Permits 1611 Linkside Dr (vault) co Z
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ADDRESS
BUILDING PERMIT NUMBER �2Z-
INSPECTIONS: FOOTING
UNDER SLAB PLUMBING
SLAB-
FRAMING
COVER-UP
INSULATION
FINAL BUILDING
CERTIFICATE OF OC CU PAN CY
ELECTRICAL PERMIT #
INSPECTIONS ROUGH -q
'ILI
FINAL
MECHANICAL PERMIT # e
PLUMBING PERMIT #
NOTES:
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 05-00031641 Date 11/23/05
Property Address . . . . . . 1611 LINKSIDE DR
Tenant nbr, name GLASS/SCREEN ENCLOSURE
Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 9623
Owner Contractor
------------------------ ---------- --------------
HAMMESFAHR, ROBERT SOUTHERN HOME PRODUCTS
P 0 BOX 6444
JACKSONVILLE FL 32216
(904) 786-9241
-------------------------- -------------------------------------------------
Permit . . . . BUILDING PERMIT
Additional desc
Permit Fee 130 . 00 Plan Check Fee . 00
Issue Date � Valuation . . . . 9623
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ------- - --
Permit Fee Total 130 . 00 130 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 130 . 00 130 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING OFFICIAL
4
City of Atlantic beach
*** CUSTOMER RECEIPT ***
Opev: CKOMOREK Type: OC Drawer: I
Date: 5/27/64 01 Receipt no: 59295
Description Quantity Amount
2004 28380
BP BUILDING PERMITS
I.N $42.80
Tender detail
CK CHECKS 6824 $42.N
Total tendered $42.N
Total payment $42.N
Trans date: 5/27/64 Tine: 8:19:26
imp.
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PSC 2000 Series 2410 Log for
Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui
904-247-5845
Nov 17 2005 3:24PM
Last Transactio
D= Time 1= Identification Duratio F-a= R=IA
Nov 17 3:24PM Fax Sent 97830905 0:21 1 OK
IJT
CITY OF ATLANTIC BEACH Cc:
D.Ford
BUILDING /ZONING DEPARTMENT
800 Seminole Road
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
www.coab.us
PLAN "VIEW COMMENTS
Permit Application # 5/(o 41
Property Address: . I U -i 0 K-n)�11 f
Applicant: 'nWAI&V( �4 f7AL Y-Vle�' Pf
Project: ( /C71 f-:5L(-rf Id
T;his eirmit application has been:
(�Ap roved
Ap
Revjewed and the following items need attention:
Please re-submit your p/ ica ion when these items have been completed.
Reviewed : 71 Date: ;7—e
Date Contractor Notified:
CITY OF ATLANTIC BEACH
BUILDING PERMIT APPLICATION
(Alterations & Additions)
3 7
Date:
JobAddress: JLI[ Lj�K-s i�Le [)12-.W
Owner of Property:
Address: i i, L-;OLLS(el-e Die, w Telephone:
Legal Description: Block Number: Lot Number: Zoning District:
Contractor: �0147�kril fq&� PKVd -3 State License Number: 0 4117 17 -3
,U ek
ContutorAddress: 5700 6�raee-, Lane, Ja(!� a vil (t—, FL- -1)-1:2 01 5
Telepbonedqoq) r7geo -qq-)4 Fax: Oq) r7,R3 - 0qi05
Describe proposed use and work to be.done:-V
Present use of land or building(s:l: JJAIJ
Valuationof proposed construction:
What are the dimensions of the added space: feet X 10 feet
Will the added area be heated and cooled? New electrical or increase in service?
Add plumbing fixtures? Add fireplace? Add heating/air conditioning?
Is approval of Homeowner's Association or other private entity required? If yes, please submit with thi
is
application.
Will this project involve changes In elevation,site grade or any use of fill material or the removal Of ally trees?
NO. Applicant certines that no change In site grade 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 wW 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 "Propriat
incomplete applications ma�result in delay In Issuance of permit.
SM I. Verify zoning designation and proper wtbacks for the proposed construct ion. If you are unsure of this information, please
oontaict the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please hd�e
Property Appraiser's Real Estate Number available.
STEP 2. Conw the City of Atlantic Beach Department of Public Works to detemiine if a pre-construction or posi-consrruciw��
topographical survey or grading plan is required. (If not required, written verification must be provided with this application
11w 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 troes are to be removed or relocated,
STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavii it
owner is contractor,and four(4)complete sets of construcdon plans to the Building Department, which is located at the AddMic
Beach City H4 800 Scmino,le Ro4 Atlantic Beach,FL 32233 Telephone:(904)247-5826
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 -Fax: (904)247-5845 http://www.ci.atiantic-beach.fl.us
Page 2 Reyised JAA
addition to construction and cogincezing detail,plans must contain the following information as appropriate for the type of work being
pWpnw& Scale of drawings should be sufficiant to depict all required information in a clear and legible manner.
I. Current survey sh9wing the property boundary with bearings and distances and the legal description.
2. I.,ocation of all structures,temporary and permanent,including setbacks,building height number of stories and square footage. Identify
any existing structures and uses.
3. If required by the Department of Public Works,a pro-construction topographical survey,
4. Any significant environmental features,including any Jurisdictional wetlands,CCCL,natural water bodies.
5. Impervious Surface area calculations: inF,;iude driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools
may be excluded from tofal Impervious Surface.
6. Other information as may be a propriate for inai ual applications.
z
I hereby certify that all provid application is co
o
Signature of owner Date:
I hereby ocr* that I have read and ujimined this application and know the same to be true and correct, All provisions of Lhe laws and
ordinances governing this type of work will be Compiled with,whether specified herein or not. The granting of a permit does not presume to
give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner, Lneluding the
governing of construction or the o, astruction of the property. I understand that the issuance of this pem-dt is contingent upon the
above information being con-to and U a su have or shall be provided as required,
Signmre of Contractor Date:
Addrm and contact informaoca�of perso�to receive au correspondence regarding this application(please print).
Name: �—p es V
Mkiing,Addrm: 5 '7 0 Q
(-04)"711
Telephone: V0 2 ki 67 - `1241 F= V E-Mail: A!
AS TO OWNTUL
Sworn to and subscribed before me this day of. Q CIL. 120c) I
State of Florida,County of Duval
W
Notary's Signature:
LIMA
D2 28�81
20,2008 PersonaUy known
Produced identification
Type of identification produced
AS TO CONTRACTOIL-
Sworn to and subscribed before 1110 N3 day of
State of Florida,County of Duval
Notary's Signature:JA44
,,,ii"M
1�0""%. WILLIAN4 N4.fV1 , u Z
My COMMiSSION 4 DL31-92-828 1.31"Personally known
FXpIRES:Januaty 20,200
' . C] Produced identification
F1 N'AalY co,
-80-3-NOTARY
tW�OIUJ Type of identification produced
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 Fax: (904)247-5845 http://www.ci.atiantic-beach.fl.us
Page 3 Revised 1/(A
CITY OF ATLANTIC BEACH
BUILDING PERMIT APPLICATION
(Alterations & Additions)
37q
Date:
Job Address:
Owner of Property: rSolb
Address: i(o I I L_;ok_'S(d--e Dx_,� vi Telephone-,
Leo Description: Block Number: Lot Number: 14 Q Zoning District:
Contractor: &a±LtLr1 pratu State License Number: C'6 C' 0 q 17 17 13
Contractor Address: r-1 bO 6-race, L�Liib . k-sonyd (L FL- 3 -11)-.2015
Telephone: r7ge, -9,9,q I Fax:LJ0 q) r7,,? 3 0 5
Describe proposed use and work to be,done: W &Ln S Lz:fdn e,41 UX44'k�
Present use of land or building(i):
Valuation of proposed construction:
What are the dimensions of the added space: dfwx to feet
Will the added area be heated and cooled? New electrical or increase in service?
Add plumbing fixtures? Add fireplace? Add heating/air conditioning? __/0D
Is approval of Homwwner's Association or other private entity required? If yes, please submit with this
application.
Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees?
NO. Applicant certifies that no change In site grade 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 permi% please follow all steps and provide all information as appropriat
incomplete applications;ma�resiult in delay In issuance of permit.
STKP 1. Vc* zoning designation and proper setbacks for the propowd construction. If you are unsure of this information, please
contact the Planning and Zodq Department at 904-247-5826, In order to correctly verify zoning designation, piease ha�c
Property AppraLw's Real Estate Number available.
STEP 2. Contact the City of Atlandc Beach Department of Plubbic Works to determine if a pre-construction or post-cons�ructi(x,
topopVhlcaJ Purvey or grading plan is required. (If not required, written verification must be provided with this applica(ion
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 itrees am to be removed or relocated.
STEP 4. Please submit Building Permit ApplicatioN Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if
owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlu�ic
Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Telephone: (904)7,47-SM -Fax: (904)247-5845 bttp://www.cLatiantic-beach.fl.us
Page 2 Revised 1/04
Jm eddition to construction and engineering doWl,plans must contain the following information as appropriate for the type of work being
perf9rmed. Scale of drawings should be suflicient to depict all required information in a clear and legible manner.
I. Current survey showing the property boundary with bearings and distarices and the legal description.
2. Location of all structures,Uunporary and pamam�including setbacks,building height,number of stories and square footage. Identify
any existing structures and
3. If required by the Department of Public WorlQ%a pro-construc.tion topographical survey.
4. Any significant environmental futures,including any Jurisdictional wetlands,CCCL,natural water bodies.
5. Impwvious Surface area calculations: Include driveways,sidewalks, patios and other Impervious Surfaces. Swimming pools
may be excluded from toial Impervious Surface.
6. Other information as may be propriate for indi ual applications.
I hereby certify that all d i application is co
Signature of owner Z1,_ Date: o/
I h=by c4erdfy that I have read and examined this application and know the same to be true and correct, All provisions of the laws anc:
ordinances governing this type of work will be compiled with,whether specified herein or not. The granting of a permit does not presume to
give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner, includmg the
goveraing of construction torthe: o ristruction of the prop7erty, I understapnd that the issuance of this permit is contingent upon the
k rod
above information being d coff ect=and d. 07 d have or shall be provided as required.
Date:
Signature of Contractor
Addrm and contact in7f of pas to receive all correspondence regarding this application(please print).
Name: hJS t V
I / The-KS"Llte, F4— 3�2— �Q C—I
Mailing Address: 5 '700 6Lgoi*
&(I) 7ff( f7 I)OOS
TeleDhone: qtQLII 10--i E-Mail: At /H�
AS TO OWNER:
Sworn to and subscribed before me this of— a C_T 200 j
State of Florida,County of Duval
E]R
�kb WILLIAM MILLER Notary's Signature:
'V' 8
�4 DD282 28
0, 008
MY COMMISSION 0 DD282828
EXPIRES:january 20,2008
'sm Co Personally known
1-800-3-NOTARY F1 Nm—D,,-..t
Produced identification
Type of identification produced
AS TO CONTRACTOR.
Swom to and subscribed before me this day of
State of Florida,County of Duval
Notary's Signature:
WIL I M.MILLER
Type of identification produced
My COMMISSION A DD282828 S/Personally known
EXPIRE":january 20,2008 C] Produced identification
F1 r4otary Diswunt Ass�CO
i.goo-3-N
OTARY
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5M -Fax: (904)247-5845 http://www.cLatiantic-beach.fl.us
Page 3 Revised 1/04
- �
nh*ww
City of Atlantic Btach
fff CIJM3B FECEIPT M
Oper: DMITH Type t OC Drawr.- I
Dst�: 11/23105 IR ft�eipt w: 13681
DI�Won juantity Amount
641
BP OUILOUS PM179
1.0 $13LU
Tend#r Mail
CK Ow 64A $13LO
Total tmWvtd $13LU
Total payment $13LO
Trani datti 11/23/05 Tiset 14:15:31
CITY OF ATLANTIC BEACH Cc:
BUILDING/ZONING DEPARTMENT
800 Seminole Road
Atlantic Beach,Florida 32233
-5800
(904)247
(904)247-5845 Fax
viww.coab.us
PLAN REVIEW COMMENTS
Permit Application # In)-Fj-—
W4
Property Address: Ll
Applicant: '��hlLujayk fl-bodr-) P[ wiuc--r�)r—
Project: C-y I / ��cfrem
This peymit application has been:
Approved
E-1 Reviewed and the following items need attention:
Please re-submit your application when these items have been completed.
Reviewed By: ?AIV Date:
Date Contractor Notified:
NOV-28-2005 11:55A FROti: TO:2475845 P:1/1
Nottre of QuIummenament
MPEPAIZE IN DUPLJCATE)
TQ wlSom?t may concem:
The undersigned hereby Informs you thot Improvements will-lbe made to certain real property.(21 id in
accordance wlth Section 713.13 of the Florldo Statutes,the following Information Is stated in this NOTICE OF
COr4MENCEMENT.
DesdrIption of property 0 st I Via- . ......
dwo (-!,o -
Gencruldescripflonof improvements ALuariiv vnrldam-g- (CM 'A ('-p
7/- A
Owner
Address [X6 iA) An.A-j-(i*(.
Owner's interest In site of the Improvement
Fee Simple Title holder(if other than owner)
Nome
Adcres3
RETUPN TO:Contractor SOUTHERN HOME PRODUCTS,INC
Address P.O.BOX 64A4.JACKSONVILLE,Ft 32236
sweity(it any)
Address Amount of bond S
Norne and address of any person maWng a loon for the constrwctlon of the Improvements
Nr)n)e
Address
Nome of person within the State of Florilda,other than himself,designated by owner upon whom notices or
othEir documents may be servedl:
Nome
Address
In addition to himself,owner designates the following person to recetve 0 copy Ot the Lienor's Notice as pro-
vided in Section 713,06(2)(b).Florlclo Statutes.(Fill In at Owner's option).
Nort�e
Address
THIS SPACE FOR RECORDEWS USE ONLY
Owner t
Sworn and subsc�bed before me this
y of._
.........
Notary Punlic
U-0 2OM4042110,OR SK 112bbil Page 2t74. Llj,\mNj.WL
PARe
Nwnbe Pwift:i Sid
Filed t THIS INSTRUMENT PREi comml u.0,
kv=d0d 11 10212UU5 at 03 37 PM, I n-)s
JIM FI&LEIR QLERK CIRCUIT COURT nUVAL CO
RECORDING Sio.W UNTY 'A
SOUTHERN HOME PPODUCTS� C
5700 GRACE LN.
JACKSONVILLE,FL 32205
A it Lin_6ai -Pria
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t A iowt rL000 ft-4-1)RAtICE 1AAf1 O&JUJ INUGV-�T 15. 14111ki. Cf))AIAIIIII(Y NUII 13F.R. 1�(1077, PANU
Prrt.[rIr, All, IA'.LuLrIf5 6- [110(117 (11 'A'Ar Ar, 1'r.lir I?TrQfjI).j) I-I AT JL/(jIj 111I.L (:01,44ITUI III
T ST.I 11"I if I 1 11 it I S.; 0 110 R VA-IL STAIF.D. NO ()tll(f( IIIIi. VILRIFICAH0111 IIA m r IT rrm 0141)11�11 11v 11 if tulorrisioNEn
4 11111; MIT VA(10 'Alfli(ill'T mr: rumirsun -�j At of nu c-,u�iiniyw, 7,kiiiivi Nnfj
-7
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it
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(I nk) 904-354-1255
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Ir <,-I r) rnNSTRUC \1 "-)URVFYS 0 S11 )5 -)1 V1"'d ON
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
........... ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 04-00028380 Date 5/27/04
Property Address . . . . . . 1611 LINKSIDE DR
Tenant nbr, name . . . . . . 1 FIXTURE
Application description . . . PLUMBING ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
----- -- ----------------- -- ----------------------
HAMMESFAHR, BOB AMERICAN SOLAR ENERGY, INC.
1611 LINKSIDE DR 11497 COLUMBIA PARK DR. # 10
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32258
(904) 246-3578 (904) 268-8046
----------------------------------------- ----- ------------------------------
Permit . . . . . PLUMBING PERMIT
Additional desc . 1 FIXTURE
Permit Fee . . . . 42 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
------- ---------- ---------- ---------- ---------- ----------
Permit Fee Total 42 . 00 42 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 42 . 00 42 . 00 . 00 . 00
PERMT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING
CODES.
A
BUIL ING OFFICIAL
Ma!j 21 04 02:23p Citd of Atlantic Beach Bu 904-247-5845 P. 1
CITY OF ATLANTIC BEACH
PLUMBING PERMIT APPLICATION
VR
Date: /cc)
Property Address:
Owner: 'bo 6 �A a oA f-s--Co-k r — Telephone#: -2-46 - 3S73
Contractor: EnV_y-�C_C'_y\ s(Acu- Er\�CJ�Ay Telephone#: ,26 — /3046
Contractor Address: 10 W CC i UVII 6(_6L Pckr Vor. Fax#: a6 13U
e— P-L 32-Z56
In consideration of permit given for doing the work as described in the above statemeM we hereb�y agree to perform said work in
accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach
ordinance and standards of good practice fisted therein.
Installation of plumbing and fixtures must be in accordance with the most recent edidon of the Southern Standard Plumbing
Code.
Plumbing Type: If other construction is being done on this building or site,
>r New list the building permit number:
0 Re-Pipe
Number of Fixtures:
Bath Tubs Showers
Closets Shower Paris
Dishwashers Sinks
Disposals Urinals
Floor Drains Washing Machine
Lavatory Water
Sewer Water Heaters
Other A�'f
Fees
Permit Issuing Fee: $35.00
Total Fixtures: _ j X$7.00 + $35-00 42 00
800 Seminole Road-Atlantic Beach,Flodda 32233-5445
Phone:(904)247-SWO. Fax: (904)247-5845. http://www.cl.atiantic-beach.fl.us
LA CLI>c
CITY OF
SMSEMINOLE ROAD
ATLANTIC BEACH,FLORRA 32233-5445
TELEPHONE(9(W)U748(91
FAX(904)247-5805
IMICI
TO: Water Department
FROM: Building Department
DATE: 9�1
Please be advised that the final building inspection h been
completed on each of the following addresses and constructizwater
is no longer needed:
Permit Number Address
Sincerely,
Building Department
MAP SHOWING BOUNDARY SURVEY OF
am*
LOT BLOCK - AS SHOWN ON MAP OF
A F,4 V*4 1.1A A k:r/P W Z A//r Z
AS RECORDED IN PLAT BOOK 47 PAGES'tE&-4W'& OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA.
FOR: C& MMS 6AZAAM712"
AV
NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT.
4 07 4LI Z47- 14%Z��z
eAvc'e&76'l
.4/c -*p
It-7
94-37'
%j
16% lk
29
'4
(3 7�04)
c IN,
144
C4
llll� e7S' 1-04
.7' �j
Z'It*
7.j5" 1,4 1 4
e=
c—lb
Z4
Al.6`4 140"AV.
Q>'
1994
'U'ld'ng and Zoning
,cl
,v,q4 4/
_4(Ar prF:
e!eywA,r,cw -4%4 A14 p r-4: '44e 1AFPW
I HEREBY CERT IFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND:
TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21HH-6,FLA. ADMINISTRATIVE CODE CONCIMTE 00110111INUT
(PURSUANT TO SECTION 472.027 FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH
MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY 1/2 FOUNDINONVIOZ9
1 0 1/2"SET"M-L.9 1704
FLOOD CERTIFICATE THE LOT SHOWN HEREON IS IN FLOOD B.Ft.L SWILDING 025TWCTION LINE
I!X,01 CENTRAL ANGLE
ZONE --- AS SHOWN ON 1HE FLOOD INSURANCE RATIr CLARSON AW)ASSOCIATES, INC. "
MAP PANEI. N- 1200715 - -0-0'0/49 DATEO 4-17-40 1643 NALDO AVE. JACKSONVILLE, FLA 32207 A RADIUG
A ARC DISTANCE
ctry Ole .47'(01VI-1c tve~All C" CHORD DISTANCE
:C. MPI OF CURVATURE
'T, POIATT Of T"GINCY
SURVEYED 045C'Allkif Zo 19 A- u
R CRED SURVEYOR NO 2041 FLA P.kC. POINT OF IMIEVERS6 CUM
SCALE vC.C. POINT OF COMPOUND Cume
FWM BOOK 0A74 PO. jP
Tatifiratt of (Orruponru
Ou of
Attantir iltat4 —
Prvartmait of 'Nuilbing Ittopation
This Certificate issuedpursuant 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 IbIlowing.
Use Classification Si-ngle Family Bldg,PermitNo. "'644
ach
Group W� le Type Construction -fi Fire District Atlaitt1.1c B(,,
6t 'lit
Owner of Building Q,.jitex Real Est�"LeAddress , iHck=qnnl��trvl 'ce-1 FT,
suildKgAddres,161-1, Liukakde Dr.W. Locality Atlantl1c Beach, FL 3'-"33
By: DON C. FORD
....................
Building Official Date:
POST IN A CONSPICUOUS PLACE
------------
CITY OF
4&aa&-
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No, -T
Time
kiv,
Received
Job Locality
Owner's IL
Name Contractor
BUILDIN CONCRETE ELECTRICAL PWMBING MECHANICAL
E — -
Framing Footing Rough Wiring - Rough E-, Air Cond,& f:]
Re Rooting F, Slab El Temp Pole E, Top Out 7� Heating
Insulation Lintel D Final Sewer 1E Fire Place
x Pre Fab
READY FOR INSPECTION
XM.
Mon, Tues. Wed. Thurs, Friday
I A,M.
Inspection Made
Inspector-- inal Inspection E
Certificate of Occupancy E
Date
CITY OF
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time �,A.W
Received Phs�
giodress Locality
Owner's
Name Contractor
LD HA
[_��N!:::;, CONCRETE PLUMBINO ECHANIC
m
ou D Air
:Frmi Footing jnng
,R
e Roofing El Slab F-1 Temp Pole E Top Out Heating
Insulation L7 Lintel L-1 Final 0 Sewer F] Fire Place El
Pre Fab
READY FOR INSPECTION
�, A,M.
Mon, Tues. Wed. (T:hu,7sj) Friday--PV"
A.M.
Inspection Made
Inspector s
nt,�In
s
Cefiftat,of 0 ..�p�anqe�r—�
I e
DATE:
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE
SATISFACTORY:
------ ----- -----------
'7A A
-------- ---------------------------------
-------------------------------------------------
-------------------------------------------------
Enclosed are the blue copies of the permits.
S�NC RELYO
BUILDING INSPECTION DIVISION
cc:FILE
TRANSMITTAL DOCUMENT FOR JEA
DATE: -Z/-9 ,-/-
The following permits have passed "rough" inspection:
Permit No. Address
RA=dK=O*x=Gxxx=xg*XkU@*=Dpdxmxm&xbkoKVomnd*u. Please updaie
your records accordingly.
2n yo
BUILDING CLERK
CITY OF ATLANTIC BEACH
/vcb
'4 q�41
CITY OF
ue-
CVA 4&4a& AeaaA-4&u-W14
Office of Building Official 000A
REQUEST FOR INSPECTIQ—&#�
'7&at, Permit No.
Time A.M.
Received Pm
j ore::,, Locality
owner's
Name Contractor
BUILDING CONCRETE ELECTR4C-AL-- ECHAN16A
Air
r
rUm,aj 7�- Footing F- V,
LFramin i
Re Roofing Slab
Temp Pole El Top Out El Heating
Insulation P Lintel Final Sewer E Fire Place
Pre Fab
READY FOR INSPECTIQ*---,,
Mon. Tues. Wed. QhDurs Friday
A.M.
