Permits 1554 Linkside Dr (vault) ADDRESS /5 Y
BUILDING PERMIT NUMBER
INSPECTIONS: FOOTING
UNDER SLAB PLUMBING
SLAB
F RAM I N G
COVER-UP
INSULAm T
FINAL BUILDINg
CERTIFICATE OF OC'CUPAINCY
ELECTRICAL PERMIT #
INSPECTIONS ROUGH
FTNAT
MECHANICAI� PERMIT
PLUMBINC, PERMIT
NOTES :
ADDRESS-
BUILDING PERMIT NUMBER
----------
INSPECTIONS: UNDER SLAB PLUMBING
--------------
FOOT I NG-
SLAB
FRAMING
COVER-UP
INSULATION-6 -3
FINAL BUILDING
CERTIFICATE OF OCCUPANCY
ELECTRICAL PERMIT #
---- -----------
INSPECTIONS RbuGH
FINAL
- --------------------
MECHANICAL PERMIT #
PLUMBING PERMIT #
.................
NOTES:
DIgTY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 08-00001049 Date 8/06/08
Property Address . . . . . . 1554 LINKSIDE DR
Application type description RESIDENTIAL ADDITION/ALTERATION
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 6012
----------------------------------------------------------------------------
Application desc
REPLACING WINDOWS
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
VESOTSKI , JOHN L. SCHNORR HOME IMPROVEMENTS
1554 LINKSIDE DRIVE 6928 PHILLIPS PKWY. DRIVE N.
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256
(904) 262-1517
--------------------- Structure Information 000 000 ----------------------
Construction Type . . . . . TYPE S-A
Occupancy Type . . . . . . RESIDENTIAL
Flood Zone . . . . . . . . ZONE X
----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT
Additional desc . .
Permit Fee . . . . 65 . 00 Plan Check Fee 32 . 50
Issue Date . . . . Valuation . . . . 6012
Expiration Date . . 2/02/09
----------------------------------------------------------------------------
Special Notes and Comments
*2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS .
2004 FLORIDA BUILDING CODE - RESIDENTIAL.
2005 NATIONAL ELECTRICAL CODE.
*REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING
DEPARTMENT IMMEDIATELY.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 65 . 00 65 . 00 . 00 . 00
Plan Check Total 32 . 50 32 . 50 . 00 . 00
Grand Total 97 . 50 97 . 50 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH 08 -
800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233
OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845
BUILDING-DEPT@COAB.US
BUILDING PERMIT APPLICATION DUVAL COUNTY
,�,'-1.JOBADDRE
Z'VXUATI
1,Vt ,, "0
�1,14de br( Atlantic Beach, FL 32233 t"? 00 oy
I ilpqpw Vssm
4.LEGAL DESM"ONIR�; % TEWS Z114s--�M"
El NEW BUILDING 0 DEMOLITION ;6RESIDENTIAL
LOT/A BLOCK_SUBDIVISION 5,-IUd Zlqk5�� 13 ADDITION 0 CONVERTING USE Q COMMERCIAL
T ERATION 11 ACCESSORY BLDG.
I
P--=t*�9dd X)(-rYP- Veiwae-I.Qe 5 13 RE-PAIR [3 POOL/SPA OYES 13 N/A
e-�tv(,1J4X old Vckly w(ft w3 Q E -0 OTHER 0
OWNEftgfff VQW r, Z
_q"Wt�1""P"V4 _ftACT0RgVP*A§FW' NO
9.NAME: 15.COMPANY NAME: COMPANY NAME:
PDS, Inc. E-awrence E Bennett PE
AM
11.N% 24.LICENSEE NAME:
J-,q�v, vesotxk/ L Wr Ce
Lawrence
lip D.Schnorr 7 Bennett
10.ADDRESS: 17.STATE QF F I CE E 0.: 25.STATE QF fLORIDA LICENSE NO.:
CRC04 1bb44
18.ADDRESS: 26.ADDRESS:
6928 Phillips Pkwy Dr N PO Box 214368
A-J-(, (3ak, F1, 3�;�3 3 Jax,Fl. _ 32256 S.Daytonal-Fl. 32121
11.QFRGE PHONE: 12,FAX NO.: 19,OFFICE PHONE: 120.FAX NO.: 27.OFFICE PHONE:
,-)�Ll t S 3 q 3 904/262-151f- 262-1436 386/76-7-4774V'8'6'/T6: 7-6556
13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE:
14.EMAIL ADDRESS: 31 94AIL ADUFFESS,
t 8ftAfff'Mrellsouth.net er)peLdbe*llsouth.net
r,#4 "W"WN49 ttol 110 W—
MIA: 9m, 711
31.NAME: 33.NAME: 35:NAME:
32.ADDRESS: 34.ADDRESS: 36.ADDRESS:
Application is hereby made to obtain a permit to do the work and installations as indicated. I Certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this
jurisdiction. This permit becomes null and void if work is not commenced Within six (6)months, or if construction or work is suspended or
abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for
Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, AJr Conditioners,etc.
OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance With all applicable
laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and
prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law.
WARNING TO OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Signed: b6tk, Ira Date: 712-40(3 Signed Date: kiv be
Before me 41;V day of 2007 in the county of E efore e this day of QcP ,28ff in the county of
Duval,State of Florida,has personally appeared Duva, tate of;F�Iorida,has personally appeared
--004, fc�rvrr
herin bKhl-.e�lferself and affirms that all statements and declarations are herin by�Imself/herself and affirms that.11 statement' felt
true and accurate. true and accurate.
Z
County of Notary Public at Large,State of_ 0
Notary Public at Large,State of
Personally Known 9!�Personally Known >
El Produced Identifinatindl 0 Produced Identification-
- d - /'
Notary Signature: owil 1p 2.Hu S ignatt r-4-milleffil
—1�ly VULJII%.;-alule Of t-lorida RIMMED FOR r(h
21,20018 CE
794 Crff OF ATI A 'Ift
fill H
ci.ea,j
t r SEE PERMITS FOR ADDITIONAL
rK!tJI!Y. liGU1411 ryAssn.
REQUIREMENTS AND CONDITIONS.
COAB FORM BLDG01:REVISED:17JI
-t REVIEWED BY:Al �11— DATE:
03/13/1998 12:56 9e42415343 SUZANNE VESOTSKI PAGE 02
MAP SHOWING BOUNDARY SURVEY OF
LOT 144 - BLOCK AS SHOWN ON MAP OF
54 ff,4 VA 4/A/95/404F I—INIT 4?
AS RECORDED IN PLAT 1300K 47 PAGES RS-9-ff OF THE CLIFIRENT PU13LIC RECORDS OF DUVAL CO.. FLA.
FOR: CACAITCX qOls-feS C49RAD
NOTE, BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT.
c),,c oov;r. zor /, 54fcr,,o,,v 17,
,567 ! 45 - 00"jE
ae-,
50- 0,
peat fv< v--1 yl id"',
A't
hi
44 i3locke'i
14
7-41F.
45 Od;iv
Q
iol�646�-
./00 07'
70 Pr
p RX c'q:30,
At /1 � Z627'-W
A:
D Ve
RI
4T,-t:s4dj/ XX —ryp,-- I,icc; I&S.'r do ais
Pbs,trom
SCHNORR I
SM PHUM PARKWAY OR IL
JPOMONVla FL 32250
�,Oo
vv/,
Pv--m4o,,e
-Tosufx4e,d r-lafl
_.'Ll -%3:cy� Aegma
I PO M pi . 7-7
CITY OF ATLANTIC BEACH PRODUCT APPROVAL N SIREET
Project Name :_ Va-!E� Permit#
ProjectAddress :
ki
As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and
product approval number(s)for the building components on the following pages as applicable to the building
construction project for the permit fisted above. You should contact your product supplier if you do not know the
product approval number for any of the applicable listed products . Information regarding statewide approval may be
obtained at :
In addition to completing the following list of manufacturers, product description and State approval number for the
products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of
each manufacturer's printed instructions, along with the list, on the job site available to the inspector.
The products fisted below did not demonstrate product approval at time of plan review. I understand that before
these products can be inspected, they must be submitted for review for code compliance and approval by a Plans
Examiner. This form will be revised to include each new product in the categories listed on the following pages and
will be highlighted to indicate the new products and required information.
Authorized Project Agent lip
(Contractor or Design Professional) Print Name) (Signature)
Company Name : PDS Inc. dba Schnorr Home IMprovements
Mailing Address : 6928 Phillips Pgdg�Lay Dr. N.
City : Jacksonville-State : Florida ZipCode : 32256
Telephone Number : ( 904) 262-1517 Fax Number : (904)262-1436
E-Mail Address : schno bellsouth.net
- gA&_
PDS Inc.
Sd6e)m Nome 7tnpwvement6
Category/Subcategory
Manufact-18 Product Description Limitation of Use State#
EXTERIOR DOOR
Guardian/Prime Door Custom Window Aluminum Prime Entry FL 161.1
Systems Inc. Door
WINDOWS
1. Horizontal Slider Custom Window 6200 series Aluminum FL153.1
Systems Inc. Horizontal Rofler
Window XX type
2. Fixed Custom Window 4000 series Aluminum FL149.1
Systems Inc. Fixed Window
#f INSMLAtO
ly DISEPS solm As Ro'D lurN V:01�- 1/4'PAX
(SEC Votes) $1111i IPACE 01 1 Ck-ItKi
CKLMAC
AS Aco'�
Mot,KITES;
SM4 lPA'E—,
humik.14 SMEt,
mCmICA By%Kps
W,-.'kAVf KAD VIDT- CAJ.K Hivrot
te It"S'ALLAIlm Maq ft,ANIC&
SCREW ANCKA 0CLOSURZ
EXIEP'lop "Clfwt
11 rAW*X-t MAURIA,ALLN"ALLEY A"l.
V C"K VE'41141 VCR FLANGE I hrAI)t A43S V1114.41C4
C"K.AP-.jC&',IDh OF CAkLXS&St&.ANTS"I COHPLY Wlh
SEALAN7 bML-.ACTLlRCRS REM494AMNS
J)$0 f'&STALLATIQN SCREW WICRS I KAD i JAMIS—�K
=9 PLACED J11FRM CORK4$&24'D: 94X 48 SCRM IC X Mt-
K1,04T (9 At CA. (WA&(1)AT X4tlel.!STRIXE PLATE Q-)AT
CltlhbAtCAL L=X ST011 PLAX
4)3116'0:4.C04CAielt WO A1*011 I SU"T K 7
turFICIENt LEW-TO ACAICVC KN CKSE04th! Or 1-1/4'INtO
D,tIll0?4&L MOO! JAPCONS TO It 6-rfCH CCR."L 24-'It,HAX
m";lmc SU A WDAY OR CUPETr.W kLEYVAUC SPACIW.JIMED-fil
5)Ir GLASS 14 cmuYED GOO v"T IC T(HP&RC"Z INS�LATINa
GLASS AND SIKtLC GLAZING AIC OVIALIfIt!)
PERK'[P IN&F. A)W14 At K01 At 9404 14TAILLA1011 MCM Vill INC
ol IITKP.S IE4RjljG SIQ4 9,4X,ALLEWAKI!SHIN SIKK t0 IK 114'�W st-Ift
v"rge SMACC is GREATER to�AN V16*1
1)WAdAtim,4%Sim Hitam ivAtIrs yttH the rwow
ME'
4 L
4 A
1 4 4 A LLV AjaN
�4' VIEWED :'R01M EXTERIO- C!
CUSTOM wiND6w SYSTEM, INC.
.'Jumo OCALA, FLORIDA
_qIv,tv sr, Itil,
IN MOCK OR o"AS11\4f
DEE'N PRESSURE It"t, 3UARDIAN DOCA INVALLATION DET41L
"M Re UR 31:6'MA,'4fCZH IN ALUMNLM PCRCF ENCLLISURE
CAPACITY t50.0 PS'F CRN -'- 4/2a/,,,E
xvat
(wag
lj=%pit CIVIL N'T'S'Ti4 146.'solill
na* 47182 LOTCk I" I or I j
'iw�qw,%tv cw.m it—:r k 0,#on VIA ftw"�wil"it
___-'_---___-_�_________-__-_-____-___________-___--______--�—_-_
NOTES owCOMPARATIVE ANALYSIS uANCHOR CALCULATIONS:
Win Win Across Across Prtosure Pressure
1DERIVED FROM TESTED UNIT,TEST REpoRTwwCTL-o10-uesx-1.
&h Jamim
TESTED UNIT WAS':wQ.7o^x72".USING ANNEALED GLASS. .
NEGATIVE DESIGN LOADS BASED OmCOMPARATIVE ANALYSIS(po0aGLASS
CHART FROM ASTM e'1uVo.
POSITIVE DESIGN LOADS BASED ON COMPARATIVE ANALYSIS(pnV&W^X.WATER
TEST PRESSURE.
THE QUANTITY OFANCHORS ARE FOR EACH SIDE,NOT TOTAL QUANTITY.
(6)ANCHORS ATTOP AND BOTTOM OFINTERLOCK ARE 2TOTAL.ONE ANCHOR AT2"
FROM EITHER SIDE DFCENTER INTERLOCK,ONWIDTHS GREATER THAN 42^.
MAX.SPACING*JHEAD ORSILL CORNER|SO^.
MAX.SPACING xTJAMB CORNER}8V^
(9)MAX.SPACING ACROSS HEAD ORSILL|G1*^.
(1U)MAX.SPACING ACROSS JAMBS|Guor.
48.000 54AOO 4 3 -49.58 +35.00 2,D00
2.000 (
EXTERIOR ELEVATION 66AOO 36.000 4 2 -41.65 +35.00 'CUSTOM WINDOW SYSTEMS, INC.OCALA, FLORIDA j4r. 00 0.00 4 3 -35.64 +35.00 SERIES 6200 ALUMINUM HORIZONTAL SLIDING 0 00 0 C300 4 3 -29.70 +29.70 WINDOW GENERAL NOTES FOR 72.000 36.000 6 2 -35.00 +35.00 INSTALLATION INSTRUCTIONS 72.000 72.000 6 ----- NORTH PORT,FL.34286 PHmw23-7pvFAX m1-423-2m
SCREEN
ENCLOSURE_ WINDOW WIDTH
MEMBER
BY OTHERS .125—
MAX.SHIM
MAX.SHIM SPACE
SPACE
CAULK BETWEEN
WINDOW FLANGE
&SCREEN
ENCLOSURE
SCREEN Lim)
ENCLOSURE 71 ig
MEMBER #6 SHEET METAL
By OTHERS SCREW
INSTALLATION
SCREW ANCHOR
WINDOW FLANGE
&SCREEN
CAULK BETWEEN
ENCLOSURE
WINDOW FRAME SECTION A-A CAULK BETWEEN
#8 SHEET METAL MAX,SHIM JAMS WINDOW FLANGE
SCREW SPACE &SCREEN
INSTALLATION 8 SHEET METAL
SCREW ANCHOR SCREW ENCLOSURE
INSTALLAT ON
NOTES: SCREW ANCHOR
(1)THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2004 FLORIDA BUILDING CODE.
(2)WINDOW AND VENT MATERIAL SHALL BE 6063-TS ALUMINUM,
(3)SHIM AS REOD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS.MAX.
WINDOW FRAME—i ALLOWABLE SHIM STACK TO BE 1/8*.USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT.
HEAD (4)#8 x 0.750 SHEET METAL BREW ANCHORS MUST BE USED IN TWO PARALLEL ROWS.ONE ROW IN THE
INSIDE TRACK OF THE FRAME AND ONE ROW IN THE OUTSIDE FACE OF THE FRAME FLANGE.
(6)MAX.ALLOWABLE SPACING OF#8 SHEET METAL SCREWS,WITHIN 6'FROM EACH CORNER,14.ACROSS
B-7
HEAD&SILL,AND 20*ALONG JAMBS.
(6)CAULK BEHIND FLANGE WITH LATEX CAULK.APPLICATION OF LATEX CAULK MUST COMPLY WITH
SEALANT MANUFACTURERS RECOMMENDATIONS.
R
(7) AN APPROVED MEMBRANE 08 MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO VF
WINDOW CONTROL GALVANIC CORROSION. A A
HEIG (8)IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART,USE THE NEXT SIZE LARGER WINDOW FOR
ANCHOR QUANV.
(9)GLASS THICKNESS MAY VARY PER ASTM E-1300 GLASS CHART REQUIREMENTS,SINGLE GLAZED SHOWN,
INSULATED GLASS ALSO QUALIFIED.
(10)JAMB I SILL CORNERS AND ALL ANCHORS TO BE SEALED WITH SMALL JOINT SEAM SEALANT,
(11)ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.
WINDOW FRAME (12)SEE SHEET I OF 4(GENERAL NOTES)FOR DESIGN PRESSURES(PER COMPARATIVE ANALYSIS)AND
SILL ANCHOR QUANTITIES.NOTE:DOUBLE ANCHOR QUANTITIES FOR#8 FASTENERS PER NOTE#4 ABOVE.
EXTERIOR ELEVATION
CUSTOM WINDOW SYSTEMS, INC.
"Rol
OCALA, FLORIDA
CAULK BETWEEN
WINDOW FLANGE TITLE�SERIES 6200 ALUMINUM HORIZONTAL SLIDING
&SCREEN WINDOW INSTALLATION INSTRUCTIONS IN
ENCLOSURE
ALUMINUM TUBE FRAMING
SCREEN #8 SHEET METAL
ENGINEER:MARK A.SMITH GRAWN BY:MCL DATE!
ENCLOSURE \_SCREW i ---4/03
MEMBER INSTALLATION DISCIPLINE. CIVIL �s ALE: N.T.S. DING,NOCWS-004
By OTHERS SECTION B B SCREW ANCHOR
FL.REG.NO,: REV LETTER SHEET
55511
4 OF4
PREPARED BY FENESTRATION CONSULTING SSRVICES 30il MONAD ST.,NORTH PORT,FL.34280 PH 9414234618 FAX 941423-2420
�q
THESE CHARTS ARE FOR MAX.ANCHOR SPACING OF 11"ACROSS HEAD&SILL,AND 121,ALONG JAMBS. NOTES ON COMPARATIVE ANALYSIS&ANCHOR
CALCULATIONS:
Number of Anchors Des D"I (1) CALCULATIONS DERIVED FROM TESTED UNIT,
Across Across Pressure Presswe TEST REPORT#CTLA-1 113W-1.
(2) TESTED UNIT WAS"0",12a'x W',USING 3/&'
IEk[cad&SID Jambs Nm pos. (10mm)ANNEALED GLASS.
24.000 60.000 3 5 -62.50 +44.44 (3)NEGATIVE DESIGN LOADS BASED ON
4 3 -88.89 +88.89 COMPARATIVE ANALYSIS(pso&GLASS CHART
36.000 0 4 4 -66.67 +66.67 FROM ASTM E-1300.
(4)POSITIVE DESIGN LOADS BASED ON
36.000 54.000 4 5 -55.56 +55.56
COMPARATIVE ANALYSIS(pso&MAX WATER TEST
36.000 60.000 4 5 -47.62 +47.62 PRESSURE.
48.000 36.000 5 3 -74.07 +74.07 (5)THE QUANTITY OF ANCHORS ARE FOR EACH
48.000 48.000 5 4 -62.50 +55.56 SIDE,NOT TOTAL QUANTITY,
48,000 54.000 5 5 -50.00 +49.38 (6)THESE DESIGN PRESSURES ALLOW THE USE
48.000 60.000 5 5 -41.67 +41.67 OF 3/8-1 ANNEALED(SINGLE GLAZED).
60.000 24.000 6 2 -93.33 +93.33
60.000 36.000 6 3 -71.11 +71.11
60.000 48-000 6 4 -60.00 +60.00
60.000 54.000 6 5 -49.38 +49.38
60,000 60.000 6 5 -40.00 +40.00
72.000 24.000 7 2 -88.89 +88.89
72.000 36.000 7 3 -61.73 +66.67
72.000 48.000 7 4 -55.56 +55.56
72-000 54.000 7 5 -49.38 +49.38
72-000 60.000 7 5 -40.00 +40.00
84.000 24.000 8 2 -85.71 +85.71
84.000 36.000 8 3 -63.49 +63.49
84.000 48.000 8 4 -52.38 +52.38
84.000 54.000 8 5 -48.68 +48.68
84.000 60.000 8 5 -40.00 +40.00
96.000 24.000 9 2 -83.33 +83.33
96,000 36.000 9 3 .55.56 +61.11
96.000 48.000 9 4 -48.61 +50.00 E-VAIION
96.000 54.000 9 5 -43.21 +46.30
96.000 60.000 9 5 -38.89 +40.00 CUSTOM WINDOW SYSTEMS, INC.
lot000 24.000 10 2 -81.48 +81.48 OCALA, FLORIDA
108.000 36.000 10 3 -57.61 +59.26
108.000 4&000 10 4 -47.00 +47.00 11TI-l'SERIES 4000 ALUMINUM PICTURE WINDOW
108,000 54.000 10 5 -40.00 +40.00 GENERAL NOTES FOR INSTALLATION
108.000 1 60.000 10 5 -35.00 +35.00 INSTRUCTIONS(3/8"ANNEALED GLASS)
120.000 36.000 11 3 -57.78 +57.78
120.000 48-000 11 4 -44.00 +44.00 ENGINEER MARK A SMITH DRAWN BY MCL DATE, (17/24,10,1
120.000 54.000 11 5 -37.00 +37.00 DISCIPLINE CIVIL SCALE t�T S DWG t4Ocvr---ooe
120.000 60.000 11 5 -31.00 +31.00 PL REG NO 55511 RENY LETTER SHEET
PREPARED BY FENESTRATION CONSULTING SFJWICES 3611 MONADSt,NORTH PORT,FL.34286 PHS41-423-7518 FAX941423-2420
m"NX,SHIM
M E N1[If R WACE
.......... ...... ............
