Permit 1680 Linkside Ct N (vault folder) ADDRESS
BUILDING PERMIT NUMBER
INSPECTIONS: FOOTING
UNDER SLAB PLUMBING 0
SLAB 7- / 9'�,
FRAMING - 9�z
COVER-UP—
INSULATION p- 9,- o/ >4
FINAL BUILDING el"g � � v
CERTIFICATE OF OCCUPANCY
ELECTRICAL PERMIT #
INSPECTIONS ROUGH
FINAL /J
MECHANICAL PERMIT #
PLUMBING PERMIT #
NOTES:
CITY OF ATLANTIC BEACH
800 SEAMOLE ROAD
ATLANTIC BEACH,FL 32233
-5826
INSPECTION PHONE LINE 247
INSPECTION EMAIL REQUEST:
Building-deploa coab.us
Application Number . . . . . 07-00001354 Date 2/27/08
Property Address . . . . . . 1680 N LINKSIDE CT
Application type description ROOF PERMIT
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 6000
----------------------------------------------------------------------------
Application desc
reroof
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
RIFKIN CB ROOFING
P 0 BOX 50935
ATLANTIC BEACH FL 32233 JAX BEACH FL 32240
----------------------------------------------------------------------------
Permit . . . . . . ROOF PERMIT
Additional desc . .
Permit Fee . . . . 60 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 6000
Expiration Date . . 8/25/08
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 60 . 00 60. 00 . 00 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 60 . 00 60 . 00 . 00 . 00
PERmff;IS-A"RowD ONLY IN ACCORDANCE wrm ALL cny OF ATLANnc BEACH ORDWANCES AND THE FLORIDA
BUnDING CODES.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07-
V OFFICE:(904)247-5826*FAX NO.:(904)247-5845
BUILDING-DEPT@COAB,US
YW'�"'I
BUILDING PERMIT APPLICATION DUVAL COUNTY
50�'P -VA" Alto
Sk'ff 0r-�' MM V
Ift, "Ah"40
4, CTX)
NEW BUILDING 11 DEMOLITION 12RESIDENTIAL
LOT BLOCK SUB DIVISION 11 ADDITION 11 CONVERTING USE 11 COMMERCIAL
�'qv— AL ERAT
'-F FL—
ION ACCESSORY BLDG,
REPAIR POOL/SPA 11 YES 11 N/A
MOVE OTHER 0 NO
-�S
W��ilik� CONT QT0R**'N01V!!` a 0 RNG I N E E R i;P o i
9.NAME: 1,4, 15.COMPANY NAME: 23.COMPANY NAME:
16.NAIM� 24.LICENSEE NAME:
10.ADD RIESS: 17.ST TE OF FLORIDA LIC ENSE NO 25.STATE OF FLORIDA LICENSE NO.:
t 7
187,DRESS: 26.ADDRESS:
35A
11 OFFICE PHONt. rl 2 FAX NO.: 19.(VF?E 0 0.FAX NO.: 27.OFFICE��FAX NO,:
/-1H 5
0- _ S.3 0
13.C LL P ONE: 21,CELL PHONE: 29.CELL PHONE:
14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS:
00
IT
&
A"
ol"
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, Air 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:
�7- /V V;;-- —Date: Signed:�t Date:
,se UWA9V
Before me t �Lpday of 2007 in the county of Before me tlhls�z day'of 2007�nt county of
yap
D�uuv�at a'f Flori a,he per red Duval,Stateq Florida,has personally a d
I L,0-r-4�Ma ;!R'- QA) A-J
herin by himself/h�r.el nd afir, hat all statements and declarations are herin by himself/herself and afifir�;s that all statements and declarations are
true and accurate. U —'�U0L true and accurate. Vt
Notary Public at Large,St e of County of Notary Public at Large,State of_ County of :Duu
11 Personally Known 11 Personally Known
Troduced Identification on 0 1." e!) �Yoduced Identification-
e of
Notary f0pat-Q." 2- [Wotary Signature:
DTWMCT L
Nobry pild* Of K C
tic-State Of rida
Cmwftm ExPirn Fab 14, IN tal
Z:v 0
o al Assn.
:: In M 28 10
COmmission --0
F DD SISM M, e
=My Commiss
-Tz 5 38
Commission#D 63i
al No a Assn..
"10111.t,N.V Bonded BY Nation
NOTICE OF COMNlENCEMENT
State of Tax Folio No.'
County of
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:
-33
Address of property being improved: I&BO L4NKI M 14 -*1240 kTLPNMC' Ola&(A+ I F 32Z�
General description of improvements: 9r:; FZW
Owner- WNA IftWtJ A RFIe4 1-j Address: W944, gLAWlic,
Owner's interest in site of the improvement:
Fee Simple Titleholder(if other than owner):
Name:
Contractor: (,f2 (A 15'e-'0WO
Address: fO J?X� J509 -1kAe-%dW1,Lt PEP CAi
TelephoneNo.: FaxNo: 4)04 3g13),35k>-4
Surety(if any)
Address: Amount of Bond$
Telephone No: FaxNo:
Name and address of any person maldng a loan fbr the construction of the improvements
Name:
Address:
Phone No: Fax No:
Name of person within the State of FlorW other than himself,designated by owner upon whom notices or other docummu may be
served: Name:
Address:
Telephone No: Fax No:
in adxhtion to hiniw1f, owner designates the following person to receive a copy of the Lienoes Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Ownees option)
Name:
Address:
Telephone No: FaxNo:
Expiration date of Notice of Commencement(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 0
Signed: Date:
me th�is
Beforemethis Of in the Cpiitxly of Duval,State
-�7n
Doc#2008050029.OR BK 14398 Page 1519, OiFlorida,has ally appeared
Nw*er pagm:1 li
Notary Public at lAne�State Fl *da, ty of Duval.
Filed.1 Recorded 07=40W at 02.37 PM, My commission expires:
JIM FULLER CLERK CIRCUIT COURT DUVAL Personally Known:
COUNTY vvvwvvvN��� or
RECORDING$10.0o Produced identification: 42WIZ�Ur DD.,2742
;MVMYLUMM-NIM a
401 EXPIRES:Sqx=ber09,2011
IDXS��4 A�.Co
IIXPt
CITY OF
Office of Building Official
REOLIEST FOR INSPECTION
Date Permit No. --,Pg'3
A.W;
R c-vcd r 5—
e PM.
Job Aidress LocaMy
Owner's
Name Contractor
AZ-1-2--A-7--
BUILDING CONCRETE d�LE�..CAI PLUMBING MECHANICAL
Framing Footing Ruigh Wiring Rcugh Air Cond. & I
Re R-Dofing Slate !Ta�pcle Top Out Heating
Insulation Lintel Sewer Fire Place
C:�� Pre Fab
READY FOR INSPECTION
A.M.
Ml o n. Wed� Thurs Friday P W,
0��—.,< �M,�
Inspection Made -- P,1�1,
na�Inspection
Ciirt�fhcate of Or.cupancy
CITY OF ATLANTIC BEACH
800 SENUNOLE ROAD
AUANnC BEACIll ft 32233
INSPEMON PHONE LINE U7-5M
Application Number . . . . . 06-00033370 Date 6/26/06
Property Address . . . . . . 1680 N LINKSIDE CT
Tenant nbr, name . : " * , * INSTALL 1 AHU & 1 HS
Application description . . . MECHANICAL ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
------------------------ ------------------------
RIFKEN SNYDER HEATING & AIR
P.O. BOX 16826
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32245
(904) 641-0600
----------------------------------------------------------------------------
Permit . . . . . . MECHANICAL PERMIT
Additional desc . .
Permit Fee . . . . 65. 00 Plan Check Fee .00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 65. 00 65.00 . 00 .00
Plan Check Total . 00 . 00 . 00 .00
Grand Total 65. 00 65.00 .00 .00
P=Mff IS AWROVIM ONLY IN ACCORDAMM WnH ALL MY OF ATLAWW WACO 02DRUNM AM T= n"WA
BUHMMG CODE&
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT APPLICATION
Date:
Property Address: I& I-
Owner: —��evellk Telephone #:
Contractor: -�,V
C&,- Telephone #:
Contractor Address: 62. 6,0y 16�5z& Fax
In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance
with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of
good practice listed therein.
Type of Heating Fuel: If other construction is being done on this building
4- Electric or site,list the building permit number:
0 Gas: —LP —Natural _Central Utflity
13 Oil
13 Other-Specif
y
MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK
Heat _Space —Recessed >',Central —Floor �d- Residential
Air Conditioning: —Room gCentral
0 Duct System: Material Thickness U Commercial
13 Refrigeration Maximum capacity —cfm 0 New Building
Q Cooling Tower: Capacity gpm Existing Building
Ll Fire Sprinklers:Number of Heads
• Elevator: -- Manlift Escalator—(Number) Replacement of Existing System
• Gasoline Pumps _(Number)
• Tanks (Number) C3 New Installation
• LPG Containers (Number) (No system previously installed)
C3 Unfired Pressure Vessel U Extension or Add-on to Existing System
Q Boilers
13 Gas Piping E3 Other-Specify
U Other-Specify
LIST ALL EQUIPMENT
AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSORIS Approving
Number Units Description Model# ManufiLcturer Ton's Agency
HEATING-FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving
Number Units Description Model# Manufacturer BTU's Agency
ptypo aC
91 k-
TANKS Nominal Capacity Type Liquid serial Approving
How Many &Dimensions Contained Minufacturer No. Agency
800 Seminole Road*Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800* Fax: (904)247-5845* bttp://www.cLatiantic-beach.fLus
CITY OF
4&44t4c Be=14-0;&Uk
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received RM,
16 /A.)1,,�S—C 77.
Job Address Locality
Owner's
Name Contractor '-st 0
BUILDING ELECTRICAL PLUMBING MECHANICAL
Framing E Footing 0 Rough Wiring 0- Rough El Air Cond. & D
Re Rooting E Slab 0 Temp Pole L-1 Top Out F1 Heating
Insulation E Lintel —711, Final F-] Sewer E Fire Place El
f rC 41-C R DY FOR INSPECTION Pre Fab
A.M.
Tues. Wed. Thurs. Friday—PM.
A.M.
Inspection Made PM.
\ector- Final Inspection D.
Certificate of Occupancy E',
Date
CITY OF
AWaot&- Beac4-14
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time
Received RM-
M'
Owner's Job Address Locality
Namer oa6�6-4-11 Contractor —
BUILDING (:C:O:N:C R E T�E ELECTRICAL PLUMBING MECHANICAL
Framing Footing Rough Wiring 0, Rough 0 Air Cond.& E,
Re Roofing Slab Temp Pole 12, Top Out E Heating
Insulation Lintel L, Final E,, Sewer F—, Fire Place E,
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. Thurs. C,,-�Fddft8Vr-- A.PL
A M.
Inspection Made —P.M.
nspector— Final Inspection 0
Certificate of Occupancy 17,
Date
t :
9318
DiEPA"MENT OF BUILDINia
CITY OF ATLANTIC 6EACH
*ION iNPORMAT10N ----------
Wit
w
hddress 16,W'-LINKS,'lDE COURT NORTH'
-p - w INO POOL
At
FLORIDA 32,233"
LANT,,tC BZAC�n
--------- W WAL DkSCRIPTION
0 L SPA�
t
Pjo k
T RHO*,
n ' 'QELVA L I N K I D R
tl d i v ii 10
Val ue
laip r ov,
30
3 0,0 0
'A
got
POOL,,PEF PLAN,$
APPIJOATJ
P t,
XT
""COURT: NQRT" WATER JMM�T FEE
w
T ES
"iJ -,ibA i
17
"A 00,
e,
� R Doti )r-!AB-A%
0,
d,
0250
44 T�y
0 -PA
T
�-rON$T
7 45 0
PE
7
NOVCE,-o ALL CONCRETIE FORMS AND FOOTINGS MUST 13E I
NSPECT
90 BEFORE POURING
PERMIT VOID
SIX MONTHS'AFT8R DATE OF SSUE
SWIL IN
ATERtAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED INPUBLIC SPACE,AND MUST B
UP
AND HAULE6AWAY BY EITHER CONTRACTOR OR OWNER E
�IJIFAILURV-T
0 COMPLY WITH. THE MECHANICS"LIEN LAW CAN AE' SULT IN , ,
PIR "RTY
OWNER"PAYING TWICE. FO '10UILDINGIM
PROVEMENTS.