Inspection Made PM.
Final Inspection El
Inspector—
� (t Certificate of Occupancy E
Date
CITY OF
N! 11064
ATLANTIC BEACH
—FLOR19A
'1' 0
0"'k "
FLORID
NAME
ADDR eC) z,&Z
CITY— C 3&,/-
len Signed, Dated and Num6ered, This Becomes
Receive&
MAKE CHECKS PAYABLE TO
CITY OF ATLANTIC BEACH, FLORIDA TREASURER
PSR
4844
7822
DEPARTMENiroF BUJOING
CITY OF ATLANTIC UACH
0 -------
PERMIT INF RMATION -------- LOCATION .INFORMATION- ---------
Pe rm t
i Number: M2
Address, 1611 LINKsrD9 DRIVE
Po rmi t Type; MICHAN I CAL
ATLANTIC BEACH, FLORIDA 32233
C1 a of,
9 Work: NEW LEGAL. DESCRIPTION ----------
ponsti,., ,Type,-, WOOD FRAME, Lot:, , Ri ock:
Section,:
Pr000sed Use: SINGLE FAMILY
Township: RNG: 0
�.��,Dwe 'A g S:r 1 Code:, 0 Subdivision: SkLVA LINKSIDE
,..,Zsti9te, d Value: $9 .00
Cost : $0.00
lot,
$47 .00
$47 .00
V VA".M 9 9MI fif
MAPS;%9 4IN R Eff ,NEW simbe Pftmib,* ResiBeNee
iR
APKICATION FEES -----
ERMITI $47 .00
Addr, s't DE DRIVE W C FRE 0,11 $0 00
FLORI'i FEE
11 vMv, tile,
� Ph 7' AP v U
-H.R S. $0 .00
RADON GAS
R- FORMATI�j ------ RADON CAB 5% $0 .00
Name." N HEAT CAPI TA4-- IMPROV E
49 ' SzWER TAP $0 .00
JACX LLE FL HYD ULIC SHAR E .00
Type.* 0
2 Li a t. CROSS CONNECTION $0 .'00
so.
CONST. SURCHARGEA<�$o-
AOTES'
NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST SEF101RE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
BUILDING,MATERIAL',RUBBISH AND DEBRIS FROM THIS WORK MUST NOTSEPLACED IN PUBLIC,SPACE,AND MUST BE
CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
'TAILUIRM Tb C-OMPLY WIT141HE MECHANICS' LIEN LAW CAN RFESU.LT IN
ROVSM
OWNEA PAYINO TWICE.F00,64.11LDING 1114P
ISSUED,AC,
N FOR
PROVED PLANS WHICH ARE PART OF,THIS PERMIT,AND SUBJECT TO REVOC 0
PPL ,Ax, 0AOVSIONSO0 LAW.
E
$47.0014
OMMM 00000000
��,�A ANT
N DEPARTMENT Datev vot/94 01 ko,
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
Or.%CHI V60AIDA 3SX33.
APPLICATION FOR MECHANICAL, PERMIT ' 'CA FiW-i'4 6-;�i ih—
IMPORTANT — Applicant to complefe'all items in sections 1, 11, 111, and IV,'
LOCAYION Shost AJJr I out- 16.11 LISK21DV DRTYP
OF 11414184411012 ths-4141 setweria ATT.ATIC -111.14TI An4 qVMTNTf)T V R()AI)
WILDING Su6i)vItIon SELVA T,TNT<qTT)F - 1,07ji I A
11. IDENTIFICATION —To bo completed by all oppliconts
In comidots,11oft of p4rpnit givisa (ot doing the Work is described In the ��cvd 6141#,nefil we hiploby .09,06 to poplo-M �&;d -Ork i,i
b4th th* #1161alue0all 1 4110 specificif'ons which 416 a Pitt heraof and ;r, 6ccordoitce w;th the C;ly of JocksonyWo otd;�,,ces opw
of good plat,
Noma *I W646111641
CORW441se -.X �A41N HLAIING 4ND 4TR C.A 1 2 6 L3---.
NAM**1
hoporty owher CENTEX/HO�4ES 3
$4floNts, of Cioasit $19A814tv of
or AmIkothsi or
111111. OWWAL INFOWATION
A. yype 91�seati4 fV41 16 OTHER CONSTRUCTION! 19MG OONE ON
bfcftk, THIS 111101.011,10 OR 311t 7 v-Fq
(3 (3 IF VC11, QIV9 NUtA*Efq OF CONSTRUCY104
C3 02 7644
0
IV, WOCKAN"L 9WIPMMT TO U INSTAU" NATURE OF WORK
jh*vwq w"'we%t of cow4w,"h 91k w4k of this kt*l (:j Resldontlbl of Commercial
0- S040 C) RKS94,W 0 COMMA F&W 0 Now sullollng
0 Existing Building
(3 AkC""Wasi Q Rom (3 Cohinsl
0 sys"I We OARD & FLF&
0 ficiplacement of existing system
0 Now InetallatIon(No system Provlovly InsI6111d)
C3 Extension of add-on to exIstina dyst n
Other — Sp"Ify
C4049 f0wort cdowschy
C3 Fio* vAilliUssis Hijohissit of h"dL.--
(3 14itew a Misallft C) EwAl4t THII SPACE PDX 0F+IC1 V.11 ONLY
13 Owks (too"I
13
13 UOW?"am ks
C3 b0`1114" formii Apprgvvd by
ONION, P6hnit Fei-
UBT ALI, 9QUIPMENT
AM CON!A710NING 00 WRIGERATION EQUIPMENT
M=
Uod4l Number I/Amuluturor
=0 4 FVIILNACES� S�OILPEIRUSI iP2;1 IULEFIL ACIE38
ctpwty Awr9y1:04
nwwwvwu bwripum XW NUmbfir (VM)
-AIJIT.
4�A-N 9
TANKS;
Iwo.ubjky�,�, wat;ba alpw ty T"o Uqu14 if AMA ti svial Ap roving
am vtoovikea O*nt#JA44 No. I;ncy
CITY OF ATLANTIC BEACIll FLORIDA
Appro"d by PPLICATION FOR ELECTRICAL -PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR-. DATE:-.I
IMPORTANT NOTICE,.
IN CONdIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES A"D CITY OF
ATLANTIC BEACH ORDINANCES.
ELECTRICAL FIRM-.- f..jr,_25J"7__ MASTER EUCIRICIAN SIGNATURE JOURNEYMAN
NAME_� t_Z4p ADDRESSt lox_
BLDQ.SIZ6 BETWEEN:
AFr.i COMM. PUBLIC,( INDUS. NEW OLD I REW.
ADDITION( TRAILER( TEMP.1 1 SIGNS I SO.FT.
SERVICEt NIEWP<r INCREASE( REPAIR f FEE
CONDUCTOR SIZE AM!j 1-5'0 COPPER f I ALUM,kj:C
MMTCtl OR BREAKER mps PH 1.9 w 1290voLT RACEWAY
ip'l
EXIST.SERV.SIZE AMPS PH 1. wi VOLT RACEWAY
FEEDERS NO. SIZE IND. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED. OPEN TOTAL
I 0-20_AMPG. 31-100 AM
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
0.100 Amps. OVRR
FIXED
APPLIANCES BELL TRANSF.
AIR H.P.RATING H.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
H'P
OA0
0.1 OVER
MOTORS H.P. VOLTAGE pHs NO. VOLTAGE PHS
-MISCELLANEOUS
TRANSFORMERS: UNDER 600 V. OVER Goo V.
NO. KVA I NO. lKVA
IND. VA. MA. MOTOR SIZE SWITCH hASHER
NO.NEON TRANSF.
EACH SIGN
FORWARDED
An
FEE
cxl,q of Lt
Ot
of�
Lill
tseco"Ic
&
I,me
1pkec'Wed PLO waog
.e vkoxA\'\ X, �-\Te pi,ace
30,0 lop O\lk pfe�ab
\W.ing ,sel
colgc?,fle po�e
O\Nf\e('s lemP
,A,me f 00w\q VMS\ pf.cj\014
\XA5
vkOok'A wiii 0
\�,i
OA
&&00
00
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
JOB ADDRESS DATE
A� "/,/ �— 2 -9
THIS JOB HAS NOT BEEN COMPLETED '
The following additions or corrections shall be
made before the job will be accepted
ZOZ&II IS A/6E IVA16,4"P 7-6
- - AV -0 -
If 0DE- C10 U I rl-E ,4-4�IeX e,4, do
r- A)0 T_ _S E 7—
UZ: 04) e
&_&47- 7-0
zVO.r- N&CI-f-0 0 FF
6 -,6 0 77-LI 01 44&�C_S Al I JS 1,0&
1A)A-rL(& 6�E
7A
0e)
Lfr__ r-WAO jAJQr CUJAW�TOCO
500A)� j?V6TS /JOT- 7)Wry
It is unlawful for any Carpenter, Contractor, Builder, Or other persons, to
cover or cause to be covered, any part of the work with flooring, loth, earth
or other material, until the proper inspector has had ample time to approve
the installation. _eo2
After additions.or corrections have been made, call1.JQ1(_7_S -(.Building
Department for an inspection. Field Inspectors are in the office from—
to—Monday through Friday. PLUMBING
ELEC
BLDC2), F
I
BA
PRESS HARD-USE BALL POINT PEN
CD
CD
CD
131.
5E
Lo
�3 0
o
k
Lo
o
-,04
V. CD 0,
ocli,
k 0
CD
ID
%4mr �
OT
too
.A 01
mes
w GOV."
e
CITY OF
4&aak-c Bwzc-A-AM
Office of Building Official
REQUEST FOR INSPECTION
Date— Permit No.
Time
Received RM.
PM
A X—, jss�� cality
Owner's
Name &L:&i Contracto
BUILDING CONC TE ELECTRICAL PLUMBING IVIECIHANICAL
Framing El Footing El Rough Wiring E Air Cond. & FE
.out
Re Roofing E Slab F- Temp Pole P- Top Out Heatng
Insulation E Lintel E Final EI Sewer E Fire Place E2
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. (--TW-:r::s�—,) Friday
Inspection Made A.M.
P.M.
Inspector Final Inspection El
Certificate of Occupancy I-,
Date
IV,
7720",
oigpAnTmeNir oF sumolms.,
ii�,61F�ATLA"C- 8 "OH
VlOtt,
'PER
*-IT INFORMA 77
ot�vftltvt
umb*,
U,
'114, , , : ��,1:, 'A , ,b*11DA
v
Typ
m
0 1 at Work! NEW,
120t, 4
Soctibn
ooms,trt�`� Type iqbob'��
FRAME
0
r 0
TOO'fts
sod, 4
Subdi
C040 SUVA" "t"11,
a to Value $OT 00
d
00 �00
. .Tot cr.
4,1.
moun,
-A
I NO t1f NMJ , I
HOLZ
JI 7
�0-
FORT D
vu�
th
00
-MON"
-40
STA
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Vp 4e,' TXpr""X,*�,
is
0 00'
-417
A
Z, fLAl 32210
JACKS :L 410�'to
Poll
0
Ty
CIR
AM,
V.,
�O
v i
UST146 4k
NOTICE—ALL CONCRETE POOMS AND FOOTIN,08 M
0,
PERMIT VOID SIX MONTHS AFTER 4,�,TE10F ISSUE
ATERIAL,RUBBISH AND 0,
ESRISfROM THIS WORK MUST NO' c 0 IN Pt SPACE,AND MUST
BE PLA
LEA-416:6P AND HAULED AWAY BY EITHER CONTRACTOR.OR OWNER
W"
�7
W IN
RE TOICOMPLY WITH THE MECHANICS,' -LIfN 'LA. CA RESULT IN
PERTY.-OWN- A ING IM-04110V TS
El PAYING TWICE FOR BUILD
'EMENTS
TO��#tV
ISSUED ACC6, TO,APPROVED.PLANS WHICH ARE PART OF "N S P�A- CT
MIT'AND BJE
4U, o�
1014,OF LICABLE,PAOVISI 6N861F LAW.
AN
MeNT
T,
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
_ ("1�le
JOB LOCATION:- - ----------- ----------------
PLUMBING CONTRACTOR: ----------------
2_2
LICENSE NUMBERS ---------------------------------------
OWNER: -------- ------- ----- --------------------------
-#-- I IV
BUILDING CONTRACTOR: - ------------------------
L
`z/_ -0--- --------
TYPE OF BUILDING:
--------------------
SINKS ---- /----SHOWERS
--------5,, :LAVATORY -----/---WATER HEATERS
-------2--BATH TUBS L-DISHWASHERS
URINALS .../ -----DISPOSALS
------7-CLOSETS _____Z---WASHING MACHINE
FLOOR DRAINS ----------OTHER
-TOTAL FIXTURE COUNT
---------------------------------------------- ----------------------------
INSTALLATION OF PLUMBING AND FIXTURES 'MUST BE 'IN ACCORDANCE WITH THE MOST
RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE...3,
EPA$",
-Or
CITY"Of Atpk"
t 4"
-r� otf
-0, MU*bir': 7644
J t 'ky'oe
'SU t#0 rX
I wk'
�jf 0 rL k'
o"
+
0t
T
0
0
t" Vt ue 4,
it
V
Z613��,44
$216 1,
44
4
S t NOL
77 77'
Vi7
A,
C, T
t
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X�4
j" 24
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Ole
AW
"At
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Al
V IPWO
0 1:00
"W4
IC
A
U
J 0 , W
. 0 K
UFAND HAUL
W, ayt,19-111114#0 CONTRACTOR,
NTRACTOO
CL#j
Ll or
V RETTO
7," po 1I a ps T
HE. LOW,
�: . I,
ING Twice Foa,
E 'A
ue
D ACCORDING TO APOROVED:PLANS WHICH ARE PART OF THIS RmjT.' SU13JECT TO REVOCATION
P,
LATiON,"OF A" POUCABLE PROVISIONS,OF LAW. FOR
F777
lu,
LANT CLBEAC
BUILDIN
0.0 Rml
$4
BY: Totklk
V�M
PROPERTY PESCRIPTION CITY OF
.at 0--L_L�_9 B 716 OCEAN BnULEVAAD
look 0--_--section
F.0.BOX 26
'j ^TLA?MC8tACJ1.FL0ftMA32233
ald "'ue 7ELEPHONE MbQ240-245
lubdivielons zo
Street Name
sr Address s � DCSCRIP Oil OF WORX
It In a FLOOD HAZARD
*lood Zones couplet* page a* Brief
Description s.:�.tLCAI t
- ------ -----
Claw* of Works
(New/Remodel/Addition)...
1.)NING XNFORMATIOM
Typo of
Construction,
:onlng Proposed
Estimated Vilue
:xcoptiono or Matorlolws_!�� 0o u-, 0
ariances, Gran tod s
Solid or
----------—--—-----—--------—------ Filled
OWNER INFORMATION Grounds Roofs_T-------
Method of Hootings.T
Propwrty Owners------ --------—_ Phan*i
Mulling
Address- j-F pro-
--------------- zips
CONTRACTOR INFORMATION
Contractors— Phone 1 65)
nailing
Address
Zip#
rMpl;;U;;----
License Numbers---C153<2- P_z;__�6 f----------------- but*$
I MIMERT CCRrIFT TWAT I MATt READ AXD CXANINCO T11111 APPLICATION AND XVQV TUC SAtte To ac Titus:
AND CO*#rCT. ALL PROVISIONS OIP TO LAWS AND ORDINA*CLY Govtmetwo Irmis Typt OP WORK WILL &C
CON LIC* VITUo wugTm wearito annsix OR NOT. THE CRANTING OF A F91114IT DWS NoT rac5upt To
Give AUrU(14Irr TO V20LAT8 OR CAMCXL TUC P*OV3920W OF ANY FCDEXAL, STAT9 OR LOCAL RULtS.
XROULAT20112. ORDINAMCCM, as LAWS Sit ANY MANUtIt. 210CLUOINO TUC QOVCRNIMO OPCONSTALKTION OR T14C
CXFORXAMCC OF CONSTRUCTION CUP TUC PROJCCT. x unot"TAmo THAT THC ISSUAMCC Or THIS PLORIT 12
CONTIPOCNT UPON ?ME ASOV6 INFORRATION 891MO THUS AND CO0k1iCCT AND THAT THC PLANS AND SUPP0*78yo
DATA NAVC DITA OR VMALL- Off rMizza, as it into.
----- - ---------
J10 Owner Signature ... Dot
Contractor Signature_ Date-
A
INFIL TRA TION
INFIL TRA TION M AV c,4 Plate,fV^1Ct$0A
k=A�Z dock or VAb edge;or,
bocom p4te.Vwn rn*dwwir.�
110 IV kxtcf la"00i of V*Pulec
�wmfl=be V=dom"wkxiow%by anwr
INFILTRATION PRACTICES It= ir 10 T.*jarns:oe.
Mo&wvcw tszw*n io tN lrwrkv ffwntors and rt"Ic
To aocount for Infiltration(air leakne)10SUS M4411 tN tM116119 Or"". wothi w4 wkh xtyk adihm"io meal or oarW ffo=. "t"of,
infillralion r9ductpon consUvc6on techrkpes are combinod Into WH grouM of 3. Wrap ' N VV*#(kV amund V*dw ce wh�ow"AkV,r*n allaolirV
practices. These lives practices.labeled 11,12,"M represent Me different Vdh=fa.94rwa 10 t*IrwiDix Iwo I of Vw VaMW4
infintal;on rates. The h;qher the p(aci;ce number thot%hler'the house and N SNeN wil bo ofIxiNH w-th modunkal I"ortors of at s4arr%� AJ
b"t the number of air chanes pot hour. 17�1 oonstrud06 I&ChrJQugs r9quIf9d In s4afft"I bt maW ty#Vw nus;ic of P(qSS-U(4 Mra""WM
section$08.I.A for each practice are[Sled NIOW- ba*ww")0 N Upp&d$9.1=1 It-wse4 bdh4oyt tam"I w t4 us#4
sw Vis pirpm.
Inflitratlon Practice 11
The housa must com*wfth SA escn'�dye requirements IV%indow.door V4 Wood Sheathing Boards. Wood shez!Nng panels are oonsidered aIr inli�ratiori
ducr�infiltration in sections 6%.1 .1."610.i.QC.3. Practice f 1, barriort when appAe-d to a frarry wall underneath an exterior finish andN
includiing the roquirenwntL following sealing mquirements are met:
+ jokis bnT*dbyv*sqjAn eo;ws o(&4omrV partis"be badrsdbya�
wr4�w%"I hm a Muirrum of 0--*4 0.6c le-el por MhAs ICSM)Per it" ba rnwW.YN
loct of opeabk s4sh 0-*ck. ff" Pr
Dwn CmL�*V V-*V 94 U 6DVI)%J'All h4"I Mvclr�of 0.5 CFM Pat Foe)*bI*,�bYID�"Vwv1
*quam foo(a(03or wwa. 66g-K t*q*QYV of Vw paewb"bo rA#d vrth owlic b0ore rna5rV ro parloks.
ExieViril of opvin�In tw txjb:%rV V"""b4 CWk*d. 4 IN p4mh"be maw 10 r*top ptmo u%ft a maw-
Vsk#( "atw-O�of 00ww'M Otled in&A AWW*d M~.
AC&Z ow w "..,w in WV.Z V. 4 Tho pae-t�"bt%4 LW loo tw bobwn platt.flo-Y dock or N adw
MqA-tm*rb of socticn 610.1.AW 3 at b%w Codo. MKIS in&Mcs 041 pctb VwQ w4w-
b*M-911od 10 a ffkir�of A-CO.
wr4o-wl V"a M-wic
Infiltration Practict
T"s of any tM oft W atocep(able ssalanfs W seallng wood sheathing to wood
in addijon to rneeVnq&I nx�Arernerds of Pfac6c* 11,Pract�ce r2 r"ires Lhe members,mounting W,of masonty.
following sleps be taken to tpghlsn the structure.
Aj�:7,trxtcm jrd�wz in LN ID9 pWes d exisrce-alh"I bo waJed Non-wood Shsaf)Vng, Non-wood sheathing panels.inclu6ng foam inRMSon
Art ~b��(s."pnes S7 irv,-V 591"b4 rwariw in
OJI&W W214 ard rzvs�.004 f1coom bowds.ar4 loil ot plashc la.%ed boafds of other materials,may be considered air
T?w crack t��awrow ana&3,h=tn-21 so4 pirti and 4xn r,b-Anw infitVation bariters when zppLi�d)o a Itarne wall undefneMb an qxltetio(inish ar�d
corwwclon"be s4aw WIM caAXV or psx�er-otral. the$onoyeing seating twZirtments are met:
Ai pe'retraI00%.pra 3nd cracks it irttevf wd&ct%and 4xionce
ad actri walk ard othrvs SW N maled or VV Jw%%bt%�"M jd'oe�;wne-ls"t bt s4alt'l Virg 0,4 Or r*metro*
J;��co"V.�. -'4-"d= *,c'-w Zoej we 644, -ow S-�J!.Nry peu 9"M Atc".or.PM bc"Oe,a4pr.N f-4 I.
rwl&%ts,b4r�ros.MQK JC�."Wtl"d V"CWVL W"a jt7 t'y P'rs-wrt 1*-.X"-J�>tl-1h V"aa*s"I. P�bfw==S."j
AJ peU V%djc?-�04 hn vn=)JtCrt4 1pact VVJ U M&*d rw V='Urce tat)Wt"M t1f W&Vd tt T14 Plf;0".
�%h sl�410.11AXJ.
AJ kvpLac�&V woW 00y""ll hirn%A CL,"n,oass*r so-V . T)*p4rqt SP41 b-t"A-1 10 Tv W pLZ a vs ing a n%trtic.
doo�%and*Ax4t*YY0.-Vbn"dil--ton at rtakn.
AJ dipwwo faft YWIP6 ID wV=r-A0r*<g%a�"haq dan4m T�* . Ttm par*t"t*s4 2*d to ry bocom pwd.to,.�on wall,hee-w
do4s not Vply 10 wrbigan dr,"s-0 aegra)03N"0�� arld"p6m.ka 6tck.or Vab QswV ffwstk-
Skch&-Its r-apl 0:9"w9i L'w Mr"Jr,41 Ga,Cocto(NF?A S4)or rw
IDe-afty 3."K=0" * Tte bt M tw 10 rw wrV Of M>'M�rg"Or dcc�a r4
wl"Xwl ff"c Ao'y<t43.0d la,;,4 may b9 v%*d 10$441 rwtaf V41 943bC
3 ad—tvvOn&P-21c'-*21*"-k"c"-ar`4*rw *w 6V ffxLlyv Vs X Tw&N a V%rig p4rwft.
v,� -m axrtxit,�"dkAon 3.14 at from
'P"'. S'ch d"M."r4f OY70,w 0"Njwe4 FVO a:,1 Tape$of any" art"a=eq(abie sea!ards foe sealing non-wood Oea(Nng to
C400 KPA$4)of r*=ty b"*d codn wood or masorvy buildrg wa"rwts.
Stucco. Stucco on exlerio(franw waft nwy qx�&s an Infiltration barrier 4 the
Practice 13 1040,Mnq 0XKw*'4 we MOL
I ad*tjol to meet;,;a,rqqimrtwnts of Praj;co 11 "Prac6c*82
Johooing ird&4606 teduC6011 t6dv�"S, + Top Oxtft�Sill at;dts art 504 PLV.ts V tv)de�oitl$1�"oucco
RL'st bd$44*4
m efarzlion barrier*W be ;M rw or&-g. 3"_p.V*s 57 reovo".