3y M IF-R11
GLA$S
Vv I POVY F L A N G ii AL)LK 135TWEr-N
R 312 Rct Il :4�
-,AULK BE TWEEN
VAN(!0kN FLANGE
LOSURE
&SCREEN
6$HEET&IFTAL ENC110SURE
fNiT'ALLATION MAX SHIM
SCIREtev fv4CHOR 3PACF
6 SHEETMETAL
ickEw a SHEET IOETAL
...........V.1 .....SCREW
3CREWANCHOR �NSTALLATION
i(,REW ANCH()F!
NOTES.
i 1)THIS PPODJCT IS DESIGNED TO COMPLY WITH THE 2001 FLORIDA 66KOING COX.
.2)WINDOW AND VENT MATERIAL SHALL BF 6063-T5 AWMINUM.
-3)SHIM AS REO'D AT EACH SET Or 114STALLATION ANCHORS USING LLIJ\U BEARING SHIMS.MAX,ALLOWABLE
SHIM STACK TO BE 1113.".USE SHIM$WHERE SPACE GREATER 7,HAN WwIS PRESENT.
#8 x 01.750 SHEET METAL SREW ANCHORS MILIST BE USED IN TINO PARALLEL ROWS.ONE ROW IN THE INSIDE
')F THE FRAME AND ONE ROW IN THE()UTSIDE FACE OF THE FRAIAE FLANGE,
�5�MAX.ALL,`ONABLF SPACING OF t,3 SHEET IVIETAL.KRENAiS.WITHIN 61 FRC$1 EACH,00RNER,1 V ACRIOSS HEAD
-,�SILL,AND 12"ALCNG,,(M,1GS,
6)CAULK BEHIND FLANGE WITH LATEX CAV.K.APKICATIONOF LAI E%CAULK IAUST C-1,31PLY WITH SEALANT
MANLIFACTUR�RS RECOMMENDATIONS
�7) AN APPROVED MEMBRANEOP MATERIAL SHALL BE PLACED BETOAtEN ALL DISSIMILAR METk.S T,.,j CONTROL
WINDOIN GALVANIC CORROSION.
8)fl�EXACT WINDOW SIZE IS NOT LISTED IN A14CHIOR CHArT,USE THE NEXF SIZE LARGER WiNCOVVFOR
-ANCHOR QUANTY.
9)GLASS THICKNESS MAY VARY PER ASTM,E-131W GLASS,,'HART REQUIREMENITS.SINGLC GLAZCD SHOWN�
INSU�ATED GLASS ALSO QUAL IF IEO.
Mr, 10)JAMB t SILL�.';CRNERS AND ALL ANCHORS 3 TO BE SEALED VWTH;�MIALL JOINT SEAM SEALANT,A ING.
1 i,'�ALL IN STALLAT ION ANCHORS fvIU S r BE MADE OF A CORR OSION RESISTANT ZviiAT ER)AL OR C 0 T
12)SEE SHEET'OF 8 tGENERAL NOTES)FOR DESIGN'PRESSURES jPER OOMPARAhVE ANALYSJS�AND ANCHOR
)LIANTIT)ECS''.N6Tkz VOLIULE ANCHOB QUAINTMES FOf?98 E6VENERS,PER NOTE Q ABOVE.
"AVI -NIS, INC.
- -K 6C1VE-:EN
AlliNDOVI,i'LANGF .... CUSTOM WINDOW SYSTE
SCREEN 981 N. E. 16th STREET
#8 SHEET METAL OCALA, FLORIDA 34470
'iE-S 4000 ALUMINUM PICTURE WINDMV
INSTALLATION Ser,
ZEN
F-WILL)SURE INSTALLATION IN8TRUCTIONS INTO
11FNIBER. ALUMINUM PORCH ENCLOSURE
MARK A,SMITH
�'IVIL
i5511 OF a
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 - Fax(904)247-5845
ro"11 E-mail: building-dept@coab.us Date routed:
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 4ent review required Yes No .
Build�in�
Applicant: M—nning &Zoning
Public Works
PUb(c Utilities
Proje"ct:
Public Safety
Fire Services
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLIPATION STATUS
Reviewing Department First Review: [ElApproved. FIDenied.
(Circle one.) Comments:
PLA� G
PUBLIC WORKS Reviewed by: M Date:—?'—5_�O
PUBLIC UTILITIES Second Review: DAPproved as revised. DDenied.
Comments:
PUBLIC SAFETY
FIRE SERVICES
Reviewed by: Date:
Third Review: FlApproved as revised. ODenied.
Comments:
Reviewed by: Date:
NOTICE OF COYAWNCEMENT.
State of Tax Folio No.172-3 74 G 3 4-0
County,oTf �LAAAI�r-4�(
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property,and in accordance
with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT.
Legal description of property being improved:
Address of property being improved:
;4 R ew&-C�4 11=7- A
General description of improvements: kedl6av- V#-%X1 0,fg do�
,yX-Tvt-,e
Owner: Z- ,
Address: I Y 6,4 kc,d ;T4—/773a, FZ 3 3
Owner's interest in site of the improvement: --Tz',z;0t2/L—
Fee Simple Titleholder(if other than owner):
Name:
Address:
Contractor: PhiliR D.. Schnorr
Address: 6928 Phillips Pkwy Dr. W JaCkse-invillia-, FL 322S6
PhoneNo: ( 904) 262-1517 FaxNo: (904) ' 262-1436
Surety(if any):
Addreis- Amount of Bond S
1 � Phone No: Fax No:
Name and address of any person making a loan 15�r the construction of the improvements.
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other
documents may be served:
Name:
Address:
Phone No: Fax No:
In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in
Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option).
Name:
Address:
Phone No: Fax No:
Expiration date of Notice of Commence (the expiration date is one(1)year from the date of recording unless a
different date is specified):_
THIS SPACE FOR RECORDER'S USE ONLY Sigoed: Date:
Before rntAis &4 L day.of 4.,� —in the County
of Duval,STaRta f r d has pe onally appeared
o
i�otary Pulliclit Laige,Stat Florida,County of Duval.
Doc#2008205891 OR BK 14601 Page 2136, My commission expires:
Number Pages: 1 Personally Known- X IiWMDA or
Recorded 08/08/2008 at 11:05 AM, Produced Identification:
JIM FULLER CLERK CIRCUIT COURT DUVAL inorr
COUNTY Aug. Is * - ---
RECORDING$16.00 COMM SlOn#DD485180
EWMS: OCE 24, 2009
Bonded Thru Atlantic Bonding r,.,I..j.
4 TRUSS SPECIFICATIONS
FOR
CENTEX 3705 A & C
The numbers listed below are a list of truss specifications for the project named above.
These specifications are attached herewith and have been prepared under the responsible charge
of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida
Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 2 1 H-23.
DRAWING NUMBER DATE
13403 1013 REV 1 5-1-1993
13403 2013 REV 1 5-1-1993
13403 3013 REV 1 5-1-1993
13403 4013 REV 1 5-1-1993
0
13403 5013 REV 1 5-1-1993
REV 1 5-1-1993
13403 6013
13403 7013 REV 1 5-1-1993
13403 8013 REV 1 5-1-1993
13403 9013 REV 1 5-1-1993
13403 10013 REV 1 5-1-1993
13403 11013 REV 1 5-1-1993
13403 12013 REV 1 5-1-1993
13403 13013 REV 1 5-1-1993
1R..
It LUMKII I.L BE OF THE SPECIFIED MINIMM BARITES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY 04 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY is) 0' INDICATES LATERAL BRACING MEMBER (tX4 KIM.)
SPECIES. AND 192 MAXIMUM MOISTURE CONTENT, CA SUCH THAT THE JOINT BRACED BY EITHER 3/8' CMD4 PLYWOOD SHEATHING. t/e' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANIENT, AND
IS OF nIGNER ALLOWABLE STRESS VALUM ALL VALUES USED 61 TOP C"ORO SPLICES ARE NOT RECOMMENDED TO OCCUR (HIM) DRYWALL OR BRACING MEMBERS SPACED SO- 4— 46"J. TEMPORARY BRACING SHOUIA)BE DONE IN ACCORDANCE MIT"
FOP MSIGM ARE BASED ON it*LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENT IPI BRACING AM ERECIION PUBLICATIONS,
'1100&�L DESIGN STANDARDS PUBLISHED 01 TME NATIONAL 71 V-2000 APPROVAL MUIMKRS� U&C 2342. FHA TCB 2014. SOCC III ALL COMPRESSION CHORD NEMMAS ASSUMED TO BE CONTINUOUSLVIS) THIS DESIGN CONFORMS TO CUIRAENT IPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION Mt. SOCA FILE 86-125 BRACED BY EITHER 3/8' (WIN.) PLYWOOD SHEATHING. 1/2' IIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND
2) THIS DESIG"IS BASED ON CLARY CONNECTOR PLATES ONLY. ITT THIS 1"S HAS BEEN DESIGNED FOR THE LOADING SHOW IMINA ORYWALL OR BRACING MEMBERS SPACED AT W 0 C. QUALITY STANDARDS FOR TRUSSES,
31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DAANING� INSTALLATION AM USE SHALL CONFORM WAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY.
Al CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACAIDSS SLOTS) WITH THIS DESIGN 221 28 INDICATES BEARING LOCATION, 0) SPECIAL MM40LING CAPE SHOULD BE TAKEN"INS SHIPPING AND
BY LENST" IALONG SLOYSI AND In[ ORIENTATION Of THE 91 THIS DESIGN IS APPLICABLE TO F*iQqTEFI SPAN TRUSSES OF ERECTION OF TRUSSES SEE hIS-91 FOR RECOMMENDATIONS
_2LU—C&L DUI 15 Itt DIRECTION OF THE PLATE IFMST#I- WENTICAL LOADING AND CONFIGURATION,
-CUW-1—"JLT10N AND LbWI-14GSPECIFI
ADDITIONAL PLATING FOR HANDLING IRUSSES 15 RESPONSIBILITY OF FABRICATOR.
RUN 5-6-4 4-11-12 4-11-12 5-6-4
RuN
1-5-14 1-5-14
74 PLF
Hex Height 5-7-3
12
6
4,
12 3760 3780
6 4.
1930
680 136# 1 360 68#
960'
13.5121 13�512711
3X41 5X6 3x4 20 PLF
7-2-3 6-7-11 7-2-3
1-4-0 21-0-0 1-4-0 FOrCQS IL-p)
F>BUILDING TYPE: Enc ed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 rph
MEAN ROOF HEIGHT: 13#
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT.
MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQAJIREMENTS.
No trusses: 4 Maximum deflection occurred at bottom joint #3.
Maximum Live Load Deflection of .058' (1/16). Index-.082. (L/4345)
Maximum Total Load Deflection of .09* 11/16). Index-.086. (L/2800)
1�� PC 0
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 2110" COMMONS 7
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC. - tZ
toot S. Gsw PKNV. 6.1 SC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PAAIAIE. TX 75051 -STC DL TC 7 WEBS 2X4 #2 Os SP I OF1
1214) 580-3940 -PCATE-AAEK--9 INC—. FW LL SC 0 LAYOUT 10'
MEMBER TRUSS PLATE INSTITUTE lea 33.33 Dt. BC 10 2X4 03 SP ADDRESS: SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED 3/16
0 LUMBER go OF THE SPECIFIED MINIML04 OUIDES. 51 CONNECTOR PLATES SMALL K INSTALLED SYMMETRICALLv ON 101 ALL TENSION CHORD MEMBERS ASSUMED 70 BE CONTINUOUSLY 131 -%*' INDICATES LATERAL BRACING MEMBER I IM.j
SPECIES. 4.6L K19S MAXIMUM MOISTURE CONTENT. OR SUCH THAT INC JOINT SPACED BY EITHER 3/6' 04114 PLYWOOD SHEATHING, 112' 94) INSTALLATION AND ERECTION OF THE TRUSS. PIE)ALMANIENT. AM
is OF"IGkdE ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES APE MOT RECOMMENDED TO OCCUR ORIN) ap�"LL ON SPACING MEMBERS SPACED 10* a C. IWAX). TEMPORARY SPACING SHOULD BE DONE IN ACCOF43AMM MIT"
FOP WS a ON:4 VASES ON THE LATEST EDITION OF THE NA- OIRECTLI ABOVE A 80TTON CHORD SPLICE. UNLESS NOTED OTHERIOISTE. CLOWNT IPT BRACING AM ERECTION PUBLICATIONS.
T1014&L DESHW4 STANDARDS PUBLISHED 81 THE NATIONAL h V-2000 APPROVAL NUMMAS. uec a342. F"A TC9 2014, SAWC it) ALL COMPRESSION CHORD MEMBERS ASSUMED TO ME CONTIMUDUSLY15) THIS DES14N CONFORMS 10 CURRENT YPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION 7251, BOCA FILE 06-125 SPACED BY EITHER 3/8' NIINJ PLYkVW SHEATHING. 1/2' TIONS FOR OCTAL PLATE CONNECTED WOOD TRUSSES AND
2) T141S DESIGN IS BASCO ON CLARY CONNECTOR PLATES ONLY 61 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (WIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16* 0 C� QUALITY STANDAJVS FOR TPIUSSES.
31 CONNECTOR PLATES SJZES APE BASED ON AXM FORCES ONLY ON THIS DRAWING. INSTALLATION AND USE SMALL CONFOAM (MAXI. UNLESS NOTED OTHERWISE. ON NO MEMBER OF THE TRUSS MAY BE CUT 04 MODIFIED IN ANY MAY.
I CV&*CTOA PLATE SI;ES ARE CALLED OUT NIOT14 (ACROSS SLOTS1 WITH THIS DESIGN 12) IM INDICATES BEARING LOCATION. t7l SPECIAL HANDLING CAPE SHOULD BE TAXEN DURING SHIPPING AMID
81 LENGTP, IALOW S1-GTS) AND THE ORIENTATION Of THE 91 THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS
-CONFIGURATION LOADING SPECIFIED BY FABRICATOR
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-THIS TRUSS 15 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.
4-7-0 4-4-0 3-0-0 4-4-6 4-7-8 RUN
1-5-14 74 PLF
max "light 4-10-3 F
zZZ]6 2730 2730
j-, 4. 4.
322# 3220
01 1506
86# 1190 ITS# 060
960, 950'
MW2711
M51273
3114 5XIS 3xa 3x4
20 PLF
9-0-0 3-0-0 9-0-0
1-4-0 21-0-0 1-4-0 Forces(L-A)
BUILDING TYPE: Enctosed Roofdonflot
CODE: Standard Buitding Code (SBCCI '1991)
WIND SPEED: 110 rph
MEAN ROOF HEIGHT: 130
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: CO-c,111) N AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEA LOADS SHOW BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: I maximum deflection occurred at bottom joint 02.
Maximum Live Load Deflection of .057' (1/16). Index-.082. (L/4421)
Maximuo Total Load Deflection of .089* (1/16). Index-.085. IL/2831)
t>Rr-V _H
�,IV
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER T"S: 21*01 H-9
ALPINE ENGINEERED PRODUCTS Inc V 2X4 #2 Ds SID ENG. FOR: TRUE TAUSS INC. -
1801 S. SSW PKWY. _2000 2-0-0 LL TC 30 8C LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct A92
GRAND PRAIRIE. Tx 75o5i 6.1 OL TC 7 2X4 #2 Os SP ZOF)
1214) 660-3940 _PL_ATE_AAEV_9_I_NC__FW1'TC_ LL BC 0 WEBS LAYOUT ID:
MEMBER TRUSS PLATE INSTITUTE 244 33.33 OL 8C to 2X4 #3 SP ADDRESS:
TOTAL 47 SCALE:
EXCEPT AS MAY BE NOTED 3/16
_A_
11 LLAMA SHALL BE OF THE SPECIFIED MINIMUM GRADES- 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION 04000 14EMKPS ASSUMED TO BE CONTINUOUSLY IN 50�' INDICATES LATERAL BRACING NEWA 0X4 MIN.)
SPECIES, AW IOX MAMIMM MOISIURIE CONTENT. OR SUCH THAT THE JOINT BRACED By EITHER 3/9' IMIN) PLYWOOD SHEATHING. 212* 141 INSTALLATION AND ERECTION OF THE TRUSS. PEAMI..T� AND
j5 Of"I"A ALLOWAftj STRESS VALUES, ALL VALUES USED 61 TOP CHORD SPLICES AM NOT RECOMPNE"DED TO OCCUR MINI DRYWALL 00 BRACING MEMKPS SPACED 30' 0 C, IMANI, TEMPORARY GRACING SHOULD OF DONS IN ACCORDANCE WITH
am DESIGN AM BASED ON IME LATEST EDITION OF INII HA- DIFIfCILV ABUVC A SOITON CHINN)SPk ICE� UNLESS NOTED OTMERMISE CURRENT IPI SPACING AM IAWCTION PUBLICATIONS.
IDNAL DESIGN STANDARDS PUBLISHED 91 fit NATIONAL 11 V 0000 APPROVAL NUMBERS U611 a342. fHA YC*P014. SBCC it) ALL COMPRESSION CHONG MEMBERS ASSUMED 10 BE CONTINWUSLvib) I.IS DESIGN CONF~ TO CURKHT IPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 06-125 BRACED BY EITHER 3/9' (MIN.) PLYW1K)C SHEATHING, 1/2* 71014S FOR METAL PLATE CONNECTED 0000 IPUSSES AND
21 THIS DESIGN IS BASED ON CLAW CONNECTOR PLATES OWV 0) THIS TRUSS HAS KEN DESIGNED FOR THE LOADING SHOWN IMIN.1 DRYWALL CR GRACING MEMBERS SPACED AT 16" a c. QUALITY STANOARDS FOR TRUSSES,
31 CON#*C1OA PLATES SIZES ARE BASED ON AXIAL FOAMS ONLY, ON THIS DRAPING. INSTALLATION AND USE SHALL CONFORM IMAXI. UNLESS NOTED OTHIAWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN AW WAY.
4) C0104ECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN fal j8 INDICATES BEARING LOCATION 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AM
: .a:,. (ALONG SLOISI AND TIC ORIENTATION OF THE 91 THIS DESIGN 15 APPLICABLE TO SHORTER SPAN TRUSSES OF EAECIION OF TRUSSES SEE"IS-st Fop sEcommEmATiod
;.L OF IFE FLAIE LENGTH- IDENTICAL LOADING AMC COW IGURAI12N. -COWIGURATION AND LOADING SPECIF
-REPETITIVE 14EMBER STRESSES NOT USED.
-ADDITIONAL PLAYING FDA HANDLING TRUSSES IS RESP014SIBILITY OF FABRICATOR.
-JACKS ARE TO BE 2x4 TOP. 2x4 SOT.
JACKS WITH SPANS GREATER THAN 7-8-14 MUST BE SPECIALLY DESIGNED.
RUN 3-9-9 3-2-8 3-6-0 3-6-0 3-2-8 3-9-8 RUN 1156�5
1-5-14 02DS 020s 02DT; 02Ds 1-5-14 74 74 PLF
Max Height 3-10-3 2x4 2x4 2x4 2x4 I =��
7-41-0 tA_O
1290 129#
12
540# 5e3f 5400
12 4X4 24a# 2480
24al 2481
1300 1300
9"
660 74t# 7410 660
2015# 200#
13.51 SM 13,5158%
axe 4xe 3WO
4S
20
7-0-0 7-0-0 7-0-0 A-0 IA_O
M40 5140
1-4-0 1-4-0
21-0-0
BUILDING TYPE: Enctosed Residentiat
CODE: Standard Buitcling Code (SOCCI 1991)
WIND SPEED: 110 no
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 991/ # AT EACH SUPPORT.
MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: I Truss designed to support 7-0-0 Jack system with Outrigger
Maximum deflection occurred at bottom Joint #3.
Maximum Live Load Deflection of .115' (2/16). Index-.164. (L/219t)
Maximum Total Load Deflection of .18" (3/16). Index-.171. (L/1400)
r-u _` 3 j Jil)
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TIC LUMBER TRUSS: 21'0' H-7
ALPINE ENGINEERED PP40WTS Inc V-2000 2-0-0 LL TC 30 2X6 #1 09 SP ENG. FOFt TRUE TRUSS INC.