-1440 ACCORDING TO APPROV
IED PLANS WHICH ARE PART,OP'THISPERMIT AND SU86EC'T TO REVOCA
ATION OF,APPLICASLE PROV I TION FOR
14 ONSOF LAW.
!C-B,EACH BUILDING DEP�RTME T,, owwul�Kwomf
24178
77
iiii;� i�"777,77;77
-7
CITY OF ATLANTIC BEACH
APPLICATION FOR POOL PERMIT
Job Address, 6�0 k N 0�E C-40 V a T
Lot # Block # -Subdivision ;L
Owner &Yes 14 Q P-v C---
Address J�fo L(N"jtC- CVJR-q- A4i,4N-nc EAC)�
Contractor tDC- aA-S
A ddress, 32f
8LV D JAW
License Number C11C 0 44 0 SO
Valuation' $ co Gallons
SITE PLAN
front
M
. rear
C
Signature Owner--,.�. Date
t e
Signature Contractor �/ tDa
RAMCO FORM 400
rLA. 1967 LAWS
FS 713.13
NVIth'T of
4PRZFARC IN OUPLICATZI
Zo Ujout it ittaU rourent:
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.
Descriptionof property.............................L-g—, I...a.5.................................................................. .....................
SELVA UNV-Slt.'�E UM Cr 2—
...........I...................................................................................................................................................................................... ....................
..............I................................I..................................................................................................................................................................................
.................1--.-.................................I......I.............I....................................................I......................................................................... .....................
General description of improvements.............. ......... ................................. .......................
............ ...........................................................................................................................................................................................
............ ............................................................................................................................................................I............. ....................................
.. ....M(4s 14 AV I-,/ PU(;4E.
Owner............. ......................................I..................................................................................................................................................
0 L I rj.t:�Tjz I U&T AJ Co
..g.........Q.4
Address.........................................I....................... . ............................................
Owner's interest in site of the improvement..................................................................................................................................................
Fee Simple Title holder (if other than owner)
Name................................................ .............................................................................................................................................................................
Address..............................................................................................................................................................................................................................
Q A,�'.S 1.0 C� ........P
'A Qtj
Contractor........................................................ ................................. .............................................................................................
I B GA-C44 'BL v
Address............................................................................................................... ............................................................................................................
Surety (if any)..............................................................................................................................................................................................................
Address.......................................................................................................................................................Amount of bond S.................................
Name of person within the State of Florida designated by owner upon whom notices or other documents May
be sierved..
Name........................................................................................................................................................................................................................
Address............................................................................................................................................................................................................................
In addition to himself, owner designater,the following person to receive a copy of the Lienor's Notice
as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option).
Name............................................................................................................. ..................................................................................................................
Address.............................................................................................................................................................
THIS SPAC-Ir Vnn nrrtOUMFn-S IJOV 11IJI-V
0.
if
14p
Rom
.1.4 -411�
kwLj c:i-eAj Hy..V,S'l.La-c�
3-0tri—
. . . . . . C--c T=�, ce—
rlype-&-r-r.f. F-CLJ�r' VAW6 GX6 Akic--r,
>
1994 r—Ic,
e/,e,
MAP SHOWING BOUNDARY SURVEY OF
LOT 2-'7 BLOCK AS SAHOX1,N ON MAP OF
SE-4 VA A 1AIK5 104E 411VI r a?
AS RECORDED IN PLAT BOOK .—::?�Z ..... PAGES JL§�-4� OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA.
FOR: -��&2-1:,�: /vovvzE 5 C&A'p
NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT.
40001�.'�
�A
ov.
'7-
Q
60
00
0
80
I& CIO
fig.
06 ,
re'.. io
'FA
In
0,
v),
N. '�h
R,
V4
CITY OF
4&444-0 AW04-0A
" . Office of Building Official
REOUEST FOR INSPECTION
PermitNo.
Time AM.
Received
ob cality,
Owner's
Name Contractor . .... ..
BUILDING CONCRETE ICAL PLUMBING MECHANICAL
Framing F-1 Footing L7 Rough Air Cond. & E
Re Roofing E, Slab El Temp Pole E7, Top Out C Heating
Insulation Lintel -r-j 6 ZF' 6al� [] Sewer Fire Place 0
jfj 41 Pre Fab
READY FO INSPECTIOW---�
A,M.
P,M.
Mon. Tues. Wed. Thu,,) Friday
A.M.
Inspection Made
Inspector Inspection F—,
Certificate of Occupancy Ej
Date
7 7 vv-,'EV"
M4044
9358
Tf
09PAR AENT OF RUILbING
f
PITY OF ATLANTIC BEACH
PERMIT INFORMATION ------ ------- LOCATI 0-14 1 141FORM&T I ON --------
iaiilt% N vAbe r lddress,*, 11680 LINKSIDE COURT NORTH
TRICAL
t Typo EjEC ATLANTIC BEACH, FLORIDA 32233
Pe'rmi
LEGAL DESCRIPTION
Q11.1alo �of �Work* ADDITION
Section:
Block#
COU4't r. Type,# WOOD FRAME ot :
RNLG
t000sed, Use: Pr-*L/SPA, 'Township
'Code:
' llings'. 1 0 ubdivisioh* SE
we LV, A, LINKSIDE #2,
$0.00
i�ililmat ed Val uo
'Improv. Cds't* $0 00 ,
es
A35
Tota I, re .00
$35, 00
Amount,
�/I 4
'Des IN43 POOL
T ON APPLICATION FEES
'J"'14ERMIT
01D
$0 .00
,"'Addr' COURT NORTH WATER 'IMPACT FEE
".I, - T49E
A 2,"1 0
St"I Z?JMPAC
T
4--
�0
-H.R S. 100
RADON GAS
A
0101it Ibi RADON CAS, 5% SO 00
OVE. $0 .00
1, L klCAL ,4TRACTORE CAPITAL, IMPR
Name: H
�A
SEWER 'TAP
$0 .00
JACI(S Lt, PL32225 CROSS CONNECTION
Li T'�p6, 0 SEC H IMPACT FEE
41,P,
40 66
MARGE
C -N1$T.SURC
*v
Z4
NOT,
-LL,CON1CR91f,PO 0 sepORE POURING
NOTI1r,1t,—A IFIMSAND FOOTINGS MUST 13E iNSPECtle
,PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
$UtLOING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BEPLACED IN PUBLIC SPACE,AND MUST BE
AW BY EITHER CONTRACTOR OR OWNER
CLEARED UP ANOH. AULED AY
�it.P.A,lLtJRE�'T-O.C,O:,M,P,LY2,WITHI THE MECHANICW LIEN LAW 41-40JRESULT 1W
'PAYING TWICE,F , R SUIL MF�AOVEMENTS,-�
Rov H T OFTHISPERMIT,AND ro
V�EVP ATION R,
ED,PLANSW ICH ARE PAR
RNG To APP
ICA -PROVISIONS Of LAW.
IONO
SLF
�,At SUILDINQ DEPARTMENT
A.
.........................
„CITY OF ATLANTIC BEACH, FLORIDA
Approwd by APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
ELECTRICAL FIRM: WATER ELECTR Cl-FJ Q'f_-Wo T"RE JOURNEYMAN
v
NAME. Vo a E P,Fa ADDRESS: �6�0 L�S'kVSUIO Q�� LL -RFD_BOX
BLDG.SIZE BETWEEN:
RES.(4 APT.( I COMM.( PUBLIC INDUS. NEW( OLD( REW.
ADDITION TRAILER TEMP. SIGNS ( SO. FT.
SERVICE: NEW( INCREASE ( REPAIR FEE
CONDUCTOR SIZE AMPS COPPER ALUM.I
SWITCH OR BREAKER AMPS PH W VOLT RACEWAY
EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY
FEEDERS NO. SIZE IND. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
1 0.30 AMPS"I 1 31-100 AMPS
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
j
FIXED 0.100 AMPS. OVER
APPLIANCES
BELL TRAN'SF�
AIR H.P.RATING H.P. RATING
CONDITIONING COMP.MOTOR OTHER MOTORS' AMPS CEIL HEAT: -KW-HEAT”'
'0.
0-1 OVER:
MOTORS H.P. VOLTAGE PHS NO. 1 H.P,
VOLTAGE. PHS . . . .. . .
MISCELLANEOUS
CITY OF
AW4a&'C &dd - 9&Ud4
A $00 SEMINOLE ROAD
ATLANTIC BEACH,FLA)RIUA.32233-5445
TELEPHONE("4)247-S8W
FAX("4)247-5805
NOTICE
TO: Water Department
FROM: Building Department
DATE: '�) �'- -- "?4/
Please be advised that the final building inspection has been
completed on each of the following addresses and construction water
is no longer needed:
Permit Number Address
C'c
Sincel�ely,
Building Department
r MAP SHOWING BOUNDARY SURVEY OF
LOT BLOCK m AS SHOWN ON MAP OF
1.1W M Atl r
$/ - 41
AS RECORDED IN PLAT BOOK PAGES �O AF A OF THE CURRENT PU13LIC RECORDS OF DUVAL CO., FLA,
FOR: C-'1117-,'-x A/4�-VE 5 CORR
NO'M IWAMINGS A�PV
M HEREON ARE BASED ON THE ABOVE MENTIONED PLAT.
/VOR7-//
41.
2 1994
.4.e A�s;'S' 46.00 ouilding and g
co oe- �1'
cp -0
C4
11.003*.Oo
A-
60
fo&
7-
7-
oo g
9-1
1.ql)
fi
oe.
Nil
7�
0 0
.50
A,00
MOM
-------------
Teralift-ratt of Orrupunru
Mtv of
Atlantic 'star# — -floriba
VtVartmut of Nuilbing Inspation
This Certificate issuedpursuant to the requirements ofSection 103.8 ofthe Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use- For the following.
Use Classification Single Fartilly Residence Bldg.Permit No.
GroupW-11�� Type Construction S/I' FireDistrict AtInnt-ac, Reach
6620 South rive South
OwnerotBuilding entex Real Estate Address .4oint D
ng Ajdd Locality Atlantic Beach, FL 3;233
By: DON Q. FORD
_rr
u
3 Date:
POST IN A CONSPICUOUS PLACE
----------------
CITY OF
V
'4�� (
I P-.// 4&4ailex
Office of Building Official
REQUEST FOR INSPECTION
Date 'a Permit No.
Time A.M-
Received P.M.
Job Address ocality,
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL MECHANICAL
ou
Framing Footing Rough Wiring �K Air Cond.&
Re Roofing E Slab Temp Pole op Out Heating
Insulation Lintel Final E� Sewer [I Fire Place
Pre Fab
READY FOR INSPECTION
-Z'
Mon, Tues, Wed. (:T:h u�r. Friday —A�
A.M.
Inspection Made RM.
Inspector Final Inspection 0
Certificate of Occupancy 17
Date
CITY OF
Beaclt-AM,d14
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time =M
Received 'P.m,
Jo�,�Idress Locality
Owner's
Name
BUILDING CONCRETE LE, RIC PLUMBING MECHANICAL
Framing Footing F� Rough Wiring L- Rough Air Cond. &
Re Roofing Slab [7 Temp Pole E Top Out E: Heating
Insulation Lintel F— Fi I Sewer E� Fire Place
Epk/— Pre Fab
R��NSPECTION
Mon. Tues. Friday—F
Inspection Madc 'S
Inspector— r Final Inspection E
Certificate of Occupancy
Date —
CITY OF
Be=A-9914wx&
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received P.MI.
Job Address Locality
Owner's
Narne Contractor
BUILDING CONCRETE ELECTRICAL P U DIN MECHANICAL
Framing Fooling Rough Wiring Rough E Air Cond. & E,
Re Rooting Slab L:] Temp Pole E To Out L] Heating
lnsulat�on E Untel Final L: Q�e�F' Fire Place E
Pre Fab
READY FOR INSPECTION
AW1,
Mon. Wed. Thurs. Friday—P M,
Inspection Made .. ....