P"'V='cex')D;f"af.4 0-0:*1 an evaecr waft.*--:%as wv" + AX hcl*i in V*D"vrJ tatc-4%N1 bt p='*d. The*,r&V*A#Aor w'al&W
&VUnd b"bo'.V*at~Jtv*Act ano "be CWA�K bq 00e0d wo a wtx1:1*f1tS--VAr11 st "of at W"a S"s k-r-h rkkn4 33 lot
S40jed of Itsketo4l.w al wwwawm rrough r*lop PLZ*5 Or rttew P"rx skicm.
wraft ow bt 34 ted.
ir�rw 6V OW be m3kd WOM IV Qw46V'*d spa"
*VVww well ~bcaf cod*4+penr*t InnItrat'lon flat'der-3 for 61"k C�onslrytllon
Aj dictol"bi bcattd in rd SP".
Al be P*ww ve rcu*d nvvf hooeA
wrkh"ff 10 tv oja�oors prr'"On The llollo�Mng bLx'dng materials and systannis*1 qAlty as infiltration barriers for
AJ de"M spaca?wztM Ljrn*c*j'ard wro(h42"rs block construct;on:
must
1. &bcZed In v-=rd6".d SW-M.wt 3f*(-V-f1PW Painted ExIsdoe Wails. Ertew moiat joints sW t>e tooled first.4%"d to cuts,
&-d Majed Imm cwdwe*d V-1 Oho 0—no(4*1Y to ourbivc1l VPL-C*S then bruV1*d Wh masom uaJznt paint A first coal of masonry sealer paint and
co VV*ad Vert"� "n a ri�nirnurn of one color coat o(paint shall be applied.
L 04 Rippw w1h Vem-tkh P-t4-M"210M As bVM
WCOAM'Orw spacts:ard
3. Pwnc,"oorrb�by Prod-ch 10 Ow OAXOM Pucco. AJ h&s in the Wet b;ock face"be paid*d. The entire masortry
+ c4mb'$�On W==bcXwo t,4 cxxz*�V6"-70 WaA"I be 00'aled with a weather fesiszani slucco layer of at least a&'S inCh
cot 109xv"rts: thickness lio(cetnenlicivA stucco or 112 ixh thickrRss$or potymark stu=
1.rd= av Y1 rt 10 Vn0Vdx4(*d
V.ou sha t,4 pveir,%ec v rw appurcs t>-�*Y1K imi
M hm4wi Viow drfic* pr�sv"ch Interfor Lliirriftm
WTW. "tt mks&orw*di I b-i Vo-"w
When InAhlat;on ptacke r3 is used,cav6on should be taken to Itrit the use of on the hoeice btck waJ=bo=�Z='ucaoffn Vi�lq*ss o(not Sw
maierials and"Orl-4 wilich I)Mduce wm air conlarrinants. rw t/4 kxk,0(.
ftW AP"pvdcb"I W wrAppto oxthox&�l on trw h t rice cl N
CBS wall.?*W in ptac*by LqTiiV Vyip6 or tpy*PcOf zMact-ed wal bufti ci#z',VV J-1
INFILTRATION BARRIERS &V bwyiw,or.
CtW 00 tAM Mu4tron baAfdl"be IrWJW&I A 0N1VX*0
em Irt#nor ce#At6or vA.,c*. Aj cracks&-4 joirz VW b#cA*#d w MINStAsl
The foAov%4 W"dt ffaderish AM"Sftu wM Quality as IMAltrat$on baffiers*'hen
0= x,,r'g of k&Td wag conaVuctor% Arasogojs rmibodology apply
instan0d V
to raised floor"04N constrwzM IM111taPon Dorderl to?L"Wall�&n3tructlorl
pfestfe Sheednp.pja�~nq poducts am congidemd air infiltraton berrWts The lobovAry bullding mleftIs"sysisms YAD quality as Infiltration befriOrs bt
,hen jippiie�d to a tarm yri underneath an oxiseo ArJsh"Vi4 totioYrIng se&IfV N wan corwfVction:
requirernents am met Continuovs Groove Lo;s. A confintms spline shall be caulked In place.of
"Aled wfth cmpeem;b4lf loam gasket 1".
Of.
L wrap*q to V*Cov ovw ow ow
ftnw%iV I I*rw in*Dor fac."df%PpLM4*1-tL Sh"Org bq wra P9#d*vW t)@ Single,Doubh ari&of hUtWe Tongue and Groove Joints. TorQjQ arpd grooyq
to pW*befory tw Vvss-n we%4K )oints sW be cauked in place of sealed wfth comp(essib)e foam gasket taps.
FISEROWS SHMES ON FELT - use*no staples FeERcLAss 9moM ON Mi:7 use no staples
OVER 1/2' O-SO. SHEATW4C -use no staples M ilt O.SG- SWATHK -use no staples
ON PRE-EINIGWEERED Roof ON PRE-ENCPIEEREO ROOF
VAKS TRUSSES* X OC. _!�!JVAKS TRUSSES 0 2r O.C,
CAROM WSULATON BAFRE CARDBORO ISMWN BAFTU
APPROVEO HURRICM CLIP 0 EACH TRUSS APPRM HURRICM CLIP 0 EACIR TRUSS
ALUM. CAVE ORIP ALUM. EAVE DRIP
1"Xf P.T. ext P.T.
:rX6_ P.T. FASL-A fXC P.T.FASCA
Sorrit SOMT
1/f COLNG WW VENT 1/f COUNc 9GARO
Z"X<*
vV X FREEZE
I Bk
VAPOR64M (TWOR M)
(TYVEK GREPER
1/2' Sheetrock —VERTICL Or, "ORL !tANG- use no staples S/8"Fire code _.___VERTICL OR NORZ. !X4K- use no staples
Drywall OVEF Drywall OVEF
5/8' fire code noisture
resistant drywall
1/2'anchor bolts.imbedded 1/2' XB" bolts & nuts with 2"washers 1/2"anchor bolts.imbedded 1/2* X8" bolts & nuts with 20was
in 6'concrete or 8' 411on center - exterior walls in 6"concrete or 8" von center - exterior walls
Z 4
masonry units (red heads) SOLE PLATE SET masonry units (red heads) Xr SOLE PLATE SET
41 on center in all inte- WNq GM or SCWM 41 on center in all inte- IN SM OF SCALANT
n
rior bearing walls __:iu E*-IWSKD"06 rior bearing walls -!A,1��FUO%
%wiMSKO CXj'v M-- mxfr
WN.
I6,X8 16'X8
)� CONC FTC "r CONC. FTC
W/2-14 REINIF. BARS W/2-ft&W. BARS
WALL SEC.TION. WALL SECTION.
Finish Floox SCAL, I/f. 1*-0- r.CONC SLAB V/ Finish Floox SCAL 11/f. 1, W IC CONC SLOW W1
__24 --r-6X6 10/10 WN M -17 P 10/10 W.W.M
finish grade 8 Mirk finish grade 8" min
6 Ut POLY WM 6 MIL PMY WJ%
12* min BARRIER OVER CLEAR 1210 min BARRIER OVER CLEAN
C___ 12' COMPACT TERMITE it COMPACT TERMITE
2-114 Minf.Bars TREATED FXL 2-#4 Reinf.Bars To=ft
MONOLITHIC FOOTER MONOLITHIC FOOTER
scke Or- V-0 SOY-C.. 1/,V- 1'-%i
1 -HOUR FIRE RATED WALL
ON ZERO SIDE
nOIRGLASS SKNG((S ON FELT - use'no staples FREWASS SHiNGLES ON FELT7 use no staples
OVER 1/2* OSS SHEATHING -use no staples OYER 1/2' 0.S6. SWATHM -Use no staples
ON PRE-ENCKERED ROOF ON PRE-ENCOMM RW
VAJWS TRUSSES 0 2< 0 C. JVAKS TRUSSES 0 24' 0 C_
CARDBORD INSULATION BAME CARMORO 16"TION 84TIE
APPROVED HUR" CLIP 0 EACH TRUSS APPROVED HURKAN CLIP 0 EACH TRUSS
ALUM. (AVE DRIP PLUM. EAVE OW
1"It P.T. I'Xf P.T.
fX6" P.T. FASCIA fXlr P.T. FASCIA
SOFFir SOFF#'T
11f COL04 Wwo VENT CEEM 9OWD WNT
rx�c rX41
vl* X FREUE 191' X FREEIE
(=WER) (AMM)
1/2" Sheetrock _vERM Ofi "OR2. SO4G- use no staples 5/8"Fire Code —VERTICL OR hORZ.!KANG- Use no staples
Drywall OvFEF Drywall OVER
5/80 fire code moisture
resistant drywall
1/2"anchor bolts.imbedd 1/2" X8" bolts & nuts with 2"washers 1/2'anchor bolts.imbedded 1/2- X8- bolts & nuts with 2*was
in 6'ooncrete or 8" 4-on center - exterior walls in 6'concrete or 8" Von center - exterior walls
masonry units (red heads) XC SOLE PtATE SIT masonry units (red heads) xr SOLE PLATE SET
C
41 on center in all ints- CON-V GEAD OF SEALANT 4' on center in all inte-11
n
a
riar bearing walls FLO06 rior bearing walls 1_zL ROO6
nN19"WOE, r UN. M-JOA MIN.
12' IMN. It WL
16'XG r,COK FIG 16*0 CONC. M
W/2-14 REW. &IRS W/2-J4 WW. BARS
WALL SEC.TION. WALL SECTION.
Finish Flooi SCALE- 114-- 1'-(F 4.L CONC SLAB*1 Finish Flooz Smc- 1/�r. 1-0- Ir cow 9A W/
--a 0 6X6 10/10 WM 1_�0 6X6 10/10 W.W.M
finish grade S' min finish grade min
6 MIL POLY WOR 4 MIL POLY VKPOR
12" min SARMER OVER CLEAN 12" min 4; BARRIER OVER CLEAN
�f,— "01 COMPACT TERMITE 2c__ �:L COMPACr TEW
2-#4 Reinf.Bars TREATED F&L 2-#4 Rei jo' 11' MATED M
nf.Bars
MONOLITHIC FOOTER MONOLITHIC FOOTER
I - HOUR FIRE RATED WALL
ON ZERO SIDE
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
FWATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
BATHTUB/SHOWER (2) URINAL WALL LIP (4)
SHOWER GROUP PER HEAD (3) 1 FLOOR DRAIN (1)
SHOWER STALL DOMESTIC (2) --LLAUNDRY TRAY (2) 2--
LAVATORY (1) 1 C��- COMBINATION SINK AND TRAY (3)
WASHING MACHINE (3) POT, SCULLERY SINK (4)
__L_DISHWASHER (2) WASH SINK EACH SET OF
KITCHEN SINK (2) t FAUCETS (2)
DENTAL LAVATORY (1)
KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1)
GRINDER (3)
qBIDET (3) URINAL STALL, WASH OUT (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 3. @ $20.00 EACH $
JOB INFORMATION
VINANciA%.PRINTING 03~
of tommeaffluent
(PREPAR19 IN DUPLICAT19)
rX4
W
r-4 To whom it may concern:
> The undersigned hereby informs you that improvements will be made to certain real property, and in
9
0 accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE
W OF COMMENCEMENT.
Description of property 0 1 W t
0
According to plat thereof recorded in plat book pages
--------------------------------------------------------
-P
of the current public records of Duval County Florida.
U) General description of improvements ----------------------------------------------------------------------
Construction of Single Family Residence with Garage on concrete slab
-------—------—--—---- ---------------------------------------------------------
4j Centex Real Estate Corporation
r. Owner ----------------------------------------------------------------------------------------------------
.ri
0 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216
04 Address -------------------------------------------------------------------------------------------------
4
4J
;j Fee Simple
0 Owner's interest in site of the improvement ------------ ---------------------------------------
Fee Simple Title holder (if other than owner) ------------------------------ -------------------------------
Name -------------------------------------------------------------------------------------------------------
Address --------------------------------------------------------------------------------------------------
same as owner
Contractor -------------------------------------------------------------------------------------------------
Address -----------------------------------------------------------------------------------—------------
0
4JSurety (if any) ---------------------------------------------------------------------------------------------
Address -----------------------------------------------------------------Amount of bond $--------------
4-)
Name and address of any person making a loan for the construction of the improvements.
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:
Arthur Lancaster
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 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option).
Name -----------------------------—- -——-------------------------g-------------------------------
Address -------------;-----------------------------------------------------------------------------------
THIS SPACK FOR RECORDER'S USK ONLY
-A�, :�4�4-- - - - - - - - - - - - -
Arthur Lancaster OWNER
Sworn to and subscribed before me this 1, day of
1993 by _hA
who is persona y known to me.
MOO.
y
'k
"a
30,
--W Y Ln
stlate of Fiori4
Notary Pub
SIS'. #CC 302317
017ded
-In$0
EME��Y �UIDE
For" ���t�ilmd inf�/m�LiOn
of Lhm EPI ratin� number
Vr f�) any ZTEM li�t�d ,
�ak y(",)ur Builder for
DCA
or Form 6OOB-9�
O lO ZO 3O 4O 7O �D 901 100
/ --------- -------------------X- /
The maximum allowable: EPI io 1O0 The lower thC, EPI the m0re efficient tho hom�
Q'E6IDENTI�L EN[�6Y PERF0�MAN[E P.-IATINSHEET
ITEM HOME VALUE LOw h Eff1cieUcy
,INQL CLR DBL TINT
WINUOWS . . . . ' ' - . . . . . . . . . . . . . .Dx------- |
IULATION . . . ' . . . . . . . . . . - . . .
P,-lD lk�-3O
Ciling R-Val ue . . . . . . . . . 3O .0 | --------------------� |
R-0
/ `
11 .O . --------------------X /
�-D 19
Fl�ur R-Value ' . . . , ' ' / �-------------------- !
AIR CONDITIONER . . . . . . . . ' . . . .
1O .O �EER 17 .O
SEE� . . . . . . . . . . . . . . . . , ' . . . . 10 .0 | x-------------------- |
HEhTINQ 5YS1 EM . . . . . . . ' . . . . . .
6 .� H6PF l� '0
WAT[ ", UEATER . ' . ' . ' . . . . ' . . . . '
D .B8 O '96
ElEF . . . . . . . . . . . ' . . O .S8 | �----------- --------- |
D .54 0 .90
Gao EF . . . . . ' ' . . . . . . ' 0 'OO ! --------------------- |
D ,4O Cl
��lar EF . ' . . ' . . . . . . . ' ' | --------------------- |
OTHE� FEATURE6 ' ' ' ' . ' ' ' ' ' . ' . '
I thaten�rly d fI�r th� Florid�
En�rQy Cod� have inotallc?d in thoua� .
der
����
C�ty/Zi ^��
Fl�rida En*r�y [��e for 8uildin� Cone�ru�tion - 19)3
Florida DePartment of CC)Ili munity Affair� FL-EPL CARD93
�* INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST �*
===��===�===�==�======�==================
C0MPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE [HELI(,
PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES .
_______________________________________________________________________________
Winduws 606 . 1 Maximum of 0 .34 CFM per linear foot of operable sash
crack ( includes sliding glass doors ) .
------------- - -------------------- - - -- ---- ________________________ _____________
Exterimr & 606 . 1 Maximum of 0 . 5 CFM per sq ' ft . of door area : solid
Adjacent Doors cVre , wood panel , insulated or glass doors only .
_______________________________________________________________________________
Exterior Joints 606 . 1 To be caulked , Qaskmted , weather-stripped or other-
& C)eoka wise sealed '
_______________________________________________________________________________
PRAClICE 42 606 . 1 COMPLY WITH PRACTICE Ul AND THE FOLLOWING :
_______________________________________________________________________________
Ex±eriOr Walls 606 . 1 Top plate penetratlons sealed ' Infiltration barrier
& Floors installed . Sole plate/floor joint caulked or aeaimd .
_______________________________________________________________________________
Exterior Walls 606 ' 1 PenetratinnF , joints and cracks on interior eurfaw.�
& Ceilings oaulked , sealed or gasheted .
_______________________________________________________________________________
DuctWork 606 . 1 Ductwork in unconditioned space must be sealed .
_______________________________________________________________________________
F1replaces 606 . 1 Equipped with outside combustion air , doors and fluk:�,
dampers .
_______________________________________________________________________________
ExhauSt Fans 606 . 1 Equipped with dampers . Combustion devices see
6D6 . l 'A .2 '
Combustion 606 . 1 Combustion apace and water heating systems provided
Heating with outside combustion air , except direct vent
appliances .
_______________________________________________________________________________
** OTHER PRESCRIPTIVE MEASURES ( must be met or exceeded by all residences . ) *�
_______________________________________ _______________________________________
Watur Heaters 612 . 1 Comply with efiiriency requirements in Table 6- 11 '
Switch or clearly marked circuit breaker ( electric )
or cutoff { gas ) must be provided . External or built-
in heat trap required .
___________________________________________________________________________ _ ___
6wimming Pools 612 . 1 Spas and heated pools must have covers ( except solar
& Spas heated ) . Non-commercial pools must have a pump timer .
Gas spa & pool heaters must have a minimum thermal
efficiency of 78 percent .
Shower Heads 612 . 1 Water i-low must be resLriuted to nu more than 3 gal-
lons per minute at 80 PSIG .
_______________________________________________________________________________
Air Distribution 610 . 1 All ducis , fittings , mechanical equipment and plenum
Systems chambers shall be mechanically attached , sealed , ins-
ulated and installed in accordance with the oriteria
of Section blO ' Ducts in unconditioned attics must
be insulated to a minimum of R-6 . Air handlers shall
not be installed in attics unless in mechanical
closet .
-------- ------------------------------ - - - -- ____________________________________
�
HVAC Controls 607 . 1 Separate readily accessible manual or automatic
thermostat for each system .
Insulation 604 . 1 Ceilings minimum R-19 ' Common Walls - Frame R-lI or
602 ' 1 CBS R- A buLk sides . Common oeillnA floors R-ll .
Department of Co0muDiLy SNi 1234
' ~ FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OA-93 Residential Whole Building Performance Method A N0RTH
PROJECT NAME : Lot 140 Selva Linkai / BUILDER : Centex
AND ADDRESS : 1611 Liniaide Dr 6 | PERMITTIN(-� ' CLZMATE / . ` _./ �
Atlantic Beach , Fla : OFFICE : Atlantic Bea | ZONE : 1 / _` 2 / 3 .��
OWNER , Centex | PERMIl NO . / JURISDICTION WO .261100
CK
l . New construction or addition 1 . New Construction
2 ' Single family detached or multifamily attached 2 . Single-Family
3 . If MulLifamily-Nm . of units: 3 . O
4 . If multifamily , is this a worst case ( yes/no ) 4 .
S . Conditioned floor area ( oq '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 Pan,-,
a . Clear Glass Ba ' O .Osqtt 138 .90aqft
b . Tint , film or solar screen 8b ' D .Oeqf1 0 .00sqft
9 . Floor type and inaulaLi0n :
a . Slab on grade ( R-value . perimeter ) 9a .R= 0 .00 , 147 .00 1t
10 .Net Wall type area and in8ulatinW
a . Exterior : 2 ' Wood frame ( Insulation R-value ) 10a-2 R=11 .00 " 944 '00oqft____
b ' Adjacent ; 2 . Wood frame ( Insulation k-value ) 10b-2 R=11 .00 , 149 .00sqft____
1l .C*iling type area and ins4|ati='
a ' Under attic ( Insulation R-value ) 11a .R=30 .00 , 1344 '00sqfL____
12 .Air distribution systems
e . Ducts ( Insulation + Location ) 12a ' R= 6 .00 , uDcond
13 .CmolinQ system 13 . Type � Central A/C
SEER : 10 .00
14 .Heating System ' 14 ' Type : Heat Pump
H5PF ; 6 ,80
lS 'Hot water system ,' 15 . Type : Electric
EF : 0 .86
16 .Hot Water Credits : ( HR-Heat Recovery , 16 .
DHP-Dedicated Heat Pump )
17 ' Infiltration practice : l , 2 or � 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 . 99 .95
a . Total hs-Built points 19a . 26584 .27
b . Total Base points 19b . 26597 '96
_______________________________________________________________________________
_______________________________________________________________________________
I Hereby certify that the plans and | Review of the plana and specification!.,
specifications covered by this oalcu- | covered by this calculation indicate:.,,,,
lation are in compliance with the | compliance with the Florida Enerwy
Florida Energy Code - | Code . Before construction is completed
|
this building will be inspected for
PAEPA °�� �� | compliance in accordance with Section
DATE , | 553 '908 F .S .
/
Z hereby certify that this building is |
in compliance with the Florida Energy |
Code . |
OWNER | BUILDING 0FFICZAL �
DATE� ,~�� | DATE :
Deparrmenk of Community Affairs SN1Q34
^ ~ FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OA-93 Residential Whole Build/Ug Pe) iQrmance MoLhod A NORTH,
PROJECT NAME : Lot 140 Selva Linksi ! BUILDER : Contex
AND ADDRES6i 1611 Linkside Dr S 1PERMITTIN6 | CLIMATE ' , `
Atlantic Beach . Fla | OFFICE ! Atlantic Bea : ZDNE : l /. _' 2 . _. 3 ' c�
OWNER ! Centex ; PERMIT NO . | 3URISDICTION NO .261100
CK
l . New construction or addition 1 . New ConStruction
2 . Single family detached or Multifamily attached 2 . Single-Family
3 . If Muitifamily-No ' of units D
4 . if Multifamily , is this a worst case ( yes/no ) 4 .
5 . Conditioned fluor area ( 3q .ft . ) 5 ' 1344 '00
6 . Predominant eaYe overhang ( ft . .) 1 .00
7 . Porch overhang length ( ft . ) 7 ' 0 .00
B . Glass area and type , Single Pane Double Pane
a . Mar Glass 8a ' D 'Oaqft 138 .90sqfL
b . Tint , film or solar screen 8b . O .Oaqft O .00sqft
9 ' Floor type and insulation :
a . Slab on grade ( R-value , perimeter ) 9a 'R= 0 .00 , 147 .00 ft
lO 'Net Wall type area and insulation �
a . Exterior : 2 , Wood frame ( Insulation R-value ) 1Oa-2 A=11 .00 , 944 'OOsqft____
b ' AdjacenC : 2 . Wood frame ( insulation R-value ) 10b-2 R=11 '00 , 149 .00sqft____
11 .Ceiling type area and ineulailoo :
a . Under attic ( Insulation R-value ) 11a .R=30 '00
12 .Air distribution systema
a . Ducts ( Insulation + LocaLion ) l2a ' R= 6 .00 , uncond
13 .Coo1ing system 13 . Type : Central
SEER : 10 .00
14 .Heating System : 14 . Type : Heat Pump
HSPF : 6 '80
15 .Hmt water system ,,, 15 . Type : Electric
EF : 0 .88
16 .Hut Water Credito ; ( HR-HeaL Recuve) y , 16 .
DHP-Dedicated Heat Pump )
l7 . 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 ' 99 .96
a . Total As-Built points 19a . 26584 .27
b . Total Base points 1qb . 26597 .96
_______________________________________________________________________________
_______________________________________________________________________________
Z Hereby certify that the plans and / Review of the plans and specifioaLion�
specifications covered by this celcu- | covered by this calculation indicatea
lation are in compliance with the ' compliance with the Florida Energy
Florida Energy Code . | Code . Before construction is compleCed
| this building will be inepected 1or
PREPARED | compliance in accordance with Section
55� '908 F 'S .