1801 S. GSW PKWY. 6.1 BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PRAIRIE. TX 75051 DL TC 7 2X6 #I Ds SP LAYOUT TO:
(214) 660-3940 -VLTTE-`AAEF—CrNC__TW STL LL Sc 0 WEBS 3�1 T
MEmBER TRUSS PLATE INSTITUTE 408 33.33 DL SC 10 2X4 #3 SP ADDRESS: SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED 3/15
11 LUMBER SNALL BE OF THE SPECIFIED MINIMUM SPACES, 5) CONNECTOR PLATES SMALL OF INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHOW MEMBERS ASSUMED TO K CONTINUOUSLY $$1 0' INDICATES LATERAL SPACING MEMBER IIX4 MIN.1
SPECIE& AM ION NAXIMIJA MOISTURE CONTENT. 00 SUCH THAT THE JOINt BRACED By EITHER 3/9" (MINI PLYWOW SHEATHING. f/2- 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND
IS OF HIGHS(#ALLOWABLE STRESS VALUM ALL VALUES USED 61 TOP CHORD SPLICES AIV NOV RECOMMENDED TO OCCUR (HIM) DAYMALL OR BRACING MEMOIERS SPACED W 0 C, 04AXI, IFMPORAPY BRACING SHOULD BE DONE IN ACCORDANCE MilM
- pop DESIGN Am BASED ON IME LAIIII 101110"GO, Itt t4A- DIRCIt� ABOVE A 801 ION ChORD Sft ICE, UNLESS N0190 OTHERWISE CURRENT 10t SPACING AIM ERECTION PUIOLICAIIONS
TJONAL DESIGN STANDARDS PLOLISME0 BY THE NATIONAL 7) V-aOOO APPROVAL NUMBERS LAN; W342, FMA Ice 2014. WC it) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLVIS) THIS DESIGN CONFORMS 70 CLOWNT Ipt DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION 725t. ROCA FILE 16-125 GRACED BY EITHER we" aowi PLvw000 sHEAYNims. 1/2* 1IONS FOR OCTAL PLATE CONNECTED NOW 7AUSSES AND
THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 01 THIS TRUSS HAS BEE"DESIGNED FOR THE LOADING SHOWN (WIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0,C. QUALITY STANDARDS FOR TRUSSES.
31 CONNECTOR PLATES SIZES ARE BASED ON#91AL FORCES ONLY. ON YHIS DRAWING. INSTALLA71ON AND USE SHALL CONFOAM (WAYI, UNLESS N07ED OTHERWISE. IS) NO NEWER OF 706 YAMS MAY BE CUT OR MODIFIED IN ANY WAY.
41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WItH THIS DESIGN 12) INDICATES BEARING LOCATION. 171 SPECIAL HANOLIMD CARE SHOULD BE TWEN DURING SHIPPING AND
81 LENGTH (ALONG;SLOTS$ AND THE ORIENTATION Of THE 9) T�IS DESIGN IS APPLICABLE TO SnOPIEP SPAN TRUSSES OF ERECTION OF TRUSSES SEE hIS-91 FOR PECOMMENDAT IONS
OF IHE PLATE LFNrYIj --LQL0UC&-LMIHG,AND COWI"AIIQN. -COW IGURATTON AND LOADING SPECIF
-REPETITIVE MEMBER STRESSES NOT USED.
-AMITIONAL PLATM F014 HANDLING MESSES IS RESPONSIBILITY OF FABRICATOR.
4-0-0
37 KF
Max "might 2-4-3
t376
12 12
5
690
TOY
TV 3T 6470 3y!
ET 7840 754#
13.51222 13.5)221
04.5 PLF
3x4
4-0-0 4-0-0
8-0-0 BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 Wh
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: IV AT EACH SUPPORT.
MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: I One Half of 7-0-0 Trusses SUPPOPted by Sot Chord
maximum deflection occurred at bottom joint 02.
Maximum Live Load Deflection of .012* (0/15). Index-.044. (L/8000)
Maximum Total Load Deflection of .019' (0/16). Index-.048. (L/5053)
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: BOO' COMMON GIFIDER - t
ALPINE ENGINEERED PPWoucTs Inc 2X4 02 09 SP ENS. FOR: TRUE TRUSS INC.
1001 S. GSW PKIWY. V-"00 2-0-0 LL TC 30
SIC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PRAIRIE. TX 75051 DL TC 7 2XG Of Do SP LAYOUT 10:
4214) SW-3940 -11CATE AAEV--k INC-. FOA-STC LL BC 0 WEBS
Dt. 13C to 2X4 03 SP ADDRESS: SCALE*
MEMBER 70JSS PLATE IN571TUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/2
it LUMBER SHALL,BE OF THE SPECIFIED MINIMUM GRAPES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON TO) ALL TENSION CHOW MEMBERS ASSUMED TO BE CONTINUOUSLY 131 -00' INDICATES LATERAL BRACING MEOeEn (IXA MIN.)
SPECIES. AND 22X MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/9" INIM) PLYOOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS, pERNAEHI. AM
IS OF HIGHER ALLOMAOLE STRESS VALUES. ALL VALUES USED Of TOP CHOPP SPLICES ARE NOT RECOMMENDED TO OCCUR IMI" DRYWALL OR BRACING MEMBERS SPACED 10' a c. IMAX). TEMPORARY SPACING SHOULD BE DOW IN ACCWDANM MIT"
'a,PE IBM ARE"SEP ON THE LATEST EDITION OF THE HA- OIRECTLV ABOVE A BOTTOM CHOPP SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI OPAC114G 00 ERECTION PUBLICATIONS.
SIG
TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL MUMMERS: USC 2342. F"A TCB 2014. SWC oil ALL COMPRESSION C"DRO MEMBERS ASSUMED to a CONTIMAK46LVISP THIS DESIGN CONFORMS 70 CURRENT TPI(XSIQN SPECIrICA-
FOREST PRODUCTS ASSOCIATION ?251. SOCA FILE 46-129 SPACED By EITHER 3/6" INW) PLYWOOD SHEATHING. 1/2* TIONS FOR METAL PLATE CONNECTED NOW TRUSSES AND
al THIS OESIGN 13 GASEC ON CLARY COMMECTOR PLATES ONLY 41 THIS TRUSS HAS KEN DESIGNED FDA THE LOADING SHOWN 04IN.) DqYVALL Oft GRACING MINKAS SPACED AT J6* a C. OUAIIIY STANPAAN FOR IpAjSSES,
11 CON14CIO01 PLATES SIZES ARE DANO ON AXIAL rams Ow" ON THIS DRAWING INSTALLATION AND USE SHALL CONFOAM IMAXI. UNLESS NOTED OTHFAMISE� W NO MINNO OF THE TPUMIS MAY BE CUT OR MODIFIED IN ANY MAY,
*I CONNICIDA PLATE SIZES AA1( VkLED OUT 0101" 1ACROSS SLOTS) MIT" THIS DESION lal INDICATES SEARING LOCATION. 01 SPECIAL HANDLING CAM SHOULD Of jjMCEN"ING S"I INS AND
BY LENGTH TPLO"G SLOTS) AND THE OPIENTATICIN OF THE 21 THIS DESIGN IS APPLICABLE TO S"OPTEP SPAN TRUSSES OF ERECTION(IF TRUSSES W "Is-21 rop FIECOMMENDATIPP
PLATE LEwTh_ WENT (INS
-00NFtGUAAflON AND LOADING SPECIFIED 6V-FABRICATOR
-REPETITIVE 14EMMA STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
RUH 4-0-0 3-0-0
1-5-14
Max Height 2-4-3
74 PLF
It
12
237#
6
1000
cy 4-
fn 3T 640 T
A
3040 3000
13.518X
4x4
2x4 20 PLF
4-0-0 3-0-0
1-4-0 7-0-0 ForCSS(L-P)
BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 no
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 0 AT EACH SUPPORT.
MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ASM FOR BRACING REQUIREMENTS.
No trusses: 3 Maximum deflection occurred at bottom joint #2.
Maximum Live Load Deflection of .003" 10/16), Index-.014, (L/2B000)
Maximum Total Load Deflection of .005* (0/16). Index-.014. IL/16800)
CLARY OIVTSION PLATE TYPE: O.C. SPACING LOWING IPSF) TC LUMBER TRUSS: 7'0* STV8 COMMONS
ALPINE ENGINEERED PAQOUCTS InC V__2000 2-0-0 LL Tc 30 2X4 02 05 SP ENO. FOR: TRUE TRUSS INC.
1801 S. GSW PKIdY. BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oc t 1992
GRAND PRAIRIE. TX 7U51 6.1 _STL_ OL TC 7 2X4 02 Ds SP 50F)
__9-IF ---VOW LL 8C 0 NESS
(214) 660-3940 'WATE'AAFk' &—. LAYOUT 111.
MEMBER TRUSS PLATE INSTITUTE 116 33.33 OL Sc to 2X4 03 SP ADDRESS:
TOTAL 47 SCALE:
EXCEPT AS MAY BE MOTED
1) LUMBER POLL K OF THE SPECIF IEO MINIMUM BRACTS. 51 CONNECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 121 0.' INDICATES LATERAL BRACING MEMBER 0X4 MIN.)
SPECIES. AND HBT MAXjwuM MOISTURE CONTENT. OP SUCH THAT THE JOINT GRACED BY EITHER 3/0" fMIMI PLVWOOO SHEATHING. t/2- 141 INSTALLATION AND ERECTION OF THE TRMS. PERMANENT. AM
IS OF MIGHGP ALLOWABLE STRESS VALUES. ALL VALUES USED 0) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR IMINI DRYWALL OR GRACING MEMBERS SPACED to* 6,C. INAX). TEMPORARY GRACING SHOULD ME DOM IN ACCORDANCE WIT"
raft DESIGN APE BASED ON THE LATEST EDITION OF IME MA- DIRECTLY ABOVE A BOTTOM CMOPO SPLICE. UNLESS 140TED OTHERWISE CURRENT TPI BRACING AND ERECTION PUBLICATIONS.
TIONAL DESIGN STAN""PUSLISHEO GV 'ME Mafia"" 71 V-000 APPROVAL NUMBERS: UOC 2W. FMA 7CM 2014. S&CC IT) ALL COMPRESSION CHORD MEMBERS ASSUMED TO We CONTIMUOUNILVIIII THIS DESIGN CONFORMS TO CLOWNT IF[ DESIGN SPECIFICA-
'FOREST PRODUCYS ASSOCIATION. 7251. DOCA FILE 96-125 BRACED BY EITHER 3/0' IMINJ PLVWOCQ,SMEATMING� 1/2* TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AM
81 ImlS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY of 141S TRUSS HAS INEEN DESIGNED FOP THE LOADING SHOWN IMINA DRYWALL OR BRACING MEMBERS SPACED AT 16' a C. OUALITY STANDARDS FOR TM1UGKS,
31 CONNECTOR PLATE$SjjfS ARE USED ON AXIAL FORCES ONLY. ON THIS DRAWING INSTALLATION AND USE SHALL COHFORM (MAXI. UNtESS NOTED OTHERWISE. ON NO MEMBER OF THE TRUSS WAY K CUT 00 MODIFIED Its ANY WAY,
41 CONNICIDA PLATE SIZE$ARE CALLED OUT WIDTH IACROSS SLOTS) oil" THIS DESIGN I'?) qB INDICATES KAAiNO LOCATION. 171 SPECIAL HANDLING CARE SHOULD W TAKEN"INS SWIPPIND AND
BY LENGTH IALOMG SLOfSI AND THE ORIENTATION OF THE Of I"IS DESIGN IS APPLICABLE TO 5010PTEP SPAN TRUSSES OF ERECTION OF TRUSSES SEE hIB-SI FOR RECOMMENDATIONS
S12F CALL OUT I PLATE LEmIH_ IOLKICAL LOADING AND COW I"ATION, -CONF tGLJAAtION AND LOADING SPECIr
-REPETITIVE NEWER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR.
RIM 7-0-0
1-5-J41
Max Height 3-10-3
74 PLF
237#
237#
0
6411 64#
-11 -11
3020 3020
(3.5102 (3,51 n
Ul
20 PLF
j
1><1
2X4
Forces(L-A)
7-0-0 P> BUILDING TYPE: Enc JoSed Residential
CODE: Standard Building Code (Seccl 1991)
1-4-0 7-0-0 WIND SPEED: 110 Wh
F- i MEAN ROOF HEIGHT: 139
TRUSS LOCATION: (Sfe) area
UPLIFT CONNECTION RECIUIREO: 997 0 AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD SHOWN BELOW
SEE NOTES 10 AND 11 ABM FOR BRACING REQUIREMENTS.
No trusses: 4 mid panel point deflection .4388
L�> P(:kj 5-1-Q r f
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0' MONOS
ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 #2 DS SP ENS. FOR: TRUE TPIUSS INC. -
1801 S. Gsw PKNY- 8C LUMBER PRDJECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PRAIRIE. TX VW51 6.1 OL TC 7 2X4 #2 Os SP
1214) GN-3940 _PCATE'_UWr_FTNt. TUA LL SC 0 WEBS LAYOUT M.
OL ac 10 2X4 03 SP ADDRESS: SCALE:
MEMBER TRUSS PLATC INSTITUTE 40 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/2
I) LUNKM SHALL BE OF THE SPECIFIED MINIMUM GRADES- 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHOW MEMBERS ASSUMED TO BE CONTINUOUSLY III) 3%G` INDICATES LATERAL GRACING NEWBEP (IM4 WIN I
SPECIES AND jqX MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED By EITHER 3/8' tMIN) PLYWOOD SHEATHING, 6/2' 141 INSTALLATION AND ERECIIOM OF THE TRUSS. PERMANENT. AM
IS Of WISN&ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHONG SPLICES ARE NOT RECOMMENDED TO OCCUR ININ) OR�NALL OR SPACING"EMBERS SPACED SO- a..� (MAX). TEMPORARY BRACING SHOULD BE DOME IN ACCORDANCE WITH
FOR DESIGN APE BASED ON INE LATEST EDITION Of THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE� CUP44ENT TPI BRACING AND ERECTION PUBLICATIONS,
JIOKAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 71 V-2GOO,APPPA3VAL"LOMPS: U13C 2342. FnA 7011 2014. SOCC it) ALL COMPRESSION CHONG NENWFIS ASSUMED TO BE COftTINL4)USLrIBj THIS DESIGN COW~ TO CUIW*NT IPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION� MI, BOCA FILE 06-125 BRACED BY EITHER 3/6' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND
a, I,IS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 61 THIS TRUSS 14AS KEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MENKAS SPACED AT tG' O,C. QUAL17T STANDARDS FOR TRUSSES.
3) CONNECTOR PLATES SIZES ARE BASED 04 AXIAL FORCES ONLY. 04 THIS BRAVING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. J61 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN AM WAV�
41 CONIIECTOA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTSI WITH THIS DESIGN tal RB INDICATES BEAAING LOCATION. t7) SPECIAL K44OLINS CARE SHOULD K TAKEN"ING SHIPPING AND
81 LENGTH IALONG SLOTSI AND IKE ORIENTATION OF THE 91 ImIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE"18-91 FOR RECOMMENDATIONS
IICAL L ADING AND CWIGUFIAUat__
-CONFIGURATION WAD LOAD114G SPECIFI 1) BY FABRICATOA
-FIEPETIIIYE MEMBER STAESSES NOT USED.
3-2-8 -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBIL17Y Of FABRICATOR.
Max "eight 3-10-3
X 37 PLF
E_
540
It
t2 650
T',
14,
"to 16150 7340
_T_ -t-
1741# 17280
[3.5150% 13 5149X
503.5 PLF
ForceS It.-P)
BUILDING TYPE: Enc tolled Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 mph
3X4 4x4 14EAN ROOF HEIGHT: 131
TRUSS LOCATION: (So) area
3-2-0 UPLIFT CONNECTION REQUIRED: 110 4 # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
7-0-0 SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: I One Halt of 21-0-0 Trusses SUPPOrt6d by Sot Chord
Maximum deflection occurred at bottom joint Q.
Maximum Live Load Deflection of .021* (0/16). Index-.009. (L/40001
Maximum Total Load Deflection of .033* (1/16). Ind&X-.094. (L/2545)
PC u —5 (7'2� j(n I A
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS, 7'0' MONO GIRDER
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Do SP ENS. FOR: TAM TRUSS INC. -
tool S. SSW PKWT- 8C LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PRAIRIE. TX 75051 6.1 OL TC 7 2XG 01 DIS SP
__F _7FM LL BC 0 WEBS
(214) 660-3940 PLATE_JAEK-__9 9U. LAYOUT 10:.
OL ec to 2X4 03 SP ADDRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE Ise 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/4
I) LL04DEPI SHALL ME OF THE SPECIFIED MINIMUM GRADES, 51 CONNECTOR PLATES S64ALL BE INSTALLED SYMMETRICALLY ON 101 ALt. TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 134 0" INDICATES LATERAL BRACIND MEMBER (IX4 MIN I
SPECIES. AND t9l MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT BRACED BY EITHER 3/9' (MIMI PLYWOOD SHEATHING. 1/0' t4l INSTALLATION AND EREC71ON OF THE TRUSS. PERMANENT. AND
IS OF HIGHER ALLOWABLE STRESS VALUE!k ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR IWINI DRYWALL OR BRACING MEMBERS SPIWD 10' 1— IIAXI. TEMPORARY BRACING SHOULD BE DOW IN ACCORDANCE WITH
FOR DESI GN ARE BASED ON I HE LATEST EDITION OF I�E NA- DIRECTL�ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPt BRACING AND EPECTI(XJ PUBLICATIONS.
TIONAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 71 V-2000 APPROVAL NUMBERS: USC 2342. FnA 7C9 2014. S&CC III ALL COMPRESSION CHORD WJWFIS ASSUMED TO BE COMTIMKIDUSLVI51 THIS DESIGN CONFORMS TO CURRENT IPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 86-125 BRACED BY EITHER 3/6' tMIM.) PLYWOOD SHEATHING, 1/2' TIONS FOP METAL PLATE CONNECTED WOOD TRUSSES AND
a, THIS DESIGN IS BASED ON CLAW CONNECTOR PLATES ONLY 01 THIS TRUSS HAS KEN DESIGNED FOR THE LOADING SHOWN 941M.1 DRYWALL OR BRACING NEMINERS SPACED AT I&- O.C. QUALITY STANDARDS FOR TRUSSES.
31 CONNECTOR PLATES SIZOS ARE BASED ON AXIAL FQ"CES OMV- ON 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�
4) CO!*WCTOA PLATE SIZEf ARE CALLED OUT WIDTH IACAOSS SLOTS) WITH THIS DESIGN 121 IN INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CAPE SHMLD K TAkEM DURING 991PPINS AM
a,LENGTH IALONS SLOISI AND THE MIENTAtION OF THE 91 THIS DESIGN IS APPLICABLE 10 SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE nXII-01 rap RECOMMENDATIONS
C OF THE PLATE LEWTH_ IDENTICAL LOADING AND CONFIGURAIfOh- -COMF ICARATtON AND LOADING SPECIF] 0 BY FABRICAT
-REPETITIVE MEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING T"SES IS FIESPONSIOILITY OF fAIMICAT004,
3-2-4
RUN 7-4-7 6-5-15 6-7-11 4-6-10 4-" 4-0-12 RUN
t-5-14 1-5-14
Max Height 10-7-3 74 PLF
22
IZZI a
>
44
12 A
6 C71
h.40 4190
2127# (3.5)45S3.5)6X
3x5 (3.5130%
4X8 (w(5 20 FILF
Bits
7-4-7 6-5-15 6-7-11 9-3-0 7_3�_O Farces(L-M
1-4-0 1-4-0 BUILDING TYPE: Enclosed Residentfat
37-0-0 CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 mph
KEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 11 AT EACH SUPPORT.
MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 1i ABOVE FOR BRACING REQUIREMENTS.
No trusses: I Special Loading; Aef#r to Loading Diagram
THIS TRUSS ANALYZED NITH PPSA
Maximum deflection occurr#d 50.86* from the left end of bottom panel 04. 2 Mefter$ Required
Maximum PPLive Load Deflection of .162" (3/16). Index-.164. (L/2193) FASTEN TOGETHER WITH:
TOP :Od ZAILS 12'0 C
Maximum PPTotaI Load Deflection of .253* (4/16). Index-.171. (L/1404) DOT Od AILS 12'0:c:
WEB 10d NAILS WO.C.
FASTEN AT OR NEAR ALL PANEL POINTS.
�,>Peu 14-,t (wwr-)) 00 NOT MAIL OR BOLT THROUGH TRUSS PLATES.
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING 1PSF) TC LUMBER TRUSS: 37'0* SPEC GIRDER
ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 02 Ds SP ENO. FOR: TRUE TRUSS INC.
1901 S. GSW PKWY. 6.1 BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PRAIRIE. TX 7w5I OL TC 7 2XG 0 1 Ds SP LAYOUT To:
1214) 650-3940 _KAT"AEA_-._t_IkC_. F0ff_SrL_ LL SC 0 WEBS P)l 3
OL EIC 10 2X4 03 SP ADDRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE 508 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/8
I I LUMBER SMALL BE OF THE SPECIFIED MINIMUM BANKS. 51 CONNECTOR PLATES SHALL BE INSTALLED S�NMEMICALLY ON 20) ALL TENSION CHORD MEMBERS ASSUMED TO K CONTIMXXJSLY 111 .10' INDICATES LATERAL SPACING MEMBER ffX4 w1w)
SPIECIES. AM JBIT MAXIMUM MOISTURE CONTENT. 094 SUCH THAT THE JOINT BRACED By EITHER 319, 414314 PLYWOOD SHEATHING. 1/2. 141 INSTALLATION AND ERECTION OF THE TALCIS, PERMANENT. AND
Is OF "ISHE ALLOWABLE STRESS VALUES. ALL VALUES USED 8) TOP C.OM SPLICES APE NOT RECOMMENDED TO OCCUR 0411411 DRY""OR GRACING"EWERS SPACED 10' 4.C, IMAX). TEMPORARY WkACI"r SHOULD SE DONE IN ACCORDANCE MIT"
ran OES1-U SED ON THE LATEST COITION Of THE NA- DIRECILI ABOVE A BOTTOM CHORD SPLICE. UNLESS"DIED OTHERWISE. CURRENT TPt SPACING AND ERECTION PUBLICATIONS.
lioukt,DESIGN STANDARDS PUGLISPCO BY ME NATIONAL 71 V-2000 APPROVAL MINDEN& UBC 2342. FHA ICS 2014, SACC III ALL COMPRESSION CHORD MEMBERS ASSUIMO TO BE CONTIMUDUSLVIGI THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SPECIFICA-
FOREST PRDDUC I S ASSOCIAT ION 7251. BDCA FILE 66-125 SPACED BY EITHER 3/9" IMIN,I PLYWOOD SHEATHING. 1/2* TIONS FOP METAL PLATE CONNECTED NOW TRUSSES AND
21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY Of THIS 7PUSS HAS BEEN DESIGMEO FOP THE LOADING SHOW (MIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' O.C. QUALITY STANDARDS FOR IRUSSES.