��-Pector— Final Inspection D
Certificate of Occupancy
Date
CITY or
Office of Building Official
REQUEST FOR INSPECTION
Permit No.
Date
Tirne
Received RM.
Job ress C, Locality
Owner's
Contractor
BUILDING -- CONCRETE 17 ELECTRICAL
Framinc 7� Footino Rough Wiring Rough L Air Cond. &
Re RoOTing Slab E-, Temp Pole Top Out Heating
Insulatio r, Lintel Final Sewer Fire Place
Pre Fab
READY FOR INSPECTION
A.V!,
Mon. Wed. Thurs. Friday
A.M.
Inspection Made P.M.
risrectof— Fina! Inspection
Certificate of Occupancy
Date
CITY OF
Office of Building Official A
r
REQUEST FOR INSPECTION
Date 9,1 Permit No,
Time
Receive P.M.
Job Ao�kess
Owner's
Na tor
RETE LE ICAL P UMBING-- MECHANICAL
(����CO�NC �
Rough 11 d,&
Re Rooting 0 Slab Te Pole 0 Top Out 0 Heating
insulation 1: Lintel Ft al 0 Sewer 0 Fire Place r--:1
Pre Fab
READY FOR INSPECTION
A.M.
Tues, Wed. ThUrs, y RM,
A.M, -re
--7 �/�,
Inspection Made PM
Inspector
Certificate of Occupan
Date
CITY OF
14 64� AW04-0 Si44
Off ice of Building Official
REQUEST FOR INSPECTION
Date 7- 1,/-9 Permit No.
Time A.M.
Received -06 (
1680
jq,*dress Locality
Owner's v
Name Contractor
BUILDING -r�N—C A E—T�E �- ELECTRICAL MECHANICAL
otlna
Framing 9 1 Rough Wiring
7o� Air Cond.&
Re Roofing Slab Temp Pole op out Heating
Insulation
Lintel Final Sewer Fire Place
Pre Fab
READY FOR INSPECTION
Mon Wed. Thurs. Friday
A.M.
Inspection N1,1LIV PM,
Final Inspection
Certificate of Occupancy
CITY OF
Office of Building Official
6 _r 4RE UEST FOR INSPECTION
Date Permit No.
Time
Received
Job AddrqQ, ality
Owner's 642;
Name — (9 —Contractor
BUILDING �ONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing Rough Wiring Rough F] Air Cond. &
Re Roofing Slab Temp Pole Top Out Ej Heating
Insulation
Lintel Final Sewer E Fire Place
Pre Fab
READY FOR INSPECTION
Frida
Mon. Tues. Wed.
A.M.
Inspection Made M.
Oe Final Inspection El
inspector-
Certificate f Occupancy
Date
h 0 T I C E
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
JOB ADDRESS DATE
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be
made before the job will be accepted
511,eez-Ile- e-euz- Ze-
Al-"Z f-4
1P"'e5--4 Z>
It is unlavAul ior 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 had ample time to approve
the installation.
After additions or corrections have been made, [ding
Department for an inspection. Field Inspectors are in the office from
to Monday through Friday. PLUMBING
FLEC
B-4 BLDG
PRESS HARD-USE'BALL POINT PEN
DATE:'�--'/
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE
SATISFACTORY:
FF-70 , 166
----------------
(FE 3
2- --------- I--------------------
-------------------------------------------------
------------------------- -----------------------
------------------------- -----------------------
Enclosed are the blue copies of the permits.
7 S ELY,
BUILDINIfINSPECTIOH DIVISION
cc :FILE
CITY OF
4&44d,fz, B=c4-4;&u-c& g;
W11ce of Building Official 9 s-s-y
REQUEST FOR INSPECTION
Date Permit No.
Time AM.
Received RM.
Cal
0�-ty
Job Address Locality
Owner's
Name Contractor
CB 61N—G�> CONCRETE ELEG7TRICAL WMEIING MECHANI
,�7 LU
Footing 0 o h �R-o [D ir Cond. &
Ro
Slab 0 T2em p Pole op Out
Re Rooting L] P Pole E Top Out Heating
Insulation El Lintel U, Final Ej Sewer Fj Fire Place 171
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. Thurs.
C A,M,
Inspection Made P.M.
Inspector Final Inspection [7,
Certificate of Occupancy E,
Date
64tk
tj
C',7,;�brjv
OP
lipciate
/VC,,b
PSR-W4
8862
DEPARTMENTOF BUIWINQ
CITY OF ATLANTIC BEACH
PERMIT 1NkdkMATT -------- LOCATION INFO
f1erWi t Numbee: $862
Address 1680, L1NX51DE COURT NORTH
'Pie rmi t TyPe. MECHAN I C'AL ATLANTTC, BEACH, PLORIDA 3 2 23 3,
�;"l atz of Work,, 14EW �CRIPTION
LECIAL DES
Type*. , WOOD FRAME
' Lot : B11 bek: Section.
Township-
:.-Proposed Use., SINfJLE ,PAMJJLY
RNO* 01
1, Code: O� Sub'division' $ELVA LINKSIDE
E t 00
stimated Value*
Total 'F44--z
Ambuot 0-c)
DA '7/2,9/94
E TRAL HEAT AND AIR T14 NEW 'SINOLE FAMILYI ' RESIDENCE
TION "..APPLICATION FRES ,
P
v, JR
Name
9RMIT S47 .00
E: COURT Nrt�'M,
WATER IMPACT PER, $0 Q0
22,11 3 Q Of-)
EACH, FLORIDA Z S
-4"Ak�QN',`
T)
eo zz
-S
' 01 W
- FORMAT�,ON ----— RADON CAB, 5% $0 ,00
I AT -k 21 , CAPITAL TMPROVE.
-kez�s SU ZAX R(��
Md SEWER TAP11
'TION 80 ,00
CROSS C_)NNEr.
License ,'1ACX "3 T pe: 0 S E C H 114PACT PER t*. 00
7 , StjR,^jJAP
CONST 'GE
ffi;�;A i
MOM,' w0l-�,�,
NOTES-:'
NOTIPIE I—ALL CONCRETE FORMS AND FOOTINGS MUST 1,39 INSPECTED BEFORE POURINO
PEAMITVOID SIX MONTHS AFTER DATE OF ISSUE
6.UfL6fNG MATERIAL,RUBBISH A 66EBRIS FROM THIS WORK MUST'
NOTBE PLACED IN�PUBLIC SPACE,AND MUST BE ,
A CONTRACTOR OR OWNER"
UP AND HAULED AWWAY BY EITRE
C 'LY''W
WILURETO OMO WITH TkE MECHANICS' UEN_�LAW. CANAESULT IN
TWICE FOR"BUIL00
THE PROPERTY
40 IMPROV ENTS."
,,�ISSUEDACCORDIING, ROVED�PLANS WHICH ARE PART OF TH16 PERM), AND SUBJECT TO'IR VOCATION FOR
TO,APPI �T
VIOLAT�ONQFAOPLIC Pkd�JSIONS OF LAW.
00
ODOM,
AT, '0ALDING DEPARTIAE
EACkS NT
r
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC IJEACH
ATLANTIC BEACH. FLORIDA 32233
APPLICATION FOR MECHANICAL- PERMIT CALL'-IN-NUMBER
IMPORTANT Applicant to complete all items in sections 1, 11-111, and IV,
Street Address: C�)
LOCATION !Lk,() L�2i f)E, L" i &,ti L)
OF Intersecting Street&: 801%vown k1j- -- And t
WILDING
11. IDENTIFICATION To be completed by all applicants
In consideration of patrn;1 given for doing the woA at described in the abcvo statement we he4by aqfe* to re-lc— s6;d -0-t
with the 4ttachpd p1sits end specifications which atti a port hereof and in accordance Ltil III* City of Jacisonvd'o oid;mo�cei a-z j-a-za-=i
of good practice listed therein.
Name of Mock ontraclors
" onical ykAkLA— H.&L A, ic- , CAJ2k I
Csintrato IF..,) Matter
Home of
h9porty Owner
12 n�l
s4asture 44 Owner Signature of
w Avtkor4ed Agent Architect or Enq;neot
III. GfNERAL INFORMATION
Typa 15 OTHER CONSTRUCTION 111917���
'Pl'bectr;c THIS BUILDING OR SITE 1.
0 Gas—0 �P (3 NeIvrel 13 Central Utility
IF YES. GIVE NUMSER Of
C3 09 PERMIT
C] 0#4" — Sp@4fy
IV. MICKARCAL E40UIFL46W TO 96 INSTALLM N�AT E OF WORK
IF ooW6 complete W of compossish ssis back of this form) Residential or f J Commercial
;3� Most 0 Space 0 Recessed Ar/ceftlisil 0 Flow Now Building
A;rCo"rlioo;a9; 13 Room 121""Control 0 Existing Building
M 'bi i rr 'Q--aws- 1�f�-o RoplacerniPit of existing Illy3lef"
Sy0sims isterisit
mosiowm capacity CAM, El---New Installation(No System previously installed)
0 R644ger,0600 13 Extension of add-on to existing system
0 coon" towsi,: Capacity C1 Other — Specify
C] Foo slsrialiloin: Ntimber of 6"4k
C) fism,41W 0 mealift 0 Escalate THIS $PACII: POIL OFFICS US& ONLY
C) Gosollifte PUMP4 -("Winborl (It"61-411
0 T4111111. Itar"As
0 LPG coo"
E3 U*ArW we"tore v"M
E3 sea$" hmit Approysid Do
0 QI&W — Specify Foa-- --
Uffr ALL EQUIPMENT
AIR CONDITIONING AND REFRIGERATION EQUIPMENT
C-1-D. ty A m-lIng
Number UnItA Descripuou MOM Number
LULL Flk.)KIX�() 7MA L V11—
CITY OF ATLANTIC BEACH, FLORIDA
APprovftl by APPLICATION FOR ELECTRICAL-P'-I'R MIT
TOTHE CHIEF ELECTRICAL INSPECTOR% DATE:
IMPORTANT NOTICE:
IN CON91DERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES ANO CITY OF
ATLANTIC BEACH ORDINANCES.
I e-1'e
ELECT91CAL FIRM- -MASTER ELECTRIC18N SIGNAT
VRE Tr MUUMUU
NAME. ADDRESS; RFD—BOX_
BLDG.SIZE —BETWEEN:
RES.p< APT.t COMM. PUBLIC,( INDUS.I NEWPI<( OLD I REW.
ADDITION( TRAILER ( I TEMP.11 SIGNS I SO.FT.
SERVICE: NEWX INCREASE( REPAIR FEE
CONDUCTOR SIZE �zlo AMPS 1-5�� COPPER I I ALUMJ�§
MfflTCHORBREi%jSEA .4-.TA2 AMPS , / -PH 3W VOLT R CrfiAY
EXIST.SERV.SIZE AMPS PH - W. VOLT RACEWAY
FEEDERS NO. SIZE INO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED. OPEN TOTAL
RECEPTACLES CONCEALED... OPEN TOTAL
1 0-20 AMPS. 31-100 AMPS.
SWITCHES
INCANDESCENT
FLUORE;CENT&M.V.
FIXED 0 100 AMPS. OVER
APPLIANCES ff -- - I I i BELL TRANSF.