/
I hereby certify that this building is |
in compliance with the Florida Energy �
Code , |
OWNER/AGENT : BUILDING OFFICIAL :
DATEDA TE
T* VITT * V4 *I A i *ii ty vf* 1114 i fTVV*4 k*Aq
KUMMER CALCULATIONS
BASE AS-BUILT
ORIEN AREA x SSPM POINTS TYPE SC ORIEN AREA x SPM x SOF POINK',
--------------------- ------ ---
NE 80 .40 65 .8 5290 .3 DOL CLR NE 1S .0 57 .7 .93 807A''''
DEL CLR NE 42 .0 57 . 7 .91 2261 >,�
00L CLR NE 11 . 7 57 . 7 .93 63Vi
DGL CLR NE 11 . 7 57 .7 .93 630 . �,
SE 9 .00 65 .8 592 .2 DBL CLR SE Vo 79 . 1 .92 657 ,'3
Sw 28 .50 65 .8 1875 .3 DEL CLR sw 24 .0 79 . 1 .92 1752 .'',,'
DBL CLR Sw 4 .5 79 . 1 .92 3283'
NU 21 .00 65 .8 1381 .8 DEL CLR NW 15 .0 57 ,7 .93 807 .''�
08L CLR NW 6 .0 57 .7 �93 321 . 1
-------- -- -------- - ----- ------- --- -
. 15 x COND . FLOOR / TOTAL GLASS - nDJ , x GLASS ADJ GLASS GLAS,,,-.
AREA AREA FACTOR POINTS POINTS POINV',
. 15 1 .344 .00 138 .90 1 451 9 � 139 .60 13 .265 .28
NON GLASS-----
AREA x
BSPM = POINTS TYPE R-VALUE AREA x SPM POINTS
--------------------- ------- ------- -- - -
WALLS-----------------
Ext 944 .0 .9 S49 .6 Ext Wood Frame 11 .0 944 .0 1 . 70 1604 .8
Adi 149 .0 .7 104 .3 AN Wood Frame 11 .0 1490 .70 104 . ,_�
Ext 21 .0 6 . 1 128 . 1 Ext Insulated 21 .0 4 . 10 86 . 1
Adj 1S .8 45 . 1 Adj Wood 18 .8 2 .40 45 . "
CEILINGS------
UA 1344 .0 806 .4 Under Am,- 30 .0 1344 .0 .60
FLOORS----------------
Sib 147 .0 -37 .0 -5439 .0 QJab-on-Gradci �0 147 .0 -41 ,2o - oo56 ,.1,
INFILTRATION-------- -
1344 .0 8 .0 10752 .0 Practice N2 1344 .0 8 .00 10752 .0
TOTAL SUMMER POINTS
20 ,511 ,00
TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT - COOLING
sum PTQ MULT POINTS COMPON RATIO MULT MULT MULT POINV.,
-- ---- ---- ----------- -- - ----- ---- ----- ---------- - ---- ----- ---- -------------- -
20 ,511 .80 .37 7 .SS9 .37 ; 15 , 541 .e9 1 .00 j , joO .340 .060 4 .99e .0`,�
*I**
- WINTER CALCULATIONS
===
BASE === | === AS-BUILT ===
GLA6S---------------- |
ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINT'',`,
___ __________________________________________________________________________ __
NL 80 .40 -1O .6 -852 .2 ! DEL CLR NE 15 .0 4 .6 1 . 17 8U .6
' DBL CLR NE 42 .0 4 .6 1 . l7 225 '�
'
DBL CLR NE 11 .7 4 .6 1 . 17 6v .�
/ DBL CLR NE 11 .7 4 .6 1 . 17 62 ,�
SE 9 .00 -10 .6 -9S .4 � DBL CLR SE 9 '0 -22 .7 '92 -188 .6
5W 28 .50 -10 .6 -302 ' 1 / DBL CLR SW 24 .0 -22 .7 .92 -503 .0
/ DBL CLR SW 4 .5 -22 .7 .92
NW 21 .00 -10 -0 -222 .6 � DBL CLR NW 15 .0 4 .6 1 . 17 8D .6
/ DBL CLR NW 6 '0 4 .b 1 . 17 32 .2
/
_______________________________________________________________________________
. l5 u COND . FLOOR / TOTAL GLASS = ADJ . x GLASS = AD3 GLAV', | GLAS,
AAEA AREA FACTOR POINTS POINTS | POINT5
-------------------------------- --------------------------------------- ------ - '
. 15 1 ,344 .00 138 .90 1 .46l -1 ,472 .34 -2 , 136 .96 ! -24I .29
===============================================================================
MON GL�SS------------ |
AREA x BWPM = POINTS | TYPE R-VALUE AREA X WPM = PDINT�
______________________________________________________________________________ _
WALL5---------------- |
Ext 944 '0 2 .2 2076 '8 | Ext Wmud Frame 11 .0 944 .0 3 .70 3492 .S
Adj 149 '0 3 .6 536 .4 | Adj Wood Frame 110 149 .0 3 '60 536 .�
/
DOORS---------------- |
Ext 21 .0 12 .3 _;,,58 .3 | Ext Ineulatmcl 21 '0 8 .40 176 . 4
Adj 10 .8 11 .5 216 .2 Adj Wood 18 .8 11 .50 216 . Z
/
CEILINGS------------- |
UA 1344 .0 1 .2 1612 '8 | Under Attic� 30 -0 1344 .0 1 .20 I612 .8
/
/
FLOO��--------------- |
Slb 147 .0 8 .9 1308 .3 | Slab-on-Grade ,O 147 '0 18 .80 2763 ,6
'
INFILTRATION--------- |
1344 .0 7 . 4 9945 .6 / Practice #Z 1344 .0 7 .40 9945 '6
===============================================================================
10TAL WINTER POINTS /
13 ,817 .44 | lS `SO2 . 51
[OTAL u SYSTEM = HEATING | TOTAL x CAP x DUCT x SY6TEM x CREDIT = UEATlN�
WIN PTS MULT POINTS | COMPON RATIO MULT MULT MULT PDZNK,
_______________________________________________________________________________
13 ,817 '44 .55 7 ,599 .59 | 18 ,503 '51 1 .00 1 . 100 ' 500 1 .000 10 ,I76 .3�
+ *It V&* I i * V1 Ili t
WATER HEATING
BASE AS-BUILT
NUM OF x MULT TOTAL TANK VOLUMU EF TANK x MULT x CREDIT TOTAL,
BEDRM'S RATIO MULI
- ------ --------- ------- - --------- - - ----I - ---------- ------ - ---- -------- ------- -
3 3803 .0 11 .409 .00 40 .88 1 .000 3803 .0 1 .00 11 .409 .0C,
MMMARY
BASE AS-BUILT
COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL
POINTS POINTS + POINTS - POINTS POINTS + POINTS + POINTS POINV,
- ---------- --- ---------------- - - --- -
7589 .4 7599 .6 11409 .0 26 , 59/ ,wo 499a �9 10176 .4 11409 .0 26 ,58A .2-,'
EPT 99 .95
5rRIAL N 12 4
~ � RESMANUJ( c > l
�HOLE |{OUSE
HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES( c ) DATA FILES
( BA5EU ON A .C .C .A . MANUAL J - SEVENTH EDITION W 1986 by A 'C .C .A . )
___________________ _____ _
NAME ------. ..... ........._.............----'
_-_- _____-_ _- _'_- -......_- ' ......-......._
CITY .......... ---_-- ................
--------
Conditioned Floor Area 1344 SF
* Climatic Conditions & Dwign Conditions *
Guographical Location : Florida | Jacksonvill�
______________________________________
Nurth Latitude Elevation | YO Deg . / 24 Ft . Above Sea Level.
Outdoor Winter Ory Bulb ! 32 Deg . F
indoor Winter Ory Bulb | TO Deg . F
Winter ( Actual ) Temp .Diff . | 30 Deg . F '
Winter Temp ' Diff . ( wTd ) | 40 Deg ' F
Outdoor Summer Ory Bulb | 90 Deg . F
Outdoor Summer Wet Bulb | 77 Deg . F
Outdoor Summer Humidity Ratio | 114
indoor Summer Relaltive Humidity 60%
indoor Summer Design Grains / Lb ' | 49
Indoor Summer Dry Bulb 75 Deg . F
In000r Summer Wet Bulb | 62 .3 Deg . F @ 64 6Y/Lb
Summer Daily Range | 19 Deg . F - L
summer ( Actual ) Temp 'Diff . | 19 Deg ' F
Summer ( User Sel ) Tamp .Ditf . ( sTd ) | 20 Deg ' F
_______________________________________ __ ______ ____ _________________________
* HEATING SUMMARY 4 « COOLING SUMMARY *
______________________________ _____________________________________
6UBTDTAL : 20515 '78 : STRUCTURE SENSIBLE 11218 . 74
| MECH .VENT- 200 [fm 4180 .00
| SEN5 . + MECH .VENT 15398 .74
. O
' TEMP SWIN6 � � DEG . : 1 O
/ ` .
: OCCUPANT/APPLIANCE 3000 .00
DUCT L06S I025 .79 ! DUCT GAIN 183? .87
TOTAL LOS5/BTUH : 21541 .57 : TOTAL SENSIBLE 20238 .61
9
: TOTAL LATENT � 1�D2O 9
/ .
-------------------------------------------------------- ------------
/
/
2O% OVERSIZE FACTOR 4308 .31 | 20% SENS .DVRSZE FTR : 4047 .72,
ACTUAL + 20% OVERSIZ[ : 2SB49 �8 ' �ENS + 2�� OVERSIZE : 24Z�6 33
. ' . . .
_________________________________
� EQUIPMENT SELECTION *
____________________________________________________________________
E0T . MANUF . ODEL � YPE
HTG INPUT HT6 OUTPUT FUE/H6PF
SENSIBLE CLG__ 0TAL ONA6E___
( S )EER L6 CFM TG CFM _
-- - - -------------- -------- - -- - - ----------- - ------ ------------- -
p LUAD C0LCULATI0M t
TYPE Inside Shade Sc Area Loas/Btun G@1n/Btuh
6 L A 5 �---------------------------- -----------------------'----------- -------
Northweat Double Cir Drapes/BiiUJs l 15 .00 435 .00
Northwest Double Cir Drapes/Blinds l b .00 174 '00 198 .00
Southeast Double Civ Drapes/Blinds l 9 .00 261 .00 369 .00
Southwest Double Cir Drapes/Blinds 1 24 '00 696 .00 084 .00
Northeast Double Cir Drapes/Blinds l 15 '00 435 .00 495 .0D
Northeast Double Cir Drapes/Blinds l 42 ,00 1218 .00 1386 .00
Northeast Double Cir Drapes/Blinds 1 11 .70 339 ,30 386 , 10
Northeast Double Cir Drapes/Blinds L 11 .70 339 .30 386 . 10
Southwest Double Civ Drapes/Blinds l 4 '50 130 .50 lB4 .5O
Intiltration Winter HLm ( 29 .4 ) x 138 '90 4083 ,&6
Infiltration Summer Htm ( 7 '74 ) x 138 .90 1075 .09
_________ _________ ----
Window Frame Metal SUBTOTALS-, 138 .90 8111 .76 5958 .71",
R-Value Area L0es/Btuh Gajn/Btuh
WA L L 5----------------------------------------------_-______________________
Wood Stud - Ext , ll q44 .00 3398 .40 2360 .00
Wood Stud - Adj . 11 149 .00 536 .40 253 .0)
SUBTOTALS : 1093 .00 3934 .80 2613 .3O
DO O R S........... ..... .. .............. . ... ................ ......... . . .. .. ......
Insulated Core/Metal - Ext , O 21 .00 371 .70 109 .2D
Solid Cure/Wood - Adj . O 18 .80 417 .36
infiltration : Winter Htm( 29 .4 ) u 39 .80 1170 . 12
Infiltration : Summer Htm( 7 .74 ) x 39 .8O 308 .05
SUBTOTALS : D9 .80 1950 ' 18 496 .21
CE I L Z N 6 S-----------------------------------_-________________-- ---------
Under Attic 30 l344 '00 1747 '20 2150 .4()
FL 0 O R �------------------------------_-__________-------------------- ----- -
Slab on Grade O 147 .00 Lin .FL . 4762 '80 OOO 'OO
� TOTAL STRUCTURE SENSIBLE i�
__________________________________________ _____________________________________
2O515 . 78 18398 .74
3,7 o (,fe V
CXTY OF Arj,1LkNT1C EIAV221 PET,"71T C,111,GULAITIOI,11 SHEEIT
Address
Da t e- 2- -7
Heated Square Footage e r s q f t = $
Garage/Shed -3'12- @ per sq ft = $
Ga� C @ $-Z3-0 per sq ft = $
Deck -_@ �_per sq f t = $
Patio @ $ per sq ft = $
TOTAL VALUATION:
'2
Tot'l 1 Ya I uati on 15 t. $ V "IL"
f)-' 2
Remaining Value $ - per thous�nd
or portion thereof
TOTAL BUILDING FEE
+ 1/2 Filing Fee $
(1 ) Fireplaces @ $15 .00 $ /1.0"()
BUILDING PERMIT FEE $ Z��
WATER IMPACT FEE $ 0.OC)
SEWER IMPACT FEE $ Id r0.00
WATER METER/TAP
CAPITAL IMPROVE11ENT
SEWER TAP $ 0
(/3q9) RADON (HRS) .0045 $--7 0
('3'i 'I) RADON (CAB) . 0005 $ j�l
SECTION H PAVING (
$ 73
HYDRAULIC SHARES
CROSS CONNECTION $ 33-Tgt2
(,.:5�4) SURCHARGE .0050 $ -7 Z
OTHER $—
GRAND TOTAL DUE $
ADDITIONAL PERMITS OR FEES: Mechanical—; Plumbing
Electric/New Electric/Temp_;SwimmingPool
Septic Tank Well_; Sign ........�Finish Floor Elevation
Survey Other_
CALCULAT IONS and/or NOTES:
FLAODP4AXU DEVELOPMENT XNFORMATION
Type of Developments_. -------
Flood Zones
RequIred Lowest Floov Clevations
Xf building In located within a flood hazard zone# a survey! aunt
be made Ar T= MAD HAS SUN POUREDp certifying that the
LOWEST FLOOR ELEVATXON Is equal to or above the base flood
elevation established for that zone.
no final Inspection will be *ad* and no certASIcate of occupancy
will be Issued until the ~way to onfl:&& with the Building
Department*
COMMENTSs
Applicant Acknowledge"nts X understand that the Issuance of
this permit Is cc&tinV&"t upon the . above Information being
correct and that the plans and su ting date have boo or shaLl
be provided an required. X &grew to coomply with all applicable
provisions of Ordissenco X0* 25-7-11 and all other Iowa or
ordinances affecting the WOPOW" d0v*JL*PU*nt*
Date --------
_.LL�ZL._L,./ AppJLIc&nt"a gignaturo_
Department Use
Required Lowest Floor ltlwvsticwk
As Rullt Lowest Floor Elevation ---------
survey Filed with Building Dopiartment
--—---------*0------ —
ment Representative
page 3
APR - 2Z - 9Z FRI 1Z : 22 TRUETRUSS P . 02
TRUSS TIE DOWN STRAP
0 ftvwes&""*kwowod faclatence to Mr4;*M 10 sic"Were W4 how 10
wd suft I*Own or compete lie boom
SM now" GAUG9 uru" M
Ow IM D.F. WAD= ""a
Is's MM 16A 1= 8-11W x
dw*2x% WDPW is i6a 10-lu
See eansw Now 11.
HOP
CUSTOMER ff- r .?� ..- I . I
0
JOB NAME SY
TMTRLW
Ord. IHANGER'S
RPE.TRUSS" 64!--'076�4�
UT LVTE 2 X 6
(W 11CUTION OF LAYOUt & TMES, ALL FRWt5
2 X 18
AK ADVISE018 CALL TM TMS FOR
suou smixt or mml
4 X 18
ift 7
.3
CQ
4, 40 *>
'o
7=
cO 40
KN
c-
ui
co ON
ze
;r tu
Ll t-
jEA/V-A
?L
rR i
TRUSS SPECIFICATIONS
FOR
CENTEX 3703 B & Q
7le numbers listed below are a list of truss specifications for the project named above.
'Mese,specifications are attached herewith and have been prepared under the responsible charge
of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida
Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23.
DRAWING NUMBER DATE DRAWING NUMBER DATE
14378 1025 REVI 4-28-199A
14378 2025 REV1 4-28-1993
14378 3025 REV1 4-28-1993
14378 4025 REV1 4-28-1993
14378 5025 REVI 4-28-1993
14378 6025 REVI 4-28-1993
14378 7025 REV1 4-28-1993
14378 8025 REVI 4-28-1993
14378 9025 REVI 4-28-1993
14378 10025 REV1 4-28-1993
14378 11025 REV1 4-28-1993
14378 12025 REVI 4-28-1993
14378 13025 REV1 4-28-1993 X
14378 14025 REV1 4-28-1993
14378 15025 REV1 4-28-1993
14378 16025 REVI 4-28-1993
14378 17025 REV1 4-28-1993
14378 18025 REV1 4-28-1993
14378 19025 REV1 4-28-1993
14378 20025 REV1 4-28-1993 OF :&uz
14378 21025 REVI 4-28-1993
.28-1993
0 R &-N)
14378 22025 REV1 4 .......
-28-1993
14378 23025 REVI 4
14378 24025 REV1 4-28-1993
14378 25,f25 gEyJ 4-28-1993
08-05-1993 S 31 z H: -2krcA I�'V S' T- S' rdge I U� 1
10:26:31 TRUS JOIST MacMILLAN
MARK B. ROSE (SOIOD)
Project Name: CENTEI BOXES - PLAN 13703 B Page Title: GARAGE DOOR HEADER
---------- Mizing" v3.40 ---- Building Code XER ---------- Type of Sale Distribution ----- 119304OJ17 ----------
Applicationi: Deflection Criteria (MR) Member Use............... HEADER
Roof (non-snow load, LDh) LL DOI TL Defl Member Top Slope(in/ft)... 0.000
Stress Level............... 1331 Span I L/240 L1180 Roof Slope(in/ft)......... 6.000
Live toad(psf)............. 30.0 floor Decking............... 1/1
Dead Load(psf)............. 17.0 Repetitive Nether Use....... N/A
Partition Load(psf)......... 0.0 Reinforced Overhangs........ I/A
SPECIAL LOADS: Live Load �tress Dead Load Width Starting Point to End Idd/Repl
I UNIF(plf) 350 1331 220 111- 0.00, 51- 6.00, from Lt RepI
2 TRI"(plf) 0/ 120 1331 0/ 75 5 - 6.001 0'- 0.00' from Lt Repl,
3 COXC(lb) 1750 1331 1110 51- 6.001 fro& Lt Add
16" TJI(n)/96 JOIST @ 12.011 o/c
----------------------------------------------- S I Z E A I A L Y S I S ----------------------------------------------
IMPORTIXT! The analysis presented below is output from software developed by Trus Joist MacKillan(TJK). Allowable
product values shown are in accordance with current TJX 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 TJK Engineering.
Design assumes adequate continuous support of the joist compression flange.
Web stiffeners are required at bearing 1. 2; and special load 3
Maximum Design Allowable Control
Shear(lb) 5253 5253 ( 5985 1141 RIGHT end Span I under 1331 stress TOTAL Load
losent(ft-lb) 24201 24201 ( 26215 1081 KID Span I under 1331 stress TOTAL Load
Live Defl.(Ia) 0.595 ( 0.825 L/333 KID Span I under Live Load criteria
Total Defl.(ia) 0.971 < 1.100 L/204 KID Span I under Total Load criteria
Span I
Kai. leaction Total(lb) 4414 5253
Live(lb) 2707 3223
Assumed Big. Length(iA) 3.00 3.00
In. Vabraced Length(in) 48
Copyright (c) 1993 by Tres Joist MacMillan, a limited partnership, Boise, Idaho.
?JI(R) is a registered trademark of Ties Joist MacMillan.
Mising"' is a trademark of Trus Joist lacEllan.
11 LU14BER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED 5�414ETRICALLY ON tO) ALL TENSION CHUM MEMBERS ASSUMED TD BE CONTINUOUSLY 131 -OD'_ INDICATES LATERAL BRACING MEMBER (IXA WIN.)
SPECIES. AND 191 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' 4MIN) PLYWOOD SHEATHING. 112- *A) INSTALLATION AND ERECTION OF THE TRUSS. PEPtkANENT. AND
IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OF BRACING MEMBERS SPACED 10' O.C. (MAX), TEMPIORuNRY BRACING SHOULD BE DOME IN ACCOFIGANCE"IT"
FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORE)SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AM EFIEC710M PUBLICATIONS.
TIONAL DESIGN STANDARDS PUBLISHED by THE NATIONAL 7) V-21000 APPROVAL NLWBERS: tAC 2342. FKA TCB 2014. SOCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA-
FOREST PRO"IS ASSOCIATION, 7251. BOCA FILE 06-125 BRACED BY EITHER 3/0" (MIN.) PLVW=SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD 7AUSSES AND
21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL 04 BRACING MEMBERS SPACED AT Ifi*D.C� DOE17Y STANDARDS FOR TRUSSES.
31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTAL.LATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. lei No MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY.
41 CONEC70A PLATE SIZES ARE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIGN 12) EM INDICATES BEAAINO LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND
BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE"10-9t FOR RECOMMENDATIONS
-PLATE LENSIti, IDENTICAL LOADING AND CDNFI%*AjjOfi. -CONFIGURATION AND LOADING SPECIFIED 5V FAAAICATOA
-ADDITIONAL PLATING FOR HANDLING TRUSSES 15 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,
5-6-6 4-9-10 1 -4-8 3-9-12 3-9-12
Max Height "-3 37 PLF
12
1510
t33# 060 650
Is
12 5X7
6 3x5
r
,b*6 970
1673# 3590# 29230 2570# 2622# 1259#
7B to 7793#
11
13.5)75% 13.5174%
U_
715 PLF
7x5
A qX6 7x7 clu
5-6-6 A-9-10 3-4-El 3-9-12 3-9-12 Forces(L-A)
BUILDING TYPE: Enctosed Residentiat
21-4-0 CODE: StwWard Buf1ding Code (SOCCI 1991)
WIND SPEED: 110 wph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 65-74- 111 AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DFAWD LOADS SHOW BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: I one Half of 30-0-0 Trusses supported by Sot Chord
Maximum deflection occurred at bottom joint #3. FASTEN EACH PLY TOGETHER MITK 3 Membors Requitled
Maximum Live Load Deflection of .154' (2/16). Index-.217, IL/1662) TOP 15d Nails 12*0.C.
Maximum Total Load Deflection of .242' (4116). Index-.227, (L/1058) SOT 16d Neils 4*0.C.
WES 16d Nails 12*0.C.
FASTEN AT OR NEAR ALL PANEL POINTS.
REV. 4-28-93 (WIND)AF DO NOT NAIL OR SOLT THROUGH TRUSS PLATES.
