Permits 1596 Linkside Dr (vault) ADDRESS 15
9
BUILDING PERMIT NUMBER� �
INSPECTIONS: FOOTING
UNDER SLAB PLUMBING
SLAB 30
FRAMING
COVER-UP
INSULATION '~ `�-
FINAL BUILDING Z ._�t
CERTIFICATE OF OCCUPANCY
ELECTRICAL PERMIT #
INSPECTIONS ROUGH
FINAL 1-2
MECHANICAL PERMIT #
PLUMBING PERMIT
NOTES:
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
.x
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 06-00032819 Date 5/30/06
Property Address . . . . . . 1595 LINKSIDE DR
Tenant nbr, name . . . . . . REMODEL 1ST & 2ND FLR
Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 115000
Owner Contractor
--------------- ------ --- ------------------------
MUTH, FREDERICK GENESIS BUILDING CORP
2158 MAYPORT RD.
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
(904) 241-0320
----------------------------------------------------------------------------
Permit . . . . BUILDING PERMIT
Additional desc
Permit Fee . . . . 505 . 00 Plan Check Fee 252 . 50
Issue Date . . . . Valuation . . . . 115000
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 505 . 00 505 . 00 . 00 . 00
Plan Check Total 252 . 50 252 . 50 . 00 . 00
Grand Total 757 . 50 757 . 50 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING OFFICIAL
CITY OF ATLANTIC BEACH
a �~ PERMIT CALCULATION SHEET
Date Z 7 Permit Number
Address /S 9S S hO A-
DIC `
Contact Name 76,0,0 k,,?oS CO�E Phone ; y1- 0320
Heated Square Footage / d/{ @ $ per sq ft=$
Garage/Shed @ $ "�? per sq ft=$
Carport/Porch I A,@,"q!A per sq ft=$
G r!
Deck fi @$�_per sq ft=$
Patio @ $ per sq ft=$
TOTAL VALUATION: $
Total Valuation
i s` $
Remaining Value $ per thousand
or portion thereof
CONSTRUCTION TYPE: TOTAL BUILDING FEE $
ZONING: u0 +'/i Filing Fee $
FLOOD ZONE: /_ (0)Fireplaces @$35.00 $ —0 .
IMPERVIOUS SURFACE:
AB CONSTRUCTION SURCHARGE $
CAPITAL IMPROVEMENT $
CITY RADON SURCHARGE $
SECTION H IMPACT FEE $
SEWER IMPACT FEES $
SEWER TAP FEES $
ST CONSTRUCTION SURCHARGE $
STATE RADON SURCHARGE $
WATER CONNECT/METER ONLY $
WATER CONNECT/TAP&METER $
WATER CROSS CONNECTION $
WATER IMPACT FEE $
OTHER $
GRAND TOTAL DUE: $
1/13/03
}
CITY OF ATLANTIC BEACH
BUILDING PERMIT APPLICATION
s, (New/Residential & Commercial)
iJ mV
Date:
Job Address: /�%Sr flWf/pe 40 re
Owner's Name: r�,`P�C
Address: / r7r I-l>✓ f 1,0,e Phone: 7
Legal Description: Block Number: Lot Number: 99 v�/v d Zoning District:
�
Contractor: �r.��>f V1 L-DIM6 601?�O•— / dbb State License Number: U&
Address: !M Testo Phone: 9 4-1 -m 3�-0
City:&TA-44-Tic B614c'OV State: f` Zip: ;6X33 Fax: ;,-f-/ " 0-3
Describe proposed use and work to be done: / OL
Present use of land or building(s):
Valuation of proposed construction: //) a V 0
Is approval of Homeowner's Association or other private entity required?/VV If yes,please submit with this
application.
Will this project involve changes in elevation,site grade or any use of fill material,addition of 5% or more to the original
impervious area or the removal of any trees?
NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this
project.
❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building
Permit.
NO. Applicant certifies that no trees will be removed for this project.
YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree
Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month.
Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.
Incomplete applications may result in delay in issuance of permit.
STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please
contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have
Property Appraiser's Real Estate Number available.
STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction
topographical survey or grading plan is required. (If not required, written verification must be provided with this application.)
The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834
STEP 3. Submit Tree Removal Application if trees are to be removed or relocated.
800 Seminole Road •Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us
Page 2 Revised 8/04
NOTICE OF COMMENCEMENT
State of F"KI d'q Tax Folio No.
County of Pt t /'+4'�'
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property,and in accordance
with Section 713 of the Florida Statutes,the following ir3formation is stated in this NOTICE OF COMMENCEMENT.
Legal description of property being improved: A�� r'y�-r-S chJ�0 �,EL1✓�1 �-! / D 1(z'I r Y
Address of property being improved: S" L�f De !1
General description of improvements:
Owner: �1?l
Address: /y-9t' A,1,4-X51,0,C ,D -
Owner's interest in site of the improvement: r i�--3 D e-ei c -e
Fee Simple Titleholder if ot_der than owner):
Name: zV7
Address:
Contractor: -e qe f1,S '!-DINS' ��0✓c P
Address: 7--IJ'Y -
�jt t Phone No: -;L*)-'03A0 Fax No: >41 - O3
Surety(if any): 44/4
Address: Amount of Bond S
Phone No: Fax No:
Name and address of any person making a loan for the construction of the improvements.
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florida,other than himsel&designated by owner upon whom notices or other
documents may be served:
Name:
Address:
Phone No: Fax No:
In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in _.
Section 713.06(2xb),Florida Statues. (Fill in at Owner's option).
Name:
Address:
Phone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recovding unless a
different date is specified):
THIS SPACE FOR RECORDER'S USE ONLY IN A r�
Signed _ Date: `� -
Before me this day of �4#0A1 „2,006 in the County
of Duval, State of FloYida,has personally appeared
Doc#2006135126,OR BK 13204 Page 1916, Pe JQ<lr< �7NYS
Number Pages:1 Notary Public at Large, State of Florida,- 0 ty of Val
Filed&Recorded 04/1 W006 at 02:55 PM, sion ex fres: �Y
JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY4roffuced
or
RECORDING$10.00 dentification: WIWAM t. POPE
Notary Public, State of Florida
My comm. exp. Oct. 19, 2007
Comm. No. DD 2597M
CITY OF ATLANTIC BEACH
BUILDING / ZONING DEPARTMENT WF
800 Seminole Road
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
www.coab.us
PLAN REVIEW COMMENTS
Permit Application #
Property Address: l Lin
Applicant: G&—
�ew&-eProject: I ' +'A,-)a
z" l
This permit application has been:
Approved
Reviewed and the following items need attention:
I
i - Low dosc6 C6�
c 0 pe)W /1;oe D S
Please re-submit your application when these items have been completed.
Reviewed By: Date:
Date Contractor Notified:
CITY OF
A�w�rt�c ad -
IMAMOM 0"Wn»
MAX V"WSMs
11"Ics
TO: hater Department
FROM: Building Department
DATE: j' . - l j
Please be advised that the final building inspection has been
completed on each of the following addresses and construction water
is no longer needed:
Permit Member Address
(1777
Building Department
1
IF
Cgexttftxat.e of
(situ of
Atlantic N=4 — ?Alnriba
Department of Nuitf ing Inspection
This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use For the following.
Use Classification ' Bldg. Permit No.
Group ,a. c?Ilt Type Construction Fire District
{Its Y� v(sU z'>t) :2� 's t! :roil)°;:.
Owner of Building i F:i" �<. t.tit3E'� Address I, e-;s£qef, '._118;—F . 322,16-
Building Address 5 :i '1 Dr. �a Locality -,- a i�f Bench, "' 3-2-33
Building Official Date: f
POST IN A CONSPICUOUS PLACE
NAF 0-m. • 35 .1 0 C!HF''S:01, 112 P0-2
MAP SHOWING BOUNDARY SURVEY OF
LOT /.46 BLOCK _ AS SHOWN ON MAP OF
A5 RECORDED IN PLAT BOOK PAGES ms's-e5$ OF THE CURRENT PUBLIC RECORDa OF DUVAL CO„ Ftp,.
FOR: CE/V;tX NoNI� LPR�'dlE'•17/(�h/ _
NOTE- BEA INGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT.
1`J�iL 4a' Y"�'7tQrtii S f7� 6 Sll4ti!f�/ Py/Ua�: �1. .'?) .ONO F? fEfd 0 I�fAT1dN 7G C��17t7�j��' yL�f T�Cra4 t'.>]Pr/
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PART nr r7oviRl; ,.a.AIT Lo.r /, 9E'CT/bM /1, rOWIVSAM& 2 R4A15F .?9�f.
CITY OF
4dan4r, BwzcA-O;k"'
Office of Building Official
REQUEST FOR INSPECTION
Permit
Time
Received ------- RK
,Job Address Locality
Owner's
Name ' —
Contractor
— -
BUILDING CONCRETE ELECTRICAL �MBING MECHANICAL
Framing F], Footing E Rough Wiring Ct Rough ----E, Air Cond,
Re Roofing G Slab 0 Temp Pole E, ,9�j 4fit-- -r� Heating
Insulation 17 Lintel L Final El wer ..)Fire Place
Pre Fab
READY FOR INSPECTION A.M.
Mon. Tues. Wed. Ch—Urs, Friday
A.M.
Inspection Made P.M,
f-r Ar
E,
Inspector— Final Inspection---- Certificate of Occupancy E
Date
CITY OF
Bar-A
Office of Building Official
REQUEST FOR INSPECTION
Date -- ---- -- Permi No. -------------- -Time Z/.J 1(� .IV,.
Received ��ii CJ M �
---
Jo dress _ ocaii+
Owner's
Name _ �_ Contractor
BUILDING Cr-8@tUGF{I"i` LECTRICAL PLUMBING MECHANICAL
Framing Rough Wiring Rough Air Cond. &
Re Roofing Slab Temn Pole Top Out Heating
Insulation i Lintel Final Sever F're Place
Pre Fah
READY FOR INSPECTION
Mon. Tues (:
uesNed. Thurs. Friday
/ A M..
inspection Mads - - —1/-'3C�- -- -- P.M.
FraIi Cto,
t tc o ccup,aincv
J t
CITY OF
4&4m& hmr. c-4%
Office of Building Official 3 ? ✓
REQU9ST FOR INSPECTION , a°
Date_ � r'.f' �� Permit No.
Time A.M.
Received t P.M.
f94r:
Job Address Locality
Owner's
Name _ Contras , _---
BUtLDtNG CONCRETE ELECTRICAL PWMEGHAN#GALS
Footing 0 hough wiring G Rough
Re Roofing slab 0 Temp Pole C Top Out 0 Heating
Insulation Lintel C Final Q Sewer El Fire Place E
Pre Fab
READY FOR INSPECTION
A.M.
Mon. Tues. Wed. Thurs. Friday PM.
A.
�nspect,on Made
insor al inspecti �' }
riificate of Occupancy
4&A4.0
tt��ll CITY_O/F
Office of Building Official
REQUEST FOR INSPECTION
7
Date `' Permit No.
Time A.M.
Received RM.
96
Job Address Locality
Owner's
Name +.+� Contractor
BUILDING CONCRETE ELECTRICAL pLU MECHANICAL
Framing C7 Footing G' Rough Wiring Q Roug Air Cond.& C
Re Roofing 'El Stab C Temp Pole 0 Top Out ❑ Heating
Insulation ❑ Lintel Q Final Sewer 0 Fire Place ❑
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. Thurs. Friday
A.M.
Inspection Made PM.
Inspector ti Final Inspection 0
Certificate of Occupancy G
Date _�_�
//CITY OF
Office of Building Official
REQUEST FOR INSPECTION
Permit No.
Date_ {
Time
Received / -M
0
Job Addres
Owner's j
Name Contractor
ILD{ G CONCRETE ELECTRICAL PWMBINIU MECHANICAL
Footing - Rough Wiring Rough — Air Cond.&
Re Roofing JJJ Slab = Temp Pole Top Out Heating
Insulation Lintel C Final Sewer Fire Place ❑
Pre Fab
REAM"R INSPECTION
Mon. Tues. Wed. } Thurs. Friday
A.M.
Inspection Made !� P.M. n/.
inspector_ Final Inspection C
Certificate of Occupancy C
Date -
i
CITY OF
Ott 2�t M& -097k
fOffsce of Building Official
r
REQUEST FOR INSPECTION
Date
—r/—r �� ;, Permit No. f 7
Time A.M
Received P.M.
7�Job Ad ress Locality
Owner's
Name — Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing Footino _ Rough Wiring _ Rough _ Air Cond. & _
Re Roofing Slab - Temp Pole Top Out Heating
Insulation ❑ Linte! _ Final _ Sewer Fire Place
Pre Fab
READY FOR INSPECTION
A.
Mon. Tues. Wed. Thurs. Friday----PP
.
1 A.M.
nspection Mads �=�_�_—�-- �P.M.
.^SpeCiOf _
Final Inspection
Certificate of Occupancy
Date _
DATE: 9S_
_
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE
SATISFACTORY:
" =---------------
s. _ -------------
-----------------------------------------
----- -------------------------------------------------
------ -------------------------------------------------
Enclosed are the blue copies of the permits.
SINCERELY`/
,
BUILDING INSPECTION DIVISION
cc:FILE
1
33
woo
604
AOOPOIAtCle0 FQ4`N Pe���tNo
1 L acro, Qyl� Pie�ap
1 ro _
Gate A
�`�ee\Jed �,fG'���i�n9 seg+ Fi�Aay
Pe" d� 4oU9�Po�e
SCP NGa*,,�
ger s �oti�o9 f Q`l SpA QM.Fir NOS p000Par�
Na 40, e�
6U
i ��ts0 � Date
Reso�at�on ! yes. � 3 1
�o V
eouon
�psP
,nsPeotot��
TRANSNITTAL DOCU Off FCRt JRA
DATE: / - 3 - 95
The following permits have passed "rough" inspection:
Permit No. Address
sKxmzxgix atecxm dxmxotxxlzksoapa=xW.-t a. Please update
your records accordingly.
Than yo
EbI
CITY OF ATLANTIC BEACH
/vcb
46
CITY OF ATLANTIC BEACH, FLORIDA
a
APPro"dby APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:..,._.. !� 19 1
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HERESY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN ACCORDAKE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES,
Y
RCO RIe- aL
ELECTRICAL FIRM: MASTER E E � C18N
NAME.. N. x '`I�`� ADDRESS:_.11- �`' ����5 _ RFD BOX
BLDG.SIZE BETWEEN:
RES. AFT.( I COMM.( ) PUBLIC,( ) INDUS.( I NEW(4 OLD ( I REW.( )
AODITION( ) TRAILERII ) TEMP.1 I SIGNS ( I SO. FT.
SERVICE: NE-W W INCREASE( I REPAIR ( 1 FEE
"Y
CONDUCTOR SIZE AMPS ISO COPPER ALUM.044
SWI C OR BRE KER il
, AMPS PH 3 W � NO )
EXIST.SERV.SIZE AMPS PN I. W VOLT RACEWAY
FEEDERS NO. SIZE NO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
0.30 AMPS. 1.100 AMPS,
SWITCHES
INCANDESCENT _
FLUORESCENT d M.V.
FIXED o.too AMPe, I
APPLIANCES BELL TRANSF.
AIR H.P.RATING N.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
4
0.1 OVER
MOTORS H.P. VOLTAGE PHS NO. 1 111P. VOLTAGE PNS
f
P9R-39A4
1
DEPARTMENT OF BUILDING
rr
CITY OF ATLANTIC BEACH
PERMIT P`C3R lAT CSN _ �. ._ ---�--- LOCATION INFORMATION -....��... �_
Perm .rt Number,. 9366 ddress*, 150 DRIVE SOUTH �
Pet tit Type: PLUMBING
ATLANTIC BEACH,, FLORIDA 322 I.
Class. of Work: NEW ----_- - LZOAL DESCRIPTION �-_.._------
Co Hour. Type:` WOOD FRAME dt : 136, Bloi6ki section:
Proposed Use: SINGLE FAMILY' Township, RNA: �
LINKSIIE #�
ellubdivision: $ELVRD r +de ?
1 .
Es timat#�d Value: $0Aoo
Total`"� � � . `� SSS .0
Di" 4
W�^rk DesNO IN (GLvE, It, ILY RESIDENCE
i
TION
�y�•�{n h �aiMs r
APPLICATION
`( *}-1yrr{y�?y +�'�yy� y�{y�
r 4n
Ns ee STATE PER�1 � ,7 00
Ad* e I S DRIVE SO � W EE Hro f"
r ,
EE
C' f
FLORID, '
his e: WATERMETER/TAP $4.00
RADON GAS�R.R.S. S0.00
„ > RADON .CAB .6$. � tDO
CO T1tA I>!11ORMA'T I .
'TOMB NO CAPITAL .IMPROVE. $0 .00
f. Address, 4029 IMC BLVD. SEWER, T11&'
O E, FLA. 32210 CROSS CI:,}N}�ECTIQN I'9Q ?D
11 T SEC 'H IMPACT FEE 4 ISD
r T�C1iARGE
NOTES:
NOTICE-*ALL.CONCRETE FORMS ANO FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
�r
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE
CLEAIAED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
RAI LURE Tt� Ct�MP1.
Y WITH THE MECHANICS' LIEN LAW CAN RESULT IN
”
THEPROPERTY QWNEA PAYING TWICE OR BUILDING IMPROVEMENTS."
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION`FOOT"
VIOLATION OPAPPLICABLE PROVISIONS OF LAW.
5 .+ q y
ATLANTIC BEACH BUILDING DEPARTMENT W int}ate
6 +► DII
By,
CITY OF ATLANTIC SUCH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION: /3/
OWNER OF PROPERTY:
BUILDING CONTRACTOR:
PLUMBING CONTRACTOR
AND ADDRESS:
TELEPHONE NUMBER: - r
STATE LICENSE NO: C F C - 0 19 19 4
R
TYPE OF BUILDINGS:
TYPE OF WORK:
/ HOW MANY OF THE FOLLOWING FI Tt7RES INSTALLED
SINKS SHOWERS
LAVATORY / WATER HEATERS
BATH TUBS / DISHWASHERS
URINALS ` DISPOSALS
CLOSETS _ WASHING MACHINE
FLOOR DRAINS SHOWER PANS
OTHER`,
TOTAL FIXTURE COUNT: / x _
$3.50 + $15.00 $
----------------------------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION'OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-8825
9993
1
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH
PERMIT INFORMATION - - LOCATION I N'FORM,AT I Old ---------
P
e,rmi
_.---_---
Permi Number: 933 Address : 1596 LINKSZL?E DRIVE
Permit Type: MECHANICAL ATLANTIC BEACH , FLORIDA 31233
frl4ss gat Work: NEW LROAL DESCRIPTION _--
E7 n r. Type WOOD FRAME c+t : Block: Section:
':rt'posed 'Use. SIN'OU FAMILY Townah p: RNLI; 0 1
D�i* rigs w l Code. 01 fumivision: SELVA` LINKSM
Estimated value. a4x�10
Ir
- rov Cost * $0.00
dotal Feed 547 .00
ALcatant, ? AM
Dat 1 94
r 0 ;: AL HEAT ANIS AIR IN NEW SINGLE FAMILY HOMES y
fiION ��-w� ��� ����__ APPLICATION PERS _..� ... i
Nam ;. � .n �..� PRMIT $47 ,00
A&Lddr E DRIVE [CATER IMPACTFEE
0
C FLORIDA SEW ��` P CT ` EE �� fl , �
*, RADON OAS�H,R S. $0 ,00
G.,m
-------- c ` I RMATI a RADON CAH 5 $0 .00 1
Name: M ISA x AIR __ wCAPITAIMPROVE $0 .00
H 00 df 5149-- � S
ACRHQ LE , FL 3225 ` CROSS CONNECTION $Q .00
aLf , C,, I2Type r D SEC H IMPACT ' FEE $0.,x..00
CONST'.SURCHARGE =iia .
c'A
0 Q r
NOTES: {
NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE
CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE.PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." I
�S '01 O ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION fiOR �
VIOLATION OF APOLICABLE PROVISIONS OF LAW.
ATLANTIC BEACH BUILDING DEPARTMENTbates 11191E 0 _ dri7i4
1
-BoA
..�.��,. .,, x. _._. - .., ieN.t�_ :. x.. . ., _ .,- "x4HtSn£$+.xsr:}�!.$f37:+aA:d.i. -, i►y`... {
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC IJEACH
ATLANTIC O[ACH.FLORIDA if200
APPLICATION FOR MECHANICAL, PERMIT CA1a.:14HUmaE'A
IMPORTANT-- Applicant to complete all items in sections 1. 11..111. and IV.
LOCATION $It49t Addlew r7 ks I Lt— p—I Vit --OF 1a141'saclia9 s119•I61 11141ws•e 12Ln1 n„(,�/r� f And���
BUILDING �� j Ai
SYb• rliioe
Il. IDENTIFICATION --To be completed by all applicants
In eomiderstion of p•tm;1 96se lot doing the Wolk as d•setibed In the abcr9 Statement we Mr9by 09tes to ve•ic••n s4;d .o•► •• r::: or•:e
.4th the 4114c►jd pleat gad Specilkalioas which.•te • peel hereol *ad ie 9ecotdoace rite the C;ly of Jecisoavit•e old;wces 9•4
of good Fracke tithed th9vi4.
Name of ldeche.icai ColMacfoq
c•alract•r (htsII Mash►
Hams of
h9prty Ovaat .
s4dalwt9 of Owns? signature of
4+A4th9rit9d Agent , Archll9ct of 6094149/
111. G ERAL INFORMATION
A. yr"of h•atia9 fwels B.
If
.�d9ctlic OTNCONSTRUCTIomfEING GONE
THIS WUILDII40 on 31TIC T
0 baa—❑ It a Naval ❑ ceattsl Utility
IF YES, GIVE NtltAstR Of CONSTRUCTION
❑ Di r PERMIT
0 Other — SP441y
IV. 14CHM)CAL MUIP161iNT TO U MSTAI.IBD NE OF WORK
(►.Bride compl•lo IW of Components on back of this lana) 7,/Residential or t I Commercial
�Heat ❑ Space 0 Rssed drl G
oeoelvel O Peon -L'J New Building
�Nr Condd6aia9: Q Room �Cestrd ❑ Existing Building
004 Sy.le as M619141 11:' 'i LL-K Thicbe I Z�I 0 ptacem-sht of existing system
Mastmwm"Poelly 1000 .� New Installation(No system previously installed)
0 Refig•tetioe ❑ Extension or add-on to existing system
❑ C"1149 toe.•.: C•pectty >1 ❑ Other— Specify
0 Fin rpriaWn: Nvmber of h•A. ,
0 Eier.a. ❑ hf•etih ❑ Emat•for,._.....r._..IWARA r)
THIS SPACE FOR OEftCtl Uti ONLY
0 6•wGw pumpa (avmbe►) {Reeetredl
0 Toa1i itwmb•rj Rem•tks
❑ 00 txwt•Aen._ (ewtrttarl
❑ VOW prwwe vetW
0 Wove Ienott Appowd by D•h._._._
Q Atha—Spel:)fy Permit Fee
LIST ALL EQUIPMENT
AM COK HONING AND REFRIGERATION EQU29ENT
Num>aesVmlts Deftcslntlott atodslNttluber M&AU9scLANIP �jY Ai'�r01��t
i
HEATIXG i FURNACES. BOILERS%FIREPLACES
AppmrXua�Dor Volts 1DeseelFtioa 39WA Number K"Utactur*r -HU)r AgMe7
PSR-8844;
0 # 11ci 1 M11" DEPARTMENT OF 84ILDINY3l s :'
ooww CITY OF ATLANTIC BEACH ,y
a
:
PERMIT I NFORMAT ION - LOCAT I OIC I NPORMAT IONPermit, Number= kddress ; 1500 LINKSIDE DRIVE SOUTH
P ani c» Tye: BUILDINr ATLANTIC 13EACH, F ORIDA'.32;233
' a $ of work. NEW ----------
' ' LffiE�z�L DESCRIPTION -�- _
cansf Type: >rdOOI 'RAf�1E cit : 13 5 Bl ok : Section:
Proposed Use• SINGLE FAMIt 0 �� 1fi �owhiNY
Dwe,,l lings I Code: 0 ubdivisibn: SzL13A LINKSIDE #2
"value: $$1618 .00
Improv. Cosi. : 0 .00 M
Total F27Y44
Amount-` $27
$27 . 44
-4 /IAJ94
I} t -
,@4. 1k D11 ^gin:..K. :, ,
ER PLAiS HSF 1344
Ra ATS 4 PERMIT $597 .00
s Y INTDRIVE r 13 WATER M ACT FEE �430.0
v FLORIDA 31 S �� 0 EE
�!ry16
(�y
F ` x RADON OAS-H.R.S, $6. 38
O A „ R ORMAT I t - RADON cAB ! $O.34
RT AL . STATE � � � CAPITAL IMPROVE. � -_$3.25 ,00 ,
AdAr s ;; 66,20 �apoml AE . .� ;. S�0 'SAP �. 6 .60
JACKS " LE, FL 3221.6 CROSS CONNECTION $35 .00
"Liven, 33' 34 TTpe 54 SEC ,R IMPACT PEE
N
CONST Y SURCHAROE C1
r
NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID'SIX MONTHS AFTER DATE OF ISSUE
ry
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE
CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE McCHANICS' LIEN tAW CAN RESULT 1W
fiNE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS "
$SUI D ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR
` ...
VIf?4ATCON OFAPPLICABLE PROVISIONS OF LAW.
iuw I mo . E
ATLAN r.IC BEsrrH,;BI4ft-'I G,[T P, T'V date; 14l41-1/94 01' �ll�� W06065
By: I ' i
y
CITY OF --
?ROPERTY .DESCRIPTION
716OCEAN BOULEVARD
_ot r_ _3 4e__Slock t Section 0 + 199
ATLANTIC BEACH.FLORIDA 32273
iubdiviolon:_�e.)�L Ll"!l� �1�. r islrr,"=-p,i•g and ZO4 d TELEPHUNEISi0U2�92195
___—__ L. iii �t�
itreet Cisme /� I / DESCRIPTION OF WORK
Ir Address 2-/_
If in a FLOOD HAZARD
'food Zones__R Lk_3�,_.,•_•,__area complete page 3. Brief r�
DescriptionI_5"rr.4 2!-q�1i \4
Class of Works
New/Romodsl/Addition)-�_'�_l
:ONING INFORMATION
Type of
• Construction �,j_ 2 r,-✓►��, ___
zoning Proposed
+istrictl-------Usel _ Estimated Value a_I oLI1. 1 _-__
:xcvptions or Materials s_L(J_01(2�_
ariances Granteds,_,_ _�•,,.�_ �� ---------------
Solid or
Filled
Grounds,. 0 Roof I
OWNER IHFORMATIOH
Method of Heatingl,LC�7tC_L_Np_�
Property Ovnerl_ eY1 _e -
"ailing
Addrese. �j•„ L.3�,.� l �_S _�...._.,__
__�S0._=, So h u t t e.
CONTRACTOR INFORMATION
Contractors—__5A M C C-S 0. bu V't- Phones
"ailing
Address I--------- .----------
---__ .._..-__...»—.----------------•------- zips ----------
Expiration
License Numbers_��Cs� ------------------------- Dates--------------
I NCRCNY CCRTIFT TWAT I NAT% NCAD AND CXAHINCD TMIS ArrLICATION AND KNOW TMC SAMC TO BE TRUE
AND CORRCCT. ALL PROVINIONt OF THIO LAM!! AND OROINAHCCU OOVCRNINO THIS TTPC GF WORK WILL BE
a ^ CONPLZCO WITH. 1IN[TNCR Sr[CIF![D Mtlt[!N OR NOT. TN! GRANTING of A PCRNIT Dots NOT PRCTumc To
OIVt AUTHORITY TO VIOLATS ON CANCWL THC ►ROVIIIIONt OF ANY FCOCRAL. STATC OR LOCAL RULES.
• ♦.
REGULATIONS. OIIDlMAIICCS. GR LAMS !N ANY AMNCN lNCLUOINO TNC OOV[RNiNO OF CONSTRUCTION OR TNC
F
PCRFORNAMCC or CONSTRUCTION OTHC PNOJ I UHOCRSTAHO THAT TNC ISSUANCC or THIS PERMIT is
v �"��,� .•� CONTINOCNT UPON TMa< ASOVt INFORM •L N RUC AND CORRiCCT AND THAT TOC PLANS AND SUPPORTIPC
a� DATA "AVC SCEO OR SNALL' Nt PROY CO t< R CO.
to i�`� A •
��F ���t•;.;. �S f_ Date Signature
Contreatar Sipnatur ------ ---------
--
------
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address �'���,�f� S`/� �` AR, �
Date /G" _fe_
Heated Square Footage /�,X2 _@ S Sr�d per sq ft =
Garage/Shed_@ S� dOper sq ft =
Carport/Porch @ $ /-3,,,,�,eZ per sq ft = $ �f
Deck @ $ per sq ft = $
Patio ` @ 5��!, � per sq ft = $_ 76
TOTAL VALUATION :
Total Valuation is $
Remaining Value $//. -- per thousand
or portion thereof
TOTAL BUILDING FEE $
+ 1/2 Filing Fee $ l9`
(1 ) Fireplaces @ $15 .00 $ 1-:C
BUILDING PERMIT FEE $_
WATER IMPACT FEE $ n a
SEWER IMPACT FEE S XI SSU
WATER METER/TAP $ s • c
CAPITAL IMPROVEMENT $
SEWER TAP $
(Oyyj RADON (HRS) .0050 $ & S
SECTION H PAVING ( ) $
HYDRAULIC SHARES S
CROSS CONNECTION
(Il`-I) SURCHARGE .0050 $ G-
OTHER $
GRAND TOTAL DUE $ 2 -7
ADDITIONAL PERMITS OR FEES: Mechanical Plumbing
Electric/New Electric/Temp ; SwimmingPool
Septic Tank Well ; Sign Finish Floor Elevation
Survey ; Other
CALCULATIONS and/or NOTES:
01 HAN CIA%PRINTING 0>~
lfl
N
N
M
M '110tice OE tommeneemeat
P
�i (PACPAR[ IN OU•/LICATC)
To whom it may concefn:
.rq •
> The undersigned hereby informs you that improvements will be made to certain real property, and in
0 accordance with section 713,13 of the Florida Statutes, the following information is stated in this NOTICE
9 OF COMMENCEMENT.
U
R3 {�
Description of property _�� � � e� � �_!�__I` S I G' L
--- ------------ ------
-___.___ -------------------------------------
According to plat thereof recorded in plat hook 4(7 pages .�
- -
- --------------------- - ----------------•--• -------• ------------- - - -----------— ----
of the current public records o- Duval County Florida.
NGeneral description of improvements ---------------------------------------------------------------------,
P Construction of Single Family Residence with Garage on concrete slab
Q -----------------------------•------------•-----------------•-------------------•--------------------------
+� Centex Real Estate Corporation Attn: Arthur Day
Owner -----------------------------------------------------------------------------------------------
a 6620 Southpoint Dr.S. Suite 400 Jacksonville Florida 32216
Address -------------------------------------------------------------------------------------------------
p
0 Owner's interest in site of the improvement ___Fee--Sim- -- -------------------------------------------
tn
o Fee Simple Title holder (if other than owner) _______________________________•.._________-_-______-_____--___.
N
lD
`D Name
Address -------------------------------------------------------------------------------------------------
Contractor -_ same- as- owner
-----------------------...-_--------------------------------------------
Address -------------------------------------------------------------------------------------------------
Surety (if any) ----------------------------------------------------•---------------------------------------
Address --------------------•--------------------------------------------Amount of bond
yName and address of any person making a loan for the construction of the improvements,
H
Name -----------------------------------------------------------------------------------------------------
Address ------------------------------------------------------------•-
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents
may be served:
Metropolitan Title & Guaranty Co
Name ---------------------------------•------------------------------------------------------------------
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 713.08 (2] [b], Florida Statutes. (Fill in at Owner's option),
Name ----------------------------------------- ----------------------•--------•-------____-__--------
Address ------------------------------------------------------ ---
- -----------
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
WATER 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) j' LAUNDRY TRAY (2)
_LAVATORY (1) /" COMBINATION SINK AND TRAY (3)
�yWASHING MACHINE (3) -�POT, SCULLERY SINK (4)
_DISHWASHER (2) SINK EACH SET OF
FAUCETS (2)
.%
_ KITCHEN SINK (2) "DENTAL LAVATORY (1)
_KITCHEN SINK WITH WASTE _.____/rDENTAL 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) LAVATORY, SURGEONS (2)
—.---�JACUZZI (2) URINAL STALL, WASHOUT (4)
TOTAL FIXTURE UNITS g/�� @ $20.00 EACH
JOB INFORMATION
Ft.OMPLAXU UEVCLOPtfEnr INFORHATIOH
Type of Devw1opment s...P U
Flood Zone�--�-- �.�_ �.�.�.------------------_---__-------
Required Lowest Floor Elevations
It building is located within a flood hazard zone, a survey must
be made AFTER THE SL.AS RAS BEEN POURED, certifying that the
LOWEST FLOOR EL.EVAUGH is equal to or above the base flood
elevation established for that :One.
No Sinal Inspection will be wade and no oertiticate of occupancy
will be issued until the survey► is on file with the Building
Department.
COMMENTS:
Applicant Acknowledgement* I understand that the issuance of
thio permit is cantinVent upon the - above information being
correct and that the plans and supporting data have been or shall
be provided an required. 2 agree to oowply with all applicable
provisions o1 Ordinsnw No. 23-7-11 and all other laws or
ordinances affecting the proposed develop t
Date-_____..___._._-__Applicant's Signature__ ,- -----------
------------------------------------------- -------
Department Uma
Required Lowest Floor Elevation -___---_-_-
Agt Built Lovest Floor Elevation .................
Survey Filed with Building Department ...........
- -
Building Department Representative
' page 3
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: 136 SL BUILDER: CENTEX
AND ADDRESS: 1596 LINKSIDE DR S PERMITTING CLIMATE
JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 2I_1 31_1
OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100
CK
1. New construction or addition 1. New Construction
2. Single family detached or Multifamily attached 2 . Single-Family
3. If Multifamily-No. of units 3. 0
4. If Multifamily, is this a worst case (yes/no) 4 .
5. Conditioned floor area (sq. ft. ) 5. 1344 .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 138.90sgft
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 , 147 .00 ft
10.Net Wall type area and insulation:
a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 944 .00sgft
b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 149.00sgft
11.Ceiling type area and insulation:
a. Under attic (Insulation R-value) lla.R=30.00 , 1344 .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: 0.88
16.Hot Water Credits: (HR-Heat Recovery, 16.
DHP-Dedicated Heat Pump)
17 .Infiltration practice: 1, 2 or 3 17 . 2
18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Multizone)
19.EPI (must not exceed 100 points) 19. 98.06
a. Total As-Built points 19a. 26080.76
b. Total Base points 19b. 26597 .96
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
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: � �cJ compliance in accordance with Section
DATE: /U- S-4L/ 553.908 F.S.
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT: CsQ-/w a-&") BUILDING OFFICIAL:
DATE: `o- DATE:
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for EPI= 98. 1
DCA Form 600A-93
or Form 600B-93
0 10 20 30 40 50 60 70 80 90 100
---------------------------------------X- 1
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
HEATINGSYSTEM. . . . . . . . . . . . . .
6.8 HSPF 12 .0
Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I
WATERHEATER. . . . . . . . . . . . . . . .
0.88 0.96
Electric EF. . . . . . . . . . . . . . 0. 88 IX-------------------- 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:(a(oae7 So�•`�'1�,pa,.1 �,Q,�S. Signature: > Date:�y-s Sy
city/zi .. W 3 Uzi (o
Florida Mergy 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: 136 SL BUILDER: CENTEX
AND ADDRESS: 1596 LINKSIDE DR S PERMITTING CLIMATE
JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1
OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100
CK
1. New construction or addition 1. New Construction
2 . Single family detached or Multifamily attached 2 . Single-Family
3. If Multifamily-No. of units 3. 0
4 . If Multifamily, is this a worst case (yes/no) 4 .
5. Conditioned floor area (sq.ft. ) 5. 1344 .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 138.90sgft
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 , 147 .00 ft
10.Net Wall type area and insulation:
a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 944 .00sgft
b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 149.00sgft
11.Ceiling type area and insulation:
a. Under attic (Insulation R-value) lla.R=30.00 , 1344 .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: 0.88
16.Hot Water Credits: (HR-Heat Recovery, 16.
DHP-Dedicated Heat Pump)
17 .Infiltration practice: 1, 2 or 3 17 . 2
18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Multizone)
19.EPI (must not exceed 100 points) 19. 98.06
a. Total As-Built points 19a. 26080.76
b. Total Base points 19b. 26597 .96
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
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: CaA�JIQ") compliance in accordance with Section
DATE: /0-s" -'?q 553.908 F.S.
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT: ,1-f BUILDING OFFICIAL: IfK
DATE: DATE:
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: 136 SL BUILDER: CENTEX
AND ADDRESS: 1596 LINKSIDE DR S PERMITTING CLIMATE
JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1
OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100
CK
1. New construction or addition 1. New Construction
2 . Single family detached or Multifamily attached 2 . Single-Family
3. If Multifamily-No. of units 3. 0
4 . If Multifamily, is this a worst case (yes/no) 4 .
5. Conditioned floor area (sq.ft. ) 5 . 1344 .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 138.90sgft
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 , 147 .00 ft
10.Net Wall type area and insulation:
a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 944 .00sgft
b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11 .00, 149.00sgft
11.Ceiling type area and insulation:
a. Under attic ( Insulation R-value) lla.R=30.00 , 1344 .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: 0.88
16.Hot Water Credits: (HR-Heat Recovery, 16.
DHP-Dedicated Heat Pump)
17 .Infiltration practice: 1, 2 or 3 17 . 2
18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Multizone)
19.EPI (must not exceed 100 points) 19. 98.06
a. Total As-Built points 19a. 26080.76
b. Total Base points 19b. 26597 .96
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
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: /U 553.908 F.S.
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
SUMMER CALCULATIONS
*******************************************************************************
BASE ___ ( __= AS-BUILT
GLASS----------------
ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS
-------------------------------------------------------------------------------
N 80.40 65.8 5290. 3 DBL CLR N 15.0 38.3 .94 537 .2
DBL CLR N 42 .0 38.3 .94 1504 .0
DBL CLR N 11.7 38.3 .94 419.0
DBL CLR N 11.7 38.3 .94 419.0
E 9.00 65.8 592 .2 DBL CLR E 9 .0 79.7 .94 677 .8
S 28.50 65.8 1875.3 DBL CLR S 24 .0 66.2 .90 1432 .6
DBL CLR S 4 .5 66.2 .90 268.6
W 21 .00 65.8 1381 .8 DBL CLR W 15.0 79.7 .94 1129.7
DBL CLR W 6.0 79.7 .94 451.9
-------------------------------------------------------------------------------
. 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS
AREA AREA FACTOR POINTS POINTS POINTS
-------------------------------------------------------------------------------
. 15 1, 344 .00 138.90 1.451 9, 139.62 13,265.28 1 6,839.83
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
NON GLASS------------
AREA x BSPM = POINTS I TYPE R-VALUE AREA x SPM = POINTS
-------------------------------------------------------------------------------
WALLS----------------
Ext 944 . 0 .9 849.6 Ext Wood Frame 11.0 944 .0 1.70 1604.8
Adj 149.0 .7 104 . 3 Adj Wood Frame 11.0 149.0 .70 104 .3
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 1344 . 0 .6 806.4 Under Attic 30.0 1344 .0 .60 806.4
FLOORS---------------
Slb 147 .0 -37 .0 -5439.0 Slab-on-Grade .0 147 .0 -41.20 -6056.4
INFILTRATION---------
1344 .0 8.0 10752 .0 Practice #2 1344 .0 8.00 10752.0
TOTAL SUMMER POINTS
20,511.80 14, 182. 15
TOTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING
SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
-------------------------------------------------------------------------------
20,511.80 .37 7,589.37 1 14, 182 . 15 1.00 1. 100 .340 .860 4,561.55
*******************************************************************************
WINTER CALCULATIONS
BASE ___ __= AS-BUILT
GLASS----------------
ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS
-------------------------------------------------------------------------------
N 80.40 -10.6 -852 .2 DBL CLR N 15 .0 7 .3 1. 10 120. 1
DBL CLR N 42 .0 7 .3 1. 10 336.2
DBL CLR N 11.7 7 .3 1. 10 93.7
DBL CLR N 11.7 7 . 3 1. 10 93.7
E 9.00 -10.6 -95.4 DBL CLR E 9.0 -9.2 .84 -69.3
S 28.50 -10 . 6 -302 . 1 DBL CLR S 24 .0 -28.4 .96 -652 . 1
DBL CLR S 4 .5 -28.4 .96 -122.3
W 21.00 -10 . 6 -222 .6 DBL CLR W 15.0 -9.2 .84 -115.5
DBL CLR W 6.0 -9.2 .84 -46.2
-------------------------------------------------------------------------------
. 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS
AREA AREA FACTOR POINTS POINTS POINTS
-------------------------------------------------------------------------------
. 15 1,344 .00 138.90 1.451 -1,472.34 -2, 136.96 -361.59
NON GLASS------------
AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS
-------------------------------------------------------------------------------
WALLS----------------
Ext 944 .0 2 .2 2076.8 Ext Wood Frame 11.0 944 .0 3.70 3492.8
Adj 149 . 0 3 .6 536.4 Adj Wood Frame 11.0 149.0 3.60 536.4
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 1344 .0 1.2 1612 .8 Under Attic 30.0 1344 .0 1.20 1612 .8
FLOORS---------------
Slb 147 .0 8.9 1308.3 Slab-on-Grade .0 147 .0 18.80 2763.6
INFILTRATION---------
1344 .0 7 .4 9945 .6 Practice #2 1344 .0 7 .40 9945.6
TOTAL WINTER POINTS
13,817 .44 18,382.21
TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING
WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
-------------------------------------------------------------------------------
13,817 .44 .55 7,599.59 1 18,382 .21 1.00 1. 100 .500 1 .000 10, 110.22
*******************************************************************************
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 .88 1.000 3803.0 1.00 11,409.00
*******************************************************************************
SUMMARY
*******************************************************************************
BASE __= I =_= AS-BUILT
COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL
POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS
-------------------------------------------------------------------------------
7589.4 7599 . 6 11409.0 26,597 .96 4561.5 10110.2 11409.0 26,080.76
*****************
* EPI = 98.06
*****************
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for EPI= 98. 1
DCA Form 600A-93
or Form 600B-93
0 10 20 30 40 50 60 70 80 90 100
---------------------------------------X- 1
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------- �
INSULATION. . . . . . . . . . . . . . . . . .
R-10 R-30
Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1
R-0 R-7
Wall R-Value. . . . . . . . . 11.0 1 --------------------X1
R-0 R-19
Floor R-Value. . . . . . . . . 0.0 IX-------------------- I
AIRCONDITIONER. . . . . . . . . . . . .
10.0 SEER 17 .0
SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I
HEATINGSYSTEM. . . . . . . . . . . . . .
6.8 HSPF 12 .0
Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I
WATERHEATER. . . . . . . . . . . . . . . .
0.88 0.96
Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- 1
0 .54 0.90
Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- )
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: -signature: C6_&, -Q SgL,) Date: /d
city/zip e.oOiv,1 � 3Z 2_�1p
Florida En rgy Code for Building Construction - 1993
Florida Department of Community Affairs FL-EPL CARD93
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 : 136 SL
ADDRESS : 1596 LINKSIDE DR S
CITY :JACKSONVILLE, FL 32233
OWNER :CENTEX
BUILDER :CENTEX
Conditioned Floor Area : 1344 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 20515.78 STRUCTURE SENSIBLE 9713.939
MECH.VENT- 200 Cfm 4180.00
SENS. + MECH.VENT : 13893.94
TEMP.SWING @ 3 DEG. : 1.00
OCCUPANT/APPLIANCE 3000.00
DUCT LOSS 1025.79 DUCT GAIN 1689.39
TOTAL LOSS/BTUH 21541.57 TOTAL SENSIBLE 18583.33
TOTAL LATENT 12020.99
--------------------------------------------------------------------
20% OVERSIZE FACTOR 4308.31 20% SENS.OVRSZE FTR: 3716.67
ACTUAL + 20% OVERSIZE: 25849.88 SENS. + 20% OVERSIZE: 22300.00
--------------------------------------------------------------------
* 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 15.00 435.00 690.00
West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00
East Double Clr Drapes/Blinds 1 9.00 261.00 414 .00
South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00
North Double Clr Drapes/Blinds 1 15.00 435.00 240.00
North Double Clr Drapes/Blinds 1 42 .00 1218.00 672 .00
North Double Clr Drapes/Blinds 1 11.70 339.30 187.20
North Double Clr Drapes/Blinds 1 11.70 339.30 187 .20
South Double Clr Drapes/Blinds 1 4 .50 130.50 112 .50
Infiltration : Winter Htm ( 29.4 ) x 138.90 4083.66
Infiltration : Summer Htm ( 7 .74 ) x 138.90 1075.09
--------- --------- ---------
Window Frame : Metal SUBTOTALS: 138.90 8111.76 4453.99
R-Value Area Loss/Btuh Gain/Btuh
WA L L S----------------------------------------------------------------------
Wood Stud - Ext. 11 944 .00 3398.40 2360.00
Wood Stud - Adj . 11 149.00 536.40 253.30
--------- --------- ---------
SUBTOTALS: 1093.00 3934 .80 2613.30
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( 29.4 ) x 39.80 1170. 12
Infiltration :Summer Htm( 7 . 74 ) x 39.80 308.05
--------- --------- ---------
SUBTOTALS: 39 .80 1959. 18 496.21
CE I L I N G S----------------------------------------------------------------
Under Attic 30 1344 .00 1747.20 2150.40
FL 0 0 R S--------------------------------------------------------------------
Slab on Grade 0 147 .00 Lin.Ft. 4762 .80 000.00
* TOTAL STRUCTURE SENSIBLE *
-------------------------------------------------------------------------------
20515.78 16893.94
-------------------------------------------------------------------------------
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08-05-1993 S I Z E ANA L Y S I S Page 1 of 1
10:26:34 TRUS JOIST MacMILLAN (HASP siz-SIO01)
HARK H. ROSE (SOIOD)
Project Name: CENTEE HONES - PLAN 13703 B Page Title: GARAGE DOOR HEADER
---------- TJSizingT" 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 Slope(in/ft)... 0.000
Stress Level............... 1331 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/Repl
1 UNIF(plf) 350 ,1331 210 111- 0.00' 51- 6.00' from Lt Repl
2 TRIAN(plf) 0/ 110 1331 0/ 75 51- 6.00' 01- 0.00' from Lt Repl
3 CONC(lb) 1750 1331 1110 51- 6.00' from Lt Add
16" TJI(n)/96 � ..
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, 1; and special load 3
Maiimum Design Allowable Control
Shear(lb) 5253 5253 < 5985 1141 RIGHT and Span 1 under 1331 stress TOTAL Load
Moment(ft-lb) 24201 24201 < 26215 1081 MID Span 1 under 1331 stress TOTAL Load
Live Defl.(in) 0.595 < 0.815 L/333 MID Span 1 under Live Load criteria
Total Defl.(in) 0.911 < 1.100 L/104 MID Span 1 under total Load criteria
Span I
Max. Reaction Total(lb) 4414 5253
Live(lb) 2707 3223
Assumed Brg. Length(in) 3.00 3.00
Max. Unbraced Length(in) 48
Copyright (`) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho.
TJI("' is a registered trademark of Trus Joist MacMillan.
TJSizingr" is a trademark of Trus Joist MacMillan.
TRUSS SPECIFICATIONS
FOR
CENTEX HOMES 3703 B & D MASTER
CX3703BD
The numbers listed below are a list of truss specifications for the project named above. The engineer's seal on this index
sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and
Rules of the Florida Department of Professional Regulation Chapter 21H-23, for each component design only.
DRAWING NUMBER DATE DRAWING NUMBER DATE
USR732 94091716 04-05-1994 USR732 940 1 41 04-01-1994
USR732 94091717 04-01-1994 USR732 94091742 04-01-1994
USR732 94091718 04-01-1994 USR732 94091743 04.01-1994
USR732 94091719 04-01-1994 USR732 940917" 04-01-1994
USR732 94091720 04-01-1994 USR732 4091745 04-01-1994
USR732 94091721 04-05-1994
USR732 94091722 04-01-1994
USR732 94091723 04-01-1994
USR732 94091724 04-01-1994
USR732 94091725 04-01-1994
USR732 94091 26 04- 1-19 4
USR732 94091727 04-01-1994
USR732 9409 728 04-01-1994
USR732 94091729 04-01-1994 f,.•'`�-nlr�
USR732 94091730 04-01-1994 ° "'
USR732 940 173 04-01-1994 j��'4,Q'K1F�0 •`��•
USR732 9409173 04-01-1994 t �V •' ��
USR732 94091733 04-01-1994 ,
USR732 94091734 04-01-1994
` STATE OF. 4jt
USR732 94 91735 04-01-1994 `t^ `� ,�� ° Qp ,
USR732 94091736 04-01-1994 l' t eNi4— 03 B & D MASTE
USR732 940 1737 04-01-1994 N`
USR732 94091738 04-01-1994 C Q
USR732 94091739 04-01-1994 RAS
USR 2 94091740 04-01-1994 i
Jo o: (Cx3703BO--Centex Homes Inc 3703 B 6 D MASTER) / T4 21'4" Common Girder THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 3 Complete Trusses Required
807 CHORD 2x6 SP #1 Dense p Q �
WEBS 2x4 SP #3
NAILING SCHEDULE: (10d.,box—nails)
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. TOP CHORD: 1 ROW @ 16 o.c. w
UPLIFT (LB): 1209! 1174 BOT CHORD: i ROW @ 6" o.c. N
BRG.LOC (FT): 0.00 21.04 WEBS : 1 ROW @ 4" o.c.
TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING LD
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM).. BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING.
1991 STANDARD BUILOING'COOE. ENCLOSED, MWFRS. (1) 1/2"molts MAY BE USED FOR 0 SOd_boxsails ON
THE BOTTOM CHORD ONLY.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. v
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ru
THIS GIRDER DESIGNED TO CARRY 30-00-00 TRUSSES FRAMING TO 0
BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT
FROM OTHER SIDE.
C6X6
T r
C3X8 C3X8
m 6 J
In
C3XB (A1) C3XB (Ai)
X1
10-8-0 10-8-0
21 '4"
OVER 2 SUPPORTS
R=6336# W=3"8 R=62531 W=3"B
PLT. TYP.- CLARY-V2 T TPI FL/1/i/1/F/-/- Rev 17.Ph SCALE = 0.2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REWIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70858
SHALL NOT BE RESPONSIBLE FOP I IN HANDLING. ERECTION AND
OC,L.
ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY 7PI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRU59 IN CONFORMANCE MITN 05788 SY tPI. FOR ADDITIONAL SPECIAL PERMANE BRACING RE
CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREHENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DRW USR732 94091720
1.i.I0N e+ A101" A4..6 GR S EXCEPT AS NOTED. APPLY CONNECTORS TD EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER0 . 0 PSF BY: Dlnc...e"•'.."cta, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL �
18D1 S. Grt9t 6000hwett pWWy. CONNECTORS PER DRAWINGS 130. 150 5 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 41GID CEILING --SEE TOT.L D. 37 . 0 PSF
Gran. PrBIr1 S. TX 76093 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S TECHNICAL UPDATE h/1/911 FOR SUGGESTED
1214) 660-38.10 3EAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25
IN Y.
ANO BHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
.__Yet . Ta K" a.t. tuaTTr,nc M*. 4044 WATIM., n"tettw axrtcTrATTNN FN"rNM rn—TW„rnw IRPACTNG see above,
joo: (CX3703BO--Centex Homes Inc 3703 B S D MASTER) / T6 10' Hip Girder 5'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP *2 N SPECIAL CONNECTION/HANGER FOR 447.76# REACTION AT RIGHT END.
BOT CHORD 2x4 SP #2 N c
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. U)
UPLIFT (LB): 350 350 _
BRG.LOC (FT) : 0.00 9.75 v
TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND LO
SPECIAL CONNECTION OR HANGER REQ'O FOR CONCENTRATED LOADS) WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . N
1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
SPECIAL CONNECTION/HANGER FOR 484.64# REACTION AT LEFT END.
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LD
v
tU
b1 HIP, DESIGNED TO SUPPORT 05-00-00 JACKS IN FRONT AND 03-00-00 41
JACKS ON ENDS. JACKS HAVE NO WEBS.
C5X5 (R) (R)
6 p
m
o C3X5 C3X5
r,
(L m
A
.-t
3-0-0 4-0-0 3-0-0
C X4 2049 � 204# - C2X
10'
OVER 2 SUPPORTS
R= 673# W=3" R=673# W-3"
PLT . TYP.- CLARY-V2 P - Rev 17.2m SCALE = 0 .5000
**IMPORTANT** CLARY DIVISION OF ALPINE WARN-INGTRUSSES REGUIRE EXTREME CARE TC LL 20 . 0 PSF REF R732--70661
SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND
0.L.1vislaft
ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACINt. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94
CE
FAILURE TO BUILD THE TRUSS IN CONFORMANWITH GSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE A
CLARY CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM 9UIREMENTS. UNLESS OTHERWISE INDICATED, TOP 8C DL 1 0 . 0 PSF DPW USR732 94091723
of Aldtn- AAAG GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
1n-t""'.-Produce.. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL -•0 0. PSF By: -'O L D
CONNECTORS PER DRAWINGS 130. ISO i 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED-PlOWCEILING--'SEE
1801 S. Great SOUth"ISt PkNY, CONFORM W/APPLICABS.E PROVISIONSOFNOS B TPI. AN ENGMER'S TECHNICAL UPDATE- U/1/9Il-,FOA SUGGESTED TOr:LD. 3.7' O: PSF-
Grano Pralrle, TX 75051 SEAL.ON THIS DRAWING.APPLIES TO THE COMPONENT DEPICTED HERE- DRYWALL•APPLICATION: FURNISM-A CORY OF.THIS
1214) 660-3930 IN ONLY, AND SMALL NOT BE RELIED-UPD+1N ANY-OTHER.WAx-•• I DE9IGN•TO,-Tt£ IwsS..EFFiCTIDN•CGNTAAGSOR - .. DUR,.FAC. 1-. 25'.
---TPI - TRUSS PLATE INSTITUTE. NDB - 1991'NATIONAL DESIGN.•SPECIFICATION FOR WOOD CONSlgUCTIOM - SSpAp(d S eI? ab o ve z ` • '
Job: True Truss (CX370380--Centex Homes Inc 3703 6 S 0 MASTER) / T1 21*A' Hip Girder 7'13KS OWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP f2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** x
BOT CHORD 2x6 SP t1 Dense c
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. tn.
UPLIFT (LB) : 810 810 M
BRG.LOC (FT) : 0.00 21.04 v
LOAD CONTINUOUS LOADS LOAD CONC. LOADS TRUSS DESIGNED FOR i10.00 MPH WIND, 15.00 FT ABOVE GROUND w
CASE SIDE .L-PLF R-PLF START END CASE SIDE MAG X-LOC WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . N
0 T 54.0 54.0 -1.5 22.6 0 B 248 15.8 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
0 B 20.0 20.0 0.0 21.3 0 B 546 16.3 tD
0 B 248 5.5 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED, bb
0 `B 546 5.0 0
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. to
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAD(S) .
rn
T C5X C2X3 C5 7
m C3X4 3X4
0 6I7 <\
� C4X5 (A S) 4X5(A i)
C2X3 j�12X5 X
546#- 248# 2&j 07'-
46#..
7-0-0 7-4-0 0
-4- 21-4-0 -4-
21 '4" r
OVER 2 SUPPORTS
R-1659# W-3"8 R-1659# W-3"8
IPLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/1 ! i E - - Rev 17.2h SCALE 1i 052500
**IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70854
SMALL NOT of RESPONS2SLf FOR IN HANDLING. ERECTION AND
CLC-.1'j.lr
ARY DEVIATION FROM THIS DESIGN OR TH£3E SPECIFICATIONS. OR ANY BRACING. SEE MIB-f1 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 04/05/94
FAILURE TO BULLD TILE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLAM CONNECTORS APE MADE OF 206A DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 9409!716
of ASo1ne AA46 SR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRAGEO WITH PROPER• .....4. lne tRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OL D
1801 S. DrffC SOUtRWfft RcW CONNECTORS PER DRAWINGS 230. 130 C IGOA-f, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 37 .0
�
Y• CONFOAK W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/t/f2H FOR SUGGESTED TOT.LD. 3 7 .0 PSF
Gr(2O ) 5 0-3, TX 75081 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COM OF THIS 1 .25
cz 1,) Bao-�4o DUR.FAC.t"ew v AIWI WMAf f "nt WE NELt[0 BAd1 IN AM OTHER MAY. DESIGN t0 THE TRUSS[RECTION COMPACTOR.
Jou: ICx3703B0--Centex Homes Inc 3703 B & D MASTER) / T2 21'4' Hip 9'S8 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
80T CHORD 2x4 SP #2 N UPLIFT (LB): 410 410 C
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21.04 cn
TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 7,00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w
ru
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
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OVER 2 SUPPORTS 10
R=8651 W-3"8 R-865# W-3"8
PLT. TYP, - CLARY-V2 R F - - Rev 17.2m SCALE = 0
*)(IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF R732--70855
SMALL NOT BE PESPONSIBLE FOR IN HANDLING, ERECTION AND
OLC' .JvjolDn
ARY NFDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACI4G. SEE HIS-B1 BY TPI. SEE THIS DESIGN TC DL / . O PSF DATE 04/01/94
cAILUiE TO BUILD THE TRUSS IN COORMANCE 011H OS700 BY TPI. FGRADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUI4MENTS. UNLESS OTHERWISE INDICATED, TDP BC OL 10 , 0 PSF DRW USR732 94091717
e/ Alpine AA46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER O . O PSF Y: 0 L D
fny,ne-n.e a•oa„ee-, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL B
1801 S. Greet South75051
Pkwy. CONNECTORS PER DRAWINGS 130. 180 B iSOA-F'. DESIGN STANDARDS WITH PROPERLY ATtA61ED RIGID CEILING--SEE :TOT.L D.: 37 .0- PSF-
GreS. Prelrle, th 76051 Y L'WV W W/APPLICABLE PROVISIONS OF NOS;:IPI. AN ENGINEER'S TECHNICAL UPDATE 17/l/911 FDA-SUGGESTED. . .
12 u1 6G0-39A0 I£x ON-THIS ORAKIAA APPLIES,40 THE COMPONENT OEVICTEO HERE--- DRYWA1y.MPLICAIION.•fURNbSN--A>COPY•OF THi6 � �-FPAC. 1".2.5-:
IN ONLY. AND SMALL NOT BE RELIED UPON IN-ANY DTIER WAY, OEBIGN TD THE TRUES IRECTION'CONTRACIOR.
---TPI . TRUSS PLATE INSTITUTE, NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION. �• - - SPACN .. 24.',:D�� ,• .--.
jot): (CX37038D--Centex Homes Inc 3703 8 6 D MASTER) / T3 21'4" Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
fOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
30T CHORD 2x4 SP #2 N UPLIFT (LB): 410 410
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21.04 Ln
TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. c,f
IV
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MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. m
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OVER 2 SUPPORTS ,.
R=665# W=3"8 R=865# W=3"8
ALT . TYP.— QLARY—V2 DESTGN CRIT TPT Rev 17,2h SCALE _ 0 2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRuss"s REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70856
SHALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTION AND
�Cck.11siaft
ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE MITH OS198 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 208A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USR732 94091718
e/ Alpine AAMB OR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
tnp—,-a--d-t.. I.e TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SNEATHtNG. BOTTOM CHORD BC LL 0 . 0 PSF BY: 0 L D �
f 80f S. Graaf SOu tlNwaat Pk*y'
PER DRAWINGS 130. 150 C iGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE _
Y CONFORM WIAPPLICABLE PROVISIONS OF NOS C TPI. AM ENGINEER'S TECHNICAL UPDATE fT/t/vu Fa+auwE9TED TOT':LD.: 3-7'.'0: PSF' '
Grano Pr81r1e, 1X 75051 ' SEAL ON THIS DRAWINGAPPLIESTO THE COMPONENT DEPICTED HERE .I DRYWALL APPLICATION. FURNISH A COPY OF THIS
Job: (CX3703BD--Centex Homes Inc 3703 8 G 0 MASTER) / T21 21'4` Common THIS OwG. PREPARED FROM COMPUTER INPUT (.DADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP let N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
SOT CHORD 2x4 SP let N UPLIFT (LB): 410 310 C
WEBS 2x4 SP lea BRG.LOC (FT): 0.00 21.04 In
TRUSS DESIGNED FOR 110.00 MPH WINO, 15.00 FT ABOVE GROUND z�
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w
ru
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OVER 2 SUPPORTS �
R-868# W-3"8 R-786# W-3"8
PLT . TYP.- CLARY-V2 - Rev 17.2h SCALE 0 .2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARNINGfAt1SsEs REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70857
SMALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND -7
4ac�Llvltlbn
A R Y DEYfATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL / .0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE d ffTT
CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 1 0 .0 PSF DRW USR732 94091719
el Alolne ARAB CR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED-WITH PROPER O O PSF B Y• L
Enet..."0'"'0't" Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESISN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL
1801 S. Great SOU1DMafL PWN . CONNECTORS PER DRAWINGS 130. 150 0 160A-F. DESIGN STANDARDS- 'WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 3 7 .•O PSF
Y CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FDR SUGGESTED - _
Grana Pralrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY.OF THIS
1214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON TN ANY OTFER MAY. DESIGN TO THE TRUSS EW-CT10N.CONTRACTOR. PUP.FAC. 1 .25
•.-TPI - i11U86 PLATE INSTITUTE. NDS • 1991 NATIONAL DESIGN SPECIFICATION FOR•WDOD CONSTRUCTION. SPACING 24 •D"
Job: True Truss (CX370380--Centex Homes Inc 3703 8 & 0 MASTER) / T5 7' Mono Hip Girder BiEB DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
x
BOT CHORD 2x4 SP #2 N c
WEBS 2x4 SP #3 SPECIAL CONNECTION/HANGER FOR 545.66# REACTION AT RIGHT END.
m
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. -4
LOAD CONTINUOUS LOADS LOAD CONC. LOADS UPLIFT (LB) : 270 300 w
CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC BRG.LOC (FT): 0.00 6.75 Iu
0 T 54.0 54.0 -1.5 7.0 0 T 29 0. 1 TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND
0 B 20.0 20.0 0.0 7.0 0 T 109 5.0 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . to
0 B 333 5.0 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. o
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. tD
SPECIAL CONNECTION OR HANGER REG'D FOR CONCENTRATED LOAD(S) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C, N
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
109#
C5X5 _.C,
m m
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CU 29# CU
C2X4 (A 14)j
4.3 1B v
9#. , 333# C3X3
5-0-0_ _L 2-0-0
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OVER 2 SUPPORTS
R-526# W-3"8 R-546# W-3"
PLT, TYP,- CLARY-V2 DESIGN CRIT TPI FL S 1 S E - - Rev 17.2h SCALE 11055000
**IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REOUIPE EXTREME CARE TC LL 20 .0 PSF REF 8732--70859
NS
SMALL HOT BE RESPONSIBLE FOR IN HANDLING, EPECTION AND
C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIO , OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOP AWITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONIECTOAS ARE MADE OF 206A 040. STEEL MEETING ASTM 9UIREHENTS. L LESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF ORW USR732 94091721
A Olvlfl +PN AlPlnt A446 6P 8 EXCEPT AS NOTED. APPLY CONIECTORS TO EACH FACE Of CHORD SMALL BE LATERALLY BPACED WITH PROPER
inaNn....a►ne,rct., lnc TRUSS AND UNLESS OTHETWWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY. OLD G
1807 S. Great Southwest Ploy, COWNECTORS PER DRAWINGS 130. 150 B ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LD. 37 .0 PSF
Grano Pralrll, TX 7SGSI CONFOHM W/APPLICABLE PROYISIDNtS OF NOS 6 TPS. AN ENGINEER'S TECHNICAL IF+DATE 17/1/911 FOR SUGGESTED
(214) 660-3940 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC.
IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO TME TRUSS ERECTION CONTRACTOR.
Job: (CX370360--Centex Homes Inc 3703 B 6 D MASTER) / T11 7' Mono Hip Girder 5'6'BSB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 739.38# REACTION AT RIGHT END.
BOT CHORD 2x6 SP #i Dense c
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. Cn
UPLIFT (LB) : 262--- 20Q:' M
BRG.LOC (FT): 0.00 6.75
TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND W
SPECIAL CONNECTION OR HANGER RE0'D FOR CONCENTRATED LOAD (S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . w
1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. LO
THIS GIRDER DESIGNED TO SUPPORT 10-00-00 SPAN HIPSET b.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. WITH 03-00-00 SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE. a
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. OPPOSITE SIDE SUPPORTS 2 -00-OQ ca
ni
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OVER 2 SUPPORTS
R=510# W=3"B R=739# W=3"
PLT . TYP.- CLARY-V2 T Rev 17.2h SCALE 0 -5000
**IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REWIRE EXTREME CARE TC LL 20 . 0 PSF REF R732--70860
(CE
SMALL NOT BE RESPONSIBLE FDR IN HANDLING. ERECTION AND
CL
A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 200A QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DRW USR732 94091722
a oir10-fen of A101ne AA46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
Ener '"'Pree""' 1-C TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SMEATH)NG. BOTTOM CHORD 8 C LL •�0 . 0 PSF BY• O L D
1801 S. Great Southwest Pkwy. CONNECTORS PER DRAWINGS 130. 150.0 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE' T D T'.LO: 3 7'. O PSF''"
Y• CONFORM W/APPLICABLE PROVISIONS OF NDS S TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED _
Grand Pralr ie. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF•THI6• 1. 25
1214) 560-3940 IN ONLY. AIA SHALL NOT BE RELIED UPON IM ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION-CONTRACTOR JOUR-FAC
FAC'. 1 2 J'.-' '
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# a
Jo D: (Cx37038D--Centex Homes Inc 3703 B 6 D MASTER) / T12 10' Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 370.00# REACTION AT RIGHT END.
BOT CHORD 2x4 SP #2 N c
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. In
UPLIFT (LB) : 200 200
BRG.LOC (FT): 0.00 9.75 v
SPECIAL CONNECTION/HANGER FOR 370.00# REACTION AT LEFT END. TRUSS DESIGNED FOR 110.00 MPH WINO, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru
THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
ONLY. DO NOT USE WITH PLASTER CEILING. W
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
V
rV
D
C4X4
6 C7
m
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5-0-0 5-0-0
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R=370# W=3" R=PO# W=3"
PLT . TYP.- CLARY-V2 N CRTT T - Rev 17.2m SCALE = 0.5000
**IMPORTANT** CLARY DIVISION OF ALPINEWARNING'RusSEB REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF R732--70862
SMALL NOT BE PESPONlISLE FOR IN HANDLING, ERECTION AND
C L ARY DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. DR ANY BRACING. SEE HIB-21 BY TPI. SEE THIS DESIGN TC OL /-7
. 0 PSF DATE 04/01/94
FAILURE TO BUILD TIE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE Of 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 . 0 PSF DRW USR732 94091724
A OW Aeon M AloinA A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
fnO,ncc.Aa nraauctA, Int TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 . 0 PSF BY: 0 L O/41 F
1801 S. Great SOut11W!!L PkN CONNECTORS PER DRAWINGS 130, 100 S ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L O. 3 7 O 'PSF
Y• CONFORM M/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/511 FOR SUGGESTED
Grano Pralr l e, Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OFTHIS(23 4)
660-3540 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE ?BURG ERECt20N CONTRACTOR, DUR.FAC. 1 .25
00 AI`T A1!^- 74 n.n
T
J00:* (Cx370380--Centex Homes Inc 3703 8 6 D MASTER) / T19 12'8' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP t2 N UPLIFT (LB) : 290 290 c
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 12.38 En
TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) .
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
fV
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
a
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12'8" - _I
OVER 2 SUPPORTS
R-5441 W-3"8 R=544# W-3"8
PLT . TYP.— CLARY—V2 T Rev 17.2m SCALE 0 .5000
**IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70863
SMALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND �7
Ccki'1410n4
ARY DEVIATION FROM THIS DESIGNORTHESE SPECIFICATIONS. OR ANT BRACING. SEE MIB-91 Br TPI. SEETHIS DESIGN TC OL / • 0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BT TPI. FOR.ADOITIONAL SPECIAL PERMANENT BRACING REACLARY CONNECTORS ARE MADE OF 200A GALV• STEEL MEETING ASTM OUI4MENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USR732 94091725
Alatne 44.6 GR B EXCEPT AS NOTED. APPLY CONNECTOR$ TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
1np, .-a autt�, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LT ATTACHED PLYWOOD SHEATHING• BOTTOM CHORD BC LL 0 . 0 PSF BY: OLDA-r 6q
1801 S. Great SOULRMeat PkW CONNECTORS PER DRAWINGS 130. ISO C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE' •• TOT.L O. 37 . 0.. PS
Y CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S TECHNICAL UPDATE T7/1/011 FOR SUGBESTEO
FT
Gren0Pralrle, TX 75031 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS
'1 4)
660-3940 IH OMLT, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. 1 .25
•--TPI - TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FON WOOD CONSTRUCTION SPACING 24:'D"' -
S -
ioo: (Cx370380--Centex Homes Inc 3703 8 6 D MASTER) / T20 12'8' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP i2 N UPLIFT (L8) : 200 290 C
WEBS 2x4 SP #3 BRG.LOC FT) : 0.00 12.38 cn
TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND 7�
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. LJ
N
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, LO
D
O
l0
V
W
QI
C4X4
M
C4X6 (R)
C2X4 (Ai) 1'3.2
C2X4 (A S)
--T-
4"3 3
s_
C4X5 (R)
6-4-0 6-4-0 1 '4" —�
5-4-0 2-0-0 5-4-0
12'8"
OVER 2 SUPPORTS
R-462# W-3"8 R-550# W-3"8
'LT. TYP.- CLARY-V2 P Rev 17.2h 5CALE = 0 5000
**IMPORTANT** CLAFY DIVISION OF ALPINE WARNING, REQUIRE EXTREME CAPE TC LL 20 .0 PSF REF 8732--70864
SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND
CL
A n v DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-01 BY TPI. SEE THIS DESIGN TC DL 7 . 0 PSF DATE 04/01/94
A R 1 FAILURE TO BUILD THE TRUSS IN CONFORMANCE KITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CDNNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 9A091726
A 01•j,.W pt Alpine AA46 CA B EXCEPT AS DOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER BC L L 0 .0 P S F
fnp,�tenee p•oa"et" Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 3.7 -0-
] BY: 0 L D
1801 S. Great Southwest Pkwy. NECIOAS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS KITH PROPERLY ATTACHED RIGID CEILING,.--SEE TOT.Lo,. 3.7 •0 PSF •
Grantl Prafrfe, TX 750SI
CON W/APPLICABLE PROVISIONS OF NOS C TPI.,AN ENGINEER'S TECHNICAL UPDATE TT/1/011 FOR.wwr.STED.- J.-25
1
t21�1 660-99 0 L ON,THIS DRAWING APPLIES TO.THE.COMPOWE*T>OEPICTEO'HERE- DRYWALl. APPLICATION.FURNISIW-A COft�OF`TMIS - DUR,FAC. 1'•2 5
ONLY• AMD SHALL NOT BE AELIER UPON IN AKV-GTHER MAY.. DESIGN;,ID•THE TRUSS ERECtlOM.CONTRAC4aR,e•. -
--TPI • TRUSS PLATE INSTITUTE. NOS 1991 NATIONAL DESIGN SPECIF'ICATIOM-FOR 17000 CDNKRUCTfON• M` - J • PWA I N - •`2 4'::D
Job: (CX37038D--Centex Homes Inc 3703 8 S 0 MASTER) / T42 30' Special THIS DWG. PREPARED'FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.57# REACTION AT RIGHT END.
BOT CHORD 2x4 SP #3 N C
WEBS 2x4 SP N3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ui
UPLIFT (LB) : 550 450
BRG.LOC (FT) : 0.00 29.75 �+
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . n1
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CO
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PLT . TYP.— CLARY—V2 F — — Rev 17.2m SCALE 5
**IMPORTANT** GARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70865
SHALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND
C L A R Y FAILURE TO FROM H
IS TOBUILDTHEDTRUSS ISIGN INN CONFORMANCE THESE FWITHIONS. OR ANY OSTBB 8 TPI. FOR BRAC
ADDITIONALIS-21 BY TPI. SEE SPECIAL PERMANENT BRACING THIS
TC DL 7 .0 PSF DATE 04/01/94
BRACING RE
CLARY CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUI!kMEMTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94091727
A Ofrfefpn eN A1p frMe A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
Epp mee�Ne P.•peuea. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OL D C
CONNECTORS PER DRAWINGS 130. 170 9 ISOA-F. DESIGN'STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT%L D. 3.7 •0 PSF-
1801
SF1801 S. Great South Nest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS-9-TPI. AN£NGINEER'S TECHNICAL. UPDATE 17/1/911 FOR SUGGESTED -
Grantl Prelr Se:. TX 75051 SEAL ON THIS(PAWING APPLIES TO THE•COMRON6NI,OEFIC4M+MERE-' DRYWALL APPLICATION. FURNISH A COPY OF THIS..
1214) 650-3940 IN ONLY. ANQ SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR.F.-AC. 1 25z.,
�--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ]SPACING-- 24:.0"
Job: (CX370380--Centex Homes Inc 3703 8 6 D MASTER) / T41 30' Special THIS DWS, PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP /2 N SPECIAL CONNECTION/HANGER FOR 1096.58# REACTION AT RIGHT END.
BOT CHORD 2x4 SP #2 N c
WEBS 2x4 SP f3PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn
UPLIFT (LB): 550 450
BRG.LOC (FT) : 0.00 29.75 �+
TRUSS DESIGNED WITH EOUAL LENGTH PANELS UNLESS DIMENSIONED. TRDD 7PSF (TOP)TRUSS DESIGNED
FOR 110.00
MPH WIND,
00
15.0FT ABO(BOTTOM) . N
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT NO D.C. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1D
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R=1199# W=3"8 R=1097# W=3"
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�T F1 /J/1/1/E/—/— R v 17.2h SCALE = 0.2500
**IMPORTANT** CLARY DIVI510N DF ALPINE WARNINGTAVSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70866
SMALL NOT BE RESPONSIBLE FDR IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/01/94
0C.L.IVISIOM
ARY FAILURE TO BUILD TIETRUSS IN CONFORMANCE WITH QSTBa B• TPI. FOR fDOITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MAGE OF 20GAGALV. STEEL MEETING ASTM QUII&MENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94091728
ST AIPInS A4,46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 .0 PSF 8 Y: 0 L D
F•OI�NI�•a orotuct•. 1 t TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SMEATHING. 001704 CHORD
CONNECTORS PER DRAWINGS 130. 150 0 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 37 .0 PS F
1001 S. Great SOVtMtOt PWMy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGOESTEO
Grano Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25
(214) 660-3940 IN Y.
AMD SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUES ERECTION CONTRACTOR. �1
•--TPI � TRUSS PLATE INSTITUTE. NDS - 1291 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SP A N 2 4.D
Joo: (CX370330--Centex Homes Inc 3703 8 6 D MASTER) / T40 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.58# REACTION AT RIGHT ENO.
BOT CHORD 2x4 SP #2 N c
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (n
UPLIFT (LB) : 540 450 n
BRG.LOC (FT) : 0.00 29.75 .I
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry
(A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING 1n
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. b,
SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. O
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30'
OVER 2 S4PPORTS
R=1199# W=3"S R=1097# W=3"
PLT , TYP.- CLARY-V2 F - Rev 17 h SCALE = 0.2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTR—Es REQUIRE EXTREME CAIS TC LL 20 .0 PSF REF 8732--70867
SMALL NOT BE RESPONSIBLE FOR - IN HANDLING, ERECTION AND
CL
A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94
FAILURE YO BUILD THE TRUSS IN CONFORMANCE KITH 05708 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM GUIBGMENT5. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94091729
A 0111.1 n at AlPfnr A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
EnPHM•�•0 Pro=ucc•, Inc tqug8 ANO UNLESS OTHERWISE LOCATED ON THIS DEsIGM, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: OLPAF
CONNECTOR$PER DRAWINGS 130, 150 S ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE-
1803 S. Great SOUthwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOB 0 TPI. AN ENGINEER'S TECHNICAL UPOATE' 0/1/91T'FOR-MMESTED TAT.L D. 37 .0. PSF.
Grano Pr IX TX 75051 SEAL ON THIS MAKING APPLIES TO THE COMPOMENT'DEPICTED.HERE DRYWALL APPLICATION. FURNISH A-COPY OF THIS
x2141 660-3910 DUR.FAC.. 1 .25
IN ONLY, AND SMALL NOT BE RELIED UPON IN AMY OTHER KAY. OESIGM TO TNETRUSS ERECTION CONTRACTOR. _
*--tPI • TRUSS PLATE INSTITUTE. NOS • 1991-NATIONAL DESIGN SPECIFICATION FOR MOOD.CONSTRUCTION 1'2PACING, 24.0"
J06: (CX3703BD--Cent ex Homes Inc 3703 B 6 D MASTER) / T39 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP 02 N SPECIAL CONNECTION/HANGER FOR 1096.581T REACTION AT RIGHT END.
80T CHORD 2x4 SP *2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
WEBS 2x4 SP #3 UPLIFT (LB) : 530 460
BRG.LOC (FT) : 0.00 29.75 .1
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry
(A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING LD
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o
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C5X6 C2X4 T T
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4
4 X
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12-0-0 1 9-4-0 1 4-0-0 4-8-0
30'
OVER 2 SUPPORTS
R-1199# W=3"8 = R=10972 W=3"
PLT . TYP.- CLARY-V2 Rev 17.2h SCALE = 0.2500
**IMPORTANT** CLARY OIVISION OF ALPINE WARN.INGT�SES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70868
SMALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND
�CC'L.11.1
A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL !-7
. 0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM OUTAEMENTS. L LESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRW USR732 9A091730
of AlP1ee A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER
E^ON^ee�eP�eeuete, Ise TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD
1801 5. Great CONNECTORS PEA DRAWINGS 130. 150 6 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 PS F
CONFORM W/APPLICABLE PROVISIONS OF NONE
S S TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED
GranaPralrlSOut11WESt Pkyy,e, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25
121!1 660-3940 IN OKT, ANO SHALL NOT SE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
•--TPI TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION if ISPACING24.0��
Jon: (CX3703B0--Centex Homes Inc 3703 B 6 0 MASTER) / T38 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 12 N SPECIAL CONNECTION/HANGER FOR 1096.59* REACTION AT RIGHT END.
BOT CHORD 2x4 SP #2 N c
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. rn
UPLIFT (LB) : 520 470
BRG.LOC (FT) : 0.00 29.75 .,
TRUSS DESIGNED WITH EOUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WINO, 15.00 FT ABOVE GROUND 1A1
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry
(A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING ra
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. a
SUITABLE SUPPORT BY ERECTION CONTRACTOR. o
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. LO
r MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �-
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R=1199# W=3"8 ! R=1097# W=3"
PLT , TYP.- CLARY-V2 TPI
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**IMPORTANT** CLARY DIVISION OF ALPINE WARN INU RmSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF R732--70869
SMALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND
OCLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OA ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94
FAIIUiRE TO BUILD TME TRUSS IN CONFORMANCE WITH OS7BB BY TPI. FOR i100ITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DRW USR732 94091731
A 01.iu0n rT A1PSn! A446 OR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
E,p nrrrro oraor=rr. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON.TMIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF BY: O L D 1 y
1801 5. GreaCONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LD�. 37 . 0 PSF
CONFORM APPLICABLE PROVISIONS OF NDS O TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED
Grat 6DUthMlft PWMy,noPr TX 73057 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE' DRIYWALia APPLICATION, FURNISH A COPY OF iNIS
121 A) 660-3940. IN•ONLY. AND SMALL NOT BE RELIED UPON IN-ANY OTtEFIXA". DESIOW TO'THE=.IRUSS EF.ECT ION CONtRAOTOR.. D UR;FAC. 1 - 25
---TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. P A 'N 24'D-Cr
Job: (CX37038D--Centex Homes Inc 3703 B S D MASTER) / T37 30' Special THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.98# REACTION AT RIGHT END,
BOT CHORD 2x4 SP #2 N C
WEBS 2x4 SP #3 : W9 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (n
UPLIFT (LB): 520 470
BRG.LOC (FT) : 0.00 29.75 v
RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . lu
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO d
BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING o
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR.
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3-7-8 20-9-0 -r 5-7-6
30' -�
OVER 2 SUPPORTS
R=1199# W=3"B R=1097# W=3"
PLT . TYP.- CLARY-V? R F - - Rev 17.2h SCALE = 0.2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSEs REGUIRE EXTREME CARE TC LL 20 . 0 PSF REF R732--70870
SMALL NOT BE RESPONSIBLE FOR IN MAN OL INS, ERECTION AND
C L ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALV. 97EEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DRW USR732 94091732
A DI,fAlon oN Aloine A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
Enp,nHe�Ha Pnonu"' in[ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: -OLD
CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T 0 T.L D. 37 .0 PS F
1801 S. GrlBL SOV t11WtSL Pkwy, CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED
Grana Pralrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 25
(214) 660-3940 1 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE iRUSB ERECTION CONTMCTDR. ,.
.. ._._. _..._ ..-...,... . - „«1,....�..�.,....n..� n ICiDArTmr, 24.0„
Job: (CX370380--Centex Homes Inc 3703 B 6 D MASTER) / T36 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.95# REACTION AT RIGHT END,
BOT CHORD 2x4 SP #2 N c
WEBS 2x4 SP #3 : W8 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. N
UPLIFT (LB) : 520 470 D
BRG.LDC (FT) : 0.00 29.75 v
RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . N
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
cn
RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR.
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3-7-8 20-9-0 5-7-8
30 '
OVER 2 SUPPORTS
R=1198# W=3"8 R=1097# W=3"
PLT . TYP.- CLARY-V2 Rev 17.2h SCALE = 0.2500
**IMPORTANT** CLARY OIVTSIow DF ALPINE WARN INGT:ussES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70871
SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND
C L A R Y UR
DEYIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE OA/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 200A GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP SC DL 10 . 0 PSF ORW USR732 9 091733
A 0f•fAROA of A101M A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
E�o_'"o P.wa„ct•. InC TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATH;MG. BOTTOM CHORD • BC LL 0 . 0 PSF BY: O L D A F
CONNECTORS PER DRAWINGS 130. 150 S 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE
1801 S. Greet Southwest Pkwy. GGTOT.L D. 3 7 O P5 F
CONFORM W/APPLICABLE PROVISIONS OF WDS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR SUESTED
Grano Prilrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 25
1210 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
-TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FDR WOOD CONSTRUCTION ISPACING 24 .0
joD:' (CX370380--Centex Homes Inc 3703 B 6 D MASTER) / T35 30' Special THIS DWG. PREPARED PROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.98* REACTION AT RIGHT END,
30T CHORD 2x4 SP #2 N C
WEBS 2x4 SP #3 : W9 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. In
UPLIFT (LB): 520 470 D
BRG.LOC (FT): 0.00 29.75 v
RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WINO, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
U0
RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO a
BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING O
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A LO
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR, �-
V
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C5X5 (R) C4X5 (R)
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m
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I_� 16-8-0 j-4-Q_ 6-0-0 6-0-0 3-7-8 vT� 20-9-0 -61- 5-7-8
30'
OVER 2 SUPPORTS
R=1199# W=3"B R=1097# W=3"
PLT . TYP.- CLARY-V2 TPT F - - Rev 17.2h SCALE = 0.2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARN I NGTRUSSES REQUIRE EXTREME CAM TC LL 20 . 0 PSF REF 8732--70872
SHALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTION AND
C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE KITH GSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM QUIF.W ENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF ORW USR732 94091734
A D,v,•ion o/ AlNfne A446 GR B EXCEPT AS NOTED. APPLY CONNEC70AS TO EACH FACE OF CHORD SHALL SE LATERALLY BRACED KITH PROPER
Eny,nier�o nrooue iA, lne TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOW BC LL 0 .0 PSF BY: O L DAF Cj
CONNECTORS PER DRAWINGS 130. 130 L 16OA-F. DESIGN STANDARDS KITH PROPERLY ATTACHED RIGID CEILING --SEE
1801 S. Greet SOUC11wlBt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED TOT.L D. 37 .0 PSF
Grand PraIp e. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25
(2 14)
660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
•--TP1 - TRUSS PLATE INSTITUTE. NDS -.1991 NATIONAL DESIGN SPECIFICATION FOR 9000 CONSTRUCTIONISPACING
24.0-
T;
4.O"
goo: (Cx37038D--Centex Homes Inc 3703 8 S D MASTER) / T3A 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.98# REACTION AT RIGHT END.
30T CHORD 2x4 SP #2 N
WEBS 2x4 SP #3 : W8 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, cn
UPLIFT (LB) : 520 470
BRG.LOC (FT): 0.00 29.75 �+
RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS
DEAD DESIGNED FOR7110 PSFM(TOP)WIND,
15.00 FT00 ABOVE GROUND
w
WITH ri
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING O
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. ~'
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C4X5 (R)
C5X6 (R)
C5X5 C2X4
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C3X12 (A S) C3X8 C X
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16-8-0 3-4-0 6-0-0 4-0-0
3-7-8 20-9-0 5-7-6
30' -�
OVER 2 SUPPORTS
R=1198# W=3"B R=1097# W=3"
PLT . TYP.- CLARY-VP P F[ /1/1/1/E/-/- Rev 17.2h SCALE = 0 .2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARNINGT"Ases REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70873
SHALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND -7
C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL / . O PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS188 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIFEMENT8. UNLESS OTHERWISE INDICATED. TOP BC DL S O O PSF DRW USR732 9-0091735
A 01riA son or Alolru AAAG GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER A 1")
4ny s.,e.r.a Proouee., I.e TRUSS AND UNLESS OTHERWISE LOCATED ON THIS S
S DESIGN. POSITION LY ATTACHED PLYWOOD 'EATHING, BOTTOM CHORD BC LL 0 . 0 PSF BY: OLD k : 3
CDNNECTORS PER DRAWINGS 130. 150 t 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 37 . O PSF _
1801 S. Grcat SOU tTlwaft Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'$ TECHNICAL UPDATE- 17/1/011 FOR SUGGESTED
Gr a 21 1ral0 e. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS
(2141 660-3940 ' DGR.FAC. 1 . 25
IN DNLY, AND Sw1Ll NOT BE RELIED UPON IM ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. .
•-
-TPI - TRUSS PLATE INSTITUTE. NOS- 2991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION ISPACING24 .0
JOD: (Cx3703BD--Centex Homes Inc 3703 B 6 D MASTER) / T33 30' SDecial THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.94# REACTION AT RIGHT ENO.
BOT CHORD 2x4 SP #2 N c
WEBS 2x4 SP #3 : W8 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. In
UPLIFT (LB) : 520 470 33
BRG.LOC (FT) : 0.00 29.75 �+
RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO D
-BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING o
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT ,24' O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A 1n
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR.
V
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C4X4
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3-7-8 �►" 20-9-0 5-7-8 '(
30' - -�
OVER 2 SUPPORTS
R=1198# W=3"8 = R=1097# W=3"
PLT , TYP.— CLARY—V2 P — — Rev 17.2h SCALE = 0.2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUssEs REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF R732--70674
SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND
(: C-L.vl2l0A
A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACIOG. SEE HIB-91 BY TPI. BEE THIS DESIGN TC DL 7 . 0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTSS BY TPI. FOR'ADDITIONAL SPECIAL PERMANENT BRACING RE .1
CLARY CONNECTORS ARE MADE OF 209A GALV. STEEL MEETING AGIN QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 1 0 . 0 PSF DR W USR732 94091736
0I x00-t., iA101nt A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER BC L L 0 0 PSF BY: OLD �(
En91- a 0nt TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD
CONNECTORS PER DRAWINGS 130. 150 C 160A—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING —SEETOT.L O. 3 7 .O PSF
1801 S. Great SOUthWest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S TECHNICAL UPDATE (IFE/911 FOR SUGGESTED
Grano Pralrf e, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE. DRYWALL APPLICATION. FURNISH A COPY OF THIS
1214) 660-3940 IN OI4Y, AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE IRM ERECTION CONTRACTOR. DUR.FAC. 1 .25
•--iP! TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" - _
Jon: (CX370380--Centex Homes Inc 3703 8 G D MASTER) / T23 29'8"8 Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1080.77# REACTION AT RIGHT ENO.
BOT CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. N
WEBS 2x4 SP #3
UPLIFT (LB): 530 460 m
BRG.LOC (FT): 0.00 29.46 v
RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) , ry
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
LO
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO D
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING o
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A LO
SUITABLE SUPPORT BY ERECTION CONTRACTOR. �-
V
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C4X4
C3X4
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C4X5 (R) X
m TTm m
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3.B C5X6
16-8-0 7-4-0
3-7-8 26-1-0
29'8"8
OVER 2 SUPPORTS
R=1182# W=3"8 10 R=1081# W=3"
PLT . TYP.- CLARY-V2 T TPI F - Rev 17.2h SCALE = 0.2500
**IMPORTANT** CLARY DIVISION OF ALPINEWARN.INGTRussEB REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70875
9NALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND
A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/0 1/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMBR
ANENT ACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OU14MENTS, UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF ORW USR732 94091737
OC'L.,,",
oN AIPIne AA46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
Fnoneerea eroouct•. ine TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 P S F BY: 0 L D/Ov Ll3
CONNECTORS PER DRAWINGS 130, 130 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILJNG --SEE TOT.L 0. N7 .0. PSF _
1801 S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR,*BUGGESTEO - .
GrenO Pralrle, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY-OF THIS
t2, ) 660-3940 _ OUR:.FAC. 1 . 2J' -
IN ONiY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECT ION�CONTgACTOq.
•--TPI - TRUSS PLACE INSTITUTE, ADS - 1991 NATIONAL DESIGN SPECIFICATION FDR WOOD COMSTRUCnDN SPA -N 24;0"
joo: (CX370380--Centex Homes Inc 3703 8 6 D MASTER) / T32 29'8`8 Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1080.77# REACTION AT RIGHT END.
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
UPLIFT (LB) : 530 450 D
BRG.LOC (FT) : 0.00 29.42 v
RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
Lo
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (A) 1X4 #3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO D
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING o
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A 1D
` SUITABLE SUPPORT BY ERECTION CONTRACTOR. �-
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16-8-0 1 9-4-0 3-8-8
1 3-7-6 26-1-0
29'8"8
OVER 2 SUPPORTS
R=1182# W=3"8 R=1081# W=3"8
PLT . TYP.— CLARY—V2 R F — Rev 17.2n SCALE = 0.2500
*)(IMPORTANT** CLARY DIVISION OF ALPINE WARN-IN GTRUSSES REGUIRE EXTREME CARE TC LL 20 . 0 PSF REF P732--7 876
SHALL NOT BE RESPONSIBLE FORIN HANDLING. ERECTION AND -7
C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL / . 0 PSF DATE 0 4/0 1/9 4
FAILURE TO BUILD THE TRUSS IN CONFORMANCE NITM GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE A
CLARY CONNECTORS ARE MADE OF 204A GALV. STEEL MEETING ASTN OUIR2MENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 1 0 . 0 PSF ORW USR732 9409 1738
.oU.0 1Pn ar Afo Tne A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
Eny Tnrr nro a•aouctr. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF BY: OL D
1901 S. Great Sout�Nest Pkwy. CONNECTORS PER DRAWINGS 130, 150 S 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 37 . O PS F
CONFORM M/APPLICABLE PROVISIONS OF NDS S TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FDI SUGGESTED
Grdno Pralrle, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25
121 4) 560-3940 7N ONLY, AMO SHALL NOT BE RELIED UPON IM ANY OTHER WAY. DESIGN TO THE TRUBS ERECTION CONTRACTOR.
•--TPI � TRUSS PLATE INSTITUTE. NOS 1991 NATIONAL OESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 2 4 D"
Jot): (CX370360--Centex Homes Inc 3703 8 S 0 MASTER) / T26 5'7" Mono Hip Girder 4'S8 THIS DWG. PREPARED FROM COMPUTER INPUT ILDADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
SOT CHORD 2x4 SP #2 N UPLIFT (LB) : 200 200 C
WEBS 2x4 SP #3 BRG.LOC (FT) : -0.00 5.29 In
: Lt Slider 2x4 SP 03: TRUSS DESIGNED FOR 110.00 MPH WINO, 15.00 FT ABOVE GROUND �
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) .