AIR H.P.RATING H.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT; KW-HEAT
I
O*l. OVER
MOTORS IH.P VOLTAGE PHS NO. �?OLTACE PHS
DEPAI%T#AENT OF BUILDING
CITY OF ATLANTIC BEACH
-------- LO AT14
'N r qpm
PERNIT' I WON )N INPORNATION
55, , -. 16, 0 LINKSIDE COURT NORTH
Number: Address , i
; - I ATLANTIC BEACH, FLORIDA 32233
P' :t Type,: PLPMBIN
0,
----------
'ass� o
f Work; NEW,' LEGAL DESCRIPTION
C0'.nst,r. Type,. "WOOD FRAME Lot.: � 125 Block-.' Section:
i hi NO: 0
Pr' o'posed- se: $IOLL' FAMILY Town
I Code: 0 Subdivi�ion* ' SZLVA LINKSIDE,
We" 3� gs
sti"mated Val ue $0 .00
Tmprov. Cost :, $0 .00
t �$57 .00`
'00
A
SING . IN NEW INGLE FAMILY RESIDENCE
Wo,
APPLICATION FEES
TON
(ek"
PERMIT $57 .00
SIDE COURT NORTH w:
�_Add A&T FEE 007, S0.00
0
FLOR I
0
FEE
RADON GAS-H.R.'S. 0.00
$0.00
RADON; CAB 5%
I PLUMB, CAPITAL ' IMPROVE 0 .0,011-1
TAV 00
Ad�r 24, 0lN4-,-BLVD`;-
8 CONNECTION $0 .00
JACK 1 9:, FLA. 32210 CRO:S
Type 00
4 SEC IMPACT FEE
K doNst'A'SURCHARGIC so 09
'S
E
INGS MUST 13E INSPECTED 86FQR POUR1140
A i" ]NOTICIE ALL CONCRtTE FolftMS AND FOOT
R -ISSUE
PERMIT VOID SIX MONTHS AFT,E DATE OF
u U
W
I ATERIA44,AUSSISH AND DEBRIS FROM THIS WORK MUST NOT BePLACED IN PUBLIC SPACE,AND MUST BE
AY'BY EITHER CO
I- UPANIQ HAULED AW NTRACTOR 08 OWNER,
COMPLY WITH THE'MECHANlC$,lLjEN L
AW CAN -RE.-SULT
M TS." '
'N
'.PA ATY-OW OR WING TWICETO "40INGIMPR E
P CORQJNGTO�APPROVEO PLANS WHICH ARE PART OF�THIS PERMIT AND SUBJECT TO REVO
ic CATION FOR
OF APPLICABLE PROVISIONS OF LAW.
8
00000moo
57,0014
' TI 'HOUIL NG051PARTMENT
DI R
AN"711p, C
19949
17
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION: ---- -------- - /2-/- ------------------
PLUMBING CONTRACTOR: - -- ----------- -- -- -------------------
LICENSE NUMBERS: 19 19 4--------
OWNER:----------------7 ---- ------4-0-9----------------
7------ ------- - -------
BUILDING CONTRACTOR: / 1/2 /w------------------------------
-4�7�-----2
TYPE OF BUILDING: ILLI
J/ -----------------------------
SINKS / - SHOWERS
-13----LAVATORY -----T -WATER HEATERS
�;_T---BATH TUBS -----T-DISHWASHERS
---------- ----------
URINALS Z. DISPOSALS
-----Z�-CLOSETS ---7-----WASHING MACHINE
FLOOR DRAINS OTHER
/Z.-TOTAL FIXTURE COUNT
----------------------------- ------------------------------
INSTALLATION OF PLUMBING AND FIXTURE.S -MUST Bi 'IN ACCORDANCE WITH THE MOST
RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.�,�..
QA55
WIWI
NT
'A
000100M OF'
---99
INFOP
"TTON ------ -------- LOCATION INFORMATION
PERMIT
IDE COURT NORTH
t Number.: Address,l,
I DA, 3i6 3 3
ATLANTIC BEACH? FLOR
-P0*rmjt Type: BUILDING
LEGAL DZSCRIPTIO14
of Work NEW
Lot Block. Se47tion
Type W'OOD FRAME 0
Use:
Tovns,,h4 P: RN43
P Qsed SINGLE �VA
I code Subdivision: StLVA LINK$I:PE:
istima ed, Va uet
l4rov. Cost
Tot
34 , 13
t
134. 15
Rap 164;
F-AM i;174 ROU)NNIQ
ck,
Els
il'% IT", 'APPLICATION r
$693 .00:
TZ 'PERMIT
OINT. DRIVE SWTH IMPAC P1
4 3 0.0 0
Fj
n"!
FL 32216% -ga,
01 T&P
-H�R�S
RADON GAS $7,, 83�
------ �O NFOkMA7,P.QN 41
REAL -,$32 5 .0,0-
ame EN
$0 .00
RIVE SEW 0, TW�
C
' 'ONNECTION,
Jkr ILL Z FL 13 2 2 16 CROSS $35.00 ,
0 Type: 54
7
10 00
SEC H IMPACT IPEZ
CONST.SURC
!AAROZ
"NOT6
4 r
Ig
mv,U
NOTICE—ALL CONCRETE, F9"MS AND FOOTINGS MUST BE IN$P9CTED.BEFORE P0UfIIwG
PERMIT VOID SIX MONTHS AFTER,DATE OF ISSUE
A V , B
ATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOTSE PLACED IN PUBLIC SPACE,AN])MUST
IONTRAcTOR OF;OWNER
Y:BY EITHER 0
�, P AND HAULED,A, WA
To Cr'40M r isill...
01I.Y, WITH THE.MECHANICSY LIEN LAW,CAN
E AT-YOWN UILDINGAPROVEMENTS."
ERPAYING TWICE FOR 0
THIS 'EV CATION,FOR
PERMIT AND SUBJECT TO R
6 To APPROVEDPLANS WHICH ARE PART OF
ICABLEPR6VI$IONS Of LAW.
S 114PAOC
I T''a T
�Aol 3 L
P
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address 16AI-�
Date ('�, - 614, —
Heated Sauare Footage p e r s q f t =
Garage/Shed 9 Z @ 9 per sq ft =
Carport/Porch @ $ per sq ft =
Deck @ $—per sq ft =
Patio @ $ 4.00 per sq f t = $
TOTAL VALUATION: $
97 R / -3 --�2�.c) a s —266,00
�aluation 1st $ '�-D�060
192
Remaining Value $4/. per thousai�d
or portion thereof
TOTAL BUILDING FEE $ 6 C,
+ 1/2 Filing Fee $
Fireplaces @ $15 . 00 $
BUILDING PERMIT FEE $
WATER IMPACT FEE $
SEWER IMPACT FEE $
WATER METER/TAP $
CAPITAL IMPROVEMENT $ 32--5
SEWER TAP $
(Itaqr RADON (HRS) . 00-50 $ Z S3 Z,
SECTION H PAVING $
HYDRAULIC SHARES $
CROSS CONNECTION $
(A,f-7) SURCHARGE . 0050 $ '2�42-
-OTHER $
GRAND TOTAL DUE saq�3�j V -7
ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing
Electric/New Electric/Temp_; SwimmingPool
Septic Tank Well Sign Finish Floor Elevation
Survey Other_
CALCULATIONS and/or NOTES:
FLOODPLAZU DEVELOPHENT XNFORMATXON
Type of Developments... -------------------------------
Flood Zon&3----
Required Lowest Floor Elevation i
Xf building In located wIthin a flood hazard zone# a survey! must
be made AFTER THE SLAB UAS SCEN POURED, certifying that the
LOWEST FLOOR ELCVATX0V to equal to or above the bass flood
elevation establIshod for that zone.
no final Inspectlon will be mode and no cortig-Icate, of occupancy
will be Issued until the survey In on 'III& with the Building
Departmento 4r
COMHEHTS%
Applicant Acknowledgeusats X understand that the Issuance of
this permit Is contIngent upon the - above Information being
correct and that the plans and ouppmting date have been or shall
be provided an requirwdo I agree to comply with all applicable
provisions of Ordinance Hoe 25-7-11 and 12 other laws or
nal o her
ordinances affecting the proposed develop t.
__Applicant*n Bignature- ----- ------------
--------------;-----------------------------------------
Department Use
Re;quired Lowest Floor Elevation ——-----------
Aml Built Lowest Floor Elevation -----------------
Survey Filed with Building D*partment, -----------
page 3
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for EPI= 97 .6
DCA Form 60OA-93
or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100
I ---------------------------------------X- 1
The maximum allowable EPI is 100. The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLR DBL TINT
WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X-------
INSULATION. . . . . . . . . . . . . . . . . .
R-10 R-30
Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1
R-0 R-7
Wall R-Value. . . . . . . . . 11.0 1 --------------------X1
R-0 R-19
Floor R-Value. . . . . . . . . 0.0 Ix-------------------- I
AIR CONDITIONER. . . . . . . . . . . . .
10 .0 SEER 17 .0
SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 Ix-------------------- I
HEATING SYSTEM. . . . . . . . . . . . . .
6.8 HSPF 12.0
Electric HSPF. . . . . . . . . . . . 6.8 Ix-------------------- I
WATER HEATER. . . . . . . . . . . . . . . .
0.88 0 .96
Electric EF. . . . . . . . . . . . . . 0.93 1 ------------X-------- 1
0.54 0.90
Gas EF. . . . . . . . . . . . . . 0.00 1 ---------------------1
0.40 0.80
Solar EF. . . . . . . . . . . . . . I --------------------- I
OTHER FEATURES. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
I certify that these energy saving features required for the Florida
Energy Code have been installed in this house.
Builder
Addre S s: Signature: Date:
City/Zip Q_
Florida Energy Code for Building Construction - 1993
Florida Department of Community Affairs FL-EPL CARD93
Department of Community Affairs SN: 5411
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OA-93 Residential Whole Building Performance Method A NORTH
PROJECT NAME: Lot 125 Selva Linksi BUILDER: Centex CLIMATE
AND ADDRESS: X61.R40I,inkside (,TJJ PERMITTING
Atlantic Beach, Fla OFFICE: Atlantic Bea ZONE: 11_1 21_1 314nl
OWNER: Centex PERMIT NO. IJURISDICTION NO.261100
CK
1. New construction or addition 1. New Construction
2. Single family detached or Multifamily attached 2 . Single-Family
3. If Multifamily-No. of units 3. 0
4 . If Multifamily, is this a worst case (yes/no) 4 .
5. Conditioned floor area (sq. ft. ) 5. 1647 .00
6. Predominant eave overhang (ft. ) 6. 1 .00
7. Porch overhang length (ft. ) 7 . 0.00
8. Glass area and type: Single Pane Double Pane
a. Clear Glass Ba. O. Osqft 186.00sqft
b. Tint, film or solar screen 8b. O.Osqft 0.00sqft
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 167 .00 ft
10.Net Wall type area and insulation:
a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 1228.60sqft
b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 169. 90sqft
11.Ceiling type area and insulation:
a. Under attic (Insulation R-value) lla.R=30 .00 , 1727 .00sqft
12 .Air distribution systems
a. Ducts (Insulation + Location) 12a. R= 6.00 uncond
13.Cooling system 13 . Type: Central A/C
SEER: 10.00
14 .Heating System: 14 . Type: Heat Pump
HSPF: 6.80
15.Hot water system: 15 . Type: Electric
EF: 0.93
16.Hot Water Credits: (HR-Heat Recovery, 16.
DHP-Dedicated Heat Pump)
17 .Infiltration practice: 1, 2 or 3 17 . 2
18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Multizone)
19 -EPI (must not exceed 100 points) 19. 97 .58
a. Total As-Built points 19a. 29486 .05
b. Total Base points 19b. 30217 .44
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
I Hereby certify that the plans and Review of the plans and specifications
specifications covered by this calcu- covered by this calculation indicates
lation are in compliance with the compliance with the Florida Energy
Florida Energy Code. Code. Before construction is completed
R � this building will be inspected for
PREPARED BY: compliance in accordance with Section
DATE: 553.908 F.S.
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT:_ BUILDING OFFICIAL:
DATE: DATE:
Department of Community Affairs SN: 5411
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OA-93 Residential Whole Building Performance Method A NORTH
PROJECT NAME: Lot 125 Selva Linksi BUILDER: Centex
I' CLIMATE
AND ADDRESS: Q, Linkside f" PERMITTING
Atlantic Beach, Fla4 OFFICE: Atlantic Bea ZONE: 11_1 21_1 311
OWNER: Centex PERMIT NO. 1JURISDICTION NO.2A100
CK
1. New construction or addition 1. New Construction
2. Single family detached or Multifamily attached 2 . Single-Family
3. If Multifamily-No. of units 3. 0
4 . If Multifamily, is this a worst case (yes/no) 4.
5. Conditioned floor area (sq.ft. ) 5. 1647 .00
6. Predominant eave overhang (ft. ) 6. 1.00
7. Porch overhang length (ft. ) 7 . 0.00
6. Glass area and type: Single Pane Double Pane
a. Clear Glass 8a. O.Osqft 186.00sqft
b. Tint, film or solar screen 8b. O.Osqft 0.00sqft
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter) 9a.R= 0 .00 , 167 .00 ft
10.Net Wall type area and insulation:
a. Exterior: 2. Wood frame (Insulation R-value) lOa-2 R=11.00, 1228.60sqft_
b. Adjacent: 2. Wood frame (Insulation R-value) 10b-2 R=11.00, 169.90sqft
11.Ceiling type area and insulation:
a. Under attic (Insulation R-value) Ila.R=30.00 1727 .00sqft
12.Air distribution systems
a. Ducts (Insulation + Location) 12a. R= 6.00 uncond
13.Cooling system 13. Type: Central A/C
SEER: 10.00
14.Heating System: 14 . Type: Heat Pump
- HSPF: 6.80
15.Hot water system: 15 . Type: Electric
EF: 0.93
16.Hot Water Credits: (HR-Heat Recovery, 16.
DHP-Dedicated Heat Pump)
17.Infiltration practice: 1, 2 or 3 17 . 2
18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Multizone)
19.EPI (must not exceed 100 points) 19. 97.58
a. Total As-Built points 19a. 29486.05
b. Total Base points 19b. 30217 .44
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I Hereby certify that the plans and Review of the plans and specifications
specifications covered by this calcu- covered by this calculation indicates
lation are in compliance with the compliance with the Florida Energy
Florida Energy Code. Code. Before construction is completed
this building will be inspected for
PREPARED BY: compliance in accordance with Section
DATE: 553.908 F.S.
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES.
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Windows 606 . 1 Maximum of 0 . 34 CFM per linear foot of operable sash
crack (includes sliding glass doors) .
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Exterior & 606 . 1 Maximum of 0 .5 CFM per sq. ft. of door area: solid
Adjacent Doors core, wood panel,insulated or glass doors only.
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Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other-
& Cracks wise sealed.
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PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING:
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Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier
& Floors installed. Sole plate/floor joint caulked or sealed.
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Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface
& Ceilings caulked, sealed or gasketed.
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DuctWork 606. 1 Ductwork in unconditioned space must be sealed.
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Fireplaces 606. 1 Equipped with outside combustion air, doors and flue
dampers.
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Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see
606. 1.A.2 .
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Combustion 606. 1 Combustion space and water heating systems provided
Heating with outside combustion air, except direct vent
appliances.
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** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) **
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Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-11.
Switch or clearly marked circuit breaker (electric)
or cutoff (gas) must be provided. External or built-
in heat trap required.
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Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar
& Spas heated) . Non-commercial pools must have a pump timer.
Gas spa & pool heaters must have a minimum thermal
efficiency of 78 percent.
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Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal-
lons per minute at 80 PSIG.
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Air Distribution 610. 1 All ducts, fittings, mechanical equipment and plenum
Systems chambers shall be mechanically attached, sealed, ins-
ulated and installed in accordance with the criteria
of Section 610. Ducts in unconditioned attics must
be insulated to a minimum of R-6. Air handlers shall
not be installed in attics unless in mechanical
closet.
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HVAC Controls 607 . 1 Separate readily accessible manual or automatic
thermostat for each system.
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Insulation 604 . 1 Ceilings minimum R-19. Common Walls - Frame R-11 or
602 . 1 CBS R-3 both sides. Common ceiling & floors R-11.
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SUMMER CALCULATIONS
BASE AS-BUILT
GLASS----------------
ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS
-------------------------------------------------------------------------------
N 98 .00 65.8 6448 .4 DBL CLR N 18.0 38.3 .94 648.0
DBL CLR N 18.0 38.3 .94 648.0
DBL CLR N 18 .0 38.3 .94 648 .0
DBL CLR N 18.0 38.3 .94 648.0
DBL CLR N 18.0 38 .3 .94 648.0
DBL CLR N 4 .0 38 . 3 1.00 153.2
DBL CLR N 4 .0 38.3 1. 00 153.2
E 10.00 65 .8 658 .0 DBL CLR E 10.0 79.7 .95 757 . 1
S 24 .00 65 .8 1579.2 DBL CLR S 24 .0 66 .2 .91 1445.8
W 54 .00 65.8 3553.2 DBL CLR W 12.0 79 .7 .95 908.6
DBL CLR W 12.0 79.7 .95 908.6
DBL CLR W 15 .0 79. 7 .95 1135.7
DBL CLR W 15.0 79 .7 .95 1135.7
----------------------------- --------------------------------------------------
. 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS
AREA AREA FACTOR POINTS POINTS POINTS
-------------------------------------------------------------------------------
. 15 1,647 .00 186 .00 1.328 12,238.80 16,255 .89 1 9,838. 15
---------------
NON GLASS------------
AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS
-------------------------------------------------------------------------------
WALLS----------------
Ext 1228 .6 .9 1105.7 Ext Wood Frame 11.0 1228.6 1.70 2088.6
Adj 169 .9 .7 118.9 Adj Wood Frame 11 .0 169.9 .70 118.9
DOORS----------------
Ext 21 .0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1
Adj 18.8 2 .4 45. 1 Adj Wood 18 .8 2 .40 45. 1
CEILINGS-------------
UA 1727 .0 .6 1036.2 Under Attic 30.0 1727 .0 .60 1036.2
FLOORS---------------
Slb 167 .0 -37 .0 -6179.0 Slab-on-Grade .0 167 .0 -41.20 -6880.4
INFILTRATION---------
1647 . 0 8.0 13176.0 Practice #2 1647 .0 8. 00 13176.0
TOTAL SUMMER POINTS 25, 686 .98 191508.72
TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING
SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
-------------------------------------------------------------------------------
25, 686.98 .37 9,504 . 18 1 19,508.72 1.00 1. 100 .340 .860 6,274 .78
WINTER CALCULATIONS
BASE AS-BUILT
GLASS----------------
ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS
-------------------------------------------------------------------------------
N 98.00 -10.6 -1038.8 DBL CLR N 18 .0 7 . 3 1 .09 143.2
DBL CLR N 18.0 7 . 3 1.09 143.2
DBL CLR N 18 .0 7 . 3 1.09 143.2
DBL CLR N 18.0 7 .3 1.09 143.2
DBL CLR N 18.0 7 .3 1.09 143.2
DBL CLR N 4 .0 7 .3 1.00 29.2
DBL CLR N 4 .0 7 . 3 1.00 29.2
E 10.00 -10.6 -106.0 DBL CLR E 10.0 -9.2 .85 -78.2
S 24.00 -10 .6 -254 .4 DBL CLR S 24 .0 -28.4 .96 -654 . 3
W 54 .00 -10.6 -572 .4 DBL CLR W 12 .0 -9 .2 .85 -93.8
DBL CLR W 12 .0 -9.2 .85 -93.8
DBL CLR W 15 .0 -9.2 .85 -117.3
DBL CLR W 15. 0 -9.2 .85 -117 .3
- -------------------------------------------------
. 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS
AREA AREA FACTOR POINTS POINTS POINTS
-------------------------------------------------------------------------------
. 15 1,647 .00 186.00 1.328 -1,971. 60 -2,618 .73 -380.29
NON GLASS------------
AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS
-------------------------------------------------------------------------------
WALLS----------------
Ext 1228.6 2 .2 2702 .9 Ext Wood Frame 11.0 1228.6 3.70 4545.8
Adj 169.9 3.6 611.6 Adj Wood Frame 11. 0 169.9 3.60 611.6
DOORS----------------
Ext 21.0 12 .3 258.3 Ext Insulated 21.0 8.40 176.4
Adj 18.8 11.5 216.2 Adj Wood 18.8 11.50 216.2
CEILINGS-------------
UA 1727 .0 1 .2 2072 .4 Under Attic 30.0 1727 .0 1.20 2072 .4
FLOORS---------------
Slb 167 .0 8.9 1486. 3 Slab-on-Grade .0 167 .0 18.80 3139.6
INFILTRATION---------
1647 .0 7 .4 12187 .8 Practice #2 1647 .0 7 .40 12187 .8
TOTAL WINTER POINTS 16,916.83 22,569.57
TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING
WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
-------------------------------------------------------------------------------
16,916 .83 .55 9,304 .26 1 22,569.57 1. 00 1. 100 .500 1.000 12,413.27
WATER HEATING
BASE AS-BUILT
NUM OF x MULT TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL
BEDRMS RATIO MULT
-------------------------------------------------------------------------------
3 3803.0 11,409 .00 40 .93 1.000 3599.3 1.00 10,798.00
SUMMARY
BASE AS-BUILT
COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL
POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS
-------------------------------------------------------------------------------
9504 .2 9304 .3 11409.0 30,217 .44 6274.8 12413.3 10798.0 29,486. 05
EPI 97 .58
SERIAL # 5411
RESMANUJ(c)
WHOLE HOUSE
HEAT GAIN / HEAT LOSS CALCULATION USING EP192-FLA/RES(c) DATA FILES
(BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. )
-------------------------------------------------------------------------------
NAME :Lot 2 Selva Linkside 2
. I �VLinkside t-�
ADDRESS : N
CITY :Atlantic Beach, Fla 32233
OWNER :Centex
BUILDER :Centex
Conditioned Floor Area : 1647 SF
Climatic Conditions & Design Conditions
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Geographical Location : Florida I Jacksonville
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North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level
Outdoor Winter Dry Bulb 32 Deg. F
Indoor Winter Dry Bulb 70 Deg. F
Winter (Actual) Temp.Diff. 38 Deg. F
Winter Temp. Diff. (wTd) 40 Deg. F
Outdoor Summer Dry Bulb 94 Deg. F
Outdoor Summer Wet Bulb 77 Deg. F
Outdoor Summer Humidity Ratio 114
Indoor Summer Relaltive Humidity 50%
Indoor Summer Design Grains / Lb. 49
Indoor Summer Dry Bulb 75 Deg. F
Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb
Summer Daily Range 19 Deg. F - L
Summer (Actual) Temp.Diff. 19 Deg. F
Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F
----------------------------------------------------------------------------
* HEATING SUMMARY * * COOLING SUMMARY *
-------------------------------------------------------------------
SUBTOTAL 24852 .78 STRUCTURE SENSIBLE 12875 .59
MECH-VENT- 100 Cfm 2090.00
SENS. + MECH.VENT : 14965.59
TEMP.SWING @ 3 DEG. : 1.00
OCCUPANTAPPLIANCE 3000.00
DUCT LOSS 1242 .64 DUCT GAIN 1796.56
TOTAL LOSS/BTUH 26095.42 TOTAL SENSIBLE 19762 . 15
TOTAL LATENT 8068.31
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20% OVERSIZE FACTOR : 5219.08 20% SENS.OVRSZE FTR: 3952 .43
ACTUAL + 20% OVERSIZE: 31314 .51 ISENS. + 20% OVERSIZE: 23714 .58
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* EQUIPMENT SELECTION *
--------------------------------------------------------------------
EQT. MANUF. MODEL # TYPE
HTG INPUT HT�� OUTPUT AFUE/HSPF
SENSIBLE CLG LATENT CLG TOTAL " TONAGE
(S)EER CLG CFM HTG CFM
--------------------------------------------------------------------
L 0 A D C A L C U L A T 1 0 N
TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh
GL A S S----------------------------------------------------------------------
South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00
East Double Clr Drapes/Blinds 1 10.00 290.00 460.00
North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00
North Double Clr Drapes/Blinds 1 18. 00 522 .00 288.00
North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00
North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00
West Double Clr Drapes/Blinds 1 12.00 348.00 552 .00
West Double Clr Drapes/Blinds 1 12 .00 348.00 552.00
West Double Clr Drapes/Blinds 1 15.00 435.00 690.00
West Double Clr Drapes/Blinds 1 15 .00 435.00 690.00
North Double Clr Drapes/Blinds 1 18.00 522 . 00 288.00
North Double Clr Drapes/Blinds 1 4.00 116.00 64 .00
North Double Clr Drapes/Blinds 1 4 .00 116.00 64.00
Infiltration : Winter Htm 26.48 x 186.00 4925.28
Infiltration : Summer Htm, 6.43 x 186.00 1195.98
--------- --------- ---------
Window Frame : Metal SUBTOTALS: 186.00 10319.28 6307.98
R-Value Area Loss/Btuh Gain/Btuh
WA L L S----------------------------------------------------------------------
Wood Stud - Ext. 11 1228.60 4422 .96 3071.50
Wood Stud - Adj . 11 169.90 611. 64 288.83
--------- --------- ---------
SUBTOTALS: 1398.50 5034 .60 3360.33
D0 0 R S----------------------------------------------------------------------
Insulated Core/Metal - Ext. 0 21 .00 371.70 109.20
Solid Core/Wood - Adj . 0 18.80 417 .36 78.96
Infiltration :Winter Htm( 26 .48 x 39.80 1053.9
Infiltration :Summer Htm( 6.43 x 39 .80 255.91
--------- --------- ---------
SUBTOTALS: 39.80 1842 .96 444 .07
CE I L I N G S----------------------------------------------------------------
Under Attic 30 1727 .00 2245. 10 2763.20
FL 0 0 R S--------------------------------------------------------------------
Slab on Grade 0 167 - 00 Lin.Ft. 5410.80 000.00
TOTAL STRUCTURE SENSIBLE *
-------------------------------------------------------------------------------
24852 .78 17965.59
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TRUE TRUSS3 INC.
1041 1 Alta Orive
JackBonville. Florida 32226
TRUE TRUSS [9041 757-7500
FAX (904) 757-7336
April 2, 1993
TO: Builder, Truss Erector,
and Building Inspector:
The attached sheets provide Engineer Sealed Specification's for:
1. ) A typical Garage Door Header where the Trusses bearing on
it are Gable Trusses.
2. ) A typical Garage Door Header where the Trusses bearing on
it are Hip Trusses.
3. ) "Hat" detail where due to height the Trusses are to be
Capped. This Design meets *Wind Speed Requirements up
to 110 mph.
4 . ) IILII or 'IT" Bracing used in lieu of Lateral Bracing.
5. ) Gable End Bracing. This Design meets Wind Speed
Requirements up to 110 mph.
These specification's are provided with all Truss
specification's in order to meet most general conditions.
They may or may not be applicable to the Trusses being
installed on a specific job.
If in doubt as to the Application of these
specification's, contact True Truss, Inc. at (904 )
757-7500.
— QUALITY TRUSSES AT AFFORIDABLE PRICES —
�Ok
..........................................
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L~1 S-ALk At OF INC SPECIFIED 01INIKU GRAOM 01 CIX44ECIOR PLAIIS SIML 41 111STALLIQ SYN14EIRICALLY Oft S) THIS DESIC41 IS APPLIC461t III SHMEA SPA'i INASIS�
SOCCICS. AJJO 9AAI"WOWING CONTINT, 04 SUCII NAT INC JOINT. 101MICAL tOA0114 A110 CW#`I6URAtjON, J41
IS Of "14MCA AL&.D*AlLt SIMS11 VALi9t. ALL VAUNS UUO 61 100 C"we WICES ARE NOT ACCONNENO60 TO O"Up 10) INC TOP C"ORD SeALL K LATERALLY bRACCO C1114A Ov 3/0' IIAPOR�.
FOR OtSIGN AM SASCO ON IN(WEST EDITION OF THt"A- DIA10LY ASOA A WTTON CAM SPLICE. 0111t.) WAInIPS OR OAACING MEMBERS VALED AT I'-** O,C� Ci`RR[Nj ME 9RA"L
tio"AL OCS)GH STANDARDS hftl&.CO of Inc NATIONAL Ti Y-2m A"mm wommenu w Cut, rnA ics 2oiA. sacc 00s.). is) Imts OCS14"C0100"10
IMS1 POODUCIS ASS"IMON, 1261. OMA FILS WW III INC 401TOO C"M SHALL K LATERALLY 9AACED[1110ER Ov 11014 FOR METAL PLAII CU09CICU
4 1,41%OCSM If 6ASCO ON CLARY tOMECION KATE%OVALV. 411 Imis Iftas HAS Oft"OtSIONCO F04 THE LOAD114 SHOW i/11*4NIN.1 ORUALL CA SAAC114 MENSERS SPAaa A? W-0- OUAtIIV StANOAADS FOR I*JSSCS.
)I C0,0*004 PLATts Sins ARE GASED ON AXIAL FORUS ON0. ON THIS DRAWING, INST"ATIO14 A440 USE ShAtl COSOW O�C 04AX.J. ifif #00 96HOEA OF 14 I"S WAY At CVT 04 NODIFILD 1.
41 C004CCIOR PLAIC SIZES ARE GIVE"go(A*, AXIS AV 6 DEG, 4110 THIS DESIGN. 121 M 111DICAICS KARIM LOCAIION�
AXIS (VCR AV NORIZ 1.
0 -Odd Web Length Maximum deflection occurred at bottom joint #5. -CONFIGURATION & LOADING SPECIFIED BY FABRICATOR.
L -Plate turned 90 deg. Maximum Live Load Deflection of .19% Index-.335. (L/1072) -PLATE TOOTH VALUE AEDUCED BY 15%.
rP-Typical Panel Maximum Total Load Deflection of .261'. Index-,307, (L/781) -HOAIZ, STAONGSACXS PEA PCT-80 SEC I TION 800 RED.
Total quantity of trusses - I
_77
PLF
0) IT) IT) to
X X X X X X
in in In in in U) In in
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14'
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to
A-1016
13.51
TP-29.5*
10
PLF
HIS TRUSS ANALYZED WITH PPSA3
OACES (Left-to Right)
OP -1275 -2950 -3850 -4033 -3489 -2209 0 4
R8 -1009 1529 -1322 820 -7aO 371 -333 -98 137 -559 596 -1041 1087 -1629 -104
2309 3560 4110 3926 3023 1359
IPLATE TYPE: JO.C. SPACING LOADING (PSF) IC LUM81112-4X2 #2 OS SP DESCRIPTION 16*11-3/4* GARAGE HEADER
"-0000 2-0-0 40
LL TCj0 SC WAGER 1-4x2 #2 Os SP ENO. FOR:
OL TC 0 TRUE TRUSS INC, SOUICE Program
LL SC
WESS 02 #3 SP PROJECT: 14ASTEA - 00% nry, jqg2 SC
11 LU-610 $-ALL SE (IF 11-C SPECIFIED MINIMUM GRACE& 61 COIVCCTDR PLATES SHALL IS INSTALLED SYM14ETAICALLY 014 91 IRIS OESIG" 12 AINkICABLE TO SHORIER SPAIA TRUSSES OF 131 0- 111OICATCS LATERAL SAAC114 NEW A jjXA
SPECIES. ARD WJ13WJ4 MOISILOW COldtfill, 04 SUCH THAT IN[JOINT. JOE1111CAL LDAOI14 A1JD C011FIGURATI&C 141 IRSTALLATION AND MCTION Of IM, InUS.. .10
IS Of HIGHER ALLOWASLE SIPES$VALUES. ALL VALUES USED 61 TOP C"ORD SPLICES AM HOT RECOMMENDED TO OCCUR 101 THE TOP CHORD SHALL Ad LATEPALLV OAACIO EIIHER OV 3/4' ?1MPOMAAf OPACING$ROAD 09 MAE IN ACCOPGAma wiln
FOR CESISM 09 SASED ON 1"9 LATEST EDITION Of 1119 NA- DIPECTLV ADM A ACTION CHORD SftItff. IMIN.) 1*1EA?MINO OR SPACING MEMOCAS,SPACED $1 3*-$* D.C. CURRENI IPI SR&CINA A14 I11CCIION PUOKICATIGW4.
11004AL DESIGN STANDARDS PUDLIWO OV ?MC NATIONAL 71 V-""APPROVAL MAIDEft USC 2242. fhA ICS 2014. SACC IMAX.). 151 INC$DESIGN CONFORMS 74 CURRENT IP9 OESI&I SPtCjfICA-
FOREST PAOOUCIS ASSOCIATION. 725t. BOCA FtLE 96-125 oil IRE 00110H CHORD,SHALL BE LATERALLY SAACED EITHER AV ?1094 FOR METAL KATE COI04ECTEC WOOD IMUSSES APIO
21 ?HIS OCSIGN IS IIASED Olt CLARY C0164ECION PLATES ONLY. $1 THIS TRUSS HAS KfH DESIGNED FOR THE LOADING SHOWN S/2'04164.1 DAVXALL ON SAAC114 M[kfi1MS SPACED AT SO'-*' OUALITY STANDARDS FDA TRUSSES.
31 C010JECIOR PLATES SIZES ARE OAS90 OIA AXIAL FORCES IMALV. ON TP41S CRAMINS. INSTALLATION ARD USE SMALL COAFORM O.0 IMAX.I. IS) 14 MERGER OF THE TAUS$WAY St CUT OR mwirito IN Mly NAV.
�j COISIECTOA PLATE SIZES ARE GIVEN 90 DEC. AXIS By 0 DEO. MIT"THIS DESION. 121 ES 111DICAIES KAA3t#G LOCATION.
AXIS IVE11. OV"0012 1-
r -Odd Web Length Maximum deflection occurred 6.72* from the left end of bottom panel #4. -CONFIGURATION & LOADING SPECIFIED BY FABRICATOR.
-Plate turned 90 deg. Maximum Live Load Deflection of .234'. Index-.414. (L/871) -PLATE TOOTH VALUE REDUCED BY 15%.
_ �a
P-Typical Panel Maximum Total Load Deflection of .322'. Index-.379. (L/633) -HORTZ. STRONGBACKS PER PCT-80 SECTION BOO RED.
Total quantity of trusses - I
175
PLF
M In LD in rn In M M to to
X X X X X 9 X X X X X X X
to ru In C%j in CU Ln ru in ru In CU to
14'
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to X X X X X X in
to In In In In to X
A-156B to In R-1558
(3.5) (3.51
16-11-12
TP-31'
PLF
rHIS TRUSS ANALYZED WITH PPSA3
-ORCES (Left to Right)
TOP -2280_-228O -5182 -5182 -6617 -6617 -6617 -6617 -5182 -5182 -2280 -2280
4EBS -1533 2653 -249 -1975 1529 -219 -1088 645 -219 -218 -21B -219 645 -1088 -219 1529 -1975 - -249 2653 -1533
)OT 0 3916 6083 6798 6083 3916 0
CLARY A Division of PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBEA2-4x2 #2 Ds SP DESCRIPTION
ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 40 16'11-3/4' GARAGE HEADER A
SeOl S. GREAT SOUTHWEST PKWY. LL TCIO BC L04DER2-4X2 02 Ds SP ENO. FOR: ENO BY' '07
GAANO PRAIRIE. TX 75051 5.0 DL TC 0 TRUE TRUSS INC. SOU§CE Program
12141 660-3940 S INC. FOR 51 LL SC WEBS 4x2 #3 SP
1122 si 33% OL - PROJECT: OAT scfh
MEMBER TRUSS PLATE INSTITUTE IOTAE55 EXCEPT AS MAY BE NOTED MASTER F66 OCT 1992
htto,-Ailk 1."AI4 St to IIK SM4110 1.10W.1104 rjltlxs 5jiVAIdLfCAP%A1(SSttALL 8( HO 1)(W11SAPAICAllif 110 SIIWI(A SPAll SPAIS.qS Of
!�mcli IMISIVI411 0441141 1XIVOW 1441 1.4 xw0 99 fit" t(*1)1JlG Aid)1111s 11,4j"111111 ill 9AIMIAM114AMMOKNO m
11�10.."04 A 1.114".,VA.14 Z*,I�199-.1.4'1 6,40.k,10wl!A$cf s Art 114$ KOMI IXX 0 Is)IXTUA 11h fit 1i S.cloinsItAl I of I All 114 t Y simeo I I III(n BY I A- 4 11111tvally wI4V,0;I;,Ntxx 0 N Mica 01 At w4wiLl V.--
Ifft 19 %.*,&M M-00 'I,"*f LAII:I j!;.fI1vj N Jul I,. ijbfV C4 IF ANNI 4 11(11 1011A CIKM fJ'i 0 4 If-mi,I Stif Allwjr.011 Ift"Alwp;4 k"'I fit Smi 0 At I'Voic 011#11Y Ill 111040JI;&W i'l(CIN11
topp'll .0 V.s. : -.11m l.,01.1)ir, 114 W-f MOORS M71-1.1 thAtfIt"V14 WC IIJAXI 41 livi 11 10 0094,41 11*119 W"%PWOKA
NAIR�J oit.-,It*'..k.-40441 !I'$ 214A 10 1 16 m Ill H(Nil ItAtA C111111OUIX I N I Of ItAl it 410CM I 11041k In 19041 1.94 U4 114 ftslit U11040(if VAAVI 1.1irt:A s"It
If ktvi 14 rhV$11 b%1,!j1 48�t Al"i r"41111t 10311 M Aft S IrA,* 4, 111tiss Ims Wit flstr,141 0 li4t$fit I(MOVIL;9010 R-Omi i(ximAli(XMAV.*jGL%%AlMq1AC1UA1 tG Q" IXI*A41r%lA1JW-JeA Illn 1111,11MV S
AW IWA03114PIAL ItAl'itt"a, (01 j;hS 191kMIG%;StAt 1004 A141 IISJ &HM I CM00W OC ILWA 1 110 IMP%SMAY V CUl(110.1iCItIdt)Pit A'47
A-K*0101116 114AS fl(.444 t?s
IN LIEU- OF A 819%11 IM1311AL BRAC13 A 2X4 BRACE HAY BE USED AS
81 KM IN SECTION 5.4. ATrACII BRACE W1111 1101) WHON NAI'IS AT
6" O.C. - 7119 BRACE SHAW BE 7118 SME MlBM GRADE OR BEI'M
111AN 711E MMER GRAI)g OF Ilia WEB BEINCI BRACED. DO NOT SPLIT
MMER MIEN ATTACIIINa BRACE.
2K4 WEE� PAEAAB&Z
2x4 WEB MEMBER
W 'L" BRACE or Z/-4" T"f3QAe-E
LATERAL BRACE
sit lst�%l
SEE ENGINEERED DRAVINS FOR
I'LATE SIZES AND LOCATIONS
LOADING AND STRESS DURA116X
SPACING OF TRUSSESILUMIER OPE,
9-s v 02W _q-2-9 2, AND ACTUAL TRUSS CONFIGURATION.
,dW m-2000 SpAc"G-o"Al" t,Ic lw##o pu vc tumtR SEE DESCWIKN. OPTIONAL V BRACE DETAIL LI-420
A TIC PSI sc 11.11,10111 ENGINEERED MG foll CLARY ING sy.. ijgvj Or
I HAVING
11 ICVI-lt W13%
it L4.041 0 SMALL 11 Or INC SPECIrIED GRAMS. 51 0111ECTOR PLAKS SMALL BE lItSI&LL(O S,M4EIDICALL, Olt 101 ALL IESISJOIS CHM MEMBERS &SS'.%iEO 10 BE COIIIII&O.St. 13' "4- I"DICAICS 16-tt"AL 9'&Cl'4 HINGRA 11-4 T�I
S-t:IES. -,AD 19%"A's"Molshof COittrar. Do V-04 INA? INC J011411. GRACED RV EITHER 3.'1* 04110 PLIrIAM"&IHIK 1!2* $A) INSIALLAtICII A110 MClIC41 OF THE IWJSS. Otan".E.&I
15 Of MOMEP ALLD"Aftt SIPESS I.&LUES. ALL VALUES USED of TOP Crom SPLICES Me rat Pgco"4&jmo to oc" 11604 DPYMALL a"&P&CjNG MEMBERS SPACED 30' 4.9. Im"k). TEMPORARY SPACING Sft%"Of Dole IN CCOPO.I1CC W.
1.MITCH Apt BASED 04 ME 1.4101 Eoltio"OF THE MA. DIPCCILV ASO%9 A WITOk CIAM SPLIC9. %A4Ltst NOTED OTHERWISE. . CUPPE"t IPI BRACING 00[PECtION KPOLIWIC11S.
101-AL "SIGH SIMCAPOS PUDLIS�Elk 5T I-E MATSOFt-L 71 V-2000 APPROVAL WHIENS: WC 2342. fhA TCII"M SICC 11) ALL COWKSSION CMQ%O MEMBERS ASSUMED To K CONTIMOVS1.1131 THIS mSIGP4 Corgrafto 10 CURRENT IF[ DESIPI SPCCIrICA.
O't st is ASSOCIAtIo's. 72S1. BOCA rILE 06-In BRACED BY 111KN 3/0* 0111.1 PLTPQGG SHEAtHIMO. 1,12* IJOIIS IFOR METAL PLATE COIRACCItO WOW IIVJSSES AtEl
040OCKICS 9.
al I-IS mail I . Do CLA 00411ECTOR PLAICS OILY. 01 THIS tWJSS HAS BEEN GESIC48CO fOR 104 LOAD1114 SNPNII DEM.) OAvVALL 091 DRAC116 MEMBERS SPACED At TO* e.c. OU.LtIV STANDARDS rOft tftMSCS.
31 CofiEtiom PLANS SI!tS AMC ;'A1JCO 04 API&L FORCES 04LV. &I THIS DRAVIII6. IIISTALL&11014 AIIO USE SMALL C04FOM4 tMA%j. LRALESS NOTED GIMERVISE. 161 NO MEMBER OF THE I"S WAY BE CUT Oft MODIFIED IN Atil WLV.
41 C04JECID11 PLATE SIZES ARE CALLED CFJt 9101" fICNOSS SLOTS) vtTM ?"IS MSIwj 12) ga IIMICAIES KANIHO LOCATIO". 17) PCCIAL HAJJOLJNG CARE SHOULD Of lAkt"OL4116 SHIRRING A#iC
8, 1,1141" 1ALOIIQ$LOIS) NO tot DAIEMUTIOH Of tHE 21 IN:$DESIGN 33 APPLICABLE TO SHORTER SPAN IMSES Of [KC110m OF IPINSES WE nXII-11 FOR PECOMMCIGATIOViS
ltl:r CAI t OUt IS IME DIPECTIOU Of IM! PLATE LtIIGlM_ IM101CAL LOADING AID CDIfIG%.INATIOII-
L-BRACE TABLE BUILDING TYPE: ENCLOSED RESIDENTIAL
MODEL CODE: fTANDARD BUILDING (SBCCI 1991)
MAX. WEB WIND SPEED: 110 MPH
SIZE/GRADE LENGTH MEAN ROOF HEIGHT: 30,
L-BRACE (SEE TABLE) 2X4 #3 SP 61911 GABLE NOTES:
2X4 WEB THIS DRAWING IS VALID FOR TRUSS PITCH UP TO 12 IN 12, AND
ZX4 #2 N SP 81514 MAXIMUM HEIGHT AS SHOWN.
2X6 #2 N SP 101311 LOADING ASSUMES A TRUSS SPACED 2411 FROM ONE FACE OF GABLE
AND MAXIMUM OVERHANG PAST GABLE OF 1611 OPPOSITE FACE,
TOP EDGE OF GABLE TRUSS MUST BE CONNECTED TO PLYWOOD DIAPHRAM
FOR 218 PLF MAXIMUM LATERAL LOADING. FIELD CONNECTIONS BY
SECTION A-A OTHERS.
BOTTOM EDGE OF GABLE MUST BE CONNECTED To WALL/DIAPHRAM FOR
218 PLF MAXIMUM LATERAL LOADING AND 120 PLF VERTICAL UPLIFT
311, TYP. LOADING. FIELD CONNECTIONS BY OTHERS.
'ILI' BRACING MUST BE INSTALLED ON ALL WEBS LONGER THAN 3171, IN
2411 O.C., TYP. LENGTH. SEE L-BRACE TABLE F25 SIZE/GRADE OF BRACE. ATTACH
BRACE TO EDGE OF WEB WITH 1 COMMON NAILS SPACED AT 311 O.C.
(SEE SECTION A-A). BRACE LENGTH MAY BE 611 SHORTER THAN WEB
f2 LENGTH, MAXIMUM.
12,MAX.C;11 NET WIND PRESSURES BASED ON DEAD LOADS SHOWN BELOW.
10110'1 MAX. 0.
3 X�5� 14C
I f If.1"1 11 11 1 "L f r I. f I
311, fyp. 3x5
Is L-BRACE ON WEBS LONGER THAN 317", TYP. (SEE TABLE)
2411, MAX.
TRUSS MUST HAVE CONTINUOUS BEARING.
�T
'TA
0
0
CL ARYDIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBEA TAVSS: X I L OwG.
AL PtNE ENGImEEFTED PAODuCTS Inc V-2000 LL TC 30 2X4 #2 N SP ENO. FOft TRUE TRUSS 1(0031
to BC LUMBER PROJECT: DATE: 31 Mar 1993
0' %A'A'j.1."% 11051 7.1 DL TC 15.'
GAANO E. T 7 2XA IF2 N SP OF
12141 660-3940 PLATE AREA: r1Nt7. FOR SIL LL BC 0 WEBS LAYOUT 10:
OL 8C 10 2X4 03 SP ADDAESS: SCAT E'
HEMBER TRUSS PLATE INSTITUTE An . 117
HAT DETAILS
HAT NOTES:
TC LUI-SEP: 2X4 #2 SP A. BRACE FLAT TCP OF SUPPORT TRUSS WITH:
_2X4 CONTI4XUS LATERAL BRAC11G. AT
BC LUI-EER: 2X4 02 SP 24* O.0 SPACI-IG. ATTACHED TO TOP
12 SIDE OF TOP CHORD WITH 2-16d 14ALS V4
VIEBS: 2X4 *3 SP 3X5, EACH TRUSS. OR
2 TO 12 5X5 -rX4 CONTMOUS LATERAL BPACI,*. AT
24* O.C. ATTAO-EID TO BOTTOO SDE
OF TOP CHORD WITH 2-16d NALS 11
5X5 EACH TRUSS. BOTTO11 CHORD OF HAT
TPUSS MUST REST DIRECTLY 014 TOP
CHORD OF SUPPORT TRUSS (NO W1
3X5 -SECURE ENDS OF LATER& BRACRIG TO
VEPT��L WEB A SUTABLE SUPPORT.
SEE NOTE C. -SUPPORT TPUSS MST BE ANAJLYZED FOR
24' O.C. TOP CHORD BRAC14G. SEE
GEIFERAL NOTE 1.
3 ..0
x"
X
< B. SECURE HAT 14 PLUIB POSITION AID
z ALIGI--I IT WITH SUPPORT TRUSS BELOW
BEFORE APPLYING ROOF SHEATI-11G.
C. VERTICAL WEB:
4-0 0. MAX, 0+-2-0- SPAC14G IS 4*0' O.C_MAX_
A A -WEBS LONGER THAN 7*9.' PEMVE
BRACIIIG:
-01-JE POW OF D(4 *2 SP8 OR STP.
CO(IT14JOUS, LATEPAL BPACUG
3X5 ATTACHED VoITH 2-8d C01-1`1014 IJALS
-2X3. TYP. PEP TPUSS. OR
-rX4 *2 SPB T-BPACE. SAME LEIIIGTH
. . . . . . . AS VEPTICAL WE& ATTACHED VATH
84 COI --LS AT 6' 0.,-
D. ATTACH RAT TO SUPPORT TRUSS V.If� 18*
LENGTH GUSSETS. EACH FACE. SPACED AT
4'0' O.C. 14AX. 1-1-1-Ul HEIGHT OF
GUSSET SHALL 00 FP014 TOP OF HAT'S
BOTTO11 CHOM TO BOTTO11 OF SUPPORT
GUSSETS. SEE 140TE D. TRUSS' TOP CHORD. GUSSETS SHALL BE V2'
APA RATED 32/16 EXPOSURE I PLYWOOD. OR
SUPPORT TP.46 BRAC14G FOP SUPPORT. SEE I-IOTE A. 7/Z' APA STKJ4_^TUR.AL RATED OSB.