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 21*4' SPEC GIRDER
ALPINE ENGINEERED PRODUCTS Inc V 2X4 02 N SP ENO. FM. TRUE TRUSS INC
1801 S. GSW PKWY. 2000 2-0-0 LL TC 30
GRAND PRAIRIE. TX 75051 6.4 DL TC 7 8C LUMBER 2X6 #1 Os SP PROJECT: CENTEX 3703 B & 0 DATE: 18 Dec 1992 OF
-L-709-STL LL 8C 0 WEBS LAYOUT ID'. I z
1214) 660-3940 _Tk_ATE_X4E�A t—TN 1 X1
MEMBER TRUSS PLATE rNSTITUTE 672 33.33 DL BC 10 2X4 03 SP ADDRESS: SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED 1/4
ALL BE INSTALLED SYMMETRICALLY ON tO) ALL TENSION CHMO MEMBERS ASSUMED TO BE COMIlt&KXlSLY 13) 09' INDICATES LATERAL BRACING MEMBER (04 MIN
SPECIES. NA) J9x kAsjMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT BRACED BY EITHER 3/0" IMINI PLYWOOD SHEA7"IMS. 112' 14) INSTALLATION AND EAECTION OF THE TRUSS. PERMANENT, AND
IS OF HIGHER ALLOKABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUP (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' O.C. WAXI. TEMPORARY BRACING SHOULD BE DONE IN ACCOMAtAM WITH
F OR DESIGN ARE BASED ON THE LATEST EDITION OF T�f NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS.
TIONAL DESIGN STANDARDS PLOLISNED By THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2U2, F"A TC8 2014. SOCC ill ALL COMPRESSION CtKM MEMBERS ASSUMED TO BE CUKTINLKKASLVI51 THIS DESIGN CONFORMS TO CUR#qEMT TPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION, 725t. BOCA FILE 66-125 BRACED BY EITHER 3/6' (MIN.) PLYWOOD SHEATHING. 1/2* TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND
21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 0) THIS TRUSS 14AS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' D.C. DUAL17V STANDARDS FOR TRUSSES.
31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS W07ED OTHERWISE. tG) NO MEMBER OF THE TAM MAY BE CUT OR MODIFIED IN ANY WAV.
41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH 4ACROSS SLOTS) WITH THIS DESIGN tz) SE INDICATES KAAIN3 LOCATION. t7l SPECIAL HANDLING CAPE SHOULD BE TAKEN DUPING SHIPPINS AMC
BY LENGTH JALOW SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE MID-09 FOR RECOMMENDATIONS
SIZE CALL IDENTICAL LOADING AND CONFIGURATION.
-CONFIGURATION AND LOADING SPECIFIED BY FABAICATOR
-ADDITIONAL PLATING FOR HANDLING TPAJSSES IS RESPONSIBILITY OF FABRICATOR.
RLIN - 5-7-4 5-0-12 5-0-12 5-7-4 FAM
1-5-14 1-5-14
74 PLF
Max Height 5-0-3
12
375#
V>_'rx 5 +
12 3840 3840
6 4-
197#
71# 137# 1,370 71#
975# 975#
(3.5138X (3-5138Z
3x4 5xG 3x4 3xAl 20 PLF
7-5-6 6-5-0 7-5-6
1-4-0 J-4-0 Frc.,(L-P)
21-4-0 BUILDING TYPE: EnC toaed Residentfat
CODE: Standard Buitcling Code (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (So) area
UPLIFT CONNECTION REQUIRED: 3q # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOK FOR BRACING REQUIREMENTS.
No trusses: 5 Maximum deflection occurred at bottom joint #2.
Maximum Live Load Deflection of .071" (1/16), Index-.1, IL/3606)
Maximum Total Load Deflection of .112' (2/16). Index-.105, (L/2286)
�> REV. 4-28-93 (WIND)A,,f
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'4* COMMONS
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TPAJE TPAiSS I14C
1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 0 & 0 DATE. 18 Dec 1992
GRANO PRAIRIE. TX 75051 6.4 OL TC 7 2X4 #2 N SP LAYOUT 10:
f214) 660-3940 PLATE AREA: VTRC7.-FOR-tTC LL BC 0 WEBS
Ise 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/16
1) LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRAMS. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY i3l fio�' INDICATES LATERAL BRACING REMBER (JXA MIN.)
SPECIES. AND 19%MAXIMUM MOISTURE CONTENT. OR SLK>4 THAT THE JOINT, SPACED By EITHER 3/S" (WIN) PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND
IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 01 TOP ChOPO SPLICES ARE NOT RECOMMENDED TO OCCUR IMIN) DRYWALL OR BRACING MEM13ERS SPACED 10' 0— (MAX). TEMPORARY SPACING SHOULD BE DONE IN ACCORDANCE MIT"
FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURF"T TPI SPACING AM ERECTION PUBLICATIONS.
TIONAL DESIGN STANDARDS PUBLISHED Dy THE NATIONAL 7) V-2000 APPROVAL "UMBEfM UBC 2342. FHA TC9 2014. SBCC 11) ALL COMPRESSION C"OAD MEMBERS ASSXWO TO BE CONTINUOUSLY151 T"IS DESIGN CONFGftG 70 CURRENT TPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION 7251. OKA FILE 86-125 BRACED BY EITHER 3/8" (WIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND
21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 61 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL OR SPACING MEMBERS SPACED AT IS' O�C. QUAL11FY STANDARDS FOR TRUSSES.
3) CONWECTOA PLATES SIZES ARE BASED ON AXIAL FORMS ONLY. ON THIS DRAWING, INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 26) NO MEMBER OF THE TAUSS WAY BE CUT OR MODIFIED IN AW WAY,
4) CONNECTOR PLATE SIZES ARE CALLED OJT WIDTH 1ACROSS SLOTS1 WITH THIS DESIGN 0) SB INDICATES BEARING LOCATION. 17) SPECIAL HANDLINS CAPE S40MD BE TAKEN"ING SHIPPING AMC
BY LENGTH JALU*SLOTS) AND THE OPIENTATION OF THE 9) T"IS DESIGN IS APPLICABLE TO SHOOTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE M18-91 FOR RECOMMENDATIONS
SIZE CALL OUT IS IM DIRECTION OF THE PLATE LEKTt1_ IDENTICAL LOADING AND CONFIGURATION -CONFIGURATION AND LOADING SPtCIFIED SY FABRICATOR
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOW PROVISION FOS THE
PREVENTION OF PONOING MUST BE MADE AND IS NOT THE RESPONSIBILITY
OF THE TRUSS FABRICATOR OR CLARY.
RUN A-7-8 4-4-0 3-4-0 4-4-8 A-7-8 FUN
1-5-14 1-3-14 74 PLF
Max Height 4-10-3
12
B 285# 205#
12 3221 322f
6 6 +
32021 3222,1
160#
66# 12 2
975# 9750
13.5138%
13.5138%
3X4 5X5 3x6 3X4
20 PLF
9-0-0 3-4-0 9-0-0
1-4-0 21-4-0 1-4-0 Forces(L-P)
BUILDING TYPE: Enctosed Resfdantial
CODE: StarWard Buitding Code (saccl 1991)
WIND SPEED: 110 mph
14EAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT.
NET WIND PRESSURE BASED ON 6—EAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: I maximum deflection occurred at bottom joint #2.
Maximum Live Load Deflection of .071' (2/16). Index-.1. (L/3506)
Maximum Total Load Deflection of .112* (2/15), Index-.105, (L/2286)
�> REV. 4-28-93 (WIND)"
LOADING (PSF) TC LUMBER TRUSS:
ALPINE ENGINEERED PRODUCTS InC V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC
1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 8 & D DATE: 18 Dec 1992
GRANO PRAIRIE. TX 75051 6.4 C)L Tc 7 2X4 #2 N SP 3:
(214) 650-3940 -PL-ATE--AP�k.---x_-1-Nt-.-VOA-ST—L - LL BC 0 WESS LAYOUT ID: 7- DIZY)
CLARY DIVISION PLATE TYPE: D.C. SPACING 21 H-9
MEMBER TRUSS PLATE INSTITUTE 244 33.33 OL BC 10 2X4 03 SP ADDRESS:
TOTAL 47 EXCEPT AS MAY BE NOTED 3/16
11 LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADE& 5) CONNECTOR PLATES SHALL BE INSTALLED SVW*IAICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY IN 0- INDICATES LATERAL SPACING NEUKA IIX'"IN I
$RE CI E S. AND ift MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8* (MINI PLYWOOD SHEATHING. 1/2' IA) INSTALLATION AND EAECTION OF THE TRUSS. PERMANENT. AND
Is Of HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 5) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR 491M) DRYWALL OR BRACING MEMBERS SPACED 10' a C. (MAX). TEMPORARY BRAC1146 SHOULD BE DONE IN ACCOF40ANCE WITH
FOR DESIGN ARE BASED ON THE LATEST EDITIO"OF Tt*NA- DIRECTLY ABOVE A BOTTOM CHORD Sft ICE. UNLESS NOTED OTHERWISE, CURRENT TPI BRACING AM ERECTION eLOLICATIOMS.
110"AL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL tA.04MRS: UBC 2342. FHA YCS 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED To ME CONTINUOUSLVIS) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SKCIFICA-
FOREST PRODUCTS ASSOCIATION. 726t. BOCA FILE 86-125 BRACED BY EITHER 3/6' IMIMA PLYWOOD SHEATHING. 2/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AW
21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 61 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT t6* O.C. QUALITY STANDARDS FOR TFK)SMS.
3) CONNECTOR PLATES SIZES ARE BASED(IN AXIAL FORCES ONLY. ON THIS DRAWING. 114STALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE, 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY.
4) CONNECTOR PLATE SIZES APE CALLED OUT WIDTH IACAOSS SLOTS) WITH THIS DESIGN fa) gH INDICATES REARING LOCATION. 171 SPECIAL MANIXING CARE SIRKIL0 BE TAKEN DURING SHIPPING AMC
by LENGTH (ALONG SLOTS) AND It*ORIENTATION OF THE 9) TMIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE hlb-91 FOR RECOMMENDAISONS
IELCTION OF THE PLATE LEKTh, IDEN11CAL LOADII,1G AND COHFI"ATIOML
-CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-REPETITIVE MEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR.
-THIS TRUSS IS DESIGNED 014LY FOR T14E LOADS SHOWN. PROVISION FDA THE
PREVENTION OF PONOING MUST BE MADE AND IS NOT THE RESPONSIBILITY
OF THE TRUSS FABRICATOR OR CLARY.
RUN 3-9-8 3-2-8 3-8-0 3-8-0 3-2-8 3-9-8
RUN 74 PLF
1-5-14 1-5-14
Max Height 3-10-3
12
6 2540 27t* 254#
12 3x4 2480 248#
2,1110 �'�241111
5
'X Z
130# 1300
eta
M
A500 1464# 14640 4500
7z .1, Ir
26910 26810
13.51381 (3.51382
3x5 OXG 4xG 3xs
20 PLF
7-0-0 7-4-0 7-0-0
1-4-0 1-4-0
21-4-0 Fortelk-A)
BUILDING TYPE: EnCtOsed Residential,
CODE. Standard BuRdIng Code (SoCcl 1991)
WIND SPEED: 110 ff4*k
KEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 39 It AT EACH SUPPORT.
NET WIND PRESSURE BASED ON LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABM FOR BRACING REQUIREMENTS.
No trusses: I SPeCial Loading; Refer to Loading Diagram
Maximum deflection occurred at bottom joint 03. FASTEN TOGETHER W17tt 2 Members Required
Maximum Live Load Deflection of .003' (1/16). Index-.116. (L/3084) TOP 10d NAILS WO.C.
Maximum Total Load Deflection of .129' (2/16). Index-.i2l. (L/1984) SOT 100 NAILS 11'O.0.
WES 10d NAILS 12'O.C.
FASTEN AT OR NEAR ALL PANEL POINTS.
REV. 4-28-93 (_WIN0)A,,,F DO NOT NAIL OR GMT Tw4uGH TRUSS PLATES.
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 21'4" H-7
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - r7 N�
1801 S. GSW PKIWY. EIC LUMBER PROJECT: CENTEX 3703 8 & 0 DATE; I
GRAND PRAIRIE. TX 75051 6.4 DL TC; 7 WE13S 2X6 #1 Ds SP of
1214) 660-3940 PLATE AREA: _K NC.-FOA L LL BC 0 LAYOUT ID:
MEMBER TRUSS PLATE INSTITUTE 332 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED 3/t6
1) LUMBER SMALL Of OF THE SPECIFIED MINIMUM GRADES, 5) CONNECTOR PLATES SMALL BE INSIALLED SYMMETRICALLY ON 101 ALL TENS1014 CHORD MEMBERS ASSUMED 10 BE CONTINUOUSLY 131 INDICATES LATERAL BRACING ME R (JXA MIN,I
SPECI CS' AND t9%MAXIMUM WOISIU`�E CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8" 4MIN) PLYWOOD SHEAIMINO, 112' 1A) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, AND
IS Of HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 01 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10* 0,C. IMAM. TEMPORARY BRACING S"OULD BE DOME IN ACCORDANCE WITH
F OR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CtRRENT TPI BRACING AND ERECTION PUBLICATIONS.
TIONAL DES I GN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS. L43C 23A2. F"A TCB 2014. S&CC 19) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINLOUS076) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA-
FOREST PRODUC I S ASSOC TAT ION 7251. BOCA FILE 66-125 BRACED BY EITHER 3/6" (MIN.1 PLYWOOD SHEATHING. 1/2' TIONS FDA METAL PLATE CONNECTED WOOD TRUSSES AND
2) IN]S DES IGN IS BASED ON CLARY CONNECTOR PLATES 014LY 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o,c. QUALITY STANDARDS FOR TPAr,%S,
31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. (IN THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY NAV.
A) CONNECT OR PLATE S12ES APE CALLED OUT WIDTH (ACROSS SLOTSI WITH THIS DESIGN 12) INDICATES BEAAINO LOCATION. 17) SPECIAL MAMDLING CARE SHOULD BE TAKEN DURING SHIPPING AND
BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRCISSES, SEE NIB-91 FOR RECOMMENDATIONS
SIZE CALL OUT IS THE DIRECTION OF THE PLATE LENGTh. IDENTICAL LOADING AND CONFIGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-REPETITIVE MEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
5-0-0 5-0-0
Max Height 3-10-3
74 PLF
12 12
348#
6
174# 17 #
L 47# 94# .7.
443# 4A3#
13.5117% 13.510%
20 PLF
--I L-i Ul
1.><I
5x8
Forceqk-P)
BUILDING TYPE: Enclosed Residential
5-0-0 5-0-0 CODE: Standard Building Code (soCCI 1991)
WIND SPEED: 110 wiph
10-0-0 14EAN ROOF HEIGHT: 139
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 2-55 9 AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: I Maximum deflection occurred at bottom )ojnt #2.
Maximum Live Load Deflection of .006" (0/16). In0ex-.0i7. (L/20000)
Maximum Total Load Deflection of .009* (0/16), Index-.010, (L/13333)
REV. 4-28-93 NIND)kf-
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: to'ol STUB COMMON IdG
ALPINE ENGINEERED PRODUCTS Inc V_R000 2-0-0 LL Tc 30 2X4 #2 N SP ENG. FM TRUE TRUSS INC - f N�
1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 8 & D DATE: 1B Dec 1992
GRAND PRAIRIE. TX 75051 6.4 DL TC 7 2XA #2 N SP LAYOUT 10� F;?s
--Tr--AREA-- X_T_NC—_F0V SIC LL BC 0 WEBS
1214) 660-3940 _15LA 50
�14EMBER TRUSS PLATE INSTITUTE 184 33.33 OL OC 10 2X4 #3 SP ADDRESS: SEA E
L TOT AL 47 EXCEPT AS MAY BE NOTED 112
IT LUMBER S14ALL SE OF THE SPECIFIED MINIML04 GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SVMMETRICAtLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 fi$" INDICATES LAtERAL BRACING MEMBER (tX4 MIN.)
SPE,JES. AND IS%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT SPACED BY EITHER 3/8" (MIN) PLYWOOD SHEATHING. 1/2- 14) INSTALLATION AND EREC71ON OF THE TRUSS. PERMANENT. AM
Is OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECO004ENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10* D,C, IMAX). TEMPORARY SPACING St9)UL0 BE DONE IN ACCORDANCE WITH
F OR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SK ICE. UNLESS NOTED OTHERWISE, CURRENT TPI BRACING AND ERECTION PUBLICATIONS.
TIOkAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 7) V-2000 APPROVAL NUMBERS: USC 23,42. F"A TCS 2014. SOCC 11) ALL CDMFPESSION CHOW MEMBERS ASSUMED TO BE CONIIWUOUSLVI5) THIS DESIGN COWOF04S TO CUFWN7 TPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 96-125 BRACED BY EITHER 310' IMIN.) PLYWOOD SHEATHING, 112' tIONS FOP METAL PLATE CONNECTED WOW TP&fS%. S AND
21 THIS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY. 01 THIS TRUSS HAS KEN DESIGNED FOR THE LOADING SHOW (MIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' D.C. QUALITY STANDARDS FOR TRUSSES.
31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAXI. UNLESS NOTED OTHERWISE. is) No MEMBER OF THE TRUSS MAY I*CUT On MODIFIED IN ANY MAY.
4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN t2) INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING AMC
by LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO S14CATER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MID-91 FOR INECOMMEENDATIONS
S12F CALi IDENTICAL I MING-AND CONFIGURATION.
-CONFIGURATION AND LOADING SPECIFIED By FABRICATOR
-REPETITIVE MEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS MSPONSIBILITY OF FABRICATOR.
-JACKS ARE TO BE 2X4 TOP. 2x4 BOT.
JACKS WITH SPANS GREATER THAN 7-8-JA MUST BE SPECIALLY DESIGNED.
5-0-0 5-0-0
Max Height 3-10-3
74 PLF
12 12 la4f
533*
6 41
74
174#
C!
A 4741 534# 470
755# 755#
(3.5129X 13.5129%
20 PLF
r
L__j LJ r 5A_O
4400
5xe
Rea
X BUILDING TYPE: Enclosed fdontfal
CODE: Standard Building Code (SgCCI 1991)
5-0-0 5-0-0 WIND SPEED: 110 wo
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
10-0-0 UPLIFT CONNECTION REQUIRED: 10-65 0 AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOW BELOW
SEE NOTES 10 AND 11 ABM FOR BRACING REQUIREMENTS.
No trusses: I Truss designed to support 5-0-0 )aCk System with Outrigger
Maximum deflection occurred at Dottom joint #2.
Maximum Live Load Deflection of .014" (0/16). Index-.043, (L/8571)
maximum Total Load Deflection of .022* (0/16). Index-.044. (L/5455)
b> REV. 4-28-93 (WIND)&r
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER 2X4 TRUSS: 10'0' STUB TERM. H-5
ALPINE ENGrNEEREO PRODUCTS Inc V-2000 2-0-0 LL Tc 30 #2 N SP ENG. FOFt TRUE TRUSS INC -
t9O1 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 8 & D DATE: 18 Dee 1992
GRANO PRAIRIE. TX 75051 6.4 OL TC 7 2X4 #2 N SP LAYOUT ID:
--TNC7_rffff_STL LL BC 0 WEBS
(21,l) 660-3940 PCATE A A. K
MEMBER TRUSS PLATE INSTITUTE 184 33.33 DL BC 10 2X4 03 SP ADDRESS: SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED 112
it LUMBEA SHALL BE OF THE SPECIFIED MINI"GRADES, 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED 10 BE CONTINUOUSLY is) 0' INDICATES LATERAL SPACING MEMBER (IX4 MIN
SPECIES. AND 19%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT� BRACED BY EITHER 3/a- (MIN) PLYWOOD SHEATHING. t/2' JAI INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND
IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBEAS SPACED 10* 0 C (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE 1017"
FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS.
TIONAL DESIGN STANDARDS PU13LISMED BY THE NATIONAL 71 V-ZOOO APPROVAL NUMBER& UBC 2342. FHA ICS 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED To BE CONTINVOUSLY15) THIS DESIGN CONFORMS TO ELMENT TPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-t25 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND
2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 91 THIS TPASS HAS BEEN DESIGNED FOR THE LOADING SHOWN 041H.) DRYWALL OR BRACING 04EOSERS SPACED AT t6' o.C. QUALITY STANDARDS FOR TRUSSES.
3) CONNECTOR PLATES SIZES AAE BASED ON AXIAL FORCES ONLY. OU THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX), UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY
41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) INDICATES BEAAING LOCATION. 171 SPECIAL HANDLING CAPE 94OLIL-0 BE TAKEN DURING SHIPPING AMC
BY LENGTH 1ALONG SLOISI NO THE ORIENTATION OF THE 91 Tj�S ST. IS APPLICABLE 1.ShOPTEp SPAN TRUSSES OF ERECTION OF TRUSSES SEE"IB-91 FOR RECOMMENDATIONS
"LL T IS THE 218LION OF '.'ATE,
E.T., I TIC ;URAIION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-REPETITIVE ME14BER STRESSES NOT usEo.
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-,JACKS ARE TO BE 2xA TOP. 2x4 DOT.
JACKS WITH SPANS GREATER THAN 7-8-tA MUST BE SPECIALLY DESIGNED.
RUN 5-0-0 2-0-0
1-5-14
Max Height 2-10-3
129.5 PLF
74
5A-0
92f
12 3770
4-
Li
t741
Cn
rd 47# 297# 300
IT, -11
414f 622f
NF_--1 13.5124%
'EP " I
35 PLF
20
3X4 3x4
5-J-0
220#
5-0-0 2-0-0 Forces IL--R)
1-4-0 7-0-0 BUILDING TYPE: E11toSed Residential,
CODE: Standard Buitding Code (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (s;)Q:r*a
UPLIFT CONNECTION E IRED: 3RO 0 AT EACH SUPPORT.
MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 2 Truss designed to support 5-0-0 Jack system with Outrigger
maximum deflection occurred at bottom joint 02.
Maximum Live Load Deflection of .005" (0/15), Index-.024, (L/16800)
Maximum Total Load Deflection of .009' (0/16). Index-.025, (L/9333)
TRUSS: REV. 4-28-93 NIND)&F —
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER 7'0" MH-5
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOP. TRUE TRUSS INC
1801 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3703 B & 0 DATE: 18 Dec 1992
GRAND PRAIRIE. TX 75051 6.4 OL TC 7 2X4 #2 N SP OFz
LL BC 0 LAYOUT TO:
(2141 660-3940 _P_L-ATEAAeK�_—C-TN WEBS ADDRESS:
MEMBER TRUSS PLATE INSTITUTE 104 33.33 OL BC 10 2X4 03 SP SCALE
TOTAL 47 EXCEPT AS MAY BE NOTED 1/2
1) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SVWAETRICALt.Y ON 201 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) -15p' INDICATES LATERAL BRACING MEMBER (SX4 MIN.)
SPECIES. AND 19X MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8* MIN PLYWOOD SHEATHING. 1/2' i4l INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND
IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 5) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING ME140EPS SPACED 30' 0 - (MAX). TEMPORARY BRACING SHM"BE DOW IN ACCOFOANCE M17H
F OR DESIGN ARE 13ASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A 807TOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS.
TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. F"A TC9 2014. SOCC 11) ALL COMPRESSION CHOW MEMBERS ASSUMED TO BE CONTINkXX)SLV25) THIS DESIGN CONFORMS'10 CLOWNT IPI DESIGN SPECIFICA-
FOREST PP40MIS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED By EITHER 3/0" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FDA METAL PLATE CONNECTED W"TRUSSES AND
2 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOW (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16* a.c. QUALITY STANDARDS FOR TRUSSES.
31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 15) NO MEMBER OF THE TRIUSS MAY BE CUT OR MODIFIED IN AW MAI.
A) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) EM INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN"IN$SHIPPINS AND
BY LENGTH JALOmG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TFA)SSES, SEE hIG-91 FOR RECOMMENDATIONS
SI,r
'ALL S THE DIRECTIQN Of THE PLATE LENGTH. IDENTICAL LOADING ANV COWIGURATION
-CONPIGURATION 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 A140 IS NOT THE RESPONSIBILITY
5-6-8 I-S-8 OF THE TRUSS FA13PICATOR OR CLARY.
Max Height 3-1-7
74 PLF
CUM
X
12 237# 430
194#
263# 9130 1510
-11 IT,
696# ItO50
(3.5j 201 13,513111
20 PLF
IT 4-4-1 6-To
755# 443#
F� Forces(L--P)
3x4 4XA BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
5-6-8 1-5-6 WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
7-0-0 UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 2 Special Loading; Refer to Loading Diagram
Maximum deflection occurred at bottom joint 02.
Maximum Live Load Deflection of .007' (0/15), Index-.03. (L/12000)
Maximum Total Load Deflection of .011' (0/15). Index-.031, (L/7536)
D> REV. 4-28-93 (WIND)&f
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0" M#iG
ALPINE ENGINEERED PRODUCTS Inc V_�-000 2-0-0 LL TC 30 2X4 #2 N SP ENS. FOFt TRUE TRUSS INC -
Sot S. GSW PKWY.
IRANO PRAIRIE. TX 75051 6.4 OL TC 7 2X6 #1 Ds SP PROJECT: CENTEX 3703 8 & D DATE: 18 Dec 1992
E ARFF_ _STL BC LUMBER LAYOUT 10:
(214) 660-3940 FLAT K-T-NZ—F69 LL 13C 0 WEBS P)w 2
MEMBER TRUSS PLATE INSTITUTE 128 33.33 DL BC 10 2X4 #3 SP ADDRESS: SCALE:
—------ TOTAL 47 EXCEPT AS MAY BE NOTED 3/4
11 LUMBER SH LL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SVMNETRICALLV ON 501 ALL TENSION CHORD MEMBERS ASSUMED TO Of CONTINUOUSLY 131 -*' INDICATES LATERAL BRACING MEMBER (tX4 MI
SPECIES. :NO 192 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT� BRACED BY EITHER 3/0" WIN) PLY*=SHEATHING. t/2- 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT' AND
IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED 70 OCCUR OCIN) DRYWALL 00 BRACING MEMBERS SPACED 10- a C. OW). TEMPOFAAV BRACING SHOULD BE DONE IN ACCOMAWE MIT.
FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. L44LESS NOTED OT"ERWISE. CURRENT TPI BRACING AM ERECTION PUBLICATIONS
TIONAL DESIGN ST ANDAADS PUBLISHED BY THE NATIONAL 7) V-2000 APPP40VAL NUMBERS: UBC 2342. FHA YCO 2Ot4. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY151 THIS DESIGN CONFORMS TO CLWWNT TPI OESICH SPECIFICA-
FOREST PROOM 15 ASSOCIATION. Mi. SOCA PILE 86-125 BRACED BY EITHER 3/0' (MINA PLYWOOD SHEATHING. 1/2' tIONS FDA METAL PLATE CONNECTED WOOD TRUSSES AND
21 THIS DESIGN 1 5 BASED ON CLARY CCNWCT091 PLATES ONLY. 9) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' G.c. QUALITY STANDARDS FOR TRUSSES.
31 CONNECTOR PLATES S12ES APE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 15) NO MEMBER OF THE TAM WAY BE CUT OR MODIFIED IN AM MAY.
41 CONNECT OR PLATE SIZES ARE CALLED OW WIDTH (ACROSS SLOTS) WITH THIS DESIGN t2I INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOLLO BE TAKEN DURING SHIPPING AND
by LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES Of ERECTION OF TRUSSES. SEE hID-92 FOR RECOMMENDATIONS
512E CALL OUT IS THE DIEECTION OF THE PLATE LENGTH, IDENTICAL LOADING AND CONFIGU19ATIPH -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-REPETITIVE MEMBER STRESSES HOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-JACKS ARE TO BE 2x4 TOP. 2x4 SOT.
JACKS WITH SPANS GREATER THAN 7-8-t4 MUST BE SPECIALLY DESIGNED.
2-0-0 3-3-8
Max Height 1-10-3 74 PLF
2A-O
12
X
CU A/
Li
M
\V
60# Ir
2490 2430
13.5191 13.519%
20 PLF
D<11
3x4 L-2:5d 2J_O
In 3x4 12#
9
A
2-0-0 3-3-6 Fartes(L-P)
BUILDING TYPE: EnCtosed-iosidentiat
CODE: Standard Building Code (=CCI 1991)
5-3-8 WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: ($a) area
UPLIFT CONNECTION REQUIRED: 100 # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD [6—ADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOK FOR BRACING REQUIREMENTS.
No trusses: I Truss designed to support 2-0-0 lack System With Outrigger
Maximum deflection occurred at bottom joint #2.
Maximum Live Load Deflection of .002" 10/16), Index-.012. (L/31750)
Maximum Total Load Deflection of .003" (0/16). Index-.011, (L/21167)
REV. 4-28-93 (WIND)
CLARY DIVISION PLATE TYPE., D.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 5'3-1/2" SH-3
ALPINE ENGINEERED PROOMTS Inc V-2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOFL TRUE TAUSS INC
1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 8 & 0 DATE: 18 Dec 1992
GRAND PRAIRIE, TX 75051 6.4 DL TC 7 2X4 #2 N SP (�F2C'
-3940 WEBS LAYOUT ID:
(214) 650 PLATE AREA: FTNr.—FOR L LL SC 0
MEMBER TRUSS PLATE INSTITUTE 128 33.33 OL BC 10 2X4 #3 SP AODRESS: SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED
0 LUNBE4 SHALL BE OF THE SPECIFIED MINIMUM GRAMS. W CONNECTOR PLATES SHALL BE INSTALLED SYMNE(PICALLV ON 101 ALL TENSIO14 CHORD MEMBE:S ASSUMED TO Of CONTINUOUSLY 01 .0, INDICATES LATEAAL BRACING MEMBER OXA MIN.)
SPECI IS� AND 12%MAX I ML04 MO I S I URE CONTENT. OR SUCH THAT THE JO I NT BRACED BY EITHER 3/9" IMINI PLY 000 SHEATH!.T..1/2' t4l INSTALLA7 I ON AND AEC71ON OF THE TAIJSS. PEAMAHENT. AND
IS OF HIGHER ALLOWMke STRESS VALUES. V L ACING
ALL ALUES USED 15) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) ORYWAL ON OR .WENGER:SPACED 30 IMAX), TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH
'CIR DESIGN ARE BASED ON THE LATEST ED I TION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNL ESS NOTED OTHERWISE. CURRENT IPI BRACING AM ERECTION PUBLICATIONS.
Y TONAL DES I GH STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS; UBC W342. FKA TC8 201A. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLVIS) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION. 7251. ROCA FILE 86-125 SPACED BY EITHER 310' (MIN.) PtVkOW SHEATHING. 112* TIONS FOR METAL PLATE CONNECTED kX=TRUSSES AND
21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL 04 SPACING MEMBERS SPACED AT tG* 0,C. DUALITY STANDARDS FOR TRL&%S.
31 CONNECTOR PLATES SI X 5 ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATIO14 AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. IS) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY XAY.
Al CONNECTOR PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) g2 INDICATES DEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND
BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-9i FOR RECOMMENDATIONS
SIZE C"OUT IS THE DIRECTION OF THE PLATE LENGTH, IDENTICAL LOADING APQ CONFIGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD .1'
RUN 5-4-0 5-4-0 ALIN
1-5-14 J-5-14 74 PLF
Max Height 3-6-3
12
74#
12 2240 1, 224#
6 D>6-XS 4-
X X
CU CU
iB7#
187#
Cn 709 70
50# 500
7x5 "IT
2'XS on 5680 5660
7xS 1
13.5122% 13.5122z
_-_�l 3 3
3x4 12 12 3X4
20 PLF
5-4-0 "_0 5-4-0
1-4-0 1-4-0
12-8-0 Forc*s(L-A)
BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 No
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (S;)Zrea
UPLIFT CONNECTION E IRED # AT EACH SUPPORT.
MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE MOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 8 Maximum deflection occurred at bottom joint #2.
Maximum Live Load Deflection of .087" (1/16), Index-.207. (L/17471
Maximum Total Load Deflection of .137' (2/0). Index-.216, (L/1109)
�> REV. 4-28-93 (WIND),d,,�r
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 12*8' TRAYS
ALPINE ENGINEERED PRODUCTS Inc V 2X4 02 N SP ENS. FOR: TRUE TRUSS INC -
1801 S. GSW PKWY. _'-000 2-0-0 LL TC 30
GRAND PRAIRIE, TX 75051 6.4 OL TC 7 BC LUMBER 2X4 #2 N SP PROJECT: CENTEX 3703 8 & D DATE; 18 Dec 1992 1()Fr <
(214) 660-3940 PLATE AREA: L LL BC 0 WEBS LAYOUT ZO:
244 33.33 OL BC 10 2X4 #3 SP ADDRESS: L
MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPI AS MAY BE NOTED 1/4
11 L UMBER SHALL BE OF THE SPECIFIED WININUM GAAOES. 5) CONNECTOR PLATES SHALL BE IIISTALLED SYMNFTPICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOL05LY 131 *' INDICATES LATERAL BRACING MEMBER (IXA WIN.)
SPECIES. AND 192 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8- (MINI PLYWOOD SHEATHIUS, 112- 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AM
IS Of .1 G"ER ALLOWABLE STRESS VALUES. ALL VALUES USED 0) TOP C"ORD SPLICES ARE P40T RECOMMENDED 10 OCCUR (MIN) DP�WALL OR BRACING MEMBERS SPACED 20' Q- IMAX). TEW43PARV BRACING SMCKXO K DONE IN ACCOMANCE WIln
FOR DESIGN ARE BASED ON IME LATEST EDITION OF TIC NA- GZRECTLV ABOVE A BOTTOM CHORD SPLICE. LAWLESS NOTED OTHERWISE. CURRENT TPI SqACING AM ERECTION PLOLICATIONS.
1IONAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 7) V-2000 APPF40VAL NUMBERS: UBC 23A2. FHA TC8 2014. SBCC III ALL COMPRESSION CHORD MEMBERS ASSLI44ED 70 BE CONTIMUDUSLY15) THIS DESIGN CONFOF045 TO CUFWN!NT IPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8" (WIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND
21 THIS DESIGN 15 BASED(IN CLARY CONNECTOR PLATES ONLY. 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN OAIN�) DRYWALL OR BRACING MEMBERS SPACED AT 16" a C. QUALITY STANDARDS FOR TRUSSES.
3) CONNECTOR PLATES SIZES ARE 13ASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAV BE CUT CA MODIFIED IN ANY WAV.
4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DES18N 12) 18 INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAkEM DIJAUNO SHIPPING AMC
BY LENGTH 1ALONGG SLOIS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MID-91 FOR FIECON14ENDATIONS
SIZE C�" I IS P1 ATP i—T, NO COfJFIGURATION.
-CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-ANT I C I PATED HORIZONTAL MOVEMENT L1140EFI TOTAL LOAD - .3'
�C-FALSE BOTTOM CHORD INFORMATION
FALSE SOT 5-6-0 ON RIGHT. VERTICAL SPACING-4-0-0.
USE M1NIWUM OF 2x4 PLATE FOR FASTENING FALSE 801 CHORD VERTICALS.
USE 3x4 MIN. FOR SCARF ON FALSE SOT CHORD,
TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE SPACED WITH IxA
CONT. LATERAL BRACING AT D.C. MAX SPACING.
3-5-5 3-1-13 4-2-14 2-0-0
RUN 3-7-8 3-1-13 3-3-9 7-1-2
1-5-14 02 #2 02 #2 02 02
Max Height 8-8-3 74 PLF
12
12 A
14020
in I MIT [3.5)43% [3.5)55%
7X12 3x4 3x4 5X5
3%12::=3 3.59 A C=_3"s In
12 12 ru 20 PLF
3-0-0
3-7-8 A-5-15 4-2-7 4-4-3 B-4-0 2-0-0
#2 #2 #2 #2 02 02 Forces(L-P)
1-4-0 2x4 2x4 2X4 2x4 2x4 2x4
30-0-0 BUILDING TYPE: Enclosed Residential
CODE: Standard Buf(ding Code (Seccl 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 130
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 96 7 0 AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
No trusses: 4 THIS TRUSS ANALYZED WITH PPSA SEE NOTES 10 AND tl ABOVE FOR BRACING REQUIREMENTS.
maximum deflection occurred 29.2* from the left end of bottom panel #2.
maximum PPLiV8 Load Deflection of .345" (5/25). Index-.347, IL/1038)
Maximum PPTotal Load Deflection of .541' (9/16). Index-.362, (L/662)
REV. 4-28-93 (WIND)
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 30'0* STUB VAULTS
ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 #2 DS SP ENG. FOFk TRUE TRUSS INC
1 801 S. GSW PKWY. SIC LUMBER PROJECT: CENTEX 3703 8 & 0 DATE: 18 Dec 1992
.RAND PRAIRIE. TX 75051 6.4 OL TC 7 2X6 #1 Ds SP OF
- -17 LAYOUT ID:
12j4) 660-3940 -P-LATE L LL BC 0 WEBS
MEMBER TRUSS PLATE INSTITUTE 784 33.33 OL SC 10 2X4 #3 SP ADDRESS: PSCALE:
�B
TOTAL A7 EXCEPT AS MAY BE NOTED 1/E8
1) LUMBER SKALL BE 0" THE SPECIFIED MINIMUM SRADES. 61 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON tO) ALL TENSION CHORD HEM13EAS ASSUMED TO BE CONTINUOUSLY tal -%*- INDICATES LATERAL BRACINO MEMBER (IXA WIN 1
SPECIES. AND ift wAxIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT SPACED BY EITHER 3/8- IMIN) PLYWOOD SHEATHINS, 1/2- 141 INSTALLA71ON AND ERECTION OF THE TRUSS. PERMANENT, AND
IS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR 141M) DRYWALL OR SPACING MEMBERS SPACED 10' 4 C. (MAXI. TEMPORARY BRACING SHOULD Be DONE IN ACCORDANCE WITH
FOR DESIGN ARE SASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPACING AM ERECTION PUBLICATIONS.
TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: LABC 2342. FHA IC6 2014. S8CC It) ALL COMPRESSION CHORD MEMBERS ASSUMED TO SE CONTIMLOUSLING) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA
FOREST PRODUCT%ASSOCIATION. Mf. &DCA FILE 86-fZB GRACED BY EITHER 3/5' (MIN.) PLYWOOD SHEATHING. 1/2* TIONS FDA METAL PLATE CONNECTED WOOD 1AUSSES AND
2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR SAACINS MEMBERS SPACED At 16- C.C. QUALITY STANDARDS FDA TPAJSSES.
31 CONNECTOR PLATES SIZES APE BASED ON AXM FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL. CONFORM WAX). UNLESS NOTED OTHERWISE. fS? NO MEMBER OF THE TRUSS MAY SE CUT OR 14001FIECI IN ANY kAy.
4) CONNECTOR PLATE SIZES ARE CALLED allT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) INDICATES BEARING LOCATION. 0) SPECIAL HANDLING CAPE SHOULD BE TAKEN"ING SHIPPING AND
BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE hIO-91 FOR RECOMMENDATIONS
SIZE CALL 00 15 Tit QIPECFION OF THE PLATE LFp*jH IDENTICAL LOADING AND CONFIGU1071CON -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-ANTICIPATED HORIZONTAL MOVEMENT UNDER 70TAL LOAD .2'
3-5-5 3-1-13
R1M 3-7-6 3-1-13 3-3-9 6-5-6 6-7-2
1-5-14 #2 02 02
74 PLF
Max Height 6-8-3
12
3610
0> 239f
233f 4720
2 2440 2_33,1
I.'
131
12 A 251#
12139
78. 87# 850 toe# 1280 630
33#
`Uk 13700
13680 13.51541
13.5139%
HSSi8 3x4 4x4
3x4 5X6
4%12 X
----3 3.59 20 PLF
12
3-7-0 4-5-0 4-2-7 4-4-3 5-5-6 6-7-2
02 #2 02 #2 #2 Forces ft.-A)
1-4-0 2X4 2x4 2x4 2X4 Zx4
29-8-8 0> BUILDING TYPE: EnCloged Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED% 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: -?61— N AT EACH SUPPORT-
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses-. 2 Maximum deflection occurred at bottom )oint, #2.
Maximum Live Load Deflection of .401' (6/16). Inoex-.405. (L/889)
Maximum Total Load Deflection of .628* (10/16). Zndox-.423. (L/568)
D> REV. 4-28-93 (WIND),kr
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 29*8-1/Z* STUB VAULTS
ALPINE ENGINEERED PRODUCTS Inc
1801 S. GSW PKWY. V2000 2-0-0 LL TC 30 2X4 #2 09 SP ENG. FOR: TRUE TRUSS INC
GRANO PRAIRIE. TX 75051 6.4 OL TC 7 BC LUMBER 2X6 #1 Ds SP PROJECT: CENTEX 3703 B G D DATE: 18 Dec 1992
(214) 660-3940 -PLKTF WK. INC� FOR STL LL BC 0 WEBS LAYOUT 10:
MEMBER TRUSS PLATE INSTITUTE 41 480 3:3.33 DL BC 10 2X4 #3 SP ADDRESS: SCALE:
3 h.s. TOTAL 47 EXCEPT AS MAY BE NOTED 1/0
1) LUMBER SHALL BE OF THE SPECIFIED MINIMM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON tOj ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY IV 09'_ INDICATES LATERAL BRACING MEMBER (tX4 MINA
SPECIES. &MD t9k uAxIAM MOISTURE CONTENT. OR SUCH THAT THE JOINT, SPACED BY EITHER 3/8- (MIN) PLYWOOD SHEATHING. 112- 141 INSTALLATION AND EPEC710H OF THE TRUSS. PEPMANENT. AND
IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 5) TOP CHORD SPLICES ARE NOT FWCOPO4ENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 30* Q,C. ad"), TEMPORARY&PACING SHOULD BE DOM IN ACCORDANCE WIln
FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE, C%04"T TPI SPACING AND ERECTION PUBLICATIONS.
T TONAL DESIGN STANDAPOS PLOLISHED By THE NATIONAL 7) V-2000 APPROVAL NUMBERS: USC 2342. FHA TCS 2014. SBCC It) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIMARKILVIS) THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE S6-t25 BRACED BY EITHER 3/0' (MIN.) PLYWOOD SWATHING. 1/2' TIOM FOR METAL PLATE COHWCT1EO WOOD TRUSSES AND
21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY, 01 THIS T"S HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL 04 BRACING MEMBERS SPACED AT IS* O.C. QUAL17V STANDARDS FOR TRUSSES.
3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TAM MAY BE CUT OR MODIFIED IN ANY WAY.
4) CONNECTOR PLATE SIZES AM CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIGN 12) ga INDICATES BEARING LOCATION. i7l SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND
BY LENGTH IALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TFAJSSES. BEE "I"t FOR RECOMMENDATIONS
51�1 CALL.1 THE MATE LENGTH IDENTICAL LOADING AND COWIGURATION
-CONFIGURATION AM LOADING SPECIFIED BY FABRICATOR
-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 L04DEP TOTAL LOAD - .3"
>01 FALSE BOTTOM CHORD INFORMATION
FALSE SOT 5-8-0 ON RIGHT. VERTICAL SPACING-4-0-0.
USE MINIMUM OF 2x4 PLATE FOP FASTENING FALSE SOT CHORD VERTICALS.
USE 3x4 MIN. FOR SCARF ON FALSE SOT CHORD.
4-2-11 4-2-11 3-10-0 2-0-0 TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH Ix4
RUN 3-7-6 3-ij-3 1-4-0 6-10-0 CONT. LATERAL BRACING AT 2' D.C. MAX SPACING.
1-5-14 02 82 #2 02 #2 #2
Max Height 9-4-3 74 PLF
12
12 S*A at,
X
cm
1519# 1402#
7xIR 3x4
(3.5143% (3.5155%
3xj3,z3 3.59 3x4 5X6 4 %rS
12 12 AM 20 PLF
E__
3-7-6 5-2-4 6-2-4 1-4-0 7-8-0 3-0-0 2-0-0
#2 #2 02 #2 02 #2
1-4-0 2x4 2X4 2x4 2x4 2x4 2x4
30-0-0 BUILDING-TYPE: Enclosed Residential
CODE: Standard Building code (secci 1991)
WIND SPEED: 110 q*
14EAN ROOF HEIGHT: 131
TRUSS LOCATION: (So) area
UPLIFT CONNECTION REQUIRED: 9&7 # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
No trusses: I THIS TRUSS ANALYZED WITH PPSA SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
Maximum deflection occurred 27.84* from the left end of Dottom panel W2.
Maximum PPLIve Load Deflection of .381" (6/16). index-.383. (L/940)
Maximum PPTotal Load Deflection of .597' (10/16), Index-.4. (L/600)
REV. 4-28-93 NIND)4a
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 30'0* SHV-16
ALPINE ENGINEERED PRODUCTS Inc V_,-000 2-0-0 LL Tc 30 2X4 02 03 SP ENG. FOFt TRUE TRUSS INC
1801 S. GSW PKWY. 8C LUMBER PROJECT: CENTEX 3703 B DATE: 18 Doc 1992
GRAND PRAIRIE. TX 75051 6.4 OL TC 7 2X6 01 Ds SP
t214) 660-3940 PLATE AREA*- FTN_C._F0A_3TL LL SC 0 WE13S LAYOUT 10:
796 OL BC 10 2X4 03 SP ADDRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE 33-33 70TAL 47 EXCEPT AS MAY BE NOTED 1/8
11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINLOUPSLY 13) 01- INDICATES LATERAL BRACING MEMBER 1tX'WIN.)
SPECIES- AND 19"MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT SPACED BY EITHER 3/0' (MIN) PLYWOOD SHEATHING. I/e- IA) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AM
IS OF ml'"ER ALL,OwASLE STRESS VALUES. ALL VALUES USED 0) TOP CHOP[)SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' Q.- (MAX). TEMPORMY SAACIM9 SHOULD ME DONE IN ACCORDANCE WITH
C
FOR DESI GN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AM ERECTION PUBLICATIONS.
TIONAL DESIGN St AmDARDS PUBLISHED BY THE NATIONAL 7) V-ROOO APPROVAL NUMBERS: UBC R342. FKA TCB 2Ot4. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CO"TINLOftVIS) THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION. 7251. aDCA FILE 06-125 BRACED BY EITHER 3/8* (MIN.) PLYWOOD SHEATHING. 1/2* TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND
4 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 61 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0.c. QUAL17Y STANDARDS FOR TRUSSES.
3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTE()OTHERWISE. IS) No MENKA OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY.
4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WIT14 THIS DESIGN fa) INDICATES SEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AMC
BY LENGTH IALOHr SLOTS) AND I#* ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE"18-91 FOR RECOMMENDATIONS
F CAj k OUT IS THE DIFIEC71ON Or 711E F!LATE LgNGTH. IDENTICAL LOADING ANO CONFIGURATION. -CONFIGURATION AM LOADING SPECIFIED BY FABRICATOR
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE
PREVENTION OF PONOING MUST BE MADE AM IS NOT THE RESPONSIBILITY
OF THE TRUSS FABRICATOR OR CLARY.
