Permits 1668 Linkside Court N (vault folder) ADDRESS /(0J2, 7
BUILDING PERMIT NUMBER
INSPECTIONS: FOOTING
UNDER SLAB PLUMBING
SLAB
FRAMING
COVER-UP 411 l '
INSULATION f0 1 r
FINAL BUILDING
CERTIFICATE OF OCCUPANCY�L_ b -
ELECTRICAL PERMIT # /
INSPECTIONS ROUGH !O C�-
FINAL
MECHANICAL PERMIT #
PLUMBING PERMIT # 97 a f_t�nLe
NOTES:
C att-firatt of Orrupang
(situ of
.�tlttntit �ettci� — �Rlori�tt
llepartmrnt of Nutldtug Juo.pPxtion
This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use. For the following.
J '� s 2mi vi T e :xc:<a vw 9
Use Classification ,:s � Bldg. Permit No.
Group W/i) ,,(^="- Type Construction Sr Fire District Ial!',i C 'd e,2
Owner of Building CeriLax a _ r s u^t Address
Building-Address 1 ; de Gt. 1ocanty li3I tic E, E!a b®~.FL 3223
By: rillig: Y -
Building Official, Date:
POST IN A CONSPICUOUS PLACE
DEC: 07 '94 09:_= CLARSUPd 313 Pat
MAP SHOWING BOUNDARY SURVEY OF
LCAT 127 BLOCK AS SHOWN ON MAP OF
AS RECOADED IN PLAT BOOK 47 WAGES'05 8; OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA.
FOR; eE)Y'r" AOA0'is 040RIVAM47V
NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT,
lor -107 134a
To
h
n; X0.40'
y O
x 4 i °
14,
mo
"E,avs y Al0.34'040''x
4.7'ti ,c,NrSN/'GUOR
�i e=er.tr453) y
4
1994
CITY OF
800 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE(904)247-SM
FAX(904)247-5805
NOTICR
TO: dater Department
FROM: Building Department
DATE: 3o - 7"
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
Sincere
r
Building Department
CITY OF
f)##ic2 of 8:ii;ding Official
REQUEST FOR INSPECTION
Permit No. _ O f6 l r/
! f �
kM
"
Receival _ "� --- P.�7,� 1.....•C V�trL-.+i—�
.'rob Ad' Locality
Owner's
Ne _ _- __ Co actor
�Rough G0�IGRETE fR1GEGNAtstt�ot�na ng is f�n
e oof;nn SiaF, Tent;Pals �- Top Out
Healing
Final -- Sewer Fire Place
Pre Fab
READY FOR�11NISPECT10N
Mcn. Tues. ed. l Thurs. Friday
A.M.
PryFt'lal Ins em.
- L
�' — #catc o ccupaocy ��
zo
D
0 00 CD f
4 °na N �
1 ` ' ° ook
A �%
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OD
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r
�y O °
DATE
FRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE
SATISFACTORY :
------ -----
- -----------------------------------------------
------ -------------------------------------------------
------ -------------------------------------------------
------ � -------------------------------------------------
Enclosed are the blue copies of the permits.
ERELY,//
BUILDING INSPECTION DIVISION
cc:FILE
Oiiice Oi Bui,'dfn
g Oiicial
ION
i i n2Permit No.Received
�J
Locality
:tJ;LDi _Ccntr� �
COi;CRE TE � EEL''
Frar,,inc PL rr,
RoctirgAt
Slag Ro,9t wring Rug \
�,u?aC;•r. L T m;;roto
intet =nat Too Out / ,Nom_.
ng
F?`:`:4 Y Pre rub
Tues
Vied.
t'f df
_
?Uad'
_ ..e.i
5
a,
P�
�t-'ction
N 04, 1 C E
OF
ADDITIONS or • •
i • NOT REMOVE
o.0
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be
mode before the job will be accepted
,• 4777,r,c-
It is unlawful for any Carpenter. Conrroctor. Budder, or other persons, to
cover or cause to be covered. any part of the work with flooring, loth, earth
or other material, until the prope• inspector has had ample time to approve
the installation.
After additions or corrections have been made, u &-7 �CBuildiny
Departnont for an inspection. Field Inspectors are in the office from
to pox 4 Monday through Fnd•y.
#{ ` CITY OF
4&a A -49&
Office of Building Official
REQUEST FOR INSPECTION
/
Date _ Permit No�k�T/
Time -' ,A�..�
�` �
Received � �� Pt M i�
Job Address Locality
Owner's
Name
�'_' C�� � _�—_ Contractor
Bt�iLl�X CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing Footing - Rough Wiring Rough E Air Cond. &
Re Roofing — Sfab -. Temp Pole Top Out L;. Heating
Insulae or, Lintel Final Sewer = Fire Place
Pre Fab
READY FOR INSPECTION
A.M.
Mon. Tues. Wed. Th Friday P.M.
A.M'.
Inspection
1 _ Fina!Inspection
Certificate of Occupancy i__
Date _-- —--
TRANSMITTAL DOCUMENT FOR JEA
DATE:
The following permits have passed "rough" inspection:
Permit No. Address
Rnck ssedresaacox==xgixlmo xmnpdxmxa6cxbkox paocmmL,tm. Please update
your records accordingly.
Thpnk yoi,
BUILDI GLERK
CITY OF ATLANTIC BEACH
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Puo�J\d tiJ f� '�a12a
0 ® }o--16�69 3:
3
',PSF-3W
DEPARTMENT OF OWLDING it
° CITY OF ATLANTIC BEACH
PERMITINPORMATIOR '� �._ �. . _�. . _� � LOCATION ° NFORMATTON ---�
P MIt Number;. 9 :44 Addr���: 1668 LI-NXSIDE COURT NORTH__
krmi t' Type, MECHAN I CAL ATLA TIC 'BEACH, FLORIDA
ctAss OfWcr#s. IV�N � �__.� :_ � LEGAL DESCRIPTION -_�-_
TY e: WOOD FRAME Lot „ . 127 tl oc'k� , Sect i on: ��
Pr �� d ti e SINGE P'A1 ILY Township: . RNG: 0
C
L* e ri I der Q. Subdivisions SELVA: LINKSIDE ", 2
Eot- mated Value-. 0 . t
I>r�pr v, Cost : SCIx09
Total Pees : ' �$47 .00
'Amount d� $47 .00 i
Lia ?/94
:work D TRAL HEAT AND AIR. IN, NEW SIPTC3L>I T`AMILY FtESII? I+iCE
R1 ATIOPI
" aYCie. TATE . ,"" '? :� ''' ` {
Add" COURT NORTH � NATER IMPACT FEE $0,. 00
: : Al"_.
'FLORIDA �� 2, 3 S IMPAC � FEE 0 t� 04
41
so
Ay R
i O Nr0RM_AT`I N -------- ADOPT Cis � 0 .X30
Rami►: D 'T"" A.IRk. CAPITA IMP*OVE .0
1 ` . xrsAMM 5 � ... _. .c�
� �
7 CROSS ONN OT I V
$0 .00
CA,C Typee., O SE N IMPACT P $0,00'
TM tONST uTaI S` .ISO
� ATL > e �
� i "^*u"maf&aavn6.zsro. ,cmur o w+van re =muc, x�cm xv , n t'x�P, a ,e
6
6T •'"
C�
kL
k
NOTICE ALL-CONCRETE 1 Of*SAND FOOTING$MUST BE iNSrREC TES @.EFORE POURING
17 7
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
B IL6iNG MATERIAL,RUBBISH AND DEBRIS FROM THIS,WORK MUS*NOT.BE PLACED"IN{PUBLIC SPACE,AND MUST B£
Ct.EA 1ED UPAND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
u.
#FAIL.URE"TQ COMPLY WITH THE MECHANICS' LIEN'LA A►1N IAN RESULT IN'',/
TIS# P3PERTY t�WNER PAYING TVIfICE RSR BUtL[ INCiNi�'I~iC?10E1lEN't`$.",�
� 1
ISSUED ACCORDING TO AIOPROVIt Q PLANS WHICH ARE PART OF THIS"PERMIT`AND SUBJECT, TCS`,t 1tC�CATtQ�1;
" VIOI ATION OF�API LICASLt PRQVtSIC),N$OF"LAW.
40Q�MDt10D,- T,
ATS # 'SUILDiNG DB ARTMENT Ifaites: f 7794 ��
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC O[ACH, FLORIDA 71233
APPLICATION FOR MECHANICAL.- PERMIT -IN NUMBER
IMPORTANT — Applicant to complete all items in sections I, 11..111, and IV,
l.
LOCATION Street Address: 16 8 LINKSInR COURT NORTH
OF (ntertacliny Streets: 961.4001 INT. 95 And $AYMEADOWS ROAD
BUILDING
Sub•djritio01�S t�.� .�— --
II. IDENTIFICATION — To be completed by all applicants
In consderaKon of permit given lot doinq the Work as described in the abc.e statement we he'sby aq'eo to po-►coon %4;d .o-s a:::•zs•:r
.ith the 4ttschjd plan% and specifications which are a part hereof and in accordance with the C;11 of Jackso-.Xs wda,ces a-j
of good practice listed therein.
Name eI Mochanical Contractor
Coatroctw (►Tint) Mellor 262
Naree of
hoporty owner 3
S4,%&turo eI O+nor Signatwe e)
w AOthoriud Agent CENTEX HOMES Architect or Engineer
Ill. G-WI RAL INFORMATION
A• Type of 16e4tinq fuel• e'
u �� IS OTN[R CONSTRUCTION ICING VON[ON
tric THIS BUILDING OR SITE 1 YES
IQ Gat—❑ LT ❑ Natural Q Control Utility
If YES, GIVE NUtAGER Of CONSTRUCTION 8869
❑ Oi PERMIT
Q Othw -- Specify
IV. IsIVCH LAICAL EQUIPL46NI TO RE INSTAG1.Efi NATURE OF WORK
(Provide complete list o1 compoweals on bacli of this form) Residential or ( I Commercial
J�Hoal Q Space ❑ Recessed �enhel 0 F6w New Building
!lir Coadrlioai01q: ❑ Roost *-Coalrel ❑ Existing Building
: ►Aaferiat TIJc1 ❑ Replacement of existing system
Idosimum capacity f�jl Cfm.
*—New Installation(No system previously installed)
❑ 1Lefrig0nf'aa Cl Extension or add-on to existing system
❑ Other — Specify
❑ Cooli.q loved: Capacity p.p.01t.
Q fuo tpnnUon: Numbor of head --
❑ Eievelw O I.lealih ❑ Esulelor (swmberJ
THIS SPACE FOR OffICE USi ONLY
❑ Gatoxae pampa Inumberj (Rec0"41
j]
TajAL Remark
❑ lFii coateiaen I*vmberj
❑ UQFARW peeuw•e www
❑ &sawn Permit Approved by Dam
❑ QI4_ — Specify Parmil Fre
LIST ALL EQUIPMENT
ABL CONDITIONING AND REFRIGERATION EQUIPMENT Ca�ati
?lumber Unita Dwrlption Ho&l Number MAnUfactuner (_I � )Y ApDto�'�i
COND TWR 2 io
a
CITY OF ATLANTIC BEACH, FLORIDA
a A ,
APPrOwdby APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_,.._..,`
IMPORTANT NOTICE:
IN CONilDERATION 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 BEACH ORDINANCES.
oem LL2:k1g- Vat�, /e-17-
ELECT ICAL FIRM: MASTEWELECTRICIAN U
NAME.. ,�ADDRESS:,/AI/ /Ill 'fQ`E RFD-SOX-
BLDG.
FD SOXBLDG.SIZE BETWEEN:
RES.f APT.( ) COMM.( I PUBLIC.( ) INDUS.1 1 NEW OLD I 1 REW.( )
ADDITION( ) TRAILER( i TEMP.( ) SIGNS I ) SO.FT.
SERVICE: NEW INCREASE( 1 REPAIR( 1 FEE
CONDUCTOR SIZE '�1� AMPS J� COPPERf I ALUM
MfflTCjj OR BREAKER AMPS P W VO
EXIST.SERV.SIZE AMPS PH I. W VOLT RACEWAY
FEEDERS NO. SIZE NO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
O.s0 AMPS. 31.100 AMPS.
SWITCHES
INCANDESCENT _
FLUORESCENT&M.V.
FIXED O.f00 AMPS. OV[R
APPLIANCES BELL TRANSF.
AIR N.P.RATING N.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
0.1 OVER
MOTORS H.P. VOLTAGE PHS NO. 1II.P. VOLTAGE PHS
O
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-53
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4 s
CITY OF
4&40d.4c 13
Office of Building Official
REQUEST FOR INSE ION Sr 6
Date _ Permit No.
Time A.M.
Received /•/� / P. �. 0-;/--
,
Job Addr � Locality
Owner's
Name _ J Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING h ECHIANICAL
Framing Footing Rough Wiring CRough Air Cord. &
Re Roofing _ Slab Temp Pole _. Top Out - Heating
Insulation ❑ Lintel Final ❑ Sewer Fire Place -_
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. Th Friday P
A.M.
Inspection Made ��. _P.M.
inspector' Final Inspection O
Certificate of Occupancy
Date
Y
897
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH
� T �N�ORHA ION --
PERMIT NP - A�
P m t TYpe: �'LUMBINO 819 9? Addre'sa'. : 166$ LINKSIDE COURT NO TH
ATLAINT I EAOH . LIR DA
NEW _ _ --� LEGAL DESCRIPTION
't7r I`YP; a WOOD FRAM Lot ' 12,7 Block:�� Section,
PrPeed Use, SINGLEFA ILY Tiax h RNt ,
. A 1 Code : A.;ubdivisio , ETNLZNRSIDE #
"Imp, rov. Cost :
'Total s
Da
ME IN NEN' SINGLE FAf4ILY RESTDZNCE
7 �
APPLICATION FEES
KATION
PRPJ41 ' ar
RT
E I DE COURTNO
" � �
[2 p PLOR X.r Ae f x ","nP' ,• ¢`�sg§w"14 '. P '¢ '�^"`
RADON GAS.-R'.R< . � ?
" T T 1FORHAT ON - RADON CAE % kD�3
» N = ON RI PLUMP I CAP T`x"AL IMPROVE, $O .t3 D
auAVE. 'TAP . + �
. JA 'Tt ELLE, _ 1 ' CROSS ONNETIN
'Type, 4 SEC4 H IKRA"*C FEE Q.0 0
$
CONST .' 1�ROI .POE
f
NOTES.
NOTICE}-ALL CONCRETE FOAMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
. , BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST,NOT BE PLACED IN PUBLIC SPACE,AND MUST BE
fo CLEARED UP AND HAULED AWAY BY EITHERCONTRACTOR OR OWNER
V�1TW �t�
f�F #IU�RE TO C�rnnP�.�r
T ECHANICS' LIEN LAW CAN RESULT IN
THE f�Rt I E 'T�f'C WIwfE PAIf#NGi TWICE FOR UIL.DING4MPROVE�IIENTS."
i35U D ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR
V100krION OF APPLICABLE PROVISIONS OF LAW.
{Xat. 14
�
Al"ANT IC B ACH BUILDING D M me; 01 Ii,'PU 001711,
6
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
_::_/ �i�/ Vde, �/ /�
J O B LOCATION: /( /�� I
r /
PLUMBING CONTRACTOR:_ �,1V _�/_° _________.
-- --E�7---------------------
T-. ., `- UA
LICENSE NUMBERS:_________ ____
owxER:________
------- ----- - ---- 7,�Y -----------------------------
--
BUILDING CONTRACTOR: - -----D
TYPE OF BUILDING: _���C. fw
SINKS
_____ __SHOWERS
_
LAVATORY ____ WATER HEATERS
2
____ ___BATH TUBS __ __TDISHWASHERS
URINALS DISPOSALS
----- - ----------
CLOSETS WASHING MACHINE
---------- ----------
FLOOR DRAINS OTHER
TOTAL FIXTURE COUNT
----p- ------------------------- - --
-----------------------
INSTALLATION OF PLUMBING AND FIXTURES •MUST Bi 'IN ACCORDANCE WITH THE MOST
RECENT EDITION OF THE SOUTHERN STANDARD PLUMHBING CODE.
r
r � _
—/71e= 37 0•) awe a —ry(o,nt> / G
I —/7 5t' s7r-0') rG chi q
1 12rr 2xt- r3-,2iA��
bET"AIL
Ln
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;
IE,$7r-Oi
V)
EA/(5 V,, O267IOT
i l {21tO. CGkv.w. _
!. Do not cut or eller Losses
RUE TFy.h7 rahatt rriY,:n C:rnisicrt
HANGER'S iron True Tms.
L Trusses will be built in
T� 2 X 6-8
strict acccrLexe w.Ti bis
t =o Locut
I Em _A, r i Z X 18 Approved Bg ..............
EA zr N G Y-4 i c+. 4X 18 Date:
CUSTOMER- ';F T� D_M E5
J08 NAME '390.5...b .-;L'-' Ems,Ki
I µ uttPtD tM1 Y�.+w tr
2j,-O _-.. ....''fir•-,...-i`, ri.:'x- :.•... .. •. -
S-- RUE TRUSS 641-0166
F _FRAMfI�G PLAl�2. _ 08'NUMSER• EL� T.IDLJ
zr
-/7 to 3 -o'> P?a c -1 03 .a i
' I
I _ 5d s7 r-D)
T-1 5EA37r-0* PEG
a ° RrX F aH bE TA I L
�0
In — It ?d- N-i• SPCC- - -- , _
\9
_ r
5 K io ::cv^.1 �• j.
-
i
L Do not c•-t or Ener t.v<ses
HANGER'S TrLs s A l to
T-G i. Z irtnses n�i;l Ce Scat in
2 XX 6-8 striC,xeeedxxt nit) L1 s
2 X 18 LycL-L
ApproytJ Br ..............
EA v N G T 4 I 4 X 18 Dxte ....................
CUSTOM ERZ F- "CES �D_M ES
JOB NAME
.q`ILc conn,., hi
RUE TRUSS 641.0766
OB-NUMBER- ELEV TlDq 3
08-05-1993 S T Z E ANA L Y S T S Page 1 of 1
11:07:13 TRUS JOIST MacMILLAN (HAST siz-S1001)
MARK fl. ROSE (S010D)
Project Name: CENTEX HOMES - PLAN 13705 A & B Page Title: GARAGE DOOR HEADER
---------- TJSizing"' v3.40 ---- Building Code HER ---------- Type of Sale Distribution ----- 1193040417 ----------
Application: Deflection Criteria (MR) Member Use............... HEADER
Roof (non-snow load, LDL) LL Defl TL Defl Member Top Slopefin/ft)... 0.000
Stress Level............... 1338 Span 1 L/240 L/180 Roof Slope(in/ft)......... 6.000
Live Load(psf)............. 30.0 Floor Decking............... N/A
Dead Load(psf)............. 17.0 Repetitive Member Use....... N/A
Partition Load(psf)......... 0.0 Reinforced Overhangs........ N/A
SPECIAL LOADS: Live Load Stress Dead Load Width Starting Point to End Add/Reel
1 UNIF(plf) 350 1338 220 111- 0.00' S'- 6.00' from Lt Repl
2 TRIAN(plf) 0/ 120 1338 0/ 75 51- 6.00' 0'- 0.00' from Lt Repl
3 CONC(lb) 1750 1338 1110 5'- 6.00' from Lt Add
16 TJI ('"/96 JOIST
6.00'
----------------------------------------------- S I z E A N A L Y S I S ----------------------------------------------
IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). Allowable
product values shown are in accordance with current TJM materials and code accepted design values. The specific product
application, input design loads and stated dimensions have been provided by others, have not been checked for
conformance with the design drawings of the building, and have not been reviewed by TJM Engineering.
Design assumes adequate continuous support of the joist compression flange.
Web stiffeners are required at bearing 1, 2; and special load 3
Maximum Design Allowable Control
Shear(lb) 5253 5253 < 5985 1148 RIGHT end Span 1 under 1338 stress TOTAL Load
Moment(ft-lb) 24201 24201 < 26215 1088 MID Span 1 under 1338 stress TOTAL Load
Live Defl.(in) 0.595 < 0.825 L/333 MID Span 1 under Live Load criteria
Total Defl.(in) 0.971 < 1.100 L/204 HID Span 1 under Total Load criteria
Span I
Mai. Reaction Total(lb) 4414 5253
Live(lb) 2707 3223
Assumed Brg. Length(in) 3.00 3.00
Mai. Unbraced Length(in) 48
Copyright (" 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho.
rat(" is a registered trademark of Trus Joist MacMillan.
TJSizing'" is a trademark of Trus Joist MacMillan.
r
SS specifI
e specittcattons are
Seal is
ve. Yhe$ whose ent of
roject named ofesslonal Engineer artm
ons for the p ole of the P aleSoil
�lortda hep
ectticatl onslble Chari 0i and R
a list ort truss
under the r statute Chap
beiow are rdanCe with r-lorlda
ambers Itste and have been r p
`then with o
here ex sheet In ac 21H-23.
attached this Ind Chapter
attlxed51ona1 Regulation
profes
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131 1 of
of 2 14 1 2
131 0 2
ST
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1) LlidEi SHAH U OF TAE SPECIFIED MINIMA WAOCS, a 1:044CYGO PLATE$SHALL 6E jHSTALLEO SYtwCETRIC/A.LY ON S) SNIT"SIGN IS APPLICABLE TO WORTER SPY{tPL*SLS OF 131 y INDICATES LATEML WACI,+O wENOEM tITI MI4.1
SPECf ES, 40 tui jMAA 40j3tURE CONIENf, OR SUCH THAT THC.AOINT, IDENTICAL LOAOINO ANO COWIGURATION. 14) INSTALLATION APO ERCCTION OF 11E I"S. PERHAIENI, A,o
IS OF NIG cp AI.LOMA&C STRESS YALt". ALL YALUCS USCG 41 TOP CHp10 SPLICIES APL NOT RCC06440"O TO OC" 80) THE tOP GLOM SHALL 69 LA4EN4LLY WAOEO EITHER NY 3/6' 1iHP(YtARY BRACING L,O.LO 44 DOE IN ACCOHOAKC Yjt„
FM"%ISM APE CASCO 014 IHC LATCSt EDITION OF TK UA- DIPECTLY ASOYE A WTTOM t7,ORD EPLICE, jNiN.) SKATNINO W O W-
GNACINbwepL WACLO AI 3'-0'D.C. CUPW,L
NENt IPI 6AAC04 ANO ERECTION FTCATjO�A,
TIONAL OCSIGC STPOAROS P OLIWO NY TK NATIONAL 71 Y-7000 APPPOYAL MAAIM LMC E3AX F7µTO 7014, UCP WAIL.). IN THIS TICSICN CWIOta6 10 CUPACMt IPI OC$IGN SPLCjFl".
FOACS?P40OWTS ASSOCIATION. 7232. SOCA FILE WIN III THE SDTTIIM CHOFV iNNALL TE LA7EAALLY BRACCO EITIER!Y TIONS FOR NETAL PLATE CONBECIEO WOO 7AL4XS AND
71 THIS OE37G4 IS IASEQ ON CLARY CONNECTOR PLATES ONLY. S) /NIS IRV"HAS YEEX OESISHEO FON T/E LOADING SHOW 1/7•YAIM.1 CAYXALL 10*RACING MENDERS SPACED At 80'•0' OLU417V STANDARDS FOR TRAMS.
31 COr 4CTOP PLATE$SIZES ARE BASED ON AXIAL FORCES PLY, 04 THIS DRAXIM), IM3TALLA7ION 00 USE SHALL C04FORM O.0 S".). 16) NO 4ENGEA OF THE IAL4S WY SE OUT OR HYDIF Ito Iw _Y 441.
41 COJACIOA PLATE SIZE3 AAE B)YEX GO DEO. AVIS SY•CEO. YIIH THIS DESIGN. 12) ® INDICATES SEWING LOCATIDN.
"IS tvCP. BY WPIZ I.
=Odd Web Length Maximum deflection occurred at bottom joint 1'5, -CONFIGURATION C LOADING SPECIFIED BY FABAICATOR,
-Plata turned 90 deg. Haxlmum Live Load Deflection of .190, Indexw,335, (L/1072) -PLATE TOOTH VALUE REDUCED BY 15%.
P=Typical Panel Maximum Total Load Deflection of ,261% Index»,307, (L1781) -HORIZ. STRON68ACKS PER PCT-80 SECTION BOO REO,
Total quantity of trusses » 1
110
i L
In In In to a jn In
14'
T_
to M m r1 LPIv m
1
A=1016 m R=101b
(3.51 73.5)
10
TP»2s,
PL
HIS TRUSS ANALYZED KITH PPSA3
ORCES (Left-to Right)
OP -1275 -2950 -3850 -4033 -3489 -2209 0
ESS -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 01Y1S1On of I PLATE TYPE; o.C. SPACING LOADING (PSF) TC LUMBER2-4x2 •2 05 SP DESCRIPTION 16'11-3l4P GARAGE HEADER X
ALPINE EMINEERED PRODUCTS Inc Y-2000 2-0-0 40
1601 3, GREAT SOUTHWEST PKWY, 5.0 LL TCiO ac LUMBER 14X2 112 De SP ENO, FOIL E 8
GAANO PRAIRIE, Tx 75051 OL TC 0 TRUE TRUSS INC, ENO
Program
"41 660-9944 PLATE AREA: ___ -I_=770970 t, eC WEBS 4X2 e3 SP
941%%4 :! 33% OL PROJECT; 14ASTER DAI% OCT 1992 SC
IlLVNBER SHALL U OF THE SPECIFIED WIHIIAAN GRADES. 6) CONNECTOR PLATES-hill " INSTALLED SYwEIRICALLY W 41 THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF 13) INDICATES LATERAL &RACING MENBLR (114 Niw.l
SPEC IS. "WAXINAAN MOISTWE CONTENT, OR SUCH THAT THE JOINT, IDENTICAL LOADING AND COFIOUAATIW. 141 IKSTALLA71W AND ERECTION OF 114 1NWSS. PEPUW(wl, ATO
11 of HINLP ALLOWA6LE 61ACSS YALUCS. ALL VALUES USCO 6) TOP CMM SPLICLS APL NOT PECOHHENDED TO OCCtp 10) I'd TOA CHOW SHALL K LATEPALLV WACEO CITreA BY 3/1- TEwONAAY 6AACINO &1,"0 61 0*9 IN ACCONOANa WITH
NOR 01 SI CNAAE BASSO W TileLATEST COITION OF Tit HA- DIRECTLY ASOVC A BOTTOM CKW SPLICE. WIN.) 4iATH1N0 OA WACINNG MEMBERS SPACED AT 3'-0' O.C. CURPEHI TPI GRACING YC EACCTION PLBLICATIO'If
TIUUL OEsI ON ST ANOWOI Pt*LIDLO BY Ire NATIONAL 71 V•2000 APPROVAL ISAWAL IAC BMS. INA TCB BONA. tPA
iCC WAX.). 161 THIS OCSSON CDWDAHE 10 CIIMI TPI M1164 WiCIFIC1-
FOnE3T PNOOWis ASSOCIATION. 1781, BOCA FILE 66-Its 111 T11E BOTTOM CHORD SHALL SIC LAIEAALIV$RACED EITHER BY TIONNI FDA METAL PLATE CpAkCIIO 6(00 IkASEI ANO
11 THIS DESIGN IS BASED ON CLARY CCNECIOA PLATE$ONLY, 81 THIS TRUSS HAS BEIM DESIGNED FOR THE LOAOINI LOW SWINISH.) DRYWALL DA WACINO HEWERS SPACES)AT 10'-0' DUALITY STANDARDS FOR TALIUS.