31 CONNECTOR PLA TfS St NS AM BASED ON AXIAL FORMS ONLV� ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. IS) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY.
At CONNECTOR PLATE SIZES AM CALLED OUT WIDTH IACPOSS SLOTS) WITH THIS DESION 12) go INDICATES KAAING LOCATION. 171 SPECIAL HANDLING CAPE SHOULD BE TAKEN MINING SHIPPtH8 AND
.1 111.111 IAL...SLOTS) NO It* OPIENTAtION Of THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPA" TRUSSES OF ERECTION(IF TRUSSES SEE FOR PECOmWmDATIONS
1. IDENTICAL LOADING AHO CONFIGURAY]OH, -COW IGLJAATfON AND LOADING SPeCIF
-ADDITIONAL PLATM FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-FALSE BOTTOM CHORD INFORMATION
FALSE BOT 27-8-0 ON LEFT. VERTICAL SPACING-4-0-0.
USE MINIMUM OF 2X4 PLATE FOP FASTENING FALSE 001 CHORD VERTICALS.
USE 3X4 MIN. FOR SCARF ON FALSE 007 CHORD,
)r, TPLISS BOTTOM DIOPD ABOVE FALSE BOTTOM CtICIFID MLISI BE BRACED WITH 94
CONI. LATERAL SPACING AT 0- D.C. MAX SPACING.
7-1-3 6-6-11 6-10-3 5-2-0 5-4-12 5-11-4 -RUN
1-5-14 1-5-14
Max Height 10-7-3 74 PLF
12
"::Q 6
4450
4960 391#
'Be 9" 4090
20'
6 c;;,
it,
940 floe 560
tooll 203# 1139?t 17tt IF
17;20 13-51491
I T 13,514911
3 3x6
x6
SX6 .A 6 20 PLF
3X4 12 E_
1-2-0
10-4-8 10-1-8 4-0-0 5-4-t2 5-11-4
Forces(L--A)
1-4-0 1-4-0 BUILDING TYPE: Enclosed Residential
37-0-0 CODE: Standard Building Code (SOCCI 1991)
WIND SPEED: 110 wph
14EAN ROOF HEIGHT: 134
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 7GG 9 AT EACH SUPPORT.
MET WIND PRESSURE BASED ON DF�LOAD�S SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: I Maximum deflection occurred at bottom joint 05.
Maximum LiVe Load Deflection of .2t4* (3/16). Index-.173. (L/2075)
Maximum Total Load Deflection of .335' (5/16). Index-.181. IL/1325)
1?�U 5-1-q 3 iw, roitij))
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37*0" SPEC
ALPINE ENGINEERED PRonUCTs Inc v 2X4 #2 D9 SP ENS. FOR: TRUE TRUSS INC.
1901 S. GSW PKWV_ _2000 2-0-0 LL TC 30
6.1 BC LUMBER PROJECT; CENTEX 3705 A DATE: 26 OC t 1992
GRAND PRAIRIE. TX 75051 OL TC 7 2X4 02 Ds SP LAYOUT ID:
1214) 660-3940 __PL_ATE__AMA_- __9_Tkt_�� LL SC 0 WEBS
MEMBER 714USS PLATE INSTITUTE 546 33.33 OL 8C 10 2X4 #3 SP ADDRESS: SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED 1/8
I I LUMBER 401ALL BE OF THE SPECIF[ED MINIMUM SPACES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 20) ALL TENSIDN'ICHOM 04ENWAS A-0 To BE CONTIMUOUSLV t3I 0' INDICATES LATERAL 9PACIN8 MEMBER (AX4 MIN.)
SPECIES. AND ISO MAXIMUM MOISTURE CONTENT. 04 SUCH THAT THE JOINT 90ACED By E THE$%3/9- THIN) PLVOM SHEATHING. t/2* tA) INSTALLATION AND ERECTION OF THE TRUSS. PERMAt*NT. AND
IS Of "IGWP ALLOWAKE STRESS VALUES. ALL VALUES USED 61 IOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR 4NINT DRYWALL an GRACING ME MBEJK SPACED SO- 0,C. IWAXI. TEMPORARY INWING SHOULD BE DOW 1#4 ACCORDANCE With
FOR DESIGN ARE BASED ON THE LATEST fOITIOM OF THE MA- OIRECTLY ABOVE A BOTTOM C"OFID SK ICE. UNLESS NOTED OINERVISE CUt'ft"T TPI OWING AND ERECTION PUBLICATIONS.
,110MAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL MAINERS: URC 2342. FKA ICII 2014. SOCC III ALL COMPRESSION CHOMO OIBMF15 ASSUMED TO BE CONTIML40USLVIBI THIS DESIGN COWORms to DOWNY TpI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION Mi. DOCA FILE 06-125 BRACED ay EITHER 3/s" IMIN.1 PLYWOOD SHEATHING. I/?' TIONS FOR METAL PLATE CONNECTED NOW TRUSSES AND
21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR OWING MEWHERS SPACED AT 16" o.c. DUALITY STANDARDS FOR TRUSSES.
31 CONNECTOR PLATES SIZES AM BASED ON AXIAL FORCES ONLY. 014 THIS DRAWING. INSTALLATION AND USE SHALL CONFORM OIAX). UNLESS NOTED OTHERWISE. IS) NO MEMBER OF THE TRUSS MAY Of CUT OR MODIFIED IN ANY MAY.
4) CONNECTOR PLATE SIZES AM CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN t2) go INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AMC
BY LENGTH tALOWS SLOTS) NO THE ORIENTATION Of led 9) THIS DESIGN IS APPLICABLE TO SHOOTER SPAN TRUSSES Of ERECTION(IF TPLISSES SEE 11111-91 FOR 14ECCNWNDATIONS
SIZE PLATE LEMQTH� IDENTICAL LOADING AND CONFIGURATION.
-CONIFIGURATION LOAD SPECIFIED BY FABRICATOR
-ADDITIONAL PLAYING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .4-
-FALSE BOTTOM CHORD INFORMATION
FALSE SOT 7-0-0 ON LEFT. VERTICAL SPACIMG-4-0-0.
USE MINIMUM OF RX4 PLATE FOR FASIENING FALSE 001 CHORD VERY[CALS.
USE 3x4 MIN, FOP SCARF ON FALSE BOT CHORD
TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED,WITH Ix4
2-7-0 3-3-3 3-4-15 CONT. LATERAL BRACING AT 2' D.C. MAX SPACING.
4-5-0 3-6-11 3-3-3 5-5-0 5-3-4 5-9-12
RUN . - RUN
1-5-14 1-5-14
Max Height 10-7-3 74 PLF
12
1:z:1 6
5A!5 > 327#
'2470
2420 3950
_w
11111 22-27f Milt 3990
12 2480 �204#
15,30
1150 900 89# 12611 1630 ago
0 66#
17t2i
2IL3 57;10 13.5)491
Sue 13,5149%
4 1 4x4 4x4 3X4 3z6
20 PLF
7-0-0 4-7-32 4-4-4 4-6-0 9-0-10 9-5-6 Forces(L-64)
020B 020s #204 @205 #208
1-4-0 2x4 2x4 2X4 2x4 2x4 1-4-0 BUILDING TYPE: Enclosed Resfdantial
37-0-0 CODE: Stainderd Buiidfng Code (SBCCI 1991)
WIND SPEED: 110 wiph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 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 Maximum deflection occurred at bottom joint 02.
Maximum Live Load Deflection of .595' (10/16). Index-.482. (L/746)
Maximum Total Load Deflection of .932* (15/16). Index-.504. (L/476)
RECOMMENDED CAMBER: .51'
T>VIE0 1`15- 1-(7-3
CLARY DIVISION PLATE TYPE" O.C. SPACING LOADING 1PSF1 TC LUMBER TRUSS: 37'0' SPEC A
ALPINE ENGINEERED PRODUCTS Inc V 2X4 02 Ds SP ENS. FOR: TRUE TFIUSS INC.
1001 S. GSW PKWY. _2000 2-0-0 LL TC 30
GRAND PAAIAIE. TX 75051 6.1 OL TC 7 8C LUMBER 2X6 #I Ds SP PROJECT: CENTEX 3705 A DATE: 25OCt 1992
__FK__9T_ LL SC 0 WEBS LAYOUT 10'
J214) GW-3940 -PCATE-AAEK__9 INC. L
MEMNR TRUSS PLATE INSTITUTE 852 33.33 OL BC to 2X4 03 SP ADDRESS. SCALE.
TOTAL nALE:
47 EXCEPT AS MAY BE NOTED 1/8
0 LUMBER SHALL BE OF THE SPECIFIED MINIMUM MUMS. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD 14ENMRS ASSUMED TO BE CONTINUOUSLY 131 0- INDICATES LATERAL GRACING MIEMSE- 11X4 Him.)
SPECIES. AND 192 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/9' (MIN] PLYWOOD SWATHING. t/2' 114) INSTALLATION AND EREC710H OF THE TRUSS. PERMANENT. AND
,IS OF NIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR 4MI14 ORYKALL OR IMACINS MEMBERS SPACED 10' 0 C (MAX). TEMPORARY BRACING SHOULD BE DOW IN ACCOROANVE WITH
FOR DESIGN AP[BASED ON THE LATEST EDITION OF THE NA- OIAECILI ABOVE A BDITON CHORD SPLICE- UNLESS NOTED OTWP401SIE CURRENT TPI BRACING AND ERECTION PLIBLICATIONS.
TION&L DESIGN STANDAPOS PUSLISNED BY THE NATIONAL 71 V-aOOO APPROVAL NUMBERS: U&C 2342. F"A 7CS 201A. SIMCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CDkTlhuDtASLVI61 THIS DESIGN CONFORMS TO CUFWNT TPI DESIGN SPECIFICA-
F091EST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 GRACED 91Y EITHER 1/8" ININ.) PLYWOOD SWATHING. 2/2* TIONS FOR VITAL PLATE CONNECTED M1=TRUSSES AND
21 THIS DESIGN IS BASED OR CLARY CONNECTOR PLATES ONLY 81 THIS TRUSS HAS BEEN DESIC490 FOR THE LOAGPIG SHOWN tMIN I DRYWALL(P BRACING MEMBERS SPACED AT 16* a.c. QUALITY STANDARDS FOR TRUSSES.
31 CONNECTOR PLATES S12JS ARE BASED ON AXIAL FORCES ONLY. Oil THIS DRAWING. INSTALLATION AND USE SMALL CONFORM kAX). UNLESS NOTED OTHERWISE. IN NO MEMBER OF 7#6 TRUSS WAY BE CUT OR AWIFIED IN AW IIAV.
4) CONNECTOR PLATE SIZE#ARE CALLED OUT WIDTH JACAOSS SLOTS1 WITH IRIS DESIGN t2) Be INDICATES GEARING LOCATION 171 SPECIAL KMADLING CARE SHOULD BE TAKEN"ING SHIPPING AND
Ov LENGTH JALOW SLGfS) AM THE ORIENTATION Of THE 91 THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE"10-91 FOR RECOMMENDATIONS
-CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-ADDITIONAL PLATING FOR HANDLING IPUSSES IS AESPDNSIBILIIY OF FABRICATOR.
-FALSE BOTTOM CHORD IWORMATION
FALSE SOT i2-tt-a ON LEFT. VERTICAL SPACING-A-0-0.
USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE 801 CHORD VEPTICALS.
LOSE 3x4 MIW FOR SCARF ON FALSE SOT ChORO.
1" TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD "I BE BRACED WITH IX4
CON7. LATERAL BRACING AT ? O.C� MAX SPACING.
6-0-0 4-2-14 4-6-2 5-5-0 5-3-4 "-12 AM
1-5-14 1-5-14
Max Haight 10-7-3 74 PLF
12
12
18390
1839# (3.5153%
Sixe 3x4 3XG 13.5153%
5X5 -3 4 20 PLF
3X7 12
5-0-0 6-0-0 9-6-0 9-0_10 0-" Faresis(L-44)
1-4-0 1-4-0 BUILDING TYPE: Enclosed Residential
37-0-0 CODE: Standard Buf1ding Code (SBCCI 1991)
WIND SPEED: 110 wfh
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (So) area
UPLIFT CONNECTION REQUIRED: # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING 2EQUIRENEWTS.
No trusses: 8 THIS TRUSS ANALYZED WITH PPSA
Maximum deflection occurred 47.5' from the left end of bottom panel 03.
Maximum PPLive Load Deflection of .42' (7/16). Index-.343. (L/t049)
Maximum PPTotal Load Deflection of .658' (11/16). Index-.359. (L/669)
�' Pev 5-1 -q3
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37*0' SPEC B
ALPINE ENGINEERED PROOWTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC. -
1801 S. SSW PXWV- SC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PRAIRIE. TX 75051 6.1 OL TC 7 2X4 02 Ds SP LAYOUT 10,
laili) 650-3940 WATE AAEA--.— t rNC—. FD"TL LL SC 0 WEBS
NEWNp TRUSS PLATE INSTITUTE 632 33.33 OL 6C to 2X4 03 SP ADDRESS. SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED 1/8
;,Oro!�—
Itro; V* St
"Sint to I V06 ik *0
9*00 O'C� JIA SPECOL 4f I Ito
OIJ-40 ��1�115101
AO-, op wSL OP ;POOS,
00 W Ql:d�� 00 IS vk
'Ama Oolto %* sk ;i.0
ESS SS'CO I– 1%l 'S SP
;#4_1wvgv'NPA
S—
s1w to *%� all -.1:NlSE- Vol 01
v %I% ;�� "JOL11 CA
tit OCOO 'to Ol't 01��I
"Olo - OR V10 'Pt"o L lk 01
SOO- i'wtss ot I A.
'VTOIES as 1001'k.
spi- "A I
001 'ci Ica 20" *of%.
cts 00*600pa.
s"'v 1011 use wal
0 6
14 600 wAtv-
of
.0,0 ISES
(P OJ 0,0 01 a Pic,,f 11,6 ......
�roz� *E0 OE
too' OA-'4w'*s PL%,
A - -2 10 �Os 0, Ito
to it '4 120� f.S
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of 0 'llok Igo,,
SOL's Its,to lve '4 CO I'M IS
as, 004016 I't 01 04
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11 a Oil to"
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5'A5 009#
k3.51 A1%
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SIG fitcto'ed coda
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cm%-
6-6-0 SKIM %10 # 0 gra-0A
3x4 �W– At I Si0ow Zwos-
'Alto 1 0 1 . (so 001
S4 40A OV 1 00 1116
1%)SS 1014 tot SOC
A
IASI S A
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Sol 06.
ppsik ot-,G* pt,331
*11 C4 04 jt2. It. 120AM .0 t
left a %0. 0- .�'q-.; 26
tv%e I'vos - 5 01"C' ilia
10AS leoft . kjl%61* 1,066"
jv(jS AA.?.3 061 t?101
occurroo cool% Of t..iw A C."S O�V- 3305
066 Ost is tot% 0
0, 60 %- Ott joct
twoom pp%YJ '-Oad IV.
"Bosus' pplotal A 2
b I IC ? Os SP
0J.'OnIt4o ?%A #.
to %. -tt 30 or,took , -a*A #3 Sp
%.A- I se 0010
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k*lto 10,60-0 -1r,
"i5sks LO
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OPI 101
V'sl OCO* 11*01 I�K iw T.,
140.1, Oc oo,,titt"
ls' 10 toNcto 'A'MAA' _0 0 *1 bO
ts 'J"A 'v4-*Ss *'Pvto
co go" jC1,10
cjLs 06 co 600 ,so,
SP%,t Oil O'Dita
IA 60* 1, '-OLP1. XOC I'a v COO,-
lol, top 1, OL 0 ze "fop %)SE SkOLL
01 KcAk 06-to'sloit P.-
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"Its.W'p*,-,stoo" 'W�% 'P'A 'Ols'31
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I. a"O-JAV *4 11 AA Of 114
tt"106 i0so cot 11" w
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"E COL"Ot
st
tw
tit#
2A$4
is"
oaf 52#
62# It
63it
00A 199
�v
rjO4 0524
V40 Ir
00
j2 20 PC!
11-6 fort* 199A)
o
OVA
%10 # ;�Evo�
15,60 0
tot, ro, are*
%111AD i�p* V91 1. (So 0010,01 A���Os
ICO 19
(YA
3'.0-0 4PA %co i��.s IE ta ON
%A-0-0
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,I tA
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Ot too ,. t,16061 0 Ott 99*2
60 , Al A. 26
at Jim A..
0,
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defloc o1M 0 .332, k5l%61 10 015 Ok
Oav�jsgf Del or. %,,,, ot attIO
to&0 Is t
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lot& 06 SP Njoul
1480000 ?-IkA SS*
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D.C. Sp *ESS 0'.4 vE 00-tv-0
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up- 0 P, ks
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ac
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S -33 33 joi kL
FELTS OVER li2* PLYWOOD 24' x 2" GUNA
SHEATHING ON PRE-ENGINEERED CARBOARD
PRE-FABRICATED ROOF TRUSSES INSLLATION
@ 244 O.C. 12 1#-4m BAFFLE
5 HURRICANE CLF
@ EACH TRUSS
ALUM EAVE
DRP
R-19
t4SULATION
112' GYP P.T.
BOARD ix2
P.T. 2x6 WD
DOUBLE 2X4 FASCIA
TOP PLATE 3/8" PLYWOOD
SOFFIT
SCREENED
1/2' GYPSUM BOARD VENT
2x2
2x4 WOOD STUDS @
co Ix WOOD FREIZE
I— 160O.C.-INDUSTRY
V_
STANDARD 92 5/86 VAPOR BARRIER
co TYVEK
FLOOR PLAN 8* V&9TICAL
DMENSION SIDING
R-11 INSULATK)N (OR HORZ LP LAP SIDING
OVER OSB SHEATHING
WOOD BASE 1/2*ox 80 LONG ANCHOR
BOLTS @ 6'-0@ O.C.
44 CONC SLAB W/ P.T 2X4 SOLE PLATE
6x6 10/10 W.W.M. OVER SET IN C(WT BEAD
WATERPROOF WEMBRANE OF SEALANT
CARPET FINISHED FLOOR
41 cl :
;o
COMPACT cr
cc FLI FINISHED GRADE
5 8* CONC IN 1 1*
BLOCK
7; 0
;o
16*x8' CONC AII
C:Tn W19 *Al-q
D
Of
o
AV&4icol joti 49
ofk
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plu.0I
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ei-f-cvvkjcA- 109 c P,e�ab
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Ned-
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k"00101, �.Ivn VNSP tlO
Get k�
Mon. Date
\nSpecjAof\oade
\,,Perlov
CITY OF ATLANTIC BFACH
PERMIT APPLICATION REM10DEL, ADDITIONS, OR ALTERATIONS
MOVING,DEMOLITIONS
Cwrier(s) :_
Address:—ff6q LlflKMd-e I-Xt Ve Phone: q1 - 3
Lot # Block or Unit # — Subdivi3ion: R,I va Li n kw�&
'3chnuff
Contractor: L
State License # q I
Address:bq q� pW pkgj. Dr.Aj, Phone No: acc *a-
city <MCKSOV101 State nda Zip Code "Is
Describe work to be done:
Present use of building:
Valuation of Proposed Construction: b 0
Proposed use:
Is 7his an addition?- If yes, what are the dimensions of the added
space: (z ft. X ft. Will the added area be heated and
cooled? A-1 New electrical (or increase) ?
New plumbing fixtures? /Lt) New fireplace? A'� New Heat/AC? A*
SUBMIT TH= ( TWO (RESII)ENTIAL) CLI-WLETE SETS OF PLANS, INCLUDING
S17T PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF C 7, AND
OWNERICONTRACTOR AE7112AVIT, IF 0WRER IS CONTRACTOR.
Vqignature OWNER: L;166t Date: --
Date:
Signature CONTRACTO
Sworn to and subscribed before me this day of 4�-c i L/ Lki 19 le.
RECEIVEDNOTARY PUBLIC STATE OF FLORIDA AT LARGE
kennetli A.Chastai.tj
MAR 1 9 1998
-Y Plllblic,S13te of Florid,
No.CC 600258
City of Atlantic Beach
'I 800�3-NOTAR�
— &Bonding Co...
Building and Zoning
16248
r DEPARTMENT OF BUIL11)[NO'
CITY OF ATLANTIb BEACH'
PERMIT Imo TIM, ION "INPORKATION
LO CeA T
N u:mb4!�r
rmi t
I'DE 'DR TV
2 4,q Address -11554, LINkS
xPe CREEK ENCLOSURE ATLANTIC �' FLORJ'DA 2 2 3'�
TYPe S
s 0
Work' NEW- DE1$r
LEGAL Dr$ I
tr I ON
str . Typo:WOOD FRAt4r
ropose 0j
p ock:' Lot �,J'�r4
�d Use-StNOLE FAmILy Section: 0
Dwe I l'ing$-
0
Subdivision:SELVII
E t Uji
"e 0-00
m o c
p v. 6,it, 4 8 5 2 .0 0
:Total Fe4s:
f 52 .,50
Amount ,j
ga$t
Date
4
Work ERN ENCLOSURE
APPLICATI
01 TION
----------
ON FEES
am*,
]�XR I T
'K
Ae f"Z'g,
d DRIVE
FLORIDA 3223' 411
Phon PX'4 5 3 V
c,
A 0 TION
R E: �'fkpROV
9
92,81-
SON,
FL 32256-15i 6
1 kC0410
Ll
Exp
T�
g giba sl
x1pnoi,
NOTICE-INSPECTIONS MUST BE REOUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
MATERIAL,RUBBISH AND DEBRIS,FROM THIS WORk MUST NOT BE PLACED IN PUB
LIC SPACE,AND MUST BE
CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
*&FAILURE TO.COMPLY WITH, THE MECHANICS' LIEN. LAW CAN'RESULT, IN
T THtPAOPERTY0WNER PAYING TWICE FOR
BUILDING IMPROVEMENTS.99
-: jSS,UfQ ACCORDING,TO APPROVED PLANS WHICH ARE PAR
T OF THIS PERMIT AND SUBJECT TO
fV icABLE PROVISIONS OF LAW. REVOCATION,FOR
Of:A0PL
$9.50 14
ACH
N
Tj ACH,BUILQIN
MENT
RT
J
This instrument Prepared By: 8886
Pg 894
Name Doc# 98064467
Filed & Recorded
Address 03/20/98
09:28:51 A.M.
HENRY W. COOK
CLERK CIRCUIT COURT
DUVAL COUNTY FL
'OPermit No. REC. $ 'BabUdio No.
Ch
co NOTICE OF COMMENCEMENT
,,PTATE OF I(TI
aCOUNTY OF �-)��vo
WTHE UNDERSIGNED hereby gives notice that improvernent will be made to certain real property, and in accordance
COwith Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
cc
1. Description of property: (legal description of property, and street address if available)
150 (,-10 16, VIC DIrl Ve
0
-11'. 1--wr(do (3A�u
V0 1-1 o'('Id ) " 3
Aflknh( bra('
2. General description of improvement:
oJim '-ava) en(-).(,
3. - Owner information A-
A-) 10-V 1-1 'E' 3,16-')
a. Name and add ,Aul h VO ts Ic V L"
ress;
b. Interest in prc,pert�:
c. Name and address of fee simple tit eho�� r�if other'than owner):
4. Contractor:
.a. Nameandaddress: Schnorr Home Improvements 6928 Phillips Pkwy. Dr. N.
b. Phone number: 262-1517
c, Fax number (optional, if service by fax is acceptable): 262-1.�'36
6.' Surety
a. Name and.address:
b, Amount of bond $
c: Phone number:
d. Fax number (optional, if service by fax is acceptable):
6. Lender
a. Name and addxess:
b. Phone number:
c. Fax number (optional, if servichy f)x is acceptable):
7. Persons witl�in the State of Florida designated by Owner upon whom notices or other documents may be served as
provided in section 713.13(l)(a)7., Florid�i,Statutes:
a.Ndrae and addxess:
b. Phone number: 0 0
c. Fax number (optional, if service by fax is acceptable):
,8, ..Inadd.ition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(l)(b), Florida Statutes:
a.Nam6 and address:
b. Phone number:
c. Fax number (optional, if service by fax is acceptable):
9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a
different date is specified)
Sworn to and subscribed before me by \/Signature of Owner
who is personally known to me or produced
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address
Date
Heated Sauare Footage @ $ per sq
Garage/Shed @ $
_per sq S
Carport/Porch t, @ S_per sq f-t $
Dec"-
_p e sq
Patio $_per sq ft
TOTAL VALUATION :
T o t�L-V a I u a t i o n ist
'e 's z ;�.
Remaining Value per thousand
or portion thereof
TOTAL BUILDING FEE s 5 0 0
+ Filing Fee
Fireplaces @ $15 . 00 $
BUILDING PERMIT FEE S
WATER IMPACT FEE $
SEWER IMPACT FEE $
WATER METER/TAP $
CAPITAL IMPROVEMENT Is
SEWER TAP Is
) RADON (HRS) . 0050 S
SECTION H PAVING ( $
HYDRAULIC SHARES 8
CROSS CONNECTION $
SURCHARGE . 0050 8
OTHER $
GRAND TOTAL DUE 5 f-Z
ADDITIONAL PERMITS OR FEES: Mechanical Plumbing
Electric/New Electric/Temp_; Sw�immingPool
Septic Tank Well Sign Finish Floor Elevation
Survey Other
CALCULATIONS and/or NOTESt
03/13/1998 12:56 9042415343 FAGE 02
MAP SHOWING BOUNDARY SURVEY OF
LOT 14J BLOCK -- — AS SHOWN ON MAP OF
5461.-VA 41AI951PE 4/tV/T 4?
AS RECORDED IN PLAT BOOK 47 - PAGES RSISf OP THE CURRENT PUBLIC RECORDS OF C)UVAL. CO.. FLA
POR: C4FIV TeX A�o/*I,-: colleA
NOTS; BEARINGS SHOWN HEREON RE BASED ON THE ABOVE MENTIONED PLAT,
R4.,er (),r 00vr, LOr
67 00-E
-,elVCe '�
Nt
rz
'Z
7A4?45W';w
IN
Al 0 45,od,
0'
apU 4t let'o
'4'v),
OP
10 07'
0 0
119-900 R; !..5?5, 70
C
At 8 26 '- kV
A: 7
'ge
Of.
DR)V,F
RECEIVkM
MAR 19 1998
City Of Atlantic Beach
Building and Zoning
Al j
CITY OF
800 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE(904)247-5800
FAX(904)247-5805
NOTICE
TO: Water Department
FROM: Building Department
DATE:
Please be advised that the final building inspection has been
completed on each of the following addresses and constructlion� water
is no longer needed:
Permit Number Address
.,---.--Si-ncerely,
Building'Department
W06 Tidard
'so t
tt her,,Sta
103�8 of the j,,jce Witil tile
raents Of SectioTt Cture Was in compi
to t req,111 ce t is Ott foll'otVing.
ursttall- co s a For the
a
sued p a r ttse,
tiftcate IS tt ett tion 0
that a c A�ko. - �Nj
This cer tifting CO str pexm� 3,e��a e
code cer ut'l
tating t
ilig
Ola
VIS
US ordinances regli, Ve
\-OC
Vey 015
10,005 P,
'POS I N GOIASP
0\
MAP SHOWING BOUNDARY SURVEY OF
LOT 148 BLOCK AS SHOWN ON MAP OF
5ZZVA LIAW51OR 0VIT ?
AS RECORDED IN PLAT BOOK 47 PAGES *S-958 OF, THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA.
FOR: clelv7EX lq0mles C99R�10
NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT.
^4Rr ar oav�- car /, -5,FCr10Al 17, r0fi%1A1S#1,P Z 5, X,4AIak e5l
AUG 4 199
S C ? 45 00-E Building and Zoning
�CIVW IAI-J. MCF
50-0,
'44
k %3 4S-00 W
/401
7
At of 4.55-0
',4V .
'7 5 -A C,4 sf,,4,EAI r
j
S'l
R: 1..528, 70
P R cy:50. 7
A/ 27"N
So 4, 540,17'
- r of w,4 Y)
IAIK.5 1pe DRIVE
Of
4 19q ell
%OIA
Agc�oowtte O"a IV
fola
.Ned \>\a,
OJL
"),o 109
?()Xe
d,
-O,Nn co ecv%04
i9ope W�og C,
S a'o
k
\Ned-
,'�e o ot OCCO
1\3es. L
\ns9erli I
vN,qecv
A--��,-,'uNVILL.L LLEC.'TRIC AUTHORITY
W�',�-,T DUVAL STh'EET
�'LW�IDA 32202
ii!� FOL.L.OWIN6 FINAL INSPECTION(S) �A' V�E" BEEN MADE AND ARE
�'A CTO W1
0
�2
i,).;e d are the blue copies of the permits. ,
N,� E't�L L.Y,
J I-Lb i N C3 DIVIE31ON
01
10,
00 0
--I.
Ile-
6970ox
T'CIF OUILDIme
Ew
DEPART*
NTIC SFACH
CITY OF ATLA
RMATION
LOCATIOt4 NFO
PERMIT INFOMTI-ON,-,�----
15$4, LIVKSID'g DRIVE
-2,23,3,
Addre,sa
-TLoa
M-i t Number. 910
M I BCH I 4NN I IC&L, ATLN,NT SUCH'i JDA�� 3,
per'mit Type !Dt$d IOW
LVOAL
s's :of work,. NEW 81 o�!k Section,
Lot:
Conrtr .�: Type* WOOD 'FRAME RNq,:
-PA141 LY T own's,
SINGLE: ' � � I . ,I I I DE
Propps6d Pse. Subdi, 18 ida SE
Code v LVA L INKS
D!ke-1 I i ngS,-
kstimated Val'4e: $0 .00
Improv. Co $0 .00
$4*7
Total
Amoun
'A FEE
T I ON, S
gll---o
TION !7,+
$47 .00 ,
PERKTT�
oo s,0 00
WA
I y�
or
X27
le, " 0
DRIVE .
o
k
Addres if, FLORID - WL Fix
A
R�
74
'SO -00
RADON GAS H.R.S.
F0 � RADON �GA
-------- - 00
WAT ER
REA
00.,
N a i�fi e
SEWER T",
s �514 D
$,Q, -0 0
HyDRAuLrc SHARE
T.I.E,: FL 322,57
40,
e
I c �Typ e
�OTHZR
7�
NOTES.
j,"806CY, D 13 FORE POURIM0
E
NOTICE ALL CogCRfETE FORMS AND FOOTINOS MUST89
PERMIT VOID Sl�MONTHS'AFTER DATE10F.ISSPE,
o
BE PLIAC ED IN PUBLIC SPACE,AND MUST BE
THIS WORK MUST NOT
BUILDING,MAtERIAL.RUBBISH ANDDEBRIS FROM
C LEA b UP H AWAY�BY EIT
RE AN6 iOLED HER CONTRACTOR OR OWNER
AW, AN A
""S' LIEN L ESULT IN.
FAI LU RE PLY.WITH THE MECHANIC c
to com
Off
im 1. 1, 11.1, 1 � I 1R v
RT�, G41YIP �O
OWN tR,PAYI NG T WIC E R 9 ILD
fo u IN
TH
ON fo
PERMIT, MAI
jVcMYWATI
�.JBSUFb,ACCORDING'-TO APPROVED' OLANS WHICH ARE PART OF THIS
TOW,
VIOLATION OF:APPLICA0LIi,PR6VISIoNr�OF LAW
TA�
__�r
Lot-
Subd
RTmENT
ACH,BUILDINGDEPA
�77,,
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANITIC 89ACH' FLORIDA 32a33 9�0
APPLICATION FOR MECHANICAL., PERMIT AL*L*.'IN' N'U'M*BE*A*
IMPORTANT — Applicant to complete all items in sections 1, 11. 111, and IV.
LOCATION Street Address: 1554 LINKSIDE DRIVE
OF . 111tsirsectiftiff Sirritils. Between SEMINOLE ROAD And ATLAMIC BLVD.
BUILDING
jSuls-Aivis;on SP.TLVA JJMSIDE. LOT# 148
11. IDENTIFICATION — To be completed by all applicants
In consideration of parmit given (or doing the woA as described in the obtve statement we hereby agree to pe.1c, said -0-4
with the atfaclLed plans end specifications which are 4 part hereof and #in accordance w;tn the City Of Jackson--l'a Otd;oaeces ri-a
of good practice listed therein.
Name of Mischankal Contractors
Ceeksitter (Print) MANDARIN HEATING AND AIR Master cAcA12623
News of
hopeov ca= HAS
s4saturts of Owner L�-- Signature of
sir Autiterized Agent 1 '2 lei Atch;focf or Engineer
Ill. GENKAL INFOR"TION
A. Typ"beating W;
IS OTHER CONSTRUCTION BEING DONE ON
each c THIS BUILDING OR SITE? YES
0 Gres—C3 V [I Natural 0 Control Utility
If YES. GIVE NUMBER Of CONSTRUCTION
13 04 PERMIT 6802
C1 oolw — Specify
IV. MICHMICAL EQUIPMON?TO 15 INSTA40 NATURE OF WORK
(pnevide complatis W of components;oil back of this form) Residential or Commercial
"#at 13 Specs 0 Recessed I& Cln#W 0 Flow Now Building
A;r ComM6.1til.- 13 ltm 0 Central 0 Existing Building
sytem. me I DUCIBOARD lwct""__l-2L 0 Replacement of existing system
M04WAM Capacity 1000 14 Now Installation(No SyStOrn PrOViCUSly ln3t&110d)
0 Extension of add-on to existing system
13 Csolip lownst: Capacity 0 Other — Specify
C] Fine spirinUerv: N umber of k"-A-
93 Elvioster 0 Mealift C3 Es"Isfe THIS SFACS FOR OFFICII US& ONLY
13 Ge"Ise,pumps . -10vinber)
0 —(,%umber) Remarks
0 UR&W proasism
CI swim Permit Approved Do
0 0#W — SWAJ Permit Fee -
1J9r ALL EQUIPMENT
AM CONDITIONING AND REFRIGERATION EQUIPMENT
Can-rft
(j;—
Deserlipltion MO&I Number mainufacturtr n;)Y A=mvlmg -2 &-Z_)
'IVMO TRANE
CONDENSOR TWRO UL 10.0
L) 011
of
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—
\,\speOV
TRANSMITTAL DOCUMENT FOR JEA ,
DATE: -93
The following permits havp: passed "rough" inspection:
Permit No. Address'','
X�2 13
'I A
IRR exlcxxxexxx=xxAxkue*xmpabmxcafxxbhox4mmmi;4=. Please update
your iecords accordingiy.;,� ,
jjj
UItD*NGCLE,RIK
CITY OF ATLANTIC BEACH
/vcb
14
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
I <-<:zv
JOB ADDRM / _I — I DATE
W'f /PIE ;?
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be
made before the job will be accepted
X r,
;50,9-c ey A-z5 ��
.2 - a .C6441e-1z'j /It-dolz-
2? 7__A I-,q K 0
4 klEle� TI/Va 46
It is unlawful for any Carpenter, Contractor, Builder, or other persons, to
cover or cause to be covered, any port of the work with flooring, loth, earth
or other material, until the proper inspector has hod omple time to approve
the installation.
After additions or corrections have been made, call "rNuilding
Department on. Field Inspectors are in the office from—
to 4F-16AX6. Monday through Friday. PLUMBING
ELEC
BLDG
P V
B-4
PRESS HARD-USE BALL POINT PEN
CITY OF
Office of Building Official
REQUEST FOR INSPECTION
0-
Date-6' - A3- t -- Permit No.
Time A.M,
Received
-:57
Job Address Locality
Owner's &Oc&��z Contractor
�BUILDIN CONCRETE C-ELfECTRIC�A , PWM MEC14ANICAL
159 Fooling 11 Rougg tring Bough E, Air Cond,&
Re Roofing
Insulation Slab E Temp Pole E Top Out I< Heating
X Lintel 0 Final E, Sewer El Fire Place
Pre rab
READY FOR INSPECTION 0
Mon. Tues:
A.M.
Inspection Made RM.
Inspector— Final Inspection El
Certificate of Occupancy C
Date
CITY OF
4&4m& Be4cA-0;4u'4&
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received RK
�27XV-
Job Address Locality
Owner's
Name Contractor 0-let
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
raming D Footing E: Rough Wiring E Rough Air Cond. & 0
Re Rooting C Slab E Temp Pole E, Top Out E Heating
Insulation Lintel 0 Final El Sewer Fire Place E
Ix Pre Fab
READY FOR INSPECTION
r,:A:M—
Mon. Tues Wed. 4:�T i.—I. , Friday
A.M.
Inspection Made P.M.
Inspector Final Inspection E
Certificate of Occupancy E:
Dale
CITY OF ATLANTIC BEACH, FLORIDA
Approv"bV APPLICATION FOR ELECTRICAL -PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:, -199,3
IMPORTANT NOTICE:
IN CONgIDERATION OF PERMIT GIVEN FOR nalNG THE WORK AS DESCRIBED IN WE FOLLOWING. WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC REACH ORDINANCES.
/w,
Aovro l;el-e Ale, _zz�I�Ae" 1/�� _-�
ELECTfiICAL FIRM: MASTEll E=J11CIANSIONATURE 'i5:'ccSs1 ..mll�
JOURNEYMA
Aj-te"e
NAME.. -RFD-90X
BLDG.SIZE BETWEENt
RES.V4' APT.( I COMM.I PUBLIC,( I INDUS. I NEW Wt--**"OLD I REW.(
ADDITION TRAILER t TEMP.11 1 SIGNS SO.FT.
SERVICE: NEW 011' INCREASE REPAIR FEE
CONDUCTOR SIZE 112/40 AMPS 1,15ro COPPER ( ALUM.
VMTCH OR BREANER J65 AMPS W1 VDVOLT I- HACMAY_
CEWAV
PH
EXIST.SERV.SIZE AMPS EF W VOLTI RA
FEEDERS NO. size INO. SIZE NO. SIZE
LIGHTING OUTLETS I CONCEALED1 IOPEN I TOTAL
RECEPTACLES I CONCEALE' DI OPEN TOTAL
0.30 AMP9. 31-ioo AMPS.
GWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED 0 100 AMP8,
APPLIANCES BELL TRANSF.
H.P.RATING ATING
AIR
CONDITIONING COMP.MOTOR OiT-Hp-ERA MOTORS EIL HEAT% KW-HEAT
AMPS C
0:1, OVER
MOTORS S No. I Illp. VOLTAGE PHS
".P. VOLTAGE PH
.,MlSrFLLAR5US
CITY OF
4&4#94.0 &440A-0;&"*
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time
Received
Job ress Locality
Owner's L-/
Name (Is' Contractor L �e�
BUILDING ONCRETE LECTRICAL PLUMBING MECHANICAL
Framing E Footing I—! Rough Wiring Rough Air Cond. & E
Re Roofing L-- Slab Temp Pole Top Out 0, Heating
Insulation E Lintel Final Sewer Fire Place D
Pre Fab
READY FOR INSPECTION
A.M.
Mon. -Tues. Wed- Thurs. Friday
-�2
A.M.
Inspection Made —PM.
Inspector— Final Inspection E-,
Certificate of Occupancy E
Date
CITY OF ATLANTIC BEACH
BUILDING PERMIT CALCULATION SHEET
Address q I AJV, L-) /-7—
Date
Heated Square Footage zS_0 @ s 33 er sq ft $
7 _5
$
(,GaragepShed @ $ . .06 per sq tt
Carport)(T zoc�?� per sq ft = $
Deck i
$ per sq ft = $
Patio $ 0 0 -per sq f t = $
TOTAL VALUATION: $ 67
0 (97 $ e) c,
T o t Ton 1st $
3 4/ $
Remaining Value _T_ �Z_per thousand
or portion thereof
TOTAL BUILDING FEE $
+ 1/2 Filing Fee $
Q ) Fireplaces @ $15 .00 $
BUILDING PERMIT FEE s
BUILDING PERMIT $
WATER CONNECTION $ L/So.0 L)
SEWER CONNECTION $ ;z S-0 -0.0
WATER METER/TAP $ 98-,0 0
CAPITAL IMPROVEMENT $ P_S-. 0-
(/S_67) RADON (HRS) .0095 $ 4
(tS-07� RADON (CAB) . 0005 $_.
SECTION H PAVING
HYDRAULIC SHARES
OTHER
GRAND TOTAL DUE $ 0
ADDITIONAL PERMITS OR FEES: Mechanical Plumbing
Elect1,'ic/�1ew__k_- Electric/Temp_L.-�___ ; SwimmingPool
Septic Tank well
Sign_,�LIE7"Finish Floor Elevation
Survey
e r
CALCTJ�,ATIONS andl/rr NOTES*
CITY OF
4&4^& 13"
Office of Building Official
REQUEST FOR INSPECTION
Date -9 Permit No.
Time 41.
Received
i dress /7ocality,
Owner's
Name Contractor
BUILDING CON RETE ELECTRICAL MECHANICAL
Framing Footing Rough Wiring Rough Air Cond.& 171
Re Roofing Slab L Temp Pole Top Out 5 Heating
Insulation Lintel Final Sewer Fire Place
Pre Fab
READY FOR INSPECTION
CZ5
Mon. Tues, Wed. QLUIS1,1 Friday—.PM,
XK
Inspection Made
lnspector—�� Final Inspection
CertificatE of Occupancy E
Date
- ~
/—
D AT2;
P8E-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
23�
WEST DUVAl. STREET
JACXSO0VILLF., FLORIDA 32202
|
^ .
,
THE FOLLOwIN6 FINAL INSPECTION(S) HAVE BEEN MADE Alit) ARE
5�TI14 FATOHY : '
-- --- -------------------------------------------------
| '
- ---- -------------------------------------------------
�nclosed are the blue copies of the permits.
'
8UI,.DING INSPFL7IO0 DIVISION
cc : FILC
`
�'AW3i44
6852
Of
CITY OF ATLANTIC EACH
PERMIT INFORMATION
�gqmbe r LOCATION INFORMATION --------
685-2 1 9 1 1 - i
1564 LINKSIDE D
Address RIVE
ATLANT I C B, EACH, FLORIDA 32233
Iasi 64, �,:Work�.- NEW
LZOAL DESCRIPTION -----
Ty 0! WOOL) F RJW
Sect i t.,m -a
BI o ak
Lot *
d',Ose, SINGLE FAMILY
Tovnship-,
S". RNG- 0
1 Code,: 0
SELVA-LINKSIDE #2
ue � so ob
gs tiWi
V a I
Im' 'prbv. , Cost:
$5�7
-00
Amouni
TON, vi
APPLICATION FEES
PERMIT, $57 .00
A, Addr 001
DE, DRIVE
eg IMPACT FEE so .00
!or, I H,, FL
FEE
2
mv
- �11 C'4c i7w
RADOO GAS-H.R.,S
$0. 00
C FORMATT 't ,
RADON GA s 5% $0.00,
-Name, Q-N IS PL
WNTER1, TAP
d d f e�i"i i,-, 4�O 2 9 DING BLV
D
SEWER .TA
P
J A, Y,-S IL4E PLA�, 3,2210
HYDRAUL It SHARE
i C Lll IMPROVE 0"
4 �
CAP 0 0
TA
$0 0011
A A
v
NOTICE ALL CONCRETE FOIRMS�AND FO
OTINGSMUST�pIE IW$PfCTE08fFORE POURING
PERMIT VOID$I X MONTHS AFTF.Ft DATE OF,ISSUE
BUILDING MATERIAL,RUBBISH ANQ�DgBRIS FROM THIS WORK MUST NOTBE PtACE,
0 IN PUBLIC SPACE,AND MUST BE
CLEARED UPANP HAULED AWAY:BY'EtT OWRACTOR OR'
OWNER
00
L"t PLY�%r"JTl
H THE M EC HAN100 RESULT IN
)RE, TO 'M IV
UtN L.Aiv CANr
RTY OWN.t-R�OAYI N' Q' TWIC E FOR a
U. NTS. r
RLDING IMPROVWE
'Ijrt*._ bCOADiNG TO,APPROVEO-OLAN
S WHICH a"PERMIT", $jECTw
ARE PARTOF *Hi
IS.to OF N FOR-
LE,PROV -LAW,
WIA
7f
'OA
7:9
'Tr
'I4,ANTiC CH BUILDING DEPARTMENT
6EA
Z/
Y
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION: ---- --- ----
PLUMBING CONTRACTOR:
7-------------
LICENSE NUMBERS:------ ------------ --------
OWNER: 409- ---------------------------------
BUILDING CONTRACTOR :
---zz - - -- ------------------------------
TYPE OF BUILDING:---------- -- -- --- -------------------------
------LSINKS ------ ---SHOWERS
3.--LAVATORY 7 --WATER HEATERS
_____j��Z_BATH TUBS EDISHWASHERS
URINALS 7 --DISPOSALS
WASHING MACHINE
--___L-,>?--CLOSETS ----------
FLOOR DRAINS ----------OTHER
TOTAL FIXTURE COUNT
4L
---------- -----------------------------
................
INSTALLATION OF PLUMBING AND FIXTURES -MUST Bi -IN ACCORDANCE WITH THE MOST
RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.,:.�k
6802
gpARTMtNT0F9UlL. .
CITY:OF ATLANTIC SfACH,
PERMIT' INFORMATION L00ATION, INFORMATION , —11------
N
Permit , timber: 6802 Address: 1554 LINKSIDS DRIVE
�ATLAXTIC BEACH,, FLORIDA 32233
Permit Type I BUILDING
C I s rk: . NEW � LEGAL DRSORIPTION- ----------
s, of
Constr. Type WOW FRAME, Lot ., 140 Block: sectiolv*-
0
Proposed, Use: SINGLE FAMILY Townshi p
: ttLVA, LIUSIDE #2
we,l I ings I Code: 0 subdivision
J)
tsti ted Value�: $60873'.00
Impr ov, cost,: $0 .00
"Tota 10, Zw� $25,76.07
AN,
m0ur $25761.07
",AkAv I Ise:?
%
01
:a A
APPLWATION FEES
TION
Pt IT''
STATE
'Addr' ss IOT DRIVE- so W , IMPACTirFEE A "0 00
Z Aff PER
�Ph
RAD.om GAS-H.R.S'. $14.32
RXDON,'�, 4
FORMA
All $0, 0 0
-ZA, -AP —
T
Name._ �gl� N7
INN
TAP
20
1vt ZR $0.00
2 ULIC SHARE
JACK L HYDAA $0 .00
0 .-0 0
40
PEE
at 3 34�,' Ty0e: 54
'0 .
$
0;04
ER
OTH
A
—ALL CONCAETETOR""41NID,FOOTINGS MOOT$9,tt4SPliCT,'ED.l3jEFORE.'POURING
�NOTICE
.0 0,SIX MON OF ISSUE
PEAMIT,V THS AFTER D�ATE,
BUILDING M FROM THIS WORK MUST NOT BE,PLACED IN PUBLIC SPACE,AND MUST BE
ATERIAL,RU13816HANo,bEaOis�
CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNE,Ri
ty
8 LION, LW CAN AESULT]N
"FAILURE TO �,C P NVITH TH
EMECHANIC
'#NO IMPROV
A 'IL0 EMENTS
THE PROPERTY OWN15R:PA*lN IWICE:F0, :11W
:To
ARE,PART OF,THIS!PERMITAND SUBJECT R EVO ATI,
44ADING TO APPROVED
0 AC PLANS!WHICH -0
tQ , F
I$ NS 0 LAW
CABLE PROV
3
1#1 ia
_`,DtRAA*TM NT,
NO
I wi I
i7,777
RAMCO FORM 400
FLA. 1967 LAWS
Fs 713.02
t
mug comm.
The undersigned hereby informs all concerned that Improvements will be made to certain real
property, and in accordance with section 713.13 of the Florida Statutes, the following Information
is stated in this NOTICE OF COMMENCEMENT.
��o-i- /,�/&- 2 -5
Descriptionof property.... .....................; ....................................... ..........
t -#) -, 4:77 z -2
_Lj�.�.f 4,e, .4::>R r _ ec
thereof recorded in plat books 4/7 pagese�Lr—,FJ_ P-5
........................
..qKA�kng...tR...p.lat
of the current public records of Duval County Fla.
.............. ................................
Aqtion of Single Family Residence
General description of improvements...............Q9AqtK ......... ......
-.with...94.rA9A_--9A_.qoncrete slabl
....................................
6620 SOUTHPOINT DRIVE #400 JX.FL. 32216
RETURN TO: JIM HAq
........................... ...... .........................................
Owner.....CENTEX...RM.-ESTATZ....C.Q". .Q9AK:KQN.............................
JX. FL. 32216
- 6620 SOUTHPOINT DRIVE #400
Address....... ..................................... ................
FEE SIMPLE
Owner's interest in site of the improvement...................... ......
Fee Simple Title holder (if other than ownerl
Name....................................................................................................-..............
Address.--------- ..................................................................................
SAME AS OWNER
Contractor_. .....................................
Address.......................................................... .........................................
Surely (if any).....-------------- ..............
_-Amount
of boa
Name of person within the State of Florida designated by owner upon whom rmlices or other documents nay
6 served.
ARTHUR DAY
Nam*
6620 Southpoint Dr S Suite 400 Jacksonville, Fl 32216
.... . ....................................................................... ... .......... ........................-
In addition to himself. owner designates the following person to receive a copy of the Lienor's Notice
as provided in Section 713.13 (1) M. Florida Statutes. (Fill In at Owner's option).
Nam#,............ ...........................
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.
0
:BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND
WATER CLOSET, LAVATORY & BATH (8)
TUB OR SHOWER STALL (6) 1 2- WATER CLOSET
WATER CLOSET, TANK OPERATED- (4) VALVE OPERATED (8)
BATHTUB/SHOWER (2) URINAL WALL LIP (4)
SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1)
SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2)
LAVATORY (1) f t COMBINATION SINK AND TRAY (3)
WASHING MACHINE (3) 3 POT, SCULLERY SINK (4)
DISHWASHER (2) WASH SINK EACH SET OF
KITCHEN SINK (2) FAUCETS (2)
—DENTAL LAVATORY (1)
KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1)
GRINDER (3)
BIDET (3) —URINAL STALL, WASHOUT (4)
COMBINATION SINK AND TRAY WITH
—FLUSHING RIM SINK (8) .................I—
FOOD DISPOS. (4)
TURINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2)
BLOWOUT (2)
LAVATORY, BARBER/BEAUTY ICE MAKER (1/2)
SHOP (2)
SURGEONS SINK (3) - ()—LAVATORY, SURGEONS (2)
_VJACUZZI (2) O—URINAL STALL, WASHOUT (4)
TOTAL FIXTURE UNITS_._2/.S $20.00 EACH $
JOB INFOR14ATION ( DC
?ROPERTY ,PESCRIPTION Y OF
C
la 444;z Ve4d 57611W4
.ot fzy_��Blook ........Section M AY 5 1993 716 OCEAN BOULEVAXD
P.0.BOX 26
Building and ZoninghTLANmc B EACH.FLORMA 32233
lubdivisions_ TELEPHONE j1ib4j24jqjq5
Ureat N me
sr Addre:81- DESCRIPTION OF WORK
is In a FLOOD HAZARD
'lood Zones--------------area complotw page 3, Brief
Description
cA4 6 4<4 6 F
Class of Works
(NOW/RomodellAddition)
.OHING INFORMATION
Type of
Constructions
:oning Proposed
�'�mt -S Estimated Vilue 0
Lkjoo�_ — 54QC'c_ 0
:xceptiona or materlalm_
ariances Oranteds___12�
Solid or
------------------------ Filled
Orounds------ Root I f-
OWNER INFORMATION
Method of Meatings
Property Owner Phone I
"ailing 6 So -2- no
Address....................
---------------- ZIP,
CONTRACTOR INFORMATION
Contractors ss-/
Mailing ___,y---------- Phones
Addreval--- (:> (0 -2- 0 Z�'elo�� WIT
'T P.-C,r'-so *"� V�\ ------—----- Z I p I
License Numbers- Expiration
-------------- Dates
I MMENT C9MrY =AT I 11AV9 MAD AND CXAMIMCD TWIS APPLICATION AND KNOW TH9 SAH9 TO 11C TRUC
AND CON119". ALL P*OvI22O*1ff or TO LAW11 AND ORDINANC92 GOVERNINO TUIS Typt or WORK WILL 99
CON LICD WIT11. wucrmm arectrzim womerm on NOT. TUB GRANTING OF A PCRMZT DOCS NOT PRESUPC TO
OIV6 AUTUO42TV TO VIOLATS OR CAVCVL THIC PROVISIONS Or AAW rKOCRAL. STATC Olt LOCAL RULtS.
PCOULATIONS. ORDXNAMCIM. OR LAWS 10 ANY HANNIM. INCLUDINO THC GOVERNINO Or CONSTRUCTICK Olt TOM
P RPORHANC9 OF CONSIMMIZON OF TUB F"JCCT. I UND9*11TAND THAT TH9 s9suAmcm: or Tmis ptomir is
CONTSUORNT UPON! TUB ABOVE INPORNATION 0191HO ACCT AND THAT TUB PLANS AND surronriva
DATA UAV6 9C= OR M"- 89 PPVZDBD As; at I a.
N I*
Owner Signature Date-
--------- -- ---------
Contractor 619nature—_ Date
--- ------------
FLOODP"XN DICVCLOPNCKT XUFORMATXOU
Type of Developments
Flood Zones.
RequIred Lowest Ploog
Xf building to located within a flood hazard zone, a survoi must
be *ad* AFT= THE BLAB NAB MM POU*Ico# ~tIfying that the
LOWEST FLOOR ELCVArXON to equal to or abov,& the bass, flood
elevation astablImbed for that an on.
No final Inspection will be mode and no ourtAgicats, of occupancy
will be Issued urAIS the survey As an tiLp with the Building
Department*
CONNEUTSs
Applicant Acknowledgement# X understand that the Issuance of
this permit In CIONtInVent upon the - above Information being
correct and ibut the plans mW ou ting date have bee or "all
be provided an vmWixeds Z &WOO to 000ply with slL applicable
provisions of Ordinonce No# 25-7-JLIL and all other laws or
ordinances affecting the proposed diewglopment*
ApplicantOm Bignaturo_.. ------------
Department Use
R*quired Lowest Floor Itlevation -----------
As 1juilt Lowest Floor Elevation ............. __
Survey Filed with Building Department .........
Kiiii;g—D-epe-r-t-ment RepresentatAW
page 3
�vj
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SUMMER Cn! f P�ATION�_
iq &144v1 ? , ILA ! ill ;* Ill v4AIAnd 1 11 1
Z
7,
F- f A L L A
ARLA AREA FAC c� PKAT K 17 S% k (I T N T_
'06,
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Adi 197 . 0 1 �7 Adj WwQ F i "my j 1 0 A 07 Q . 70 1��
21 .0 129 i
SL 1 L 1NZ
un L507 Z_,� Q .0
ij 30 .0 1 5 . 10 4
; Loops- _--
r&1 L 7 kA7 1 ON-
T
/an 1
0 /� - - : n A - �=, "I
-Ys rEn COOLINO AP nuQ 1 5YOTFM x �Kjui T COOUTN(',�
;Q T 1 19P 7 Flun 1 MUL!
1 . 00 1 . 100
J� L Ell AREO !WPM Ro [min j KPF 5C Oki% AREO AFN oil
"AFL
QLV
LF
1,0 W -Soo
V07 00 ] , �,A ' 10
7 WPM FOINT',
wALL 1
F wqh
401 ,6 1 V �
Adj 157 , 0 7 . 05
"QRS-
12 1 ' 40
A('J j..
L -1,
A A
7):
Fw YAL WATER POINT
i 11 GAP [nit j5VOK
VATIU M0T 7 UK POINT :
4 4 A AT I t 4 t 1 1 1 1 A I TO 1 t 1 t i 71 1 1 1 1 i n 4 1 1 A A 1 1 1 4 0 V 4 0 t yo i 4 p
VALE
AM =L. 27 1 M-
R AT 1
1 1 4 t 1 4 r
PIC)1 N F 1� POWS POINI POTNT
so 00 1140? .0 ?3 , 5 ;1 . 0. 0706 10160 4 015; . o 22 , 11 7 4
1 1 pill
T T
MMU 'I
1p�A
p L
S
TRUSS SPECIFICATIONS
FOR
CENTEX 3705 A & Q
'Me numbers listed below are a list of truss specifications for the project named above.
These specifications are attached herewith and have been prepared under the responsible charge
of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida
Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23.
DRAWING NUMBER DATE
13403 1013 REV 1 5-1-1993
13403 2013 REV 1 5-1-1993
13403 3013 REV 1 5-1-1993
13403 4013 REV 1 5-1-1993
13403 5013 REV 1 5-1-1993
13403 6013 REV 1 5-1-1993 f) P V
13403 7013 REV 1 5-1-1993 r EAC11i
,ny OF ATLANTIC B
13403 8013 REV 1 5-1-1993 Buli-viNG
13403 9013 REV 1 5-1-1993
13403 10013 REV 1 5-1-1993 MAY
13403 11013 REV 1 5-1-1993 1A1
13403 12013 REV 1 5-1-1993
13403 13013 REV 1 5-1-1993 OA
0'.Vh
ORO
N
11 LUMBER S14ALL BE OF THE SPECIFIED MINIMUM GRADES, 51 CONNECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON TO) ALL TENSIO"CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) fip" INDICATES LATERAL BRACING WWOEP (IX4 MIN.)
SPE;IES. AND 192 M"IMUM MOISTURE CONTENT. OR SLIC"THAT THE JOINT BRACED BY EITHER 3/9' (MIN) PLVWGOO SHEATHING. 1/2' f4l INSTALLATION AM ERECTION OF THE YAMS. PERMANENT, AM
Is OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED III TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MINI DR�WALL OR BRACING MEMBERS SPACED 14' 0,C, 04AXI. TEMPORARY SPACING SHOULD BE DOW IN ACCORDANCE WIT"
FOR DESIGN AT*BASED ON INE LATEST EDITION OF THE NA- DIPECILY ABOVE A BOTTOM CHOW SPLICE, UNLESS NOTED OTHERAIISE CURRENT TPI BRACING AND ERECTION PUSLICATID"S.
TIONAL.DESIGN STANDARDS PUBLISHED Ow THE NATIONAL 71 V-kGGrj APPROVAL MUMMERS: U&C 2342. FMA ICS 2014. SBCC IT) ALL COMPRESSION CHORD MEMBERS ASSUMED 10 BE CONTINUOUSLY161 THIS DESIGN COWORMS TO CURRENT TPI DESIGN SKCIFICA-
FORIEST PAODUCTS ASSOCIATION 7251. BOCA FILE 86-t25 BRACED BY EITHER 3/6m (MIN.) PLVMOOO SHEATHING. 1/2' TIONS FDA OCTAL PLATE CONNECTED 0300 TRUSSES AND
21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY, IN THIS IPUSS HAS BEEN DESIGNED FDA THE LOADING SHOW (MIN.1 DRYWALL OR BRACING MEMBERS SPACED AT IG- 0 C. QUALITY STANDARDS FOR TALISSES.
3) CONI*CTOR PLATES SIZES ARE BASED ON AXIAL FOXES ONLY. OM THIS DRAWING. INSTALLATION AND USE SMALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED Iff AMY WAY.
4) CONNECTOR PLATE SIZES AM CALLED OUT WIDIN (ACROSS SLOTS1 WITH IHIS DES113H 121 S8 INDICATES GEARING LOCATION. 171 SPECM HANDLING CAVE SHOULD BE TAKEN DURING SHIPPINS AM
by LENGTH IALONG SLDISi AND THE ORIENTATION OF TPA 21 THIS DESIC44 IS APPLICABLE TO SHORTEN SPAN TRUSSES OF ERECTION OF TRUSSES SEE hIS-91 FOR PECONMEMMATIONS
SIZE CALL 9WT IS ImE DIRECTION OF THE PLATIE LFNGTh_ IDENTICAL LOADING AND CONFIGURATION -CONF IGURATION AND LOADING SPECIFIED BY FABRICATOR
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
AM 5-6-4 4-11-t2 4-11-12 5-5-4 RUN
1-5-14 1-5-14
74 PLF
Hex Heignt 5-7-3
12
3158#
12 378# 3700
41 4,
t930 1930
4p,
68# 136# t360 68#
.1, .9,
9600 9600
13.5127X (3.5127X
3x4 5X6, 3x4 3x4 20 PLF
7-2-3 6-7-11 7-2-3
1-4-0 1-4-0 Force$(L-P)
21-0-0 �>BUILDING TYPE: Enc toSed Residential
CODE: Standard Buitding Cocle (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 130
TRUSS LOCATION:-(Se) area
UPLIFT CONNECTION REQUIRED: G 30 N AT EACH SUPPORT.
MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 4 Maximum deflection occurred at bottom )oint #3.
Maximum Live Load Deflection of .058* (1/16). Index-.082. (L/43451
Maximum Total Load Deflection of .09* (1/16). Index-.086. (L/2800)
PC U 5 1
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING 1PSF1 TC LUMBER TRUSS: 21'0* COMMONS
ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 Do SP ENO. Folk TRUE TRUSS INC.
1001 S. GSW PKINY. &C LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PRAIRIE. Tx 75051 5.1 _rNC7 OL TC 7 2X4 02 Ds SP OF
(214) 660-3940 WATE'APRK.-9 -FOR-3TC LL SC 0 WEBS LAYOUT TO:
MEMBER TRUSS PLATE INSTITUTE 1138 33.33 OL BIC to 2X4 #3 SP ADDRESS* ALE:
TOTAL 47 EXCEPT AS MAY BE NOTED
.11 LUMBER SHALL BE OF THE SPECIFIED MIMIMW GRAMS. 51 CONNECTOR PLATES SHALL K INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHOAD MEMBERS ASSUMED TO ME CONTINUOUSLY t3l 0' INDICATES LATERAL SPACING MEMBER (104"IN.)
SPECIES. AND in kAxt"moistupE CONTENT. on sLcm THAI THE JOINT BRACED BY EITHER 3/8" [MINI PLYWOOD SWATHING. 112* IA) INSTALLATION AND ERECTION OF THE TAKISS. PERMANENT. AND
is OF"IGHE ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP ChOPO SPLICES AM NOT PECOMMENWO TO OCCUR THIN DRYWALL OR BRACING MEMBERS SPACED tO* a C. (MAX). TEMPORARY BRACING SHOULD BE DOW IN ACCORDANCE MIT"
,'OR MS IC41 U BASED ON THE LATEST EDITION OF THE KA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE, UNLESS 140TED OTHERWISE. CURRENT IPI BRACING AND ERECTION PUBLICATIONS.
TIONAL DESIGN STAND00MIS PIAILISHED BY THE NATIONAL 11 V-?000 APPROVAL PANDERS: UtIC 2U2. FKA 7CS 2Ot4. SOCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIMUDLAILVIS) T.IS DESIGN CONFORMS 10 CLNWmT IPI DESIGN SPECIFICA-
FOREST PAD"IS ASSOCIAt ION BOCA FILE 86-125 SPACED BY EITHER 3/0' IMIN.) PLYWOOD SWATHING. 112' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND
a) THIS DESIGN I S BASED ON CLARY CONNECTOR PLATES ONLY 81 THIS TRUSS HAS BEEN OESI6KO FOP THE LOADING SHOW (MIN.) DRYWALL OR BRACING 04ENKRS SPACED AT 16* 0 C. DUALITY SIAMDAADS FDA TAUSSES_
31 CONNECTOR PLATES SIZES AIX BASED ON AXIAL FORCES ONLY- W THIS DRAWING. INSTALLATION AND USE SHALL C0?JFOAM (MAXI. UNLESS NOTED OTHERWISE. Ifil NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED 104 A"V WAY.
41 CONNECTOR PLATE SIZES ARE CALLED BUT WIDTH JACAOSS SLOTS) WITH THIS DESIGN 12) Be INDICATES BEARING LOCATION. 171 SPECIAL HAMLING CARE SHOULD BE TAKEN DURING SHIPPING AMC
By LENGTH WONG SLOTS) AND THE ORIENTATION OF THE 91 ImIS DESIGN IS APPLICABLE 10 SHORTER SPAN TRUSSES Of ERECTION OF TRUSSES SEE HIS-%FOR RECOMMENDATIONS
___5ULS.ALL Q'JI IS T�t OIRECII 11, IMMICAL LOADING AND CDWIGUFIAIION� -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBIL11Y OF FABRICATOR.
-THIS TRUSS 15 DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE
PREVENTION OF PONOM MUST BE MADE AND IS NOT THE RESPONSIBILITY
OF THE TRUSS FABRICATOR OR CLARY.
FKIN 4-7-6 4-4-0 3-0-0 A-4-8 4-7-8
RUIN
74 PLF
Max "Right 4-10-3
12
5 273# 2730
4.
12 322# 322#
4,
3220
60 16
143
1 960 1190 1190 86#
'T. t
960' 960#
x 13.51271 M5127%
C I
3xd 5X6 3xB 3x4
20 PLF
9-0-0 3-0-0 9-0-0
1-4-0 21-0-0 1-4-0 Forc*3 IL-14)
rf, BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SOCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT; 13#
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 0�0 It 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 .057' (1/16). Inaox-.082. (L/4A2i)
Maximum Total Load Deflection of .089* (1/16). Index-.085. (L/28311
>Pr-V 5 J4 A. (VJ I N'D)I
TRUSS: 21*0* H-9
.C. SPACING LOADING JPSF) TC LUMBER
CLARY DIVISION PLATE TYPE: Fo c ENO. FOR: TRUE TRUSS INC.
ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 #2 Ds SP
JODI S. SSW PKWV. FIC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PRAIRIE. TX 75051 6A OL TC 7 2X4 02 Ds SP LAYOUT In: Z!iF
1214) 660-3940 PCATE_AAEK:--- INC--F6ff-9T_L LL 8L 0 WEBS
DL 10 2X4 #3 SP ADDRESS: SCALE:
MEMBER TRUSS PLATE INSTITUTE 244 33.33 SAC 3/16
TOT L 47 EXCEPT AS MAY BE NOTEO
IT LUMBER it"LL BE OF IW SPECIFIED MINIMUM GRAMS. 51 CDHHECTOA PLATES SMALL BE INSTALLfD SVMKTPICALLY ON 40) ALL TENSION CHOMID MEMBERS ASSURED TO K CONTINUOU'SLY $1U _0' INDICATES LATERAL imAciNe wwown I IVA"IN
SPECIES. AND 0%MAXIMUM MOISTURE tONVENT, OR SUCH THAT THE JOINT 6AAMO BY EITHER 3/6- GAIN) PLVND0D SWATHING. 1/#' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND
IS OF HIGHER ALLOWABLE SIRES11 VALUES. ALL VALUES USED a) (00 C"OPIO SPLICES ARE HOT RECONtemOto TO OCCUR 041PO D14VMALL CA FRACING MEMBERS SPACED 30* 0 C. IMAXI. TEMPORARY SAACIMS SHOULD OR DOW IN ACCORDANCE Kiln
FOR DESIGN APE BASED ON The LATEST EDITION OF THE "A- OIMECIL� ABOVE A BOTTOM CHORD SPLIQ, UNLESS NOTED DTWPwISt CLF479HT IPI GRACING AND ERECTION PUBLICATIONS.
TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-ANH)APPROVAL"UNKM UBC 2U2. FMA TCO 2014. SDCC IT) ALL COMPRESSION CHORD MERGERS ASSUMED TO INE CONTIMUDUSLY161 THIS DESIGN CONFOAMS 10 CUFW*NI tPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 46-125 BRACED BY E17HER 3/8' (MIN.1 PLYWOOD SWATHING. 1/2* TIONS FDA METAL PLATE CONNECTED WOOD TRUSSES AND
21 THIS DESIGN IS BASED ON CLARY COMWXTOR PLATES OWV 01 THIS TRUSS HAS KEN DESIGNED FDA THE LOADING SHOMIN (WIN.) DRYWALL OR BRACING MEMBERS SPACED AT 26' 0,C. DUALITY STANDARDS FOR TF1USSES.
31 CIVRIFCTOP PLATEII SIZES ARE BASED ON AXIAL FORMS ONLY. ON THIS MAKING. INSfALLATION AND USE SMALL CONFORM (MAYI, UNLESS NOTED OTHERWISE. IS) NO MEMBER OF THE TRASS MAY BE CUT OR MODIFIED IN AMV WAV.
Al COWECTOA PLATE SIZES ARE CALLED OUT WIDTH 4ACROSS SLOTS) Nil" THIS DESIGN 121 EN INDICATES GEARING LOCATION 171 SPECIAL MANOCING CARE SHOULD BE TAKEN OURIM13 SHIPPING AMC
a'LENGTH 'ALONG SLOTSI Me It* ORIENTATION of THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPA" TF%jSSES OF ERECTION OF TRUSSES SEE MID-02 FOR RECOMMENDATIONS
ST,CALL OUT IS tnE GIM&TION OF THE PLAIE LEMGIU_ IOE"TICAI LOADING AID CONFIGUFATIOIA,
-CONFIGURATION AND LOADING SPECIFIED By Fi&iTCAY&F
-REPETITIVE MEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES 15 FIESPONSIBILITY OF FAeRZCArOR.
-JACKS ARE To BE 2x4 TOP. 2x4 BOT
JACkS WITH SPANS GREATER THAN 7-0-14 MUST BE SPECIALLY DESIGNED.
RUN- 3-6-0 3-2-8 3-9-8 RUN 166�5
1-5-14 02DO #209 0202 0205 1-5-14 74 74 PLF
2X4 2X4 2X4 2X4 1 1
Max ftight 3-10-3 A-0 14-C-0
129# 129#
12
5400 5830 5400
12 rj> 4X4 GAS 2480 41 11, 2480
6 7�1 4-
1300 1300
660 74tf 7410 669
+
2015# 20159
4 axe ame 13.5)5U 13,5)SM
gut 4xB
45
20
7-0-0 0 7-0-0 7-0-0 A-0 141-0
5140 5140
1-4-8 1-4-0
21-0-0 Forces(L-A)
BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SOCCI 1991)
WIND SPEED: 110 wph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: 9911 it AT EACH WPPORT.
MET WIND PRESSURE BASED ON DEAD LOAD$ SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trustee: I Truss designed to support 7-0-0 Jack system with Outrigger
Maximum deflection occurred at bottom joint 03.
Maximum Live Load Deflection of .115* (2/16). Index-.164, (L/2191)
maximum Total Load Deflection of ta* (3/16), Index-.171. IL/1400)
E> PE: 1?3 J 10, (U,
C ALPINE ENGINEERED PRODUCTS Inc TRUSS: 21'0' H-7
LARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER
. V2000 2-0-0 LL TC 30 2X6 #1 Ds SP ENO. FOFt TRUE TRUSS INC. -
1901 S. GSW PKWY. SC LUMBER PROJECT: CENTEX 3705 A DATE. 26 Oct 3992
GRAND PRAIRIE. TX 75051 6.1 -STC- OL TC 7 2X6 01 Do SP 10:
1214) 660-3940 -PEATE—AAEA—. k_7NC__TOff LL 6C 0 WEBS LAYOUT
OL 8C 10 2X4 03 SP ADDRESS: SCALE:
MEMKR TRUSS PLATE INSTITUTE 408 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/16
it LUMBEA SHALL WE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECIOR PLATE$SHALL BE INSTALLED SIMHETRICALLV 04 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) J*' INDICATES LATERAL BRACING MEMBER ItNA MIOCI
SPECIES. 04 1211 MAXIMUM MOISTURE CONTENT. 00 SUCH THAI THE JOINT BRACED BY EITHER 3/0* (WIWI PLYNOW SICATWIMS. 0/2' IAI INSTALLATION AND EREC710M OF THE TRUSS. PERMANENT. AM
IS OF HIGHER ALLOWABLE STRING VALUES. ALL VALUES USED 61 TOP CHORD SPLICES AM NOT PECONAWNDED 10 OCCUR (HIM) DPV*ALL OP SPACING 0904KPS SPACED 10' a C IMAX), TCMPOKAAT SPACING SHOULD K GONE I"ACCOPDA"CS! MIT"
?Oft OCSIGN AM GAUD ON Tit LAICSI fOIIIOM Of THE NA- OIPELIL� ABOVE A NOTION C"OPD SPLICI, Lftess MOIeD OTHERWISE C(OWNT fpI 9AAC114 Am ERECTION PUBLICA11m,
TIONLL DESIGN STANDARDS PUBLISIAD SW THE NATIONAL 7) V-aOOO APPROVAL NUMBERS: UK V142, FKA ICU 2014. SOCC III ALL COMPRESSION C"DAD MEMBERS ASSUMED TO BE CONTINUOUSLYIN THIS DESIGN CONFORMS 10 CUFftHT tP1 MSION SPI!CIfICA-
FOREST"ODUC?S ASSOCIATION 7251. BOCA FILE 06-125 BRACED BY EITHER 3/8* (MIN.1 PLYWOOD SHEATHING, 1/2* TIONS FOR OCTAL PLATE CONNECTED WOOD TALSSES AND
.1) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES OKI 9) THIS fAUSS HAS BEEN OESIC04CO FOR [HE LOADING SHOWN (KIM.) DRYWALL OR GRACING MEMBERS SPACED AT Ifi* 0 C. OUALIIY STAAGARDS FOR TRUSSES.
31 C04NECTOA PLATES SIZES AM BASED ON AXM FORCES GO&v. ON THIS OPAWING� INSTALLATION AND USE SHALL CONFORM INAXI. UNLESS NOTED OTHERWISE. IN NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY MAI.
A) CONNECTOR PLATE SIZES APE CALLED OUT WIDTH IACADSS SLOISI KITH THIS DESIGN 12) INDICATES BEARING LOCATION. t7i SPECIAL HANOL1110 CAPE SHOULD BE tAICEII DURI#46 SHIPPING AND
by LENGr" (ALoms sLarsi AND TV*ORIENTATION Of THE III TMIS DESIGN IS APPLICABLE 10 SHORTER SPAN TRUSSES OF ERECTION OF TP41SSES SEE"14-91 FOR RECOMMENDATIONS
512F CAL� OUT IS THE DIFLC710H OF THE PLATE LENGUL IDENTICAL LOADING AND�ONFIGLHAIIOH� -CONF IGLIAATION AND LOADING SPECIFIED BY FABRICATOR
-REPETITIVE MEMBER STRESSES HOT USEO.
-ADDITIONAL PLATING FDA HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
4-0-0 4-0-0
Max Height 2-4-3 37 PLF
1370
12 12
IS
6910 590
4,
3r 6470
7541 7841
El' 'n 2.
13.5) (3.51
174.5 PLF
3x4
4-0-0 4-0-0
FOrCeS(L--P)
0-0-0 BUILDING TYPE: Enctosed Residential,
CODE: standard Buf1ding code (S&CCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 13
TRUSS LOCATION% (So) area
UPLIFT CONNECTION REQUIRED: (KQ. if AT EACH SIJPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR GRACING REQUIREMENTS.
No trusses: I One Half of 7-0-0 Trusses SUPPorted bY Got Chord
Maximum deflection occurred at bottom joint 02.
Maximum Live Load Deflection Of .012- (0/16). Index-.044. (L/80001
MaXIANuffi Total Load Deflection of 09" (0/ml. Index-.048. (L/50531
P 5- I-C1 3 J I c,
TRUST. 8*0' COMMON GIRDER
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING iPSF) TC LUMBER
ALPINE ENGINEERED PRODUCTS Inc V_,2000 2-0-0 LL TC 30 2X4 #2 05 SIP ENS. FOR: TRUE TRUSS INC.
1801 S. 6SW PKWV. &C LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oc t 1992
GRAND PAAIAIE. TX 6.1 DL TC 7
(214) 660-3940 75051 -PLATE AAEA:- k INC. FOA-'STC— LL BC 0 2X6 Of Ds SP LAYOUT 10; OF1 3
WEBS
MEMBER TRUSS PLATE INSTITUTE 92 33.33 DIL 8C to 2X4 03 SP ADDRESS: SCALE:
I/
TOTAL 47 EXCEPT AS MAY BE NOTED 1/2
2) LUMBER 5"LL BE OF THE SPECIFIED MINIMUM GRAMS. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMNE TRICALLY ON tO) ALL TENSION CHORD MEMBERS ASSUMED 10 BE CONTINLKIUSLV 13) 0' INDICAIES LATERAL SPACING ROCA (t)(4 MIN.)
SPECIES, AND 122 MAXIMUM MOISTURE CONIEMI� 00 SUD4 THAT THE JOINI GRACED By EITHER 3/9' 1011011 PLYWOOD SHEATHING. 112' IAJ INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AM
is OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES AM NOT PECOAPIENDEO TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED tO' a C. IMAXI. t9MPOFMRv BRACING SHOULD BE DONG IN ACCORDANCE WITH
rap CKS14W AM BASCO ON fit LATEST EDITION OF INC MA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE� UNLESS NOTED OTHERWISE CURRENT IPI BRACING AND EXECTION PUBLICATIONS.
TIGAIAL DESIGN STANDARDS PLAILISMID 01 INC NATIONAL 71 V 2000 APP14UV06L 0~05: UBC PS42, FMA ICS 2014, S&CC III ALL COMPRESSION CHO10 MEMBER$ASSUMED TO 01 CONTIMAVOLVIBI THIS DESIGN COMFORMS 70 CUW4NT TPI DESIGN SPICIFICA-
FORtST PROMIS ASSOC lAtION 12111, BOCA FILE 06-125 SAACED BY EIINtA 314" 611M.) PLYWOOD 0404ING. 1/2' 11"FDA METAL PLATE CONNECICO NOW TAAAMS AND
21 IMI%0111101 IS BASED ON CLASV CON06CION PLAIIS OKY. IN THIS 1"s HAS ME"DESIGNED fop IRE LOADING SHOWN WIN.1 DRYWALL OR BRACING MEMBERS SPACED At 16' 0,C. QUALITY STANDARDS FOR TftjSSES.
31 CONNECTOR PLATES SIZES AM BASED ON AXIAL FORCES ONLI. G"THIS DRAWING INSTALLATION AND USE SMALL CONFURM fMAXI. UNLESS NOTED OTHERWISE. 114 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN MY MAY.
A) CONNECTOR PLATE SIZES ARE CALLED WAIT WIDTH IAD*SS SLOTS1 16110 THIS OESION 22) JB INDICATES BEARING LOCATION. 171 SPECM HAP40LIND CARE SHOULD BE TAKEN"ING SHIPPIM9 AND
81 LENGTH (ALONG SLOTSI ONO INE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SNORTER SPAN TFAJSSES OF ERECTION OF TRIASSES SEE MI*-*I FOR RECOMMENDATIONS
S12C CAL, OUT 19 THE DIPECItOk Of THE PLATE LENGTH, IDENTICAL LOADING AND CONFIGURATION-
-CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-FIEPET171VE MEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
4-0-0 3-0-0
kox Helght 2-4-3
74 PLF
12 2370
loot
t37#
4-
648
3040 3000
13.518% 13 5)0%
L_j
4x4
gn 20 PLF
2x4
4-0-0 3-0-0
1-4-0 7-0-0 --- ForCCS(L-P)
BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 13l
TRUSS LOCATION: (So) area
UPLIFT CONNECTION REQUIRED: a89 0 AT EACH SUPPORT.
MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOW FOR BRACING REQUIREMENTS.
No trusses: 3 Maximum deflection occurred at bottom joint #2.
Maximum Live Load Deflection of .003" (0/15). inoex-.014. (L/26000)
Maximum Total Load Deflection of .005" (0/16). Index-.014. (L/16800)
f�I>p C-0 5-I_e??_ -11 n C
ENS. FOR
CLARY DIVISION PLATE TYK,. D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7*0" STUB COMMONS
ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 3o 2X4 #2 Os SP TAUE TAUSS INC.
1001 S. GSW PKWV. FIC LUMBER PROJECT. CENTEX 3705 A DATE: 25 Oct 1992
GRANO PRAIRIE. TX 7501 6.1 OL TC 7 2X4 02 Do SID LAYOUT 10,
(214) GW-3940 _PCATE-AWA-- t-IMC_._FOA_STL_ LL BC 0 WEBS 5cwl 3
OL 8C to 2X4 #3 SID ADDFIESS:
"'c—
E.
MEMBER IRUSS PLAIIE INS117LITE 115 33.33 70TAL 47 EXCEPT AS MAY BE NOTED 1/2
11 I'UMBER 4mm-L BE OF THE SPECIFIED MINIMUM GAADES. 51 CONNECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD ME04KAS ASSUMED TO BE CONTINUOUSLY 121 .10" INDICATES LATERAL BRACING ME 41XA WIN.)
SPEC ItS. AND tft MAXIMUM MOISTURE CONtEMI, 00 SUCH THAT THE JOINT GRACED BY EITHER 3/8' THIN) PLVWOOD SHEATHING. f/2' SAT INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. APO
35 BF 01WEP ALLOmAkE STRESS MUER ALL VALUES USED at TOP C�hCM SPLICES APE NOT RECOMMENDED TO OCCUR INIOG DRYWALL OR SPACING MEMBERS SPACED SO' 0— 4MAX). TEMPOPARV BRACING SHOULD ME DOW IN ACCaPOANCE WITh
POP DESIGN AM BASED ON THE LATEST EDITION OF It*NA- DIRECIll ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTIE ISE, CURRENT TPI BRACING AM ERECTION PLOLICAVIONS,
110MAL DESIGN STANDARDS PUBLISHED BY THEE NATIONAL ?I V-000 APPROVAL NLMMM UBC r3A2. FMA ICII 2014, SOCC IT) ALL COMPRESSION WORD NEMBERS ASSUMED TO Be CONTIPMAXASLY10) THIS DESIGN CONFORMS TO CURRENT tPf DESIGN SPECIFfCA-
FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 66-14'5 aRACED BY EITHER 3/8' INIHA PLYWOOD SWATHING. 3/2* IIONS FOR METAL PLATE CONNECTED W(X1O IRL45ES 00
at THIS DESIGN IS"SETS ON CLAW CONNECTOR PLATES ONLY. 81 THIS TRUSS 14AS BEEN DESIGNED FOR THE LOADING SHOWN MINA DRYWALL OR GRACING MEMBERS SPACED AT 16' 0 C. QUALITY STANDARDS FOR TRUSSES.
31 tONNECIOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING, INSTALLATION AND USE SHALL C0l (MAKI. UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE OJT OR MODIFIED IN AW Ill
41 CONNECTOR PLATE S1ZtS Al CALLED OUT WIDTH IACAOSS SLOTS) WITH THIS DESIGN t2j S INDICATES BEARING LOCATION, 171 SPECIAL HANDLING CAPE SHOULD ISE TAKEN DURING SHIPPING AND
BY LINGT" IALONG SLOTS) AND It* 0111INTATION OF THE 41 THIS(*%IW4 IS APPLICABLE 10 SHOPIER SPAN TRUSSES OF ERECTION OF 1PUSSES See mla-111 POP PCCVNWNDATIMS
ThE PLATE -COWI&AATION M LOADING WCtFIE&by FAAAICATOA
-REPETITIVE MEMBER STRESSES NOT USED,
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
RUM 7-0-0
Max Halght 3-10-3
74 PLF —71
12
2370
2370
IT
640 64#
-11 -11
302# 3020
13.51611 13�5)n
20 PLF
L-i
2314
Fal(L-R)
7-0-0 > BUILDING TYPE: Enclosed Residential
CODE: Standard Building Code (sBccl 1991)
1-4-0 7-0-0 WIND SPEED: ItO wph
F- MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (se) area
UPLIFT CONNECTION REQUIRED: 0 AT EACH SUPPORT.
MET WIND PRESSURE BASED ON DEAD LOAD$ SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: 4 Mid panel point deflection .4388
pru 5-1-a3 jick
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF1 TC LUMBER TRUSS: 7 1 0* MONOS
ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL Tc 30 2X4 #2 Ds SP ENG. FOFt TAM TFIUSS INC. -
$Sol S. 05" PX1WY. 1992
GRAND PRAIRIE, TX 75051 OL TC 7 SC LUMBER 2X4 #2 Os SP PROJECT: CENTEX 3705 A DATE: 26 Oct
1214) 660-3940 PLATE-AAEN-7—CINE. F*V3TU LL GC 0 WEBS LAYOUT 10.,
MEMBER IFAUSS PLATE INSTITUTE 40 33.33 OL Sc 10 2X4 03 SP ADDRESS: SCALE:
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IT LUNGE SMALL BE OF THE SPECIFIED MINIMUM GAADES� 51 CONNECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON TO) ALL TENSION CHORG,MEMBERS ASSUMED TO BE CONTINUOUSLY 13) fio' INDICATES LATERAL SPACING MEVMP (IX4 WIN.)
SPEC125!. AND ISX MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT SPACED BY EITHER 3/8" (WIN) PLVIKXAG SHEATHING. 1/2* 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT' AND
is of HIGHER ALLOWABLE STPESS VALUES. ALL VALUES USED 51 TOP CHORD SPLICES AM NOT PECOMPIENDED TO OCCUP D4110 DRYWALL OR SPACING MEM11VPS SPACED 10' 0,C. (MAX). TEXON)PARN BRACING SHOULD BE DOW IN ACCORDANCE MIT"
'a,DES IGN APE BAUD ON THE LATEST EOtTIOM OF THE MA- OIAECTLV ABOVE A BOTTOM CHOW SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPACING AND MCTIOM PUBLICATIONS.
11 ONAL DES I GH STANDARDS PUBLISHED BY THE KATIO14AL 71 V-2000 APPROVAL NUMBER& USC 2342. FKA ICII 2014. SOM III ALL COMPRESSION CHORD FIS ASSUMED To ME CONTIMUDUSLY15) TnIS DESIGN CONFORMS To CUiRRENT TPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION, 7251. BOCA FILE 06-125 GRACED BY EITHER 3/6' (MINA PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE COMMECfEO NOW TRUSSES AND
21 '"IS DESIGN IS SAMD ON CLARY CONNECTOR PLATES ONLY 61 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOW (MIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' -C, QUALITY STANDARDS FOR TRLMMS�
31 CONIECTOR PLATES SIZES APE BASED ON AXIAL FORCES ONLY. 04 THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE, t6l NO MEMBER OF THE TRUSS MAY BE OUT OR MODIFIED IN ANY MAY.
4) COPINECTOP PLATE SIZES APE CALLED OUT NIOTH IACPOSS SLOTS) WITH THIS DESIGN t2) 0 INDICATES SEARIMB LOCATION. 01 SPECIAL HANDLING CAPE 94OULD BE TAkEN"INS SHIPPINS 00
MY LENGTH (ALONG.SLOTS) AND It*ORIENTATION OF THE 91 I"IS DESIGN IS APPLICABLE TO SHORTER SPAM TRUSSES OF ERECTION OF TRUSSES SEE Ht9-SI FOR PECOMMENKIATIONS
LZLSAA-WT 13 THE DIFACIIQN OF THE PLATE LENGTH, IDENTICAL LOADING AND CUNFIQURATIQN�
-CONFIGURATION AND LOADM SKCIFIED BY FABRICAtOR
-REPETITIVE MEMBER STRESSES NOT USED.
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
3-2-4
FKM 7-4-7 6�5_15 6-7-11 4-5-10 - 4-6-6 4-0-12 AM
1-5-14 1-5-14
max "#sent 10-7-3 74 PLF
12
1<:j
5X-T
12 A
6 P,
0
A 4 i4# 4;19 1#
01 21270 (3.5)45%3.516%
10
1 (3.5130%
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4x8 COX S 20 PLF
3x5 axe
17AA6,0
ju2w-
7-4-7 6-5-15 6-7-11 9-3-0 7-3-0 FOrCeS(L-R)
1-4-0 1-4-0 BUILDING TYPE% Enctosed Residentlet
37-0-0 CODE: Standard BuiLding Code (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 13
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: it AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: I Special Loading; Refer to Loading Diagram
THIS TRUSS ANALYZED WITH PPSA
Maximum deflection occurred 50.88' from the left end of bottom panel 04. 2 Members Required
Maximum PPLive Load Deflection of .162' (3/16). Index-.164. (L/2193) FASTEONdTOGETHER WITH:
TOP I HAILS 12:0.C.
Maximum PPTotal Load Deflection of .253* (4/16). Index-.171. (L/1404) 907 10d NAILS 12 D.C.
WES 10d NAILS 12'O.C.
ALL PANEL POINTS.
12C kj FASTEN AT OR HEAR
C73 Pf4 LLJ(rjn)
DO NOT MAIL OR SOLT THROUGH TFIUSS PLATES.
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TFIUSS: 37'0' SPEC GIRDER
ALPINE ENGINEERED PRIODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 02 05 SP ENS. FOR: TRUE TRUSS INC. -
1801 S. GSW PKWY. 6.1 OL TC 7 5C. LUMBER PF110JECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PRAIRIE. TX 75051 2X6 01 09 SP
4214) 6BO-3940 WATE-AAEW.--t-1AiC7-F0A-STL_ LL OC 0 WEBS LAYOUT to: Pd 3
MEMIWR TRUSS PLATE INSTITUTE 508 33.33 OL ec to 2X4 #3 SP ADDAESS: SCALE*
TOTAL 47 EXCEPT AS MAY OF NOTED 1/8
11 LUMBER SMALL BE OF IMIE SPECIFIED MINIMUM SPADES. III CONNECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO K CONTINUOUSLY IS) 301, INDICATES LATERAL SPACING WENKA JIXA Wild.)
SPECIES. AND Ift MAXIMUM 161STUINE CONTENT. 091 SUCH THAT THE JOINT BAACID BY EITHER 3/8- IMINI PLYWOOD SHEATHING. 1/2- SAI INSTALLATION AND EAECIION OF THE TRUSS. PIEPIMANEW7. AND
IS OF HIGHER ALLO"WE STRESS VALUES. ALL VALUES USED 61 TOP C19M SPLICES AM NOT RECOMMENDED TO OCCUR 04114 DPVMALL OR SPACING MENDEPS SPACED 20' G�C, IMAX). TFMPOP,%AY SPACING $NO"K DOME IN ACCORDANCE PIT"
FOP DESIGN ARE AASE0 ON THE LATEST 101110"OF IME NA- OIFWCTL�ABOVE A HUTTON CHORD SPLICE. tfiatss NOTED OTHERVISE, CURRENT IPI BRACING AND ERECTION PUBLICATIONS,
TIOP44L DESIGN STANDARDS PUBLISHED al THE NATIONAL 71 V-2WO APPROVAL NUMBERS, URC 2342. F.A TCB 2014. SOCC 11) ALL COMPRESSION CHORD MENKFIS ASSUMED TO BE CONTINUOUSLvIbb THIS DESIGN COWW46 TO CURRENT TPI OESIGH SPECIFICA-
FOREST PRODUCTS ASSOCIATION 7251. BDCA FILE 66-126 BRACED BY EITHER 3/8" 041H.1 PLYWOOD SHEATHING. t/2" TIONS FOP METAL PLATE CONNECTED WOOD TRUSSES AND
ZJ THIS OFSISU IS BASED ON CLARY C0144ECTOR PLATES OFLY 01 THIS T"S HAS DEEM DESIGNED FOR THE LOADING SHOMM ONINA DRYWALL OR SPACING MEMBERS SPACED AT III' D.C. QUALITY STANDARDS FOP TRUSSES.
31 CONNECTOR PLATES SINS APE BASED ON AXIAL FORCES ONLY� ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM MAXI. UP&ESS NOTED OTHERWISE, 161 NO MEMBER OF 166 T"S WAY BE CUT 00 MODIFIED IN ANY IIAV.
Al CONNECTOR PLATE SIZES AINE CALLED OUT IISOTM 4ACROSS SLOTS) WITH THIS DESIGN 12) gl INDICATES BEADING LOCATION. 171 SPECIAL HANDLING CAPE SHOULD BE TAKEN OUPINO SHIPPIND
01 LENGTH (�LONG SLOTS1 NO THE OPIENTATtON OF T"E 9) T-IS DESIGN IS APPLICA13LE TO SHORTER SPA14 TRUSSES OF ERECTION OF TPUIISES SEE nIft-91 FOP RECOMMENDATIONS
SIZE CALL OUT 12 THE DIRECTION Of THE PLATE LENGTH, IDENTICAL LOADING AND CONFIGURATION -CWI"AtFON AND EOADING WECIFIEO BY FABRICATOR
-ADDITIONAL PLATING FOR HANDLING TPMSES IS RESPONSIBILITY OF FABRICATOR.
-FALSE BOTTOM CHOW INFORMATION
FALSE SOT 27-8-0 ON LEFT. VERTICAL SPACING-4-0-0.
USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE GOT CHORD VEATICALS.
USE 3X4 MIN. FOR SCARF ON FALSE 007 CHORD,
;K TRIMS NOTION CHOPIT,ABOVE FALSE BOIFOW CHORD MW7 BE SPACED PITH, 04
CONT_ LATERAL SPACING AT -2 D.C. MAX SPACING.
7-1-3 6-6-11 6-10-3 5-2-0 5-4-12 5-11-4
1-5-14 1-5-14
Max Height 10-7-3 74 PLF
12
5)(5 445#
1 496# 3 0
12 A q1t., 4940 4111 .4090
St
2090
>
940 flop 569
loot 2030 It 1711#
17;20 13.5149�
13,514911
SX8 j 6 20 PLF
3XG 3X4
1-2-0
10-4-6 10-1-6 4-0-0 5-4-12 5-11-4 Farces(L-P)
1-4-0 J-4-0 BUILDING TYPE: Enctosed Residentiat
37-0-0 CODE: Standard Buitcling Code (SeCcl 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (So) area
UPLIFT CONNECTION REQUIRED: 7" 9 AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOAD$ SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS.
No trusses: I Maximum deflection occurred at bottom joint 05.
Maximum Live Load Deflection of .214' (3/15). IndOX-.173, V20751
maximum Total Load Deflection of .335' (5/16). Index-.181. IL/1325)
vr
,jj s-, q 3 #1., ro),,.jr)) 14 JA
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS' 37'0' SPEC
ALPINE ENGINEERED PRODUCTS Inc V_MO 2-0-0 2X4 02 Da SP ENO. FOFt TRUE TRUSS INC. - M109
1601 S. GSW PKWY. 8.1 LL TC 30 SC LUMBER PP10JECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PRAIRIE. TX 7W51 _STC__ OL TC 7 2X4 #2 Ds SP 90F1 3
(214) 650-3940 P[ATE__AAFK,._9_rNC_,_FUA LL SC 0 WEBS LAYOUT M.
MENWA TRUSS PLATE INSTITUTE 546 33.33 OL ac 10 2X4 #3 SP ADDRESS: SCALE:
TOTAL 47 EXCEPT AS WAY BE NOTED 1/0
it LUMBER SMALL ME OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 291 0' INDICATES LATERAL SPACING MEMMA 0XA-IN.)
WECIES. AND 225 MAXIMUM MOISTURE CONTENT. OP SUCH THAT THE JOINT &RACED BY EITHER 3/8" ININ) PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AM
IS OF MI GM194 ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES AM HOT RECONMENX0 TO OCCUR 401114 DRYWALL OR GRACING MEMBERS SPACED 10' O.C. 04AX1. TEMPORARY SPACING SNI)ULD BE DOW 114 ACCORDANCE*It"
FOR DES'.APE BASED ON THE LATEST EDITION OF THE HA_ CIPECtLY ABOVE A BOTTOM C.ORD SPLICE. UNLESS NOTED 07HER161W CURRENT TPI SPACING AND ERECTION PUBLICATIONS.
110RAt DESIGN STANDARDS PYOLISKO 91 THE NATIONAL A V-"00 APPROVAL NUMMIERS: USC 2342. F"A ICE,2014. SOCC tit ALL COMPRESSION CHORD NOWFIS ASSUMED TO BE CONTINUOUSLYIN THIS DESIGN COMT~TO CURRENT IPI DESIGN SAECIfICA-
FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 06-126 SPACED BY EITHER 3/6" ININ.1 PLYWOOD SHEATHING. 2/2* TIONS FOP METAL PLATE CONMECTEO OM TRUSSES AND
2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 0) THIS TRUSS"AS BEEN DESIGNED FOR THE LOADING SHOW IMINJ DRYWALL 04 GRACING MEMBERS SPACED AT IS' .,C. QUALITY STANDAPM FOR TRUSSES,
31 "*0JECIOA PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. (NJ THIS OAAWING� INSTALLATION AND USE SHALL CONFORM (MAXI. UNLESS NOTED OTHERWISE. 161 NO MEMBER OF 714E TRUSS WAY BE CUT OR NWIFTEO IN ANY WAT.
A) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH 1ACPQSS SLOTS) MITH THIS DESIGN t2l g8 INDICATES BEARING LOCATION. 171 SPECIAL HAMMING CARE SHOULD BE TAKEN DURING S041PPINS AND
By LENGTH (ALONG SLOTS) AM THE ORIENTATION Of THE 21 T"IS DESIGN IS APPLICABLE to SHWTIP SPAM tfktSSES OF ERECTION OF TRUSSES SEE"(6-111 FOR PECOMMENDATIOM
PLATE LENGTH. IDENTICAL LOADING A14D COW I"AlIft -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR
-ADDITIONAL PLATING FDA HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR.
-ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .4'
-FALSE BOTTOM CHORD 1WOP44ATION
FALSE SOT 7-0-0 ON LEFT. VERTICAL SPACING-4-0-0.
USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE DOT CHORD VERTICALS.
USE 394 MIN. FOR SCARF ON FALSE 501 CHORD
,)V,TPLISS BOT70M 040PO ABOVE FALSE BOTTOM CHORD MLIST BE SPACED WITH IJ,4
CONI. LATERAL BRACING AT 2' D.C. MAX SPACING.
2-7-0 3-3-3 3-4-15
FAjN 4-5-0 3-5-it 3-3-3 5-5-0 5-3-4 5-9-12 FIUN
3-5-14 1-5-14
Max Height 10-7-3 74 PLF
12
11�q 6
5A6 > 3270
-2470
242f 395#
252.0 3990
-2-270
20..
12 116 248# 0
in C7, 1530 -
J'� go, ag, '.2
1150 9�110 ago 1260 1630 81#
664
0 06 1712#
2%3 171lf 13.5149
(3,514911
1 10 4x4 3X4
Pw JIMA axe axe
3%6 �wn 3.98 20 PLF
12
7-0-0 4-7-12 4-4-4 4-6-0 9-0-30 0-5-6
Forces fL--R)
#2D% #2D5 020S f2D8 #20s
1-4-0 2x4 2x4 2X4 2X4 2X4 1-4-0 BUILDING TYPE: Enclosed Residential
37-0-0 CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF HEIGHT: 131
TRUSS LOCATION: (So) area
UPLIFT CONNECTION REQUIRED: 0 AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ABOVE FOR BRACING RECIUIREMENTS.
No trusses: 2 Maximum deflection Occurred at bottom joint Q.
Maximum Live Load Deflection of .595' 110/16). Index-.482. (L/746)
Maximum Total Load Deflection of .932' fl5/16). Index-.504. (L/476)
RECOMMENDED CAMBER: .51"
VIE 0 r,-1,(7
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADIM IPSF) TC LUMBER TRUSS: 37'0* SPEC A
ALPINE ENGINEERED PP40UCTS Inc V_2000 2-0-0 LL TC 30 2X4 #2 DS SP ENS. FOR: TRUE TRUSS INC.
1501 S. GSW PKWY. BC LUMBER PFKk)ECT: CENTEX 3705 A DATE: 26 Oct 1992
GRAND PRAIRIE. TX 75051 DL Tc 7 WEBS 2X6 01 09 SP
(214) WO-3940 _PL`ATE'AAEA-_ 9 W—FOA LL OC 0 LAYOUT I&.
MEMBER TRUSS PLATE INSTITUTE 852 33.33 OL 8C 10 2X4 03 SP ADDRESS: SCALE:
TOTAL 47 EXCEPT AS MAY BE NOTED 1/8
If LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRONES. 51 CONNECTOR PLATES S14ALL BE INSTALLED SYMMETRICALLY am 101 ALL TENSION CHOAD MEMBERS ASSUMED TO BE COHTtNUO1JSLV is) tCATES LATERAL BRACING MEMBER IIX4 MINJ
."I.!, . I.MAX,
RUIN MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/6' IND4 PLYWOOD SHEA7"IWS. 2/2' IAI IKSTALLATIO04 AND EREC710H OF THE TRUSS. PERMANENT. AND
IS OF "ISK ALLONA&C STRESS VALUES, ALL VALUES USED 8) TOP CHORD SPLICIES ARE MOT RECOMMENDED TO OCCUR INIM11 DRYWALL OR BRACING MEMBERS SPAM 10' 0,C. 4MA4, TEMPORARY BRACING SHOULD W DOW IN ACCORDANCE MIT"
rCp DEST ON:4 BASED ON Tog LATEST EDITION OF It*HA- OIAECTL� ABOVE A BOTTOM C40M SPLICE. UNLESS NOTED OT IE ISE CURRENT TPI SPACING AM ERECTION PUBLICATIONS.
TIOkAL DESIGN STANDAMS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: USC 2342. FMA ICS 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COWTIMUOUSLYIGII T"IS DESIGN COWOFM TO CURRENT TPI DESIGN SPECIFICA-
FOREST PRODUCTS ASSOCIATION 7251. GOCA FILE 06-12-J BRACED BY EITHER 3/6" IMINA PLYWOOD SWATHING. 1/2' TIONS FOR METAL PLATE CONNECTED NOW TRUSSES AND
21 I"IS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 81 THIS TRUSS HAS WEN DESIGNED FOR THE LQAOIHG SHOW RON.) ORYNALL OR BRACING MEMBERS SPACED AT IG* O.C. QUALITY STANDARDS FOR TRUSSES.
31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. 014 THIS BRAVING. INSTALLATION AND USE SHALL CONFORM 04AX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TALOSS MAY BE CUT Oft MODIFIED IN ANY WAY.
CONNECTOR PLATE SIZES AV&CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 INDICATES 9EARING LOCATIOM� t71 SPECIAL HANDLING CAM SHOULD K TAKEN"INO SHIPPING AND
Ov LENGTH IALONG SkOISI AND THE ORIENTATION Of It* 9) THIS DESIGN IS APPLICABLE TO S"OPIEP SPAM TRUSSES OF ERECTION OF IFIUSSES SEE"19-91 FOR PECOMWNDATtOMS
SIZE CALL OUT is IME DIRECTION Of THE PLATE IENGIN� IDLNtICAL LOADING AMU CONFIGUPATION
-COW tGURATION AND LOADING SPECIFIED BY FABRICATOR
-ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBIL)TV OF FABRICATOR
-FALSE BOTTOM CHOF43 INFORMATION
FALSE 130T 12-11-B ON LEFT. VERTICAL SPACING-4-0-0.
USE WINIMLIN OF 2xA PLATE FOP FASTE14ING FALSE SOT CHORD VEPIICALS.
USE 3).4 HIM. FOR SCARF ON FALSE 007 ChOM.
IRLISS BOTTOM C"ORG ABOVE FALSE BOTTOM CHORD MIJST BE BRACED WITH 1$4
CONT. LATERAL BRACING AT ? D.C. MAX SPACING.
AM 5-0-0 6-0-0 4-9-14 4-6-2 5-5-0 5-3-4 5-2-12 AM
1-5-14
Has Hoight 10-7-3
12 74 PLF
12
6
(3.5153%
axe 3x4 3x5 (3.5153%
5x5 .'a 4 20 PLF
12-
5-0-0 6-0-0 9-6-0 "-20 9-5-6 Forcos(L-P)
1-4-0 1-4-0 BUILDING TYPE: Enclosed Residential
37-0-0 CODE: Standard Building Code (SBCCI 1991)
WIND SPEED: 110 mph
MEAN ROOF "EIGNT: 13,
TRUSS LOCATION: (Se) area
UPLIFT CONNECTION REQUIRED: # AT EACH SUPPORT.
NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW
SEE NOTES 10 AND 11 ASM FOR BRACING REQUIREMENTS.
No trusses: 6 THIS TRUSS ANALYZED WITH PPSA
Maximus deflection occurred 47.5* from the left 000 of bottom panel #3.
Maximus PPLIve Load Deflection of .42' (7/15). InOex-.343, (L/1049)
Maximum PPT0t&I Load Deflection of .658' 111/161. Indox-.359. (L/669)
ALI
CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING 1PSF1 TC LUMBER TAOS: 37*0" SPEC 8
ALPINE ENGINEERED PPAXXCTS Inc v 2X4 #2 DS SP ENS. FOR: TRUE TRUSS INC. - 0 5
$11ol S. GSW PKWY. -2000 2-0-0 LL TC 30
GRAND PRAIRIE. TX 75051 6.1 OL TC 7 OC LUMBER 2X4 02 Do SP PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 —
4214) 650-3940 WATE AREA.— 9 INC-..-FOA-STC- LL 8C 0 WEBS LAYOUT 10,
MEMBER TRUSS PLATE INSTITUTE 632 33.33 OL BC to 2X4 03 SP ADDRESS:
TOTAL SCALE*
47 EXCEPT AS MAY BE NOTED
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