RUN 4-JJ-3 4-4-21 4-8-3 5-4-0 4-0-0 "-0
1-5-14 74 PLF
max Height 7-4-3 J
12
":Q 6
371# 3450
3360 3640 236#
334#
1720
67# 138# 162# 070 64#
in 1382# 13830
13.5154X 13.5154%
3x4 3x4
3x5 5X6 3x4
20 PLF
6-20-8 9-4-0 6-8-0
1-4-0 30-0-0- FOrCOSIL-P)
BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 wph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (So) area
UPLIFT CONNECTION REQUIRED: # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOW 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 .119' (2/15). Index-.119. (L/30251
Maximum Total Load Deflection of .185' (3/16). Index-.124. (L/1935)
�> REV. 4-28-93 (WIND)AW
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 30'0* SH-14
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FoFt TRUE TRVSS INC -
1801 S, GSW PKWY. SC LUMBER PROJECT. CENTEX 3703 8 G 0 DATE: is Dec 1992
GRAND PRAIRIE. TX 75051 6.4 DL TC 7 2X4 #2 N SP
t214) 660-3940 PLATE AREA: LL SC 0 WEBS LAYOUT TO:
312 DL FIC 10 2X4 #3 SP ADDRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY ElE NOTED
It LUMBER SMALL BE OF THE SPECIFIED MINIMA GRADES. 51 CONNECTOR PLATES SMALL BE PISIALLED SYMMETAICALLY ON 501 ALL TENSION CHOW MEMBERS ASSUMED TO SE CONTINLXXISLY is) JO' INDICATES LATERAL SPACING WEW*. IIX4 WIN-)
SPECIES, AND 1236 MAXIMUM MOISTUPE CONTENT. 00 SUCH THAT THE JOINT. BRACED By EITHER 3/0* 04IN) PLYWOOD SHEATHING. 112' 14) INSTALLATION AND EAEC710H OF THE TRUSS. PERMANENT. AND
15 Of HIGHER ALLOWABLE STRESS VALUCS. ALL VALUES USED 61 TOP CHORD SPLICES AM HOT FIECOMWNWD TO OCCUR ININ) DRYWALL OR SPACING MEMBERS SPACED 20' O.C. (WAX). TEMPORARY ORACINS SHOULD BE OCIME IN ACCOPOA"CV WIT"
.FOR DESIGN APE BASED ON THE LATEST EDITION W lit"A- DIRECTLY ADOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SRACIM&AM ERECTION PUBLICATIONS.
TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPP40VAL MUNKASi U13C 2342. F"A TC8 2014. SOCC it) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COMTIKJOUSLV2f4 THIS DESIGN CaWW%Ws TO VdPKNT 1PI DESIGN VECIFICA-
FOREST PPA)DUCTS ASSOCIATION. 7251. SOCA FILE SO-t25 BRACED By EITHER 3/8* IMINA PLYWOM SHEATHING. 1/2' 71ONS FOR METAL PLATE CONNECTED 0000 TRUSSES AND
at THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 01 THIS IRAs HAS BEEN DESIGNED FOR THE LOADING SHOWN IMINA DRYWALL OR SPACING 4EMBERS SPACED At 16' O.C. QUALITY STANDAPIDS FOR TPUISSES.
3) CONNECTOR PLATES SIZES ARE BASED 13N AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SMALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TPAISS MAY BE CUT OR MODIFIED IN ANY MAY.
41 CONNECTOR PLATE SIZES ARE CALLEO OUT WIDTH (ACAOSS SLOTS) WITH THIS DESIGN 10 INDICATES SEARING LOCATION. 171 SPECIAL HANDLING CAPE SHOULD BE IAKEM"ING SHIPPING AND
I AND THE ORIENTATION Of THE 91 THIS DESIGN tS APPLICABLE TO SHORTER SPAN TRUSSES W ERECTION OF TAISSES. SEE KII-111$ FOR PECOMPIEROATIONS
51 LENGTH 1AL07:SLOTS
CALL.1 PLATE LENGTH. IDENTICAL LOADING AND COW IMATION -COWIGURATION AND LOADING SPECIFIED BY FABRICATOR
-ADDITIONAL PLAYING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-THIS TRUSS 15 OESIGKD ONLY FOR THE LOADS SHOWN. PROVISION FOR THE 01
PREVENTION OF PONDING MUST BE MADE AND IS NOT THE AESPONSIBILLIV 0
OF THE TAWS FABFIICA70P OR CLARY. OF
P,
�7
FAN 6-1.0 5-to-8 4-6-0 4-6-0 4-0-0 4-6-0
1-5-14 74 PLF
NOW Height 5-4-3
6 3900 34541 321#
3100 1620
12 0
p" *11 433,
>r.5-
216f
16# 212# 1780 82t
13030 382#
13.51542 13.5)54%
3X8 3x4
3x5 3x8
3x5 20 PLF
te-o-o 9-4-0 8-8-0
30-0-0 Forcesk-A)
BUILDING TYPE: EncloSed-Realdentlat
CODE. StwWord Buitdinq Code (S8CCI 1991)
WIND SPEED: 110 go
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (So) area
UPLIFT CONNECTION RE41UIRED: 969 0 AT EACH SUPPORT.
MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOW FOR GRACING REQUIREMENTS.
No trusses: I Maximum deflection occurred at bottom joint 012.
Maximum Live Load Deflection of 121* (2/16), Index-.121. (L/2975)
Maximum Total Load Deflection of .189' (3/16), Index-.126. (L/1905)
[I> REV. 4-28-93 (WIND),�,
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 30'0" SH-12
ALPINE ENGINEERED PRODUCTS Inc 2XA 02 N SP ENS. FOR TRUE TRUSS INC - N
toot S. GSW PKWY, V2000 2-0-0 LL Tc 30 1-1
GRAND PRAIRIE, TX 75051 6.4 DL Tc 7 BC LUMBER PROJECT: CENTEX 3703 8 G D DATE; 18 Dec 1992 _X
-7INC7 -Sr— WEBS 2X4 #2 N SP (OF
(214) 660-3940 PLATE AREA: 9 TM L LL BC 0 LAYOUT 10:
330 OL SC 10 2X4 03 SP ADDRESS:
MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED
I~A SMALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMIETRICALLY ON 10) ALL TENSIQN,CHDAD MEMBERS ASSUMED TO BE CONTINUOUSLY 191 0- INDICATES LATERAL BRACING MEMBER OXA MINA
SPECIES. AND 192 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. ANI 0 By E THEA 3/8" 041 N) PLY*000 SHEATHING. t12' t4I INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT. AND
an CE
IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES APE NOT RECOMMENDED TO OCCUR (M I DRYWALL OF OF ACT MG MEMBERS SPACED TO- a C. (MAX). TEMPORARY BRACING SHOULD BE DOME IN ACCORGANCe WIT.
FOR 0 SIGN ARE BASED ON THE LATEST EDITION OF THE MA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUSLICAIIONS.
E TO CURRENT TPI DESIGN SPECIFICA-
TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS.' U&C 23A2. F"A TCB 2014. SOCC It) ALL COMPRESSION CHORD MEMBERS ASSUMED TO K CONTINUOUSLY15) THIS DESIGN COMFORMS
FOREST PRODUC 7 S ASSOCIATION. 7252. SOCA FILE 06-t25 SAACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED NOW TRUSSES AND
2) THIS DESI IS BASED ON CLARY CONNECTOR PLATES ONLY. 8) T1415 TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL On BRACING MEMBERS SPACED AT 16* o.c. QUALITY STANDARDS FOR TRUSSES.
3) CONNECTORG"ATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS BRAVING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. tal NO WASER OF THE TAM WAY BE CLIT OR MODIFIED IN ANY WAY.
PL 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND
41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN IR) g8 INDICATES BEARING LOCATION. -92
By LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE MIN FOR RECOMMENDATIONS
SIZE CALL OUT ts THE DIRECTION OF THE PLATE LENGUL. IDENTICAL LOADING AND CONFIGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-ADDITIONAL PLATING FOR HANDLING TRUSSES 15 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 FIESPONSIBIL17Y
OF THE TRUSS FABRICATOR OR CLARY.
2-8-0
RUN 5-1-8 4-10-8 6-8-0 6-8-0 4-0-0 74 PLF
1-5-14 #2 02 02 02
Max Height 5-4-3
12
427# 4930 395#
+ +
12 236# 88#
X 359#
CU 3591,
7
1790
z
96# 155# 1330 1320 62f
+
13"4 38it
a
13.5150 13.5150
3XG 3x4 5xG 3x4 3x4
20 PLF
10-0-0 6-0-0 6-6-0 6-8-0
1-4-0
30-0-0 ForCeSIL-q
BUILDING TYPE: Enctosed ReafdontfaL
CODE: Standard Bultding Code (SBCC1 1991)
WIND SPEED: 110 mph
HEAR ROOF HEIGHT: 131
TRUSS LOCATION: (So) area
UPLIFT CONNECTION REQUIRED: # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: I Maximum deflection occurred at bottom )oint #2.
Maximum Live Load Deflection of .127* (2/15). Index-.127. (L/2835)
Maximum Total Load Deflection of .199* (3/16). Index-.133, (L/1809)
B> REV. 4-28-93 (WIND) Af
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 30*0' SH-10
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC
laot S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 8 & D DATE: 18 Dec 1992
GRAND PRAIRIE, Tx 75051 6.4 --TNC— -ST— OL TC 7 WEBS 2X4 #2 N SP LAYOUT 10: >
t214) 650-3940 PLATE AREA: 9 TDA L LL BC 0
300 DL BC 10 2X4 #3 SP AODRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED
11 LUW*A SKAkL BE OF THE SPECIFIED NIHIMM 9PAI)ES. 5) COIINECIDR PLATES SHALL HE INSTALLED SV.WTaIMLV ON to) ALL TENSION UIORO MEMBEAS ASSUME0 TO BE CON11—
SPECIES. AND MIT 14AXIMM MOISTUAE CONTeNT. OR SUGH THAT THE JOINT BAACCO BY EITHER 3/9" 041H) PLYWOOD SHEATHING. 1/2' 14) INSI ALLA I I
IS Of HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 01 TOO CHONG SPLICES ARE"Ol PECONMENDED 10 OCCUR NTH) DRYWALL 00 BRACING MEMBERS SPACED to- 0— 04AX), TEMPORARY BRACING SHOULD at Dom
FOR DESIGN ARE BASCO ON THE LATEST fOIIION Of THE NA- DIRECTLY ABOVE A BOTTOM ChOAD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND EFAtCTION PUGLICATIONS.
*!IIONAL DESIGN STANDARD5 PUBLISHED BY THE NATIONAL 7) V-aOOD APPROVAL NUPWAS: LIBC 2342. FHA TC9 Roti. SOCC it) ALL CO&N-PESSION CHORD MENWAS ASSUNEO TO Of CONTOMOUSLY151 THIS DESIGN CDNFOPNS TO CURRENT TPt DES SPECIFICA-
ORE 725t. VOCA FILE 06-t26 BRACED By EIT14ER 3/6* CHINA PLYWOOD SHEATHING. 112' TtONS FOR METAL PLATE 16"S AND
a, F ST PRODUCTS ASSOCIATION. CONNECTED WOOD IRUSSE
THIS DESIGN IS GASEO ON CLARY C3kWCTOR PLATES ONLY. 61 THIS TRUSS HAS WE%DESIGNED FOR THE LOADING SHOWN (MIN-) DRYWALL OR SPACING MEMBERS SPACED AT IS' O�C. QU&LI'TV STANDANXI FOR TRUSSES.
31 CONNECTOR PLATES SIZES XAf BASED ON AXIAL FORMS W&Y. ON THIS WAITING. INSTALLATION AND USE SHALL COW0904 IWAX). UNLESS NOTED OTHERWISE� At) NO WENDER OF THE TRUSS WAY BE CUT 00 MODIFIED IN ANY)MY,
A) CONNECTOR PLATE S12ES AhE CALLED OUT 11IDTH IA04OSS SLOTS) WITH T043S DESIGN. 12) INDICATES BEARING LOCATION. 01 SPECIAL HANOLIND CARE SHOULD BE TAKEN"ING SHIPPINO AM
BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF CRECtION OF TRUSSES SEE FOR WCOPINENDATIONS
PLATE LENGTH AM CQNfIGL*IAT1qh.
-COWl"ATIoN AND LOZINg SPECIFIED XY FWUffA13i__
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-THIS TRUSS 15 DESIGNED ONLY FOR THE WADS SHOW. PROVISION FDA THE
PFIEVENT104 OF PONDIM"T BE MADE AND IS NOT THE RESPONISIBtLITV
OF THE TRUSS FABRICATOR OR CLARY.
ALIN 4-1-8 3-10-8 5-4-0 5-8-0 ..5-4-0 .4-0-0 8-0 74 PLF
1-5-14 02 02 #2 02 02 #2
Max Melght 4-4-3
12 3410 4440 4440 3450
llz:�)a 4 4 4 4
12
6 C7" 205# tbpdf
011,
3x4 D>
Oil qw
'f'3
' A 142f
76# 165# 1730 1330 At#
+
V TV 13840 1381#
3x8 3xS 13.515AX 13.5)SAX
3X5 5X6 3X4
8-0-0 6-8-0 9-9-0 4-8-0 20 PLF
1-4-0
30-0-0
Forces IL-P)
BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code CSBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 13t
TRUSS LOCATION: (so) area
UPLIFT CONNECTION REQUIRED% q5 AT EACH SUPPORT.
MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ASM FOR BRACING REQUIREMENTS.
No trusses: I Maximum deflection occurred at bottom joint 03.
MaximUM Live Load Deflection of .167* (3/16), Index-.167, (L/2156)
Maximum Total Load Deflection of .252* (4/16). Index-.175. (L/1374)
REV. 4-28-93 (WIND)A,,
CLARY OXVISION PLATE TYPE: O.C. SPLACING LOADING (PSF) TC 1 30'0' SH-8
ALPINE ENGINEERED PRODUCTS Inc _0 ,11 TRUSS:
V2000 2-0-0 LL TC 30 2X4 #2 Os SP ENG. FOFt TRUE TRUSS INC
1801 S. GSW PKWY. ( BC LUMBER PROJECT: CENTEX 3703 8 0 CIATE; 16 DOC 1992
GRANO PRAIRIE. TX 75051 6.4 OL TC 7 2X4 #2 N SP
1214) 650-3940 PLATE Ap LL SC 0 WEBS LAYOUT TO:
384 33.33 DL BC 10 2X4 #3 SP ADDRESS:
MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8
%I LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMNIETPICALLY ON 10) AL L TENSION CH DAD MEMBERS ASSUMED TO BE CONTINUOIU$LY 13) *' INDICATES LATERAL SPACING MEMBER IIX4 WIN I
SPECIES. AND t9l MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT SPACED BY EITHER 3/8- IMIN) PLYWOOD SHEATHING. I/e' 141 INSTALLATION AND IEAECT113N OF THE TRUSS. PERMANENT. AND
IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 51 TOP CHORD SPLICES ARE NOT RECOMMENDED 10 OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 20' G.C. (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH
FOR DESI ON ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. tAILESS NOTED OTHERWISE, CUFAIENY TPI SPACING AND ERECTION PUBLICATIONS.
TIONAL DESIGN STANDARDS PUBLISHED by THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TC8 70t4. SBCC 11) ALL COMAIMSSION CHORD MEMBERS ASSUMED TO BE CONTINLOJSLV151 TMIS DESIGN CONFORMS TO CUPAWNT TPI DESIGN SPECIFICA-
FOREST PFA)DUC7S ASSOCIATION. 725L. BOCA FILE 86-125 BRACED BY EITHER 310" IMIN.) PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND
21 THIS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY. 01 THIS tPUSS HAS SEEN DESIGNED FOP THE LOADING SHOWN (MIN.) DRYWALL(14 BRACING MEMBERS SPACED AT 16* P.C. QUALITY STANDAPD9 FOR TRUSSES.
3) CONNECTOR PLATES SIZES AM BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT 04 MODIFIED I"ANY WAY.
4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 1a) g8 INDICATES SEAPIM0 LOCATION. 17j SPECIAL MANDLIMS CARE SHOULD BE TAKEN DUAINS SHIPPING AND
By LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF EFIECT10M OF TRUSSES. SEE"18-91 FOR RECOMMENDATIONS
SIZE CALL OUT Is THE DIRECTION OF THE PLATE LEN15TH- IDENTICAL LOADING AN9 COW IGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-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 ANO IS NOT THE RESPONSIBILITY
OF THE TRUSS FABRICATOR OR CLARY.
2-8-0 74 PLF
RUN B-0-0 4-6-11 6-1-5 6-1-5 4-6-11 -
1-5-14 02 #2 #2
Max Height 3-4-3
12 3000 3950 452# 395# 2560
12 "zQ 6
Be#
3x4 15xk 3X4
211
57# 12.. J420 1420 95# 240
T t f
13840 1381#
3xA 3x4 (9 13-51541 13.5154%
3XG 5xG 3xe
2-6-0 L-O PLF
6-0-0 7-1-5 7-1-5 7-1-5
1-4-0
30-0-0
FGrces(L--R)
BUILDING TYPE: Enc(*Sod Residential
CODE: Standard Building Code (SBccI 1991)
WIND SPEED: 110 ffo
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (So) area
UPLIFT CONNECTION REQUIRED: 5767 # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ASM FOR BRACING REQUIREMENTS.
No trusses: I maximum deflection OCCUT'red at bottom joint 03.
MaxiMUM Live Load Deflection of .251* (4116). Index-.251. (L/1434J
Maximum Total Load Deflection of .394* (5/16). Index-.263. (L/914)
�> REV. 4-28-93 (WIND),#,
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 30*0* SH-6
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #a Os SP ENG. FOFt TRUE TRUSS INC
1BO1 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 8 & 0 DATE: 18 Doc 1992
GRAND PRAIRIE. TX 75051 6.4 OL TC 7 2X4 #2 N SP I gFZ -
(214) 660-3940 PLATE AREA-. LL BC 0 WEBS LAYOUT TO: �O
MEMBER TRUSS PLATE INSTITUTE 396 33.33 DL BC 10 2X4 03 SP ADDRESS: --iCALE.
TOTAL 47 EXCEPT AS MAY BE NOTED
I) LUMBER SHAL.L BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON tOI ALL TENS1014 CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0- INDICATES LATER& BRACING MEMBER 0XA WIN.)
SPECIES. AND t9%MAXIMUM MOISTURE CONTENT. OP SUCH THAT THE JOINT. BRACED By EITHER 3/8- fMIN) PLYWOOD SHEAIHIN(k 1/2- iA) INSTALLATION AND ERECTION OF THE TRUSS. PEPINANE Tj AND
IS OF "ISHEA ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES ARE P401 RECOMMENDED TO OCCUR (MINI DRYWALL OR BRACING MEMBERS SPACED 10' 0 c. (MAX). TEMPORARY MACING SHOULD BE DOME IN ACCORDANCE MWI
FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A 130TTOM CHOW SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING AM ERECTION PLOLI ATIONS,
TIONAL DESIGN STANDARDS PUBLISHED BY INC NATIONAL 7) V-20M APPROVAL AUMBERS: UBC 2342. FHA TCB 2014. SOCC 91) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIMAXiSLY251 THIS DESIGN CONFOSIMIS To CLfwHT Tpt DECIGH CfFICA-
FOREST PRODUCTS ASSOCIATION. 7251. 7 Spe
2) SOCA FILE 86-225 BRACED BY EITHER 3/0" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD AUSSES AND
THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY, 61 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT iG* O.C. QUALITY STANDARDS FOR TRIUSSES.
31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. 014 THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. IS) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN AW WAY.
4) CONNECT OR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN ta) INDICATES BEARING LOCATION. 0) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AMC
BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF ThE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE mID-92 FOR RECOMMENDATIONS
SIZE C&L OUT LA THE DIRECTION OF THE PLATE LFNriTtI IDENTICAL LOADING AND CONFIGURATION.
-CONFIGURATION AND LOADING SPECIFIED BY FABAICATOR
-ADDITIONAL PLATM FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SMWN. PROVISION FOR THE
PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY
OF THE TRUSS FABRICATOR OR CLARY.
1-4-0
Max Height 7-4-3
12 74 PLF
0>
12 193#273#
270F
4470
J33#
X
CU Alp
X
CY
X
7;1 15'0'f 1 0 600
902# 905#
(3.51382 [3 5139X
J,
aQ PLF
bi
3X4 5X6
4x6
ForcOS(L-A)
7-9-9 7-4-0 6-4-0 BUILDING TYPE: Enclosed Regfdentfat
CODE: StwWard Bultding Code (SBCCI 1991)
WIND SPEED: 110 mph
21-6-0 MEAN ROOF HEIGHT: 138
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 6-54- # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DMEAD LOADS SHOW 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 .044' (1/16). Index-.061, (L/5864)
maximum Total Load Deflection of .069" (1/16). Index-.064, (L/3739)
0> REV. 4-28-93 (W1KD)AjP
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING fPSF) TC LUMBER TRUSS: 21'6" SH-16
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENO. FOR: TRUE TRUSS INC
1801 S. GSW Pxwy� 6.4 BC LUMBER PROJECT: CENTEX 3703 8 & 0 DATE: 18 Dec 1992
GRAND PRAIRIE. TX 75051 OL TC 7 2X4 #2 N SP
(214) 560-3940 -PEATE-APE-A- 9-TRC-_FU9FSTL LL BC 0 WEBS LAYOUT ID:
MEMBER TRUSS PLATE INSTITUTE 296 33.33 DL BC 10 2X4 #3 SP ADDRESS: SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED 1/4
q LUMBER SHALL BE OF THE SPECIFIED MINIMUM WADES. 51 CONNECTOR PLATES SHALL BE IIASTALLED SYM4ETAICALLY ON 10) ALL TENSIO14 CHORD MEMBERS ASSUMED TO BE CONTINLXKFSLV 131 010' INDICATES LATERAL SPACING MEMBER (SXA MIN.)
SPECIES. AND 19%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT EIPACED BY EITHER 3/8- (MIN) PLYWOOD SHEATHING. 1/2- JAI INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND
15 OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES AM NOT RECOMMENDED TO OCCUR IMIN) ORYNALL DR BRACING MEMBERS SPACEO 10' a c. (MAXI. TEMPORARY BRACING SHOULD BE DOW IN ACCORDANCE WITH
FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUFWkNT TPI BRACING AND ERECTION PUBLICATIONS,
TIONAL DESIGN STANDARDS PLOLISHCO BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: USC 2342. FHA ICS 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIHLKX)SLVI51 THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SKCIFICA-
FOREST PRODUCTS ASSOCIATION. 7261. BOCA FILE 06-t25 BRACED By EITHER 3/6" (MINA PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND
21 THIS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY, 4) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING 04EMBEAS SPACED AT i6a 4.c. QUALITY STANDARDS FDA TRUSSES.
31 CONNECTOR PLATES SIZES A14E BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX), UNLESS NOTED OTHERWISE, J6) NO MEMBER OF THE TAM MAY BE CUT 00 MODIFIED IN ANY MAY.
A) CONIJECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) El INDICATES BEARING LOCATION. 01 SPECIAL MOOLING CARE SHOULD BE TAKEN OLIPIN13 SHIPPING AND
By LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SK HIS-91 FOR RECOMMENDATIONS
THE DIRECTION OF THE PLATE LENGTH. IDENTICAL LOADING AND CMEZGUPATIQN,
-CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-REPETITIVE MEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBIL17Y OF FABRICATOR.