1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
vSPECIAL CONNECTION OR MANGER REO'D FOR CONCENTRATED LOAD (S) . ry
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED.
d1 HIP DESIGNED TO SUPPORT 04-00-00 JACKS AT LEFT END. 1D
JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. N
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o
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T T C3X4
m 6X6 (E1)
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R=246# W=3118
5,7„
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**IMPORTANT** CLARY DIVISION OF ALPINE WARN.INGTRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70877
SMALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTION AND
C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, DR ANY BRACING. SEE MI9-91 BY TPI. SEE THIS DESIGN TC DL 7 . 0 PSF DATE 04/0j/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE KITH OSTBS BY TPI. FOR-ADOITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 205A GALV. STEEL MEETING ASTM DU14MENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF ORW USR732 9A091739
A OH+�AIon off AlP1ne A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER BC LL 0 0 PSF BY: D L D
Enp.ns�rco�noauc�A, lnc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD
CONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 37 . 0 P S F
1801 S. Great Southwest Pkwy. CONFORM*/APPLICABLE PROVISIONS OF NDS 0 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/l/90 FOR SUGGESTED
Gra nO Pra i"le.
TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25
(21,1 560-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY 070ER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
.--TPI • TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION SPACING see a b o v e
Joo: (Cx370360--Centex Homes Inc 3703 B 6 D MASTER) / T43 24'8' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 460 390 c
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.38 cn
TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND v
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) .
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. I)
N
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Lo
0
1n
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in
6 ;Z3X8 c
c v
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LI 3.6 C5X6 C2X4 C3XI2
C2X4
{1 _ 8-0-0_ _ 1 - 1.6-8-0 _)
e 3-7-8 Te- 9-0-8 12-0-0
�- - - 24,8„
OVER 2 SUPPORTS
R-10021,E W-3"8 R-899# W-3"8
PLT . TYP.- CLARY-V2 T TPT
�y F Rev 17.2h ALE = 0. 500
**IMPORTANT** CLARY DIVISION OF ALPINE WARNINL7 USES REQUIRE ExifME CARE TC LL 20 . 0 PSF REF 8732--70878
SHALL NOT BE RE$PONSISLE FOR IN HANDLING. ERECTION AND
CLARY DEVIATION FROM THIS DESIGN 09 THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 By TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE KITH 09100 BY TPI. FOR ADDITIONAL SPECIAL PEA04ANENT BRACING RE
CLARY CONNECTORS ARE KADE OF 206A GALY. STEEL MEETING ASTM OUIREMENTS. SINLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USR732 94091740
[noinie�°n
of ASPSne AAAG OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CNORO SHALL BE LATERALLY BRACED KITH PROPER
°" BC LL 0..0 S F BY: O L D
f0 OO't" '" TRUSS AND LNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD
1601 S. Great Southwest Pkwy' CONNECTORS PER DRAWIKOS 130. 150 B ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE- TOT.L D. 37 .0 P S F
Y CONFORM K/APPLICABLE PROVISIONS OF KDS O TPI. AN ENGINEERS TECHNICAL UPDATE. 17/1/911 FOR SUGGESTED
Grano PP a Srle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS
(214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR FAC. 1 • 25
•--TPI - TRUSS PLATE INSTITUTE. Nos - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION qPACING 24,0",
Job: (Cx370390--Centex Homes Inc 3703 8 6 D MASTER) / T44 24'8' Speclal THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 460 3BO c
WEBS 2x4 SP #3 SRG.LOC (FT): 0.00 24.38 In
TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) .
RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
tV
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED,
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. X,
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SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND
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CC-L'IlvitlDl
ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR.ADOTTIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MAGE OF 20GA GALV, STEEL MEETING ASTM OUIRSMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DRW USR732 94091741 et AlOtne AA46 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 0 PSF Enptmeneo a`...et.. Int TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BY: 0 L D/.-
CONNECTORS PER DRAWINGS 230. 150 9 I60A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE. T OT T.L D. 37 . 0, PSF
1807 S. Great SOUthwtat Pktty, CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE 27/1/911 FOR SUGGESTED.
Grana PrBle. TX 75053. SEAL ON THIS DRAWING-APPLIES TO THE COMPONENT OEPjCTEO-HEAE oRYMAE;,APPIILA TIONt FURMISM.A COPY Of�t"15
121A1 6lr60-3040 DUR:FAC. 1':..25'
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY-OTMER.WAY. DEHIGN TO'T1£ TRUSS ERECTION CONTRACTOR:.
•--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN-SPEC IFICAT ION-FOR,WOOD CONSTRUCTION. SPA N 24, 0"
J00:' (Cx370380--Centex HomeS Inc 3703 8 S D MASTER) / T24 24'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 450 390 C:
WEBS 2x4 SP #3 : W5 2x6 SP #1 Dense: BRG.LOC (FT): 0.00 24.38 N
TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . -I
RECOMMENDED CAMBER 1/4" AT MIOSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w
(U
(A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. LO
BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1�
SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0
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24.811 J
OVER 2 SUPPORTS
R=1002# W=3"8 = R=899# W=3"8
PLT . TYP.- CLARY-V2 F - - Rev 17.2m SCALE = 0 .2500
**IMPORTANT** CLARY DIVISION OF ALPINE W A RN.I N GTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF ;4732--70880
SMALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTION AND
�CC-L.91410ft
ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 . 0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR.ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 206A GALV• STEEL MEETING ASTM OUIBfiMEMTB. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 P S F ORW USA732 9240�9-i74421 D
OHAlP lnt A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER BC LL 0 0 PSF BY: OLD
E-O_."a Proeuac�, Ine TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD
CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED PIGfe CEILING --'SEE TOT.LO. 3.7 .O• PSF
1807 S. Greft Southwest Pkwy. CONFORM M/APPLICABLE PROVISIONS,OF.MOS-9 TPI. AN.ENOINEER'S-- TECHNICAL- UPDATE 1T/1/SShTOR'511GGEfiEO
Grano PrfSriE. TX 75051 SEAL ON THIS DRAWING APPrIES-TO THE COMPONENT-DEPICTED HERE• DRYWALL APPLICATION. FURNFSN%,COPY OF.TMIS- -
12I4, 660-390 DUR•:FAC. 1 . 25=
IN ONLY, AND SMALL NOT RELIED UPON IN ANY OTHER WAY. DESIGN TO THE; TRIMS ERECTION CONTRACTOR.
--TPI - TRUSS PLATE INSTITUTE NDS 1921 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPA G 24 0" __.. ,-
Uoo:.=3703BO--Centex Homes Inc 3703 8 6 D MASTER) / T25 24'8' SDeclal THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 440 400 c
WEBS 2x4 SP #3 : W6 2x6 SP #1 Dense: - BRG.LOC (FT) : 0.00 24.38 In
TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) ,
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE, ENCLOSED, MWFRS. La
N
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO
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24-8"
OVER 2 SUPPORTS
R-1002# W-3"8 1:m R-899# W-3"8
PLT , TYP.- CLARY-V2 R Rev 17.2h SCALE 0 -2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTR`SSES REWIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70881
SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND
CL
A a v DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 . 0 PSF DATE 04/01/94
M 1 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB Sr Tpi. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0
1
CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTN OUIfiEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .O PSF DRW USR732 94091743
A 01ri41on.1 Abirr A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHDRO SHALL BE LATERALLY BRACED WITH PROPER 0 . 0 PSF 8 Y 0 L Dr
Enpim•••!PryPuct•, Int TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL Ll
1801 S. Grlat SOUthMlai Pkwy, CONNECTORS PER DRAWINGS 130. ISO 6 SBOA-F. DESIGN STANDARDS MITH PROPERLY ATTACHED RIG(D CEILING --SEE T 0 T.L D. 37 . 0 P S F
CONFORM M/APPLICASLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED
Grano Pralrle, TX 73051 SEAL ON THIS DRAWING APPLIES TO T1E COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS
1214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR.FAC. 1 . 7crJ
•--TPI TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION ISPACING24 .0��
Job: (6X370380--Centex Homes Inc 3703 8 6 D MASTER) / T45 24'8' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 340 400 c
WEBS 2x4 SP #3 : W4 2x6 SP #1 Dense: BRG.LOC (FT): 0.00 24.37 cn
TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) .
RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w
IU
(A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED,
BE EQUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING (0
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS' LATERAL BRACING AT 24" O.C.
SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
LO
v
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3-7-8 9-0-8 12-0-0 0
C5XB 2x4
24'8"
OVER 2 SUPPORTS
R=918# W=3"8 R=901# W=3"B
PLT . TYP.- CLAPY-V2 DESIGN CRTT TPT F Rev 17.2h SCALE 0 2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARN INGIRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF R732--70882
SHALL NOT BE RESPONSIBLE FOR 1N HANDLING, ERECTION AND A v DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACIND. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94
A 1 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIW OUIRE,MENTS. UNLESS OTHERWISE INDICATED. TDP BC DL
OcA
1 PSF DRW USR732 940917a4
O1".1on o+ .101- A446 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER {
Entltnetcoa"noouctA, lne TRUBS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 . 0 PSF BY: 0 L C!/7�
CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 37 .0 PS F
1801 S. Great Southwest Pkwy. CONFORN W/APPLICABLE PROVISIONS OF NDS t TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED
Grano Pralrle, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE CONPONENT DEPICTED/ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25
(21d1 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
a--TPI • TPUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING 24.0 '
Job: (CX370380--Centex Homes Inc 3703 8 6 D MASTER) / T46 21'0"8 SPeCial THIS DWG. PREPARED'FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 300 320 c
WEBS 2x4 SP 03 BRG.L20.75 En
TRUSS ODESIGNED FOR 00110?00?MPH WIND. 15.00 FT ABOVE GROUND m
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w
ru
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR, O
v
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3X4
6 �C2X4
C2X4
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(
C2X4 C3X4
21'0"B
OVER 2 SUPPORTS
R=773# W=3"8 i%=773# W=3"B
t
PLT . TYP.- CLARY-V2 F Rev 17.2h SCALE = 0
**IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRusSE6 REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70BB3
SMALL NET BE RESPONSIBLE FOP IN HANDLING, ERECTION AND
CL
A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS708 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MAGE Of 200A GALY. STEEL MEETING ASTM OUIF4MEN7S. UNLESS OTHERWISE INDICATED. TDP BC OL 10 . 0 PSF DRW USR732 94091745
A Dfriupn e/ Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SMALL BE LATERALLY BRACED W17H PROPER
[nof••e"ee Proeuet•, Inc TRUSS AND UNLESS OTMERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0_0 PSF BY: 0 L 047-G
CONVECTORS PER DRAWINGS 130. 150 s ISOA-F. DESIGN STANOARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE
1801 S. Great Southwest Pkwy. CONFORM M/AppLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED TOT.L D• 7 0 PSF
Grano Praltie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS
12141 660-39AO IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY, I DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. 1 . 25
"--TPS " TRUSS PLATE INSTITUTE. NOS " 1991 NATIONAL DESIGN SPECIFICATION FDR WOOD CONSTRUCTION SPA NG 24.0"
11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TD BE CONTINUOUSLY 131 " INDICATES LATERAL BRACING MEMBER (1X4 04114.)SPECIES, AND 19x MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT, BRACED BY EI THEP 3/e" (MIN) PLYWOOD SHEATHING. 1/2' 14) IIISTALLA71014 AND ERECTION OF THE TRUSS, PERMANENT, AND
IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED B) TOP CHORD SPLICES ARE NOT RECGMI4EHDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' c.c. (MAX), TEMPORARY BRACING SHOULD BE DONE 1N ACCOPOANCE WITH
FOR DESIGN ME BASED
ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING A140 ERECTION PUBLICATIONS,
TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342, FMA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/B" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED MOOD TRUSSES AND
21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FOR TRUSSES.
3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY, ON THIS CRANING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 15) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY.
4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING AND
a LENGTH !ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS.
SIZE CALL OUTC D CDNIFIGUSATION,
-CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-REPETITIVE MEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE
PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY
OF THE TRUSS FABRICATOR OR CLARY.
-ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .2"
D7F-FALSE BOTTOM CHORD INFORMATION
FALSE BOT 12-0-0 ON RIGHT. VERTICAL SPACING-A-0-0.
USE MINIMUM OF 2X4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS.
USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD.
TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1x4
2-4-6 CONT. LATERAL BRACING AT Z' O.C. MAX SPACING.
RUN 3-7-e 3-10-4 4-1-12 4-0-0 3-2-4 3-5-12 74 PLF
1-5-14
Max Height 3-4-3
230# 296# 3010 266,# 2360 110►
12 y 1 1 y y y
211!
6 x 3x4 3x4 x y
"A N 3x6 Nv
N5
X
1230
m N .y 960 1040 61#
I
v 3X6
m 33# f05# 620
m j 7x10 I
12320 11320
v axe
6X5 13.5144% (3.5]44%
3.59 3 r� 3x4
3x6 12 12
20 PLF
3-7-6 6-2-12 4-1-12 4-0-0 6-8-0
1-4-0
24-8-0
Forces(L-R)
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: 73 5 # 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 .44' (7/15), Index-,535, (L/673)
Maximum Total Load Deflection of .69" (11/16), Index-.559, (L/429)
RECOMMENDED CAMBER: .38'
D REV. 4-28-93 (WIND)A_41
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 24'8' SHV-6
ALPINE ENGINEERED PRODUCTS Inc y_2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC -
1e01 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3703 B & 0 DATE: 18 Dec 1992
GRAND PRAIRIE. TX 75051 6'4 OL TC 7 2X4 Y2 N SP
1214) 650-3940 LA AREA.- N L LL HC 0 WEBS LAYOUT ID:
582 DL BC 10 2X4 N3 SP ADDRESS: SCALE:
5
MEMBER TRUSS PLATE INSTITUTE 225 h.s. 33.33 TOTAL 47
EXCEPT AS MAY BE NOTED 3/16