3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FOACES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM O.0 WAX.)• 161 No MEMBER OF THE 1RUBS MAY ME CUT OR MCOIFIEO IN ANN 11AY,
Al C1JECTOA PLATE SIZES ARE GIVEN BO DEB. AXIS IV 0 DEC. WITH THIS DESIGN tT) ® 11401CATES GEARING LOCATION,
Axis (YEA. GY rOP1Z 1.
-Odd web Length Maximum deflection occurred 6.72' from the left end of bottom panel #4. -CONFIGURATION 6 LOADING SPECIFIED 6Y FABRICATOR,
-Plate turned 90 deg. Maximum Live Load Deflection of ,234', Index-,414, (L/B73) -PLATE TOOTH VALUE REDUCED BY 15%.
P-Typical Panel Maximum Total Load Deflection of ,322', Index-,379, (L/633) -HORIZ. STRONGBACKS PER PCT-60 SECTION 600 RPO.
Total quantity of trusses - i
Cr) 17
PLF
U7 ID to X 9 X x to to U7 to x
to X
X x x x x x x x x x x
w N In N In N In N to N to N HD
14'
rn n to tD n rn
X x x x x x
In ID In In In In SO to
R-1568 In In R•1568
13.51 (3.5)
36- 12
TP-31
PL
HIS TRUSS ANALYZED WITH PPSA3
ORCES (Left to Right)
OP -2280-_-2280 -5182 -5382 -6637 -6617 -5617 -6617 -5182 -5182 -2280 -2280
EBS -1533 2553 -249 -1975 1529 -219 -1088 545 -239 -218 -218 -219 645 -1088 -219 1529 -1975 , -249 2553 -1533
OT 0 3915 6083 5798 6083 3916 0
CLARY A Division of PLATE TYPE: O.C. SPAC3N0 LOADING (PST) IC LUNGER DESCRIPTION 17
ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 40 2-4x2, t12 Os SP 16'11-3/4' GARAGE HEADER A
1601 S. GREAT SOUTHWEST PKWY, () LL TCJO eC LUNeER2-4X2 #2 DS SP ENO, FOR: ETeY,'GRAND PRAIRIE. Tx 75053 DL Tc 0 TRUE TRUSS INC. SOURCE Program
1214) 5a0-3e•o1p�
LL �S_C_ �j WEDS 4x2 03 SP
--» .. 33Y IDL ;.k4 I PAD.XCT: MASTER - GAT% OCT 1992 5c 1h
TRUSS SPECIFICATIONS
FOR
CENTEX 3705 B & D
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 NUMBER DATE
14957 1019 REV1 5-1-1993
14957 2019 REV1 5-1-1993
14957 3of19 REV1 5-1-1993
14957 4019 REV1 5-1-1993
14957 5019 REV1 5-1-1993
14957 60f19 REV1 5-1-1993
14957 7019 REV1 5-1-1993
14957 8of19 REV1 5-1-1993
14957 9019 REV1 5-1-1993
14957 10019 REV1 5-1-1993
'14957 11019 REV1 5-1-1993
14957 12019 REV1 5-1-1993
14957 13of19 REV1 5-1-1993
14957 14019 REV1 5-1-1993
14957 15019 REV1 5-1-1993 ``tttNuun!!►rt�rr�lJ
14957 16019 REV1 5-1-1993
14957 17019 REV1 5-1-1993 ��� 'r •y� J�/f
14957 18019 REV1 5-1-1993 �`• y�
14957 19019 REV1 5-1-1993
E TEX 3705.6Ebb
•f��ktttuutitttt��
a: r : _ _ r F:'. ,1..'•._+ ' :• •+: .:1-'FS ' •.l ..i ,. L ••F _.. .1 I,. _t 1. 1E W. rr.t' :+f'f+S -S';'.+r+fC r0 PC'C']II r IIJIN)'.1'JL' 13' IIIU I'nIES L-TEPcl 2-t'Ir] ....
- - HE unE-•
:IFS Sy 1 •G.51 Jr,F r i 5 :.. IH-1 E .')1111 f:r.-t'Er, D' E11I.En 7/P' .1+110 OL IW)-)n SHE ATrI IIv112- - -
In, 111.'.TRLL RIIS <,:[�Ec E�=1fEll S rAE PJ55 E'�
IS' 1 -1 L.]"RP.E SI'E'•5 "L'.FS. -LL LUES i1'.�D 5. I r /PC SPLPE, -HE 11x+1 Hf-Hf,[ IU '.... n+I 11• rl.1 -LL On Pn;.'_3 (. 1+FHDCH, Sn-,ED 1C•' o c IHR/. IE FrnCP Ru+ a-Cf11G .
' SHUJLG BErOp1E {I RC_:.
iF'Jn DESI SI`-HE P.R1E0 OH 1,.E L-TEii EDI11 01+ ,r 1nf 11A GIF+E':TL+ -BO/E e coir + :'HO F, 511.1.E ..111 C'.5 HOIE0 SIr+E PwiiF '_11PPEI+T TP1 BPA!IHS A,,r E—TISII P'JBLICArI ' y•1.
r 10111L CESI-11 51-111-P05 "Ift IS•,EO D. rr,F r1ArIN111, r 2:70 RPPPU/R� Ir..BE PS: '.ec 7312, F++- 1r'5 2011 ,'21% 11 /LL CC•HPPFSSI',;11 rnSHG HEI4PEPS ASSUMED 10 HE CGI1T IIrJO'JSL+151 THIS rESIGN CODFOPHS T7 :•JPPEIII TPI OE SI SD 5rE.I11=A-
FORE5r rcO7,,+C TS X55 IA1 JO" 7251, e0.R FILE 9-125 %1110%EITr+EP ?/e" M,'I.! PL/HOOD SHE AIH IIIG. 1/2' '1 0415
F00 METAL PLATE C01"HECTEG kOOO TPUSSES -1,
21 TH15 DESI C,I IS 2RSED OH :.L<P+ CU1n:cCTOP nLArES G11L+. el THIS IS iP•J55 HRS eEE11 GESIGIIED ECA THE LGRO H IG S•10 w11 +u III.1 OP/w RLL OF+ BPRCIIIG MEMBERS SPACED </ 16' o c. OURL I Tr STLHOA O5 FGP TPUSSES.
3' -01u1ECTSP PLA
FES i1 ZES RPE BASEL Or+ Ayl:l FORCES 7r lL-+. G11 THIS DP cw 711G. I115TRLLATISH HHC USE SHRLL `_C+Ic-.PH n4a/!. UI+LESS VOTED OrHEPWISE, 16! 110 uEMBEP THE rP'JSS MA+ BE CVT OP++GG IF TEO =•1' H
+'
C0111)EC'C•P CLI TE SIZES RPE CALLEO•7'JT wIr H ;R CROSS SLOTS: wI TH THIS 0E S1'+1 11:: I1MICATE5 OEAPIHC,L'JCATIGII 17! SPECIAL HANOL1110 CAPE SHOULD BE TAkEU rVQI11;
e/ LE I+GT- 1.LOr, SL:r S:• a+:[. r.,E DnTErITArIp+('.F Tr.E 7 Tn 15 DESTCn1 15 APPLICADLE TO S110PTEP SPR11 In'J)WS OF SPECT 1014 OF TPUSSES SEE HIB-91 FOR PECGHHE110ATIO1IS
---S1L�5lLL=.Sn l�r.,C_o LCc ilorl_r1�ir,C PL AfE_L PIC.ir,_--..It'•En IJtIJ.�.4',o n:_J.ur c.Piir1m!P1.r.i Gli_---
-C GNFIGI.IPA11 Grl '-Anno LORGIIIG SPECIFIED B+ FABRICr.t UR --1
-REPETITIVE MEMBER STRESSES HOT USED.
-AGOITIC#IAL PLATING FOR HArIDLING TPUSSES 15 RE5PUISIBILIT( OF FREPICRrclu
4-0-0 1 4-0-0
May Height 3-4-3
I 74 PLF
4A-0
12 D Y 12 1481
4221
1371 137#
m
'j�A 3X4
^) 371 3131 371
T T
5421 542#
r' (3.5121% 13.5121%
v
i I i
20 PLF
/
.4A-0
m D X m 2391
fV N
Forces(L-P)
4-0-0 1 4-0-0 D BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 mph
e-o-o MEAN ROOF HEIGHT: 13'
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 2 04- # AT EACH SUPPORT,
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: i Truss designed to support 4-0-0 jack system with Outrigger
Maximum deflection occurred at bottom joint 112.
Maximum Live Load Deflection of 0' (0/16), Index-.026, (L/13714)
Maximum Total Load Deflection of 0' (0/16), Index-.028, (L/0)
i
REV 5-1-93 (WIND)
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 8'0" STH-4 T-1 /) (�
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS
1Bo1 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993
GRAND PRAIRIE. Tx 75051 7'0 OL TC 7 2X4 #2 N SP
(214) 660-3940 L N L LL BC 0
WEBS LAYOUT I0: I
152 3333 OL BC 10 2X4 i3 SP ADDRESS: SCALE:
.
MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED
IL_PIRED c_ __L ?E OF _ ECIF IEC .11NI14,1-u C _F5. 5 "1:.F_70n PLA"E_ -'-Ll ?E PIS','.LLEO _ 1141-1-�LL' 011 1'J: ALL IE 51.111 CHOn0 +Eu0En5 ,5.11+EG 10 BEICSNTINUO'J5L1 13 -I-'' 111010-IES IATEPAL BnACING HEHaEn 1.
SFE=1E5 HAr10 „'„a 5r'J�E CO'"Elli a 5_r-H rHAr. THE �J Ir1r GoACEO B+ EITHEn 3/e" :u 71r' °L 1W700 SHEaTutllO,_ 1/2" IA' I115TALLATIWI ANG E�ECT1011 5c THE Tc•JSS, FE---El
IS ':F n1 HEP -'LL ABL ESS '/-L'IES. All /=LUES 'JSEO G 15P 5nCP0 5PLICES APE 1101 PE C.,HI nE 110EC tL �,r•,m (1411I� OP+HALL 0P bP aC IN!: HE 148E PS SPACED 1r' o c INA/�. IEHPCFtP+ BPACIIIS SnG'JLO BE GONE IN nCCCFCAr1[E 11 IH
FTP CE 51 Glr tPE eASEo DN THE TEST E017I JN 5F THE IIA- GI PESTI+ ABO'/E A COtI,I. _n OPG ScIICE. _n 1L ESS VOTED OTHERWISE C'JPPEII1 TPI BPAO INS x110 EPECT7 WI n•,1BL ICArl:rl5.
TIOIIAL CE51J11 STaNGAP05 P•JBLIYEO B+ THE Nprl011AI 7, /-2.70 APPP7'/<L N_u+BE HS. :'BC 2302. EHt T_B 2710, SCC'_ I1: ALL COI+PPE SSION Cr1 CPG uEr+BE RS A55'JUEG 77 BE C51+i IIrJo'JSL n51 THIS GESIGAI CW+F OPuS i5 O'JPPEN7 iP[ OESI Grr SPE=;FICA-
FOPEST PCOG'JCTS A55JC[Ar10N 7251. eo--A FILE BG-125 ePaCE0 B'+EI THElt ?/B" '14111,! PLY OGD SHEATHING. 1/2' IT 5"S FOP HETAL RATE CCanECTEG YOGA 7PUSSEs Arlo
21 THI5 DESIGN IS BASED ON CLAP' CWINEC7DD PLATES GNL+ BI THI5 TP'JSS HAS BEEN DE5IGIED F� THE LGAOIIIG SHOWN :NIN.I DPINALL OP BPAC111G HEHBEPS SPACED AT 16' o c OUXIIT/ ST411DADDS FOP TOU5SE5.
3! DOI AIE CT C.P PL nTES SIZES APE BA5EG ON A/IAL FOP CES ONL1. 71 THIS DPAWIIIG. TIISTALLAT1311 ANO USE SNAIL --CIICpnr+ CIAJ!, UNLESS NOTED OTHEPWI5E. IG! n0 uENeEP OF THE TP'JSS HA1 BE CUT DP 110GIFIE0 ;11 --141
•.I
A! CDr A IEC TGP PLATE SIZES SA CALLED •7L4 WIDTH ;ACROSS SLOTS WITH THIS DESIC 12; ® 111OICArES BEAQ1113 LDCATION 17! SPECIAL HAFIOLINO CA of SHOULD BE LIAEN GVnING S�IPPINp A _'
B'1 LE11GTn IALONG SLOTS:• ANC. THE JPIENTATIO1+GF THE 9� TnI5 DESIGN IS APPLICABLE TO 5nOPTEP SP All TP'JSSE5 OF ERECT I WI OF TP',JSSES SEE HIB-9/ FOP PECCHHE110ATIDNS ^�
E CALL 7')1 IS THE DIPECTI^N OF THE PLATE LENGTH. IDENTICAL L0;•DIIiO ANG CONF iG_IPpTIGN.
-COIIFIGURATIGII ANG LOAOIIT SPECIFIED 8+ FABRICATOR 1
' -REPETITIVE 14EHBEP STRESSES NOT USED.
-ADDITIDtIAL PLATING FOR HANOLUIG TRUSSES IS RESPOtISIBILIT/ OF FA9P(CAT3P.
5-0-0
Naz Height, 2-10-3
i
74 PLF
m
x
N
12 163+
6
1630
ITT
r
0
Iv 26111 3691r
T -T-
A24#
42411 53311
(3.5112% (3.5115%
20 PLF
=I 1 3- -0
5420
Forcis(L-P)
ITT
3x4 N BUILDING TYPE: Enclosed Residential
ID CODE: Standard Building Code (SBCCI 1991)
5-0-o
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
5-0-0 UPLIFT CONNECTION REQUIRED: O it AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 2 Special Loading; Refer to Loading Diagram
Mid panel point deflection .1387
CLARY DIVISION PLATE TYPEO.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 5'0" MONO GIRO T-2
: 4WG1� 71
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS
1801 s. GSw PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993
GRAND PRAIRIE. Tx 75051 7'0 OL TC 7 1,
(214) 660-3940 L LL BC 0 WEBS 2X6 ill DS SP LAYOUT I0: F
48 OL SC f0 2X4 03 SP ADDRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAI 47 -- .e- ,1— — --,,
3/4 n 1 N
E •.+ ^ -::':.. I'I- :..E.. c••'.I.L T.E ::SI_I.I ID 1 I'::-;I II I.I. I I I, .. C ID PE 1C pll lrllJ0.r5L..• ...13. 101' IF',ttTE AL ew<`Ir IV M -... ___.
ME 1.
.: I. 111' JI EuOE
3ln' 11 rl•NJ]D S11Ealwlllv', I/?' I Ir•;1<Ll cli.:l A'•F E-11`+1 ,r lwE InJ-S. E
I r 1 F^ L Y.E E. =L F:S. alL ES J EO 7 I'' .<C Sat I'ES -E 111, 1'C_',wll 1DEF 11, _ ' Iwlrr ESI tl G 'Iris EI flEHir Sn_rE0 1r o c Iwa/ ICFrr•r�.t,P.B--CIOS Srr ILC BE DOME Irl 1C C
F
CC f' _ E et<EO D" 11.E L-1157 C0111 J11 r 1 E la- CI HE=1l• tB7 tE c OU 11 GH 10pC '_all_E ..I LF45 VVIFO'J Ir1F 1+NI�E CUPnEIII IPl NHA^_II1',, AT1D EPECT 10,1 P'.'BL Ii-II:I`-1
T T✓1tL CCS1,'1 5/--c-05 "JOLTS"ED B• lnE rIA 11 GM AL %+ .-2077 AnnPO;:,L VJMBEP;. _BC 23"2, F,1:. T-B 27in. i,ec'_ II! ALL C:�unn(SSIL'a4 Cn!:n0 MEMBEAS ASS•JUED f0 BE CDIIT I tI'JO'JSL rl 51 T'IS Gf 5l rill COIIFOHHS Try CPPErIi IPI DE51;rI S ECIrICt-
rOnE51 rr.OGVC T5 ISSGC I aT InV 7251. B0 A FILE B6-125 BMACF,C.U, EITHEO a/B" :u11, PL INvGD SHEATHIIIG. 1/2' TI;.MS cGO ME 14L PLATE Cti—ECTEO N000 Tnl'SSES A11G
21 In IS "" 1 IS BA5E0 0'1 'LAO, CC,,IE.,IOP PLATES 01111 PI T 1, IP•J55 wt;REEr1 LEST,-,11E0 IGi 111C LO-01rIG ;110w1 :14111.1 9n'MALL 7P P.PACIMG MEMREPS SPACED AT I6' o gVALITt ST A110AP05 FOP TOUSSES.
3' .7r N1f EI'n rt alf5 51)15 t^f 9a''ED 711 a/IcL F7nEE5 01 IL t. 711 11115 0111M(I Vi Ir15Ta11_A TI,,, .-n 11 F 511/,11 r,Ir nliM :M:./!, 11111 FY, ;171111 7TI1[nN1 SF.. 151 117 uE MREn Dr 111E 10',155 MAI RE CVT Dn r,•J('•Ir1("
.1 .�y n,ECir.n r.La1F SI/E_ acF. CaLLfC 0_IT NIGI11 ;cCnG 55 SLOTS' NI 111 N+I5 OEStr.'I 12; � 11101.1 I ES 11C An iM;'. 1."1CA 11"0 171 SPECIAL HAIX)Ll110 CAPE 511IX1L0 BE TA1(Ell CLI^Irl,; Swlr,rIrI,1+�
I B• LF'17 TH 1a1 C117 SLCI S: ariG Tr.E OnlErliti171!Cr ir'E 9 tw 15 GESI'�II !S apPI IOADLE 17 5n On1EP ;poll Iu•,1SSE5 Or
f�='JIBS T..F Of Tir.r+r,r 1HE PL}iE LE1101H ICEI111CAL L7AOII W' Al1I; COI IF IG:'p}I IGrI 101[7771+ OF iP'J55E5 SEE '.I B-9f f0p pE:.CuMErI;1+tID115
-!'LI IF[GUPAi 1611 41C10AG 1116 SPECIFIED Be FABPICRiOP
-
PEPET ITIVE PEHBEP STPESSES NOT USED.
-AGOITIONAL PLATING FOP HAHOLDIG TPVSSES 15 PESPONSIBILITI OF 146P!CATpn
5-0-0
I
Ha■ Height 2-10-3
I
74 PLF
m
N
12 / 1630
6 _
1631
m
0
i
^I 9051 9051
T
1069# 10690
13.5130% 13.513C%
I 1 410 PLF
11 (
m 1
-9
.9 Forces(L-P)
m
D 47�10 N N BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
_ 5-0-0 WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area p
[ s-o-o UPLIFT CONNECTION REQUIRED: 51 # AT EACH SUPPORT.
1
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 1 Special Loading; Refer to Loading Diagram
Mid panel point deflection .1387
4---REV 5-1-93 (WIND)f4-j-
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 510' MONO GIRD T-2 pwQ.
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS
190, S. GSW PKWY, SC LUMBER PROJECT: CENTEX 3705 8 DATE: 1 Feb 1993 OF
f214) 1
GRAND PRAIRIE. TX 75051 7'0 OL TC 7 2X6 #1 OS SP
1214) 660-3940 L LL BC 0 WEBS LAYOUT ID:
48 33.33 OL Sc f0 2X4 #3 SP ADDRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTFD 3/4 (•
._ •r t. E:,. •:, r.:.:;rti ;I.F.1:;, 1'L"E, 1E .. 1Eu :,1�.. ,' Is .:1.L IE1.;I ,o r .E 1,e.(u w(G In eE1C'3n 11uu2rly 1]' n1D1=tIEs L.IEn_L 2141.1 I "E1•GET. _..
'r
_IES =':G 1:Y us/I+•: +JI,'Jc F. C]!1IE'1I. T 5 •' I++E .�T 111;1 BnACEG F• EIII-+E" J/2" .ul + r'I•NJ]0 SHEAI"1115, 1/p' lA. 111STtLLttIC1I IIIG 1v _TI_ri 011 T"E TPJ55. Et '!"
1 IS �F r.l w�En ALLJN<P.E 5111.E 55 :SLUES. <LL 11L UES•!SEG n I�'.F '_ - SrL ICE; :.nE 1101 FIE' n•I.f.11L,EG 110 "_. n 114!11• 011,NALL v0 6n sCIr1G uE 14PEP5 is ACED f0' o e rue/., rEU OP tP<BPAC 1115 5r.riJLG BE pG11E 111 eC11ORO;1;,-r „
rUP G(51,U saE BtSEG 0" 111.E L>'EST EDIT IJII :.r IrE 1— 0TPECTL' IeU:E a SOITC1+ C"OnG SPLI=E. 'JIILESS H01ED GTr1EBNISE -UPPEIIT TPI BPA_It,5 Al rG EPECI IGr1 P_'BL ICe TI
tl;v l:l DC51:•I1 SrtUC sn GS rJOL 15FED B/ i+•E Ut TID1 AI 71 /-7:00 ArPPO:AL rr-10F.v5. 'JBC 2]n2. Fn:. 1._B �]1.+. '.0�:f 111 ALL COMPRFSSI Gu CUORG uEwPE PS a55'J1+E0 10 BE C01IT I14'JO'JSL x151 to l5 GESIGII COiR DvwS Ti C'JRPEr17 iPl OESIGII SPE'=triCt-
r(xtESr raOG.IC rS sSSG'_Urinu 12". OGCe fCLE PG-125 BaACEO Br EIIrrE- ?/fl" 'N I II.i PL/WOOD SHEIi"ItIG t/2' TIOnS rpv METAL PLtTE Cpr111ECiEG NOLO 70CS5E5 AnG j
21 Tu1S DESIC 1 IS 2A5EO OFF :.L4vr CG1111ECTEv "LSTES v11Lr PI
I.
IS lv'J55.1tS BEEr1 GE SIGrrEp r 1"f. LDAD 111E S"n N11 114111.1 DP+NALL DR BaACIUG MElBEP5 SPACEO LT I6' a C. DUALITI STL110APOS rOu I USSES.
p1E Ct-.c PL tree SIZES L^E BtSEO 11 tYftL r-PEES Or IL•. 011 tw lS po Gxfllr,. 1115TAll nTi;:11 eUG'ISE SUS LI. ,-11'_.1. 'uA/!, 1L 1LE55 110 TEO 0i"EPNI SE. 16! I'D uEHBEv GF T"E Tv'JSS ua/ BE CVT Da 1406 it IEp ! =
C.Tn ECI'e r.L rf 517ES ar.E Cel_EC ]Ji NIGt" 'ICRC;� 51.pTc,. NI r" T11i5 GESI"+1 1/I 11 12: L:J IUDI'ATES BF er!U:,LO:e iIC•U 17! SaE.lel weUDI IUD CavE SwDVIp BE iAN Ell GLRI++;
P+ Lf'"Irl. ILIO :;15 <r1G T..f JPIE,,TAII",+d r11E 9 Ir11S OF51'.Ir IS /.rnl l.'aBLE TO +rl/n tf . . f". 11,11 EnEr 1::n OF 7P'JSSES SEE nT0-91 i0.PEZ!I"E10+T'C 5
IL___SJZE.ALL.Zr 15�S'C_P1 FE'�L;'1 r_.� r'L.LrE LEr�s 111_`--1[.0 Lir ICAL LUAoJ 11;�.1�•Q�._ r,pT Ln. --_-- ------ --------- _-
-CGIIF IGUR4T1611 pTIG L046111G SPECIFIED B+ F48p1CAi0p �I
-REPETITIVE 14EMBEP STRESSES NOT 'JSE D.
-4001 TIOIIAL PLAT IIIG FOR HAIIGL IIIG TRUSSES 15 RE5POI+SIBILI T/ OF fL5PICa10P
-THIS TRUSS IS DESIGNED Ol!L'+ FOP THE LOADS SHO1111, PPOVIS1011 FOP IME
PPE'JEUTI011 OF POI!OIIIG MUST BE 14ADE AND IS 1107 THE PESPO14SIBILIll
OF THE TRUSS F48PICATOP OR CLARI.
RUN 5-0-0 2-9-0 5-6-0 2-9-0 r 5-0-0 RUN 74 PLF
1-1-7 f2 02 1-1-7
5- -0 i6- -0
Max Height 2-10-3
920 921
3680 305# 3050 368+
12 12
ID y�5 3x4 3x4
174/ \ 1741
m " \�
o i
N470 7100 401/ 7101 471
LIJI,T 18050 iP05i
4x4 4x4 13.5152% 17.5152Y
3x8 Bx6 3x8
20 PLF
A5-0-0 5-6-0 5-6-0 _ _ 5-0-0
22 0 5A# 53 0 2A#
1-0-0 1-0-0
21-0-0
' ForceS IL-P)
D BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 13'
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 0-/ AT EACH SUPPORT.
NET WiND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
I
No trusses: 1 Special Loading; Refer to Loading Diagram
Maximum deflection occurred at bottom joint Y3.