-THIS TRUSS IS DESIGNED ONLY FOP 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 04OVEMENT UNDER TOTAL LOAD - _2'
4(-FALSE BOTTOM CHORD INFORMATION
FALSE SOT 12-0-0 ON RIGHT. VEP71CAL SPACING-4-0-0.
RUN 3-7-8 3-4-5 3-4-5 3-7-j3 5-4-0 5-4-0 USE MINI" OF 2m4 PLATE FOR FASTENING FALSE SOT CHORD YEA71CALS,
USE 3x4 MIN. FOR SCARF ON FALSE SOT CHORD.
1-5-14 #2 02 02 02 02 TRUSS BOT70M CHORD ABOVE FALSE BOTTOM CHORD "T Be BRACED WITH 3X4
Max Height 7-4-3 CONT. LATERAL BRACING AT 2' D.C. MAX SPACING.
74 PLF
12
3320 3949
260#
70
A 249#
15* X
Al
12 248f
6 00 12-3#
84# io4f 93.'#
330 1040 63#
1131# 1133#
3x6 L.L 13.5144% 13�5)44%
A
PLI
3x4
3.59 3 Cz— 3x4 LIO PLF
3x5 12 12 ajt5
3-7-8 - 5-0-8 5-4-0 4-0-0 6-8-0 Forcesk-A)
1-4-0 BUILDING TYPE: Enctosed ReSidentlat
24-8-0 CODE: Standard BuRding Code (SBCCI 1991)
WIND SPEED: 110 wiph
MEAN ROOF HEIGHT-. 13,
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: '7f-I 0 AT EACH SUPPORT.
MET 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 #2.
maximum Live Load Deflection of .372' (5/16). Inoex-.453, (L/795)
Maximum Total Load Deflection of .583" (9/16). Index-.473. (L/508)
�> REV. 4-28-93 (W1N0),f-,r
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER T14USS: 24*6" SHV-14 Flo
ALPINE ENGINEERED PRODUCTS Inc V 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC
1801 S. GSW PKWY. __'-000 2-0-0 LL TC 30
GRAND PRAIRIE, TX 75051 6.4 DL Tc 7 BC LUMBER 2X4 #2 N SP PROJECT: CENTEX 3703 8 & D DATE: 18 Dec 1992
1214) 660-3940 PLATE AREA: INC. FOR STL__ LL BC 0 WEBS LAYOUT To. "z?
MEMBER TRUSS PLATE INSTITUTE 656 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED 3/16
5) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON to) ALL TENSION CHORD MERGERS ASSLWO TO BE CONTINUOUSLY is) 0' INDICATES LATERAL BRACING MEMBER (1XA MIN.)
SPECIES, AND t 2%MAXIMUM MOISTUVE CONTENT- OR SUCH THAT THE JOINT BRACED BY EITHER 3/a* (MIN) PLYWOOD SHEATHING. 1/2* t4l INSTALLATION AND EMC710H OF THE TRUSS. PERKANENT. AND
IS OF HIGHER ALLOWAIN.9 STRESS VALUES. ALL VALUES USED 8) TOP CHOW SPLICES AM NOT RECONMENDED TO OCCUR (MIN) DRYWALL OR SPACING MERGERS SPACED 10' 0— (MAX). TEMF`ORAAY SFIACIKS SHOULD BE DONE IN ACCOMOAMM MirM
FOR MSI.ARE BASED ON THE L ATEST EDITION Or THE NA- OIAECTLV ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS.
TIONAL DESIGN STANDARDS PUBL I SHED BY THE RATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 234Z "7CS 20tA. SBCC it) ALL COMPRESSION CHORD FOS ASSUMED TO BE CONTINUOUSLYIN THIS DESIGN CONFORMS TO CURRENT TPI OESION SPECIFICA-
FOREST PP40MTS ASSOCIATION. 7261. BOCA FILE 96-125 BRACED BY EITHER 3/0* 101M.) PLYWOOD SHEATHING. I/R' TIONS FOR METAL PLATE CONNECTED WON TRUSSES AND
2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.1 DRYWALL OR BRACING MEMBERS SPACED AT is' O.C. DUALITY STANDARDS FOR TRUSSES.
3) CONNECTOR PLATES SIZES AM BASED ON AXIAL FOAMS ONLV. ON THIS ORAkING. INSTALLA71ON AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. to) NO MEMBER OF THE TRUSS MAY BE CUT ON MODIFIED IN ANY WAY.
41 CONNECTOR PLATE SIZES ARE CALLED OUT*IDTH MCAOSS SLOTS) WITH THIS DESIGN tal INDICATES GEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TOWN"ING SHIPPING AND
by LENGTH (ALONG SLOTS) AND THE ORIENTATION Of THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TFWMS. SEE HIS-St FOR FIECOMMENDATIONS
S17F CALL OUT is TmE DIRECTION gE THE PLATE LENGTH, IDENTICAL LOADING ANQ CONFIGURATION- -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
PRMNTION OF PONOING MUST BE MADE AND IS NOT THE RESPONSIBILITY
OF THE TRUSS FABRICATOR OR CLARY,
,>,,-ANTICIPATED HORIZONTAL MOV1E04ENT UNDER TOTAL LOAD - .2'
-FALSE BOTTOM CHDP43 IWORMATION
FALSE BOT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0.
USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE 007 CHORD W-ATICALS.
3-7-0 4-2-4 4-2-4 6-0-0 3-4-0 3-4-0 USE 3x4 MIN. FOR SCARF ON FALSE 807 CHORD.
TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH IX4
1-5-34 #2 02 02 02 #2 CONT. LATERAL BRACING AT �1* D.C. MAX SPACING.
Max Height 6-4-3 74 PLF
12
3x4 377# 3450 2360
+
3S # It 0
'Z
12 278f
6
0 1040 1020
33# 105*
+ +
11320
3x8 4 1132#
_J 13.5140 (3.51442
in
71LIO I
498
-=::n 3.59 3 C�--_ 3x4
3x5 12 12 20 PLY
3-7-6 4-2-4 6-2-4 4-0-0 6-8-0
02 02 #2 02 Forces(L-A)
1-4-0 24-8-0 0> BUILDIki TYWilincLosed Reswentfat
CODE: $twyJWd_BUf(ding Code (SBCC1 1991)
WIND SPEED:- 110 wfh
MEAN ROOF HEIGHT: 130
TRUSS LOCATION: (SO) area
UPLIFT CONNECTION REQUIRED: 7#1 # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE.NOTES 10 AND 11 ARM FOR BRACING REQUIREMENTS.
No trusses; I Maximum deflection occurred at bottom joint 02.
Maximum Live Load Deflection of .337* (5/16). inaex-.41. (L/670)
Maximum Total Load Deflection of .529' 18/16), Index-.429, IL/560)
0> REV. 4-28-93 (W1ND),sx_
V 2-0-0 LL TC 30 2X4 #a 05 SP ENS. FOR: TRUE TRUSS INC - 11
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LU1413ER TRUSS: 24'8' NV-12
ALPINE ENGINEERED PRODUCTS Inc _2000 -
IBOI S. GSW PKwY. BC LUMBER PROJECT: CENTEX 3703 8 & 0 DATE: IS Dec 1992
GRANO PRAIRIE, TX 75051 6.4 DL TC 7 2X4 #2 Ds SP
K—rNC--rUW-9TL_ LL BC D WEBS LAYOUT
(214) 660-3940 -PEATE—AAFA: In: A_ �_���>
MEMBER TRUSS PLATE INSTITUTE 632 33�33 0L 13C 10 2X4 #3 SP ADDRESS: SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED 3/16
51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON to) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY f3j 1IX4 MIN.)
11 LUMBER 504ALL BE OF THE SPECIFIED MINIMUM GQADES� INDICATES LATERAL BRACING MEMBER
SPECIES. AND 19%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED By EITHER 3/0 IMINJ PLYWOOD SHEATHING. t/2 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND
IS OF MI GHER ALLOWABLE STRESS VALUES. ALL VALUES USED 5) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' G-C (MAX). TEMPORARY BRACING SHOULD BE DOME IN ACCORDANCE WITH
fon MS1 GN ARE SASE,,ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS.
T.ONAL MS.GN STANDARDS PU1ILIShED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: USC 2342. FMA TCB 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIMOUSLVIS) THIS DESIGN CONFORMS TO CURRENT TPI OESIGH SPECIFICA-
FOREST PQ(XXJCTS ASSOCIATION, 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED 10000 TRUSSES AND
21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 61 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16* O.C. QUALITV STANDARDS FOR TRUSSES.
3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORMS ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TAM MAY BE CUT OR MODIFIED IN ANY WAY.
A) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN tal gB INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN"INS SHIPPING AMC
By LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE MEW-91 FOR RECOMMENDATIONS
THE DIRECTION OF THE PLATE LENGTH, IDENTICAL LOADING AND COW IGURATION -CONFIGURATION AND LOADING SPECIFIED by FABRICATOR
-REPETITIVE MEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING. TRUSSES IS FIESPON IBILITY OF FABRICATOR.
-THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE
PREVENTION OF PONOING MUST BE MADE AND IS NOT THE FIESPONSIBIL17Y
OF PIE TRUSS FABRICATOR OR CLARY.
-ANTICIPATED HORIZONTAL 14OVEMENT UNDER TOTAL LOAD- .2'
-FALSE BOTTOM CHORD INFORMATION
FALSE SOT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0.
USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE 007 CHORD VERTICALS.
USE 3X4 N. FOR SCARF ON FALSE SOT CHORD.
1-4-0 TRUSS BoTTMM1 CHORD ABOVE FALSE BOTTOM CHORD MUST BE SPACED WITH 1x4
RUN 3-7-8 3-0-8 3-4-0 4-0-0 4-0-0 5-4-0 CONT. LATERAL BRACING AT . D.C. MAX SPACING.
1-5-14 74 PLF
Max Height 5-4-3
12
2710 2960 3450 2360
3x4 3X4 0> -4.ts 2360 4 39#
4.
12 236f,
01b 1213# + ZZ
en + 97# 1040 Boo
106# 610
.n 330
I.ft r 't +
F nI t133# 11310
1 13.5144% 13.5144%
-7xio N5
..=:A 3.59 3 C::-- 3x4
3xG 12 12 Sx5 20 PLF
F_
3-7-8 6-4-8 4-0-0 4-0-0 6-6-0
1-4-0 to,Forces(L-A)
24-6-0 BUILDING TYPE: EnC ed Reafdantfat
CODE: StwWard Buftdfng Code (SBCCI 1991)
WIND SPEED: 110 Mph
MUM ROOF HEIGHT: 138
TRUSS LOCATION: (SO) area
UPLIFT CONNECTION REQUIRED: -7f-/ AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: I Maximum deflection occurred at bottom joint 02.
Maximum Live Load Deflection of .379' (6/16). Index-.462, (L/781)
Maximum Total Load Deflection of .595* (10/16). Index-.482. (L/497)
a�! REV. 4-28-93 (WIND)ihr
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: - 24W SHV-10
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENS. FOFt TRUE TAVSS INC
JBOJ S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3703 B D DATE: 18 Dec 1992
GRAND PRAIRIE. TX 75051 6.4 DL TC 7 2X4 #2 N SP 0:
(214) 650-3940 -PLKrE AACA-- t FU$V L LL BC 0 WEBS LAYOUT I
702 DL BC 10 2X4 03 SP ADDRESS: iC E:
MEMBER TRUSS PLATE INSTITUTE 33.33 IOTAL 47 EXCEPT AS MAY BE NOTED 3/15
if LONGER SHALL'96 OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 111) -0.' INDICATES LATERAL 00"INO MEMBER IiX4 MIN.)
SPECIES. Apo in MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT SPACED By EITHER 3/8" (MIN) PLVW(=SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PER&LANEN7, AND
IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 5) TOP CHORD SPLICES ARE NOT PECOMMEMOED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' G.t, IMAX). TENIPCIANARY BRACING SHOULD ME DOME IN ACCORDANCE MIT"
,ON DESIGN ARE SASE 0 ON THE LATEST E017ION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUMLICATIONS.
TIONAL DES I GN ST ANDARDS PUBLISHED MY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: USC 2342. FHA TCS 20tA. SOCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COWTINUDuSLVI5) THIS DESIGN COWOF46'TO CURRENT In DESIGN SPECIFICA-
FORE ST PRODUCTS ASSOCIAT ION 7251. BOCA FILE 86-125 SPACED By EITHER 3/6" (MIN.) PLYWOOD SHEATHING. 2/2' TIONS FOR METAL PLATE CONNECTED MOOD TRUSSES AND
21 THIS DESIGN 'S BASED a"CLARY CONNECTOR PLATES ONLY. 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT iG* D.C. QUALITY STA140APOS FOR TRUSSES.
31 CONNECTOR PLATES SI ZES AM BASED ON AXIAL FORCES ONLY. ON THIS DRAWr"r. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 151 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY.
4) CONNECTOR PLATE SIZES ARE CALLED OUT 01 OT" IACAOSS SLOTS) WITH THIS DESIGN 12) INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CAPE SHOULD BE TAKEO"ING SHIPPING AM
By LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TPUSSES. SEE HIII-91 FOR RECOMMENDATIONS
SIZE CALL OUT IS THE DIRECTION OF THE PLATE LENGTH- IDENTICAL LOADING AN13 CONFIGURATION
-CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-REPETITIVE MEMBER STRESSES HOT USED.
-ADDITIONAL PLATING FOR MAN13LING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOP 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"
*FALSE BOTTOM CHORD INFORMATION
FALSE SOT 12-0-0 ON RIGHT. VERTICAL SPACIW�4-0-0.
USE MIN INWIN OF 2x 4 PLATE FOR FASTENING FALSE SOT CHORD VER71CALS.
USE 3),4 MIN. FOR SCARF ON FALSE SOT CHOW.
TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE aRACED WITH IX4
RUN 3-7-8 4-4-8 6-0-0 4-0-0 6-8-0 CONT. LATERAL BRACING AT :Z/ O,C. MAX SPACING.
1-5-14 02 02 02 74 PLF
Max HeigAt 4-4-3
3640 3700 3540 236#
12 3x4 3x4 3xS
285f
2a5f
12-30
77# 10,
330 1040 640
3xG
113011 t13411
700 [3.5)44% (3.5)44%
4x8
_:=3 3.59 3 C=�-_
3x6 12 12 sits
ZO PLF
3-7-8 4-4-0 6-0-0 4-0-0 6-8-0
#2 02 02 02
1-4-0
24-8-0 Forces(L-A)
BUILDING TYPE: Enctosed Residentiat
CODE: Standard BuiLding Code (SBCC1 1991)
WIND SPEED: 110 ffph
14EAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 739 # 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 #2.
maximum Live Load Deflection of .347" (6/16). index-.422, (L/853)
Maximum Total Load Deflection of .544" (9/16). Index-.441, (L/544)
TRUSS: REV. 4-28-93 (WIND),fr -
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING iPSF) TC LUMBER 24*8" SHV-8
ALPINE ENGINEERED PRODUCTS Inc Vj!OOO 2-0-0 LL Tc 30 2X4 #2 Ds SP ENG. FOFt TRUE TRUSS INC - 5
1801 S. GSW PKWY. 6.4 EIC LUMBER PROJECT: CENTEX 3703 8 & 0 DATE: 18 Doc 1992
GRAND PRAIRIE. TX 75051 -_ OL TC 7 2X4 #2 Ds SP LAYOUT TO: .0
J214) 660-3940 PLATE AREA: INC. FOR STL LL SC 0 WEBS
618 z
MEMBER TRUSS PLATE INSTITUTE 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED 3/15
tj LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINLK)USLY 131 0- INDICATES LATERAL SPACING MEMBER UIXA MIN.)
SPECI ES* M40 j9Z MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/9- iMIN) PLYWOOD SHEATHING. 1/2- t4) INSTALLATION AND ERECTION OF 'THE TRUSS. PERMANENT. No
is OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 5) TOP CNGP0 SPLICES ARE NOT RECOMMENDED TO OCCUR (MINJ DRYWALL 08 SPACING MEMBERS SPACED 10' O.C. (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITM
FOR OCSI GH ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND EAEC710M PUBLICATIONS.
TIONAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA 7CS 2014. SOCC it) ALL COMPRESSION CHORD MEMBERS ASSUMED TO SE CONTINUOUSLY151 THIS DESIGN CONFORMS TO 01JARENT TPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION, 7251. BOCA FILE 06-125 BRACED BY EITHER 3/0" IMIN.) PLYWOOD SHEATHING. 1/2* TIONS FOP METAL PLATE CONNECTED WOOD TRUSSES AND
2) THIS DESIGN IS 13ASED ON CLARY CONNECTOR PLATES ONLY. 0) THIS TRUSS HAS BEEN DESIGNED FDA THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16* O.C. QUALITY STANDARDS FOR TRUSSES.
31 CONNECTOR PLATES SIZES ARE 13ASED ON AXIAL FORCES ONLY, ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX), UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAV BE CUT OR MODIFIED IN ANY WAY.
41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) INDICATES GEARING LOCATION. 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING AM
BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICAaLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MID-91 FOR PECOMMENDAT IONS
SIZE CALL Of THE PLATE LENGTH. IDENTICAL LOADING AND CONFIGURATION,
— -_9?_ FED
-CONFIGURATION AND 70ADIWG CITI BY FABRICATOR
-REPETITIVE MEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-THIS TPAJSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE
PREVENTION OF PONOING MUST BE MADE AND IS NOT THE RESPONSIBILITY
OF THE TRUSS FABRICATOR OR CLARY.
-AN71CIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .2"
-FALSE BOTTOM CHORD INFORMATION
FALSE SOT ILI-0-0 ON RIGHT. VERTICAL SPACING-4-0-0.
USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE SOT CHORD VERTICALS-
USE 3xA MIN, FOR SCARF ON FALSE BUT CHORD.
TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE SPACED WITH 04
2-4-8 CONT. LATERAL BRACING AT D.C. MAX SPACING.
RUN 3-7-8 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
2300 2960 3011 2660 2360 list
1� 4
12 211#
6 3x4 3x4
X
A 3x6 VU
'I0
3xG
1� 96# 1 410 a
33# 1050 62#
1xio 1132#
1132#
3x8 (3.5144% (3.5)44%
==3 3.59 3 C::=.- 3x4
3x5 12 12 airs
20 PLF
3-7-0 6-2-12 4-1-12 4-0-0 6-8-0 1
1-4-0
24-6-0
FOrCeSIL-14)
BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 so
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 7,35 # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DIEAD LOADS SHOW 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/573)
Maximum Total Load Deflection of .69' (11/16). Index-.559. (L/429)
RECOMMENDED CAMBER: .38"
�> REV. 4-28-93 (WINDW
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 24*8* SHV-6
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL Tc 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC
180t S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 8 & D DATE: 18 Doc 1992
GRAND PRAIRIE. TX 75051 6.4 OL TC 7 2X4 #2 N SP
1214) 660-3940 PLATE AREA: C-rNC-.-FUq-STL LL BC 0 WEBS LAYOUT 10:
582 33.33 OL BC 10 2X4 #3 SP ADDRESS: 0
SCALE
MEMBER TRUSS PLATE INSTITUTE 225 h.S. 10 1 AL 47 EXCFPT AS MAY BE NOTED 3/16'
11 LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSURED TO BE CONTINUOUSLY 13) 0' INDICATES LATERAL BRACING MEMBER (t)(A NIN.1
SPE IES. AM t9%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8- (MIN) PLYWOOD SHEATHING, 1/2- IA) INSTALLATION AND ERECTION OF THE TRUSS, PEPAW4ENI. AND
is OF "IGhEA ALLOWABLE STRESS VALUES- ALL VALUES USED 81 TOP CHORD SPLICES ARE NOT RECOMMENDED 70 OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0 C, fKAX), TEMPO~Y AN"CING SHM"BE DONE IN ACCORDANCE WITH
FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. &OMNI TPI BRACING AND ERECTION PUKICAIIONS.
TIONAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 7) V-2000 APPROVAL NUMBERS: USC 23,42. FHA TCB 2014. SOCC III ALL COMPRESSION CHORD MEMKRS A594MEO TO Of CON71NUOUSLY15) THIS DESIGN COMFORMS TO CURRENT TPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION, 7251, BOCA FILE 96-125 SAACED By EITHER 3/6" IWIM.) PLYWOOD SWATHING. 1/2' TIONS FOR METAL PLATE CONNECTED 0000 TRUSSES AND
2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. Ot THIS TRUSS HAS BEEN DESIGNED FOP THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16" D.C. QUALITY STANDARDS FOR TRUSSES.
31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS N07CO OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY.
41 COP44ECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN J2) INDICATES BEARING LOCATION. t71 SPECIAL HANDLING CPAE SHOULD OE TAkEN DURING SHIPPING AND
BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF IPUSSFS. SEE H19-91 FOR RECOMMENDATIONS
SIZE CALL OUT JS THE DIREC71ON OF THE PLATE LENGTH, IDENTICAL LOADING AND COWIGURATION. -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 PONOING MUST BE MADE AND IS NOT THE RESPONSIBILITY
OF THE TRUSS FABRICATOR OR CLARY.
-ANTXCIPATEO HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .2'
4,-FALSE BOTTOM CHORD INFORMATION
FALSE SOT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0.
USE MINI" OF 2x4 PLATE FOR FASTENING FALSE BOY CHORD VER71CALS.
USE 3x4 MIN. FOP SCARF ON FALSE SOT CHORD.
TRUSS BOT70M CHM ABOVE FALSE BOTT004 CMDPD"I BE BRACED WITH lx4
CONT. LATERAL BRACING AT D.C. MAX SPACING.
RuN 3-7-8 3-10-4 A-1-12 4-0-0 3-2-4 3-5-12 74 PLF
J-5-14 F
Max Height 3-4-3
2300 296f 3010 266f 2360 list
41 4- 4
12 2tif
a 3x4 3x4
3XG Al
R
12/3t
960 1 41 elf
"L 620
3x6 A.
330
? t t
.7xio 0 g/ I 1132f
3xa J1320
(3.5144% 13.5)44%
3 tz- 3x4
3x6 1z 12
20 PLF
3-7-0 6-2-12 4-1-12 4-0-0 6-8-0
1-4-0
24-8-0
Forcesti.-R)
BUILDING TYPE: Enct0ted Realdentlet
CODE: Stwx1ard BuiLding Code (sBccl 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 139
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: �V57 0 AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: I Maximum deflection occurred at bottom joint #3.
Maximum Live Load Deflection of .44' (7/16). Index-.535, (L/673)
Maximum Total Load Deflection of .69* (11/16). Index-.559, fL/429)
RECOMMENDED CAMBER: .38"
rt--1 REV. 4-28-93 (WIND) *_.r'
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 24'8' SHV-6
ALPINE ENGINEERED PRODUCTS Inc 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC
1801 S. GSW PKWY, V2000 2-0-0 LL TC 30
GRAND PRAIRIE. rx 75o5i 6.4 OL TC 7 BC LUMBER 2X4 #2 N SP PROJECT: CENTEX 3703 8 & 0 DATE. IS Dec 1992
(214) 660-3940 PLATE AREA: 97rN _FM L LL SC 0 WEBS LAYOUT 10,
502 OL Sc to 2X4 #3 SP ADDRESS:
5 h.S. TOTAL 47 EXCEPT AS MAY BE NOTED 3/16
MEMBER TRUSS PLATE INSTITUTE 22 33.33 SCALE: