslc CD14FOF*�5 10 CURRENT TPI DESIGN SPECIFICA-
OFt 0 PLfWOOD SHEATHING, 112* T7('3tsAsc 'N L PLATE C0144ECTED WOOD TRUSSES M40
T AL DES GN STANDARDS PUBLISHED Be THE NATIONAL 7) V-2000 APPROVAL MJ"BE RS UBC 342, FHA ICS 2014. SOCC III ALL COMP 5STION C"000 MEMBERS ASSUMED TO BE CONTItaUDUSLY%S)
10" 8�AC FOR META
F D'W ST PRODUCTS ASSOCIATI014 7251, BOCA FILE 96-1,15 ED Be EI HEP 3YO" QUALITV STANDARDS FOR TRUSS
21 THIS IS BASE0 OF$CLARf COI*4ECTDA PLATES Olky THIS TRUSS MA 5 BEEN DESIGNED FOR THE LOADING SHOM ;141 14.1 DRIWALL OR BRAC1146 MEMBERS SPACED AT 16' o C. 16) JbO ME14SER OF I 1 5 ES
06SIGN A 4 A$]AL FORCES ONLY. "I "Af BE CUT GA MODIFIED DO Atif WAe.
3? CONME TOA PL TES SIZES JL;`E BASED at ON THIS DRAW INSTALLATION A110 USE SHALL CONFORM MAX). UNLESS I$OTED,OTHEPWISE.
C S DEI11G. 12) INDICATES BEAR 140 LOCATION 0) SPECIAL HNAULP"IEG CAUE SHOULD BE TAKEtl UUAI1#G SHI�PIUG AJjU
4) CONNE 0 PLATE SIZES ARE CALLED OUT WIDTH 1ACAOSS SLOTS) WITH THI SIGN ERECTION OF 7 RUSSES SEE mrB-91 FOR PECCMMEfJDATIO�4S
20 AND SHUR""SPAN TRUSSES OF
81 LENGTH IALOf4G SLOIS� THE WIE"TkT,104 OF T11'E' 9' 1 IS S"W IS PPL CA -E I.
I.,r
SIZE CALL OUT 15 TUL-UMCT OF I, "E L".T I�EIT`D�EAL LOA.111A. ONF]IGU11111'., -CONFIGURATION A14D LOADI I IG SPECIFIED BY FABRICATOR
-REPETITIVE MEMBER STRESSES 140T USED.
-ADDITIONAL PLATING FUR HAIIDLI14G TRUSSES IS RESPOMSIBILIJY OF FABRICATOH.
FKM 5-0-0 1
Max Height 2-10-3
37 PLF
12 820
ej 305# 385#
-T� -T-
4670 467#
13.5)13% [3.51 13%
174.5 PLIF
3x4 x
F
5-0-0 Forces(L-R)
TOP BUT WEBS
1-4-0 1 5-0-0 0 0 -83
ABUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 no
MEAN ROOF HEIGHT: 13
No trusses: I One Halt of 7-0-0 Trusses supported by Bot Chord TRUSS LOCATION: (Se) area
Mid panel point deflection .1387 UPLIFT CONNECTION REQUIRED: 2-11 if AT EAC14 SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
�3-25-93 010b Acr- -.. -PAL&
2X4 #2 N SP ENG. FOR: TRUE TRUSS INC
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 5'0" MG T-15
ALPINE ENGINEERED PRODUCTS Inc V ;)000 2-0-0 LL TIC 30
IeOi S. GS1W PKWY, BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRAND PRAIRIE, TX 75051 7.0 DL TC 7 2X6 #1 Ds SP LAYOUT 10: OF
-C---F0"rL- LL BC 0
-T-N
� 12J,I) 660-3940 --P-L ATE--A -. WEBS
48 33.33 DLFBC 10 2X4 #3 SP AODRESS: SCALE
MFMBER TRUSS PLATE INSTITUTE I TO At 47 FxrPPT AS MAY F� tj,-�T�O i 112
1),LU48EP SHALL BE OF THE SPECIFIED MMIMOM C�ODES. 5) COHHECTOR PLATES SHALL BE 111STALLED StMWEIRICALLt 011 10) ALL 1015101�C-1-D MEMBERS ASSUMED TO BE C(X1IItA",JSL' 131 1- 111DICATES LATERAL SAXCItC MEMBER (INA"Its
SPECIES ANID 19%MAXIMUM MOISTURE CDHTE14T. OR S'_ICH THAT THE J01t4T SPACED By EITHER 3/8" (kill) PLfotUOQ SHEATHP46. 4/2' 14) ItISTALLATHAl MAD ERECTIGII OF THE TPUSS. PEPM—EIII, All',
IS OF .'IGI*P ALLOWABLE STRESS VALUES. ALL 4ALUES USED 15� TGP CrkPO SPLICES ARE NOT MCGMl4EJTDED TO OCCUR (Nill, DPVWALL OR BRACIfIG MEMBERS SPACED IG' 0,C (MAXj TEWORARV BRACIPIS SHOULD BE 00tk I" ACCOMAtKE WITH
FOR DESIR4 ARE BASED Off THE LATEST EDIT014 OF THE ItA— GIRECTL"ABOVE A BOTTOM C.OAG SPLICE. UNLESS t4OTEDIOT.ERWISE CUR1REIIT TPI SPACING AND ERECTION P'JOLICATIONS
11DUAL DESIGN STANDARDS PUBLISHED 8' THE"ATIOI-AL 7) V-2000 APPROVAL HUNINERS: USC 2342. FHA ICS M4. SBCC It) ALL COMPRESS Ot4 CHORD mEHRERS ASSuMEO TO BE CONTPAJOUSLY15) THIS DESIGN C011FORMS TO CuPPENT TPI DESI�SPECIFICA—
FOREST PRODIXIS ASSDCIATIOU. 725t. BOCA FILE 86-125 SPACED BY EITHER 3/8- (14114.) PLYWOOD SHEATHING. 1/2' TIC445 FOR METAL PL&TE COtMECTEO WOOD TRUSSES AND
2 THIS DESIGN IS BASED Oil rLAR'COMIJECTOR PLATES ONLI 0) THIS TAUSS HAS BEEN DESIGItED FOR THE LOADIIIG SHOWN (MIN.) DA(WALL OR SPACING MEMBERS SPACED AT S6* 0 C. GUA-LITY STANDARDS FDA TRUSSES.
3� CONNECTOA PLATES SIZES APE BASED 114 AXIAL FOArES Ot&Y. Oil THIS DRANVIG. IIISTALLATION MA)USE SHALL COIJFOPW IMAXI. UNLESS NOTED OTHERWISE. 961 tPO MEMBER OF THE TRUSS MAN BE CUT OR MODIFIED IH ANY WA�.
4) COjslECTOA PLATE SIZES APE CALLED OUT WIDTH 1ACAOSS SLOTS1 WITH THIS DESIGN ta) INDICATES E1EAAINO LOCATION t7l SPECIAL HANIDLIJIO CAPE SHOULD BE TAXEN DURING SHIPPI140 Alto
1, LI�L" 11TQSI AND THE IEIIIIII.11 I 1�1 9) THIS DESIG?4 IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIS-91 FOR WCCO�ENOATIOITS
IDENTICAL LOADVIG AND COtjFIGLJRAIIO!4.
'ILE L T"E -CCNFIGURATION AND LOAD114G SPECIFIED BY FABRICATOR
-REPETITIVE 14EMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE
PREVENTION OF PON01NG MUST BE MADE AND IS NOT THE RESPONSIBILITY
OF THE TRUSS FABRICATOR OR CLARY.
RUN 4-3-8 1 0-8 1 2-0-0
1-5-14
max Height 2-10-3
74 PLF
X
rd 630
174#
fM r_1
Li
7 t48#
231
IT,
2970
CIA 40# (3 5111%
-11
3061,
7)(5 13�51122
3x4
IN,
3
3x4 12 20 PLF
4-3-8 2-8-8 Forces(1.41)
TOP DOT NESS
1-4-0 7-0-0 -529 467 -175
-529 295 399
0 -363
-64
BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 no
MEAN ROOF HEIGHT: 139
No trusses: I Maximum deflection occurred at bottom pint #2. TRUSS LOCATION: ($a) area
Maximum Live Load Deflection of 0' (0/16). Index-.049, (L/7636) UPLIFT CONNECTION REQUIRED: 0 AT EACH SUPPORT.
Maximum Total Load Deflection of 0* (0/16). index-.051, (L/0) NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
RrV -7-Z5-9,3 0031 4,-F. -n A[Uk,,
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 7'0" MHV-5
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - I
IBOI S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A & C DATE; 27 Jan 1993
GRAND PRAIRIE, TX 75051 7.0 DL TC 7 2X4 #2 N SP
J214) 660-3940 _P_LA_TF_AREA: K INC.-_FOA_STL_ LL BC 0 WEBS LAYOUT 10:
OL BC 10 2X4 #3 SP ADDRESS: S A
174 33.33 ,/J�
MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BF NOTFO 112
1) �U`48EP SHALL.BE OF THE SPECIFIED MIUINUM GRADES. 51 COTHIECTOP PLATES SHALL BE 1115YALLED SVNNETPICALLV ON 10) AIL TE16101A C.OPO MEMBERS ASSUMED TO BE C0NTIt*KrJSL, IV lip- INDICATES LATEPAL SAXCIIA,MEMBEQ f1YA 4111 %
SPECIES. AND 19%kAY11O.Am MOISTURE COFITENT. OR SUCH THAT THE JOINT SPACED by EITHER 3/6" MITI! RLIKOOD SHEATHING. 1/2* 14) DiSIALLATIGH MID ERECTION GF THE TRUSS. -EQMAf*11T Alc
IS OF HIGHER ALLOWABLE STRESS VALUES, ALL 4ALLNES USED dj TCP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MITI, DA�WALL OR OPACIrXi MEMBERS SPACED 10' 0- (MAX!. JEMPOPAR, BRACINS SHOULD BE 00fiE 114 ACCuP"FKE KITH
FOR OESIG11 ARE BASED GO THE LATEST EDITION OF THE f�A- DIRECTLY ABO�E A BOTTOM C-OFr1 SPLICE. '"i ESS NOTED OTHERWISE CUAAE1JT TPI BPACMG AND EPECTICN PLOLIC.TIUIS.
TIONAL G(5IGr6 STANDARDS PUBLISHED 13Y THE NATIONAL 71 V-2000 APPROVAL NUMBERS: USC 23A2. FmA TCB 2014, SOCC it) ALL COMPRESSION CHORD ME14BEFIS ASSUMED 10 BE M4TIfrU0USLej5j THIS DESIGN CONFORMS TO CURKHT IPI DESI�N SPECIFICA-
FOPES I PRODUCTS ASSOCIATION, 7251. BOCA FILE e6-125 SPACED Of EITHER 3/8" (MITI ) PLfWWO SHEATHING, 1/2' 110f4S FOP METAL PLATE CG44JECTEG WOW TRUSSES AtC
21 THIS OESIGN IF A-.ON CLAPI COUNECIOR-.'ES Of-I. Bi THIS TRUSS HAS SEEff DESIG14CO FDA THE LOADING SHOWN (MITI,) OP(HALL OR BRACIfIG MEMBERS SPACED AT 16' a C. WALIT(STAINOAADS FDA TRUSSES,
3� 1—CT OR RL A TES SIZES ARE BASED ON AXIAL FORCES ONL�. 014 THIS OPAWIIIG� 114STALLAITOU A11D USE SHALL CONFORM NAY). UI&ESS 110YED OTHERWISE, IS) NO ME140EP OF THE TRUSS MAf BE CUT OR MODIFIED IN ANV WAs
4) CONIIE clon PLA TE S IZES APE CALLED OUT WIDTH IACPOSS SLOTS) WITH THIS DESIGN ta) Se MOICAIES BEAPPIO LOCATION 17) SPECIAL HANDLI11G CAPE SHOULD BE TAKE11 DUAINC,SHIPPIFJG AND
BI LENGTH (AI_ONG SLOTS1 AND THE OPIENIA I'D"OF THE THIS DESIGN IS APPLICABLE TO�.OPIER SR.T.S OF ERECTION OF TRUSSES SEE MID-91 FOR RECOMMENDATIONS
517F CA( OUT IS THE VIEEC".,OF I.,All Ll NG'. T"E" CONFIGURATIQN� -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-REPETITIVE MEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING IPU55ES 15 RESPONSISILITe OF FABRICATOR.
-ANT I C I RATED HORIZONTAL IAOVE14ENT UNDER TOTAL LOAD - .274'
3-5-11 3-6-9
RUN 4-3-6 3-4-0 3-7-7 5-4-5 5-2-9 5-9-1 -AM
1-5-14 02 02 02 02 02 #2 1-5-J4
Max Height 9-6-3 74 PLF
332#
2650 3910
2570
395#
25140/
12 2770
6 t4B# D�
86f 930 940 127# 1610 Boo
6P 400
1602#
3X7 16010 13 5153%
13.5i46x
J.12 4 3xA 3x4 3x4
3x8 3x7
31T%2 3x5 x
3 in 20 PLF
12
1-1-12
4-3-8 4-7-9 4-7-2 4-9-5 7-il-to 7-2-10
#z 02 02 #2 -0 2- 02 Forces(L-R)
w A 2x4 2x4 2x4 2-4 q 2XI-4-0 TOP SOT WEBS WEBS
34-8-0 -59ig 5435 -278 AM
-5919 3370 2500 -368
-3436 2%5 -799 0
-2571 2t53 927
-1918 2189 -794
_t9la 2641 $to
-2670 -887
-2954 1383
Z�BUILDING TYPE: Enclosed Residential -679
CODE: Standard Building Code (SBCCI 1991)
No trusses: I Maximum deflection occurred at bottom joint #3. WIND SPEED: 110 mph
Maximum Live Load Deflection of .36" (6/16), Index-.311. (L 1156) MEAN ROOF HEIGHT: 131
Maximum Total Load Deflection of .564" (9/16). Index-.325, (L/7381 TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 10fro # AT EACH SUPPORT.
Vk1Aj NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
i?,rV 3-Z5--9.3 01,JD *--F SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING iPSF) TC LUMBER TRUSS: 34*8* SPEC T-8
ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 #2 Os SP ENG. FOFt TRUE TRUSS INC
1001 S. SSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRAND PRAIRIE, TX 75051 7.0 DL TC 7 2X6 0 1 Ds SP F
12 14) 660-3940 -PL_KTE__kA9k.__ 9-INC.-FOA STL LL BC 0 WEBS LAYOUT TO: S.
MEMBER TRUSS PLATE INSTITUTE 790 33-33 OL ac 10 2X4 #3 SP ADDRESS: S C-A L E_:
TOTAL 47 FXCFPT AS MAY OF NOTFO 1/8
t�? LLVIBEA SH;LL BE OF THE SPECIFIED MINIW�C�RADES. S? COlNECIDR PLATES SHALL BE INSTALLED SIM.El-ICALLI Oil 10) ALL TEVISIU11 CHO�G MEMBERS ASS-jMED TO BE COUTINt"J51_1 IV 0- 11101CATES LATERAL BRAC116 MEMBE" (I$A M11A
SPEC I AND 1911 MOISTURE COUTENT. OR S�JCM THAT THE JOINT BRACED 8V EITHITN 3/6" IMIII� PLOW"SHEATHING. 112' 14) INSIALLAT E�ECTIGII OF THE I PE..A,AE"T. AND
41ER ALLDW,, E STRESS VALUES. ALL OALUES USED 61 OP CW-040 SPLICES ARE NOT FIECOWIENDED TO GCOUR (MIN) DRiNALL OR BRACING MEMBERS SPACED 10' 0 C (MAXJ, TEMPGPAR, IlNG 51,0 ""'.S�. ITH
'S- IDII A'D
5 Cf . 8L BRAC ULD BE D&C I C
I OR Of MN ARE BASED ON THE LATEST EDITION OF THE 11A- DIPECILV ABOVE A BOTTOM CHOW SPLICE, UtCESS NOTED GTHERWISE CURRENT TPI BRACING AIC ERECTION P�BLICATIGIIS
TIONAL RSIGN STANDARDS PUBLISHED DO THE NATIONAL 7) V-2000 APPROVAL NUMBERS U13C 2342. F�A TCB n14. SBCC 11) ALL COMPRESSIO14 CHUM ME14DERS ASSUMED TO BE COIjTIr0UOUSLn5) THIS DESIGN CDHFDP*tS TO CURRENT TPI DES1511 SPECIFICA-
FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 06-125 BRACED DO EITHER 3/6 (14114.1 KINOCI)SHEATHING. 1/2' TIGUS FOR METAL PLATE CC44JECTED WOGb T-JSSES AIC
21 THIS DESI&I IS BASED ON CLAQ f COI&IECIOR PLATES 014LO 01 THIS TWJSS HAS BEE14 DESIGNED FDA THE LOADIIAG SHOWN IMIN.) DRfWALL OR SPACIIIG MEMBERS SPACED AT tb- 0 C. QUALIT, STAISDARDS FGA TRUSSES.
3, CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES Ot&'� ON THIS DRAWING. INSTALLATIGH A14D USE SHALL C014FOON (MAX). Uf&ESS 14GIED OTHERWISE. 16) 140 ME14SEP OF THE TRUSS MAO BE CUT OR MXIFIED 114 ANf WAI.
1
4 CTW#JECTOA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) NIiH THIS DESIGN 12) g8 INDICATES BEAA1140 LOCATIO11. t7j SPECIAL 14001_1140 CAPE SHOULD BE TAKEN DUAIlJt SHIPPIrr, AND
51 LENGTH 0,S SLOTS! Al.THE ORIENTATION I THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TPLISSES OF ERECTION OF TFOJSSES SEE .10-St FOR RECCMMEfUAIIONS
SIZE CALL In ANr CONFIGURATION.
_C011FIGLARATIOU AtU LOAD114G SPECIFIED B? FABRICATOR
-PEPE I ITIVE 14EMBER STRESSES 140T USED.
-ADDITIOtIAL PLATItIG FOR HAtADLIOG TRUSSES IS RESPOI451BILITe OF FABRICATOR.
-ANT I C I PATED HORIZONTAL MOVEMErIT LRIDEA TOTAL LOAD .572"
3-5-11 3-6-9
RUN 4-3-8 3-4-13 3-7-7 4-6-11 4-4-15 4-4-15 4-3-8
i-S-14 02 02 02 02 02
Max Height 9-6-3 tb F_ 74 PLF
J2 k
0)
302#
67,<V
257#1 3320
6#
114f Z232:�
12 277f 254f 3110
5 F71 148# 80
10 86f 93# q;' 1150 1340 1116.
4' 400
16650 16650
(3,5148% 13 5J663
3x4
Hs714 3x4 I D, —1
3x4 5X5 7xa
Ax 12 20 PLF
12 12
4-3-8 4-7-9 4-7-9 4-9-5 6-9-2 6-7-6 4-3-0
02 02 02 02 #2 02 ForceS(L-P)
1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 TOP BOT WEBS WEBS
36-0-0 -6604 6088 -278 791
-6604 3632 2925 -711
-3696 2065 -859 tau
-2772 2327 989 -312
-2096 2398 -027 0
-2096 3040 637
-2995 A645 -909
-5039 t571
-5039 -051
j ]Y-E: ENCLOSED RESIDENTIAL
BUTmTNG
No trusses: I Maximum deflection occurred at bottom )Dint 04. COnE: STANDARD BUILDING CODE (SBCCI 199j)
WIND SPEED; 110 MPH
Maximum Live Load Deflection of .474* (8/16). Index-.395, (L/910 MEAN ROOF HEIGHT: 13 FT.
MaxiMuM Total Load Deflection of .742* 02/16). Index-.4i2. (L/502) TRUSS LOCA'ION: (Se) area
RECOMMENDED CAMBER: .4" UPLIFT CONIECTION REQUIRED: /019*tAT EACH SUPPORT LOCATION.
NET WIND POESSURES BASED ON DEAD LOAD SHOWN BELOW.
W14P Ay (�._j SEE NOTES I0 AND it ABOVE FOR CHORD BRACING REG.UIREMENTS.
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0' ST.VAULT T-7
ALPINE ENGINEERED PRODUCTS InC V_�!000 2-0-0 LL Tc 30 2X4 #1 Os SP ENG. FOR: TRUE TRUSS INC -
1001 S. GSW PKWY. 8C LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRAND PRAIRIE. TX 75051 7.0 OL Tc 7 2X6 #I OS SP LAYOUT 10* F
12141 660-3940 -PLATE-AR5A: INC� -FOR-STL LL BC 0 WEBS �p
844 33.33 OL BC 10 2X4 #3 SP ADDRESS: _S C_A L_E:
MEMBER TRUSS PLATE INSTITUTE 225 h.s. TOTAL 47 EXCEPT AS MAY OF NOTEO 1/6
It,LU48EP SHA�L BE OF THE SPECIFIED kIIIIMUIM GRADES, 5! CC4#IECIDR PL4TE5 SHALL BE 11151ALLED SfMWETAICALLe ON 101 ALL IE145IC41 CHDRD MEMBEAS ASSUMED TO BE C0I1IINkJUU5L( 13? .16- INDICAYES LATERAL bRAE114G Eww. 1 1$1 .111
Si`EZIES' Alk 19X MAIiw�M0IS7!JPE CaIIIENT. OP S�C># THAT THE jazut BRACED Elf EITHEA 3/6" ("Pit PLINOOQ SHEATHI(iG. 112- 14! IIISTALLATIGT AIG EFECTIGII CF THE T�IjSS, PEAk"'C"T. AtC
IS'5F -IG"EP ALLOWABLE STRESS "ALLIES. ALL �At_UES USED 6! TCIP CHORD SKICES APE HOT PIEC(impiENDED TO OCCUR (MIHI DRIWALL OR BPACIf*MEMBERS 5PACEU IG' 0 C (NAk TEMPOPAR,BRACIH%SHOeJLD BE DOtIE 114 ACCORG"WE With
FQR DESIG#4 ARE BASED 014 THE LATEST EDITION OF THE IIA- rIPECT1_V ABOVE A BOTTOM CHORD SPLICE, UtA_E5S NOTED OTHERWISE CUPREIIT TPI BPACIt4G A10 EPIECIIGII PUBLICATIGIIS
71DNAL CESIGN STANDARDS F-JBLIS"ED Be THE NATIONAL 71 V-2GOO APPROVAL 14UMBERS: 98C 2342, FHA TCb Z1014. SBCC III ALL CDWFIESS1016 CHORD MEMBERS A55UMEO TO BE CC44TINUOUSL454 THIS GESICiN CO1W`DRMS TO CURRENT IPT OE51GN SPEcIFICA-
FLAEST PRODUC I S AS53CIA I ION 7251. BOCA FILE 66-125 BAACEO Bf EITHER 3/8" !Mitt.) PLYWOOD SHEATHING. 112' TIGHS FOR METAL PLATE CC444ECIEG W05D IALSSES AIC,
2) THIS OES]C4J IS BASED DIA CLAA1 CONNECTDA PLATES ONI_y 9) THIS TRUSS HAS SEEN DE51511ED FOR It* LOADING SHDW14 IMIU.) OP�KALL OR BAACII16 MEMBERS SPACED AT #6* tr,c, DUALITe STAtIOARDS FGA TRUSS".
BA D C04 AXIAL FORCES 01&f. ON TH15 DPAWIIIG, IIISTALLATIC44 AIII)USE SHALL CONFORM (MAY). t*41LESS IIGTED OTHERWISE, Ifil 140 MEMBER OF THE TRUSS MAV BE CUT OR 140001FIED It4 AN, HA,
3) _oNIIEcTOP PLATES SIZE S A.AE SE
.I c3t4NEC I CA PLA IE S IZES APE CALLED OUT WIDTH AACTIDSS SLDTS) WITH THIS DESIGN 121 8B INDICATES KAAIIIG LDCATINI 171 SPECIAL HAUDI-1113 CAME SHOULD BE TAKEII DuPIHG SHIF�1113 AND
LIIIGTn TALI IG I AND THE A""'OF THE 91 1 IS OESIrN IS APPLICA111-1 TO SMORIER SPA.TRUS.S OF ERECTION OF TRUSSES SEE HID-91 FOR PECGHMENDATIUNS
LEND'.. �.T.CAL L.A.."
CALL OUT 11 1.NIS O"'CV, AT,
DIRECT..
51 1 OF I, III
I -CO FIGURATION A14D LOADING SPECIFIED Be FABRICATOR
(!UrLOrNG TYPE: ENCLOSED RESIDENTIAL -PE"ETIIIYE 14ENBER STRESSES NOT USED.
UDE: STANDAPO BUILDING CODE (SBCCI 1991) p
rND SPEED: Ito MPH -ADDITIONAL PLAT114G FOR HANDLING TPU55ES IS FIESPONSIBIL17f OF FABPICATclp.
-THIS TRUSS IS DESIGNED GNLV FOR THE LOADS SHOWN. PROVIS1044 FOR THE
HEAN ROOF HEIGHT: 13 FT. PREVENTION OF PONDING MUST BE MADE AND IS HOT THE FIESPONSIBILIT/
TAUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR OR CLAPf.
UPLIFT CONNECTION REOUIRED: /0/5#AT EACH SUPPORT LOCATION. -ANTICIPATED H0FIIZONT4L MOVEMENT UNDER TOTAL LOAD 518'
NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW,
SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REGUIrl"MENTS.
4-3-8 3-1-4 3-1-4 3-J-4 3-4-12 2-8-0 4-2-8 3-11-0 3-111-0 4-3-9
RUN
1-5-14 W2D.5 VZD5 OZ 02 02 #2 #2 02
A AN 74 PLIF
Max Wight 8-10-3
12
N".e, & 2�40 25.4#
240# 301
23 290#
230#
14VII
23
12 2630 a3#
6 [7' 5*
J, TAR#
in 148#
1 81# 030 66# 7t# 88# 120# 99
X
co A to 40# 40#
16650 1665t
(3.5148% 13.5)66)
H5714 3x4 5x6 7Ke
3x4 3x4 3x4 w
A%12 3 3 20 PLIF
12 12
4-1-12 2-8-0
4-3-8 4-1-11 4-5-3 6-2-0 5-10-8 4-3-0
42 42 02 #2 #2 #2 tj iD3 ,�h Forces,k-P)
2x4 2x4 2x4 2X4 2x4 2x4 2x4
36-0-0 TOP TOP BOT WEBS Kas
-6604 -5039 6088 -26A 758
-6604 37F,3 2820 -815
-3839 2W -876 771
-294 1 2483 t000 -698
-227-1 2036 -810 093
-2025 2530 823 -294
-2265 31A6 -878 0
-3127 4645 825
-5039 -34
No trusses: I Maximum deflection occurred at bottom joint #4.
Maximum Live Load Deflection of .462" (7/16). Inoex-.355, (L/935)
Maximum Total Load Deflection of .724* (12/15). Index-.402. (L/597)
RECOMMENDED CAMBER: .39"
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING 1PSF) TC LUMBER TRUSS: 36*0* SH-17 T-6
ALPINE ENGINEERED PRODUCTS Inc V -000 2X441t5S SP ENG. FOR. TRUE TRUSS INC
10011 S. GSW PKWV. 2-0-0 LL TIC 30 8C LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRAND PRAIRIE, TX 75051 7.0 DL TC 7 2X6 01 Dis SP
(214) 660-3940 P(ATE AArk 9 INC FOR _STL LL OC 0 WEPIS LAYOUT 10:
872 DIL 2X4 03 SP ADDAESS:
ImEMBEA TRUSS PLATE INSTITUTE 22 s. 33,33 SC 10 SCALE:
i 5 h, ]IOTA� 4 7 FYCFPI AS MAY OF NOTED 1/6
1) LUMBER SMALL BE OF THE SPECIFIED MINIW�GRADES. 51 CONNECTOR PLATES SHALL BE II&STALLED SOMNIETUICALL0 ON 10� ALL IEtISIGII CHORD MEMBERS ASSUMED TO BE CONTINUOUSLI 131 *' IfJOICAILS LATERAL SAACU443 MEMBER IIX4 MIN
SPE CIES AID 19%UAIIWJM MOISTURE CONTENT. OR S'JCH THAT THE JOINT SPACED By EITHER 3/9" IMIIN PLIKODU SHEATHING. 1/2' 14) INSTALLATION MID EPECIION GF THE TRUSS, PE-.AfIEIIT. AIC
IS OF-IGhEP ALLOWABLE STRESS 1ALUES. ALL OALUES USED Of T5P CHORD SPLICES APE NOT RECOMMENDED TO OCCUR (MIN) DRIWALL OR SPACING MEMBERS SPACED 10' 0 C IMAXj TEMPOPAR, SPACINU StICYLILD BE DQIIE IN ACCCHOA$ICE 017H
FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED fThERNISE CUPF*NT TPI SPACING AND ERECTION PUBLICATIGTIS
TIONAL GESIGH STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NLIMSERS: UaC 2342, FHA IDS 2014. SOCC 11) ALL COMPRESSIrU CHORD ME14MAS ASSUMED TO BE CONTINUOUSLY15s THIS DESIGN CONFORMS TO CUPMENT TPI DESIGN SPECIFICA-
FOPE ST PRODUCTS ASSOCIATION 7251. BOCA FILE 06-125 SPACED BY EITHE14 316" (MIN I PLVWOGO SHEATHING. 1/2* TIC44S FOR METAL PLATE M44ECTEG WOOD IPuSSES AfA)
21 IN 15 DESIGN 15 BASED ON CLARY CO!*IECTOP PLATES ONLY 0) THIS TRUSS HAS BEE14 DESIGNED FOP THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT i6o c.c. DUALITY STANDARDS FOR TRUSSES.
31 C01'JECIGA PLATES SIZES ARE BASED ON AXIAL FORCES OIJL(- ON THIS DRAWING INSTALLATION AND USE SHALL CONFORM (MAX1. UNLESS NOTED OTHEPWISE� IS) 100 MEMBER OF THE MJSS MAY BE CUT 00 MODIFIED IN ANI MAY
4) COt:AECTCR PLATE SIZES APE CALLEC,OUT WIDTH 9ACROSS SLOTS) WITH THIS DESIGN ta) gS INDICATES 8EAAINO LOCATION 17) SPECIAL HANDLINO CARE SHOULD BE TAKEN OUPP�,SHI�[N&AND
By LENGTH IALOG SLOTS) AND THE ORIENTATION OF THE 9i THIS DESIGN IS APPLICABLE TO S"OPTEP SPAN TPUSSES OF ERECTICA4 OF TRUSSES SEE .10-91 FOR RECOMMEtIOATIONS
% 'H,
-CCAIFIGURATION AND LOADING SPECIFIED BY FABRICATOR
&BUILDING "'PE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NOT USED.
CODE: STAKIARD BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
WIND SPEED 110 MPH -THIS TRUSS IS DESIGNED ONLY FDA THE LOADS SHOWN. PROVISION FOR THE
14EAN ROOF it-IGHT: 13 FT. PREVENTION OF PONDING MUST BE 14ADE 440 IS NOT THE RESPOliS]BILIT(
TRUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR OR CLARY.
UPLIFT CONIJECTION AEOUIRED: /0/5'PrAT EACH SUPPORT LOCATION. -ANTICIPATED HORIZONTAL 140VEMEIIT UNDER TOTAL LOAD - 54'
NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW.
SFE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REGUIREMENTS.
3-5-31 3-4-0 3-5-8 3-3-0
RUN A-3-8 3-5-11 3-9-3 3-4-0 3-3-0 4-3-8
1-5-14&*2D, If Z j)5 #2 02 02 42 #2 02 74 PLF
Max Height 7-10-3
12
IZQ 6
2630 2470 254#
3.- 11 5,� 26ef 251 IT 2410
257#
12 A 2760 2680
2-570 '6"' 25'IT 24 11
2761
148# TARO
92# 107# 1220 lief, J000
01b
X
CU (b 40# 400
X
1665# 16651
(3,5148% (3 5166%
,6
HS7i4 3x8
;?z - ! 3.
3x4 5x6 7xB
A-A 3 3 SX/Z 20 PLF
12 12
4-3-8 5-2-8 5-6-0 6-8-0 5-2-0 4-10-8 4-3-8
02 02 #2 #2 02 #2
1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 ForceS(L-R)
36-0-0 TOP TOP BOT WEBS WEBS
-6604 -5039 6088 -277 -759
-6604 3626 2934 746
-3547 2850 -865 -687
-2566 2342 901 t662
-2295 2721 -872 -2b9
-2263 3291 886 0
-2530 46AS -105
-3318 -05
-5039 077
No trusses: I Maximum deflection occurred at bottom joint 04.
Maximum Live Load Deflection of .455" (7/16). Index-.38. (L/949)
Maximum Total Load Deflection of .714' (it/16). Index-.397, (L/605)
RECOMMENDED CAMBER: .39*
Z� RCV -3-,?S-?3 01A)b.A-F
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0* SH-15 T-5
ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL Tc 30 2X4 AI!55 SP& ENG. FOF;t TRUE TRUSS INC
1801 S. GSW PKWY. 7.0 OC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRAND PRAIRIE. TX 75051 DL TC 7 2X6 #1 Cs SP OF/0-
(214) 660-3940 PLATE AREA: 9 INC FOR STL LL BC 0 LAYOUT To*
WEBS
MEMBER TRUSS PLATE INSTITUTE 874 33.33 DL OC 10 1 2X4 03 SP AODRESS: kA�8'
225 h.s. IOrA(- 47 EXCEPT AS MAY OF. NOTED I/
1) LkIABEA SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SMALL BE 111STALLED SfMAETRICALLt 014 0) ALL IENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLI 131 0' 11101CATES LATERAL OQXCING MEMBER Ill,.11.
'S�ECIES. AND 19%MAxImUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED a,EITHER 3/8" (MINI PLINGUO SHEATHING. 1/2- 1,U IHSTALLATIO61 AND EPECTIC41 GF THE TRUSS. PE�MA14ENT. MID
is �F HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TGP CHORD SPLICES AM NOT RECOW4ENDED 10 OCCUR (MIN, DAIWALL (04 BRACIN(i MEMBERS SPACED 10' 0 C (MA�i. TEMPORAPf BRACING SHOULD BE 0011E 114 ACCC440"CE WITH
Fop DESIGN ARE BASED 014 THE LATEST EOITIO?l OF THE 11A- GIRECtLV ABOVE A BOTTGM CHORD SPLICE. UA,ESS NOTED OTHERWISE CURRE11T TPI BRACING AMO ERECTIGU PJOLICATJ5NS,
TIOUAL DES I GU 5 rAUDAROS PUBLISHED OV rtc NATIONAL 7i Y-ZOOO APPROVAL NUMBERS. 'JOC 23A2. F"A TC8 2014. SBCC Ill ALL COMPRESSIC44 CHORD MEMBERS ASSUMED TO BE CONTINUOUSLI15l THIS DESIGN CDtAFDWS TO CURRENT TPI DES1514 SPECIFICA-
FOREST PROLUCTS AsSaCIATION 7251, BOCA FILE a6-125 BRACED Of EITHER 3/e" IMINA PLVWDCO SHEATHING, 112' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND
2) 1 HIS DESIGN IS 13ASED ON CLARe CON'JECTOR PLATES ONLY. 8) THIS IWjSS HAS BEE14 DESIGNED FDA THE LOADING SHOWN IRINJ DRIWALL OR BRACING MEMBERS SPACED AT 16o 0 C. QUALITY StANUAROS FCiP TPIUSSES.
31 Cora kCTOP PLATES SIZES APE BASED ON AXIAL FORCES ONL(. Oil THIS DRAWING INSTALLATIGH AND USE SHALL CONFORM tMAX), Ut&ESS NOTED OTHERWISE. 16) 110 ME14KQ OF 714E TRUSS MAI BE CUT OR MOCIFLEa 114 ANf MAI,
41 CONNECTOR PLATE SIZES ARE CALLED DiT WIDTH IACAOSS SLOTS) WITH THIS DESIGN t2j 89 INDICATES BEAA11413 LOCATION 0) SPECIAL HNADLIHO CARE SHOULD BE TAKE14 U�114G SMIl-ING AUD
By LENGTH IALDIG SLC;fS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF EfIECTIO11 OF TRUSSES SEE H18-91 FOR RECOMMENDATIONS
SIZE CALL OUT I F ND CONFIGJAA110N -CC41FIGURATICII 04)LOADI14G SPECIFIED BY FABRICATOR
,&BUILOING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE 14EIMBER STRESSES NOT USED.
-ADDITIC44AL. PLATVIG FOR HANOLjrkG TRUSSES 15 PE5PONSIBILITV OF FABRICATOR
CODE: STANDAno BUILDING CODE (SaCCI 19911 -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWI4. PROVISION FOR ]HE
WIND SPEED: 110 MPH PFIEVENTIOIll OF POt4DIf4G MUST BE MADE A140 IS 14DT THE PESPONSIBIL11(
MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLAPf.
TRUSS LOCATION: (Se) area C
UPLIFT CONNECTION REOUIPED: 1016 ff AT EACH SUPPOV LOCATION. -ANT1 IPATED HGPIZC44TAL MOVEMEIff LRIDER TOTAL LOAD 57"
NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW.
SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REGUTREMENTS.
2-9-il 3-1-3 3-10-8
RUN A-3-8 2-9-it 5-4-0 5-4-0 4-2-0 4-3-8
1-5-14 -f2 IDS #2 02 02 ?-D5 2-_DS At, #2 it 2-Z)s 74 PLF
Max Height 6-10-3 (b
12
3120 3959 352#
218# 2980
3.4
29if
6 F _OA sts
M Cq 1480 4AB
820 870 152t 187# 1
40# 400
16;5# 665#
HS714 "7x a C 13.5)48X 13.51662
30 .6
3x4 3x8
4%12 4X5 3
12 J2 20 PLF
4-3-8 A-2-8 4-6-0 to-e-O 9-0-8 4-3-8
#2 #20s 0 20s 0209 #/ps
1-4-0 2X4 2xA 2x4 2X4 2x4
36-0-0 Forces(L-P)
TOP BOT was WEBS
-6604 6086 -253 -766
-6604 3855 2736 1819
-3621 3tO5 -890 -292
-2884 2742 9t5 0
-2580 3129 -045
-2518 4645 977
-2615 -23
-5039 -322
-5039 907
No trusses: I Maximum deflection occurred at bottom )oint 04.
Maximum Live Load Deflection of .451' (7/16). Index-.375, (L/958)
Maximum Total Load Deflection of .707' (11/16), Index-.393. (L/611)
RECOMMENDED CAMBER: .30"
&pEV 9-Z:5-13 O/AD A-L�F
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) Tr- LUMBER TRUSS: 36'0' SH-13 T-4
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 hj SS SP !h ENS. FOR: TRUE TRUSS INC
1801 S. SSW PKWY. SC LUMBER PROJErT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X6 #1 Ds SP LAYOUT 10: OF 1,0
4214) 660-3940 --Pt-AT9-AAEA: 9 INC. FrOA Sk LL BC 0 WEBS q lf�
B54 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE:
�MEMBER TRUSS PL.ATE INSTITUTE 225 h.s. IOTAI- 47 FXCFPT AS MAY Uf� NOIFO 1/8
i
0-
I j LUIBER S441-1. BE OF THE SPECIFIED MINIMUM GCIAOES. 5) CO4#tECTOR PLATES SHALL BE IIISTALLED SfNNETRICALLI 014 10) ALL TEIJSIOfI CHORD MEMBLAS ASSUMED TO BE CO18IINUOUSL? 13) INDICATES LATERAL 8AAf ING MEMBER (IX4 MIIJ I
SPECIES. AND 19%MAIIWJM MOISTUFIE CONTENT. OR S'jCH THAT THE J01141 BAACEr By EITHER 3/8"Ji"111) PLeWODD SHEATHIfWL cl/2' 14) INSTALLATION AIK)EPECTIGII Ci: THE T�JSS. PEPMAfIENT AIC
HI V U e, (MIN ORW A I BPACIt45 StfOULD BE DUIE 114 AC "ICE I
IS GF GHER ALLOWABLE STRESS 0LUES. ALL ALLIES SED TOP CHORD SPL ICE ARE 1IOT RECOM14ENDED TO OCCUR I ALL DR BP C 16 MEMBERS SPACED 10' 0 414A�j TEMPGRA 4 TH
F OR DESIGN ARE BASED 014 THE LATEST EDITION Of THE HA- DIRECTLY ABOVE A BOITGMI CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING AND ERECTION P-IBLICATICIIS.
I IDNAL DESIGN STANDARDS PUBLISHED 01 THE NATIONAL 71 V-2000 APPROVAL NIIHIBERS: UBC 23A2. FHA IC13 2014. SOCC 11) ALL COMPRESSION CHORD MET-BEFS ASSUMED TO BE COUTINUOUSLY15) THIS DESIGtI CONFORMS TO CURRENT TPI DESISt4 SPECIFICA
FORE I PROGUC I S ASSOCIATION 7251. BDCA FILE 06-125 SPACED 8V EITHER '3/8" NIU.) PLYWOOD SHEATHING. 1/2' TIr"STFOP METAL PLATE CC44NECIED NOW 7AUS5ES AH0
21 1 HISSOESIGN 15 BASED ON rLARf COMMECTOR PLATES GMY a) THIS TRUSS HAS BEEH DESIG14ED FOR THE LOADING SHOWN (MIN.) DAfWALL OR BPACIIIG MEMBERS SPACED At 16' 0 C. OUALI e STANDARDS FOR TRUSSES.
31 CONNECTOR PLATES SIZES APE BASED ON AXIAL FORCES OtA.I. 014 THIS DRAWING. 114STALLATIC41 ATE)USE SHALL CONFORM (MAX).,UNLESS IJOIED OTHERWISE, 151 100 MEMBER OF THE TRUSS Mike BE CUT OR MODIFIED IN ANV WAI.
41 COtJNECTGR PLA 7 E S IZES ARE CALLED GUTNMIDTH IACAOSS SLOTS) WITH THIS DESIGN 121 EM I IDICATES BEAP1110 LOCATION. 17! SPECIAL KA14DLING CARE SHOULD BE TAKEN DUPING SHIPPI143 AIAU
B, LENGTH (ALONG SLOTS) AND THE OPIE I AT 1 014 OF THE 9) THIS DE S IGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE IB-91 FOR PECOWNENOATIOitS
SIZE CAT 4 Of THE PLATE LENGTH. IQENTICAL LOADIfiG AND COIWIGUPATION, -CONFIGURATION All) LOADING SPECIFIED Bf FABRICATOR
-REPETITIVE 14EKBEP STRESSES NOT USED.
BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITf OF FABRICATOR.
CODE: STANDARD BUILDING CODE (SBCrI 1991) -THIS TRUSS IS DESIGNED ONLV FOR THE LOADS SHOWN. PROVISION FOR THE
WIND SPEED: ItO MPH PREVENTION OF POIJOING MUST BE MADE AND IS NOT THE RESPOP451BILI1 e
MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR UP CLARf.
TRUSS LOCATION: (Se) area -ANTICIPATED HORIZGNTAL 140YE14EIlT UNDER TOTAL LOAD 568'
UPLIFT CONNECTION REQUIRED: /005'&t AT EACH SUPPORr LOCATION.
NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW.
SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS.
3-2-0
RUN A-3-8 3-6-0 4-JO-1 4-11-13 4-10-1 2-10-8 4-3-8 74 PLF
1-5-14 02 02 #2 02 #2 *2-w I
AN 00
Max Height 5-ld'-&3 Ar
12 ly
6 3090 364# 3640 296#
24B# 2240
3X4
12 2540
24,111 2241
L54.1
8X12 A267#
14E
7
148# 148#
x
CU 1070 jJ50 98# 980 1090 too#
40# 400
In + I
16650 16650
1 HS7tA [3.5166)
A;;�� 3x4 3x4 3x4 77X-8- 8K wI 13.5140%
A%i2 3
12 12 20 PLF
4-3-8 5-0-8 4-10-1 4-11-13 4-10-1 6-0-0 4-3-8
02 #2 02 #2 02 02
1-4-0 2x4 2x4 2X4 2x4 2x4 2X4
36-0-0 Forces(L-P)
TOP BDT WEBS WEBS
-6604 6OBB -268 612
-6604 3689 2888 -754
-3250 2906 -906 t609
-3378 3342 714 -255
-3378 2802 638 0
-3343 3363 -365
-3134 A645 47
-5039 -396
-5039 731
No trusses: I Maximum deflection occurred at bottom joint 04.
Maximum Live Load Deflection of .509" (8/16). ln(jex-.424. (L/849)
Maximum Total Load Deflection of .797' (13/16). Index-.443. (L/542)
RECOMMENDED CAMBER: .43"
11)PEq 3-25-73 00"D '-r Ay'
CLARY DIVISION PLATE TYPE: G LOADING (PSF) TC LUMBER TRUSS: 36*0" SH-11 T-3
ALPINE ENGINEERED PRODUCTS Inc V__,-000 2-0-0 2X4 02 Os SP END. FOFt TRUE TRUSS INC -
1 801 S. GSW PKWY. 7.0 LL TC 30 OC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRAND PRAIRIE. TX 75051 DL TC 7 2X6 #1 Ds SP F
(214) 660-3940 -PLATE- AAEA� INC.- PDA-STL LL BC 0 WEBS LAYOUT 10,
604 1(y
33 33 OL BC 10 2X4 #3 SP ADDRESS: SCAL E:
MEMBER TRUSS PLATE INSTITUTE 225 ri.s IOTAI 47 FXCFPT AS MAY LAF� NOTF(I 1 1/8
I I LUIISEQ SHALL BE THE SPECIFICO MI"IWJM GPIlOIES. 5� CUAIE TOP PLATES SHALL BE VISTALLED SI.IETAICALL' ON TO) A1,L TENSI011 C�MEMBERS ASSLIMED TO BE C[XITIrAXO.JSLf 13? -0- I.DICATES LATERAL B-XL 6 -T
6PECI CS. AN11 l9%OFA,IW_A,IIOTST�PE COIITEN'. DR SUC THAT I.E JOINT SPACEr B E I THER 3/6" (Mill) PLfWODO Si4EATHiRG. t/2_ I,H IUSI&LLAT ICII XtZ E�ECI IG44 CC 1'7 1" 1�'SS�P AIC
15 CF MIG"EP ALLOW I ALLIES. ALL VALUES USED Oa I Op C"C#40 SPLICES ARE NUT RECGM14ENDED 70 OCCUR (141111 DR�WALL LIS BRACIHG MEMBERS SPACED 10. 0 1 IMAAI. I EMPGPAP'SPACING SHOJI,[)BE UD;.E I 11'.0 GH' "11'-`
ABLE 5 RESS V P, S I -TICd4 PUBLICAT"ICE
FOR DESIGN ARE BASE ON THE LATEST EDITION OF TIC IIA- KCTL'v ABOVE A BOTTOM CKOFIG SPLICE. Uf6LES NJTED OTMERWISE CUTIRE11T PI BRACING JUID ERE 14
1 0 0 51 1
IONA L DESIG14 STA14DARDS P'JSLISMEO BY THE NATIONAL 7) V-2000 APPROVAL t*JMKRS: UaC 2342. FMA ICS 2014. SOCC III ALL COMPRESSION CHORD MEMBERS ASSUMED 7 BE CONTINUIDUSLY151 THIS DE GN CONFORMS TO CURREHI TPI DESI.,SPECI ICA-
FOPES I PRODUCTS ASSOCIATION 7251. BOCA FILE 66-125 SPACED BY E I I HER 3/0" (MI".) PLYWOOD SHEATMI NG. 1/2, 1 IONS FOR METAL PL ATE CCIHIJECIEG WK)OD TRUSSES AND
THIS DESIGN IS BASED 014 CLAPf�OMHECTOR PLATES ONLY 0, IN IS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL OR BPACIHG MEMBERS SPACED AT 2 6' a— DU11LITV 5 1"ADARDS F-5A TRUSSES.
3) CONNECTOR PIL A TES SIZES ARE BASED ON AXIAL FORCES OUT.1. ON THIS DRAWING. HISTALLATIOU AND USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 161 NO ME14BER OF THE TAUSS MAf BEBCUyT OR 140CIFIED IN ANt WAI.
4! C TECTGA PL A TE S IZES ARE CALLED OUT WIDTH IACAOSS SLOTS) WITH THIS DESIGN 12) INDICATES SEARING LOCATIC44 17) SPECIAL HANDLING CAPE SHOULD E �EH GLQIIIG SMIPPIIIG AliC
AMD THE ORIENTATION OF THE 91 THIS DESIC44 IS APPLICABLE T ATER SPAN TRUSS
BI LENGTH (ALDUD SLOTSi ES OF EPECTIGH (IF TRUSSES SEE mID-91 FOP PECOMMENOATIU45
ATO CONFI=D
SIZE CALL OUT IS THE DIFIECTI(Ai Of THE PLATE LENGTH, I TION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
,tj�, BUIL13ING TYPE: ENCLOSED R -PEPE I 17IVE MEMBER STRESSES 140T USED.
ESIDENTIAL -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILIle OF FABRICATOR.
CODE: STANDARD BUILDING CODE (SBCCI 09t) -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOP THE
WIND SPEED: III) MPH PREVENTION OF PONOING MUST BE MADE AND IS HOT THE RESPONSIBILITY
MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLARV,
TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD 212'
UPLIFT CONNECTION REOUIRED: 1039A' AT EACH SUPPORT LOCATION.
NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW.
SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REGUIREMENTS.
4-1-11 2-8-0
RUN 4-3-8 4-1-11 4-5-3 5-0-3 4-8-11 5-3-3 PAM
1-5-14 02 02 02 #2 02 #2 1-5-14
74 PLF
Max Height 6-10-3
12
'ZI 5
2630 284#
317# 360f
306f 354#
12 3010 1
2070
01
102# 1270 92# 11000 127# 72# 21#
40# 1
18140
1488# 13 5171%
(3.5142%
9%jo 5xfi 3x4 3x5
.3"ji 3 3x4 3xe 20 PLF
12
2-6-0 2-1-12
4-3-8 6-2-8 6-5-0 7-4-8 5-5-12
#a #2 #2 #2 02 02 Forces(L-P)
1-4-0 2x4 2x4 2x4 2XII 2x4 2XII 1-4-0 TOP BOT NESS WEBS
-34-8-0- -5446 5001 -302 -132
-5446 2891 2507 330
-2756 2172 -770 -2702
-1809 1617 831
-1544 1723 -865
-t726 1447 753
-1865 -6tS -221
690 487
-2M
No trusses: I Maximum deflection occurred at bottom joint #3.
Maximum Live Load Deflection of .299' (5/16). Index-.276. (L/1305)
Maximum Total Load Deflection of .469" (8/16). Index-.288, (L/832)
&
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 34*8* HV-15 T-9
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC
1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 )an 1993
GRAND PRAIRIE. TX 75051 7.0 OL Tc 7 2X6 #1 Ds SP
Q14) 660-3940 __PLAT�__AAF NC� 5rL LL SC 0 WEBS LAYOUT 10:
668 33.33 OL 13C 10 2X4 #3 SP ADDRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY OF NOTFD I
0;'
11 LUMBER SHALL BE OF THE SPECIFIED MINIWJk GRADES, 51 COISIECTOR PLATES SHALL BE 1147ALLED SOM4ETRICALLf ON 10) ALL IE16101#CHORD MEMBERS ASSUMED TO BE COHTINUOUSL( 131 , VIDICATES LATERAL RAOLCO6 WMBEP IIYA MITI
SPECIES Mia j9%MAiIWJM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED By EITHER 3/8" Mlll� PLYWOOD SHEATHI14. 1/2' 14� HiSTALLATIG14 MID E"ECTIGH CF THE TAUSS, PERMAUE117, MIT)
IS 3F"*IG�EP ALLOWABLE STRESS VALVES. ALL VALUES USED 5: TOP CmC*4D SPLICES APE NOT F1ECGW4EHDE0 10 OCCUR IMIH: DRYWALL OR BRACIUG MEMBERS SPACED 20' 0 C (MAAJ. TEMPGRAR,BRACIHG StG'JLD BE 0011E L14 ACCbROAHCE WITH
FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE 14A- DIRECTLY ABOVE A BOTTCiM CHORD SPLICE. Uf4LESS NOTED OTHERWISE CURPE14T TPI BRACIMG PIT) ERECTION P'JBLICATIOIIS
TINJAL CIESJG14 STAHOAPOS PUBLISHED Br THE NATIONAL 7, V-2000 APPROVAL MLIMSERS: UITC 2342. FHA ICB 2014. SBCC 11) ALL COMPRESSION C.GAO MEMBERS ASSUMED TO BE CONTRAJOUSLY15i THIS DESIGn COMFDRMS TO CURRENT TPI OESI�.n SPECIFICA-
FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 86-In BRACED By EITHER 3/8" IMIUJ PLYWOOD SHEATHI"G. 1/2* TIG14S FrA METAL PLATE CDNuECTEG WODO TPvSSES AfAD
AT 16� 0 C. DUAL170 STA#lDAADS FGA TRUSSES.
THIS DESIGN 15 BASED 011 CLARY COHlkCTOA PLATES Olkv 0) THIS TATJSS HAS BEE14 CfSIGHEO FOR THE LOADING SHOWN (41fl.) DRYWALL OR BRACIIIG MEMBERS SPACED
'J� (:ONFIECTOR PLATES 512fS ARE BASED ON AXIAL FORCES ONLY. OTT THIS OPANDIG. IlISTALLATIGH AIC USE SHALL CONFORM (MAX�. UNILESS NOTED OTHERWISE. 161 140 ME14BER OF THE TRUSS MAY BE CUT OR 14001FIED 114 ANY MAY.
41 ContlECTOP PLATE SIZES ARE CALLED DJT WIDTH (ACROSS SLOT$j WITH THIS OESI&4 12� EM 114DICATES BEAR1110 LOCATION 17) SPECIAL HAFADLITIO CARE SHOULD BE TAKPI GUAIttG SHI�11$3 Ald)
BY LEHGTH fALOMG SLOTS) AHD THE OPIENTATIOH OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE "18-91 FOR RECOMMENDATIONS
SIZE CALL OUT is TOL-PIRECIION OF THE PLATE LENOTH, IDEHTlCAL LOADING AND CONFIGURATIQN, -CONFIGURATION AND LOADIIIG SPECIFIED of FABRICATOR
BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE NEMBEP STRESSES 1IOT USED.
COOE: STANDARD BUILDING CODE (SBCCI Iggi) -ADDITIONAL PLATING FUR HAtIDLING TRUSSES 15 RESPONSIBILITf OF FABRICATOR.
WIND SPEED: Ito MPH -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE
MEAN ROOF HEIGHT: 13 FT. PREVENTION OF PONDING MUST BE MADE 1JJO 15 NOT THE RESPONSIBILIlf
TRUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR OR CLARY.
UPLIFT CONNECTION REGUIRED: /40n* AT EACH SUPPORT LOCATION, -ANIICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 08'
NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW.
S,CE NOTES 10 AND It ABOVE FOR CHORD BRACING nFoUIPEMENTS.
3-5-11 3-4-0 4-0-11
4-3-8 3-5-11 3-9-3 3-4-0 4-4-3 4-7-3
RUN SUN
1-5-14 1-5-14 74 PLF
Max Helght 7-10-3
12
2630 247# 2BAt
3x4 268# 3tto
06
257# 302#
12 A 2760 257 26o' �3.2
7E.'
2 21,
55p
1480
9;0 62# 31f
X 920 107# 122t t3o#
400
18;20
14310 [3.5174%
[3.514 2
gxg 5x6
ea 3x4 %�,4 3x5 I
3x4 3x8
3 20 PLF
12
3-5-12
4-3-8 5-2-8 5-5-0 8-8-0 6-4-8 3-1-12
02 62 02 #2 02 #2
1-4-0 2x4 2x4 2x4 2x4 2x4 2X4 t-4-0 Forces(L-P)
34-8-0 TOP BOT WEBS WEBS
-5205 4779 -277 t06
-5205 2904 2275 -611
-28J5 2236 -750 867
-t93A t656 800 -21A2
-1730 1382 -804
-1458 549 602
-1630 -595 159
-1256 -A38
664 444
No trusses: I Maximum deflection occurred at bottom joint #3.
Maximum Live Load Deflection of .293" (5/15). Index-.279, (L/1291)
Maximum Total Load Deflection of .45" (7/16). Index-.292. (L/022)
�b -REV 3-Z5-93 WIA)-D +I,
v ENG. FOR: TRUE TRUSS INC
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34'8" HV-13 T-10
ALPINE ENGINEERED PRODUCTS Inc 2X4 #2 N SP
tool S. GSW PKWY. __�-000 2-0-0 LL TC 30 BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X6 #1 Ds SP LAYOUT TO:
-3940
i2t,l) 660 PLATE ARCk X INC rOA qT1 LL BC 0 WEBS 2X4 #3 SP ACIDAESS:
676
MEMBER TPUSS PLATE INSTITUTE 33.33 DL 6C 10 SCALE
101 AL 41 FWCFPT AS MAY BF NOTFO 1/8
1! LV48ER SHALL BE OF THE SPECIFIED MINIMUM G C 51 COIIHECTOAA PLATES SHALL BE IIJSIALLLO SfAAAAEITTICALLf 014 101 ALL TEIIS "0." BE 5 ASSUMED TO BE CONT04JOUSLf 13) 4- ItIOICATES LATERAL BRACIHG MEtABEP (IX .11,
E 7 P40 S I t S X
'SPEC] S� ATM 19%MAXIMUM MOISTURE CQHTEN. 04 SUCH THAT THE JO 04T SPACE)611OAAICf 371 L �Mltlt PLYWOOD SHEATHINS, t/9" 141 INStALLATfUi AHO EAEC1IG14 GF THE tWJS P-A"E"r. AtAG
IS OF MIGrIER �LOWADLE STRESS VALUE S. ALL iALLIES USED 5� I OP C"GAD SPLICES ARE NOT RECO414EHDEO 10 OCCUR ("IN) DAIWALL OP BRACING MEMBERS SPACED TO- 4 C (MAX). TEMPCFAAP, SPACH15 SHCUtG BE DU* 114 ACCU40AIOCE NlIn
FOR DESIGN APE BASED ON I HE L A TEST EDITIO14 OF THE IJA- OTFAECTL" ABOVE A BOTTOM CATDAAD SPLICE. UICESS NOTED OTHERWISE CURRENT TPI BRACItr. MAD EPECTIG14 PtAILICATIGNS
T1014AL DESIGN STANDAROS PUBLISHED 8V THE NATIONAL 7J V-aOOO APPROVAL NUMBERS UBC 2342. FmA TC8 2014� SBCC It) ALL COWRESSION ChDRD ME14BERS ASSUMED TO BE CONTINUOUSI-ft5i THIS DESIGN C014FOO46 IG CURRENT TPI DESIGU SPECIFICA-
a) FOREST PAODUCTS ASSGCIATION 7251. BDCA FILE 96-125 BRACED By EITHER 3/8" IMIU.) PLIMOGO SHEATHING. 2/2' TIONS FOP METAL PLATE CGISAECTEG 0000 TPUSSES MAD
I THIS DESIGN IS BASED ON CLAPf CONNECTOR PLATES ONLY 6) THIS TRUSS HAS BE04 DESIGNED FOR THE LOADRIG SHOWN (MIN.) DAYNALL OR BRACIPIS MEMBERS SPACED At 26'A,.c. QUACITI STAIAIARDS FGAT TRUSSES.
3 COr:IECTOA PLATES SIZES ATIE BASED 014 AXIAL FORCES ONLe. 014 THIS DRAWING. INSTALLATION A140 USE SHALL COHFOPM (.AXI. UNLESS NOTED OTHERWISE. 16) 110 ME14DER OF THE TRUSS MAf BE CUT OR MODIFIED 114 AW MAf.
41 CUT JEITGP PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN I INDICATES KAPPICT LOCATION 17) SPECIAL HAtAD1,1113 CAPE SHOULD BE IME14 DURING SHIM11.0 MAD
I LE(4GIK I-OMG SLOISI AND THE O1qIE"1L1,1- F 11, .1 THIS.!it. IS APPLIrA.E 1.SHORT. IPUSSIES ERECTION OF TRUSSES SEE mIS-91 FOR PECOMMEtAIATIO14S
C', OUT IS I, IMC
CTF I. "�"N,
SIZE 'TAT T C!MIFIGUPATICRI
-CONFIGURATION A14D LOADDIG SPECIFIED BY FAEAPICATOR
BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE 14EI48ER STRESSES NOT USED.
CODE: STANDARD BUILDING CODE ISBCCI 1991) -AUDITTIONAL PLATING FOR HANDLING TRUSSES 15 RE5POOSIBILITe OF FABRICATOR.
WIND SPEEP. 110 MPH _IHI S RUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PRO41t,1011 FOP THE
PREVENTION OF PONDING MUST BE 14ADE A140 IS NOT THE RESPONSIBILITY
MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLARe
TRUSS LOCITION: (Se) are a �&70 AT EACH SUPPORT LOCATION. -ANT I CIPATED HOPIZC44TAL 14OVE14rtiT UNDER TOTAL LOAD - 192'
UPLIFT CONNECTION REGUIREO:
NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW.
SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REOUIREMENTS.
RUN 4-3-8 4-2-8 4-6-0 5-4-0 5-4-0 5-4-8 5-7-0
1-5-14 #2 #2 #2 #2 #2 74 PALE
Max Height 6-10-3
12
5 354# 395p 39511,
3 221<1
12 3X4 39OAp
6 V711 3�.4 203#
4& 1480
A 127# 194# t84# 1050 310
400 1
17640
I AT 14400 (3 5169%
3x8 13.5141X
3xB 4-5- 3AA5
31,11_3 3TA5 11;�
12 20 PLF
4-3-8 8-0-8 to-8-0 7-10-4 3-1-12
020s 02 02 62
1-4-0 2x4 2x4 2x4 2x4
34-8-0 Forces(L-R)
TOP BUT MEBS
-52AA 4815 -305
-5244 2717 2493
-2252 1957 -868
-2015 992 643
-1519 -471 at
-1698 -632
525 363
593
-2212
No trusses: I Maximum deflection occurred at bottom joint #2.
Maximum Live Load Deflection of .279" (4116), Index-.255, (L/1356)
Maximum Total Load Deflection of �437* (7/16). Index-.277, (L/866)
"EV 3-2:5-73 01^)D A-7
CLARY DIVISION PLATE TYPE: D.C. SPACING LOAOING (PSF) TC LUMBER TRUSS: 34'8" HV-11 11
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Cs SP ENG. FOR: TRUE TRUSS INC
1801 S. SSW PKWY.
GRAND PRAIRIE. TX 75051 7.0 ___ --INC -A OL TC 7 BC LUMBER 2X6 #1 Ds SP PF40JECT: CENTEX 3702 A & C DATE: 27 Jan 1993
(2141 650-3940 -PALATE AAek 9 --rO STL LL OC 0 WEBS LAYOUT 10:
592 DL EIC 10 2X4 03 SP AOOAESS:
MEMBER TRUSS PLATE INSTITUTE 33.33 7,A"�e�
TOIAL 47 FXCFPT AS MAY BE NOTED 1/6
I! LUMBER SMALL BE OF THE SPECIFIED MlUlMJM GRAOCS. 6? COUUECTOA PLATES SHALL BE IUSTALLEO SIMA"RICALLe ON 101 ALL TEUSIOU CHORD MEMBERS ASStAMED TO BE CONTINUOUSLf 13) 0' IUDICATES LATERAL BRACING MEMBER (IX4 M111
SPEC I AUD q MA INJM MOISTURE COUID41. OR SUCH THAT TH JOIUT BRACED Ov EITHER 3/8" 04111) RL(WOOD SHEATHIH�3. 1/2* 14l IUSTXLLATICX4 AUD EAECTIOU CF THE TRUSS. PEPMMOE"'t. Arc
OW 'XD BE I
IS OF .Cw*R ALL ABLE STRESS VALUES. ALL IALUES USED 5! lop C"o"D SPLICES APE NOT RECOOMVIDED TO GCCUP (MIRI DRINALL OR ORACING MEMBERS SPACED 10' 0 [MAX), �EMPOPAPI SPACING SHKA DCAAE 14 ACCG MICE Oil"
FOP DESIGN ARE BASED ON THE LATEST EOITIOH OF THE 11- DIRECTL*f A BO'A A BOTTOM CHORD SPLICE. UHCESS UOTED Or HERNISE _URREUT TPI SPACING MAD ERECTION F-JOLICATIOUS.
I lOtl L OESIG"STMJDARDS PVBLISHED By THE UATIONAL 7i V-2 00 APPROVAL RUMBERS: VBC 2342. FHA TCB 2014. SOCC ti) ALL CO.PRESSIOU C.oRD MEMBERS ASSUMED TO BE COMT1NUOUSLV151 THIS DES I GH COMFORMS TO CURA&ST IPCODESIGU SPE IFILA
FORM PRODUCTS ASSr1CIA T 1 1 7251. BOCA FILE B6-125 BRACED 8�EITHER 3/ " ( 14) PLYWOOD SHEATHING 2 12' T I D"S FOQMETAL PLATE CO!4UECTEO WO TRUSSES AUG
21 T11155DESIGU 15 13ASEO Oil CLARI COIJUECIOQ PLATES OIIL� 9) THIS TRUSS HAS BEEU DESIGISED FOR THE LOADING.SHOW (Mill.) OAfWALL UP EICIMITME.BERS SPACED AT 16' a C. DUALIrf 5 AUDARDS FOR T:USSES.CUT
3' Cot*IECYOP PLATES SIZE S APE BASED ON AXIAL FORCES OPALi. ON THIS OAAWIUG. INSTALLATI ON AND USE SHALL CONFORM 'MAX), Ut&ESS"OTEU OTHERWISE. 16, UO WE 4KA OF THE TRUSS A' BE OR MOCIFIED 114 Atif WA�.
Ai C JECTOR PLATE SIZES A CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DES13N 12) gq INDICATES BEAAIUO LOCATIOM 17) SPECIAL MAIJDLIUS CARE SHOULD BE TAXE14 DUP1140 SHI�PIUG AUD
OT'LENGTM (ACONG SLOTSIRE1111 THE OPIEUTITION OF THE % THIS(*SIG,, IS APPLIC E 10 SHORTER SlAt TRUSSES OF EPECTID4 OF TRUSSES SEE HLB-St FOR RECGHMEtIOATIOUS
EC'..' F LE"G"" C
SIZE CAI I OUT is THE PIR 'E'�TI'A' LOAD.,..AUDtUFI.�P"'�OU _CCAIFIGURATTOM AND LOADIIIG SPECIFIED BV FA13AICATOR
_REPETITIVE 14EMBER STRESSES 140T USED.
BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FOR HAtIDLItIG TRUSSES IS RE5POIISIBILITY OF FABRICATGR.
CODE: STANDARD BUILDING CODE (SBCCI 1991) -THIS TRUSS IS OES1GtIED 014LY FOR THE LOADS SHOWU. PROVISION FOR THE
WIND SPEED: 110 MPH PREVENTION OF P01401t#G MUST BE MADE /44D IS NOT THE RESPONSIBILITY
MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLAR(�
TRUSS LOCATION: (Se) area -All TI C IPATED HORIZONTAL MOVEMENT Ur4DER TOTAL LOAD - 25"
UPLIFT CONNECTION PEOUIRED: 990*AT EACH SUPPORT LOCATION.
NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW.
SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REGUIREMENTS.
3-2-8
RUN A-3-8 3-6-0 4-30-1 4-11-13 4-10-1 A-4-8 4-7-8 74 PLF
1-5-14 02 #2 02 #2 02 #2 #2
Max Height 5-10-3
12
6 3090 3640 3640 341#
241
12 vA /<111 322#
In 3x4 S_
1500
Az z
06 14B# 0+
CU 107# 1 t5f 980 989 137'# 60
> 40# t
in + 16020
1602# 13 5)63%
9XJ2 5XG 3x4 13.514611
3x4 3x4 3x7
31L 3
12 20 PLF
4-3-8 6-8-8 4-10-1 4-11-13 4-10-1 9-0-0
02 #2 02 02 #2
1-4-0 2x4 2x4 2x4 2X4 2x4
34-0-0 Forces(L-R)
TOP BOT WEBS WEBS
-5921 5A37 -268 302
-5921 3420 2470 -355
-3026 2706 -909
-302 2997 677
-3102 2399 540
-2998 2712 -365
-2683 140
-3033 -A59
017
No trusses: I Maximum deflection occurred at bottom joint #4.
maximum Live Load Deflection of .389* (6/16), Index-.337. (L/1069)
Maximum Total Load Deflection of .61' (10/16). Index-.352, IL/682)
A REV .3-25-73 0110b #+LF
LOADVC(WF) TRUSS: 34*8' HV-9 T-12
CLARY DIVISION PLATE TYPE: ITC LUMBER 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC
ALPINE ENGINEERED PRODUCTS InC V2000 2-0-0 LL TC 30
1801 S. GSW PKWY. SC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GR AMD Pp A IR I E. TX 75051 7.0 OL Tc 7 2X6 #1 Ds SP F
(214) 650-3940 PLAT�_Allrk INC. PDA STL LL BC 0 WEBS LAYOUT 10: i��1
656 OL BC 10 2X4 #3 SP ADDRESS: IYA
MEMBER TRUSS PLATE INSTITUTE 33�33 (DIAL 47 EXCEPT AS MAY BE NOTED 1/8
I kf�1148EA SHALL.BE L)F THE SPECIF[CC MIf11WJM GRACES, 51 COl#iELTOP PLATES SHALL BE IIISTALLED 51144E]AICALL( Oil 101 AkL TE115101A C.)Pr MEMBEAS ASSU"ED TO BE C011TRA"J5L( 13) 4- 11.01CAIES LItE.Al BRA�111G MEMBER fix Will
SPE C CS� A140 192 MA'I 4 MOISTUAE COPIEUT. OR SUCH THAT THE JOINT EPA CEU e V E I I'lE. 31 H" imil a, PLiWOOD SHEATHIfJG. 1/2' 141 111SIALLAT104i AlIB EPECII[41 OF THE T�IJSS. PE44 f
All" A",
1 51 1
is", m15HEP ALLOWABLE S PESS'VALUES, ALL iALUES U ED Op CHCPO SPLICES ARE tIOT PECO1,04EIA)EAD TO rCCUP (Hill) ORtkAL OR SPACING MEMBERS SPACED 30' 0 c THAI, TEMPGRARI SPACING S,,C"C)BE DCIIE I" ACCGHCAt.CE .IT
Fop SJoN A E BASED Otl I,* LATEST Ij 'I PECTLI ABOVE A 80TTOM CMOPD SPLICE. Ut&ESS P40YED rIttERNISE CURRUIT TPI SPACING "AT ERECTION PUKICATICA6,
DE I P 5 EVITIO' I A- r
IIDNAL US G" TAI ADARDS PUBLISHED Of THE t:ArT'FOf4"ALE 7f V-2000 APPROVAL NUMBERS. UBC 2342. FHA TCO 2014. SBCC 11) ALL COMPPESSIO?4 CHOAF MEMBERS ASSU14EU TO BE C&4TItfUOUSLtf5l THIS GESIG11 CDfjFOPm5 TO CUPREtAT TPI DESISN SPECIFICA-
FOPE ST PRODUCTS ASSOCIATION 7251. BOCA FILE 96-t25 SPACE D 01 Ejl�iE. 3/8" 1141P�f PL VWOOO SHEATHInG, 112' 1 IC94S FOP METAL PLATE CCA48ECIEC kOCD TRUSSES XPO
21 THIS OFSIC44 IS BASED Of'CLA:1 CONf1ECtOP PLATES C41LI Of THIS TRUSS HAS eEEH DESIGIJEO FOR THE LOADVIG SHOW4 CM114.1 DR"ALL OR SPA C If"'MEMBERS SPACED AT 16. DUAL I It ST"CARDS F TRUSSES.
31 C ZE A 0" THIS ORAWIDG� IIISTALLAY1014 A10 USE SHALL CONFORM (MAI 1. LN&E 55 1 107 ED 0 05, tWT P I
4; Ot:4ELTGA PLATES SI 5 RE ASED ON AXIAL FORCES OI&V. I WISE. 64EI48E GF THE RUSS MAt BE CUT OR NODIFIED III Al4f WAt.
C01 JEC I OA PLATE SIZES ARE CALLED O'jT WIDTH (ACROSS SLOTS) WITH THIS DESIC44 121 SS IfJOICATES BEAR IPG LOCATIOP 17) SPECIAL H)UIDLIT10 CAPE SHOULD BE TAXEIJ DLOAItJG SHIPPIlk AIJD
SV LENGTH (ALONG SLOTSj JQ0 THE OPIEPTATION OF THE 9� T�HIS DESIGN IS APPLICIEVILE 1. S..PT111 SPAI TPLYSS.OF ERECTION OF TRUSSES SEE HIB-91 FOR WCQMMEfQATIO145
S17F CAlt OUT IS TrE QIPECTION OF THE PLATE LEI#GTH. .,ICAL LOAD...G ATD CC"IGLRA'ICN�
-CONFIGURATION ANO LOADING SPECIFIED Be FABRICATOR
-REPETITIVE 14EMBER STRESSES NOT USEO�
A BUILDING TYPE: ENCLOSED RESIDENTIAL _AODITI 601AL PLATING FOR HA(ADLING TRUSSES 15 RESPONSIBILITe OF FABRICATOR.
CODE: STANDARD BUILDING CODE (SBCCI t991) -THIS TRUSS IS DESIGNED GNLf F014 THE LOADS SHOWN. PROVIS1014 FOR THE
WIND SPEED: Ito MPH PREVENTION OF PONDING MUST BE MADE AND IS NOT THE PESPOUSIBILtTY
MEAN ROOF HEIGHT: Q FT. Of THE TRUSS FABRICA70P OR CLAPe�
TRUSS LOCATION: (Se) are a -ANTICIPATED HORIZONTAL MOVENE(IT UNDER TOTAL, LOAD - 279'
UPLIFT CONNECTION REOUIRED: q80 APAT EACH SUPPORT LOCATION.
NET WIND PRESSURES BASED ON OEAD LOAD SHOWN BELOW.
SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REGUIREMENTS.
3-4-8
RUN - 4-3-8 4-8-6 - 4-7-2 - 4-9-14 - 4-0-14 � 4-7-2 3-7-a 74 PLF
1-5-14 02 #2 02 #2 02
Max Height 4-10-3
12
`Z:�5 3440 345# 35 1 if 3450 2950
+ +
12 248t
6 3x4 P1 3x4 322#
cu �123#
t4B# +
41 670 930 93* 95# 93# 1140 660
im 400
+ 16020
(3 51 63A
q.12 3x4 5X5 3x? 16020
3x4 x8 3TI4 13.5146%
3
12
20 PLF
4-3-8 4-8-8 4-7-2 4-8-14 4-8-14 4-7-2 7-0-0
02Ds #2 02 02 02 #2
1-4-0 2x4 2x4 2X4 2x4 2X4 2X4
34-8-0
Forces(L-P)
TOP BOT was MEBS
-5923 5439 021 QA6
-3451 5297 -2278 243
-363,? 3066 631 -273
-4007 3B3i 937
-4007 3577 -475
-3-378 2506 2t7
-2892 2825 -352
-3160 533
-663
No trusses: I Maximum deflection occurred at bottom joint #4.
Maximum Live Load Deflection of .456* (7/16), Inclex-.395, (L/912)
Maximum Total Load Deflection of .715' (11/16). Index-.413, (L/582)
RECOMMENDED CAMBER: .39'
Riv 3-z!5-93 #t r(-n
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34'8" HV-7 T-13
ALPINE ENGINEERED PRODUCTS Inc V 2X4 02 Os SP ENS. FOA: TRUE TRVSS INC -
Bat S. GSW PIKWY. _2000 2-0-0 LL TC 30
11PAND PRAIRIE, TX 75051 7.0 OL TC 7 BC LUMBER 2X6 01 Ds SP PROJECT: CENTEX 3702 A & C DATE: 27 J,an 1993
(214) b60-3940 _PLATE` ARFA7 L IN .- POR SIL LL BC 0 WEBS LAYOUT 10:
1MEMBFR TRUSS PLATE INSTITUTE 698 33.33 DL BC 10 2X4 03 SP ADDRESS:
TOTAL SCALE:
1 47 FXCFPT AS MAY BF NDTF0 1/8 00,
ii LU48ER SWALL BE OF THE SPECIFIED MINIMUM GRADES. 51 C�AiHECTOA PLATES SHALL EE IUSTALLEU SIM4141CALL, Oil 101 ALL 1111SIG14 CHORD MEMBEPS ASSUMED TO BE CONTINUOUSLI L31 -0- INOICATES LATEAAL O-ASING ME.&E- 11"'WIN i
SPECIES. AND 19%mAXI"MOISTURE CONTENT. OR SUCH THAT THL JOINT BRACED By EITHER 3/0" NI'll PLIWOOO SHEAIHING. 112- t,A) IIASTALLATIO14 AND EPECIIGN OF THE TPUSS. PERMANENT. AND
IS OF HIGHER ALLOWABLE STRESS VALUES. ALL iALUES USED b! tf-P CW-44r,SPLICES APE 1161 RECOMNENDED TO OCCUR TWIN) OPiMALL OR&PACING MEM9EPS SPACEO 30' 0 C IMAXi. TEMPGRAPf SPACING SHOULD BE OUtE fit ALCOPOLtAX 41TH
FOR DES I GN ARE BASED ON THE LATEST EDITION OF THE LA- DIRECTLO ABOVE A BOTTOM CHORD SPLICE, UNLESS NOTED OTHERWISE CURRENT TPI SPACING APO ERECTION P'LABLICATIGNS.
UONAL DESIGN STANOAR05 PUBLISHED 01 THE NATIONAL 71 W-�OOO APPROVAL N!JMBERS, U0C 2342. FHA TCB 2014, SOCC III ALL CDWRESSIOU CHORD ME14BERS ASSUMED TO BE CONT]"LIDUSLY15i THIS DESIGN CONFORMS TO ViRRENT TPI DESIGN SKCIFICA-
FO.E ST PRODUCTS ASSGCIAtIDU 7Z51. BOCA FILE 86-125 BRACED Of E17HER 3/8" ;MIJ4.) PLI"OOD SHEATHING. 1/2' TIOUS FOR 14EIAL PLATE CONNECTED POGO IPUSSES AND
2) THIS DESI ON IS BASED 014 CLARi CONNECT OR PLATES ONLI 9) THIS IWJSS HAS BEEN DESIGNED FOR THE LOADING SHOWN ("IH I OR e WALL OR BRACING MEMBERS SPACED AT IV 0 C. QUALITe ST4160APOS FOR TRUSSES
3) , BASED FORr THIS INSTALLATION AND USE SHALL CONFORM NO MEMBER OF THE TRUSS AlAe BE CUT GO MODIFIED fit AN[f WAf
-ONNECTOA PLATES SIZES ARE 014 AXI AL _ES ONL 1 011 DRAWING. (MA)O, UNLESS NOTED OTHEANISE. lb)l
4� CONISECTOA PLATE SIZES ARE CALLED OUT WIOTN (ACROSS SLOTS) WITH THIS DESIGN 121 INDICATES BEARING LOCATION 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND
B, 4T I
LE9GTH I-ONG SLOIS� 10 THE OIIIE" AT*1 Of THE 91 THIS DEII111 IS APPLICABLE TO SHORTER SPAN TRUSSES Of ERECTION OF TRUSSES SEE .10-91 FOP RECGHMENDATIDIIS
r
'A'T G"I
T. �Z
CTION V 'A". Q C24FIGUPATION,
-CCAIFIGURATION AILID LOADING SPECIFIED of FABRICATOR
-PEPET IVE 14EMBER STRESSES NOT USED.
BUILDING TYPE: Enclosed Residential -AOOIT1,1NAL PLATING FOR HANDLING TRUSSES IS RE5PDNSIBILIT( OF FABRICATOR.
CODE: Standard Building Code (SBCCI 1991) -ANTICIPATED HORIZONTAL NOVENEUr LM40EP TOTAL LOAD - 133'
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION RECKJIRED: q1'q if AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REOUIREMENTS.
RUN — 4-3-8 2-8-8 6-9-4 5-11-0 6-11-0 7-0-12 74 129.5 PLF
1-5-14 #2 02 1
2x4 2x4 7-1-0
Max Height 3-10-3 920
6310 6860 096# 8660 4380
t
12 248
4x4 7x5 4x4 6xs ;T� A A
NI t48 4'
V 70 4 2# 40* 2420 240# lie#
2
7 40# 29350
t [3 51401
10
I Its 4x,4 6x7 1 26060
AX4 130 - (3.5136%
3
12
4-3-6 2-0-8 6-9-4 6-11-0 6-li-O 7-0-12 1- 35 PLF
3-4-0 34-8-0 296#
Forces(L-RJI
TOP BOT WEBS PESS
_IJJE1O 10307 2567 70if
-7b68 9999 -3380 -2718
-9958 6858 1687
-9916 9957 329�
-9916 6630 -872
-6631 0 -46
_89),
3481
2040
No trusses: I Truss designed to support 5-0-0 jack system with Outrigger
Maximum deflection occurred at bottom joint 04. FASTEN TOGETHER WITH: 2 Members Acquired
Maximum Live Load Deflection of .467* (7/36). Index-.404. (L/891) TOP Ild "AILS 12:0.C. —
Maximum Total Load Deflection of .732* (12/16). Index-.422. (L/568) GOT 10d WAILS 12 D.C.
RECOMMENDED CAMBER: .4' WES 10d NAILS 12'O.C. F-
A 2 5-9-3 0$,D FASTEN AT OR NEAR ALL PANEL POINTS.
_F 00.NOT NAIL OR BOLT THROUGH TRUSS PLATES.
CLARY UIVISION PLATE TYPE: D.C. SPACING LOWING fPSF) TC LUMBER TRUSS: c-\ 34*8" HV-5 T-14
A loot S. Gsw PKWY, ENG. FOR: TRUE TRUSS INC
LPINE ENGINEEREO PRODUCTS Inc V_.,-O0O 2-0-0 LL Tc 30 2X6 01 Ds SP
GRAND PRAIRIE. TX 750SI 7.0 OL TC 7 FIC LUMBER 2X6 #1 Ds SP PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 1/�F
C214) 660-3940 -PLATr-AAPA�_ 14C I -FOA-STL LL OC 0 WEBS LAYOUT 10�
614 33,33 OL SC 10 2X4 #3 SP ADDRESS:
bSC,
MFmBFR TAUSS PLATE INSTITUTE SCALE:
JOIA1 41 Mt." Ur NOTF0 1/9
f!11U14BEQ S�ALI BE OF THE SPECIFIED MINIMUM GRADES, 5) CCANtECTDR PL41ES SHALL BE VISTALLED SINNETA)CALLY ON 10) ALL 1EI)SION CHORD MEMBERS AS5`UMED TO BE COflINA".)5Lf f 31 -0- 111DICATES LATERAL aRACIfAi MENBER, N,(4 kill
SPECIES, AND 192 UAIIWJM MOISTURE CONTENT. OR SUCH THAT THE jalf4l BRACED By EITHER 3/a" INIH) PLYWOOD SHEATHIflG. 1/2- 141 INSIALLATIrN ANC,EPECIIGN rf THE l"USS, PERMANENT. AHO
1 5 GF mlG�ER ALLaKAftf STRESS VALUES. ALL VALUES USED 61 TGP CHGAD SPLICES ARE NOT PECGM14ENDED TQ OCC',IP fkItN DPVWALL OR BRACING MEMEWPS SPACED IG' .I (MAX, TEMPGRARI BRACING 5HMXD BE DO!* 114 ACCUADANCE WITH
F GA DESIGN APE 13ASED Oil THE L AIEST EDITION OF THE UA- GIRECTL�ABQ�E A BGrrGM C"ORD SPLICE UNLESS NOTED GTHERWISE, CURRENT TPI BRACING Air EPECTIGN PJBLICAtIGNS.
I TONAL DESIGN STANDARDS I'JBLIS"EO BY THE NATIONAL 71 Y-"GOG APPROVAL NUMBERS: U13C 2312. FH4 IC8 2014. SBCC It) ALL COMPRESSION CHORD ME14BERS ASSUMED TO BE CONTINODLMLY151 TH15 DE51GH CONFORMS TG CURRENT TPI DESIGN SPECIFICA-
,OAEST P4OCI)CIS ASSGCIAT I ON 7251. BOCA FtLE 86-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2* TIOUS FOR METAL PLATE CDNUECIED 9OCO TRUSSES AND
a) I HIS DES IGN 15 BASED DI#CLARY CONIIECTOR PLATES OHLY a) THIS TWjSS HAS 8EE14 DE516NED FDA THE LOADING SHDMM (MIN.) DRYWALL 04 EIAACIIIG MEMBERS SPACED AT IS* a.c. DUALITY STANDARDS FOR TRUSSES.
31 ConlIECTOR PLATES SIZES ARE BASED 014 A$IAL FORCES ONLY. ON THIS DRAW111G. 111STALLATIOU AllD USE SHALL CONFDAM INAX). UNLESS HOIED GTHERN15E. 15) 140 MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY
A) carOjECIDA PLATE SIZES ARE CALLED OUT NIDIN IACAOSS SLDTS) WIN THJS DESIGN 2.,) as INDICATES BEAPI(Q LOCATION, 171 SPECIAL HAI40LING CARE SHOULD BE TAKEN GUAING SHIPPING AND
a I LENGTH ALONG SLGIS� TO OFIIEMTATI.OF IKE 9, THIS DESIGN IS APPLICABLE 1.SNORTER SPAN TWU5SES DF ERECTIGn OF TPIJSSES SEE "IB-Si FOR RECC4qMENDATIONS
S",CAL_L I IS I.QIEZ
UTZ. IDENTICAL LOADlt§A14D CDWIGUFAIICN�
_CGHFIGUAATION AND LOADING SPECIFIED 8V FABRICATOR
ABUILDING TYPE: Enclosed Residential -REPETITIVE MEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR.
CODE: Standard Building Code (SBCCI 1991) -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHON". PPOVISIO14 FOR THE
WIND SPEED: 110 mph PREVENTION OF POIIOING MUST BE MADE 414D 15 140T THE KSP014SIBILIIY
MEAN ROOF HEIGHT: 131 OF THE TRUSS FABRICATOR OR CLARY
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: ??Z- # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
RUN 4-7-6 A-4-0 5-3-1 5-4-13 5-4-13 - 5-4-J3 5-8-9 74 PLF
1-5-14 02 02 02
Max Heignt 4-10-3
356# 394# 4000 400f 394# t940
4
12 A 3220
5 [7-' 3x4 3x8 322,
3x5
rn 1600
7
860 141# 107# too# 108# 107# 53#
I rn 1.64# 1665t
3x4 5xe 3x6 (3.5166% 13.51661
30 3x4 3x5
9-0-0 5-3-1 5-4-13 5-4-13 5-4-13 5-6-9 20 PLF
1-4-0
36-0-0
Forces(L-R)
lop BUT NEBS ME13S
-3172 2836 -355 -012
-2B22 2523 307 2250
-3223 3222 920 -1613
-3341 28AB -493
-3341 1748 153
-2849 a -401
-1749 640
-eta
1433
No trusses: I Maximum deflection occurred at bottom joint #4.
Maximum Live Load Deflection of .27* 14/16), Inaox-.225, (L/1600)
Maximum Total Load Deflection of .423* (7/16), Index-.235, (L/1021)
REV 3-25-93
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0" MH-9 T-2
ALPINE ENGINEERED PRODUCTS Inc V 2X4 #2 DS SP ENG. FOR: TRUE TRUS5 INC
toot S. GSW PKwY. 2000 2-0-0 LL TC 30 BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 f7rl,
GRAND PRAIRIE. TX 75051 7.0 OL TC 7 Jan 1993
(214) 660-3940 _ACATE-AAC4�- ___t INC:-F!aR-STL_ LL EIC 0 wEBS 2X4 #2 N SP LAYOUT TO: 1q, 5
MEMBER TRUSS PLATE INSTITUTE 448 33.33 OL SC 10 2X4 03 SP A0ORESS: SCALE'
IOTA] 47 FxCFPT AS MAY BF NOTFU J/8 I W�
1) LL04BER SHALL BE OF THE SPECIFIED WIUIMUM GRADES. 5) CGf0kCIOP PLAIE5 5RALL BE PISTAL LED SIMIACIPICALt V U11 10i ALL IC1151014 CHORD MEMBERS ASSUMED TO BE COUTINftJOUSLV 131 IHOICAIES LATERAL B"ACI14G MEMBER (JXA MIJI
SPECI" AtA) 192 MAIIMJ�MOISTURE C014111JI. 09 SUCH THAT THE JOIUT BAACEV,Bf EITHER 3/6" 114114t PLiNGOD SHEA7H!1Q,,1/2- 14) DiSTALLATIOU A11C EPE�71C41 DF THE TP-JSS, PEPMANE10 A11D
IS GF HiC*CP ALLOWABLE STPESS VALUES. ALL 1ALLES USEO 6, IGP CHC4RG SPLICES ARE NOT FIECOM14010t() TO OCCUR (MINt DRVWALL OR OPACING MEMBERS SPACED 20 0 MA�, TEMFGPAP�ORALIN5 Sr9VAD BE DGIC J14 ACC1,PCPFK:E NIJH
FOR DE SJUA ARE BASED ON THE LATEST EOIIIO?4 DF THE 11A- DIFIECTLV ABO�eE A BOTTOM CHORD SPLICE, UNLESS NOTED OTHEPWISE CUP�REIJI TPI BRACING A10 EPECTI:it' P SL ICATIGNS
TIONAL DESIGII STAIJOARDS F-JBLISHEO BV THE NATIONAL 71 V-2COO APPROVAL NUMBE RS. U8C 23A2. FhA TCB 2014. 5BCC 11) ALL CDMPAESSIOP4 CMVRO ME14BERS ASSUMED TO BE CrNTIN1JDUSLVI5J 1"15 OES I GN CO14FOPMS TO CURRENT I Pf OESISN SPECIFICA-
FORE 5 1 PPOGUC I S ASSGCIATIOtl 7?51. BOCA FILE 06-125 SPACED Sf EITHER 3/8" IMINA PLY14000 SHEATHING. 1/2' TIONS FCA METAL PLATE CC4*4ErTEO WO�O YALISSES Ard)
21 a C . 0 OU it I
THIS OESIGu IS ASED OtIA LA:A CONNECTOR PLATES ONLY 1 0) THIS TRUSS HAS BEEN DESIG14CO FOR THE LOAOING SHOW14 TWIN.) DRYWALL OR BRAC1116 MEMBERS SPACED AT 16 c, 16) NOALI,48ES t11OARFS FGA IAUSSES�
X Cofa*CTOA PLATES SIZES PE SED ON AXIAL FDACES IN& (XI )HIS DPAWING� I?1SIACLA?IGU WAD USE SHA(L COUFORM (MAX1. UNLESS NOTED OTHInWISE� 04E A OF THE TRUSS MA, BE CUT OR 14001FIEU 114 Aul wA,.
4) col,SEC 1 0 A FLA I E S IZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DES1014 Q) EM INDICATE S BEAR1110 LOCATIC14. 17) SPECIAL HANDLIUG CARE SHOULD BE TAROT DURING SHIRFIt13 U40
I
a,LEUGT IALONG t�]St AND 1111 01"1.IATI.4 OF I�E 9) THIS DESIGn IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTJON OF TPUSSES SEE HIO-91 FOR PECrMMENQATIO(4S
SIZE CALL "1 .2 1
-CONFIGURATION AND LOAOI"G SPECIFIED BY FABRICATOR
A BUILDING TYPE: Enctosed Residential -REPETI TIVE 14EMBER SYPESSES NOT USED,
CODE: StarKiard Buitding Code (SOCCI 1991) -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 FtESPONS1BIT,II( OF FABRICATOR.
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: /JZ5 # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
RUN 3-9-8 3-2-0 5-7-14 5-9-10 5-9-10 5-9-to 5-11-6 74 166.5 PLF
1-5-14 02 02
2x4 2x4 A-0
Max Height 3-10-3 129#
7190 954# 966# 966# 954# 47to
12
AX4 7x5 4x4 40 Ax7
Cq
66# 711# 258# 26to 2610 258# 1270
Cq
3552# 3794t
3OTAI 3X8 4x7 (3.5170% 13.5)751
3xg SX8 W
45 PLF
7-0-0 5-7-14 5-9-10 5-9-10 5-9-10 5-11-5 20
02 02 02 #2 7-tO
1-4-0 36-0-0 5140
FurCeSTL-F)
TOP BOT NESS WEBS
-75CS 6715 -265 -2940
-7254 6407 OAS 6301
-9201 9�?OO 3191 -3660
-9977 8720 -1423
-9977 5,030 906
-8721 0 -967
-5431 1468
-1725
3842
No trusses: i Maximum deflection occurred at bottom joint 04.
Maximum Live Load Deflection of .356" (6/15), Inoex-.297. (L/1213) FASTEN TOGETHER WITH: 2 Members ReQuirea
Maximum Total Load Deflection of .558' (9/16), Index-.31, (L/774) TOP 100 NAILS 12*0.C. -
BOY 10d NAILS 12"O.C.
WES 100 NAILS 12* F____
FASTEN AT OR NEAR ALL PANEL POINTS'
REV q-25-?,3 0 fA)DALF DO NOT NAIL OR SOLT THROUGH TRUSS PLATES. .
TRUSS: T-1
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSFJ TC LUMBER 2N6�0" q
ALPINE ENGINEERED PRODUCTS Inc V 2X6 #1 Ds SP ENG. FOFc TRUE TRUSS INC -
1801 S. GSW PKWV. 2000 2-0-0 LL TC 30
7.0 SC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRAND PRAIRIE. TX 75051 OL Tc 7 2X4 02 Ds SP LAYOUT I )OF
1214) 660-3940 -PGATE APEA INC. FOR STL LL SC 0 WEBS 0:
670 OL 6C 10 2X4 03 SP ADDRESS:
MEMBER TRUSS PLATE INSTITUTE 33 33 1 SCA,LE
10 At 47 t_xf�pl A'� MAY BF NC)IFU 1/8
Zg
C,
<
Ile V lrf
-Q,
6 16
r1(
T
Do not cut or alter L'Usses
TRUW r"ithout writ"en permission
HANGEWS fiom True Truss.
le Wct U0 cotl 2. Trusses will be boilt in
2 X 6-8 strict accordance wAN this
layout
2 X 18
Approved By. �.............
4 X 18 Date: ........ ...........
CUSTOMER
F JOB NAME 370Q A,
E
NUE TRUSS 641-0766
impoRTAUT LJOTE
101-40 9 ON RECEPTION OF LAYOUT&TRUSSES,ALL FRANERS
I ARE,ADYISEOTO CALL TRUE TRUSS FOR
NgTo ioSTRUCTiONS BEFORE SETTING OF TRUSSES.
jjotAs
SPECI IFI(;P,
are
'emons
c
MAL e il�o et%t ot
-these SP, C% ISO seal is
er W
t)epaf"o
roject a Projess t the flovids
ons lor the P Ot Jhl
It 0 sible Charge ,d jAules 0
list Ol truss spec"t'.0cea resp n 4711 a
eved Under statute chapter
sted belOvi ate prop with V:jorjda
Mbets d 136'Ve been I rds"Ce
-The nu IA-23.
lisched h9lowlth"ShOo%lt'In accol
a r%this jrvdQ% , 2A
otti-Aed 0 sioulsoo'n c
Ptoi,essions,
of
2OC2
-R E
-M a.bg 0,--da vtcw in ww"M ww*M so COMM"PLANS ww"a 0411ALL96 50"161CALLT 9" 0 1-16 Olsten is AMR ICAWLI To SHOSICA SPAPI Towlsts w %1* .0- 1.01CASCS wta-L q.1004 0.41.10.1
me kulvass ods"almimpi. 00 a"I'siv pq M001. IC41011CAL L"114 AM C4"I&AUTIVI, 94 SWIMLLA11011 Me 910101ta v 1-4 104% Pamwood"T. Ale
go ftLaawt Slwft vftmm KL VOL'it"On 64 al"b ch a 10%1019 ON w"tembeaft V*amp 64 1-10 14V-- I&VLL 8.9 LAIIP^LV SPACED 691MLR OV%A* 19000440F 0PACIMIS S."A N[6" in&tempos"=*I*$
I"Ar4 Lot&00?oe Larof 031,40 IF we$86. 6I%tCILV ASWVV A ONTIN 0,00"D SPLICE. 414101.1 "Al"Aws OR 001400111 0,40011,0111 WAMN#1 I'W G.C. C%PPDd SPI SPACIPS NO U40314 P%ma,190104.
wu on sjoicams Kftio"9V 1-4 K03404. 71 V-Nw 0rMVAL MyAmtoft %ac np;L Ina Ito apsI4. am 6".1. #0 ?"11 W1114"COW~VO CLOMW Sri SCSI%00 SOCCIPWA.
oftooXIS ASSOCIATION. 7101. SWA FILS 06-286 111 Ibd 061100 DOM INALL 14 LATINAUT GRAM 981WO OW 1101116 yen 64146 PLAIG Ce"C14,01 low 10405111ts we
$1401 is&Awo Oil tLaw Comm"ft*M INLY. a lots Tom"As men K11110"Psw Tom L"01"S Odom in*ofts".) oww"60%SANCINIS"K001411%race AV HII-46- &jhL3vv S16010,01108,PCs TANAKS.
Q^PLAns six$&M wafte 06&Xlft PIRK20"10. W 10411 ORAVINS. INSIMU.611010 00 U69 WIALL COV40411 G.G 014AN.). oil 00"""a IF 10a 11"S"1 24 SIA 400 1w"wits Is low 101F.
00 Stall SIMS ift S3Vom 96 US. A11)11 IW 4 W11. 101106 10011 VISION. 1,03c"IS 14,00m,Leeblic".
to. of$100al 1.
)do woo Length Maximum deflection Occurred 5.72" from the left end of bottom panel 04. -COWIGUAATIO" 6 LOADING SPECIFIED BY FABRICATOR.
turned 90 dog. Maximum Live Load Deflection of .234% Ind*xop.414. (L/571) -PLATE TOOTH VALUE AEOUCEO BY 15%.
:01 Panel Maximum Total Load Deflection of .322% Index-.379. (L/633) -HOAl2. STAO"GGACKS PER KT-60 SECTION 000 AE0.
Total Quantity of trusses - I
175
15LF
in
X X X X X X X X X pC
W ni in cu to (V in ca W fu to 40
01
X N X
in in In No in
Fl-1566
13.5)
PLIF
TAUS$ ANALYZED WITH PPSA3
:5 (Left to Right)
-2280.--2290 -5162 -5192 -15617 -6617 -5517 -5617 -5382 -5282 -2260 -2250
-1533 .25W -N9 -1975 1529 -219 -SON M -219 -216 -2115 -219 645 -1086 -219 1529 -1975% -249 2553 -1533
0 . 3916 OM 671109 SM "IS 0
y A Division Ot fth?g TVM G.C. SPACIND LOADING VW1
HE 00104.9ow r0wouen bw V-2m 40 1c Lu"K^2-4.2 02 Do SP JG*IS-3/4* "RAGE HEADER A
S. GFKAT SOVTWRST PWT. 2-0-0
PftImIlL Tx 7061 5.0 LL TCIO GC L~02-02 02 09 SP Do. roft
M Tc 0
41 OW3940 PCXIS DKI, I INC. rM WTI LL VIC Pee* 4x2 #3 SP TFAJE TRUSS INC. Program
,EFk TFkMS PLATIE 16MITM 33% OL PPOACT:
:IOTA EXCEPT as play WE NOTED MASTER '%s OCT ig,92 wVk
I) LUMBER SHALL BE OF USE SPECIFIED MINIMUM 04ADES, 5) CONNECTOR PLATES SHALL BE INSTALLED SrW4ETRICALLV ON 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAU TRUSSES OF SDI 0- INOtCAIES LAtESIAL BRACING MEMBER (04&)NJ
SPECICS. "AD MAXIMUM MOISTURE CONTENT. OR SUCH THAI THE JOINT. IDEWICAL LUADJUS AND CONFIGURATIOH� 141 INSTALLATION AND ERECTION OF THE TRUSS. PEP"AEMT. 00
IS OF HIGHER A L V 81 TOP CHORD SPLICES ARE NOT FIECOW49NMO TO OCCUP SO) INZ TOP CHORD SHALL 09 LATEAM-Ly @PACED Ell"Eft By 3/6' 1iW-QPAAV BRACING Sr"A.0 91 DO14 IN ACCORDANCE blIn
,LLONAML9 STRESS VA UES- ALL ALLIS USED
F OR DESIGN ARE BASED ON THE LATES I EDITION OF THE NA_ DIRECTLY ABOVIE A BOTTOM CHOW SPLICE. WIN.) StICAThING OR OPACING MENWERS SPACED At 3-04 D.C. CUFWAIAT TPI DAAC114 AND ERECTION PUBLICATIONS.
TIONAL DESIGN STANDARDS P4AKIStCO By THE NATIONAL 71 V-2000 APPROVAL NUMBERS, UBC 2342. F"A 7CB 2014. SOCC tMAX1. 151 WS DESIGN CONFORMS 10 CURAENT TPI DESIGN SPECIFICA-
FOCZST PRODUCTS ASSOCIATION. 7251. BOCA FILE 06-225 11) THE BOTTOM 04ORD SHALL BE LATERALLY BRACED EITHER IV TJONS FDA METAL PLATE C&MECTEO M=7AUSSES AND
21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 01 T"IS IRUSS HAS BEEN DESIGNED FOR THE LOAD314 SHOWN 1/2*I.IH.1 OAVwALL GA GRACINS MEMBERS SPACED AT sO*-G* DUALITY STANDARDS FDA TRUSSES.
,j CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRANIN4. INSTALLATION AND USE SHALL C04FOAN O�C IMAX.J. 161 14 MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN A11Y WAY.
'I CONNECIOR PLATE SIZES ARE GIVEN 90 DEG. AXIS IV 6 DEG. WIN THIS DEsiaN. Q) go INDICAIES BEARIND LOCATIOW
"IS (VER, by wI2 I.
-Odd Wet) Length Maximum deflection occurred at bottom joint #5. -CONFIGURATION 9 LOADING SPECIFIED BY FABRICATOR.
K"P)ate turned 90 dog. Maximum Live Load Deflection of .19", Indexa.335. (L/1072) -PLATE TOOTH VALUE REDUCED BY 15X.
rP-Typical Panel Maximum Total Load Deflection of .261". Index-,307. (L/781) -HORIZ. STAONGBACKS PER PCT-80 SEC.TION 800 AEG.
Total quantity of trusses - I
1!0
PLF
01 cr) M IT) Iq to
I< X X X X X X X
Ln 0 Ln to tn Ln
14'
T_
rn en C0
X X X X X X X
to Iq CV) (Y) Iq
TC
RMS 10 16 Cn R-1016
13.51 13.51
TP-29.5*
to
PLF
HIS TRUSS ANALYZED WITH PPSA3
ORCES (Left-to Right)
OP -1275 -2950 -3850 -4033 -3489 -2209 0
EBS -1009 '1529 -1322 820 -780 371 -333 -98 137 -559 596 -1041 1087 -1629 -104
OT 0 2309 3560 4110 3926 3023 1359
CLARY A ViVISIOn of PLATE TYPE: D.C. SPACING LOADING WISF) TC LUNBER2-4x2 #2 Os SP DESCRIPTION
ALPINE ENGINEERED PRODUCTS Inc V-2000 40 16-11-3/4' GARAGE HEADER tw5 t 47
190S S. GREAT SOUTHWEST PKVY. 2-0-0
GRAND PRAIRIE. TX 75051 5.0 LL TCJO 9C LUNGER 1-4X2 #2 Ds SP ENG. FOR: By-
DL TC 0 TRUE TRUSS INC. 'TOUACE Program
(2341 660-3940 PLATE AAEr_-I_rNC_. FVn_n LL SC WEBS 4x2 03 SP
558 51 33% OL OL 5 PRO,1ECT: DAIF66 0
MEMBER TRUSS PLATE INSTITUTE 70TA EXCEPT AS MAY BE NOTED MASTER - CT 1992
TRUSS SPECIFICATIONS
FOR
CENTEX 3702 A — C _
The numbers listed below are a list of truss specifications for the project named above.
Ilese specifications are attached herewith and have been prepared under the responsible charge
of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida
Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 2111-23.
DRAWING NUMBER DATE
14878 1018 Rey.1 3-25-93
14878 2018 Rev.1 3-25-93
14878 3018 Rev.1 3-25-93
14878 4018 Rev.1 3-25-93
14878 W18 Rev.1 3-25-93
14873 6018 Rev.1 3-25-93
14878 7018 Rev.1 3-25-93
14878 8018 Rev.1 3-25-93
14878 9018 Rev.1 3-25-93
14878 10018 Rev.1 3-25-93
14878 11018 Rev.1 3-25-93
14878 12018 Rev.1 3-25-93
14878 13018 Rev.1 3-25-93
14878 14018 Rev.1 3-25-93
14878 15018 Rev.1 3-25-93
14878 16018 Rev.1 3-25-93
14878 17018 Rev.1 3-25-93
14878 18018 Rev.1 3-25-93
F
..........
ED
11 LUMBER SHAJLL BE OF THE SPECIFIED k1111WJM GRADES. 5) CONISECTOn PLXTES SHM_L BE 114STALLEO S-4ETPICALL0 ON 10) A L TEIJSII�J CHORD MErEASIASS.'"'D 10 BE C(Xlllt&"JSLI 13! *- INDICATES LATERAL BRACIIAQ MEMBER (1,14 MIII
SPECt&S, AND IS%MAXIM"14.0 1 S I UPE CONTENT. 0.S" THAT THE JO I UT BRACED 8�EIT�fEP 3/8 �Mll) PLINDOO S.07HIIIO. 112' tAt VISFALLATIG44 A143 EPECTfUl OF THE TAIJSS PE.MANEIAT. AND
IS rF HIGNEP ALLOWABLE STRESS /ALUES. ALL VALUES USED D, 7 RECOMMENDED TO OCCUS IMIN! DPIkALL OF BOACING MEMSE F'S Sp ACED 10' (.AX,. TEMPCA4PY SPA 6 'Be DONE I"ACCC`7C�11' .11"
Cl'CHORD SPLICES ARE HOT C'" SHOULD
OP.DES,G, �,SBA�T)ON THE LATEST EDITION OF I, IPECIL- ABOVE A..IT...RV 1PL.Q1. UTCESS NOTED UTHEPKISE CUSPENT TPI BRACIIAG AHO EFIECTIGH PUBLICA11011S
AL DEr -2 1 NUDLTSL IT 5i THIS DESIGN CONF
T, A..r
I IM , PUBL ISfiED 01 THE NA TIDN&L i GDO APPPOVAL tAJMBERS: U9C'34P. F"A TCB 2014. SITCC III ALL C APRESSION CM0%ME14KAS ASSUMED TO Of CC44T U�S 10 C'JFFkNI TPI OESI',tJ SPECIFICA-
FOREST PRODUCTS ASSOCIAT I ON 725 1. BOCA FILE 86-IZ5 B.AC ED 8,EITHER 3/8" iMP4.) PLVWGGO SHEATHING. 1/2' TIONS FDA METAL PLATE CONNECTED WOCD IMLSSLS AK,
21 I"IS DESIGN 15 BASED 01-CLARY CONNECTOR PLATES OMY 8) THI S I MUSS HAS BEE14 DESIGNED FDA THE LOAD ING SHOWN 0""A DRfWALL OR BPACIIIG MEMBERS SPACED AT 1 6' O,C. DUALITY STANDARDS FrR TRUSSES.
31 C CTOR PLATES SIZES A BASED 014 AXIAL FORCES ONLI. all THIS DRAWING. INSTALLATION AIZ USE SH A LL COUPOPM MAX I* U&C SS HOIED OTHERWISE. 161 Ila MEMBER OF THE IAUSS MAY BE CUT GQ MODIFIED 114 AV41 KAI
AL INDICATES GEARING LOCATION 17) SPECIAL HANDL I NO CARE SHOULD BE TAKEN DURING SHI1NG AND
11,LEN11n IALONG SLITS, AND THE ORIENTATION I THE -3) THIS DESIGN IS APPLICABLE TO SHORTER SPA,n TRUSSES OF I; EPECTIGN OF TRUSSES SEE MIB-91 FOR PECGHMEUDATIONS
0'& RE
41 CONIJECTGA PLATE SIZES ARE C LED OUT WIDTH IACAOSS SLOTS) WITH THIS DESIGN
S., CALL , ,
IS
F"C,,,�, IDENTICAL LOADINQ AND CONFIGURATIR4,
-CC,NFIGL)AATIO?I AIJO LOADING SPECIFIED 8f FABAICATOR
-ADDITIONAL PLAT1145 FOR HANDLING TAUSSES IS PESPONSIBIL11( OF FABRICATOR.
RUN 5-3-4 4-8-t2 5-3-4_RUN
1-5-14 1-5-14
74 PLF
Max Height 5-4-3
12
350#
4.
12 359 359,1
4.
3591 359,1
1B4# IS"0
65# IZ90 650
in 129#
913# 913f
13 61 36X 13.5136%
IN
3x4 3X4 3x4 3x4
20 PLF
6-10-3 6-3-11 6-10-3
1-4-0 1-4-0 Forces(L-FI)
20-0-0 TOP SOT WEBS
-14a5 1327 -323
-t300 906 460
-1300 1327 480
-1 485 -323
BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 no
MEAN ROOF HEIGHT: 13
TRUSS LOCATION: (Se) area
NO trusses: It Maximum deflection occurred at bottom joint #3. UPLIFT CONNECTION REOUIRED: 0 AT EAC14 SUPPORT.
maximum Live Load Deflection of .053" (1/15). Index-.094, JL/3810) NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
Maximum Total Load Deflection of .098' 12/16). Index-.098, (L/2449) SEE NOTES 10 AND 11 A80VE FOR BRACING REQUIREMENTS.
-Z5-?3 WoOD At- c-4k,*
f,CV 3
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 20'0" COMMONS T-17
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 N SP ENS. FDA: TRUE TRUSS INC -
1801 S. 6SW PKIWY.
GRAND PRAIRIE. TX 75051 7.0 OL TC 7 BC LUMBER 2X4 #2 N SP PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 OF1
(2141 660-3940 -PLATE-AAFA:____ C1_NC_-__FM_STC_ LL 8C 0 WEBS LAYOUT ID: i G
�MEMBER TPUSS PLATE INSTITUTE 152 33.33 OL BC JO 2X4 #3 SP ADDRESS: Sc hL E_-
TOTAI_ 47 EXCEPT AS MAY BE NOTED 3/16
0 If LUMBER�SMALL BE OF THE SPFC1F'ED Mll'IWJM GRADES- 5! CONNECTOR PLATES SMALL BE INSTALLED SfMNETPIC&LL# ON SO) ALL IC14SID14 CHL"D MEMBERS ASSUMED TO BE CONTINUPOUSLt Is) If' INOICATES LATERAL SPACING MEMBE" TIAA Will
SPECIES. AND 91 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT SPACED BY EITHER 3/9" jMjNj PLfW0OD SHEATHICTO. 1/2- 141 INSTALLATION AND EPECTICII OF THE TRUSS, PERMAlkill. AND
15 GF HIGHER AlLOWxqLE STRESS VALUES. ALL i-LUES USED 6) TOP CHUM SPLICES ARE HOT RECOMMENDED TO OCCUR fMINP DP4WALL CIP SPACING MEMBERS SPACED Ar' 0 G (MAXj. TEMPOPAP, [SPACING SWY."BE DOME Ill ACCOMAUCE olln
FOR DES1614 ARE BASED CST THE LATEST EDITION Of THE ljA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. LN&ESS NOTED OTt-tEPOISE CURRENT IPI SPACING AND EPECTIGU PUGLICAII(�HS.
IIONAL DESIGN STANDAADS PUBLISHED 51 THE NATIONAL h V-2000 APPROVAL NUMBERS: UBC 2342. FMA IC9 2014, SASCC IS) ALL CCA4PAESSION ChC4413 ME14SERS ASSUMED TO BE CONTINUOVS015i THIS DESIGN CONFORMS TO CURRENT TPI OESIDN SPECIFICA-
FOREST PRODUCTS ASSOCIATION, 7251. BOCA FILE 06-125 BRACED af EITHER 3/0" IMINJ PILVHGOO SHEATHING. 1/2' TIC44S FDA METAL PLATE CONNECTED WOOD TRUSSES At,C,
2) THIS DESIGN IS BASED Off CLAP'CONNECTOR PLATES ct*-V. Of THIS TRUSS HAS BEEN DESIGNED F04 THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED At 16- -C. DUALITY STANDARDS FOR TRUSSES.
3f CONNECTOR PLATES SIZES ARE BASED ON AX14L F04CES ONLY. 014 THIS DRAWING. INSTALLATION A140 USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) 110 MEMBER OF THE TRUSS WAV BE CUT OR MODIFIED 114 ANf WA4,
4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) INDICATES SEAAIHO LOCATION 171 SPECIAL HANDLING CAPE SHOLA-D BE TAKEN DUPIr4O SHIPPING AND
BY LENGTH IAL016 S f AND III',ORIENTATION OF 1,. .1 THIS .... IS APPLICABLE 1.SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIO-90 FOR RECOMMEN)ATIOUS
C IDENTICAL LOAPIIIG AND CONFIGURATION,
IS �211S
I,
ON
-CO11FIGURATION AND LOAD114G SPECIFIED BY FABRICATOR
-REPETITIVE 14EMBER STRESSES 140T USEO.
-ADDITIONAL PLAT1rjG FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABPICATGR�
SPECIAL HANGER FOR USE WITH 14ULTIPLE MEMBER GIRDER CAPABLE OF SUPPORTING
AND TRANSFERRING CONICENTPAIED LOAD OF 2811.4 LBS. FROM ONE SIDE 10 ALL
14EMBERS OF GIRDER IS PEOUIPED� HANGER To 13E DESIGNED BY A PPDFE55IONAL
E"GINEER AND PROVIDED BY OTHERS IF SOLTING IS REOUIPEO, THE EFFECT OF
SOLT HOLES ON THE TRUSS MUST BE VERIFIED B1 CLARY DIVISION OF At PINE.
ENGINEERED PRODUCTS PRIOR TO FABIZAICA110N.
2-12-6 2-2-10 2-2-io 2-11-5
Max Height 2-11-3 37 PLF
12
82#
in
12 A/
49#
44# 38911, 2909# Z1081, 966#
t t
25590 4t58#
[3.5136% 13,5159311
10 PLF
3THS Allf 140 28110 1619# 16190
7x8 3xe
For-CeS(L-P)
2-11-6 2-2-10 i 2-2-10 2-11-6 lop BOY MESS
-5513 A930 389
-5053 4930 -A95
10-4-0 -5053 6406 4436
-7H53 6406 -2267
L?�BUILDIKG TYPE: Enclosed Residentfat 206
CODE: Standard Building Code (SOCCI 1991)
WIND SPEED: 110 go d-�UPLIFT CONNECTION REQUIRED: 04-18 AT EACH SUPPORT.
MEAN ROOF HEIGHT: 139 NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
TRUSS LOCATION: (Se) area SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: I Truss designed to support side of Hip Set with span 34-0-0
Maximum deflection occurred at tottom )oint 03. FASTEN TOGETHER WITH: 2 Members AeQuired
Maximum Live Load Deflection of .059- (1/16), index-.17t. (L/202) TOP 10d NAILS 12'0 C
Maximum Total Load Deflection of .092" (1/16), Index-.178. (L/134B) BOT 106 NAILS 4-0.�.*
OA&/ WES 10d NAILS ;2-0.C.
FASTEN AT OR NEAR ALL PANEL POINTS.
PEV 3-7:5-93 0l,^)DAr-DO NOT NAIL OR SOLT THROUGH TRUPS PLATES.
PLATE TYPE: O.C. TRUSS: q-fo-'4' GIRDER T-16
CLARY DIVISION —SP—ACING---�OA61 G (PSF) TC LUMBER
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC -
1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRANO PRAIRIE. TX 75051 -T9 7-.0 -FON OL TC 7 2X6 01 CIS SP DI
121,1) 660-3940 --P-C A AREA: K TNC� SIL LL BC 0 IWEBS LAYOUT ID: z �)
iMEMBER TAUSS PLATE INSTITUTE 350 33.33 DL 8C 10 2X4 03 SP ADDRESS: SCALE�
i TOTAI 47 FXCFPT AS MAY OF- NDTFI� 112 111 (1(1
1) LUMBE14-SHALL BE OF THE SPECIFIED MINIM1.04 GRAMS. 5) COHIJECTOA PLATES SHALL BE 1USTALLED SiMMEIRICALLY 014 10) ALL TEUSICA4 CHORD MEMBERS ASSUMED TO BE CONT It*JOUSL 1 13) .1�_ INDICATES LATEAAL BRACING MEMBER "T
SPEC] jqX MAXIMUM 401STUPE CONTENT. OR TjCH THAT THE JOINT 1"'
I �ES. AV40 f ST BRACED Ov EITHER 3/0- NIN) PL�WOOO SHEATHING� 1/2- 14! INSTALLATIC44 MID ERECTIC44 OF THE TPIJSS.
S OF hIGHEA AL.LOWAOL RESS VALUES. ALL IALUES USED 61 TOP CHORD SPLICES ARE NOT RECC444ENDEr TO OCCUR (MINI DR�WALL OR BRACING 14EWERS SPACED 10' 0 C. IMAX, TEMPORAP,SPACING SnCAJLD BE DONE 114 ACC I'HA'C
FOR OESI&4 APE BASED D" INE LATEST EDITION GF THE NA- DIRECTLY ASOef A BOTTOM CHORG,SPLICE. LINLESS(10TED OTHERWISE CUFWWIiT TPf BRACING AHG(FIECTIO(i PJ6LICA7TZ1f�t`ASE
TIONAL DES I Gm STANDARDS PUBLISHED Of THE NATIONAL h V-2000 APPROVAL NUMBERS; USC 2342. FKA 7CS 2014. SSCC III ALL COMPRESSION CHONG MEMBERS ASSUMED TO BE CONTMUOUSLY15) THIS DESIGN CONFORMS 70 CLIPAENT TP[ DESIGN SPFCIFICA-
FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 96-125 BRACED Bv EITHER 3/0" (MIN.) PLfWOC()SHEATHING. 112' TIG145 FOR METAL PLATE CONNECTED WOOD TAUSSES MAD
2) 7"I S DESIGN IS BASED CIA CLAQf CONNECTOR PLATES ONLY 01 THIS TRUSS HAS BEEN DESIGNED FOP THE LOADING SHOWN (MIN-I DAMALL 04 BRACING MEMBERS SPACED AT Ifi* o c. GUAL11f STANDARDS FOP TRUSSES.
3? CONNECTOR PLATES SIZES ARE BASED(14 AJOAL FORCES 01aLo'. 014 THIS DRAWING. IIISTALLAlIG14 AND USE SHALL CONFORM IMAX). LINIIESS NOTED OTHERWISE. 16) HO MEMBER OF THE TRUSS MAA` BE CUT CA MODIFIED 114 ANf WAf.
4) CONNECT OR PLATE S IIES APE CALLED OUT WIDTH 1ACACSS SLOTS) WITH THIS DESIGN 12) INDICATES BEARING LOCATION 0) SPECIAL HANDLING CAPE SHOULD BE TAKE(i G()PIC46 SHIPPtr#3 MAD
I"LENGTH [ALONG SLOTS� AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE"16-91 FOR RECOMMENIATIOHS
SIZE CALL OUT IS THE DIPEVIIQ14 OF IdE fl-AIE LENGTH. IDENTICAL LOA0114G A143 CONFIGURATION-
-CO(IFIGURATIC14 " LOADIIIG SPECIFIED BL e FABRICATOR
-REPETITIVE MEMBER STRESSES 140T USED.
-ADDITIONAL PLATING FOR HAtIDLING TRUSSES IS RESPONSIBILIlY OF FABRICATOR.
RUN 1 5-0-0
1-5-14
Max Height 2-0-3
37 FALF
12
82#
fu
365# 3B5#
_T1_ _T_
4670 4b7f
(3.51 13%
r54
174.5 PLF
3x4
5-0-0 Force5(L--P)
70P BOT KEBS
1-4-0 5-0-0 0 0 -63
BUILDING TYPE: Enctosed Residentiat
CODE: Standard Buitding Code (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 138
No trusses: i One Half of 7-0-0 Trusses supported by Bot Chord TRUSS LOCATION: (Se) area
Mid panel point deflection .1387 UPLIFT CONNECTION REQUIRED: 2-11 0 AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DRD MEWS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
3-25-93 Owl) 4,r-
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING WSF) TC LUMBER TRUSS: 5*0" MG T-15
ALPINE ENGINEERED PRODUCTS Inc v 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC
180t 5, GSW PKWY, _.�-000 2-0-0 LL Tc 30 PROJECT: CENTEX 3702 A & C DATE: 27 1993
GRAND PRAIRIE, TX 75051 7.0 DL TC 7 BC LUMBER 2X6 #1 Os SP Jan
2 14) 650-3940 _PL4TE_AREA. X L LL BC 0 wEBS LAYOUT 10, 70
1
48 DL BC 10 2X4 #3 SP A0ORESS:
MEMBER TRUSS PLATE INSTITUTE 33.33 A
TOTAI 47 FYrFPI AS MAY eF Ni)TF() 1/2
I I LUMBER SMALL BE OF THE SPECIFIED MINIMUM 6PAUES. 5� CL)TSIECTOR PLATES SHALL BE INSTALLED SeMMETRICALLV OH 101 ALL TENSION CHORD MEMBERS ASSUMED To BE "O"TI""OUSLY 131 '0- INDICATES LATER-L 8P9EIHG MEMBER (IyA MIN I
SPECIES AND 19%'"k"'"U'"MOISTURE CONTENT- OR S'JCH THAT THE JOINT BRACED By EITHER 3/8" 1MIHJ PLVOOM SHEATHING, 1/�" IA? INSTALLATION AND ERECTION OF THE TRUSS. REPMAUEHI. ANG
15 OF HIGHER ALLOWABLE S I NESS �ALUES. A" iALUES USED 5! TC�P CHORD SPLICES AM NOT PECGW14EUOED TO OCCUR (14114) DS�WALL CIS BRACINS MEMBERS SPACED 20' Q C 04AX). TEMPORARY BRACINS SHOULD BE OUME 114 ACCORGAt�E MIT,
FOR DESIGN ARE BASED ON THE LATEST fOITION OF THE HA- DIRECTL'i ABOVE A BOTTOM CHORD SPLICE UNLESS 140TED OTHERWISE CURPEHT TPI BRACING AND ERECTION PUBLICATIONS
TIONAL DESIGN STANDARDS P`JBLISMEO By THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 23A2. F.A TCB 2014, SBCC 11) ALL COMPFIESSIC44 CHORD ME14BERS ASSUMED TO Of CONTI"UDUSLn5i THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA-
FOREST PRODUCTS ASS&CIA 1 1011, 7251. BOCA FILE 86-125 BRACED By EITHER 3/8' iMIN ) PLfW000 SHEATHING. 1/2' IIGNS FOP METAL PLATE CONNECTED WOOD TRUSSES AND
21 THIS OESIO,IS BASED Oil CLAAf CC404ECTOR PLATES ONLY 0) THIS TRUSS WAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) ORVWALL OR BRACING MEMBERS SPACED AT INS* a c. OUALITf STANDARDS FOR TRUSSES,
3) ONVIECTOR PLATES SIZES ARE 13ASED ON AXIAL FORCES DIL ON THIS DRAWING. INSTALLATION 010 USE SHALL CONFORM (MAX). UNLESS NaTEO OTHERWISE. 161 110 ME14BER OF THE TRUSS MA� BE CUT OR MODIFIED IN AMf WA�.
'ONHECTOP PLATE SIZES APE CALLED(FJT WIDTH IACROSS SLOTS) WITH THIS DESI(X4 12) INDICATES BEARING LOCATION 0) SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING AHO
01 LENGT" (ALON6 SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIC44 IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR PECOMMEMO.TIONS
51ZE CALL OUT IS THE DIRECTION OF THE PLATE LENGT" IDENTICAL LOADI14G AND CONFIGURAIIQN,
-CONFIGURATION AND LOAD114G SPECIFIED aV FABRICATOR
-REPETITIVE MEMBER STRESSES 140T USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS PESPONSIBILIT( OF FABRICATOR.
-THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE
PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPON51BILI1 f
OF THE TRUSS FABRICATOR OR CLAP(.
4-3-8 B-8 2-0-0
RUN
1-5-14
Max Height 2-10-3
74 PLF
rd
J2 89# 630
X
As 1740
Li -1-
1148# 1
-11 5 550 230
ENT
Fl-
IV[ 297f
400 [3 5111%
IT,
306#
7W5 3x4 13.5112%
3 tz
12 20 PLF
3x4
4-3-8 2-0-8 Forces(L-R)
TOP BOT NEBS
1-4-0 7-0-0 -529 487 -175
-529 295 399
0 -363
-64
BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 no
MEAN ROOF HEIGHT: 131
No trusses: I Maximum deflection occurred at bottom joint #2. TRUSS LOCATION: (Se) area
Maximum Live Load Deflection of 0' (0/16). Index-.049, (L/7636) UPLIFT CONNECTION REQUIRED: N AT EACH SUPPORT.
Maximum Total Load Deflection of 0' (0/16). Index-.051, (L/0) NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
.3-25-g-3 wo--n *,- S!n 8JUA' - 6-1
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0' MHV-5
ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC
1801 S. GSW PKWY. 7.0 BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
,GRANO PRAIRIE. T11 75051 OL TC 7 2X4 #2 N SP
(214) 660-3940 PLATE AReA� It4r: FDA STL LL 8C 0 WEBS LAYOUT ID*
MEMBER TRUSS PLATE INSTITUTE 174 33.33 OL BC 10 2X4 #3 SP AODRESS: �T 0
TOTAL 47 EXCEPT AS MAY BE NOTFO 112
5) C0101ECTOR PLATES SHALL BE IIISIALLED S'MHEI"ICALL X4 MIII�i
1) LUMSE114MALt BE OF THE SPECIFIED W"'IWUM GRADES, ON 10) ALL IC161014 CHOMO MEMBERS ASTJWED TO BE CO41IIt#"JSL9 s3t) 11101CATES LATERAL BPX(Att(i MEMBER it
SPECIES. AND 1 9%MAXIMUM WOIST�PE C011TENT. 04 SJCH THAT THE JOINT BRACED By EITHER 310" 1MI10 PL"HOOD SHEAIMI"G. I/P* 141 111STALLATIO14 MK)FPEC7TC11 OF THE TRUSS. PEPMAftetiT, AIC
IS Of HIGHER ALLOWABLE STRESS iALUES. ALL iALUES USEO 6! TOP CW_AD SMICES AM HOT AECOM44ENUED TO OCCUR IN I te" DPfMALL OR BPXCIjiG MEMBERS SPACED 30' 0 C (HAA!. TEMPGRAFLI SPACJ?4',SHOULD BE O&HE 114 ACCuPf—WE 017�
FOR DESIGN APE BASEO OU THE LATEST 4 OF THE"A_ OIRECTLI ABOIE A BOTTOM CHORD SPLICE. LN)LESS UOTED OTHEPWJSE� CUPRE11T TPI BRACItIG MID EPECIION PUBLICATIOtLS
I I STA14DARDS PUBLISHED af,"ThrElof V UBC 2342. IN!JOUSLM5i THIS DESIGN CONFDRMS TO CURRENT TPI OESI�-N SPECIFICA-
FIDUAL US GrA NAT I DhAL 7� -2000 APPRO�M. ffJMKPS: fmA TrB 20t4. SBCC 12) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONT PLATE CE404ECTED WOOD TRUSSES AND
ORE ST PRODUCTS ASS3CIATION. 7251, BOCA FILE 06-125 BRACED hf(E'1IHEOR3/R"C(MIt4.) PLfW000 SHEATHING. 1/2' 11 ONS F CA METAL
h 5 DESIGN 15 BASED ON CLAP G""ECTOA PLATE$OICY a) THIS TRUSS HAS BEEtl DESIGNED FOR THE LOADING SHOWN fMIN.) UP W LLjtOjE a 0 At 16* 0 C. 15, GU LITf STA(03ARDS FOR TRUSSES
2 1 1 A 0 C '. F B
3� COt4jECTDQ PLATES SIZES RE BASED ON A01 L DACES OHL'. 014 THIS OPAW111G. 114STALLAYIOII AND USE SHALL CONFORM (WAX)' L11&E 55 D ATHITETOW114ENEE'"S SPACE IJOAMEMBEA OF THE TRUSS MA( E CUT OR 140DIFIED IN A14f WAV
'I CONVECTOR PLATE SIZES APE CALLED OUT WIDTH 1ACAOSS SLOTS) WITH THIS OESJON 12) S9 INDICATES BEAAIIIG LOCATION 17) SPECIAL HANDLING CAPE SHOULD BE YAKC14 DURING SHIPPI11G MID
a�Lf��'Th IAL1WtG SL,0TSj AND THE 01IIE"TATION Of THE 9) THIS DESIG14 15 APPLICABLE TO SHORTER SPAN TPUSSES Of ERECTION OF TRUSSES SEE HIS-91 FOR PECGMWNDATIO14S
S17F I F?4GT. IDENI �IGURATIOtf. -CONFIGURATION At-A)LOADING SPECIFIED BY FABRICATOR
-REPETITIVE 14EMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANOLING TRUSSES 15 RE5PON518ILITY OF FABRICATOR,
-ANT I CIPATED HORIZONTAL MOVENENT LINDER TOTAL LOAD - .27A'
RUN 4-3-8 3-5-11 3-4-13 3-6-9 3-7-7 5-4-5 5-2-9 5-9-1 RUN
1-5-14 02 02 #2 02 02 #2 1-5-14
74 PLF
Max Height 9-6-3
12
332#
2 265
651
2570 391t
5,
2540 395#
277#
12
2020
148#
860 930 94# 127# 16to Bot
400
A 16020
3x7 16010 13 51631
Im (3.5146%
tn G
9XI2 3X4 3x4 3x8 3x4 in 3x4 3x7
3x5 20 PLF
3
12
t-1-12
4-3-9 4-7-9 4-7-9 4-2-5 7-11-10 7-11-10
#z 62 02 #a j# 2- 02 Force5fL-P)
1-4-0 2x4 A 2x4 2x4 W -2-444 2xl-4-0 TOP BOT NEBS WEBS
34-" -59ig 5435 -270 14FJO
-5919 3370 a5clo -368
-3436 2665 -799 0
-2571 2t53 927
-19to 21139 -794
-1918 264t 810
_267e -887
-2954 1383
-679
BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
No trusses: I Maximum deflection occurred at bottom joint #3. WIND SPEED: 110 go
Maximum Live Load Deflection of .36" 16/16). Index-,311. (L/1155) MEAN ROOF HEIGHT: 131
Maximum Total Load Deflection of .564" (9/16), Index-.325, (L/738) TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 11)115 0 AT EACH SUPPORT.
pk,�/ NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
1?,cV 3-25--93 01"D *-F SEE-NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 34'8* SPEC T-8
ALPINE ENGINEERED PRODUCTS Inc V__2000 2-0-0 LL TC 30 2X4 #2 09 SP ENG. FOFt TRUE TRUSS INC -
1801 S. GSW PKWY. BC LUMBER PROJECT; CENTEX 3702 A & C DATE: 27 Jan 1993
GRANO PRAIRIE, tX 75051 7.0 DL Tc 7 2X6 #1 Cs SP
(214) 560-3940 --PL-KTE-AAFk.--- C T-NC�-FOA_STL LL 13C 0 WEBS LAYOUT 10:
790 33.33 DL 13C 10 2X4 #3 SP ADDRESS:
MEMBER IRUSS PLATE INSTITUTE TOTAL 47 FYCFPT AS MAY OF NOTFO 1/8
I) LL94BEA SHALL BE OF THE SPECIFIED MIHIWJM GRADES. 6) CONNECTOR PLATES SHALL BE INSTALLED S(WAETAILALLf Oil 10) ALL TENSIGH CHORD MEMBERS ASSUMED TO BE CO1lTIJ&"JSL1 131 -0- INOICATES L.I`E-AL BAAC.ItIG MEMBER 111A Mill I
SPECIES. A14D 19%MAXIWJM MOISIHLPE CONTENT, OR SUCH THAT THE JOINT BRACED BV EITHER 3/B" 4MI141 PL?WOOD S"E A7HIUG. 112' 14) INSTALLATIOU AND CAECTIGO OF THE TRUSS. PEPMMIEIJI, AHG
I S OF HI OMER ALLOWABLE STRESS ALUES. ALL 4ALUES USED fit I OP CrK00 SPLICES ARE 1401 RECOMMENDED TO OCCUP (M I N, DR IWALL OR OR ACI NG ME WBE SS SP ACEU 10 0 C ("AX" TEMPOPAP I BPICINS..BE .(W. III AICCR(3�1. .11.