Maximum Live Load Deflection of .152" (2/16), Index-.218, (L/1658)
Maximum Total Load Deflection of .239' (4/16), Index-.228, (L/1054)
I
`REV 5-1,-93 (WIND)ALF
TRUSS: 21'0' HG-5 T-3
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER `I i�rIl
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 M2 Ds SP ENG, FOR: TRUE TRUSS INC - SDS I y J
1801 5, GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993
GRAND PRAIRIE. TX 75051 7'0 OL TC 7 2X6 #1 Ds SP
LAYOUT ID:
1214) 660-3940 L LL 8C 0 WEBS
368 DL BC 10 2X4 /3 SP ADDRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE 33.33 TnTA1 e7 ...- .,, .1111., 3/16 � I
+(::I(I •I.If '.-. '.'I i'r I I I_ I '.'. ri.l II.I ... I... •: I II Vt IAI "J.11111 - 'I'll.(. 111 1,(1 C."II II"Y ,I.. I1. •�• I'D[J.IE I.A ICP AL BI-t:III,, WC"RE -I
Y-F 15 '.. :aY '=,., 7 Jc.E _'IEI II S' '. O' ' Ire( ..'III I:,,,rn 1 E111(1 'I D I I, t NUJ(, S-,(,A illbn 1/." It' II I CLL II IrF IIID Elt.0 11:11 SF 11 IE Ir.Jq!; I[
15 :F "I'v I•Fll %L L'.Nt E 51 ESS .%L'-'l S. %LL i LUES '1_10 I I'P _nrf•D r.+'L.PE`- ;'E n(,I IL':.,u II IILEI� Ili �.!:�"N' Iw ili• Td'KALI. .ri III,:i'✓� uT.4111'.' ;VI':[D 1r, .I C Iw>/� If 141-CAIAP• BPACIIIS SI.G'JLC•BE (IOIIE III AC Pr-I1-( •11.
rOP OE r.i;r1 t�C 5-':rr I I,.c L=IES1 EBI11 vll Lr rHE I LIPE':IL. tB O rE A H01rG1. MLP[; E.PLI'_E. -'HI.CSS II'1I ED'�r'n_PNISr CUP PE HI TPI OPAL 111E II IG EPE'_FI:F P_RL IC111';r 1<,
T I VIAL Gr 5'%'1 Sr%•1'.An!5 ^'1DL IS•'EO B• TSE 'Ilii C,I AL. ,1 - ^ trP PJ::.'_ II_I"PERS '.'P.0 13n1. F„A I:L+ i�lA. :P':': Ifi ALL ':5114 Essl'�I LH!:PD uEIIDE:PS ASSUWEB 17 HE '_L'•111 II IL'0'JSL'i 51 TH[5 GEST,11 CDIIFDAFIS TO C'JPPEHI IP( OE 51:” S''C.Ir I-+
10,BrE510,
O[:'1_' -'S1� Bri_A 1;LE Ur. 125 Rlllcr T,B' LI IN- Ila .III t r.,on.I'CAIw IIIL•. 1/2' 11:',IIS fDP WE TAL VLA•TE =DIME=IED .050 1-USSES -"C,
21 '"IS DE_IC:I 15 a 5ED C :Eco, _C'nrE-,TOP PLIIES j1 IL' PI iul1 TP'JSI ws5 BEET GC51,d'EO c i"E L I'll N, ';IIOWIJ HIII I O—WILL O"R'+=ZIIIG Lr LEWS SPACED AI 16' o [. I)IJIL Itr SItIIBtPDS FSP Io LASSES.
3' 'OI"1 c(tlES 5:2E5 -=� B-SEC �'I tAi-L r0PCE1 7rIL�. Orl TwIS OP%NI'IG. II151ALLSTi_414>IIG 115E 5"-LL '_!:+It^,nln '"AP VILESS HOIED 'JTWEPNISE. 16! tl9 w 14
BEP OF TWE He JSS utr BE C!II 5P wJGir:ED I =
4! =OIxiE[I,u r.L-1E 5I7E= E C-LLEC• 714 NiC.lw ;eCPC55 SL0/5': NIrH Iw15 DESK+I 121 {� IIIDICAIES BE An I11,L�=AT1-I 17! SPE-IAL WAHULIHp C. PE SWO'JLD BE T-EH OU-1115 S�;r.ntl
B• LE,I:IH '>LOII St.:!" I'IE 0.:041111!Yl _F THE 9r 11115 DESICll IS APPLI'_tBLE 10 IIIOPIFP :1`411 in',IS SCS OF `_' rPECTICAI OF lw'JSSES SEE HTS-91 FOP PE-U^,Er1C ITI MIS
.__..1 IfvS±l l_2Dt_!.5 o,C D.I PC�tIC.'1_�.r IHgJ.ti�LEIIr.TH---�I�,I�Lr11:�.Lo/.0.11 r_p�I �Is iclg�ll c.ii_._ --I
- -- ------��------'------- ---CO11FIGUaA�1G11 41101-0401115 SPECIFIED TiFABRIC41Gu
-REPETITIVE 14EBEP STRESSES IIOT 'USED.
AC'DITI OVAL PLATING FOR HANDLING TRUSSES 15 PESPOrISIBILII( OF F45PiCLTCR.
-THIS IRUSS 15 DESIGNED OIIL/ FOn THE LOCOS SHnIIll, PROJI5TOr1 FOC 7I1F
PPEVEHT1011 OF POHOIHG NNST BE 141-DE 4110 15 1101 IHE PESPOHSIBILIrr
OF THE TRUSS FABRICATOR OR CLAPt,
PUN 3-7-B 3-4-8 — 3-6-0 3j 6-0 T 3-4-6 3-7-8 RUN 74 PLF
1-1-7 1-1-7
Max Height 3-0-3
12
6 2540 2591 2540
L L L
12 $ 3x4 D u 24eO 24e#
6 D y+ X5 L y
123# \ 1234
\�\ L
0
i 650 1380 1380 561
^I T T
1 m 96009500
v ✓ 10 (3.5138): 13.51360
304 3x8 3x8 3 x 4
3x5
20 PLF
7-0-0 7-0-0 7-0-0
1-0-0 1-0-0
21-0-0 Forces!L-P)
BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 13'
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 607 # AT EACH SUPPORT,
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 1 Maximum deflection occurred at bottom joint #2.
Maximum Live Load Deflection of .073' (1/15), Index-.104, (L/3452)
Maximum Total Load Deflection of .114' (2/16), Index-.109, (L/2211)
rj_ REV 5-1-93 (WIND) /.L
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0' H-7 T-4 W
ALPINE ENGINEERED PRODUCTS IncV2000 2-0-0 LL TC 30 2X4 i2 N SP ENG. FOR: TRUE TRUSS INC - SOS
_
1601 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3705 8 DATE: 1 Feb 1993 J
• GRANO PRAIRIE, TX 75051 7'D GL TC 7 2X4 #2 N SP LAYOUT ID: GF1q
1214) 560-3940 L L LL BC 0 WEBS
286 OL BC 10 2X4 ►3 SP ADDRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE 33.33 TnTA1 47 3/15 ��I
L ' :EC 1 I''.r. - UFS, :i1 E..1C'- iE'� .''l i. P. I SIAI LED E .1 1 Llr Ivi IDS RLL TII -1 11 C11J C "C"BE-5 MED 10 2E'CUIITI11U0 `l.' I3! �' I 01 _TES L4TEDAL BPc I 1 E-OE 1
SF ECI E5 ICY u-/: 'CI_1JPE CCrll Erlr! r^_I THE J71111 B-ACEC aI EI1HEP 3iA' 0411 rPL+WOOD SHERTHI113. 1/2' IW. IUSi illAllCrl Ar TIOr1 OF TH r J5 _.L
TOP,' nIG^EP IL LJw-BLE S'PESS +:L'JE s. ALL :AL UES USED 6� i'.v CnCF5 SPLICES RHE iIUT PECCHr+E11DEG 10 IH 111 DP.MA OP Bear rG EHE: E JAC -Er CE .'
LL IIID MEMBERS SPACED 1G' 0.0 tua/ IEI.IPrP 4P'+BRAC ffIG Sn JJLD BE DOfIE !H Com';PC:i:rE -1 11
nrSl OS APE B-__E7 C5 i..E LAT ES r EOTTIDrI CF InE 114- DIPECTL' RBD':E R%TTC14 �_n OPG SPLI'-E. _4Il.E Ss HD TED 0 HEPWISE. =UPPEIIT TPI BPA^_IUG ITO BE PUBLICaTICT15
rl'JI14L CESt;II ST u104PGs P'JBL1S^ED B+ THE I+ATIDa4L 71 v-2070 RPPPC+LL n_'HBEPs. veC 2JW 2. Fru I.B 271<. sBLC 11! ALL COI+PPESSIGn CHGPG uEUBE PS :SSuuEO i0 BE CDIIT IP.10'JSl HSI THIS GES Irn COI1F DPus TG C'JPPEHT rv[ DESI;n SPECIFic+-
FOPEST FPCD'J:IS 4SSGC 1-Tln'I 7251. BD:A FILE PE-125 ePACEO B+EITHER D/B" fultl.; PLrW 00 SHEATHIIIG. 1/2' TIGI+S FC.P HETRL 'LITE COI IIIECTEO WO5D TPI.'55E5
21 THIS DESID'I 15 B SED D'I :LRP' COIIIJECTOP PLATES CI1L+ EI THIS TT JSS M45 BEE1I GESIGUED FF THE Lr+RDI11G SHUWti 1u III.1 DP+WALL UR BPAC111G MEPBEPS SPACED AT 16' 0.., DUCLIT+ ST RIIpAPDS FGP TPUSSES.
CDIxIECT,0 PLLIES 512F5 4PE BeSED DrI A/IAL FDP CES Or IL'. DII THIS DPRW III J. tIIST4Ll}lIGII -110 !15E SHALL _C11 ;;HH ua 7!, UULE 55 1+D TED 7rHEPWI SE. 16! 110 MEHAER,OF THE iR�J55 MA+ BE CUT .CR rAOC.Ir IED i': ++'
_Dur1EC11--LATE SIZES 4 E C-'LLED OUT WIDTH �R[PCSS SLOTS; WITH TH 35 DE SI'+1 12; �® 11101-RTES BEI-1113 L7''_Ai1Gll 171 SPECIAL HIIAOLIII3 CAPE SHOULD BE TIw Ell GUP11I; SHIFnIrl..n,
B+ LEr1GTn ral Drir, 51:15�y G rnE JPIEN rAiIDH OF I E 91 Tnl5 DESI'd1 IS APPLICABLE TO 510PTEP SPAII TPUSSES OF EPE_T 1GTI OF TRUSSES SEE HIB-91 FOR PECCMr+EIlOaT I Or'S
E�J.I.f C}LL 0'PF^T'r rF T Ey R7E LEriri IDENTICAL LORDIII' ArID r061^11R}Tlr11 -
-CGIIFIGUPATICD LOA011IG SPECIFIED BY FABRICATOR
-REPETITIVE MEHBEPTIAIiSTRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES 15 PESPDr15IBILIT+ OF FCBPICATC,P.
-THIS TRUSS IS DESIGNED ONLY FOR THE LORDS SHOWN. PPO'JISION FOR THE
PPEVENTIO11 OF PONDING MUST BE MADE AND IS NOT THE PESPOIISIBIL IT
OF THE TRUSS FABRICATOR OR CLAPI, j
RUN 4-7-8 4-4-8 y 3-0-0 4-4-8 + d-7-_B RUN
1-1-7 ) 1-1-7 74 PLF
Max He19hL 4-10-3
12
Q 6 2731 273/
y y
12 (J{�J D SXR- 3221 \ 3221
6 y y
1601 16Ca
o \
1190 1191 86Y
��•, T T 11
9601 96CA
rn l I m (3.51 3B% 13.51 38%
3x4 3x4 v
3x4 3x8
j 20 PLF
3x5
9-0-0 3-0-0 9-0-0
1-0-0 1-0-0 Forces(L-P)
21-0-0 D BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND-SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: &07 # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 1 Maximum deflection occurred at bottom joint f2.
Maximum Live Load Oeflection of .069- (1/16), Index-.098, (L/3652)
Maximum Total Load Deflection of .108' (2/16), Index-.103, (L/2333)
REV 5-1-93 (WIND):✓
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0' H-9 T-5
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 112 N SP ENG. FOR: TRUE TRUSS INC - SOS
1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 8 DATE: 1 Feb 1993 /
GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 f2 N SP 1(u„
LAYOUT ID: OF
(214) 660-3940 PLATE AREA: V . 709 LL BC 0 WEBS
238 33.33 OL BC 10 2X4 f3 SP ADDRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE TOTAL 47 FxrFPT AS MAY RF AinTFn 3/15 ^
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E -,21S 1 -F CD,.If 1--1 I.E "31"T HP,%CEC, fil EIII-Ef� A/F1 P111- I'LINODU SHEAIHIIIG. 112- 1 it I I i S I ALL Al 1511 A,0 E�E C I IGI 5 1HE
`JSS E E"
IS Y V-I!',E 0 —3-FILE ST ESS I E S. aL, .-LUES USED 6 rCP,C,CIG SILIFES -PE 1101 PEI D,111111GE{o 10 QW1, OP—Lt 3P 0-IL111, PE.REPS SPACED IC 0 C I.A— IE T`CJAAA1 e-ICIIIS S.I�Xr BE UO
'E I" 'CC C PC C
I A
FOP DEET;11 APE e CEO 0 1 -E LATESI -OPC 'J IL ESS 141)1 E D �T�El I SE -UPPEIVT TPI BP Air, EPECT 6IICITICOS
EDI I I Z)N LF Y,-C 01.-� L 1 11 1 - SPLICE. IOW
P
S P'.i6L 1 51-E 0 81 , � A,A. �111, Fill 7-8 2� it BLL Sl IF
t10-L CES1511 I�E 114TIO11--l- 0 1 11 sacc CCAPRESS15P CHCPO PEiIBEAS ASS'J.EO TO BE CDIJTIJ'JDOSLV15I THIS CE �]COI DAMS TO V-)AREN TPI
OES15'� SPEZIF!Cl-
-1,IT!C11 725 80�, I a HPACED 8�EITHER 3/0- �i,i I F L W300 SWEkTHITJ5. 1/�* 71 0 IS F C-ME T AL C51II 0 ODD TRk:SSES 11C
O-EST LC':I S -SS5 - FILE 25 PA-ATE IECTET W
2! �l -L111 1�111 1�:11 AL- D1�L e i C I fir E S 1311 E031 THE ELG�O! I 0-1WALL 0- R--CIIIG SPA�CXD 0 OU
TO,15 DESIC41 Is BiSED O,J - A TES T-1� TO'-JS5 HAS BE6111 IG SOC-1 E1EA8EQS AT 16' LLIT� SIVIDA00S F5A TRUSSES.
BAS
0 �L _15 PA III r.
3 ,!ECT�w �L.-IES SJ,1ES EC, 'i -/I A IFIC E S 0'�L 0" 0 W S I,LLA I 1 11 A 5 VSE SHALL UILESS IIOIED 13THEOW 1 5 6! 11�OEMEWBEPAOF THE TP-J55SMAI BE CUT Ou 110CII'TED 11. I'll
3" x;55 JJ TICII I
SLOTS� IH 7HI 0 �1341 1 DICAfFS BE4A1110 L)-1 7? SPECIAL 1,IIDL.II 3 CAFIECE-OIJED BE few EIIECU P* S-1F1
0 -:T A r I E 0j:;"w"T' 'C W1 DE
E-ECT I S SES E n18_9 1 POP PCS—E,1OIIID,is
E
P IIT�011 If THE 1: I'll OEI�Sll APPL!CADLE TO SIOPI A SPAIJ TP-JSSES OF V F I -J
F CLL 0,J1 T- 0{PTL 7 THE PLA IF I F1111 -Clif [
IFIGURATIO] AIID LOADING SPECIFIED E+ F4BAICJ,rop
-PEPETITIVE MEMBER STRESSES NOT USED.
-A0DrTI 0',AL PLATING FOR HANDLING TRUSSES IS RESPON518ILIT+ OF F46PICATCp
RUN 5-5-6 5-0-10 5-0-10 2-5.-6
1-1-7
Max Height 5-7-3
74 PLF
12
3744
12 3781 26
> 7 t
191#
jolt 17BY 711
821# 116,
1 (3.5)32% 1 5)3.
0
mT
20 PLF
3X6
3x4 3x4
10-6-0 7-6-0 1L-R)
1-0-0 18-0-0 BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 539 # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 2 Maximum deflection occurred at bottom joint #2.
Maximum Live Load Deflection of .032" (1/16), Index-.053, (L/6750)
Maximum Total Load Deflection of .05" (1/15), Index-.056, (L/4320)
[LREV 5-1-93 (WIND) ,4-cf
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: iG'O' ST COMM T-7
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS
1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 9 DATE: I Feb 1993
GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X4 #2 N SP LAYOUT 10;
(214) 660-3940 PLATE AREA: C-TKC—.-FUq-9T—L LL BC 0 WEBS
MEMBER TRUSS PLATE INSTITUTE 175 33.33 OL BC to 2X4 03 SP ADDRESS: SCALE:
TOTAI A7 114
I �L F 0 .14 i I I 1 1110 1 RIES; L-'IEP L 111" "1","
5 F E j. J%E L-11 IE- S., -I, E r71r11 I L I E 1 11 If F 11 S I n Ili A C EJECT
I L
' 1 Pr1-%r,(C 6 1 1,1 ff�E� 3/Q -f�1111 FL S�lf A THIfl-1. 1/2' P�S TALL�t I I C,1-11 -1 1,C —is, E
15 �F 'F o IIES JSEO 6 I:P SPL I E I -E i(,1 �'E��tEIJDEC 10 �-f� 14I I I- D-I LL Cl- DP-C 11!. HE 110C I'S +,,E 0 1 C. 11-1 IE Hrcp BPAC Iris Sm JLC ZDOI1E 111 aCC _E I-
F P CC.
I�', _E DI-ECO_ OT r5l4 PC SPL I:E -IkESS IJOTCO tT,1EPWI-;C C"P.E"T TPI B.,C)"S A
'1 0 T 11-L r 'J;- �J"HEP I C"'Pol 23AP. FIA SPE tl��j P* S
L 171C.
31-IL c(si 5 P 5 1 L I 511�[) TIRTESI TE'OA rI �'l 11 7, P P IC8 21)14 r I I ALL CCUPRESSICH C�OHO HFIIHE�S ASS1JWEO TO BE C'�417111�UUSL,151 THIS DESIGN COOFT) S'E:I
.I S 'j-E 7 1 CCSI'
I 11-C I I "Pol-C I S [:lar
1 1. n I FILE PG-125 r
21 TI�15 PESIC11 1-1 RISCO D,l , 'I I".r. 1/.* .P,, LIW700 SIIEAI.1.1�; j I I COS FOP METAL PLATE -C—EM'E'01 4COO I-USSFS 1117,
.' C'�"E '0. FL�IES S111 F1 HIS 1(1J';5 1 PEEN rESJC,11EO FIP T�4F LOA03OG f)W:J ;MIJJ.I DO WALk Gn 8-AC)OO -CHRE-S SPICED AT I&- QUALIT� STAFICAPOS P50 TRUSSES.
SI nF`P 1111L 11-CES O"Ll. D11 11115 Dn,',Wlftr. IIIST-'LL4113N A11C,USE SIi,'-LL �C41V7,1114 PI.Y1. U11LEOS FIOTED 13TIIEPWISE. 0 MEMBER CX THE TP JSS P" BE CVT G n
I IT -AS C" 6, 11
�::'';�'F'L A I'll -'-I I LNO *j;jjWIOT�w �_CP35S SLOTS THIS OESI�44 12. E2 11101,AIES BEAPIIJO LOCATIrO 171 SPECIAL -ANOLDIG CAPE EC'Ol .3 WITH
Pj rA T CF THE
LEI: 1. 9 THIS GCSf�ff IS APPLIC46LE To SIOPTEP SPAN TP'JqSES OF EPECTIO.. OF TPJSSES SEE H18-91 FCFI FECC1rEI10_Tj0115
IS_I^�2LPE=1L4n_`c lm"P ATF I EIIGTH ICE1JTTC:/,L_LQAP11_1j AtIC, C ItFj PAII,r+
C011F IGURIJ Jr;1j ILIAD LOADDIG SPECIr]ED 8+ FASPIC4TOQ
-REPETITIVE MEMBER STRESSES NOT USED.
-AGOI ri O(JAL PLATING FOR HANDL JtJG TRU55ES 15 PE5PD715J8IL 171 OF FASAJ[L TLm
. 1
-THIS TRUSS IS DESIGNED OrILV FOP THE LORDS SHOWN, PPOVISID(j FOP THE
PPEVE'11TIO11 OF PO11DING MUST BE MADE AILD IS NOT THE PESPOJ1S18IL ATI
OF TME T is 5 ,ABRICA.TOP OR CLAPi,
�-I`4LSF BOTTOMC.IJORO UlFG11144TION
FALSE BOT 18-3-8
S_3-8 01 1 LEFT.
VEPTICAL SPACING-4-0-C'.
USE 14 I'll 14U14 OF 2x4
4 PLATE FOP FASTENING FAI,5 E SOT CHOPO ',EPTI,__AL5
USE 3'" MIN.
FOR SCARF 084 FALSE
LEE SOT CHORD
TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MJST BE SPICED WITH 14
4
COAT. LATERAL SPACING AT 2' D.C. MAX SPACING.
3-5-0
RUN 5-5-6 5-0-10 3-0-0 1 4-2-0 4-2-0 5-0-0 129
74 74 PLF
max Height 5-7-3
921
12
3161
12
12 Q 5 2411 3601 536E 5315#
6 C7_1 3181 378#
4
> 174w
3x4
9151 4021 340f 471
lot# 138# 651 1
+ E70^,
2051# 13-5136%
13.5140%
3x8 ___j A 4x8 N3x5
3x5 5)L6 12
20 35 20 F
3-5-0
10-5-0 3-0-0 4-2-0 4-2-0 5-0-0 18-t-0 25-1 A-0
#2 02 #2 1069# 220#
1-0-0 2x4 2x4 2X4 "7
30-4-0 Farces IL-P)
> BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 120 9 # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses; i Special Loading; Refer to Loading Diagram
Maximum deflection occurred at bottom joint #4, FASTEN TOGETHER WITH: 2 Members ReaVIred
Maximum Live Load Oeflection of .295" (5/16), Index-.292, (L/1234) TOP IOCI NAILS 12'O.C.
Maximum Total Load Oeflection of .453" (7/16), Index-.305. (L/786) SOT 10d NAILS 12"O.C.
WEB 10d NAILS 12'O.C.
QITEN AT OR NEAR ALL PANEL POINTS.
�>REV 5-.1-93 (WIN NOT NAIL OR BOLT THROUGH TRUSS PLATES.
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 30'4" H-5 SPEC T-8 5(
i
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0ILL TC 2X4 #2 N SP ENG, FOR: TRUE TRUSS INC - SOS M
1801 S. GSW PKWY. 30 7,0 BC LUMBER PROJECT: CENTEX 3705 B DATE; I Feb J993 I
GRAND PRAIRIE, TX 75051 _ST_ OL TC 7 WEBS 2X6 #1 Os SP LAYOUT 10: OF
(214) 660-3940 PLATE AREA: C-TWC--nY4 L LL SC 0
635 33.33 OL SC 10 2X4 #3 SP ADDRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE SCALE:
TOTAL 47 1/8
_�• .. r.. r .: CIC 111••'_••r,:.•Z.Er 5' �'. IDS ULA 1E5 _'ALL aF 115 IA1_I E.1 _ -1::IL• I'll ii....•II IEI Illi CHD f 4Er4CE.°E�... .�i.EL 10 BEI C`n l t II IUD `IL+ 13. -- 11IOIJalES L.11-1- B°A�Ilir I+E I+DEW I. _
L 1:k 1u</i�1'_r1 r.J75r JPE CD'"E"T, J° 5_"•� r T-E _31ri1 BF•A CEL e+EIIHE° 3/0' ,u ill! PL,WO Do
SHEAT-1113. 1/P." 141 1115 ALLAT1511 '116 E°ECT1".11 pF THE IP USS. E—11E11. �E
IS �� nI�•�E° :LLJwA P'_E Ir'E55 I—3ES. ALL :Ali/E5 USED r 1 r';P CnCP. 5PL ICES "I UGL PEC�3N11ENLEo 1D IHIII; DP UNaLI OP BRACING HE-PEPS SPACER 1C' a c 11-1 . rEHPCPARI BPACIIIS. S-D'JLD BE DOME 1N aC.C.°CAr,CE "11n
FOP UE SI G11 A°E -EO 0•I r-E LArE Sr EOIrIDII GF TnF. Ila- DI°E C rL1 Ae•J:E A 00ILCu CnORG SPLICE. ?ILESS IT ED GTHEPNISE. C'-1°PErIT TPI SPAC1110 ANG E°ECT1;11 P'_SL 1CAi1Gli5.
tlDn.L GE51='1 SttnC.AR05 P7e115^E. 3 r-E nArlDnAl 2:0^. APPRO;cL u;'HBERS'. VBC 2342. FHA Ice 2914, =BCC IT. ALL CCMPPESSI611 CHORD-EMBERS ASSUMED TO BE CGOTIIJV0'JSL+151 THIS DES IGH COIWDwaS TG C'UPPEIJI IPI DE 51Du SPECIFICA-
rOPESr F-0C-;GtS =SSDC'i A T 11TH %251. BD:a FILE 06-125 ePACF.L B'+EITHEP 378" •HID,:. r'LeW660 SHEAT41115, 1/2' TIGIS FDP METAL PLATE C01ff CTEG 4.CD T°L'5SES AIIG '�i
21 TH 15 OE 51ci! 15 B:.SED C11 C' P+ CO1?jF.TD0 PLATES C14+ PI I-IS TP'JSS HAS BEEII DESIGNED FDP TIE IOApInG 5.10N1i MNI.1 OP+MALL Du BRACING REM0E.5 SPACED Ai t6- o._. DUAL 17. STLIxIAP.$FCP TPUS5E5.
3! C.r PSE CiC° cL Ar ES Sf7E5 APE BaSE6 ON Art Al cpnCES ONl1, DrI r-IS .°tN NIG. NIS T ALL Ar101I -C.USE SHALL CC11 �.n- 'NA/!. WN.E 55 1107E0 Or uEPNl SE. 16! 110 MEHBEP OF THE TRUSS HA+ BE C1J7 OP rr Llr tED Irl Ar,l
CJI u1ECiJc r.IATE S17E5 e,E CALLED OJT NIDTu tAC°75S SLOTS' NI rH rH15 DE5Ir�1 121 111DICATES BEAPII*LOCATI511 171 S°ECI AL HAIID1-111 CAPE 5-.ULD BE TA.EN CU-1113 S-I°°I�1;^s
"I DrIO St it S' ArID to JR IEIITATIOII OF rnE 9 In 15 DE 51 O1I IS APPLICABLE TO SnCPtEP SPAII TP.'S SES OF EPECT1011 OF TP ES SES SEE .18-9t FOR PECG11-EIICAT[OriS
C C:LL_7Jt •5 rnF plpErr:Gr1 GF rnE PLArE LENC.rn IG 1IT1E.l-0Ep1riG PIG
-CGIIFIGURATI011 ANG LOADING SPECIFIED Be FABRICATOR
PEPETITIVE 14EMBEP STRESSES NOT USED.
-AGDI TI OVAL PLATING FOR HANDLING TRUSSES I5 PESPOrISIBILITe OF FABP1CAiGP.
THIS TRUSS IS DESIGNED ONLY FOP THE LOADS SHOHrI. PPOVISIDII FOR THE
PPEVEINTION OFPONDING MUST BE 14ADE ANO IS NOT THE PESPONSIBILIII
r' OF THE TRUSS FABPICAT OP OR CLAP'e-
K-FALSE BGTTON CHORD INFORMATION
FALSE BOT 18-3-8 ON LEFT. VERTICAL SPACING-4-0-0.
USE MIN I4UM OF 2X4 PLATE FOP FASTENING FALSE BOT CHOPO /EPTICALS.
USE 3x4 Il 11 1, FOR SCARF Ott FALSE BOT CHORD.
T PUSS 807 TOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1,4
CDIIT. LATERAL BRACIIIG AT '�+ O.C. NX SPAC IPTG.
1-5-0 3-2-0 1-0-0
RUN 5-5-6 5-0-10 5-0-0 3-2-0 6-0-0 74 PLF
1-1-7
Max Height 5-7-3
12
Q 6 12
Q 6 2421
4,2411 3021 2341 SSaa81 211E
i a a
12 - 3781
6 C-,' D sY$ r \\
3x4 3x4 D 52"6)y X
N
1910 \ \
931 1311 67e
1011 1380 651
U7 � � 1'1 t 13901
\ 13981
1 Fl3x8 3x4 13.5155%
3x6 4x8 5x6 12 d 4
20 PLF
3-6-0
10-5-0 3-0-0 6-4-0 7-0-0
I
1-0-0
30-4-0 Farces 11-P?
DBUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 13'
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: �I 7 # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 1 Maximum deflection occurred at bottom joint N4.
Maximum Live Load Deflection of .235" (4/16), Index-.232, (L/1549)
Maximum Total Load Deflection of .368' (6/16), Index-,243, (L/989)
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 0;4' H-7 SPEC T
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS J
1801 S. GSW PKWY. SC LUMBER PROJECT: CENTEX 3705 8 DATE: 1 Feb 1993
GRANO PRAIRIE, TX 75051 7.0 OL TC 7 2X4 1'2 N SP LAYOUT I0:
( mF l q
(214) 660-3940 L LL SC 0 WEBS l/ 1
568 33.33 DL BC 10 2X4 t3 SP ADDRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE - TOTAL 47 —P— — .1 v — 1-- 1/8
PI V ...n 1 II. . . •. I'I H , f l- I A T
F :.1 .. .
' - '"E 1{•, I "11111 I.I .I II II Ills it . ,i r1I1L - in III'.T Allfll'. '.1 if (•1. II: Irf .. i
".
w'-;. F E 5 _ S ALL ES d-nG .I 1
F+ .-_ ICE II 1�� i'.P '.,L I'.L I'l III�i IL': +II
IT' IH 111: UIIfw:LL :fI II ;1 I rl nf1 --.1`:.'f.P i':' I HT'.•. II 1.0,II tu. 11,/1 lrl,. ter•.:4I- Pt. 1'v111 ilr '.L .--
° CE.1 tEtG E 1c1E5i EDIT:JII .r 1..E rl+ GIHE=IL' ABO.E t BVI1 D1. -r U,C EcL1"C .. .41t.t.`.5 TIDIED 'i l nF uwl E ='fP HF HI IPI Hr+l'_III:; AI IG Er+C_IIJII r_rtzL ln.
'IDrI-_ CES.' rlrc .I.C:F 75 F'_'RLISnED RI TnE rlti7 C'ttl I /-2:%^ RPP PIL 1rJu0EPS: ''JeC 2342. FIL T::6 2D 14. e1:_ Ili ALL CDHPPE551:11 CHf_PG uE11BEuS ASS'JH G i7 BE CJINIIN
E JO'JSL ft 51 in IS GESISH CDIIF DRHS T, :UPPEW TPI DESI+'I�S+"-=If'-
FU=EST ccOG',C1<•+55-„=!+r!Cll 7251. BOCK FILE
00-i 25 BPACEG Bf EITHER a/B• '14111.:. FLII43rD SHEATH ITS 7/2' 1IDH5 FOP
HEIAL FLaTE CGIIIIEC7EG -DOD Ir:l'SSE5 t
- THIS 0EST,: IS 2+5ED III .L f.P� C:inHEC rCo PL AlE5 ::rll' BI THIS TP',ISS HRS RE E11 GESI3"" FfF Ilrt L!:t01rIG SHOwII :u 111.t OP fM RLL Oo BnpC IHG uEu8EP5 SPACED AT 16' o :. OUALITr SL RIID APGS Fva TPUS SES.
- rr w1E CICP PL+IES SIZES t E BASE
011 pYI RL cDP CES Or 11, 911 THIS DPAM[UD. 11151 RLLA 11111 aIIG U51 SHALL '_..1 .. a 'u RY!. IJILESS TIDIED OTHE— SE. 1E! IID uE"BE P DF THE TRUSS MRI BE CVi GP rI3C�lc IEC ' 14
C Jr v1ECIDP c A,E SIZES - E CAL LEC•O7r wiG Tu ;+CP;55 SLOTS: wl r, NIS DESI=n r,c P t2: ® Il ID1DATES BEAPIH? LOCATbJrI tTI SPECIAL HUTD17113 C+PE SHOULD BE T+wEn GVPI'+3 SSI
w' B' LE11IT, fL Dr1' SLDTS'c '. 1HE JPIEIITArInH CF Inc B: THIS DEST SII IS APPLICABLE TO Sn DPTEP SPAII TP'J55ES-OF EPECTICN OF TRUSSES SEE HIB-91 FOP PECDHHEIICtr1 D'S
Z(=_L'.._-'�=15_f_J F[Ci X11 r�TnE PL} LE!)C—Tn IC.EUrICRL LORDIT Iw EI ISi COHF IG'JPA?J GTI. ,______ _ —__ _—_
-CGHFIGUR 4TIOH AND LOAGIHG SPECIFIED B+ FABRICATOR ISI
REPETITIVE t4E MBEP 5TPESSES NOT USED.
-ADDITI CARL PLATING FOR HANDLING TRUSSES IS RE5PONSIBILITI OF F1111CITCr.
-THIS TRUSS IS DESIGNED 011L,` FOP THE L04DS SHO HT1. PPO'/I S[J11 FOR THF
PPEYEHTIDN OF PCY4011IG MUST BE 1440E 4110 IS nor THE PESPOHSIDTL ITT
OF THE TRUSS FABRICATOR OR CLAPY.
DFALSE BOTTOM CHORD INFORMATION
FALSE BOT 18-3-80N LEFT. VEPTICAL SPAC 11IG•4-0-0.
USE 14INI14U14 OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD /EPTIC4LS.
USE 3x4 14111. FOP SCARF ON FALSE BOT CHORD.
TRUSS BOTTOM CHORDABOVE FALSE BOTTDN CHORD 14'UST BE BP4CED HIT, 1.4
C011T. LATERAL BPACING AT 10' O.C. NAx SPAC IrI5.
3-0-0 1-0-0 2-10-6
5-7-8 5-4-8 3-0-0 4-4-0 4-5-12 4-2-4 3-1-8 !
RUtJ .—__--� ___�_ _^1. _..__--.__._ —�RUN 74 PLF
1-1-7 02 i2 12 02 02 0'2 02 12 #2
Hax Height 5-10-3
12
�1 6 12
1 Q 6 3101 2220 2710 19j�'
i V A X30 3210 2511
12 3x7
�1�x
5 '� D 5�5 3x4 5x5 3x4 D c, 3950
1571 1030 53370 1450 560
n I 1050 1691 17111
I 3x47x10 3xB 3x8 N (3�51 49%
13.5]67�
6x8 a 4
30 12
20 PLF
1-0-0
11-0-0 6-0-0 4-4-0 8-8-0 6-0-0
r2 12 12
f-0-0 1-0-0
37-0-0 ForceSIL-P)
BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCi 1991)
WiND SPEED: 110 no
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 7 6 3 # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 1 SDecial Loading: Refer to Loading Diagram
Maximum deflection occurred at bottom joint #5.
Maximum Live Load Deflection of .496' (8/16), Index-.402, (L/895)
Maximum Total Load Deflection of .778” (12/16), Index-.421, (L/571)
RECOMMENDED CAMBER: .42"
>REV 5-1-93 (WIND),azt
CLARY DIVISION PLATE TYPE:- D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-5 SPEC T-10
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Os SP ENG. FOR: TRUE TRUSS INC - SOS
1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993
GRANO PRAIRIE. Tx 75051 7'0 OL TC 7 2X4 Y2 Ds SP
(214) 660-3940 L INC. FORS L LL BC 0 WEBS LAYOUT ID: OF
888 33.33 DL BC 10 2X4 03 SP ADDRESS: SCALE:
op
MEMBER TRUSS PLATE INSTITUTE TOTAL 47 FxrFPT AS MAY BF NOTFO 1/8 i 5^
A F
1, "L:''F "I_-'F. 9—I-L HE 1f1S1 4LLCrJ 15. 11r11111. 111 __-I OI-0ES LATE-<L
'I C,
'3 1 IL WO 0 E 1/2' 1'- -is r,
C s- -L ,.
T,E I I C I' I C B ZEC
S C, I -OW-BLE C. 0 I-LI. 5P 1"1 1,BE 00,11 1,1 1
JS�PESS�i-WJE S11L "LUES )SEC' 5 ICP C`C SPLICES PE 110t PECsN[1ElI0EG r6 IR I p 4CIF11 OE148EPS —CED IC 0 C F—Y 1:S
L i Ecs OtED 0 HEPW -UPKI'T TP p -1 G Afir EPECTI�ll
IC- DESIs.1 -E e.�ED Of E L IESI EDITION sl t,IE Dtp(�T 4BO.IE 4 BOTTOM CIP5 SPLICE L ISE
1 8 P�-EL I
11011-'_ I I',1311 11-1 lC110S "JILIS"Ell BI I'll T IE--L 7, 1-2-10 LPPAO,'AL ll`_�'AEEPS UBC 23,12. r"A 1-6 �014, SOCC ll� 4L L P CHC,PO MEMBERS ASSJME0 TO BE CDlITIlI'J0'JS1_1I5, T,15 DESIGN COIFDR"S 11 :VRREW TPI DESIS, 51E�!F!Zl-
er) A 7, S _C_E:tE0 WOOD
5 1. FILE 86 BRACED 81 EITHER �/B" PLfWXD SHEATWItIG 1/�' 'CAIL-TI L;SSES —C
21 "+IS IIESICI1 is e-ISED 0 _L111 C1,l"11CtII4 PL 11 DESIGNED F TUE .1"J.) DP OR BQACIIIG 1AEtAPEPS SPACED if 16* a .11D'L'I T. METALI CS FGR
3-ST.USSES
L C111 , 5 0 1T.EOW1 5E 110 1AE148 7 1 1'IEn I
ED 0" UTILE
E ME `JS MA BE CUT
SIZE "ES C"" Is "I"i E"I SEA1_1_A,I'It 1`�"b VSE
S"I'Ll"' 511111�1_ A 16! EQ OF
A 117, L J_. I 1 1 171 SPEC I AL HAfX)L 111' C4l'E S"MIL0 BE
r 0'1
_�PIE Cls" �t E 51 ZE 1 1-1 1�1_1_1 I -;CI- ;'C-.,Il ILWS 9 WI�S�11�H THIS DE51.'I 1�'I I I III I A I E5 5"OR I t A E 111 1 1" 1"1 1"tlli
B LEI-11 11L.-IS SL�TS! —C. 1-1 CIIIENT.T1111 Gr T111 I, E'I"' IS
i"PL' 5"OPIC" :P A11 I P�)S"C 5 Ur E PEC IT G41 OF YPJSSES SEE 1IR-91 FOP PEC'4EFJQAT 10115
I DIP- TI GF T PI-ATP LE111TH ICE TICAL L1111UW3 111�C`OIE11;0��1P11ICII
_,CIJFIGUPLTIG'I 4WD LOADIIIG SPECIFIED Be F4BAICLTOP
;0CI '
T3
CAJAL PLATI145 FOP HArCLIIJG TPUSSES IS PESPO145151LIT/ OF FABPJCATCP
-THIS TRUSS 15 DESIGHEO ONLY FOR THE LOADS SHOWN. PPOJJSIItJ FOP THE
PPEVE11TI0II OF POlIOIIJG MUST BE MADE AIIO IS NOT THE PESPOIISIBILITI
OF THE TRUSS FAB P ICATOP OR CLARe.
-ANT ICI PATED HOP IZONTAL MOVEMENT UNDEP TOTAL, L040 - .484'
>4,-FALSE BOTTO'4 CHORD IFIFORMATI011
FALSE BOT 7-0-0 014 LEFT. VEPTICAL SPACING-4-0-0.
USE 14INI1.VJ4 OF 2X4 PLATE FOP FASTENING FALSE BOT CHOPO VEPTICALS.
USE 3x4 MIN. FOR SCARF Off FALSE BOT CHORD
TRUSS BOTTOM CH ORO ABOVE FALSE BOTTOMCHO 0 MUST BE BPACEC, KITH 114
2-7-0 3-0-0 3-3-12 3-10-8 Coll T LATERAL
AL OR 4 CING A T 2, . O.C. : P
4AX SPA C Ir Irl.
4-5-0 3-0-0 3-0-4 1-0-0 .4-5-12 4-2-4 A-1-6
PUN ----------- - AUN 7A PLF
1-1-7 #2 42 02 02 #2 #2 02 02 42 1-1-7
Max Height 6-0-3
12
Q 6 12
6 2234' 2340 1fiJbI 3211 2981
> > 2 2220 1 28
121
3x4 3x4 207#
2AB#
Z_11� 4
1530 1260 123# 7397# 1650 76,
20 66# 17 1 1 1
13.51 5 7
10
3x4 3xe 1712#
3x8 7x7 3x8 N 13-51490
3.58
3% 12
20 PLF
i-0-0
7-0-0 6-0-0 6-4-0 8-8-0 8-0-0
02 02 42 #2 02
1-0-0 2x4 2x4 2x4 2x4 2x4 1-0-0 Forces1L-P)
37-0-0 BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: -76 q # AT EACH SUPPORT,
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: I Maximum deflection occurred at bottom joint #3.
Maximum LiVe Load Deflection of .663" (11/16), Index-.537, (L/670)
Maximum Total Load Deflection of 1.038" (1-1). Index-.561, (L/426)
RECOMMENDED CAMBER: .55"
[L>REV 5-1-93 (WIND) q,r,
'
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 370" H-7 SPEC T-11
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0LL TC 30 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC - SOS
1801 S. GSW PKWY. 7.0 BC LUMBER PROJECT: CENTER 3705 S DATE: I Feb 1993
GRAND PRAIRIE, TX 75051 OL Tc 7 2X6 #1 Ds SP LAYOUT 10: ZF
(214) 660-3940 PLATE AREA: LL BC 0 WEBS ADDRESS:
1026 33.33 OL BC 10 2X4 #3 SP SCALE,
MEMBEA TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8
In' F -L, PE 1T,'.l V I iI, 1JN p, kl,
IL lw�jm StItAl-11",
�'�L3ULE SII.SS ILL ,'L ES 0 Otf IV DR—U. W� 4)+BEI SPACED 0
FUn QE51Stl ACF 81.,'e-0 0" ?"E tEST Ent T JC'11 5r 1.+f 14. III'J'E A BDIT�. �'Q�u �PLif NUIED t�7nEPWISE
L N�'-OE-S ��U' �31 ��(t P�14, L
t�L 51.11110DS 1-I'D IWICI�IAL I AL C.-PESSIL4s C,,�Pr,MEWIEPS ASS'LlWC() TO 8C CC14TVIXI)SI-1151 11,15 U
10-WAlE,t NIN � t�' -.-E—
AS,53�I A '111 8D:1 110, "�CEC,13"Eltf�EP ?/8' ' f'L'K�00 S"EATH116, 112 It IS r�
21 '�i -LAO I -i P'FEI�GEST "E,F', h'r 1.�)40I ""'7N It TIP WALL '1P POACPIG N -A, AT 16' 0 C, WIWI SIPIOAPrS F-
5 0,!Irl� IS PASCO D" - A'FS�'k' PI I'lls !OJI�SEUREAS 5 -ED 16! tg)
31 N"It r, E5 li7i' I I EC,(P� A/1 1, r',I�CES'YJLI �11 !.15 D1IIWIW71' 11151+t.i Ali"", 1,q�"f,r kim En'y lot Jr'J"S A,
c.
",.,I, 'f 7 �r,r Ott FFIS W)f0 904"'115E 8
A 1E 5;ZE S Al�t CIL L[C"�11 !;L n)5:0 .1 k� T-IS'DC51-4 Mic.,IES I)FAP111"?LSCS I 171 S'U�I AL 11'JOL 1140 CI-E S-O.LO BE
'N nr EnECTJ 11+OF TPUSSES SEE "IS-91 pEr�'_
E141t, i`ln4�SL51S -G "r r OESI, 15
AfJO'LOtO1I1r SPECIFIED 8V
°12 44 L-I I-L& IU2�f_
-AODITIVUL PLATIHS FOP HAJIDL IHG I PUSSES IS PESPONSIBIL I I+ OF F 480 1 1-Z
-THIS TRUSS 15 DESIGNED ONLf FOP THE LOADS SHOWN, PPO�1513tl FOP ThE
PREVENT loll OF P01101US MUST BE MADE AND IS NOT I HE PESPONSIBI L I I I
OF THE TRUSS FABRICATOR On CLARE,
-ANTICIPATED HOPINWAL NOYEAVIT UNDER TOTAL LOAD - .443*
,tib-FALSE BOTTOM CHORD 111FORMATION
FALSE SOT 7-0-0 Oil LEFT. VERTICAL SPACIII(3x4-0-0,
USE HJUR04 OF 2s4 PLATE FOP FASTEIII14G FALSE SOT CHGPO iEPTICOL5
USE 3x4 141N. FOP SCARF ON FALSE SOT CHORD,
TRUSS BOTTOM CHC-PD ABOVE FALSE BOTTCIJ CHORD MUST BE 80kCED 0TH !,4
2-7-0 2-5-1$ 2-4-0 CC4JT, LATEPAI, BRACING AT 2 O.C. NAY 5PACV6,
4-5-0 2-9-3 2-9-3 1-0-0 4-5-12 4-2-4 4-10-8 5-1-8
PUIH RUN
#2 02 42 02
1-1-7 #2 02 021 02 f2 #2 1-1-7 74 PLF
Max Height 7-0-3
12
12
{89#123,31 3231 3351 E
3x4 1941
3 5P A
12 179,
7
1534 2 950
1018# 8J# 73# 1201 18,50
66#
2%3
13.5ig7.
3x6 I v o 1711#
I IO 3x8 3X8 0 13,5149%
05 70 3x7
12 20 PLF
7-0-0 4-0-0 4-0-0 8-8-0 10-0-0
#2 P2 12 #2 02 FarcesIf-p)
1-0-0 W 2X4 2X4 37-0-0 2X4 2X4 1-0-0 BUILDING TYPE: Enclosed Residential
WIN
CODDE:SPEED: 1Standard10 Building Code (SBCCI 1991)
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area q
UPLIFT CONNECTION REQUIRED: -Ito AT EACH SUPPORT.
NET WIND PRESSURE BASED 04 DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS,
No trusses: I Maximum deflection occurred at bottom joint #3,
Maximum Live Load Deflection of .55* 110/16), Index-.527, (L/683)
Maximum Total Load Deflection of 1,019* (1-0), Index-,551, (L/4361
RECOMMENDED CAMBER: 55"
[ REV 5-1-93 (W1ND)4,,,-'
PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUM13ER TRUSS: 9 SPEC T-12
2000 2-0-0 LL TC 30 2X4 #2 DS SP EW FOR: TRUE TRUSS INC - SOS
OL TC 7 BC LUMBER 2X5 01 Ds SP PROACT: CENTEX 3705 B DATE: I Feb 1993 F
—WA75Tr- LL BC 0 WEBS LAYOUT 10: �O
nL BC 10 2X4 03 SP ADDRESS: SCA?
L I,BEP a EJ x_3.5 E I U a I:.Ln a n+l:nll _
u'. e ALL IE sl a+L E LL nG ID PL'c n1+uDJ5 a r` I11oC.AIES LAE AL 511-.CI IIE'1(1
S�'E 1 S .3Y •A/I•'H u71'_t_-'E C7�TE1+1 OP SJC+• IH-T I'E !I' -� Dnn(:EC D' F.1 U1EP 3/9 al rL•MJJD Sart ArHlla3, t/2' lw 11151 ALLA 11 61+ AI IL EcECI I r41 Cr IH
IS F •lu„En ALL3w 8t_[ 51PESS =LUES. ALL "LUES 115E0 5PO Si`C IlES APE 1101 1+EC::w1E IDE[ ID �_'•In E 1�'J55. -
111111; OH•MALL OP BP<C IHC- HE uOEPS SP<CED 10 0 C IHA/ tE1,PrPAP. BP<C 111^. $HC,JLG BE OD1E 01 <C. :E
FOP OE 51411 APf B>SEO On 'nE LaESi EnITIO'I vF rnE n<- G1 PECll• AeO:E A BDt iDI. CHDHG SPLICE. unl ES$U3TED OTHEPM ISE _UPRETIr iPi ePACpm uaG EPECI IGn P.'BL ICAr1715
11 DI)ll, Cf$131 5i>IIDAPO$ P:'9L 15^fD B� /Hf +1411DI1:1 1 ,-2:''1^. LrPP7:AL !1_,IJPERS; 'JCC 7347, 114 TCB 2174_ SC�C 11' ILL C:•HPPE$SIDfI fn!'.RD HEIIBEPS A55'JHfG T7 BE C3r1T 111'JD'JSL•15+ THIS GE$10TI CODF DRH$ TD C'JPPEIII 7Pj Df 51311 $PE�1f!'L-
FOPEST FPOG'JC IS =55JC1 AT fi1n 7251. 8VA FILE 86-125 ePACED 8-:ET "EP 3/6" :NIN.I PL:H000 SHEA TH 1113. 1/2' 71 Cris FOP METAL PLATE COrx IECTEO WOOD TPLg5E5 euC
21 1H IS DES1611 IS B>SEO 01] LLnP, C:iIIIIEC.TOP PLATES OIIL1 NI 1,115 IP'JSS HAS BEEII GESIC,+IED rrP 'HE L040IUC. 111IOWll 'H 111.1 DP/MALL 00 8P<CIIIG IIEHBE-5 5PACEO AT 16' 0 DUALI7( ST AIIDAPDS FDP IP�SE 5.
3! OO1 n IE I'50 PL AYES 51 ZES AnE BA SEG OIl A/IAL FOP CES Of IL•. 011 THIS DPAw I1* IU5I ALLAi1311 aIIG USF SHALL ;C11F(Pli ua/!, UNLESS HOTEO Or HEPwISE. 16+ VD HEI+BEP OF THE TPIJSS HA, BE OVI OP HOGIF IED 111 a H1,
Cor n1ECTOP cLATE S11E5 APE CALLED D_Ir xIGTH ;ACROSS SL07S: wl Lai 'HIS OESIC11 Id! ® IIIOICATES BEAFIII3 LO._ATIGn 17! SPECIAL HAITOLUIO CAPE SHDVLD BE TAwEll OUOP6 SSI Pc;up a
A B' LEI13 irr (ILOl+3 SLOIIS: u+C Tr+E DP EIIIATI 11 OF THE 9 THIS CESIDI+ I5 LPPLICABLE 10 S1IORTEP SPut IP;)SSES OF—'- _-------- ERECT IGIi OF rPJSSES SEE H18-91 FOP PErGHHEUD<'IGIIS
CALL, Oyu' IS_iML ILKCIL T! ^_�Tr�IA�LEnran _1nEgT_LCPl�L.4hPILc, I1D c.411�s'.+��T
-COIIF IGURAT 1011 AIIG LOADIIIG SPECIFIED BI, FABPICA IDP
-
ADDI TI011AL PLATING FDP HAIICL 1115 TRUSSES 15 PESPOI IS I B IL I I x OF FABP 17A TOP.
-THIS TRU55 IS DESIGNED ONLY FOR THE LOADS SHO/Ill, PROJISIOTi FOP IH
E
PPEVEUT ION OF P01JDDIG 14UST BE WADE AND IS IIOT THE PESPONSIBILIT, f
OF THE TPUS5 FABPICATOP 09 CLAPi.
�*-FALSE BOTT014 CHORD ITTGPHATIDI4
FALSE BOT 12-11-8 D14 LEFT VERTICAL SPACRIG•4-0-0.
USE 14111IH'U4 OF 214 PLATE FOP FASTENIIIG FALSE BOT CHCPO 'JEPTICALS.
USE 3x4 F4I11. FOP SCARF ON FALSE BOT CHORD,
TRUSS B0ITO14 CHORD ABOVE FALSE BOTT014 CHORD MUST BE ERA--ED IIITH 1<4
COAT. LATERAL BP ACING AT 2r O.C. NAY SPACING.
5-0-0 4-0-0 4-0-0 4-0-0 5-0�0 6-10-8 7-f-B
RUN .--.__.____.___.__-�__ ��_ _�______.___....____..__.___—.__._�RUN
f-1-7 1-1-7
l
Max Height 9-4-3 74 PLF
I
12
Q 6
10
6 C7 '� 3xa
1815
Tt \ I v o 18151Y (3.5171%
m f 9 3x4 5x6 3x7 f (3.517 1% i
v / N
56
3x7 x !J 6 20 PLF
6-0-0 4-0-0 8-0-0 5-0-0 6-10-8 7-1-8
Forces(L-P)
1-0-0 1-0-0
37-0-0 1 BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 no
MEAN ROOF HEIGHT: 13,
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 710 1 # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 1 THIS TRUSS ANALYZED WITH PPSA
Maximum deflection occurred 44" from the left end of bottom panel #3.
Maximum PPLive Load Deflection of .432" (7/16), Index-.353, (L/1020)
Maximum PPTotal Load Deflection of .677" (11/16), Index-,369, (L/651)
REV 5-1-93 (WIND)�Lf crr T
CLARY DIVISION PLATE TYPE: O.C, SPACING LOADING (PSF) TC LUMBER TRUSS: 37 0" H-13 SPEC T-14
ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - SDS
180, S. GSW PKWY. LL TC 30 BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993
GRAND PRAIRIE, Tx 75051 7.0 OL TC 7 2X4 4'2 N SP q�J
LAYOUT ID: F
(214) 660-3940 PLATEL LL 8C 0 WEBS � f
640 33.33 OL ac 10 2X4 03 SP ADDRESS: SCALIIIIE:i
MEMBER TRUSS PLATE INSTITUTE TOTAL 47 Cv py Ac uAv AF un7cn 1/8 11
�...iI Ir I.,_ !c,j �It 1,11 Imo: ,:LL 111 1. '.'I ,f,.I'!'1 '+I 1. IP F'E�1:�111 It IIJU'_'SL� I'I' -%" T UI_'.IE'.; 1-TE AL 1'^['.. 1•C I.P E'v
'-••-F-ITS_ I'.' /I':'� �'-F C'. I _ .._r I.k JI'Ir l:i.<L 1.
E C1:!! IIIr ),N" kl111 1'L:N1)0 '.1 IE A 11,(IVi f/1' fa' VIIS ILLLLtIGr1 SIR'.E�E�I(..-r � IF Ir�J�: C -
;S FS'nES, :cl Ll L ES "SEDH", SPL I CE�+ IOE II L,I "C__I-E LEL Ir,",_C'.111 [+III• GP'I'LL Ju Fr A'111 DEI+HEI+S SPACED 1C' 0 [ 4</ IEIaPr0AP, BRAC IIIG I—ILI,11 .111 Ili dC "I'^
FOP D�..I.,I = -SEC 01' 7 11 LATES! -O 171.11 :I THE Ila- GIBECTL: :EOvE A BOTTCi+ _n OnC SIL _E
JIILESS?),)TED CTnEPHISE COPREl,I IPI BRACIIIS A11G EPECII:tl P'JBL ICATI-S
TI Or1:L LE57�Fr STINr-'POS P'.15L 151E0 gr THE r 710—L 1 -2�:7^ A, 'L r,Ir+0E k5; .^3az, Fr,d T�_B 2011, SBC. 11; ALL COI+PPE 551 Cal Crl_'�RG MEMPE uS A55'JMEG i0 BE C:,r17lrl•J0'JSL r151 IH[S GES IGII COI+FORMS TG C'JOPENT ivi DE 51 GrI SPECIFIC i
FOPE<i ce0pgIS dS5J_IArTOrI %251. BOCd FILE 06-125 euAEEO e.E1n1En ?/e" 'I+I O.y rLV HOGO SHE ATM Ir'0 f/2' T1 GI15 FOP METAL PL RTE CG mECrEG MOGO TRUSSES u1G
21 iw15 CESI[-VI IS BASED DL1 CL APr COru IEC1DP ^L RTES OIIL/ PI TwIS iR•JSS MAS BEEII DESI GIIED clp TwE LTiRDII'G SwOHI' T+111.1 OD rH ALL 0P ftPAG IrIG kEMP.E RS SPACED AT 14' 0 C. DU ALlT/ S1AlID ADDS F;a TPU5SE5.
7' �Or uIECrOn cLd TES 11111 Ar.E BASED D'' dYl Al FORCES 0+'L+. OI' iw15 OPdH 111�, III
TALLAl1 CII n1IG 11 SwdLl CCAIFOnk 'I4d/i, 'n'LESS I10TE0 OTIIE PHI SE. IB! I'0 u1=r•BER CF THE TP�J55 Mar BE CUT CP r+OG it IED Ili d -
_TUIECTCn uL<IE SIZES ARE CALLED D-'1 xlGtw ;eGnG55 SL CIS:' Hi iw THIS GE51+1 12: IIIOIC.A TES BE dniHO LO=ATi:.II t%! SPE-1dL NAf iDI IIIG CA nE Sw0UL0 BE lAkEl' OUP II ri Sw;PPlll:'1-,�
B: LEI iTw I+L01': SLGIS• +1IG T+IE DFill AIl011 CF I'll 9 THIS DESI_�11 IS APPLIADLE TO 51ILHIE1' SPAIN 7PJSSES OF EPECTIGII OF IA'JS SES SEE r11B-91 FOP REC1I+wE110d1101.S
___,1 L(`C?LL=''�1_L3 I^f GiP�-TI�rI "F TnE PLAiE LEr'G in IGE'Ii ICAC LOAD IIIG Ar1U C011F IG'JRPII
Cu _
COIIFIGUPATIOH 4110 LOAGIIIG SPECIFIED B+ FLBPICATOP 1
-REPETITIVE 14EI48EP STRESSES HOT 'JSEO.
-AOOITIOrIAL PLATIrIG FOR HA1xx,IIIG TRV55ES IS RESPOn51BILIII OF FAgnI'.:A rLo'
-THISTRUSS IS DESIGIIEG OIILV FOP THE LOADS SHOWN PPOV151011 FOP THE
PPEVENTIOII OF P04101HE, MUST BE 14ADE 4110 15 ItOT THE PESPOIJSI81LITV
OF THE TRUSS FABPICATOP OR CLAP?.
.k-FALSE BOTTOM CHORO IrIFGPMATiOH
FALSE BOT 12-11-8 OH LEFT. VERTICAL SPACIIIG-A-0-0.
USE NIIIINUN OF 2x4 PLATE FOP FASTENING FALSE BOT CHGPO VEPTICALS.
1-0-0 USE 3x4 14111. FOR SCAPF On FALSE BOT CHORD
PUN 5-0-0 4-0-0 5-0-0 5-0-0 5-4-3 5-0-11 5-7-3 RUN TRUSS BOTTOM CHOPD ABOVE FALSE BOTTOM CHORD M'JST BE SPACED HIT, !,4
CENT. LATEPAL BPACIIIG AT /z' O.C. I4 AY SPA IIIG.
1-1-7 1-1-7
Max HBignt 10-4-3 l 74 PLF
12
12
1a151Y
1�+ 1815# (3,51 71%
Q '
m 9 5x6 3x8 3x4 I o (3,51 71%
3x7
I ( N i
5x6 620 PLF
30 12
I
1-0-0
5-0-0 4-0-0 10-0-0 7-10-8 B-1-8 Forc^SIL-P1
D BUILDING TYPE: Enclosed Residential
1-0-0 1-0-o
37-0-0 CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 mph t
MEAN ROOF HEIGHT: 13'
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: -7 Co <t AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS,
No trusses: 1 THIS TRUSS ANALYZED WITH PPSA
Maximum deflection occurred 50" from the left end of bottom panel 03.
Maximum PPLive Load Deflection of .55" !9/161, Index-.45, (L/801)
Maximum PPTotal Load Deflection of .862" (14/16), Index-.47, (L/511)
RECOMMENDED CAMBER: 47"
i
F 4✓1
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7r0" H-15 SPEC T-15 W
ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS
1801 S. GSW PKWY. 7'0 BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 r
GRAND PRAIRIE, Tx 75051 DL TC 7 2X4 #2 N SP
12141 660-3940 L L LL BC 0 WEBS LAYOUT ID: `OF�
595 33.33 OL BC 10 2X4 f3 SP ADDRESS:
MEMBER TRUSS PLATE INSTITUTE TOTAL 47 FXCFPT AS MAY BF NOTFn
ALL EE�l 'S'E !I :.OF
-'Ell!E I Ull ''L-IFS I'I j,, LF Ire I ALL F D I I ''I A-L Ll�1111 �H�IJTC 31,E110F - 1 111 1 11101Y11L I 111 1110I-ATES L-TEQAL I" 11e 11 i
112' I.A. Ills,ALL T'llA1,K)ERE.Tj�'j 51 lsc�
E 1aE F` B 1,8 EITHER A SIP E A I Him;, I'll,IR I
I S IL L .BSE L 11 1. 1'A L.1) E' 6 '"1' I'll-KII 1P1 'KII F1'.'Iml�ElIUEE 11, '�':11 tLItil SOR'WALL OR Bt�ACING TIElIflEPS 7fl-ED IC* 0 IN —A SnC�JLD BE OO11E 114 A 1 T
E lESS R BRAC
"G
Fon UEF-]Srl
IR, I I T11 LAIE
ST E01 T'1;�All T 0 1 r Dw - OPG SRL ICE. 'Jrj sTlIEPWISE CLI—EIII TP[ BRACI-1 A110 E�E-Tlcl� P.,LICATI-�
"c 0 EP S: "18" 2342, "A ".B 2014 C 'RE 551
Cll CHsR0 kElABERS -SS��ICE TO BE C011711JUIDJSL 5 hEsl", c', I F
-' eE?RCS IL5,12 1A
T 5fl L GES 1 11 S' 5 — I E T 11 L
I A ` WL
F .E , F.05 c's -5 .CIA,1 7,5 BO-A FILE 86-125 e-ICEr 81 EITHER �/B ?I�A15 P5-METAL PLATE C51111f- 0 CoC 7-US5E5 —5
TR
S A 11 EE" DESIGIIED .) OP/WALL OR BRA C t;41G"l4' oIT OU, ST 41OA-GS FD- T-USSES
2) e-�SNO C1,11 C51-JECtD- -LAIES C�-�Ll P) THIS js HAS
IG S110- III
L
3• PLATES SIZE5 --F BASED Ofj Aft" FORCES (TILI. Ol� THIS D-AN111C, P'S T ALLArl 5(1 0 U UILESS 1101EO OTHERWISE. 161 110 ILE14BE-GP THE TRUSS 14AI BE CUT On 14001rIEn PI 114
E sES
c r-L�-TE SIZES —E CALLED CUT WIDTH (ACROSS SLOTS: WI '-IS I�j 12' P�DICATES REAPING LOCAYI"l 171 SPECIAL AIIDLIIIG 04-E S-01JL0 BE 1'-EIPIEDJ-1115
'C" E 0 11TA I 9� T";W JSSES SEE 118_9 F R ��j,141115110111-S
131 LEII-,�',, —C, T PIE T 01�rF T�E S OE 51 r." 1 5 APPLICABLE TO SHDRTEP GP411 TP�)55ES OF ERECT 15(l OF TR C
JZE C�L-�11 Inc 7fFF111111 5F 1,F P1 ATF L!714,7 =11T IAL L0A0111-3 A CQ?)FfQJRATf'14. ------------------IGHFjGUA4TTCIIANO LOADIIIG SPECIFIED BV FABRICATOR
-:DDI I IC14AL PLAT 1115
11 5 FOR H,UJej_IIJG TRUSSES 15 PESPOIISIBILII( OF Ftf-I—T-
,jL,-FA1-5EBOTTC44CHO 011IF oPMATION SII
FAL, ,
E BOT 2-11-8ON LEFT VEPTICAL SPACTIIG-A-0-0
USE NIIIIIX-44 OF 2YA PLATE FOP FASTENING FALSE BOT CHOPO VEPTICL-S
USE 3, FOP SCARF FALSE SOT CHOPO
A 141". C41
TRUSS
B 0 TTOM CHORD ABOVE FALSE BOTTD14 CHORD M'jST BE BPtrED ?;7T,+ 114
6-0-0 4-0-0 5-3-14 5-2-2 5-5-0 5-3-4 5-9-12 CC14T. L A IEPAL SPACING AT 2' O.C. MAY SPLCU15.
RUN RUN
1-1-7
Max Height 10-7-3 74 PLF
12
D 5Y5
3+1 3x4
12
4
V 18150
181511 (3.5) 71%
I (3.51 71%
3x4
4xB x7 l 01
3x5 20 PLF
3.7 A 6
12
5-0-0 4-0-0 10-6-0 B-0-10 B-5-6
> BUILDING TYPE; Enclosed Residential
1-0-0 1-0-0 CODE: Standard Building code (SBCCI 1991)
37-0-0
WIND SPEED: 110 ffo
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 7&/ # AT EACH SUPPORT,
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
;SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 5 THIS TRUSS ANALYZED WITH PPSA
Maximum deflection occurred 52.5" from the left end of bottom panel #3.
Maximum PPLive Load Deflection of .604" (10/16), Index-.493. (L/729)
Maximum PPTotal Load Deflection of .946" (15/16), Index-.515, (L/466)
RECOMMENDED CAMBER: .51"
�>REV 5-1-93 (WIND)
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TO LUMBER TRUSS: 37'0" SPEC T-16
ALPINE ENGINEERED PRODUCTS Inc V LL TC 30 N SP ENG. FOR: TRUE TRUSS INC SOS
�2000 2-0-0 2X4 #2
1801 51 GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: I Feb 1993
GRAND
PP AIRIE. TX 75051 7.0 vLTTrTqU- INCSTL. FOR OL TC 7 2X4 12 N SP LAYOUT 10: OF
(21d) 660-3940 r
-- LL BC 0 WEBS ADDRESS:
542 OL SO 10 2X4 #3 SP SCALE:
MEMBER TRUSS PLATE INSTITUTE 1 33.33 TIT.1 11 1 —
V�E:I "Ill" C;It, , t
IS;r "'es, E
1 1, 1111 I-E titri l-1 BE w
Fla OfIll", I-E 615[O 01 "Z L T W C,I-ECTLI leo'( A 00-ffp� 'V 3.�� t)1 CE ",LESS lll�lfo"I"E"IfE
11 Cx+lLCESTIll STillriRDS PALfSl<O Of IKE 114ZICY"L 7t 2C10 A—P0111L lr. "A I' nIA, SPCC: wp
Ill ALL C! `lfssltCriGPG
`,EOf-S IOSE COOTJIfJO'.4L115I IlItS OESI
0,"(S I OIIODJCt!i ASS�,CIkT;OIl 4Z51, BOC! FILE N6-1" 50ACko el EllIlf. ,/0 ll
' SIlEAT-V* I/2' tig's .ETA L
2i Iw[5 OESIO'l 15 8.90 01- ClAtll "
COMECTO-
TO- OLAIES VAL I el --I$ Twjqs-IS af Ell ofs�"AlED FIA, ItIF 111 ll,(� PPICIlIr llfeE-5 STACEO At 16- 1 ST"JOA005 FA 1-kri-
4 A A 1 UKES4i OTEO 'j?.EANI SE_ Ill Iq WE""a v TIA Twiss W" w cut
01 �fyptc'04 "I L FO-CES it• y1 I�IS EP S LL
HE 11 1, 4
L 1111" 11-11 St 11 1 1,OF S1,11, POIC ,�,411S REITP0rA117AI 7. SPECIAL"'MIDLI'll CA-( S',0"" 6,
DS4.0 n-111,
6, kGISI AIC -f OPI(I'll"'KII CA I-E S OESJ�'O ISAPrL1CkPLf TO',,O0TFP �,P TP�rSEC DF C PTECTIJ'OF Wjsses Me -Ib-91 "',l
f_LUL_L0,9 Ll E_JLX� I IW!_ --------
COW
-40DITIOI44L PLATO* FOP HOCLING (PUSSES 15 FIESPD1618IL1T1 CW
-AlITICIPATED HOPIZOilTAL Nr)lvEf4EIJT LRIDER TOTAL LOAD 079'
5-6-0 3-0-0 5-2-8 6-9-8 5-5-0 5-3-4 5-9-12
PUN RUN
1-1-7 1-1-7
max Haight t0-7-3
74 PLF
12
5X5
12
C7
9# 11460
674# (3.5164% (3,5145%
[3,5126%
3,
M 5X5 5xe 3x6 3-5 3x5
20 PLF
315 3,45 3,45 r-,-
12 12
3-0-0
5-6-0 13-2-8 5-9-8 0-0-108-5-5 T' iL
IN BUILDING TYPE: Enctosed Residential
37-0-0
1-0-0 1-0-0 v
CODE: Standard Building Code (SOCCI 1991)
WIND SPEED: 110 q�h
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: IM # AT EACH SUPPORT,1
NET WIND PRESSURE BASED OR DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 6 THIS TRUSS ANALYZED WITH PPSA
Maximum deflection occurred 44.23' from the left end of bottom panel #6.
Maximum PPLive Load Deflection of 108' (2/16), Index-.139, (L/2572)
Maximum PPTotal Load Deflection of 159' (3/16), Index-,146, (L/1643)
rj>REV 5-1-93 (WIND) Ata
!CLARY DIVISION PLATE TYPE: 0,C, SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0* SPEC CATH T-17
eNGINEERED PADOUCTS Inc Y2000 2-0-0 LL TC 30 2X4 #2 N SP ENG, FOR TRUE TRUSS INC - SOS
7
7 0 OL TC 7 BC LUMBER 2X4 #2 N SP PROJECT: CENTEX 3705 8 OA TE: i Feb 1993
STC_ LL SC 0 WEBS LAYOUT 10:
OL OC 10 2X4 03 SP ADDRESS:
33.33 SCALE
TOTAL 47 EXCEPT AS MAY BE NOTED i 1/8
,
` .
1JD DES]�11 -AE E.-EED ON 711E LATEST EOTTIDII 7 I"E 114- GIFIECT1.1 �BOIE 1. SPIICE. jIlLESS 1101ED CTIlEPWISF CUPPE"T TPI BPACIll',A$�,EPE-11 Stl-8L C' "S
21 1-15 DE51c" 1 5 2-'SED C', CLAD' CSINIECTI). DLATES�tkl @j THIS TDJ5S HAS eEEII DE51CIIED FCAI THE LQAD1j;G SHDWI OQ WALL 8FIACIN E E s SlD IT 16' o c. OUIL I T Ilo ADDS F 5ID TqU5SES
ITIECTC;. DL.;EcSSZ17ES,.1EECBISEC;011, Y;, FO,IE!,01 -DrITT TISIO 4EW1115� IFISTALLAT1511 AIID USE SHALL CCI.I4 IIAYI DIILE55 TIMED OTHEDWISE. 14 E OF THE T-USS 141, BE CLT C;D 1,0GIIIED P,
_400 A BPI-iTrP
-ANTICIPATE H P I ZON TAL MOVE14E I T VJDER TOTAL LOAF, 152'
Wax Height 3-10-3
12
12 248# 246#
_57x 5
ry
193# 82# 193o
ol 19,3
'x' id-
3x5 12 12 3X5
20 PLF
14-0-0
BUILDING TYPE: Enctosed Residentiat
CODE: Standard BuIlding Code (SBCCI 1991)
WIND SPEED: 110 no
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 1-2-0 # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REOUIREMENTS.
No trusses: 3 Maximum deflection occurred at bottom joint #2.
Maximum Live Load Deflection of 154" (2/16). Index-.331, (L/09i)
Maximum Total Load Deflection of .242" (4/16). Index-.346, (L/694)
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSr) TC LUMBER TRUSS: 14'0" CATH T-18
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TIC 30 2X4 #2 N SP ENG. FOR* TRUE TRUSS INC SDS
iBOJ S. GSW PKWY. 7.0 BC LUMBER PROJECT: CENTEX 3705 B DA TE: I Feb J993
RAND PRAIRIE. TX 75052 OL TC 7 2X4 #2 N SP
' (214) 560-3940u � o �� °'= "^
} P^—` —^— F INC. FOR ~^ >c� BIC /o c
| ax� *a s� |^nonss
|�woE" ,"vs PLATE INSTITUTE | 348 | ss'zx |`u,� 47 | ,,�, °" ,,, "" -T- | --� | SCALE: | ���
%C), II::E_Ic t-'ES tit-L BE 11E I:L_ED S r ;'!_n.L• 011 1 .LL 1E115 11C' -C E BE S t'S aEI-. Ip BE'E )I 11rWJ'ISIr I31 J IIrDI-41ES LA(EP-'L EPt-H
-E-IFS :.Y - 1,_'n••[ LO 1I El.t 7P 1 r -IDPO E BE- '1
_ BneCED fl, EI i..En 7/e In111! rL�M7]0 S�EeTwllly. 1/2' ISI 11151 tlllri�+l tIIG EcE:ti'u;;r TNc J55. ._
IS :r .,'Sr. :L L.-.-rN-E SIPESS rAL'.)ES. ALL /CLUES 'JSED 6 1';P CnrnC SPLICES APE IIOT PECC14I+FIIOEG 10 !'i_C,'P 114111: DPVHALL Ju Bntr116 HEIIBFnS SPACED 1C' o c 1w AA, IEHPGPAP, ePACIN9 sH0'JLC'BE DO'
IH aC-;PC E -Itn
rr. CE SI:I _'P_ B--EC Orr 1..E LATEST EDITIDII CF TnE llt- CIPEC7L, Aa?:E t BDIT•Cw CHDPD SILT .1r4 E55 N3 rE0 STIPMISE CUPPEItT TPI BP AC 111G Al 10 EP EC IIi,14 P•JBL IC a1I.r:S.
I IOI1aL CES:511EST:nLtPDS P_rBIISnEO B, THE rIe11 D1IAL 1 -2:'9^ <PPPD'J tl II'JHBEPS: _IBC 23e 2. 1140 TCB 2C1t. 5B(. Ii:' ILL CGMPPE SS ICd+ Cnr,PD HE MBE PS a55'JHED T7 BE CDNT IrrJO'JSL x151 THIS GFSleri COr+F OPwS T•i C'JPPENi TPI DESI',n SPE-IE1C1-
r/,cL SI rc0f,:C I; t55,':'ATIUIr ' '257. 90CL FILE Fl6-125 BnACED Be Elt11En 3711^ :Hj1I. PL+N300 SHEATHING. 172' TID115 FOP METAL PLATE C:,11UECTEG MOST) TRUSSES A!,r.
?I TH 15 OE 511+1 IS FltSEO C�1 ;.L'.nr C:,111 IF.Cr On rl tTES OI IIF F!1 11115 TnUSS HAS BEEN DE51GIIED r0n 11,E 1Gt011IG SHDM11 :w lN.l OR rM nLI. On BnALING of'BEPS SPACED AT 16' 0 f. OUcl llr 574110 APG$FOR TRUSSES.
Pt",IE3 517E5 tnE BASED Orl 11AL 11n1E1 I'll r. Ou Tr11S Dn AMING. IIISTALLATIG11 Ano USE $HALL Lf+m-.N. ntA Yl, UIILES5 nOTED OTHE PMI SE. 16! 110 ME HBER Oc THE IFIUSS MA BE CUT 0 HOGIF TEO In "I H
C Y n1EC1-.n nrE 517ES tr•F. Cr.I LEO D'J7 MIGHT ;aCn:",55 a.Ot S: MIN+ tH15 Of 51."+r 12! @ jrgtj[AIES OEAn lrr:;I.JL't ilrrr 171 Sl'CIAL HArICE EN3 CAPE SHOIxD BE raH Ell GUn11I; Sn fnn llr: tllpl
B• LEAF,I,. Ial rn l�. •:l.Cl tr,E JPIE1111T1311 CF 111E 4 HIIS DCi1!'", IS tl'PL ICABLF 10 S,,oFifn 5rnN lr'SSCS Hr Oil EnEC110N OF tFIUSSES SEE n10-91 f0P of C' E110AtI0115
_c.I5E4,I LaLl LIL llt_LF,F_I�L_----ItCLI1.LcAL LCAPIIGLA j?2-S.9LIEFI_JRAI I4L�---`--------- -�--- -- ----
-COIiF IGURAi1Cll ANG LOAD IIIG SPECIFIED Be F48PICAtOP
-AOOITIGIIAL PLATING FOR HA HOLING TPU5SES 1S PESPDNSIBILITr of FABPICATGF.
-THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHO/In, PPO/1510N FOR THE
PREVENTION OF PONDIFIG MUST BE MADE AND IS IIOT THE RESPOIISIBILIT+
OF THE TRUSS FABRICATOR OR CLAP'(.
-AIITICIPATED HOPI20fITAL HOVENENT IITIDEP TOTAL LOAD - 423'
YL -FALSE BOTT0f4 CHOPO INFORMATION
F FALSE BOT 7-0-0 ON LEFT. VERTICAL SPACING-4-0-0.
USE II IIJ II4Uf4 OF 2r4 PLATE FOP FASTENjIIG FALSE BIT CHGPC VERT[�AL S.
USE 3x4 AMI, FOR SCARF Oil FALSE BOT CHOPG.
TAU55 BOTTOM CHORD ABOVE FALSE BOTTOM CHOPG MUST BE BRACED HfTH f.e
2-7-0 2-9-11
RUN d-5-0 3-1-3 3-1-3 4-6-0 4-6-0 5-10-8 6-1'e RUN CONT. LATERAL BRACING AT ZA O.C. IUY SPAC IIIG.
1-1-7 12 12 12 #2 ( 12 #2 #2 1-1-7
74 PLF
Max Height B-4-3
12
Q 6
2811' 3330 384#
3x4 l/(�S S 2180
7 X
2180 4330
,jy.FJ 210# \
12 \
6 � 3+p 248Y ` \ �'� 216#
n b+6 ;�
m N F " ��``\ 15+# 67# 711 90# 135# 149) 1171 580
a]
41# 17120
9'AA a (3.5)57
3x0 1 v 1 0 1711►
IZ 4x5 3xB n 3x7 1 0 13.5149%
axeIv
M 1 I,
ry 3x5 ti
3x8 -a 3,58 20 PLF
12
2-7-D
4-5-0 4-5-0 4-6-0 9-0-0 5-10-8 5-1-8
#2 #2 02 #2 #2
1-0-0 2x4 2x4 2x4 2x4 2x4 1-0-0 FOrc-s R-P)
37-0-0 BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 no
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: _7&1 # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 1 Maximum deflection occurred at bottom joint #3•
Maximum Live Load Deflection of .624" (10/15), Index-.506, (L/712)
Maximum Total Load Deflection of .978" (1-0), Index-.529, (L/454)
RECOMMENDED CAMBER: .53"
REV 5-1-93 (WIND) /��� G
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-11 SPEC T-13 n �
ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-02X4 #2 DS SP ENG. FOR TRUE TRUSS INC - SDS
SBO1 S. GSW PKWY. LL TC 30 BC LUMBER PROJECT: CENTEX 3705 8 DATE: 1 Feb 1993
GRAND PRAIRIE. Tx 75051 7'0 DL TC 7 2X5 #11 D5 SP Ft l
(214) 660-3940 L LL SC 0 WEBS LAYOUT ID: "f
MEMBER TRUSS PLATE INSTITUTE 33.33 DL BC 10 2X4 /3 SP ADDRESS: SCALE:
TOTAI 47 .r .— -1 .1111.. fJ IUI
1/R
v
PSR-3944
8869"',
Innr
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH
- _ PERMIT INFORMATION -» - LOCATION ; INFORMATION
1 t N 1 r° 58 Address, 1668 LI
NfCSIDE COURT NOPT
Per-ralt Type: BUILDING ATLANTIC BEACH, PLxORIDA 2 ::�
f Work..* NEW ---, LEGAL DESCRIPTION ------" _---
1,"crus t r; Type—. WOOD FRAME Lot : .127 B l ick: Sect i o
Propasts�d Use : SINGLE FAMILY:
Township : RN
Dwel l ings 1 Code° 0Subdivision: SELVA LJNKS DE #2 4.p
-ztimated Value,
�F i9
. . { FIATION = w _--- APPLICATION FEES -
ESTATE PERMIT $513, 00
. ddr - OINT DRIVIE U Y8 IMPA ' FEES 430 0
r
L r FLORIDA ���r ' i � o
FEF
5 511
RADON GAS
C} NFORMA ,,N RADON CAB 5% S
ff
THPOIN'i' I IV
'SEWER TAF $0.00
A'- ILLS, FL 116 ICTI0SS CONNECTION S 35 .00 -;
Type: 54 SEC H,JMPACT-PSE
CONST.SURCHARGE '
NOTES:'
1
1
NOTICE—ALL CONCRETE'DORMS AND FOOTINGS MUST 113E INSPECTED BEFORE POURING j
SIX MONTHS AFTER DATE OF,ISSUE,
PERMIT VOI�
4UILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST 819
CLEARED UP AND HAULED AWAY BY EITHEk CONTRACTOR OR OWNER
�4
"'FAILURETO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
:THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS."
IA , 44 ACCORDING TO APPROVED PLANS W1_HICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR
_.r
: ►00 ATl N Qiw APPLICABLE PROVISIONS OF`1LAW.
A'T'LANTIC ACH BUILDING EP RTME ���� ��� �; ��'� `I��I" UZ2&'
J�� � `
. .
'4y _
3-7'0 J'
3-7
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address (Aj CT e)
Date
Heated Square Footage $36t- per sq ft = ' i J
Garage/Shed 2-5- @ $ ef per sq ft = $
Carport/Porch $ 13. 0 0 per sq ft = $ (47 l'(
Deck @ $ per sq ft = $
Patio @ $ per sq ft = $
TOTAL VALUATION: $ r 3
To al Valu ion 1st,
�
Remaining Value per thousand
or portion thereof
TOTAL BUILDING FEE $ 3 .3 2
+ 1/2 Filing Fee
Fireplaces @ $15.00 $
BUILDING PERMIT FEE $
WATER IMPACT FEE $ Ll 3n , O'D
SEWER IMPACT FEE $ 2. 0 V
WATER METER/TAP $ 010
CAPITAL IMPROVEMENT $
SEWER TAP
RADON (HRS) .0050 $
SECTION H PAVING $ 16
HYDRAULIC SHARES $ -0 -
CROSS CONNECTION $ 3 S-. 0)
SURCHARGE .0050 $ 4, t
OTHER $
GRAND TOTAL DUE $
ADDITIONAL PERMITS OR FgES: Mechanical_; Plumbing_
Electric/New Electric/Temp_;SwimmingPool
Septic Tank- Well Sign_Finish Floor Elevation
Survey ; Other_
CALCULATIONS and/or NOTES:
?ROPERTYCITY OF
.OESCRIPTIOM
_ot *_ /_ Q_glock • Section I 716 OCEAN BOULEVARD
-- -- -' 1994 P.o.Box 25
t ATLANMC BEACH.FLORIDA 122»
subdivisions C Jr V p L 1
TELEPHONE IS+Op 219-2.195
g
7Ading and Zoning
street flame j(� 1 ( N DESCRIPTION OF MORK
Ir Address I ' ham+ ( N 1��
It in a FLOOD HAZARD
•lood Zonesarea complete page 3.
Brief c �• r
Descriptions J 4L ^t �V� V<, g
Cleee of Mork:
(New/Remodel/Addition) IV Ci�J
--------------
:OHING INFORMATION
Tope of
• Construotionssi � S
:ening Proposed
listrict3___�--Uzw3 - Estimated Value g
:xceptions or Materialet
ariances Granted• -------"� _--------------
Solid or
------ Filled
09
Ground-_- _T_n-,—Roof���----�
OWNER INFORMATION `�
Method of Heating: �?-S_ C._4 _
Property Qwner�� �° -- � '.�_ ��A -_ Phones /� r �l
nailing t C� �*- -------- `
Address_b�? O t.� ,.�n P ns �o—
S ----- Zip I t ----
CONTRACTOR INFORMATION
�
Contractor� �%tL _`-f F S / -- --_-- Phones_--- �1
Hailing 7`7 /
Address I 6.C. =Q _ U Q !r-- -----------
_ �i_ s }N_ ° / ---------—-----
zip:
� ('l � -- Expiration
Llconse Numbel'I__c,V vim._ �.S-------------- Dates
I NE*98T C[RTIrY THAT I NAT[ READ AMD "ANINCO 710119 APPLICATION AND -NOM TMC SAM[ TO AC TI"
AND CORRECT. ALL PROVISIONS OP TNk LAMS AND ORDINANCES GOVERNING TNIS TY►E Or WORK WILL DC
^ CONPLICO MIT-. MN[TNER lPCCIrzeD -[REIN OR NOT. TUC GRANTING Or A PERMIT DOES NOT P*C5URC TO
`1
�r OSYt AUTNORITY TO TIOLAT< OR CANCEL :.TNC IROVISIOMQ OI ANY rEOERAL. STATE OR LOCAL PULES.
ORDINANCES.,� -*.-♦ REGULATIONS. ORDINANCES. OR LAM? IN ANY MANNER, INCLUOINO TUC GOV[RNIMO Or COMSTRUCTION OR THE
• PCRIORMAMCC Or CONSTRUCTION D/ TN[ DCCT, I UNDERSTAND TNAT TUC ISSUANCE Or TMTs PCRnIT is
CONTINGENT UPON TN[ ADOVC IWORM IOM [IN TRUE AND CORRECT AND TNAT TUC PLANS ANO SUPPORTING
DATA NAVE e[CN OR 8NALL• OC PROP CD A RE CD.
F �� ,► , �� Ovner Signature _ --V, ---
Tr - --- ---__D.t• �� --
J
t r �
v 4 --
a,F;-;• ContraatoSi nature -_ ---—-Date_----__
CITY OF ATLANTIC BEACH
Fixture Unit Worksheet for Water Impact Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR
EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER
SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS
PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND
WATER CLOSET, LAVATORY & BATH (8)
TUB OR SHOWER STALL (6) /
WATER CLOSET
C,PWATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
BATHTUB/SHOWER (2) URINAL WALL LIP (4)
SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1)
SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2)
LAVATORY (1) J COMBINATION SINK AND TRAY (3)
WASHING MACHINE (3) POT, SCULLERY SINK (4)
DISHWASHER (2) WASH SINK EACH SET OF
FAUCETS (2)
KITCHEN SINK (2) DENTAL LAVATORY (1)
/ KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1)
GRINDER (3)
BIDET (3) URINAL STALL, WASHOUT (4)
FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH
FOOD DISPOS. (4)
URINAL, PEDESTAL, SYPHON JET ( DRINKING FOUNTAIN (1/2)
BLOWOUT (2)
LAVATORY, BARBER/BEAUTY ICE MAKER (1/2)
SHOP (2)
SURGEONS SINK (3) j7 LAVATORY, SURGEONS (2)
JACUZZI (2) URINAL STALL, WASHOUT (4)
TOTAL FIXTURE UNITS � � @ $20.00 EACH � �✓20 oo
JOB INFORMATION / 6 AJO
V00 8 9 0P6 J 14 5 5` 171 NAN CIA%PRINTIW4 0>~
N OFFICIAL RECORDS
N
�ofice vE �ommencemen�
(►0.VARt IN OV►LICA([)
(14
Q) ,
To whom It may concern:
> The undersigned hereby lnforms you than lmprovementa will be made to certain real property, and In
0 accordance with section 113,13 of the Florida Statutes, the following information is stated !n this NOTICE
x
OF COMMENCEMENT,
ro � G o ► .,-d= 5�
Description of property 2' `-•�~•�"-
46 � 9 � � �j Y-,Sf e-1 (\-�--A
c According to plat thereof recorded in plat #gookpages
------------------------------------------------•----................................................ --- - ----------------
of the current public records of Duval County Flor da.
NGeneral description of improvements ....------------............... ---•---•---•----
W Construction of Single Family Residence with Garage on concrete slab
Q --------------.......................................I.......................................................
s� Centex Real Estate Corporation Attn: Arthur Day
COwner -----------------------------.................................................................... ...
•,4
0 6620 Southpoint Dr . S . Suite 400 Jacksonville Florida 32216
Q' Address •.........••..""..
Fee Simple
0 Owner's Interest In site of the improvement .............. ................................ ............
(n
o' Fee Simple Title holder (if other than owner)- -----------------------------------_........................... �p
Name ------------------------------------------------------------------
--•--..................-.........
CD
a, Address ------------------•------------ ----------------------------•---•---•------•-•--•---------- -.
m same as owner
Contractor ------------------------------------------------.----------------------- •----•---- �-
E~
Address -----------------------------------------------------------------------------------------------7.."( CT
00 Surety (u any) --------------------------------------------............-------.......---------------------
G
uAddress ------------------------------------...................•---------Amount of bond 5-------.------
Nomc and address of any person making a loan for the construction of the Improvemestts,
saName ----------------------- ........................................................................
Address --------------------------------------------------------------------------------j-----------...
f
c:
None of person within the State of Florida, other thin himself, designated by owner upon whom notices or other doeumntncs,
may be served: —
Metropolitan Title & Guaranty Co
Name ------------------------------..........-........................................—.................. t-
6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216
Address -----------------------•-..........................................-•---•.--..._.-................
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as
provided in Section 713.06 (2) (b), Florida Statutes, (F111 in at Owner's option), I
,
Name ------------------------------------------ ----- ----------------------------------------
FE-OODPLAIN DEVELOPMENT INFORMATION
A
Type of Developments
Flood Zones
Required Lowest Floor Elevations 0-3
IS building is located Within a flood hazard zone, a survey must
be 'mad* AFTER THE BLAB HAS BEEN POURED, certifying that the
LOWEST FLOOR ELEVATIDU is equal to or above the base flood
elevation established for that zone.
No final inspection Will be wads► and no certificate of occupancy
vill be issued until the survey is on file With the Building
Department,
COMMENTS:
Applicant Acknovledgemonts Y understand that the issuance of
thin permit is contInigont upon the - above information being
correct and that the plans and supporting data have been or shall
be provided as required. I agree to comply with all applicable
provisions of Ordinance No. 23-7-11 and 11 other lave or
ordinances affecting the proposed develops t.�
Date _ _Applicant's Signature------------ - ------------
-------------------------------------------r--------
Department Use
Rwquired Lovest Floor Elevation ___________
Aq Built Lovest Floor Elevation
Survey Filed Filed with Building Department ...........
--------------------------
- -
BuildingDepartmentRepresentative
• page 3
A -
SERIAL # 5411
* RESMANUJ(c)
WHOLE HOUSE
HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES
(BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. )
-------------------------------------------------------------------------------
NAME :Lot 127 Selva Linkside
ADDRESS : 1668 Linkside Court N
CITY :Atlantic Beach, Fla 32233
OWNER :Centex
BUILDER :Centex
Conditioned Floor Area : 1507 SF
* Climatic Conditions & Design Conditions
----------------------------------------------------------------------------
Geographical Location : Florida I 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 22009.41 STRUCTURE SENSIBLE 10210.41
MECH.VENT- 100 Cfm 2090.00
SENS. + MECH.VENT : 12300.41
TEMP.SWING @ 3 DEG. : 1.00
OCCUPANT/APPLIANCE 3000 .00
DUCT LOSS 1100.47 DUCT GAIN 1530.04
TOTAL LOSS/BTUH 23109. 88 TOTAL SENSIBLE 16830.45
TOTAL LATENT 7499.79
--------------------------------------------------------------------
20% OVERSIZE FACTOR 4621 .98 20% SENS.OVRSZE FTR: 3366.09
ACTUAL + 20% OVERSIZE: 27731 .86 SENS. + 20% OVERSIZE: 20196.54
--------------------------------------------------------------------
* 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 O A D C A L C U L A T I O N
TYPE Inside Shade Sc 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 6.00 174 .00 276.00
West Double Clr Drapes/Blinds 1 15.00 435.00 690.00
South Double Clr Drapes/Blinds 1 24 . 00 696. 00 600.00
South Double Clr Drapes/Blinds 1 5.00 145.00 125.00
South Double Clr Drapes/Blinds 1 4 .00 116.00 100.00
North Double Clr Drapes/Blinds 1 42 .00 1218.00 672.00
North Double Clr Drapes/Blinds 1 10.00 290.00 160.00
North Double Clr Drapes/Blinds 1 20.00 580.00 320.00
Infiltration : Winter Htm ( 31.84 ) x 132 .00 4202 .88
Infiltration : Summer Htm ( 7 .73 ) x 132 .00 1020.36
------ --------- ---------
Window Frame : Metal SUBTOTALS: 132 .00 8030.88 4239.36
R-Value Area Loss/Btuh Gain/Btuh
WA L L S----------------------------------------------------------------------
Wood Stud - Ext. 11 995.00 3582 .00 2487 .50
Wood Stud - Adj . 11 197 .00 709.20 334 .90
--------- --------- ---------
SUBTOTALS: 1192 .00 4291 .20 2822.40
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( 31 .84 ) x 39.80 1267 .23
Infiltration :Summer Htm( 7 .73 ) x 39.80 307 .65
--------- --------- ---------
SUBTOTALS: 39.80 2056.29 495.81
CE I L I N G S----------------------------------------------------------------
Under Attic 30 1493.00 1940.90 2388.80
Under Attic 30 165.00 214 .50 264.00
--------- --------- ---------
SUBTOTALS: 1658.00 2155.40 2652 .80
FL 0 0 R S--------------------------------------------------------------------
Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00
* TOTAL STRUCTURE SENSIBLE *
-------------------------------------------------------------------------------
22009.41 15300.41
-------------------------------------------------------------------------------
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for EPI= 96.0
DCA Form 600A-93
or Form 600B-93
0 10 20 30 40 50 60 70 80 90 100
--------------------------------------X-- I
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
WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I
INSULATION. . . . . . . . . . . . . . . . . .
R-10 R-30
Ceiling R-Value. . . . . . . . . 30 .0 I --------------------XI
R-0 R-7
Wall R-Value. . . . . . . . . 11.0 I --------------------XI
R-0 R-19
Floor R-Value. . . . . . . . . 0.0 IX-------------------- I
AIR CONDITIONER. . . . . . . . . . . . .
10.0 SEER 17 .0
SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- i
HEATING SYSTEM. . . . . . . . . . . . . .
6.8 HSPF 12 .0
Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I
WATER HEATER. . . . . . . . . . . . . . . .
0.88 0.96
Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I
0.54 0. 90
Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I
0.40 0.80
Solar EF. . . . . . . . . . . . . . I --------------------- I
OTHER FEATURES. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
I certify that these energy saving features required for the Florida
Energy Code have been installed in this house.
Builder
Address: 1 �� �r,�/�� �P b2 Signature: Date:
city/zip VLA& � t���► � �'y� -3-7
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 600A-93 Residential Whole Building Performance Method A NORTH
PROJECT NAME: Lot 127 Selva LInksi BUILDER: Centex
AND ADDRESS: 1668 Linkside Court PERMITTING CLIMATE
Atlantic Beach Fla OFFICE: Atlantic Bea ZONE: ll_I 21_1 3I
OWNER: Centex PERMIT N0. JURISDICTION NO.261 00
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 .
5. Conditioned floor area (sq. ft. ) 5. 1507 .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.Osgft 132 .00sgft
b. Tint, film or solar screen 8b. O.Osgft O.00sgft
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft
10.Net Wall type area and insulation:
a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 .00, 995 .00sgft
b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11 .00, 197 .00sgft
11.Ceiling type area and insulation:
a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sgft
12 .Air distribution systems
a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond
13.Cooling system 13. Type: Central A/C
SEER: 10.00
14 .Heating System: 14 . Type: Heat Pump
HSPF: 6.80
15.Hot water system: 15 . Type: Electric
EF: 0.90
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. 95.97
a. Total As-Built points 19a. 27190.26
b. Total Base points 19b. 28333.01
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
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
this building will be inspected for
PREPARED BY: 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: C,
DATE: - DATE: 1 -
Department of Community Affairs SN: 5411
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 600A-93 Residential Whole Building Performance Method A NORTH
PROJECT NAME: Lot 127 Selva LInksi BUILDER: Centex
AND ADDRESS: 1668 Linkside Court PERMITTING CLIMATE
Atlantic Beach Fla OFFICE: Atlantic Bea ZONE: ll_I 21_1 31YI
OWNER: Centex PERMIT NO. JURISDICTION NO.261 00
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 .
5 . Conditioned floor area (sq.ft. ) 5. 1507 .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.Osgft 132 .00sgft
b. Tint, film or solar screen 8b. O.Osgft O.00sgft
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft
10.Net Wall type area and insulation:
a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 .00, 995 .00sgft
b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11 .00, 197 .00sgft
11.Ceiling type area and insulation:
a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sgft
12.Air distribution systems
a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond
13.Cooling system 13. Type: Central A/C
SEER: 10.00
14 .Heating System: 14 . Type: Heat Pump
HSPF: 6.80
15.Hot water system: 15. Type: Electric
EF: 0.90
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. 95.97
a. Total As-Built points 19a. 27190.26
b. Total Base points 19b. 28333.01
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
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
this building will be inspected for
PREPARED BY: 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: 94P/A BUILDING OFFICIAL:
DATE: DATE: - �-
** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST **
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES.
-------------------------------------------------------------------------------
Windows 606. 1 Maximum of 0.34 CFM per linear foot of operable sash
crack (includes sliding glass doors) .
-------------------------------------------------------------------------------
Exterior & 606. 1 Maximum of 0.5 CFM per sq. ft. of door area: solid
Adjacent Doors core, wood panel,insulated or glass doors only.
-------------------------------------------------------------------------------
Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other-
& Cracks wise sealed.
-------------------------------------------------------------------------------
PRACTICE #2 606. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING:
-------------------------------------------------------------------------------
Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier
& Floors installed. Sole plate/floor joint caulked or sealed.
-------------------------------------------------------------------------------
Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface
& Ceilings caulked, sealed or gasketed.
-------------------------------------------------------------------------------
DuctWork 606 . 1 Ductwork in unconditioned space must be sealed.
-------------------------------------------------------------------------------
Fireplaces 606. 1 Equipped with outside combustion air, doors and flue
dampers.
-------------------------------------------------------------------------------
Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see
606. 1 .A.2 .
-------------------------------------------------------------------------------
Combustion 606 . 1 Combustion space and water heating systems provided
Heating with outside combustion air, except direct vent
appliances.
-------------------------------------------------------------------------------
** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) **
-------------------------------------------------------------------------------
Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-11.
Switch or clearly marked circuit breaker (electric)
or cutoff (gas) must be provided. External or built-
in heat trap required.
-------------------------------------------------------------------------------
Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar
& Spas heated) . Non-commercial pools must have a pump timer.
Gas spa & pool heaters must have a minimum thermal
efficiency of 78 percent.
-------------------------------------------------------------------------------
Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal-
lons per minute at 80 PSIG.
-------------------------------------------------------------------------------
Air Distribution 610 . 1 All ducts, fittings, mechanical equipment and plenum
Systems chambers shall be mechanically attached, sealed, ins-
ulated and installed in accordance with the criteria
of Section 610. Ducts in unconditioned attics must
be insulated to a minimum of R-6. Air handlers shall
not be installed in attics unless in mechanical
closet.
-------------------------------------------------------------------------------
HVAC Controls 607 . 1 Separate readily accessible manual or automatic
thermostat for each system.
-------------------------------------------------------------------------------
Insulation 604 . 1 Ceilings minimum R-19. Common Walls - Frame R-11 or
602 . 1 CBS R-3 both sides. Common ceiling & floors R-11.
-------------------------------------------------------------------------------
SUMMER CALCULATIONS
BASE ___ __= AS-BUILT
GLASS----------------
ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS
-------------------------------------------------------------------------------
N 72 .00 65 .8 4737 .6 DBL CLR N 42 .0 38.3 .94 1514 .0
DBL CLR N 10.0 38.3 .94 360.5
DBL CLR N 20.0 38.3 .94 720.9
S 33.00 65.8 2171 .4 DBL CLR S 24 .0 66.2 .91 1448.6
DBL CLR S 5 .0 66.2 .91 301.8
DBL CLR S 4 .0 66.2 .91 241.4
W 27 .00 65 . 8 1776.6 DBL CLR W 6.0 79.7 .95 454.8
DBL CLR W 6.0 79.7 .95 454.8
DBL CLR W 15.0 79.7 .95 1136.9
-------------------------------------------------------------------------------
. 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS
AREA AREA FACTOR POINTS POINTS POINTS
--------------------------------------------------------------- -------------
. 15 1,507 .00 132 .00 1 .713 8,685 .60 14,874 .09 6,633.64
---
NON GLASS------------
AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS
-------------------------------------------------------------------------------
WALLS----------------
Ext 995.0 .9 895.5 Ext Wood Frame 11 .0 995 .0 1.70 1691.5
Adj 197 . 0 .7 137 .9 Adj Wood Frame 11. 0 197 .0 .70 137.9
DOORS----------------
Ext 21 .0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1
Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1
CEILINGS-------------
UA 1507 .0 . 6 904 .2 Under Attic 30.0 1493.0 .60 895.8
Under Attic 30.0 165.0 . 60 99.0
FLOORS---------------
Slb 169.0 -37 . 0 -6253 .0 Slab-on-Grade .0 169.0 -41.20 -6962.8
INFILTRATION---------
1507 .0 8 . 0 12056 . 0 Practice #2 1507 .0 8.00 12056.0
-------------
TOTAL SUMMER POINTS
22,787 .91 14,682 .26
TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING
SUM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS
-------------------------------------------------------------------------------
22,787 .91 . 37 8,431 .53 1 14,682 .26 1 .00 1 . 100 .340 .860 4,722.40
WINTER CALCULATIONS
*******************************************************************************
BASE __= I =_= AS-BUILT
GLASS----------------
ORIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS
-------------------------------------------------------------------------------
N 72 . 00 -10 . 6 -763.2 DBL CLR N 42 .0 7 . 3 1.09 333.7
DBL CLR N 10. 0 7 .3 1.09 79.4
DBL CLR N 20. 0 7 . 3 1.09 158.9
S 33 .00 -10.6 -349.8 DBL CLR S 24 .0 -28.4 .96 -654 .9
DBL CLR S 5.0 -28.4 .96 -136.4
DBL CLR S 4 .0 -28.4 .96 -109. 1
W 27 .00 -10 .6 -286.2 DBL CLR W 6.0 -9.2 .85 -47 . 1
DBL CLR W 6.0 -9.2 .85 -47. 1
DBL CLR W 15.0 -9.2 . 85 -117.7
-------------------------------------------------------------------------------
. 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS
AREA AREA FACTOR POINTS POINTS POINTS
------------------------------------------------------------------------------- -
. 15 1,507 .00 132 .00 1 .713 -1, 399.20 -2, 396. 13 -540.34
-------------------
NON GLASS------------
AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS
-------------------------------------------------------------------------------
WALLS----------------
Ext 995. 0 2 .2 2189. 0 Ext Wood Frame 11.0 995.0 3.70 3681.5
Adj 197 .0 3.6 709 .2 Adj Wood Frame 11.0 197 .0 3.60 709.2
DOORS----------------
Ext 21.0 12 . 3 258.3 Ext Insulated 21.0 8.40 176.4
Adj 18.8 11.5 216.2 Adj Wood 18.8 11.50 216.2
CEILINGS-------------
UA 1507 .0 1.2 1808.4 Under Attic 30.0 1493.0 1.20 1791.6
Under Attic 30. 0 165 .0 1.20 198.0
FLOORS---------------
Slb 169.0 8.9 1504 . 1 Slab-on-Grade . 0 169 .0 18.80 3177.2
INFILTRATION---------
1507 .0 7 .4 11151.8 Practice #2 1507 .0 7 .40 11151.8
------------------------
TOTAL WINTER POINTS
15,440.87 20,561.56
TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING
WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS
-------------------------------------------------------------------------------
15,440.87 .55 8,492 .48 1 20,561.56 1 .00 1. 100 .500 1 .000 11,308.86
*******************************************************************************
WATER HEATING
*******************************************************************************
BASE ___ __= AS-BUILT
NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL
BEDRMS RATIO MULT
-------------------------------------------------------------------------------
3 3803.0 11,409. 00 40 .90 1 .000 3719.7 1.00 111159.00
*******************************************************************************
SUMMARY
*******************************************************************************
BASE __= I =_= AS-BUILT
--------------------------------
COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL
POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS
-------------------------------------------------------------------------------
8431.5 8492 .5 11409.0 28, 333.01 4722 .4 11308.9 11159.0 27, 190.26
*****************
* EPI = 95.97
*****************
add �%d
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® BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) 26" A.B.M.
ADDRESS: 1668 LINKSIDE COURT, NORTH GRADE TYPE: A
COMMUNITY: SELVA LAKESIDE SOD: 5847 Sq.Ft.