F OR OESIG, ARE BASED ON THE LATEST EDITION OF I IIA- DIRECTLI ABOVE A BOTTC44 CHOW SPLICE. UNL ESS nOTED OT.EPW SE C'PR'HiT IF,I OR'C I'W1 AIJO ERECTIC41 P'JBLICATIrl4S
I 10"AL DE S I ON ST AfADARDS RJOLISHED By I HE NATIONAL h V-2000 APPROVAL NUMBERS: LAIC 23,12. FHA TCB 201,1. SSCC 11) AL COMPRESSION C=ME14DERS ASSUMED TO BE CONT]NUOlJSLfI5) THIS DEST 6"C014FOAMS TO CURPEHT TPI DIESISN SPECIFICA-
FORE ST PRODUCTS ASSOCIATION 725 1' 130CA FIL E 0&-125 BRACED Bf EITHER 3/8' (10114,1 PLfWOCD SHEATHINO. I/2w I IC41S FOR METAL PLATE CONNECTED WOOD IPAJ-55ES ARD
2) 1 HIS DESIGN IS BASED 014 CLARf CONNECTOR PLATES ONLY 01 THIS TWJSS HAS BEE14 DESIGNED FOR THE LOAD114G SHOWN :MINA DAY WALL 014 BAAC1146 MEMBE14S SPACED AT 16" o C. OUALITO'STAND-5 F Do TRUSSES.CUY
C E UNI_ESS I IS) NO 14EI48ER OF 7 S on MWIFIED 114 Ail, "A,
31 -04ECT04 PLATES SIZES ARE BASED ON AXIAL FORCES ONLi. Oil THIS DAAWIH6. INSTALLATION AND USE SHALL CONFORM MAX). OOTED OTHERWISE. THE AUS MAO 13E
41 CONNE CI OR PLA I E S IZES ARE CALLED OUT WIDTH ACAOSS SLOTS) WITH THIS DESIGN 12) SE 11401CAIES BEARIT&O LOCATION 17) SPECIAL HAIJOLING CARE SHOULD BE TAXEN OUAING SHIPPItor A140
01 LEt#GT. IALONG SLOTS! AND THE ORIENTATION OF THE 9) THIS DESIGr4 IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIS-91 FOR PECC44MEUOATIONS
SIZE CALL OUT 15 THE DIFIECII011 OF THE PLATE LENIOTH. IWITICAL LOAD114G A140 CONFIGURA71Ch. -CCI1FrGUAATIY4 AND LOADING SPECIFIED Be FABRICATOR
-REPETITIVE MEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES 15 SESPONSIBILITe OF FABRICATOR.
-ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD .572'
3-5-11 3-6-9
RUN � 4-3-8 3-4-13 3-7-7 4-6-11 4-4-15 4-4-15 4-3-8-
1-5-14 42 02 02 02 #2
Max Height 9-6-3 1 tb F__ 74 PLF
12
--:1 6 301
3020
265# 332#
61)e Q. 25,19 257f 326#
12 2770 3110
311"
2 2
-,5
'�2771 25A. 2571
L!
1 1460
1480
93# 940 115# 134# 06
40'# 4111
11565# 16Z
(3.5148% 13.5166A
H 7111 3x,.
5714 3x4 3x4 To
A912 3x4 5x6 20 PLF
12 12
4-3-8 4-7-9 4-7-9 4-9-5 6-9-2 6-7-6 4-3-8
02 #2 02 02 02 $2 Forcesli_-R)
1-4-0 2TT4 2x4 2x4 2x4 2x4 2x4 TOP BOT WEBS WEBS
36-0-0 -6604 6088 -278 791
-6504 3532 2925 -7tI
-3695 2065 -859 1884
-2772 2327 989 -3t2
-2096 2398 -827 0
-2096 3040 837
-2995 A645 -909
-5039 1571
-5039 -851
F30flnTNG 1Y-E: ENCLOSED RESIDENTIAL
No trusses: I Maximum deflection occurred at bottom joint #4. CODE STANDARD BUILDING CODE (SBCCI 1991)
WIND SPEED; 110 MPH
Maximum Live Load Deflection of .474" (8/15), Inoex-.395, (L/910 MEAN ROOF HEIGHT: 13 FT.
Maximum Total Load Deflection of .742' (12/16), Index-.4i2, (L/582) TRUSS LOCA`ION: (Se) area
RECOMMENDED CAMBER: .4' UPLIFT CONAECTION REOUIPED: 1019*PAT EACH SUPPORT LOCATION.
NET WIND POESSURES BASED ON DEAD LOAD SHOWN BELOW,
_A� Vim p h, G,-T-�UL/ SEE NOTES '0 AND it ABOVE FOR CHORD BRACING REG.UIREMENTS.
TRUSS: 36*0" ST.VAULT T-7
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER
ALPINE ENGINEERED PRODUCTS Inc V__2000 2-0-0 LL TC 30 2X4 #1 ITS SP ENG. FOR: TRUE TRUSS INC
100t S. GSW PKWY BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X6 01 Ds SP LAYOUT ID: F
- __FOR STL LL EIC 0 WEBS 6
(214) 660-3940 -PLATE AREA: INC.
844. 33.33 OLtBC 10 2X4 #3 SP ADDRESS: SC-ALE-
MEMBER 1AUSS PLATE INSTITUTE 225 h S. TO AL 47 FXCFPT AS MAY 13F NOTED 1/8 �
V LUMBER-SHALL BE OF THE SPECIFIED MINIMUM GRADES, 5� CONNECTOR PLATES SHALL HE IIISTALLED SHINEIRICALLV Oft J01 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLe 131 14- INDICATES LITERAL BQA�ING MEMBER TiYA M114
SPECIES, AND 19%MA0IIMUM MOISTURE CONTENT. 00 SJCH THAT THE JOINT SPACED OV EITHER a/8" IMIN? PL�WOOO SKATHINO. 112- t4� IUSTALLATIC44 ANG E�ECTIOU OF THE T�USS, PEPkAtIE111. AIC
IS :IF HIGHER ALLOWABLE STRESS VALUES. AL-L 1ALUES USED b� TOP ChOPO SPLICES ARE NOT RECC4414ENDED 10 OCCUR THIN DPOWALL OP BRACING MEMBERS SPACED 10* 0 C (MAk TEMPOPAR'BRACJN5 SHOL)LD BE OONE 110 ACCCRGAtCE of It,
FOR DESIG(4 APE BASED ON HE LATEST EDITION OF THE HA- GfPEC TLY ABOVE A BOTTOM CHU143 SPLICE. UNLESS NOTED OTHEAWIS CURRENT TPI BRACING MID ERECTION PUMICATIGIIS,
110HAL DESI Ott ST.4 OA"0S PJBLISHEO Bf THE NATIONAL 7o V-2000 APPROVAL t&440ERS: VBC 2342, FHA TCO 2"4. SOCC III ALL COMPRESS I C44 CHORD MEMBERS ASSUMED TO BE CONTINUOUSLV25) THIS DEST CH CONFORMS 10 CURRENT TPI DESIGN SPECIFICA-
TIC 7251 -125 r 0 Of E I THER 3/8" !"I".) PLYWOOD SHEATHING. 1/2* TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AHO
FOREST PRUOUCIS ASSOCIATION ' BOCA FIL E '"' BPA-C
2) THIS DESIGN IS BASED 014 CLAAf CONNECTOR PLATES OITL� III THIS TRUSS HAS BEE14 DESIGNED FOR THE LOADING SHOWN IMIN.) OR V WALL OR BPACII.G MEMBERS SPACED AT 16' 0 C, DUAL I I I STANDAPD5 FOR TRUSSES�
31 CONNECTOR PLATES SIZES 1.RE BASED ON A$IAL FORCES ONLI, ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS 14GIED OTHERWISE. NIT NO MEMBER OF THE TRUSS MAt BE CUT OR 14001FICO III ANV NAI�
At C
B�VIECT CA PLATE SIZES APE CALLED OUT WIDTH lAC4DSS SLOTS) WITH THIS DESIGN t2l EM INDICATES BEAAIIIG LOCATIC44 17� SPECIAL H04DLIIIO CARE SHOULD BE TAKEN DURING SHIPPING AND
LENGTH �ALONG S, AN*IT*OPI�I�TAQIIL OF THE 91 1 I'S OES1141 15 APPLICABLE 10 S"OPIEP SPAN 1PU11 SES OF ERECTION OF TRUSSES SEE"IB-91 FOR PECT"MMENDAII.I.
CALL CUT IS NIQIREC'..,OF I IE E"
SIIE I WIGUfkATIQ,14.
-CONFIGURATION AJ4D LOADIIIG SPECIFIED BY FABRICATOR
&1,!UILDING TYPE: ENCLOSED RESIDENTIAL -REPET111YE 14EMBER STRESSES NOT USED.
,ODE: STANDARD BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATIf4G FOR HANTXING TRUSSES 15 RESPONSIBILIT( OF FABRICATOR
HIND SPEED: Ito MPH -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN, PROVISIO14 FOR THE
HEAN ROOF HEIGHT: 13 FT. PAEVENT1014 OF PONJOING MUST BE 14ADE A140 IS NOT THE PESPONSIBIL11(
TRUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR OR CLAPe.
UPLIFT CONNECTION REOUIRED: /0/5ft AT EACH SUPPORT LOCATION. -ANTICIPATED HORIZONTAL MOVEMENT LINUER TOTAL LOAD 518"
NET WtNO PRESSURES BASED 04 DEAD LOAD SHOWN BELOW.
SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REOUTnc-MENTS.
3-1-4 3-i-A 2-8-0 3-11-0
RUN A-3-8 3-1-4 3-4-12 A-2-6 3-11-0 4-3-8
1-5-14 4t2 t>-,% It Z DI 02 62 02 02 02 #2
J& 74 PLF
Max Height 0-10-3
12
224f 254#
240f 3010
6>!50 230# 23 2900
12 263f 1 3111,
2301
23.#
A
263f
1480 1480
A
at# 030 66t 71t 680 120# 990
1*5
A X
Of 400
414 4
1665f 115651
0 13.5148% t3.5166)
M5714 3X4
7xa
3X4 3x4 3x4
A%1? 3 3 89 fz 2G PLF
12
A-1-11 2-e-0
4-3-8 4-1-11 4-5-3 B-2-0 5-10-8 4-3-8
fe 02 02 #2 #2 02 #1 D3 I& ForceSIL-R)
2X4 2TT4 2x4 2X4 2x4 2x4 2TI4
36-0-0 TOP" TOP BOT NESS WEBS
-660 -5039 6066 -264 756
-6604 3753 2920 -8t5
-3839 2986 -e76 771
-2941 2463 1000 -698
-2277 2036 -6to 1793
-2026 2530 023 -294
-2265 3146 -076 0
-3127 A645 625
-5039 -34
No trusses: I Maximum deflection occurred at bottom joint #4.
Maximum Live Load Deflection of .452' (7/16). Inoex-,385, (L/935)
Maximum Total Load Deflection of .724' (12116), Index-.402, (L/597)
RECOMMENDED CAMBER: .39"
PAY-
-3-25 ti *,F emttt,-r I-
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING iPSF1 TC LUMBER TRUSS: 36*0" SH-17 T-6
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL Tc 30 2X4 A)55 SP ENG. FoRt TRUE TRUSS INC
leo I S. SSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A & C OArE: 27 Jan 1993
GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2XG #1 Ds SIR F
1214) 660-3940 -_PFLATE-AAFK-- L INC _FOA STL LL 8C 0 WEBS LAYOUT 10:
872 33.33 DL ec 10 2X4 03 SP AODRESS: SCAT-E:
�MEMBEP TRUSS PLATE INSTITUTE 225 h.s, I ICIAL 41 FxrFP7 AS M5y BF NOTFO 1/6
U LUMBEQ-SHALL BE OF THE SPECIFIED MINIWJM C~ES. 5� COIXIECTOP PLATES SHALL BE INSTALLED SOW41ETRICALLf 014 10) ALL IENSIQ1j CHUM MEMBE"S ASSUMED 10 BE CONTIPAVJSL e 13) 14' JOIDICAIES LATERAL SPACING MEM8EP IIXA RIWI
SPEC IES. AND in MAYI#OJ""OfStUPE CONTENT. OR SUCH THAT IKE JOINT SPACED BV EITHER 3/8" IM111I PLIN0313 SPCAINIFIG. 1/2" 14) 111STALLAYID11 AND EPECTIC41 GF Itf I�JSS. PEPPM4FIA7. Alc
Is OF MIGHEP ALLOW�KE STRESS VALUES. ALL 4ALLPES USED 6: TGP CKOM SPLICES ARE HOT RECOM14ENDED TO OCCUR (NIN) DRIOALL OR aRAC1166,4EMBERS SPACED 10' 0 C (HAA1. JEMPORAPI SP�CJNG S1111,X0 B.E DUJIE 11. CCGF40—CE NITH
Fop DESIGN ARE BASED Of' THE LATEST EDITION OF THE IIA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE UPILESS NOTED OTHERWISE Ct04W11T TPI SPACING A140 EAFCTIU4 PUBLICATIU6.
TIONAL DESIGN STANDARDS PUBLISHED By THE 11AVION4 7) 4-ZOOO APPROVAL NUMBERS: USC 2342, FHA TCB 2014. SOCC 11) ALL COWFIESSIC44 CtIGRO ME14BERS ASSUMED 10 BE CO"TINJOUSLY151 THIS USIGH COtJFOAN5 10 CURREr4T TPI OESIUA SPECIFICA-
FOREST PPMAICIS ASSOCIATION 7251. BOCA FILE 96-125 SPACED BY EIIHEQ 3/8" (Mlti.) PLYWOOD SHEATHING. I/?* TIOt4S FOP METAL PLATE COUNECTEr *000 7ALISSES AjjD
21 THIS OESIGPI IS BASED Oft CLAP'cwiEcrOR PLATES Oi.Ly, 61 THIS TRUSS HAS BEE14 DESIGNED FOR THE LOAOIIIG SHOWN fMIN.I OR9WALL OA BAACIIIG MEMBERS SPACED AT Ifi* O�C. OUALITt STANDARDS FDA TRUSSES.
:31 CONNECTOR PLATES SIZES APE BASED 014 AyIXL FORCES Ot&,. 014 THIS DRAWING. IIISTALLATIC44 All)USE SHALL CONFORM (MAY). LRJLESS f1OIE0 OTHERWISE. IN 140 MEMBER OF THE T�JSS MAY BE CUT CA MODIFIED IN U41 WAf
A, COUNECTOA PLATE SIZES ARE CALLED OJT WIDTH IACFkGSS SLOTS) WITH THIS DESIGN jl?) RS INDICATES BEARD*LOCATION 171 SPECIAL HANDLING CAPE SHOL&D BE TAKEN OL04PQ SHI-11�3 A110
8, 1" ALDMs SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIGP4 OF TPUSSES SEE MIB-91 FOR PAECOMMEtQATIU6
"��EEr
ALL THE PLATE LENGTH. IDENTICAL LOADIUG AND CONFIGURATION
-CC41FIGLIRATIO41 AND LOADVIG SPECIFIED BY FABRICATOR
&BUILDING "'PE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NOT USED.
CODE: STkIIIARO BUILDING CODE ISOCCI 1991) -ADDITIONAL PLATING FOP HANOLVIG TRUSSES 15 RESPONSIBILITY OF FABRICATOR,
WIND SPEED 110 MPH -THIS TRUSS 15 DESIGNED ONLY FOR THE LOADS SHOWN. PPOVISION FOR THE
MEAN ROOF rt:IGHT: 13 FT. PREIJENTION OF POOOING MUST BE 14ADE AND 15 140T THE RESPONSIBILITe
TRUSS LOCATION: (Se) area OF THE TRU55 FABRICATOR OR CLARY.
UPLIFT CONNECTION REQUIRED: /0/-r-OAT EACH SUPPORT LOCATION. -ANTICIPATED HOREZ01TAL 140VEMENr UNDER TOTAL LOAD 54'
NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW.
SrE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REGUIREMENTS.
3-5-11 3-4-0 3-6-0 3-3-0
RUN 4-3-8 3-5-ti 3-9-3 3-4-0 3-3-0 4-3-8
1-5-14&*27)s 02 02 02 Q 02 02 74 PLF
Max Height 7-10-3
12
3A-
2630 2470 254#
3.4 -1kr X!h 2680 2251#
257# 24L#
12 Si- Z"�265,�St
276.0
6 P,
148# IA80
X X 07# t220 Ila# JOOV 69#
(b 400 AQ 0
1665# s665#
[3+5148% (3 51563
HS714 3xB 3x4
3X4 5X6 7xe
3 3 20 PLF
12 12
4-3-8 5-2-6 5-6-0 6-8-0 5-2-0 4-10-8 4-3-8
02 #2 #2 #2 02 02
1-4-0 2x4 2X4 2X4 2X4 2x4 2XA ForctsfL-Pj
36-0-0 TOP TOP BOT WEBS, WEBS
-660A -5039 6088 -277 -7b9
-64504 3626 2934 746
-3547 2850 -865 -687
-2566 2342 901 t662
-2295 2721 -072 -269
-2263 3P91 1385 0
-2530 4645 -105
-3310 -175
-5039 877
No truSSes: 1 Maximum deflection occurred at bottom joint #4,
Maximum Live Load Deflection of .455' (7/16). Infjex-.38. (L/9A9)
Maximum Total Load Deflection of .714' (It/16), Index-.397, (L/605)
RECOMMENDED CAMBER: .39"
.- ____ & REV -5-75-7-3 011')DAI-F C,-) Owl
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 36'0* SH-15 T-5
ALPINE ENGINEERED PRODUCTS Inc V 000 2X4 JV-_5 5 SP ENG. FOR: TRUE TRUSS INC
sot S. GSW PKwY -2 2-0-0 LL TC 30
GRAND PRAIRIE. TX 75051 7.0 OL TC 7 BC LUMBER 2X6 #I Ds SP PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 "C7
1214) 660-3940 PLATE AREA: K INC FOR STt Lt BC 0 WEBS LAYOUT TO, F
874 Is
OL BC 10 2X4 #3 SP AODRESS:
�HEMBEQ ISUSS PLATE INSTITUTE 225 h.S. 33,33 IDWAI 41 SCALE:
EXCFPI AS MAY OF NOTFU 1/8
I) LUt4BEA.SHALLt BE OF THE SPECIFIED MINIWJM GRADES. 51 CN41ECTOA PLXIES SHALL BE INSIALLED SfM14EIAICALL( (14 101 ALL TE115101i CHORD MEMBERS ASSUMED TO BE CONTINUOUSL( 131 *'-- INDICATES LATERAL SPALIH6 MEMKP HiA MIH
SPECIES. AND 19%MAXIMUM MOISTURE CONTENT. OR SUCH INAT THE JOINT SPACED SO EITHER 3/6' (MINI PL(WGUO SHEATHIM3, t/Z- LAI INSTALLAtIOlf AUID ERECTION OF THE TPUSS. PEPMAfAENT PC
1%GF hIGNEA ALLOWABLE STRESS VALUES. ALL OALUES USED 61 LOP CHORD SPLICES ARE fjOI RECOwENDED 10 OCCUR (MIN, DAINALL OR BRACING MEMBERS SPACED 10' 0-C (MAO1, TEMPOPAR,SPACING SHOULD BE UCHE 114 ACCGKAHCE WITH
Fan DES IGN ARE BASED ON THE LATEST EOITIDN Of THE UA- GIRECTLI ABOVE A BOTTOM C.OPO SPLICE, UNLESS NOTED OTHERWISE CUPPEUT TPI BRACING AIID ERECTIC44 P�XKJCATIUIS
JIGNAL DESIGN STANDARDS PUBLISHED Bf THE IIATIO14AL 7i 4-2000 APPROVAL NUMBERS. UBC 23A2. FHA TCS 2014. SBCC 10 ALL COMPRE55IC14 CHCRO MEMBERS ASSUMED TO BE CG"TINUOUSLyt5j THIS DESIGN CO10OAMS TO CURRENT 1PI OES15N SPECIFICA-
FORC ST PROGLICIS ASSOCIATION 7251. BOCA FILE 86-12-3 BRACED BY EITHER 3/0" 44INA PL(WC"SHEATHING. I/?* LIONS FOR METAL PLATE CC#*$ECTEU WOC,0 IAUS�ES AHG
a: THIS DESIGN IS BASED ON CLARO CONNECTOR PLATES ONLV 01 THIS tWJSS HAS BEEN DESIGNED FOR I#* LGAOING SHOWN IMINJ DRYWALL OR 8PACIUG MEMBERS SPACED AT 16- 0 C. DUALIT�SFANDAPOS F6P TRUSSES.
Of414ECyTOA PLATTESSSIZES APE BASED ON AXIAL FORCES ONLO. ON THIS DPAWIUG, INSTALLATION AND USE SHALL COt4FORM (MAX), Ut&ESS P107CO OTHERWISE, 16) 110 ME14BEP OF THE IPUSS MAO BE CUT GA NOCIF LEOS[I JU41 WAI.
Op IEC GP PLA E LIES ARE CALLED(YJT WIDTH IACACSS SLOTSi WITH THIS DESIGN 12) &S INDICATES BEARING LDCAIIGN 0) SPECIAL N"ADLING CAPE S1.0 BE TA�EH Gk�11* .1—ING AND
Bi LENGTH _DN6 I MID THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EREQTIQ4 OF TRJSSES SEE HIB-91 FOR PEC6MMEUDATIONS
CAL_';�T L�trS
LENGTM� IDENTICAL LOADVIG AND CONFIGUPATIQN, -CCAIFIGLIRATIO14 AND LOADPIG SPECIFIED BY FABPICATDP
&BUILDING TYPE: ENCLOSE[) RESIDENTIAL -REPETITIVE 14EMBEP STRESSES NOT USED.
CODE: STANDARD BUILOING CODE (58CCI 1991) -ADDITIONAL PLATING FOR HAtIBLING TRUSSES 15 RESPOUSIBILITO' OF FABPICATrP.
WIND SPEED: 110 MPH -THIS TRUSS IS DESIGNED OFILe FOP THE LOADS SHOWN. PROVISINI FOR 1HE
MEAN ROOF HEIGHT: 13 FT. PREVENTION OF PC+401146 MUST BE MADE A140 IS ?LOT THE PESPOUSIBILITe
F THE TRUSS FABRICATOR OR CLAPe.
TRUSS LOCATION: (Se) area GTI IPATED HGPIZC44TAL MOVENEtIT UVIDER TOTAL LOAD 57"
NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW,- LOCATION.
UPLIFT CONNECTION REQUIRED: 1615# AT EACH SUPPOI) -ArA C
v
,FE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REaurlIEMENTS.
2-9-11 3-1-3 3-10-6
RUN 4-3-8 2-9-11 5-4-0 5-4-0 4-2-0 4-3-8
1-5-14 02 DS 02 02 02 $t ZDS& W 2-_T)5 A& #2 it 2-1�; 74 PLF
Max Height 6-10-3 ob
It
12
IZZI 6
3120 3950 352#
2tot I + +
�f'15 3.4 2960
L
12
5 P, 8X12- '�Sr,r2f 29.If
1488 / /\- - 1480
1--, 82# 870 1520 187# 1
40# 400
16659 lr.65#
13.5146% 13,5)66
All J2 14S7 14 3x 3X8 4X5 3x8 7X8
3 3
12 12 20 PLF
4-3-8 4-2-0 4-6-0 to-e-O B-0-8 4-3-8
02 0209 0208 #209 jDfi'A
1-4-0 2x4 2X4 2x4 2x4 2x4
36-0-0 Forcesk-P)
TOP BOT WEBS WEBS
-6604 6086 -253 -786
-6604 3855 2736 IBIS
-3B21 3105 -890 -292
-2864 2742 SIB 0
-2580 3129 -845
-2518 4645 977
-2615 -234
-5039 -322
-5039 907
No trusses: I Maximum deflection occurred at bottom joint #4.
Maximum Live Load Deflection of .451" (7/16), Index-.376, (L/958)
Maximum Total Load Deflection of .707' (11/16), Index-.393, (L/511)
RECOMMENDED CAMBER .38"
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0' SH-13 T-4
ALPINE ENGINEERED PRODUCTS InC V 2X4 hj 155 SP 1h ENG. FOFt TRUE TRUSS INC 0
GSW PKWY _2000 2-0-0 LL TC 30
tBOi S. BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRAND PRAIRIE. TX 75051 p C 7.0 DL TC 7 2X6 #1 Os SP LAYOUT 10: OF10
(214) 660-3940 ArE_AACA: 9 INC. STL LL BC 0 WEBS
654 2X4 #3 SP A0ORESS: -
5 h.S. TOTAI- 47 FXCFPI AS MAY U�- N01FD 1/8
MEMBER TRUSS PLATE INSTITUTE 22 33.33 OL BC 10 5CME:
11 C04"SHALL BE "' THE SPEC"'"'D MINIMUM 6QADES- 51 CONNECTOR PLATES SHALL BE UtSTALLED S1MV4ET-ICALL1 ON 101 ALL TENSION CHORD MEMBERS ASS1,10*0 TO Of CONI`INLX)USLi I AT 0- 11101CATES LATERAL BRAC114G it".1" 1
SPECIES. Alto IS%MA"Wjk MOISTURE CONTENT. OR SUCH THAI THE JOIt4T BRACED By EITHER 3/0- PLtWOOO SKAIHING. 1/?- 14? INSTALLATION ARID EPECIICAI GF IHE`IiZ S, �E�LAI*NT A141
r' MICIrIER ALLO14ABLE STRESS IALUES. M_L. 'ALLIES USED 51 TOP CHCRO SKICE.S ARE 1401 RECGMKIENDED TO OCCUR (MIN) DOINALL OR BRACING MEMBERS SPACED 10' 0 C (MA9) TEMPGAARI BRACINS S1111JLC BE DONE I t _E WITH
ACCG-G
ARE BAS
FOR DESIGN ED Oft THE LATEST EDITION OF I'*HA- DIRECTLI ABOVE A BUITC44 CHE440 SPLICE. UNLESS NOTED OTHEPwI&E CURRENT TPI BPACIJ6 AIO ERECTIC44 P!
TIONAL DESIGt!STAPIDAF40S F-JOLISHED at THE NATIONAL 7) V-2000 APPROVAL NUMBERS. '-*C 23A2. FHA TC8 2014. SOCC ill ALL COMPRESSION CHORD MENBER5 ASSUMED TO BE CONTINILOJSLVISI THIS DES I GN CONFORMS TO C10TRENT TPIBLICIGTTI�SPSECIFILA-
21 FOREST PQQC4)CTS ASSOCIATION 7R5J. 13DCA FILE 06-325 814ACED Bi EITHER 3/0* NINA PLfNO&D SHEATHING. 112� TZONS FOR METAL PLATE CONITAECTEO WOOIDOETRUSSE5 AND
T IS DESIGN 15 BASED 014 CLARf CC444ECTOR PLATE$C44LY 0) THIS TRUSS HAS BEEN DESIGIJEO FOR THE LOADING SHOWN (141".) DAiNALL OR BRAC114G MEMBERS SPACED AT 16' G.C. QUALITI STANDARDS FOR TRUST.
3 CONNECTOR PLATES SIZES ARE BASED Off AXIAL FORCES ONLV. Oil THIS DRAWING. VISTALLATICH AIID USE SHALL CONFORM (MAY). UNLESS N3`TEQ OTHERWISE. t6) 110 MEMBER OF THE TRUSS MAV BE CUT OR MODIFIED IN A- WAI.
CONNECTOR PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTS1 WITH THIS OEStau 121 EM 111DICATES BEARING LOCATION. 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN QUA114 SHIPPIM3 AND
V LENGTN (ALONG SLOTSi AND THE ORIENTATION Of THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTIONI OF TRUSSES SEE HIS-91 FOR RECOMMENDATIONS
SIZE CALL OUT IS THE DIFEC11011 OF THE PLATE LENGTH. IDENTICAL LQAQlHQ Ali' COI#FIGUPATI9H
-CC14FIGURATION AND LOAD114G SPECIFIED BY FABRICATOR
-REPETITIVE 14EMBER STRESSES HOT USED.
BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
CODE: STANDARD BUILDING CODE (SBCrI 1991) -THIS TRUSS IS DESIGNED GUILT FOR THE LOADS SHOWN. PROVISION FOR THE
WrNO SPEED: 110 MPH PREVENTION OF PONDING MUST BE MADE AIAD IS ILOT THE RESPONSIBILITY
MEAN ROOF HEIGHT: 13 FT. GF THE TRUSS FABRICATOR OR CLARf.
TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL MOVEMENT UTADEA TOTAL LOAD - 568'
UPLIFT CONNECTION REGUIRED: JOISO AT EACH SUPPORf LOCATION.
NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW.
SEE NOTES 10 AND it ABOVE FOR CHORD BRACING REQUInEMENTS.
3-2-0
RUN A-3-8 3-6-0 4-to-I 4-11-13 4-10-1 2-10-6 4-3-8 74 PIT,
1-5-14 **2D.S *?_Z& 02 42 #2 02 02 *2 rkr
A
Max Height 5-10-3 (b
12
3G90 3640 3640 2960
3x4 248# 224
12 X 24 4 1 1 11 1
6 cu <4 8xl� 2670 2540
St4 >
'07,
10*
X 06< M 1480 1460
X
CLI 4, 107# t150 98# 900 10911, tGolp
400 400
Z/il +
16650 16650
13.514BI 13 5166)
71"
�.S �3�.4 5x6 3x4 3xAl 7xe
AX12
,3 3
12 12
20 PLF
4-3-8 6-8-8 4-10-11 4-11-13 4-110-1 5-0-8 4-3-8
02 #2 02 02 02 02
1-4-0 2X4 2x4 2x4 2x4 2x4 2X4
36-0-0 ForteS(L-P)
TOP BOT WEBS NEBS
-6604 5088 -268 612
-6604 3669 2888 -754
-3250 2906 -966 1609
-3378 33,12 714 -255
-3378 2802 630 0
-3343 3363 -365
-3134 4645 47
-5039 -396
-6039 731
No trusses: I Maximum deflection occurred at bottom joint 04.
Maximum Live Load Deflection of .509' (8/15), Inclex-.424, (LIBA9)
Maximum Total Load Deflection of .797' (13/16). Index-.443. (L/542)
RECOMMENDED CAMBER: .43"
3-z5-9,3 01A!lD AL-r c--,
CLARY DIVISION PLATE TYPE' D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0* SH-11 T-3
ALPINE ENGINEERED PRODUCTS InC V2000 2-0-0 LL TC 30 2X4 #2 Os SP ENG. FOR: TRUE TRUSS INC
1801 S. GSW PKWY.
GRAND PRAIRIE. TX 75051 7.0 OL TC 7 BC LUMBER PROJECT; CENTEX 3702 A & C DATE: 27 Jan 1993
J214) 660-3940 PLATF-APFA' 9 INC. FOR STL LL 8C 0 2X6 #1 Ds SP LAYOUT 10: 10'r P,
604 OL BC 10 WEBS 2X4 #3 SP ADDRESS: if _
MEMBER TRUSS PLATE INSTITUTE 225 h.s. 33.33 f0IAI 47 SCAI,E:
FX(FPI AS MAY 13F w)TFD 1/8
I? LUUSE-SMALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONHECTOR Pt LIES SHALL BE JNSTALLEO S1MI4ETAICALL#ON tOl ALL TE 4SION CHORD HE AS ASSUMED TO BE CONTINUQJSL1 13) IF- INDICAVES LATERAL B.ACIIIG MEMBER (11.MIN
SPECIES! AND t9%MAIwUM MOISTURE CONTENT. 04 SUCH THAT THE JOINT SPACED'a V E I IHEA 3/8"BI: PLYWOOD S"EAIMIIIG� 1 12' 14) INSIALLATIOH AND EREC710H 5F THE TPUSS� PEP— I 'D
STRESS VALUES. ALL IALUES USED 5! TOP CHORG SPLICES ARE HOT RECON14EUDED TO OCCUR '"III) SP CED IC_ Q,C IMAO). TEMPOPAP, BRACING SWJULD BE DONE 114 ACCG+kCAUCE""'w'jjmA`
is OF MIGMEA ALLOWABLE OUN) DRIWALL OR BRACING MEMBERS A
FOR DESIGnjApE BASED ON I�E L A TEST EDITION OF THE tIA- 7) DIPEC TLI ABOVE A BOTTOM CHORD SP ICE. Ut&ESS NOTED OTHERWISE CURREIII TPI SPACING AND ERE-TIGH PLOLICATIDUS
TIONAL CES CNTsyANDARDSrPUBL I SHED 81 THE HATIONAL V-2000 APPROVAL NUMBERS; UBC 2342. FMA TC9 2014. S9CC 11) ALL COWAES52ON CWRD MEMBERS ASSUMED TO BE CONTIMUDUSLn5l I ORMS TO C�Hf TPI OES15N SPfCIFICA-
F OPES7 RADOM S ASsOCIA IONI 725 1.ISOCA FILE 85-125 BRACED BY EITHER 3/8" (MINJ PLYWOOD SHEATHING. 1/2. T"lr[AS450EFSORIGNWCTDAfLIFPLA.TE CrAINECTED WOOD TRUSSES AND
21 THIS DESIGN 15 BASED 014 CLAP'PONNECTOR PLATES ONLY 0) THIS RUSS HAS SEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16* 0,C. QUAL17i STANDARDS FOR TRUSSES.
C r
31 OrJNE t OR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ()IT THIS OPAWtNG. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 111) 110 MEMBER OF YHE TRUSS mj%� BE CUT OR MODIFIED IN M40 WAY.
4� catINECIOP PLAT E SIZES APE CALLED Crit WIDTH 4ACAOSS SLOTS) WITH THIS DESIGN 121 EM INDICATES BEARING LOCATION 0) SPECIAL HANDLING CARE SHOULD BE TAKEN CUPP*SHIPPING AHO
Of LENGTH (ALONG SLOT% AND IME ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TPUSSES OF EPECTICH OF TRUSSES SEE H10-91 FOP RECGMMENDAIJONS
SIZE CALL OUT THE PLATE LENGTH. IWITICAL LOADING AND CONFIGURATION.
-004FIGURATION AM LOADDIG SPECIFIED BY FABRICATOR
BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NOT USED.
CODE: STANDARD BUILDING CODE (SOCCI 1991) -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSISILII( OF FABRICATOR.
WIND SPEED: 110 MPH -THIS TRUSS IS DESIGNED ONLf FDA THE LOADS SHOWN. PROVISION FOR THE
MEAN ROOF HEIGHT: 13 FT. PREVENTION OF PCINOIIIG MUST BE MADE AND IS NOT THE RESPONSIBILITY
TRUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR 09 CLARY,
UPLIFT CONNECTION REQUIRED: 10391*AT EACH SUPPORT LOCATION. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 212"
NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW.
SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS.
4-1-11 2-8-0
RUN 4-3-8 4-1-11 4-5-3 5-0-3 4-6-11 5-3-3 RUN
1-5-14 #2 #2 02 02 02 #2 1-5-14
Max Height 8-10-3 74 PLF
12
2630 284#
1>
317# 360#
354#
3060- 2
12 D> .44 301# 1
t480
1020 Ji7l 92# foof 1270 720 21V
TO 40#
1814p
14800
0 13.5142%
9XIO 5xfi 3x4 3x
3X4 3x8
3 20 PLF
12
4-3-8 6-2-8 6-6-0 2-8-0 7-4-8 5-5-12 2-1-12
02 #2 02 02 02
1-4-0 2X4 2x4 2x4 2x4 2x4 2XA 1-4-0
34-8-0 TOP SOT WEBS WEBS
-5446 5001 -a02 -132
-5446 2591 2507 330
-2768 2t72 -770 -2702
_tBO9 t617 831
-t544 1723 -865
-1726 1447 753
-1865 -618 -221
690 487
No trusses: I Maximum deflection occurred at bottom )oint #3.
Maximum Live Load Deflection of .299* (5/16). Index-.276, (L/1305)
Maximum Total Load Deflection of .469* (8/16). Index-.288. (L/832)
e�, PEI/ 3—Z5'-73 01AD +t-F-n
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF TC LUMBER TR—k S 5: 34'8" HV-15 T-9
ALPINE ENGINEERED PRODUCTS Inc v 2X4 02 Ds SP ENG. FOFt TRUE TRUSS INC
1801 S. GSW PKWY. _2000 2-0-0 LL Tc 30
GRAND PRAIRIE. TX 75051 7.0 OL TC 7 BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
(214) 660-3940 -PLATE AASk- LL 8C 0 WEBS 2XG #1 D9 SP LAYOUT TO: OF18
668 OL 13C tO 2X4 #3 SP AODRESS: I
MEMBER TRUSS PLATE INSTITUTE 33.33 7S�CA 1.E:
TOTAL 47 FXCFPT AS MAY 8F NOTFU
I/E3
I! LUNKA SHALL 86 OF THE SPECIFIED MINIMUM GRADES. 5! CONNECTOR PLATES SHALL BE INSTALLED S(Mf4ETRICALLf 014 TO) ALL TENSION CHORD ME140EQS ASSUMED TO BE LONTINUOUSLf J31 J;� 11101CATES LATERAL SPACING MEMBER fly'-111
SPECIES. AND 192 MAXIMUAI MOISTURE CONTENT. CA TJCH THAT THE JOINT BRACED OV EITHER 3J8' MITI) PLiWOOO SHEATHING. 1/2" 141 INSTALLATIGN AND ERECTION OF THE TRUSS, PERMANENT. AND
IS DF NIGHER ALLOWABLE STRESS 4ALUES. ALL VALUES USED 6: TGP ChCF0 SPLICES ARE HOT PECGIMMENDED TO rCCUP (MINi DRIOALL 3P SPACING 14EMEFIS SPACED 16' 0 C (MAX), TEMPC44AAO SPACING SNQJLr OE UONE 114 ACCUIT]�'We WIIN
FOR DESI�Gll Ape aASED OTT THE LATEST EDITION Cf THE(,A- DIPECTL�ABOVE A SOTTGM CNORF SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING A14D ERECTIGN PUBLICATICHS.
TICNAL DESIGN STANGARDS PUBLISHED Of THE NATIONAL 7, V-1000 APPROVAL I&WERS: UBC 23,42. FhA 7CS 2014. SOCC 11) ALL COWRESSIC44 CHORD MEMBERS ASSUMED TO BE CONTJNUDUSL�5) THIS DESIGN CDtJFDPJ45 70 CURRENT IPI DESI�04 SPECIFICA-
FOREST PRODUCTS ASSOCIATION 725t. ODCA FILE 86-1�5 BRACED St EITHER 3/0" IMINJ PLYHOOD SHEATHING. 1/2' TIGNS FDA METAL PLATE C0194ECTED WOOD IMUSSLS AND
21 THIS DESIGN 15 BASED OTT CLAP'CCA44ECTOR PLATES ONLI 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADII46 SHOWN (MINA DRfWALL(IQ SPACING MEMBERS SPACED AT 16* 0 C. OUALIlf STA140AACS FOR TRUSSES.
3� CONNECTOR PLATES SIZES ARE BASED Ott AXIAL FORCES ONLV. Oft THIS DRAWING, INSTALLATION ANG USE S14ALL CONFORM (MAX). L94LESS NOTED OFHEPWISE� Ifil 100 MEMBER GF THE TRUSS A(Af BE CUT OR MODIFIED IN AW OW.
AT C0114ECTOR PLATE S12ES ARE CALLED OUT WIDTH 1ACRGSS SLOTS) WITH THIS DESIGN 12) 89 114DICATES BEARVIG LOCATION. t7) SPECIAL HANDLING CARE SHOULD BE TA�Etl OUAING S.1-1163 AND
51 LENGTH fALDNG SJ AND THE ORIENTATION OF THE 9) ThIS DESIGN IS APPLICABLE TO SNORTER SPA14 TRUSSES OF ERECTION OF TRUSSES SEE HIB-9i FOR RECOMMENDATIONS
F CALL OUT IS Z�2TQI BEC 5T", IDENTICAL LOADING AND CQrIFIGUHAT1014� -CCNFIGUAATrCN AND LOADING SPECIFIED BV FABRICATOR
BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES 140T USED.
CODE: STANDARD BUILDING CODE (SBCCI 19go -ADDITIONAL PLATING FUR HANDLING TRUSSES 15 PESPONSIBILITf OF FABRICATOR.
WIND SPEED: 110 MPH -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHONN. PROVISION FOR THE
MEAN ROOF HEIGHT: 13 FT. PREVENTION OF PONOING MUST BE 14ADE AND IS NOT THE RESPONSIBILlIf
TRUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR OR CLAR(.
UPLIFT CONNECTION REOUIRED; 1'07?-# AT EACH SUPPORT LOCATION. -AN11CIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD i9e*
NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW.
SEE NOTES 10 AND It A13OVE FOR CHORD BRACING REOUIPEMENTS.
3-5-11 3-4-0 A-0-11
RUN A-3-8 3-5-11 3-9-3 3-4-0 4-4-3 4-7-3 ALIN
1-5-14 1-5-14 7A PLF
max Height 7-10-3
12
2630 2A71P 284#
3x4 .168# 31 1#
257t 302#
12 A
2750
31
257 TT 2
5 F;, A 257,
265t
148#
10
92# 107# 122* 130# 97# 62# 31#
X
400
14310 t3�5174%
TIT 13�51 4j%
5x6 3x4 qZ�
3x 4 3x9 3x5
301_l 3 20 PLF
12
3-5-12
4-3-8 5-2-8 5-6-0 6-8-0 6-4-8 3-1-12
02 02 #2 02 #2 02
1-4-0 2X4 2x4 2TT4 2x4 2XXI ZX4 1-4-() Forcesfk-P)
34-8-0 TOP BOT WEBS WEBS
-5205 4779 -277 t06
-5205 2904 2275 -6tI
-2615 2236 -750 867
-193A 1656 Boo IiA2
-1730 1382 -904
-t458 549 602
_J63O -595 159
-1256 -A38
664 444
No trusses: I Maximum deflection occurred at bottom joint #3.
MaxiMUM Live Load Deflection of .293' (5/16). Inaox-.279. (L/129i)
Maximum Total Load Deflection of .46' (7/16), Index-.292, (L/822)
-REV 3-25-9j WIA.)I) +I-F c__1
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF1 TC LUMBER TRUSS: 34'8" HV-13 T-10
ALPINE ENGINEERED PRODUCTS Inc V 2X4 #2 N SP ENS. FOR: TRUE TRUSS INC
fect S. SSW PKWV. 2000 2-0-0 LL TC 30
GRAND PRAIRIE. TX 75051 7.0 OL Tc 7 SC LUMBER 2X6 #t DS SP PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
LAYOUT 10:
(214) 660-3940 PLATP AAFA. t INC. FOP STL LL BC 0 OCRs
676 OL BC 10 2X4 03 SP ADDRESS:
MEMBER ]RUSS PLATE INSTITUTE 33.33 SCALE:
TOTAL 41 FX('FPT AS MAY U� NOTFU 1/8
U LUIABER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 51 COLINECTOR PLATES SHALL BE IIISTALLED SVW4EIRICAI_L0 ON TO) ALL TEIIS1014 CHDAU ME46EAS ASSUAIIED TO BE CDHTIWXO-ISLV 13) 4- 11.01CAIES LATERAL B-ACIIIG MEMBER 1114-1"
SPECIES! AnD jqX Mv]MUM MOISTURE C011TEN7. OR SUCH THAI THE JOINT BRACED BY EITVIEA 3/9- MTN) PLVNOOD SHEATHING, 1/2- 14) POSTALLATION VIC EAECTIG"OF THE TPJSS. PEPMAIsENT. AIC
15 OF HIGHER ALLOWABLE STRESS 1ALUES. ALL qALUES USED 8� I OP CHORD,SPLICES AM HOT MCGHMENDE0 TO OCCUR NIH`0 WIWALL 00 BRACING MEMBERS SPACED TO' 0 C (NAAJ TEMPGRAPI SPACING SHOULD BE OUtE 114 ACCGROAIJCE WITH
FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE ILA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING AND ERECIIGN P.ABLICATIGNS
TION L DESIGN STANDAAROS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: LIBC W342. FMA TCB 2014. SOCC I0 ALL COMPRESSION C"FRG ME14SERS ASSURED TO BE CONTINUDUSLrJ51 THIS DESIGN COI4FOPWS TO CURRENT TPI aEsi�I seEciFICA-
FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 06-125 BRACED BY EITHER 3/0- :MINJ PLVWOC4)SHEATHING. 1/2' TIONS FOR METAL PLATE COIJUECTED WOOD TRUSSES A19)
21 THIS DESIGN IS BASED ON CLARY COIINECTOA PLATES C44LY 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADII66 SHOWN (WIN.) DRYWALL OR BRACII4G MEMBERS SPACED AT 16' o c. QUALITY SIATIDAPOS FOR TRUSSES.
3� CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES OML,, ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MA)O. UNLESS NOTED OTHEAWISE� tfil NO ME148EA OF THE TRUSS MAY BE CUT OR MODIFIED III ANY WAY
CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) § INDICATES BEARING LOCATION 17) SPECIAL HANDLING CAFE SHOULD BE TAKEN DUPING SHIPPILKI NIO
01 LINGIK 'ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE mIS-91 FOR RECC4*4E(4OATIQ?4S
S.,CALL I THE PLATE LENGTH. IDENTICAL LOADING AND CONFIGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES HOT USED.
CODE: STANDARD BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RE5PONSISILIT( OF FABRICATOR.
-TH S TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN, PROVISION FOP THE
WIND SPEEP. 110 MPH 'PREVENTION OF PONOING MUST BE MADE AND IS 140T THE RESPONSIBILITY`
MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLAP(,
TRUSS LOCI TION: (Se) area -ANTICIPA I ED HOSILC14TAL MOVEMENT UNDER IOTAL LOAD - 192"
UPLIFT CONNECTION REOUIRED: 5'4,74* AT EACH SUPPORT LOCATION.
NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW.
SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REOUrPEMENTS.
RUN - 4-3-8 4-2-8 4-5-0 5-4-0 5-4-0 5-4-8 5-7-0
1-5-14 02 #2 #2 02 02 74 PLF
Max Height 6-10-3
12
5 364# 395# 396#
32211, 390#
12 3x4
6 r7' 304# Z� >��2
27, 11 203#
1400
1270 1940 IB4# 1050 310
400 1
t 17640
Im 1 14400 1 3 5169%
' I. I .
0)1 9%9 3xB 3x5 1 3 5141X
41 3xS 5-1 Y
3.11
_T 3 US 114
22 20 PLIF
J
3-1-12
4-3-8 8-6-8 io-S-0 7-10-4
0208 02 02 02
1-4-0 2x4 2x4 2x4 2X4
34-6-0 ForcesiL-P)
TOP SOT WEBS
-5244 A615 -305
-5244 2717 2493
-2252 057 -660
-20tti 992 643
-1519 -471 of
-169B -632
525 363
593
No trusses: I Maximum deflection occurred at bottom joint #2.
Maximum Live Load Deflection of .279* (4/15), Index-.266, (L/1356)
Maximum Total Load Deflection of .437' (7/16), Index-.277. (L/866)
PEV 3-2:5-13 0/1"3D
34'8' HV-11
V 2X4 #2 OFt TRUE TRUSS INC
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER
ALPINE ENG114EERED PRODUCTS Inc 2000 2-0-0 LL TC 30 . F
1801 S. 6SW PKWY. BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRAND PRAIRIE. TX 75051 7.0 OL Tc 7 2X6 #I Ds SP LAYOUT 10:
(2J41 560-3940 -PLA-TEAACA-.--%-1NC-.--FOR -STL LL BC 0 WEBS
MEMBER TPUSS PLATE INSTITUTE 592 33.33 JOL SC 10 2X4 #3 SP ADDRESS: SCALE:
10TAt 47 EXCEPT AS MAY HE NOTFU 1 1/8
1! LUMBEQ`SHALL BE OF THE SPECIFIED MINIMUM C~FS. 5? CONNECTOR PLATES SHALL BE INSVAT�LED S-4EIRICALLI ON 10) ALL TENSIUH CHORD MEMBERS ASSUMED TO BE CONTINUOUSLf 131 0- IUDICAIES LATERAL BRAC114G MEMBER (11A kIN i
SPE CIES. AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOIrJT BRACED 8V EITHER 3/9" iMINI PLVWOOG SHEATHING. 112* 14) INSTALLATION AtC EPECTIGH OF THE TRUSS, PEAMAIkUl. AND
1 5 OF HIGHER AL.L.0)AAOLE STRESS VALUES. A1_L IALUES USED 5i TOP CHtOFD SPLICES APE HOT FEC,)M14ENDED TO GCCUR 04101 OPIWALL OR BRACIN(i MEMBERS SPACED 10* Q- (MAX). TEMPORAP,BRACT"%Stir�JLO BE DONE IN ACCGMAICE NIIH
FOR DESIGN ARE BASED Ott THE LATEST EDITION Of THE UA- OIKCILI ASO�E A BOTTOM CHORD SPLICE, UNLESS NOTED OTHERWISE CURRENT IPI BRACING NO EFIECTIOtA PUBLICATICHS,
IIONAL DESIGN STANDARDS PUBLISHED 01 THE NATIONAL 7s V-20GO APPRO�AL trUMINERS: UBC 23A2. FHA TOO 20t4. SOCC III ALL COMPRESSIC44 CHORD MEMBERS ASSUMED TO BE CONTItILOUSLI151 THIS DESIGN CONFORMS 10 CURRENT TPI OE51ON 5PECIFICA-
FOREST PRODuC I S ASSOCIA I ION� 7251. BOCA FILE e6 t25 BAArEG OV EITHER 3/8" 4MIN.) RLVWGrO SHEATHING. 1/2' TIC445 FCA METAL PLATE CGNtAECTEO WOOD TPU55ES AND
2J THIS DESIGN IS BASED Ott CLAPO CC44JECTOR PLATES oNLV, 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIHA DPfWALL OR BRACING MEMBERS SPACED AT 16* O.C. OUALIT, SIANDAPOS FOP TRUSSES.
3) CONNECTOR PLATES SIZES APE BASED 014 AXIAL FORCES Or&(. Ott THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAY). UNLESS NOTED OTHERWISE. 16) 140 4EI48EP OF THE TRUSS MAI BE CUT CA OADDIFIEC If# ANf WAV
41 C 7
6�*JECT OR PLA C SIZES APE CALLED OUT WIrTH (ACROSS SLOTS) WITH THIS DESIGN t2) EM INDICATES BEARD*LOCATION 17) SPECIAL HUADLIIIG CAPE SHOULD BE TAKEN DURING SHIPPING AND
LENGTH (ALONG S, RII.IATT.1 CI THE 9) THIS DESIGN IS APPLICABLE 10 SHORTER SPAN TRUSSES OF EMClIC44 OF TRUSSES SEE HIS-91 FOR PECoMmEtIOATIONS
____U2L C.L 'JI IS NIU14110 IKE NGTH. IPEOIICAL LOADING Art)CONFIGURATION. -CO41FIGURATION Alto LOADIIIG SPECIFIED B� FABRICATOR
-REPETITIVE 14EMBEP STRESSES 140T USED.
13UILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLAT114G FOR HANDLIIIG TRUSSES IS RESPONSIBILITY OF FASPICATOR.
zs CODE: STANDAPO BUILDING CODE (SBCCI 1990 -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION F014 1HE
WIND SPEED. 110 MPH PREVEHTIONI OF PONOING MUST BE 14ADE AND IS NOT THE PESPOI451BILITY
PAEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FASRICATGR 09 CLAR(.
TRUSS LOCATION: (Se) area -AN71CIPATEU HORIZONTAL NOVEMErIT UNDER 70TAL LOAD - 25"
UPLIFT CONNECTION PEOUI RED: qg"AT EACH SUPPORT LOCATION.
NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW.
SEE NOTES 10 AND it ABOVE FOR CHORD BRACING REGUIREMENTS.
3-2-5
RUN 4-3-8 3-6-0 4-10-1 4-11-0 A-10-1 4-4-8 4-7-8 74 PLIF
11-5-14 02 02 #2 #2 02 #2 02
Max Height 5-10-3
12
,,:::1 6 309# 3640 3540 3410
12 248# 322f
3x4 +
241#
267# zz
160f
I4B#
t070 I t5f 98# 98# 070 060
40#
t
1602# 13 5163%
I gxi2 5x6 3x4 13.5J46%
3x4 3TT4 3x7
31L 12 3
20 PLF
4-3-8 6-6-8 4-10-1 4-11-13 4-10-1 9-0-0
02 02 02 #2 #2
1-4-0 2x4 2x4 2x4 2X4 2x4
34-8-0 Force5(L-R)
TOP SOT WEBS WEBS
-5921 5,137 -268 302
-5921 3420 2470 -355
-3026 27G6 -909
_3tO2 2997 677
-3t02 2399 540
-2996 2712 -365
_26B3 140
-3033 -459
817
No trusses: I Maximum deflection occurred at bottom joint #4.
Maximum Live Load Deflection of .389" (6/16). Index-.337. (L/1069)
Maximum Total Load Deflection of .61* (10/16). Index-.352. (L/682)
REV .3-Z5-?3
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 34'8* HV-9 T-12
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL Tc 30 2X4 #2 Os SP ENG. FOFt TRUE TRUSS INC
1001 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X6 #1 Ds SP F
(214) 660-3940 _PLATE!_AREA: INC. FOR STL LL ETC 0 OCEIS LAYOUT 10: L�5
658 DL 8C 10 2X4 #3 SP AODRESS: IYA .-
MEMBER TRUSS PLATE INSTITUTE 33.33 TDFAt 47 FXCFPT AS MAY eF N01FD I/B. pv)
V LUMBER SMALL BE C&OILiva"St., 13)
1, eE OF THE SPECIFIED MIf1IW-%GRADES, 5) CC491ECTOA PLATES SHALL BE IIAEfALLED S1144EIRICALLf 0111 10) ALL IF I ISLOV11CHORD MEMBERS ASSUMED To �0__ I"DiCATES LATERAL DPACItO MEMBER It,.MIR"
SPE CIE . JUjD '9%MAJrIWJM MOISTURE COLITENT. 04 SUC THAT THE JOINT SPACE[)8 f IIIER 3/8, (Mi") PL"Maw SHEAT"INI/"'A" t4) IIJ57ALLATIOIJ A)U EPECTIUJ&F TIC T�-JSS. PE�MOJEIJT, AIO
IS OF HIGNEP ALLOWABLE S TRESS VALUES. ALL 1ALUE S LISE 0 51 10P CHOOD SPLICES ARE NOTHRECO4,4EHDED TO OCCUR (MI111SORVWALL OR 8RACIrIG MEmIlE'S SP ACED 10, 2 4. 1 EMPORAF;PaPACIH5 S"O.A�O BE OCAIE 114 ALC—Af E WITH
fop DESIGIA ARE BASED ON THE LATEST EDITIO14 OF THE-A- GIRECTLI ADOVE A BOTTOM C URD SPLICE. UNLES NOTED OTHERWISE CLAIKHT I BRACII.G NO ERECTIU4 PJKICATIC"S.
TIONAL "SIC-srAIJOARDSTPUBLISHED fil TIC MATIOUAL 7) Y-2400 APPROVAI_ tk44DERS. I`HA TCEI 2014. SOCC III ALL comPRESSZOn LmOAO MEMBERS Asstimfo to KcrAjNrJSLn5I THIS 0EStG14 COtAFORMS TO CURRENT TPI DES ISM SPECIFICA-
FOREST PRODUCTS ASSOCIA ION, 725t. BOCA FILE 06-t25 BRACED Bv EITHER 3/5" IMIH.) PL rWOUU SHE AIR 10. 1 TIOt#5 FOR MICIAL PLATE CO1*'E C I E 0 WODO TRUSSES AND
2) THIS DESIGtj IS a xSEO Oil CLARf CONNECTOR PLATES Otcy 81 THIS TRUSS HAS BEE14 DESIGIIED FOR I HE LOADING SHOWN NIMA DA(WALL OR BAACIIIG MEMBERS SPACED AT 16- .C. QUAL11(STAUDARDS FOR IRUSSES,
3? COTEC TOP PLATES SI ZES A"E BASED 014 AXIAL FORCES ONLe. 014 THIS UPANXIAG. 114STALLATICA4 MID USE SMALL C014FOAM (MAX), UNLESS NOTED OTHERWISE. 16) HO MEMBER OF THE TRUSS MAe BE CUT OR I#XIFIEO III A14f WAO
A� COMAEC I OR PLA I r S1 ZES ARE CALLED oijT MID IN IA CAGSS SLOTS) WITH THIS DESIGN 1121 ga IIADICATES BEARIIQ LOCATI014 17) SPECIAL 4AJJDLII*CARE SHOULD BE TAKEN DUAILIG SHI�19* Alto
It,I-E"61" 1-0111 SLOISI Alto THE OR IEHTATION OF THE 91 1&1.STI�IES"" IS ' CABLE To S.4T' 'PA" TRUSSES OF EPECTIGN OF TRUSSES SEE hIS-91 FOR AECGMMEtVATIUtS
5" CALL I.THE QjnE"IDN F I ."I r
ME E!LATE L L0AQZ_ III. IFi.1IPH1'1QN',' -COrIFIGL)RATICAI AND LOADIIJG SPECIFIED Be FABPICATOP
-RE ET I TIVE 14EMBEA STRESSES NOT USED.
A BUILDING TYPE: ENCLOSED RESIDENTIAL -AZITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILIT( OF FABRICATOR.
CODE: STANDARD BUILDING CODE (SOCCI 19911 -THIS TRUSS IS DESIGNED GNLf FOP THE LOADS SHOWN. PROVISIO14 FOP THE
WIND SPEED: Ito MPH PREVENTION OF PONDING MUST BE MADE AND 15 NOT THE RESPONSIBILITY
MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLARV
TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL MOVEMENT UIJOEP TOTAL LOAD - 279'
UPLIFT CONNECTION REGUIPED: qgo A'_AT EACH SUPPORT LOCATION.
NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW.
SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REGUIREMENTS.
3-4-8
RUN - 4-3-8 4-8-6 - 4-7-2 4-6-J4 4-8-14 4-7-2 3-7-8 74 PLF
1-5-14 02 02 02 #2 02
Max Height 4-10-3
12
"Z::j 5 144# 345# 351# 345# 2950
+
12 2480
I,
6 U;;1 3x4 3x4 322# Z
X
ru 123#
f4B# 'Z
1*16 870 93# 93# 95'0 931 t140 660
40# 1
16020
3x 2 13 5163%
160 #
9XI2 3%4 3X4 3xB 5xG 3x4 3.7 13.5146X
3
12
20 PLF
4-3-8 4-8-0 A-7-2 A-8-14 4-8-14 4-7-2 7-0-0 F_
#20s #2 02 02 02 #2
1-4-0 2X4 2X4 2x4 2x4 2X4 2x4
34-8-0
Forces(L-Pi
TOP BOT WEBS WEBS
-5923 5A39 021 J246
-3451 5297 -2276 243
-3032 3086 631 -273
-AO07 3831 937
-4007 3577 -475
-3578 2586 21,7
-2892 2825 -352
-3160 533
-653
No trusses: I Maximum deflection occurred at bottom joint 04.
Maximum Live Load Deflection of .455' (7/16), Inoex-.395, (L/912)
Maximum Total Load Deflection of .715" (Ii/tB). Index-.413. (L/502)
RECOMMENDED CAMBER: .39"
REV '3--Z5 AT pot/
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TIC LUMBER TRUSS: 34*8' HV-7 T-13
ALPINE ENGINEEREO PRODUCTS Inc V 2X4 #2 Os SP ENG� FOR: TRUE TRUSS INC
1801 S. GSW PKWY. _2000 2-0-0 LL Tc 30
,GPANO PRAIRIE, Tx 505, 7,0 OL TC 7 BC LUMBER 2X6 #1 Ds SP PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
(214) 650-3940 1 WLAT�-ArteA; It INC FOR-STC LL BC 0 WEBS LAYOUT TO:
MEMBER TRUSS PLATE INSTITUTE 696 33.33 IDL BC 10 2X4 03 SP AODRESS: SCACE�_
TOTAL 47 FXCFPT AS MAY UF NOTFD 1 1/8 Of)l
11 LUMBEa SMALL BE OF THE SPECIFIED MIUIMUM GRADES. 5� C�o4RJECTDA PLATES SHALL K V)STALLED SIMI4ETPICALI-i 010 10) ALL TEHSNXJ CHORD C.EIEAS ASSUMED TO BE COIJ71t LI .21) *- IttOICATES LATERAL BnACIHIG MEMBER iiIA MIlVi
SPECIES. AND 39%MAXIMUM"CIS"JAE COHTENT. OR 5 JCH THAT THE K)INT OR ACED BY ELITHEA 3/9"I M110 PLF1'SOODASAEAT"!1XI, 1/2- JAI IIJSTALLAT IHE TAUSS, PER-A14EHI. AHU
I IN VW C S a , ID"AID ERECT ID"OF
MI A S I SV P CHORD SPLICES ARE HOT REC34AV40EC 10 OCC'JR IN) OR A L OR BRAC UG MEMBE SP CE 0 (MAX1. JEMPORARY BRACINS SHOIJLD BE Dcq.E 114 ACCOROAM�� WITH
S OF al*P LLOMAKE SIPES VALUES. ALL ALOE S U _a E! I C
F 13ESIC44 ARE BASED 014 TME LATEST EDITION OF IHE HA- OINECIt, ABOVE A BOTTOM CHORD SPLICE, &ESS NOTED OTHERWISE CURRENT TPI BRACIIJG A1JG ERECTIOIJ PUbLICAT)UHS,
OR I NT TPE DESI%M SPE C IFICA-
TIOtOL OESIGIA STAICAROS PUBLISHED BY THE NATIONAL 71 Ve GOO.APPROVAL NUMBERS, UBC 23A2. FHA ICS 2014� SOCC 11) ALL COMPRESSION C"ORD ME14DERS ASSUMED TO BE CO!TINLVUSL Y1151 THIS DES CiN COtfORMS TO CUPRE
21 FOREST P-OGUCTS ASSOCIATIOCI� 7251� OCA FILE 86-125 BRACED SVIEITHER 3/8m IMIU.) PLYWOOD SHEATH NG� 2/21 1 IONS FOR METAL PLATE CC444ECTEG 01001)TRUSSES AND
I OESIDI,15 BASED 014 CLARY COMIECTOR PLATES ONLY, 01 THIS IPJ S HAS SEEH DESIGIIED FOR THE LOAOIHG S.OWIH iMI14.1 OR WALL OR WACIfir.ME14BEAS SPACED AT 16' �,C. I E) GO LITf SIXIAGARDS,FORSTRUSSES
.15 1 HIS 5 nuAMEMBER OF I HE PUS 111 ANY MAI,
3) C- OP PLATES 5 IZES ARE BASED OTA AXIAL FORCES ONL ON 7 DPAW114G. IHSIALLATION PC USE SHALL COt4FOW IMAX). UNLESS NOTED OTHERWISE. MAI BE CUT OR 14001FIED
or:IECT TAKEH DURING SHIPPIPX3 XHO
4) C JEC I OR DLA I E S ZES APE CALLED OUT WIDTH (ACROSS SLOTS) WITH r"I S DESIGN, 121 as INDICATES SEAR1110 LOCATZUI 17) SPECIAL HANDLIIJO CARE S"OLLO BE
BY I I G OF USSES SEE HIB-91 FOR RECONNEtICATIONS
L EI#GTm IALDUG SLOTS� Ar4D THE DPIENTATIO14 OF THE 91 T�S DEST N IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION IS
SIZE CALL OJT I- r"Gy. ICANrICAL LQADING Atip CON1`IGUAA7IOU -CCAIFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-REPETITIVE 14EMBER STRESSES NOT USED,
zh BUILDING TYPE: Enctosed Resfdentfat -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 SESPONSIB[LIT( OF FABRICATOR.
CODE: Standard BuiLding Code (SBCCI 1991) -ANTICIPATED HORIZONTAL UOVEIAENT UNDER TOTAL L040 03*
WIND SPEED: i10 q)h
MEAN ROOF HEIGHT: 130
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: ql'l # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
ALIN 4-3-a 2-9-8 B-9-4 - 5-11-0 74 129 5 PLF
1-5-14 #2 02
2x4 2x4 7A-O
Max Height 3-10-3 920
6310 0860 8960 8860 438#
12 2A
14 4x4 7x5 4x4 6xs
t480
��67# 4420 240# 2420 240# liell,
TV 40# 28350
4 (3 5140%
120 4x4 6x7 26080
4x4 8x7
3
12
35 PLF
4-3-6 2-9-8 6-9-A 6-11-0 6-11-0 7-0-12 1 20
7-A-0
1-4-0 296#
34-8-0
Farces(L-R�
TOP SOT NESS WEBS
-11180 10307 2567 7011
-7568 9999 -3380 -27118
-9958 6858 1687
-9916 9957 3292
-9916 6630 -872
-6631 0 -46
-897
3461
-2040
No trusses: I Truss designed to support 5-0-0 jack system with Outrigger
maximum deflection occurred at bottom joint 04. FASTEN TOGETHER WITH: 2 Members Required
Maximum Live Load Deflection of .467' (7/16), Index-.404. (L/691) TOP 10d NAILS 12'O'c.
Maximum Total Load Deflection of .732* (12/16), Index-.422, (L/568) BOT 10d NAILS 12:0.c.
RECOMMENDED CAMBER: .4" WES 10d NAILS 12 D.C.
FASTEN AT OR NEAR ALL PANEL POINTS.
A k'F-,i 3-2 5-93 0$,,D .NOT "AT L DR SOLT THROUGH TRUSS PLATES.
4 Fri-
ALPINE ENGINEERED PRODUCTS Int V2000 2-0-0 LL TC 30 2X6 01 CIS SP ENG. FOR. TRUE TRUSS INC [ 11 --
27
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBEA
1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A & C DATE: Jan 1993
GRANO PRAIRIE. TX 715051 7.0 OL TC 7 2X6 #1 Os SP e�F
12l,111 660-394D -PLATVAA�A- L-TKC.-FOPt-STL LL BC 0 WEBS LAYOUT TO:
MFHBEP B14 L At to 2X4 #3 SP ACORESS: SCA-LE:
'S INSTITUTU 17010C 41, A13 mr.� (1( '40 1 F,I-1
IALJ4'1 PLATE 33.33
I! LUMBEA�SHAL.L BE OF THE SPECIFIED M1141WX4 WAGES, 51 CDISIECTCR RLXTES SHALL BE IliSTALLED SIM14ETRICALLf Ol 10) ALL TEtISIOli CHORD MEMBERS A55IJ14ED TO BE CONTINk".15L, 1311 4- 111DICATES LATERAL B.ACIIIG MEMBER fI91 Hill
SPECIES, U40 l9l;MAXIMUM-01SIURE CGITETIT. OR SUCH THAT THE Joltit BRACED bw EITHER 3/8" (4114) PL,WOOO SHEATHING. 1/2' 34) INSTALLATIC14 AND EPECIIGII OF THE THUSS, PEAMAIIENT, AIJD
IS OF MIG""R ALL3WAKE STRESS VALUES, ALL Y ALUES USED Or TOP C"O"',SK ICES ARE NOT RECOMMENDED TO OCC� (MIN, OF411WALL OR SPACING MEMBERS SPACED 10' 0 TEMPOPAR,BRACING SWJ-XD BE OCRiE 114 ACC ANCE WITH
E SS E C P
FOR 0 SIG"APE BASED Or' THE LATEST EDITION OF THE HA- OIPECTL�ABOVE A BOTTOM CHORD SPLICE, UNL E NOTED OTHERWISE, UPPEll TPI BRACING AIIG RE TIC44 UBLICATIONS.
I r
TIONAL DESIGN STANDARDS PJBILISHED Be THE NATIONAL 71 V-ZOOD APPROvAL NUMBERS: u8C 0342. FHA ICU 2014. SBCC ll� ALL COMPRESSION CMC40 MEMBERS ASSUMED TO BE CONTUAPOUSLItai tNI 5 GES GH COHF~ TO _URAfrif IPI DESIGN SPECIFICA
F091EST PAODUCIS ASSOCIATION 7251. BOCA FILE 66-IZ5 BAACEG Sf EITHER 5/8" IMINA PLVHOGD SHEATHING. 1/2o IT C415 FC44 METAL PLATE CONNECIED WOOD TRUSSES AND
2) THIS DESIGN 15 BASED ON CLA:f COISIECTOA PLATES ONLf. 01 THIS TPJSS HAS BEE14 DES16HED FOR THE LOADING SHOWN (Mill.) DAVWALL OR BRACHIG ME14BEAS SPACED AT 16" a C. OUXLITI STANDARDS FOR TRUSSES.
31 CO"I*CTDP PLATES SIZES ARE ASED 014 AXIAL FORCES ONI.Y. 011 THIS OPAW114G. IIISTALLATI011 All)USE SHALL CONFORM IMAX), UNLESS tiOlED OTHERWISE. 16) NO MEMBER OF THE IPUSS MAf BE CUT OR MODIFIED III ANf WAV,
COMIECTOP PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 INDICATES aIEAAII4O LOCATION 17) SPECIAL HANDLING CAPE SHOULD BE TAKE14 DUAII40 SHIPPING MID
,,,LEt#GTn IALONG I AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABILE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MIO-91 FOR PECrAIMENDATIONS
5 ZE CALL OUT S
I LENGTH, IDEtiTICAL LQADING AND ONIFIGURATION,
_120fiFIGURATION AND L AOING SPECIFIED Of FABRICATOP
ABUILDING TYPE: Enclosed Residential -REPETITIVE 14EMBER S RESSES NOT USEO�
-ADDITIONAL PLATING FOR HPIDLING TRUSSES 15 RESPOUSIBILIle OF FABRICATOR.
CODE: Standard Building Code (SBCCI 1991) -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISIDII FOR THE
WIND SPEED: 110 q* PREVENTION OF POIJOING MUST BE MADE �JO IS 140T THE RESPOI4SIBILITf
MEAN ROOF HEIGHT: 13, OF THE TRUSS FABRICATOR OR CLARf.
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 'I'IZ— 0 AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
RUN 4-7-8 4-4-8 5-3-1 5-4-13 5-4-13 5-4-13 5-5-9 74 PLF
1-5-14 02 #2 #2 r
Max Height 4-10-3
356f 394# 4000 40of 3940 J94#
+ +
12 3 X,212 0
6 P, 3x4 3x8
cu 3x5
1600
86111 1410 107# loot JOB# 1074 53#
16646 66511,
ri
3x7 3x4 3x4 5X6 3x5 3XG 1" 13.51 66% [3.51661
20 PLF
9-0-0 5-3-1 5-4-13 5-4-13 5-4-13 5-5-9
1-4-0
35-0-0
Forces(L-R)
lop BOT NEBS WEBS
-3372 2836 -355 -1312
-2822 2523 307 2250
-3223 3222 920 -3613
-3341 28AB -493
-3341 1748 353
-2849 0 -401
-0A9 640
-810
1433
No trusses: I Maximum deflection occurred at bottom joint *4.
Maximum Live Load Deflection of .27" 14/16), Index-.225. (L/1600)
Maximum Total Load Deflection of .423' (7/16), Index-.235. (L/1021?
3-2C-93 Olt-D AF
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36*0" MH-9 T-,'
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL Tc 30 2X4 #2 Ds SP ENS. FORz TRUE TRUSS INC
1801 S. SSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 an 1993
GRAND PRAIRIE. TX 75051 7.0 OL TIC 7 2X4 #2 N SP LAYOUT ID:
4214) 660-3940 _ACKTE-WA.- t INC.--FOA SrL LL SC 0 WEBS
448 33A3 OL BC 10 2X4 #3 SP ADDRESS: SIC A CE
MFMBER TRUSS PLATE INSTITUTE TOTA( 47 FXCFPT AS MAY UF NOTED 1/8 N\1,
I LUMBEA SHALL BE S"ECT1,11D MT,,T.GAA.El. 5) COINAECTOP PLATES SHALL BE INSTALLED SIMI&EIRICALL( ON 10� ALL IEIIS1014 CHORD MEMBEPS,,ASSL04ED To BE C014TINLOiSLI 111DICATES LATERAL BAACR46 PEMBEA ISAA M111
CO11TE14T. 04 SUCH THAT THE JOINT ACED 01 EITHER '3/6" 1111 1 PLIWOOD SHEATH!IiG C 1/2' 14) :14STALLAIT31,AND EPECTIO11 GF,THE TP-J 5,,PIE AIIEIIT G
S �l A'. 'E 5 To f- CRAP'BRACIF6 5�10JLD BE ONE I ft S�C,RG1110E IT�
'EC' STMESSS t7y AX� EMP
Is OF HIGHER ALL30 ALLIES. ALL VALUES U ED P CtORG ASPLE10E%A7E ONI)IMPE GN44ENDED TO GCCOP IN) DPfWALL DR BRALING MEMBERS SPACED 10 . -IBLICATI�6.
FOR DESIGN APE BASED OU THE LATEST f0ITION OF THE IIA- L' BOV A OTT M C DPO SPLICE ONLESS NOTED 07-EPWISE C LLPSE141 TPI BRACING AIJO EPFCTI�tl P
TI(X4AL DESIGI,STANDARDS PJSLIS�ED 81 THE NATIO44AL APPROVAL NL"T'E F' 113C 1141, IHI 1�8 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSMED TO BE C1544TINJDUSL�5f THIS DESIGH roI$FDPMS TO C-�qRENI TPI DESIGN SPE IFICA-
FORES pp 1251, ..A 1111 25 PACED Bf(EAITHER 3/8" (MIN ) PL,WOCO SHE T 1114G.. 112 TIONS F5R METAL PLATE CONNECTED WOGO TRU55ES AND
2) S T 0OUCTS ASSCCIATIOU CEDA" 0"ALITf STPJDAPrS FGA TA SSES.
THI DE Sl C14 I S BASED(TO CLARI CONNECTOR PLATES ONLY ITT I HIS IP,.J5S HAS BEEN DESIGNED FOR THE LOAD1116 SHOW IMI14.) OR EW LL OR BRACIIJG MEMBERS SPA AY 6 a c
3) C $E I OR PLATES SIZES APE BASED(IN AXIAL FO CE OtA.1, 014 1 HIS DRAWIfIG INSTALLA11011 AND USE SHALL CONFORM (MAXI, JA4L SS I iOTED OTHEPwISE 16) IT 1�`E TA'JSS MAi BE C T 14001FIED 114 A141 WAI
"" C TC;, S IZE 7 S S SOEMCEItA4BLE�p1ACrJ`DLI1JG CAPE SHOOLD BEUTAKGAEN DUPD40 SHI�1110 AND
41 C IE C PLATE ARE CALLED OUT WIDTH (AC-O 5 SLOTS) WITH THIS DESIG. J2� INDICATES BEAPPM LDCATIC�4. 17) E T
0`11 REC ION OF TRUSSES SEE HIB-91 fOR RECOmMENDATIO14S
tM OF C,
Bf LEIIG I-ONG S , 'TO THE O0IE;TATA1(�11E1 L",THE 91 'HIS Ell 11 11 APPLIIA13LE TO SH�TEP SPAN TRUSSES OF
Uffj��COI GUP-ATIQN.
CALL DOT IS �21S
,,LTT,C, I, I., -CO14FIGURATIO14 A
-REPET I TIVE 14EMBER STRESSES NOT USED.
A BUILDING TYPE: Enclosed Residential -AODIT.rNAL PLATR)G FOR MANOLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR.
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 ffph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 1.32�5 9 AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
RUN 3-9-8 3-2-6 5-7-14 5-9-10 5-9-10 5-9-10 5-11-6 74 165.5 PLF
1-5-114 02 02
2TT4 2TT4 A-0
Max Height 3-10-3 1290
719# 954# 96455# 9660 9540 471#
i i
12 248# 1
4X4 7x5 4x4 4TT5 4TT7
111 1,\ Z/
6b# 7110 2580 261# 2610 2580 127#
1
37940
3552#
3%9 3x4 5x8 3xa 6x7 4TT7 13,5170% [3.5175�
A
45 PLIF
7-0-0 5-7-14 5-9-JO 5-9-10 5-9-10 5-11-6 1 20 —
#2 02 02 02 7-
1-4-0 5140
36-0-0
Forces(L-14)
TOP DOT WEBS WEBS
-75rB 6715 -265 -2940
-7254 6481 645 6301
-9201 9200 319t -3666
-9977 8720 -1423
-9977 5430 906
-0721 0 -967
-5A31 IA68
-t725
3842
No trusses: I maximum deflection occurred at bottom joint #4.
Maximum Live Load Deflection of .356" (6/16), Index-.297, (L/1213) FASTEN TOGETHER WITH: 2 MemberS Required
Maximum Total Load Deflection of .550" (9/16). Index-.3i, (L/774) TOP 1043 MAILS 12*0 C
BOT 10d NAILS 12*0�c�
WEB 10d NAILS 12'O.C.
FASTEN AT OR NEAR ALL PANEL POINTS.
DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. .
----TRUSS: �TO'-MH�7 T-1
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING JPSF) TC LUM13ER
ALPINE ENGINEERED PRODUCTS Inc V__-000 2-0-0 LL TC 30 2X6 01 Ds SP ENG. FOR: TRUE TRUSS INC
1001 S. GSW PKWY. BIC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993
GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 #2 Ds SP )OF
(214) 660-3940 -J5L-A-TF--KACX--- X Tf4C -FOR STL LL EIC 0 WEBS LAYOUT TO:
670 33.33 DL EIC 10 2XVI #3 SP ADDRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE
I TOTAI 47 -X(PPT AS MAY BF NOTFU
C CITY OF
800 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE(904)247-5800
FAX(904)247-5805
SUNCOM 852-5800
September 1, 1999
Diane H. Watson
1490 Linkside Drive
Atlantic Beach, FI 32233
Re: 1490 Unkside Drive
Dear Ms. Watson:
by the Atlantic Beach
The property known as 600 Mayport Road is considered
Building Official to be in Flood Zone "X" according to the Flood Rate Insurance Rate Map
as of April 17, 1989.
Sincerely,
Z w
Don C. Ford,
Building Official
DCF/pah