LOT: 127 UNIT 2 13 PALLETS
DWG.: 1 2 7 S L2 . D W G FENCE: 163 1 eintex Homes
DATE: 07/11 /94 FLATWK: ?17 IM NORTH FLORIDA DIVISION
DRAWN BY: R.A.M. FNDTN. TYPE: STEM
SCALE: 1" = 20.00'
C: AASGS\PLOTPLA.N\S�\127SL2 Wed Jul 13 15: 59: 54 1994
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TRUSS SPECIFICATIONS
FOR
CENTEX 3705 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 NUMBER DATE
13403 1013 REV 1 5-1-1993
13403 2of13 REV 1 5-1-1993
13403 3013 REV 1 5-1-1993
13403 4of13 REV 1 5-1-1993
13403 5of13 REV 1 5-1-1993
13403 6of13 REV 1 5-1-1993
13403 7of13 REV 1 5-1-1993
13403 8013 REV 1 5-1-1993
13403 9of13 REV 1 5-1-1993
13403 10of13 REV 1 5-1-1993
13403 11of13 REV 1 5-1-1993
13403 12013 REV 1 5-1-1993
13403 13of13 REV 1 5-1-1993
♦ a i
v -
Y •
.TA • C '.J
3765 A `. '
• 1) LUNGER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 5) CONNECTOR PLATES SHALL BE INSTALLED SYMr�TRICALLV d_ /0) ALC TENSION CHORD MEMBERS ASSL14ED TO BE CONTItuaiSLV IS) � INDICATES LATERAL SPACING MEMBER (1x4 wIH.)
57'EC1E5. AND 19x MaxiWw MOl s1URE CONTENT. OR SUCH THAT THE JOINT. SPACED BY EITHER 3/a' IMIN) PLYWOOD SHEATHING. 1/2' IAJ INSTALLATION AND ERECTION OF 704E TRUSS, PERMANENT. A10
IS OF NIGHER ALLOWABLE StRESS VALUES, ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCMs MIN) DRYWALL OR BRACING MEMBERS SPACED 10' O.C. IMAX). CUFOTEMPORARY BRACING SHOULD BE TIONDONE IN PUBLICATIONS. Wlin
FOR DESIGN ARE BASED d4 TIE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. THIS DE TPI BRACING AND ELECTION PI DESIGN sP
T I,.9p11uL DESIGN STA40APOS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL 1AJMBERS: UBC 2342. fHA TCB 2014. SBCC 11S ALL COMPRESSION CHORE MEMBERS ASSUMEO TO BE CONTINUOUSLK51 THIS DESIGN CONFORMS TO CUPWENi TPI DESIGN SPECIFICA-
f.'= PaOCeC TS +550[IATIdN. 7251. 8DCA FILE 86-125 BRACED BY EITHER 3/e' MINS PLVW000 SHEATHING. 1/2' TIONS FOR METAL RATE CONNECTEO WOW TRUSSES Nun
2111•:5 DESIOI 15 BASED dN CLARY CONNECTOR RATES OLY. B1 THIS TRUSS HAS BEEN DESIGNED FOP THE LOADING SHOWN IMIN,) DRYWALL OR SPACING MEMBERS SPACED AT 16. O.C. QUALITY STANDARDS FOR TRUSSES.
31 CU04E TOM PLATES S)IES APE BASED ON AXIAL FORCES GLV. ON IN15 DRAWING. INSTALLATION AND USE SMALL C64FORM IMAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE IPUSS MAY BE CUT OR MODIFIED IN ANY MAY.
41 CDaf CTOP PLATE SIZES APE CALLED OUT WIDTH IACPOSS SLOTS) WITH THIS DESIGN f2) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN 0{AiINO SHIPPING AN
BY it
NGIN IALONG SLOTS) AND Tif OPIEhIXTJd4 OF THE S1 TnIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OR TRUSSES SEE HIS-9t FOR RECOMMENDATIONS
i 1
-CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-ADDII)OtNAL PLATING FOR HANDLING TPUSSES IS PESPONSIBILIIY OF FABRICATOR.
RUN 5-6-4 4-11-12 4-11-12 5-5-4 RUN
1-5-14 1-5-14
74 PLF
Max Height 5-7-3
12
Q 8
�X5 � 3688
12 378E 378#
6 y y
at
ry} 193# 193#
� y y
N
n 68# 136! 1360 68#
In
960# 9600
(3.5(271 13.5127%
Mr Io
5x6 3x4
3x4 3x4 20 PLF
7-2-3 5-7-11 7-2-3
1-4-0 1-4-0 Farr es 4L--A)
21-0-0 D BUILDING TYPE:'Fnctosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 no
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 6 30 # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 1t ABOVE FOR BRACING REQUIREMENTS.
No trusses: 4 Maximum deflection occurred at bottom joint #3.
Maximum Live Load Deflection of •058' (1/15). Index-.082, (L/4345)
Maximum Total Load Deflection of .09' (1/16), Index-.086, (L/2800)
1�,> REU 5-)- kA (v
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 21 OP COMMONS W
ALPINE ENGINEERED PRODUCTS Int2X4 #2 D3 SP ENG. FOR: TRUE TRUSS INC. -
1801 S. GSW PKWY. V X000 2-0-0 LL TC 30 BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PRAIRIE, TX 75051 6.1 OL TC 7 2X4 #2 OS SP LAYOUT IO: OF'
(214) 660-3940 L R ; N LL SC 0 WEBS
OL Be i0 2X4 03 SP ADDRESS 3/16
MEMBER TRUSS PLATE INSTITUTE 188 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED
11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR RATES SHALL BE INSTALLED SVMIEIRICALLV OM SO) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 191 0— INDICATES LATERAL BRACING MEMBER (TWA MIN.) -
SPECIES. AND 192 MAXIMUM MOISTLAE CONTENT. OR SUCH THAT THE JOINT. BRACEO BY EITHER 3/9- SWIM PLYWOOD SHEATHING. 1/2- 141 INSTALLATION AND ERECTION OF THE IRUSS, PERMANENT, AND
IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6l TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' N�C. (MAX). TEMPOPARY BRACING SNOOD BE DONE IN ACCORDANCE WITH
FOR DESIGN ARE BASED DN THE LATEST EDITION of THE rn- DIAECTLV ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUHMRENT TPI SPACING AND ERECTION PUBLICATIO6.
SIGNAL DESIGN STANDARDS PUBLISHED 81 THE INATIDIIAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FMA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINOUSLYI51 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA-
1(0� N
EST PROOBCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/B' IMIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE COECIEO WOOD TRUSSES AND
2) '1 HIS DESIGN IS BASED ON CLARY CO•ECTOP PLATES ONLY BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) OMYWALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STANDARDS FOA TRUSSES.
31CaNECTOR PLATES SUES ANE BASED OrN AXIAL FORCES GLV. ON THIS DRAWING. INSTALLATION AND USE SHALL C01fW UNLESS IMAYI. LESS N07ED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IH ANI MAN.
.) 57ECT OR PLATE SIZES ARE CALLED OUT WIDTH 1ACAOSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION, 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AN
B. LENGTH TALDNCr SLOTS) AND TF OPIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOPMENDATIGMS
SIZE1 PTIC44 OF THE PLATE LEV40M IDENTICAL LOADING AND CDWIGUFAIION
-CONFIGURAIION AND LOADING SPECIFIED BY FABRICATOR
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-THIS TRUSS IS DESIGNED ONLY FOA THE LOADS SHOWN. PROVISION FOR THE
PREVENTION OF PONDING MUST BE MADE AND IS 140T THE RESPONSIBILITY
OF THE TAL)SS FABRICATOR OR CLARY.
RUN 4-7-8 4-4-8 3-0-0 4-4-8 4-7-8 Rltl
1-5-14 1-5-14 74 PLF
Max Height 4-10-3
12
2738 2732
G'i�7 J*S f./ 1 J•
12 p 322 3228
6 y8
+
m 2t3 9 160► 1608
0
a B68 1198 1198 668
T r
9608 9608
r (3.5127X 13.512731
3x4 9x6 3xB 3x4
20 PLF
9-0-0 3-0-0 9-0-0
1-4-0 1-4-0
21-0-0 Forces(L-P)
y BUILDING TYPE: EMIosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: r0✓0 * AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: i Maximum deflection occurred at bottom joint 02.
Maximum Live Load Deflection of .057' (i/i6)N Index-.082. (L/4421)
Maximum Total Load Deflection of .089' (1/16). Index-.085, (L/2831)
�REU sJ4 CVJ►n(�� r�
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TSS' 2110 H-9 4
ALPINE ENGINEERED PRODUCTS Int V2000 2-0-0 LL TC30 2X4 02 Ds SP ENG. FOR: TRUE TRUSS INC.
1801 S. GSW PKWY. SC LUMBER 2X4 Tit Os SP PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 ��
GRANO PRAIRIE. Tx 75051 6.1 OL TC 7
(214) 660-3940 PLATE-IiRE N L LL SC 0 LAYOUT ID
MEMBER TRUSS PLATE INSTITUTE 244 33.33 DL SC 10 MESS 2X4 03 SP ADORES& SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED 3/15
11 LL943ER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 51 CONNECTOR PLATES SHALL BE INSTALLED SVMlETAICALLY ON 10) ALL'TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 W' INDICATES LATERAL BRACING MEMBER (IX4 MIN.)
SPECIES. AHA 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. I BRACED BY EITHER 3/9- IMINI PLYWOOD SHEATHING, //2' /q ND INSTALLATION AERECTION OF THE TRUSS, PERMAEHT, ANO
IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR WIW DRYWALL OR BRACING MEMBERS SPACES) 20' O.G. IMA%1. TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WIT"
FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PU6LICA/IONS.
1IU4AL DESIGN 5TAt01RDS PUBLISHED BY THE NAIIDN" 71 V-2000 APPROVAL NUMBERS: UBC 23A2, FHA TCB 201A, $BCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINMOUSLYI51 IHIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA-
FOYEST—DC'4VS ASSOCIATION 7251, BOCA FILE 06-125 GRACEO BY EITHER 3/0' SWIM.) PLYWOOD SHEATHING. 2/2' TIONS FOR MET" PLATE CONNECTED WOOD TRUSSES MO
21 _35 DESIGfh 15 BASED ON CLARY COHFMECTDa PLATES ONLY el 1"15 TRUSS WAS BEEN DESIGNED FOR THE LOADING SHOWN WIN.) DRYWALL OR BRACING MEMBERS SPACED AT IV D.C. OU"!lY STANDARDS FDA TRUSSES.
31 CONECIOP PLATES SIZES ARE BASED ON Axl" FORCES OFLY. ON THIS DRAWING. INSTALLA110H AND USE SMALL CONFORM IMAX). UNLESS NOTED OTHERWISE. 461 NO ME1NBER OF THE TRUSS MAY BE CUT OR NgOIFIEO IN ANY MAV,
Al CO,SECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WIT"THIS DESIGN 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING
Ake
B• LEtNGTH !ALONG SLOTSI AH47 THE OPIENTATIONN OF THE 91 THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MIS-91 FOR RECOMMENDATIONS
UZE cAlt OUT is R F 1
.-CONFIGURATION LOADING SPECIFIED BY FASPICATOR
-REPETITIVE MEMBER STPESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR,
-JACKS ARE TO BE 2xA TOP. 2.4 BOT.
JACKS WITH SPANS GREATER THAN 7-8-14 MUST BE SPECIALLY DESIGNED.
RUN 3-9-8 3-2-8 3-6-0 3-6-0 3-2-8 3-9-8 RUN
166.5
02DS 1205 4209 1204 74 PLF
1-5-14 2x4 2x4 2x4 2x4 1-5-14 7A
Max Height 3-10-3
7- -0 f 4- -0
1290 1291
12
}� q 6 5400 5830 5401
.RC1 )1 7 ct 1�Jy y y
12 G y 4X4 2411 24BY
6 y 41
243 *3 1300 1300
I
0
660 7410 74i1 661
rn ? T
PI m 20150 2OS50
v) I (3.5)58X
13.51 58X
axe 3xa
3x8 4xB
45
20 20 PLF
7-0-0 7-0-0 7-0-0
7- -0 f4- -0
5140 5140
1-4-0 1-4-0
21-0-0 FOrCe6(L-R)
BUILDING TYPE: Enclosed Residential
1Y CODE: Standard BOilding Code (SBCC1 1991)
WIND SPEED: 110 apt!
MEAN ROOF HEIGHT: 13'
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: M1 1 0 AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: i Truss designed to support 7-0-0 jack system with Outrigger
Maximum deflection occurred at bottom joint a3.
Maximum Live Load Deflection of ,115' (2/16). Index-.164, (L/2191)
Maximum Total Load Deflection of .18' (3/16), Index-.171, (L/1400)
✓] Pcu E/)1 A3 J(a (U-)
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21*0K H-7
ALPINE ENGINEERED PRODUCTS Inc2X6 !1 Os SP ENG. FOR: TRUE TRUSS INC.
V X000 2-0-0 LL TC 30
1801 S. GSM PKWY, BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 1
GRAND PRAIRIE, Tx 75051 6.1 OL TC 7 2X6 #1 09 SP LAYOUT I0 OF
(214) 660-3940 —ATE—AREA: "L— LL BC 0 WEBS ADDRESS
OL Sc f0 2X4 03 SP
MEMBER TRUSS PLATE INSTITUTE 408 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/16
.1) LUMBER SPALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SMALL BE INSTALLED SVM'fTRICALLV ON 10) ALL-TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) 0"' INDICATES LATERAL BRACING MEMBER (1),4 MIN.)
SPECIES. AND 192 MAxIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. T BRACED BY EITHER 3/0' IMIN) PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, AND
IS OF HIGHEP ALLDMADLE STPESS VALUES, ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR IMIN) DRYWALL OR BRACING MEMBERS SPACED 30' D.C. MAX). TEMPORARY SPACING SHOULD BE DOtE IN ACCGPDMICE MIT.
FOP DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE, CUPRENT TPI BRACING AHO ERECTION PUBLICATIONS
11014AL DESIGN STANDARDS PUBLISHED OY THE NAIIDHAL 77 Y-2000 APPROVAL NUMBERS: UBC 2342. fHA TCB 2014. SBCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONIVAMSLYT51 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN t^Ci(ICA-
21 't FOREST PROCUCTS ASSOCIATION 7251, BOCA FILE 05-125 SPACED BY EITHER 3/6' !MIN.) PLYWOOD SHEATHING. 1/2' 7IONS FOR METAL RATE CONVECTED MOOD TRUSSES AND
-IS DESIGN IS BASEO QN CLARY COrAECTDR PLATES ONLY. 91 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIM.) DRYWALL 04 SPACING MEMBERS SPACED AT 16. O.C. QUALITY STANDARDS FOR TRUSSES.
3) CONAUECTOR PLATES SIZES ARE BASED ON AYIAL FORCES(NLY. Oil THIS DRAWING. INSIALLA110H AND USE SMALL C04FDPN IMAX). UNLESS NOTED OTMERWISE. 16) NO HENNA OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY MAY,
A) C0tF4ECTOR PLATE SIZES ARE CALLED OUT WIDTH !ACROSS SLOTSI MIT. THIS DESIGN 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AN
BY LENGTH (ALGNG SLOISI AND THE ORIENTATION Of THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HTS-91 FOR RECOMMEHD,TIOt4S
T P 1 IMF PLATE LENGIM IDENTICAL
-COIFIGURA ION AND LOADING SPECIFIED BY FABRICATOR
-REPETI7IVE NEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR MANGLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
4-0-0 4-0-0 1
37 PLF
Max Height 2-4-3
1370
12 <S 1214/
6 � �6
690 690
m
W
4
I
ry
3?�E 647E V
7'84'`0 784F
13.51 2" 13.51222
1
� v
174.5 PLF
3x4 N 3x4
1 4-0-0 4-0-0_ N FOrCe6(L-R)
BUILDING TYPE: Ei►c(osed Residential
e-o-o ; CODE: Standard Building Code (SBCC! 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: (OZ # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 1 One Half of 7-0-0 Trusses supported by Bot Chord
Maximum deflection occurred at bottom joint i2.
Maximum Live Load Deflection of .012' (0/15). Index-.044, (L/8000)
Maximum Total Load Deflection of ,019' (0/16), Index-,048, (L/5053)
RFL) 5-(-q 3 J1U ( L).rl:
L
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 810' COMMON GIRDER D •C 11/\
ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 e2 Ds SP ENG, FOR TRUE TRUSS INC. - (�
1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 A DATE: 25 Oct 1992 y
GRANO PRAIRIE. TX 75051 6 1 OL TC 7 2X6 /1 Os SP LAYOUT I0: JC
(214) 660-3940 PLATE LL BC 0
OL BC 10 WEBS ADOEiESS.2X4 f3 SP SCALE:
MEMBER TRUSS PLATE INSTITUTE 92 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/2
UI LU.BEP SHALL BE or THE SPECIFIED MINIM M GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED S1nMETRICALLV ON 101 ALL'TENSION cNim MEMBERS ASSUMED TO BE CONTINUOUSLY 131 Y INDICATES LATERAL BRACLM MEMBER I1x4 WIN.)
SPECIES. All "I'All.MOISTURE CONTENT. OR SUCH TNA] THE JOIN1. GRACEO BY EITHER 3/6' (MIN) PLYWOOD SHEATHING, tit' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERNANEMT. AND
IS OF HI GH"A ALLOKwBLE STRESS VALUES. ALL VALUES USED 5) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR WIMP DRYWALL OR BRACING MEMBERS SPACED 10' O.C. IN"). TEMPORARY BRACING SHOULD BE OOHS IN ACCOMANCE WITH
FOR DESIGN ARE BASER ON THE LATEST EDITION Of THC"A- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BAAC114G AND ERECTION PUBLICATIONS.
TIOHUL DESIGN ST Y4ARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS UOC 2342. FHM TCB 2014. SBCC 11) ALL COMPRESSION tnORD MEMBERS ASSUMED TD BE CDHTIHLOUSLV%51 THIS DESIGN CONFORMS 10 CURRENT TPI DESIGN SpECIFICA-
`OREST PROO&15 ASSDCIATION Int. BOCA FILE 116-125 BRACED BY EITHER 3/0' (MIN.) PLYWOOD SHEATHING. 1/2' 11" FDR CONNECTED PLATE COECTED WOOD TRUSSES ANO
2} HTHIS
DESIGN IS 6ASE0 DN CLARY CaFECTOR PLATES ONLY. 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOW/ (41N.) DRYWALL OR BRACING MEMBERS SPACED AT 16. O.C. DUALITY STANDARDS FOR TRUSSES.
31 COFNECTOR PLATES 51215 ARE BASED ON AYIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SMALL CONFORM TMAF). MESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE LUT OR MODIFIED IN D4Y MAY.
4) CONNECTOR PLATE 512ES APE CALLED OUT WIDTH (ACROSS SLOTS) MIT" THIS DESIGN 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOO BE TAKEN DURING SNIPPIN4 AN
BY LENGTH IA101W SLOTS) .HO THE ORIENTATION OF THE SI THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE NIB-21 FOR RECOMMENDATIONS
T T P TTHE PLATF LENGIM- IDENTICAL LOADING AND CONFIGURATION
.-CONFIGURATION HND LOADING SPECIFIEd By FABRICATOR
-REPETITIVE MEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR MANDLI14G TRUSSES IS RESPONSIBILITY OF FABRICATOP.
RUNL 4-0-0 1 3-0-0 -
G - --7--
1-5-14
Max Height 2-4-3
74 PLF
(J 12
32 1x
6
237E
JOla 1
137+ j.
N
41
N3fi'
37# 641 T
mT .t". 3040 300/
f 13.518X 13.518%
1x4
2x4 N 20 PLF
4-0-0 3-0-0
1-4-0 7-0-0
Forces(L-4%)
___
BUILDING TYPE:'-Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: g B AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 3 Maximum deflection occurred at bottom )Dint i2.
Maximum Live Load Deflection of .003' (0/16). Index-.014. (L/28000)
Maximum Total Load Deflection of .005" (0/16). Index-.014. (L/16800)
��;,Veu 5-1-43 Jin C W►L1>` 11�,
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSE) TC LUMBER
TRUSS: 7'0' STUB COMMONS �+
ALPINE ENGINEERED PRODUCTS Inc LL TC 30 2X4 02 D9 SP ENG. FOFt TRUE TPAJSS INC.
1801 S. GSM PKWY. v�2000 2-0-0 LUMBER PRO
SC SP �w
GRAND PRAIRIE. TX 75051 6.1 OL TC 7 2X4 /2 Ds PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 OF
(214) 660-3940 7T"REx: — L LL SC 0 WEBS LAYOUT IO
MEMBER TRUSS PLATE INSTITUTE 116 33.33 OL BC 10 2X4 03 SP ADORESS: SCALE.
TOTAL 47 EXCEPT AS MAY BE NOTED 1/2
I) LUR SHALL BE OF THE SPECIFIED MINIMUM GRADES, 5) COWECTON PLATES SMALL BE INSTALLED SYMMETRICALLY OM to) ALL'TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 r INDICATES LATERAL BRACING MEMBER ((y,!Y1N,)
MBE
SPECIES. AD 12%MAXIMUM MOISTURE CONTENT, 00 SUCH INAT THE JOINS. I BRACED BY EITHER 3/B' (MINI PLYWOOD SHEATHNNO, t/2' 141 INSTALLATION ANO ERECTION OF THE TRUSS, PERMANENT, AND
IS OF NIGHEP ALLOWABLE STRESS VALUES. ALL VALUES USED a) TOP CrOMU SPLICES ARE NOT PECOIMENOED TO OCCUR MIW DPYMALL OR BRACING MEMBERS SPACED 10' O.C. (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH
FOP DESIGN APE BASED ON THE LATEST EDITION OF THE NA• DIRECTLY ABOVE A BOTTOM CHORD SPLICE, UNLESS VOTED OTHERWISE. CURRENT TPI BRACING Aro ERECTION PUBLICATIONS.
71O1uL DESIGN STADAIOS PUBLISHED Sr THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342, MA TCB 2014. SBCC 11) ALL COMPRESSION Cr10R0 MEMBERS ASSUMED TO BE CONIIMAUSLIS51 THIS DESIGN CONFORMS TO CURRENT IPI DESIGN SPECIFICA-
EFDREST PRODUOCTS ASSOCIATION. 7251. SOCA FILE 96-124 SPACES)BY EIIMER 3/e' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL RATE CONANECIEO W000 TRUSSES AND
2) IRIS DESIVA IS BASED On CLARE CW+ECIOP PLATES ONLY BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN,) DRYWALL OR BRACING MEMBERS SPACED AT 1a' B.C. DUALITY STANDARDS FOR TRUSSES.
31 CONtIECTOR PLATES SIZES ARE BASED ON AXIAL FORCES 01LY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE. IS) NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY MAV,
At COIFNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS( WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SWIPPIIG AND
B*LENGTH IALOG SLOTS( MO THE OPIENTATION OF THE 2) THIS DESIGN IS APPLICABLE 10 SHORTER SPAN TMfiSES OF ERECTION OF TRUSSES. Set HIS-51 FOR PECOMMENDATIONS
D1F.FCTTcqj OF JE PLATE
-CONFIGURATION 410 LOADING SPECIFIED 8v FABRICATOR
-REPETITIVE MEMBER STRESSES 140T USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
RUN 7-0-0
1-5-14
Max Height 3-10-3
74 PLF
to
M:
N
12
237E
237E
o
i
m
64P 64F
IT, 'r
3022 302E
13.51 eY 13.5181
�Ii 20 PLF
In
x
2X4 N
Forces(L-R)
7-0-0 BUILDING TYPE: Etaclosed Residential
CODE: Standard Building Code (SBCCI 1991)
1-4-0 7-0-0 WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 99 7 0 AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 4 Mid panel point deflection .4388
CLARY DIVISION PLATE TYPE: O.C. SPACINd LOADING IPSP) TC LUMBER TRUSS: 7'0' MONOS
ALPINE ENGINEERED PRODUCTS Inc 2X4 02 Os SP ENG. FOR: TRUE TRUSS INC.
Y X000 2-0-0 LL TC 30
1801 S. GSW PKWY. BC LUMBER PROJECT: CENTER 3703 A DATE: 26 OctOtt 1992
GRAND PRAIRIE. TX 75051 6.1 OL TC 7 2X4 02 OS SP LAYOUT M.
(214) 660-3940 PLATELL SC 0 WEBS
OL BC IO 2X4 03 SP ADDRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE 40 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/2
11 LUMBER SMALL BE OF THE SPECIFIED wIMIINIJM GRADES, 51 CONNECTOR PLATES SMALL BE INSTALLED SYwETRICALLY ON 10) ALI TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0' INDICATES LATERAL BRACING MEMBER 11X4 WIN.)
SPECKS, uA N9x MAXIwum w.ISIL.E CONTENT, OR SUCH THAT TME JOINT. BRACED BY EITHER 3/8' IMINI PLYWOOD SHEATHING, 1/2' 14) INSTALLATION ANO ERECTION OF TME TRu55, PERMANNENT, AND
IS Of M1WCP ALL DMaBLE STRESS VALUES, ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT '.COwE. TO OCCUR IN 14 OR WALL
WALL OR BRACING NEMBEPS SPACED 10' 9.c. pAXI, TEMPOPAAV SPACING SHOULD BE DOE 1N ACCORDANCE WITn
FOR OESIWN APE BASED WN THE LATEST EDITION Of 1HE NA- DIRECILY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OIMEPMISE. CURRENT TPI SPACING AIA ERECTION PUBLICATIONS,
T I OVAL Of SI WI STAND
ARCS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL IAANBER£ UBC 23x2• f11A iC8 2014. SBCC til ALL COMPRESSION CHORD MEMBERS ASSURED TO BE CONTINUOUSLY151 THIS DESIGN CONFORMS TO CURRENT IPE Pf SIWN gpECIfJCA-
TORE5T PPORUCTS ASSOCIATION. 7261, BDCA FILE 66-125 SPACED BY EITHER 3/8• NINA PLYWOOD SHEATHING. 1/2' TIONS FOR METAL RATE CONNECTED WOOp TRLNggEg AND
21'THIS DESIGN IS BASED WN CLARK COMIECTOR PLATES ONLY. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16. O.C. OUALI TY STANDARDS FOR TRUSSES.
5
1 CONTE CTO'PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAY). LILESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY.
Al COPA.C10'PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEARING LOCATION. 17) SPECIAL NMNDLING CAPE S40LILD BE TAKEN DURING SHIPPING AN
eY LENGTH tAL011G SLOTS) AND THE OPIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE NIB-91 FOR RCCOMwENAATIONNS
T P T T T IN I
-CONFIGURATION AM LOADING SPECtFIEO BY FABRICATOR
-REPETITIVE MEMBER STRESSES NOT USED.
3-9-8 3-2-8 -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR.
Max He19ht 3-10-3
x 37 PLF
N
540
1191
6
12 ►'► 651
6
8811 16151 7341
111 -71
17410 17281
(3.5150% 13 5149%
503.5 PLF
cIForcesll-R)
1 BUILDING TYPE: lDclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 l
3x4 m 4x4 MEAN ROOF HEIGHT:: 113'
TRUSS LOCATION: (Se) area
3-9-8 1 3-2-e UPLIFT CONNECTION REQUIRED: JN(;!A # AT EACH SUPPORT.
1 NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
� 7-0-0
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
r
No trusses: i One Half of 21-0-0 Trusses supported by Bot Chord
Maximum deflection occurred at bottom joint fit.
Maximum Live Load Deflection of .021' (0/16). Index-.089. (L/40001
Maximum Total Load Deflection of .033' (1/16). Index-.094. (L/2545)
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) 7C LUMBER
TRUSS: 7'0' MONO GIRDER tLi-'
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 /2 Ds SP ENG. FOR: TRUE TRUSS INC. - WSCALE:1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PRAIRIE. TX 75051 6.1 OL TC 7 2X6 Of Ds SP
1214) 660-3940 PLATE AREA: —INC-F L LL BC 0 WEBS LAYOUT I0
MEMBER TRUSS PLATE INSTITUTE 158 33.33 OL Sc f0 2X4 /3 SP ADDRESS:
TOTAL 47 EXCEPT AS MAY BE NOTED 3/4
11 LLY4BER'SHALL BE OF THE SPECIFIED MINIMUM WADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY SN 101 A" TENSION 04M MEMBERS ASSUMED TO BE CONTINUOUSLY 131 3P' INDICATES LATERAL BRACING MEMBER 11X4 MIN., _
SPECIES. AND 133 MAXIMUM MOISTURE CONTENT. W SUCH THAT THE JOINT. BRACED BY EITHER 3/8' (MIN) PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND
IS HE
OF HIGR ALLOWABLE STRESS VALUES. ALL VALUES USED 51 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR MINI DRYWALL ORD
OR BRACING MEMBERS SPACED 30' M.c. IKAXI. TEMPORARY BRACING SHOULD BE DE IN ACCORDANCE WITH
FOR DESIGN ARE BASED ON THE LATEST EDITION OF TRE NA- OIRECTLV ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS
T 10NAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL HU00ERS: TIBC 2342. FHA NCB 2014. SBCC ill ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYT61 THIS DESIGN CONFORMAL 10 CURRENT TPI DESIGN SPECIFICA-
FORESI PROOUC TS ASSOCIATION. 7251. BOCA FILE 56-125 BRACED BY EITHER 3/6' ININ.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED*000 TRUSSES M0
21 THIS DESIGN 15 BASED ON CLARY COPECTOR PLATES ONLY. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.I DRYWALL OR BRACING MEMBERS SPACED AT 16' o.C. QUALITY STANDARDS FOR TRUSSES.
31 CO84ECTDQ PLATES SIZES ARE BASED 04 AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SMALL CONFORM MAXI. UNLESS NOTED OTHERWISE. I61 NOMEMBEROF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY.
AI CO*.ECTW PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN"ITG SHIPPING AND
BH L"T" 'ALONG
K OW SLOTS) ArD TRE ORIENTATION OF THE 91 TnIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE N10-91 FOR RECOMMENDATIONS
C T T TI.
-CONE IGURATION AND LOADING SPECIFIED BY FABRICATOR
-REPETITIVE MEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR.
3-2-4
RUN 7-4-7 6-5-15 6-7-11 4-6-10 4-8-5 4-0-12 PAM
1-5-14 1-5-14
Max Height 10-7-3
74 PLF
12
d 66
xs 1%
3x�
12 3*A rN
r1 6 l7 .{10 D N
V9
14*15
o
4 .Zf'2k4# 4191
I m 2127# [3.5145S3.516%
c
3x5 o
(3.5)30%
�
I
flu
m 4X8 foxy 20 PLF
3x5 My 8X6
17 i #
7-4-7 6-5-15 6-7-11 9-3-0 7-3-0 ForceSIL-R)
1-4-0 1-4-0 BUILDING TYPE: EuctoSed Residential
37-0-0 I CODE: Standard Building Code (SBCC1 1991)
WIND SPEED: 110 mph
HEAR ROOF HEIGHT: 13'
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 650 IV AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: i Special Loading. Refer to Loading Diagram
THIS TRUSS ANALYZED WITH PPSA
Maximum deflection occurred 50.88' from the left end of Dottom panel 04. 2 Meaber6 Required
Maximum PPLive Load Deflection of .162' (3/16). Index-.164. (L/2193) FASTEN TOGETHER WITH:
Maximum PPTotal Load Deflection of .253' (4/16). Index-.171. (L/1404) TOP 10d NAILS 12'O.C.
BOT !Otl NAILS 12'O.C.
MES 10d NAILS 12'D.C.
DRC-tJ S-�-r/3 )fin CwrNn
STEN AT OR NEAR NOT NAIL OR BOLT TI
HROUGH TRUSPANEL POINTS.
S SS PLATES.
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'OM SPEC GIRDER
ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-0 LL TC 3p 2X4 #2 Ds SP ENG. FOR TRUE TRUSS INC.
1801 S. GSM PKWY. SC LUMBER 2X6 #i OS SP PROJECT: CENTEX 3705 A DATE: 25 Oct 1992
D 0
GRAPRAIRIE. TX 75051 6.1 DL TC 7
1214) 660-3940 -PL—ATE-AAEW'--9 INC. L LL 8C 0 WEBS LAYOUT I0: )
MEMBER TRUSS PLATE INSTITUTE 508 33.33 DL 8C 10 2X4 ►3 SP ADDRESS: SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED 1/8
11 LU4BEP SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SIM'ETRiCALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMEO TO BE CONTINUOUSLY 131 Y INDICATES LATERAL SPACING MEMBER fIX4 MIN.)
SPECIES, AND 192 MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED By EITHER 3/8' (MIN) PLYWOOD SHEATMIN(L 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, AND
IS OF nIGrtR ALLGMABLE STRESS VALUES. ALL VK UES USED 51 TOP CHARD SPLICES ARE NOT RECOMMENDED TO OCCUR (MINI DRYWALL OR BRACING MEMBERS SPACED 20' R.C. MAX). TEMPORARY SPACING SHOULD BE DOME IN ACCOpDANCE W11n
FOR DESIW+ ARE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTDM CARD SPLICE, UPLESS NOTED OTHERWISE, CURRENT TPI BRACING AND ERECTION PUBLICATIONS
710HUL DWIP4 STANDARDS PUBLISHED BY THE NA7IDNAL )i V-2o00 APPROVAL NUMBERS; UBC 2342. fnA TCB 2014. SBCC 11) ALL CDMPAE551DN CHARD MEMBERS ASSUMED TO BE CONTINDUSLVI51 THIS DESIGN CDNFDRMS TO CURRENT TPI DESIGN SPECIFICA-
'FonEST PRODUCTS ASSGCIATION 7251. BoCA FILE 86-125 SPACED BY EITHER 3/8' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL RATE CONNECTED MOOD TRUSSES AND
2) THIS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY, 51 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STANDARDS FOR TRUSSES.
31 C0N ECTDR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING, INSTALLATION AND USE SHALL CONFORM o+AXI. UNLESS NOTED OTHERWISE. f6) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY War.
AI CoUEC700 PLATE SIZES ARE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIGN t2) ® INDICATES BEARING LOCATION. f7) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND
6+ LENWTn 1A GN+G SLOTS, AID THE ORIENTATION OF THE 91 Tn IS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF _ ERECTION OF TRUSSES, SEE HIS
FOR RECONEtpaT10+S
t 1 P TIDENTIC
-CONFIGURATION AND LOADING EC F E 8Y FABRICATOR
-ADD I
TIO14AL PLATING FDR HANDLING 1RUSSES IS RESPONSIBILITY OF FABRICATOR.
-FALSE BOTTOM CHORD INFORMATION
FALSE BOT 27-8-0 ON LEFT. VERTICAL SPACING-4-0-0.
USE MINIMUM OF 2x4 PLATE FOP FASTENING FALSE BOT CHORD VERTICALS.
y USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD.
T TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE GRACED WITH 1X4
CONT. LATERAL BRACING AT 2' O.C. MAX SPACING.
RUN 7-1-3 6-6-11 6-10-3 5-2-0 5-4-12 5-11-4 RUN
1-5-14 1-5-14
MaX Height 10-7-3 74 PLF
12
Q 6
5X5
445#
496# >4.9�1
q4s
4941
6 D *A 209E
3
t•1 �� 4•q 2528 t 561
n 1%
0 5*6 1000 203E 113 # 17110
1712# (3.5149
;� I m (3.5149Y
.lo
N^1 5 fy 3x6 N
v
5x6 3x4 5*,5 6 20 PLF
3x6 12
1-2-0
10-4-8 10-1-8 4-0-0 5-4-12 5-11-4 Forces(L-R)
BUILDING TYPE: Ei+closed Residential
1-4-0 37-0-0 1-4-0 ri CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 no
MEAN ROOF HEIGHT: 13'
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 766 # AT EACH SUPPORT.
NET WINO PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 1 Maximum deflection occurred at bottom joint 15.
Maximum Live Load Deflection of .214' (3/16), Index-.173, (L/2075)
Maximum Total Load Deflection of .335' (5/16), Index-.181, (L/1325)
D Ri:U 5-►-Q3 tic, rcoi.,)b) ^
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS' 37'0' SPEC J1�
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 12 04 SP ENG, FOR TRUE TRUSS INC.
1801 S. GSM PKWY, BC LUMBER PROJECT: CENTEX 3705 A DATE: 25 Oct 1992
2X4 /2 OS SP OF
GRAND PRAIRIE. TX 75051 5.1 DL TC 7 '
LAYOUT ID
(214) 660-3940 PLATEN L LL BC 0
DL ac f0 MESS 2x4 13 SP ADDRESS' SCALE:
AL :
MEMBER TRUSS PLATE INSTITUTE 545 33.33 TOTAL 47 -
EXCEPT AS NAY BE NOTED
U 11 LUNBER SHALL BE OF THE SPECIFIED MINIMUM GMADES, 51 COrINECTOP PLATES SHALL BE INSTALLED SYMFtETRICALLY N. 101 ALC TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY />) 0' INDICATES LATERAL BRACING MEMBER (1X3 MIN,)
SPECIES. AND IS%MAXIMUM HOIST WE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/B- ININ) PLYWOOD SHEATHING. 1/2- /A) INSTALLATION AND ERECTION OF THE TRUSS, PE/WATJEMI, AND
15 OF NIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 51 TOP CHORD SPLICES ARE NOT PECOMPMENDED TO OCCUR INIW BY
OR BRACING MMEMBEPS SPACED 10' O.C. IMAX), TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE MI/H
FOP DESIGN ARE BASED OI THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPACING AERECTION PUBLICATIONS,
110ruL OESION STANDARDS PUBLISHED BY THE II AT I GNAL 71 V-2000 APPROVAL
NWABEPS: UBC 23A2. FHA TCB 20i A, SSCC IT) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY15) THIS DESIGN CDMFDRMS TO CURFIENT TPI DESIGN SPECIFICA-
FOREST PROCyICTS ASSOC
IATIMI 7251. BOCA FILE 86-125 BRACED BY EITHER 3/B' (MIN.) PLYWOOD SHEATHING. 1/2' (IONS FOP METAL PLATE CONNECTED WOOD TRUSSES ANO
21'THIS DESIGN IS aASEO(0I CLARI COHSHECTOR PLATES ONLY B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' B.C. QUALITY STANDARDS FOR TRUSSES.
31 C""ECI OR PLATES SIIE5 ARE BASED OrJ AXIAL FORCES 014-Y.
JLr, Oil THIS DPAWING. INSTALLATION AND USE SHALL CONFORM WAX). UNLESS NOTED OTHERWISE, 151 NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED 10 X14Y MAY.
Al Coto IECTOP PLATE SIZES ARE CALLED OUT 0I01H (ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAMER DIq)NO SHIPPING AND
a' LENGTH IALQHG SLOTS) AHD irk OPIENTATION OF THE 21 THIS DESIGN IS APPLICABLE TO SHORTER SPUN TRUSSES OF ERECTION OF TRUSSES SEE HIB-,11 FOR RECOMMENDATIONS
112f CALL OuT IS TmE 21PECTION OF 111F Pt ATFT
.-CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-ADDITIONAL PLATING FOR HAfOLING TRUSSES IS RESPOIISIBILITY OF FABRICATOR,
-ANTICIPATED HORIZONTAL MOVEMENT L/1DER TOTAL LOAD - .4'
-FALSE BOTTOM CHORD INFORMATION
FALSE BOT 7-0-0 ON LEFT. VERTICAL SPACING-4-0-0.
USE MINIMUM OF 2X4 PLATE FOP FASTENING FALSE BOT CHORD VERTICALS.
USE 3X4 MIN. FOR SCARF ON FALSE BOT CHORD.
*,TPUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH IXA
CON7. LATERAL BRACING AT _7' O.C. MAX SPACING.
2-7-0 3-3-3 3-4-15
RUN 4-5-0 3-6-11 3-3-3 5-5-0 5-3-4 5-9-12 RUN
1-5-14 1-5-14
Max Height 30-7-3 74 PLF
12
5-A5
3270
2471
242# 3950
+y 3 252,1 3990
j+h e4 227,1
2481 2040
12 Q
6 !7 x 1Q FL+ 1531 115# 900 890 126# 1630 810
c N 0 65f 1712E
2x3 17110 13.5149
3Xe I f (3.5149X
SO
rn) * 1 4x4 4x4 S.
3x4 3x6 N
3x8 12 3.58
20 PLF
12
7-0-0 4-7-12 4-4-4 4-6-0 8-0-10 8-5-6 Forces(L-P)
#205 f2Ds 020s 0203 020%
1-4-0 2x4 2x4 2x4 2x4 2X4 1-4-0 (� BUILDING TYPE: P,ITclosed Residential
37-0-0 CODE: Standard Building Code (SBCCI 1991)
LAND SPEED: 110 no
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 8( ;F AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 2 Maximum deflection occurred at bottom joint #2.
maximum Live Load Deflection of .595' (10/16). Index-.482. (L/746)
Maximum Total Load Deflection of .932' (15/16). Index-.504. (L/476)
RECOMMENDED CAMBER: .51-
eEt1 r-1-n3 -t(q
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS' 37'0' SPEC A N D
ALPINE ENGINEERED PRODUCTS Inc V�8000 2-0-0 LL TC 30 2X4 12 OS SP ENG. FOR: TRUE TRUSS INC. -
180f S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PRAIRIE. Tx 75051 6.1 OL TC 7 2X6 111 OS SP lJlpF'(
12!41 660-3940 L l LL BC 0 NESS LAYOUT I0
MEMBER TRUSS PLATE INSTITUTE 852 33.33 TOTAL 47 2X4 /3 SP ADDRESS SC/8;
EXCEPT AS MAY 8E NOTED
rI) Lu4BER SHALL BE OF THE SPECIFIED MINIMUM Ef4AOES. 51 CONNECTOR PLATES SMALL BE INSTALLED SVw4ETRICALLV ON-. 10) ALL'TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY IS) 0' INDICATES LATERAL BRACING MEMBER 11X4 MIN.)
SPECIES, AND 192 MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' IMIN) PLYWOOD SHEA7HING, 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS, AERMM4ENT, AND
IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 51 1 O[.ORO SPLICES ARE NOT PECOMHENOED TO OCCUR WIN) DRYWALL OR&RACING MEMBERS SPACED 10• G.C. WAX). 79WRCRAAV BRACING SHOULD BE DONE IN ACCORDANCE MIT.
FOR DESIGN ARE BASED 014 TIC LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATION4S•
TIONAL DESIGN STANDARDS PUBLISHED By THE HATIDI4AL 71 V-2000 APPROVAL NUMBERS: UG
BC 2342. f.A TCB 2014. SBCC IS) ALL COMPRESSION OND MEMBERS ASSUMED TO BE CDNTI/MOUSLY161 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA-
°CREST "COUC15 ASSOCIATIuNN
r 7251. BOCA FILE 86-125 BRACED BY EITHER 3/6' IMIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED
WOOD TRUSSES AND
21 THIS DESIGN IS BASED U4 CLARr CdFECTDR PLATES ONLY 81 THIS TRUSS HAS BEEN DESIGNED FDR THE LOADING SHOWN WIN.1 DRYWALL OR BRACING MEMBERS SPACED AT 16. O.E. DUALITY STANDARDS FOR TRUSSES.
31 COrW4ECTDR PLATESSIZE
ARE BASED ON AXIAL FORCES 014.1. ON THIS DRAWING. INSTALLATION AND USE SMALL C014"OAN (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN My WAy.
41 COT 4C TOR PLATE STIES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 171 SPECIAL MA14DLIIIG CARE SHOULD BE TAMEN OUiIHD SHIPPING AND
By LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HE6-91 FOR RECOMMENDATIONS
_01E CALL 7 15 ICE DIRECT 4 OF T H4 7 N
-CONFtGURATION AND LOADING SPECIPIEO BY FABRICATOR
-ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR.
-FALSE BOTTOM CHORD INFORMATION
FALSE BOT 12-ti-S ON LEFT. VERTICAL SPACING-4-0-0.
USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE 807 CHORD VERTICALS.
USE 3X4 MIN. FOR SCARF ON FALSE BOT CHORD.
'C TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1,4
CONT. LATERAL BRACING AT ? O.C. MAX SPACING.
RUN 5-0-0 6-0-0 4-9-14 4-6-2 5-5-0 5-3-4 5-9-12 RUN
1-5-14 1-5-14
Max Height 10-7-3 1 74 PLF
12
d 8
Sx5 {5
�y6 its
12 Q
0
A , 1839/
I�+ 1839# 13.5153%
o
(3.5)53%
I 6x8 3x6 N
3x4
v 5x5 a 4 20 PLF
30 12
5-0-0 6-0-0 9-6-0 a-0-f0 5-5-6 Forces(L-R)
BUILDING TYPES Enclosed Residential
1-4-0 37-0-0 1-4-o b CODE: Standard`Building Code (SBCC( 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 13'
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: �; * AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 8 THIS TRUSS ANALYZED WITH PPSA
Maximum deflection occurred 47.5' from the left end of bottom panel 03.
Maximum PPLive Load Deflection of .42' (7/16). Index-.343. (L/1049)
Maximum PPTOtal Load Deflection of .658' (11/16). Index-.359, (L/669)
DRCV 5-1-q3 -Via (WIND)CLARY DIVISION PLATE TYPE: F�N�
LOADING (PSF) TC LUMBER TRUSS: 37'0 SPEC 8
ALPINE ENGINEERED PRODUCTS Inc 2X4 02 Do SP ENG. FOR: TRUE TRUSS INC. - (%
1801 S. GSM PKWY.
V3000LL TC 30 BC LL04SER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PRAIRIE. TX 75051 6.1DL TC 7 2X4 02 DS SP I I
1214) 660-3940 ATE-AREA- LL SC 0 WEBSLAYOUT IDMEMBERTRUSS PLATE INSTITUTE 632OL ec 10 2X4 03 SP ADDRESS: SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED
A 11 LUNSEP SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 COr4NECTOR PLATES SMALL BE INSTALLED SVM;iETPICALLY DN 10) ALL IENNS30N CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 831 0' INDICATES LATERAL BRACING MEMBER (1x4 MIN,)
SPECIES. AND 19ro x MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/B' (MINI PLYWOOD SHEATHING, 1/2' 141 INSTALLATION AERECTION OF THE TRUSS. PERNA14ENT, YO
IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 5) TOP CHORD SPLICES APE NOT RECOMMENDED TO OCCUR INIPO DRYWALL OR BRACING MEMBERS SPACED 80' 6.c. MAF(. TEMPORARY SPACING SHOULD BE 001E IN ACCORDANCE WITH
FOR DESIGN APE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPE
LICE. I UNLESS NOTED OTHERWISE. CURRENT TPI BRACING Aro ERECTION PUBLICATIONS
'I."AL DESW4 STANDARDS PUBLISHED BY TK NAIIDNAL 71 V-20 APPROVAL
FILE UBC 2342. fHA TCB 2014. SSCC III ALL COMPRESSION
ESSION CnDjRO EMKRS ASSUMED
SHEATHING.be CO TI/PAIOUX»5) THIS
DESIGN
METAL 70 a'RMNT TPI DESIth i4CIFICA-
•TOREST PRODUCTS ASSOCIATION PUSSES AND
Z) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IWIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' B.C. DUALITY STANDARDS FOR TRUSSES.
GI [p41E CTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION APO USE SHALL CONFORM MAW). IWLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY.
41 COrs4ECTOP PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEARIID LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAME14 DURING SMIpp NIG uH
BY LENGTH (ALONG SLOT51 Aro Trf ORIEI(TATIOF!Of THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAM TPUSSES OF ERCCIION OF TRUSSES SEE.111-91 FOR PECOHNErOATIhrS
SCAjj UVI 15 T DIMECfIUN IMF MAIFG
-Cp1FIGURA ION AND LOAD NG SP CI IED BY FABRICATOR
-ADDITIONAL PLATING FOR HAGGLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-ANTICIPATED HORIZONTAL MOVEMENT LA40EFI TOTAL LOAD - .1'
3-0-0
RUN 5-6-0 5-2-8 5-9-8 5-5-0 5-3-4 5-9-12 RIR(
1-5-14 1-5-14
Max Height 10-7-3
74 PLF
12
v6
57c 5 D
aka
12 SI-r1 6 9 4' lip
5*6 V
jXA g 11774
IIn 6991Y 18094 [3.5133%
3x1 [3,5)20% [3.5147%
5x 5xB 3 O
I
�+1 5 7x5 x5 iu
3xt 20 PLF
3x6 Q 4 4 1--
12 12
5-6-0 3-0-0 5-2-8 6-9-8 8-0-10 8-5-6 Forces)L-R)
BUILDING TYPE: Enclosed Residentlal
1-4-° 37-0-0 1-4-0 CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 130
TRUSS LOCATION: (Se) area n
UPLIFT CONNECTION REQUIRED: 7 ' # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 6 THIS TRUSS ANALYZED WITH PPSA
Maximum deflection occurred 44.23' from the left end of bottom panel 16,
Maximum PPL1ve Load Deflection of .087' (1/16), Index-.112, (L/3193)
maximum PPTotal Load Deflection of .136' (2/16), Index-.118, (L/2042)
qt- V 5-(-q3 Wr)j C C0(N►�) LN
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37'0' SPEC C
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0LL TC 30 2X4 e2 Ds SP ENG. FOR: TRUE TRUSS INC. -
1eo1 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 26 Oct 1992
GRAND PRAIRIE. TX 75051 6.1 DL TC 7 2X4 /2 DS SP LAYOUT TO:
650-3940 -PLATE-AS R -IN LL BC 0 WEBS
MEMBER TRUSS PLATE INSTITUTE 520 33.33 TOT 47 2X4 03 SP ADDRESS SCALE/B•
AL EXCEPT AS MAY BE NOTED
A 1) LVBEA SHALL at OF THE SPECIFIED MINIMUM GRADES, 51 CONNECTOR RATES SHALL BE INSTALLED SYM!ETPICALLY DT 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 INDICATES LATERAL BRACING MEMBER (1X4 MIN.)
SPECIES. AND 19x MAXIMUM MOISTLJ E CONTENT, OR SUCNN THAT THE JOINT. BRACED BY EITHER 3/0' BMINI PLYWOOD SHEATHING, 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMNNEN T, AND
IS OF HIGHER ALLDWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR 1.1m) DRYWALL OR BRACING MEMBERS SPACED 10' G.C. (MAX). TEMPORARY BRACING SHGLD Of DOE IN ACCO400KE WITH
FOP OESION ARE BASED ON IME LATEST EOITio"OF THE I— DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS,
TIONAL DESIGN STANDARDS PUBLISHED 6. THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 2014. SBCC 11) ALL COMPNESSION CHORD MEMBERS ASSUMED TO BE CONTINLOUSLV251 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA-
`09EST PDOGUCTS ASSOCIATION 7251. BOCA FILE 06-125 GRACED BY EITHER 3/6' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND
iN I-15 DESIGN IS BASED ON CLARI COWECTDA PLATES OILY BJ THIS IRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0 C. DUALITY STANDARDS FDR TRUSSES.
it CD0ECTOR PLATES SIZES ARE BASED ON As1AL FORCES OtIY. ON THIS DRAWING. INSTALLATION NO USE SHALL CDJFORM IMAX1, L1LESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY,
4) CDPMECTOR PLATE SIZES AK CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES GEARING LOCATION. 171 SPECIAL HANDLING CANE SHOULD BE TAKEN OLAi NG SHIPPING AND
B• LENGTH IALOM6 SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE To SHORTER SPAN TRUSSES OF ERECTION OF IRUSSES SEE HIB-91 FOR RECOMMENDATIONS
-CONFIGURA ION AND LOADING SPECIFIED BY FAGAIWOR
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOP.
-ANTICIPATED HORIZONTAL MOVEMENT L14DER TOTAL LOAD - .2"
1-6-0
RUN 5-6-0 1-6-0 5-6-0 RUN
1-5-14 1-5-14
74 PLF
Max Height 3-10-3
12
Q 6
5-f p III.
12 2480 y 2480
6 rn X y y
(V N
193* e2* 620' 1930
o_
y y
M 52* 520
71915 7x5 1 T T
aD 63I* 631*
13.51 18Y 13.51 16x
4 4
3x6 12 12 3x6
20 PLF
5-6-0 3-0-0 5-6-0
1-4-0 1-4-0
14-0-0 FGrcesll-RI
r BUILDING TYPE: E&tosed Residential
CODE: Standard Buitding Code (SBCCI 1991)
WIND SPEED: 110 no
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area dF
UPLIFT CONNECTION REQUIRED: if AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 3 Maximum deflection occurred at bottom joint f3.
Maximum Live Load Deflection of .212' (3/16). Index-.455, (L/792)
Maximum Total Load Deflection of .332' (5/16), Index-.474, (L/506)
RE-V 5- 1-q3 H6 ( WIN9) (� �j
CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 14'0' TRAYS
ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 02 D9 SP ENG. FOR: TRUE TRUSS INC. -
1801 S. GSM PKWY, SC LUMBER PROTECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PRAIRIE. Tx 75051 6.1 DL TC 7 2X4 12 Os SP OF
(214) 660-3940 E-1RE4C— ZFi LL BC 0LAYOUT I0:
MEMBER TRUSS PLATE INSTITUTE 282 33.33 OL BC f0 WEBs 2X4 03 SP ADDRESS: SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED 114