ATTACHED TO EACH FACE WITH 8d COC-11014
11�ILS AT 6' O.C. THROUGHOUT.
4G TYPE: E11CLOSED P.ESW4TL-.L
E. BULDII
-DES01 CODE - STAIZAIRD BULDRIG08S)
%. -W1 0 SPEED - 10 MPH
-I-EK-1 HEIGHT - 31 FEET
00 6
-(-1973 ALP No-)
AS 1"Is OUSIGN is APPLICABLE TO S.OATVI SPAS Iftain Or IDENTICAL LOADINI
NERAL NOTES: TC LL 30 PSF dOB: 15830
AND pm"T1 04LL COWIVJRATISA.
11 LOMA SwALL Be Or Itt SPCCIFIIO MINI"SAAKS. SPECIM AM Iff MAXIMUN III ALL TENSION 0WQ MINKNO ASSUNKII to K CONtINLVJXV DRACED 91 EITHER
TUNE CONTENT. ON SUCH 1"11 19 Or"IfNER ILLOWLSUE STRESS VALUES.ALL 3/8' ININ PLVVON S.UINING. 1/2 043m MrIALL OR VOCING NEHKNS TC DL 7 OR 15 PSF DATE 23 MAR 1993
CLARY ".0111.04 VALUES USED ARE BASED ON THE L 1111 EDITION Of 11C NATIONAL DESIGN SOAM SV@*a.*.IKAXI. UNLESS XES GlitWISE.
OnC1,3CL130"VON Ono co"Imuct ION oil INE WAIJUNAL FORESI MODUCU ASSOC. Oil ALL.. MON CHORD MEMBERS ASSUMED 1 -1 SPACES 81 UUCP
I 1:.K CONISMAKIS
a THIS vasio.is"so 04 CLA.1 C10#4CID.PLAICS ONLY. 3/0 INIX. PLVVOCO SHEAU41M I/it' IN I OR PAC194 RENDERS BC IDL 10 PSF QRW 1 OF 1
m CommCCION Pt "S SIZES Aft 'M a" ONL I SPAM AT to-O.t. WAX). %Mtn NOTIO VINEWISE.
OA of A) A$ Coweclop PLAN Ditto M CAL 9 &A A DIN I&CROSS VLSISI AND LEWIN 121 po INDICATES 61hAIN9 LOCA110".
tALON10 91.9121. L Im_.N-I DICAKS TENN.SPACINI,wowa 1194 NINJ EIC ILL 0 PSF -ENG GMT
51 coweciom fthtfs*ALL of VIII&A.A.19 SYNKINICALLI ON ANM BOTH fACIS. 141 INStALLAIION ANI ERECTION Or Ite TAQ%S. PgftKAj*CWf. AND I[MORAPI$OKINf
In to-C-00 MICAS ANE Not RECONNENOCO,it OCCLAN 101PECILT Asm SICIA.0 K IN ACCDPCAICt SIFN PIT IpI P-AC310 me ERECTION CRIVERIA. TOT.LD.47 OR 55 FIS
.801 S. Great South.est Pkwy. 1 90""Am"L ICE. 151 I-IS 01111ow CONFORMS to Cummicoullpt DESIGN reciricallo"PON KIAL
Grand Prairie. TIE 75051 IT V-1600 Af—WAL W.Aftr. UK 23-2. rusics 2em socc int. ABC&n-12S. ft"t CW#Kcflm am"man US)VAALIII SILMUM ram?Rungs.
I 1 0 1.1%I-AS wS WAR Gas$wo as Im L *I.$INS"of hns Oft-Im. 191 No PERSON or"a"NAIS Wf K M OR NOGIVICS IN ANN PIT. I DUR.FAC. 1.33
214 $60-3940 1.111AULAVION we UK 1001I.S.COWWRI W"1.11 VESION. M SMIAL NUIDLING tAst 04OL"K IACEN. SIX*NAIMINk INSIALLAIZON
MEMBER Or IIIE IMM PLAN IIISTINTE ITPII. AND BRACING, AND COMCNIAW @429-90 Ow INS. 1cpArTmm 24"
JACK.DETAIL
lop C11OR() 2x1l so. PINE 112 it. EXCEPT AS SIIOUH (too ) NZ 111P OR COnr1O14 TRUSS
001 CIIORO 2X'I SO. PINE 92 It (2) IGO TOENAILS.
WEBS 2X4 SO. PINE 13 (3) 160 TOENAILS. 2' TYP.
PROVIDE UPLIFT C01414ECTIONS AT WIRINGS AS INDICATED. *so OPTIONAL OVERHANG NJ HIP TRUSS
UPLIFT : 3501 2081
BRG LOC: 1 114,
UPLIFT BASED Oil 10.0 PSF TOTAL DEIIO LOAD. WIND 7'
SPEED1110 til"ll. MEAN 110117.5 FT. ENCLOSED. (SBC) ja
UIHO ANALYSIS ALSO COMPLIES U1111 SOUTH FLORIDA BUILDING CODE
FOR 120 MPN A14D 38.0 F7. MEAN NEIGIiT.
51 J2
PROVIDE UPLIFT cbmEcTious AT DERRINCS AS INDICATED.
UPLIFT : 5801 4361 T
ORG LOC: 4 ff
UPLIFT BASED Oil 10.0 PSF TOTAL DEAD LOAD. WIND 3'
SPEEOtI20 MPII. MEAN 1IG7s22.6 FT. ENCLOSED. (SBC) 1. il J2 J3 J4
UINO ANALYSIS ALSO COMPLIES UIT11 SOUTH FLORIDA BUILDING CODE
FOR 120 MPH AND 30.0 FT. MEAN HEIGHT. F
NIPjnCK IOP CHORD LUMBER CRADE
MAX. IlORMAL MAX. HIPJACK SOFFIT UEICHT
OVER11111113 OVERHANG I I Hfill/, it TYP.
LE14GTII LENGTIf 2 PSF 18 PSIF
Nx
0-00-00 0-00-00 42 N N2 N
N%.
1-06-00 2-01-07 12 N 12 N
I-89-ea 2-05-11 12 N2 DENSE
2-00-00 2-09-15 11 111 DENSE
3 eec::�
io
6.58
+
2. 12
10 C14,_
4.GO 3i4
X14
2X3
12l!
OR ++
+ 3X4. 3X4 SIMPSON IHJA2G
MAY BE USED
L9-10-13 OVER 2 SUPP R-4631 W �.50'
RlG5?1 Us 3.50' END AND CORNER jnCKS
if I ilinCK
GENERAL NOTES: N I.Is DESIGN IS PKICASS.1 12 NORICA SOM IMAMS Of IUCNIICAL LOADING TC LL 30.00 PSF JOB: 16431
A1.0=110,41.COISIOUNAlle".
0 Low SNAAL K Of lot SftcsF Its NININKIN GRADES. SPECIES. AND In out" 191 ALt.11"SION C 0-DCHKRS ASSUMED 10 K CONIPAPOUSA.1 SNACtS Of EISNER
mistu COWIEVI. an suc.flat Is of HIPCIN ALLOWASLt STRIESS VALUES. ALL 31S IMM PLvv000 WCAI.M 112, MISS lintuALL am MCIPS;01SONEAS TC DL 7 OR 15 PSF DATE 04/26/93
ARY VISION VALUES Me AM SISID IN 1-4 IAItSr MESON W 144 INAVIONAL KSICH spacte 10,0*O.S.MAZI. kmtss polls el-cowim.
SPEc3ricillow I'do gm COSMINUCIIAN 61 INE 80110"Al.10921 POSOOLCIS&INC. III ALI.COWMSSIOW CNOM 091NIC"&SSUNEC 10 K CVNIINLAVJXI BRACED Of 11INER
at 1.1%DESIGN is"We am CLANS C11,19claft PLAIES O.P.T. us. WIN I ftleom SHEA1.116. sit- ININ I DMALL*-INSAC114-CMOs BC DL 10 PSF DRW 1 OF 1
c A SRI PSte a"AIM m. Snacto is Is-S.C. "un. tfttss Nolte 0INESSISE.
&It,- I,. fowlm.". CALtUo Out of MISS SICAOSS W-619 MAD LENGS" St. m.
C a OIC Its" 0 PSF -ENG ALF
IN. -A 11_,P�l IMMICS LAICA"Alt 160CA1. 1114-IM.1 BC LL
N &.Cc ONO'St its S ft&C'&Mr-Wo
C I fts -Lt K ItISISLLIO SINNEIRICALLf ON-01-IU *Of-SAM. 141 14614LASION NO t1q9IIOk or toe INLr's. MRA"Ifte. &to Itw"Aml SaLcIms
" leo C-M SKICAS ARE 101 RECONMEIVEs 10 OCCUR DIRECILIF ASM $"OULD K IN ACCORDANCE Nil"CL�Kwl I&I I"CINS NO tKCIION C61101S. TOT.LD. 47 OR 55 PSF
`:1Scutlivest PkwY. '901104 C ONO Sft Ica. let ?-Is VISION COWS"to cummaut 101 CASIGN smCaricallo.1;.10S wift
.1 x , V-8000 APPROVAL softow Ubc 1342. rNA#C9 2014 Sm In#. DNA 04-125, It I I I
Pr It. 1 5051 IS Z' C"'C"a WOOD "Sissts AND suft I 1 2 Atchr"too lamus 1.33
1 2 1 I'S INS%164AS ms SEEN OCSIGNts I ON 144 LOLOINg sNQNW ON TUIS OSSAING. 10 WE 1. 1R.1*L1 IS C%n so ow Site,IN ..t. DUR-FALC.
IS 0-3940 I.&IAUAIIM ANSI SAN!MN,,.�DSNN.11.1.11 W116. .1. -.- __ ..---. -1. .....- .
z pzd,
7
IEA(W-V
H T'-to IQ, -2'.K40 5F-A;zWc,
q 10
IE0571 11pr/'. 6 .
IFIA157'
5 to
3
%sju 7!&)
Do W ciA or alter truua
wftw writtes permiWon
from Trw Trum
HANGEWS L Trunts wM be built in
rn 00260� 2X6-8 Wct actDr6no w1th tws
2 X IS
AWwW Br. ..............
4 X 18 oft-
-T�!
CUSTOMERC-,I!q
JOB NAME 5
L- C,
t RAM yb-P,
A 9-IJN 50LOM04
�RUE TRUSS 641-0766 1
04- -71 -job w
IMFt)RTAUT*LJOTE
ON Kolloo or IATM I Mms, ALL rwm
lltt�MAMOVIOII.Mll CAU Tom
IF Itu. FURMA INSTRIVION KFONE
ro AIST
Au ovismys cAu lom Ton rot
SE1114 Or TMWI.
_7
fit
Ism&
Page I of .l .
11:25:42 TRUS JOIST Ma6MILLAN
IM 1. ROSE (SO10D)
Project Name: CUT91 BOXES - PLAN 13708 1 & 6 Page Title: G M GE DOOR BEADER
---------- Mizing'" Y3.40 ---- Isildial Code 191 ---------- Type of Sale Dittribstiou ----- 1193040417 ----------
Ipplicatiog: Deflection Criteria (XR) Neiber Use............... BUDER
Roof (coo-snow load, M) LI, Defl TL Defl lesber Top Slope(le/ft)... 0.000
Stress Level............... 1331 Span I L/240 L/180 Roof Slope(lalft)......... 6.000
tilt Load(psf)............. 30.4 floor Pecking............... 1/1
Dad Load(psf)............. 11.4 Repetitive Kuhr one....... I/L
Partitiol Load(pf)......... 1.1 hisforced dierhings........ 1/1
SPECIAL LOBS: Live Load Stress Dead Load Width Starting Point to lad Idd/lepl
I UNIF(plf) 360 b31 230 Ill- 0.004 51- 6.00' from Lt Repl
L Repl
2 1111JU01f) I/ V 1331 o/ go 51- 6.00, . V- 0.00' from Lt
3.COIC(lb) 18H.-' 1331 1140 V- 1.01 fra.Lt Idd
16 TJI(It)/96 JOIST
16'- 6.001
----------------------------------------------- S I I I I I I L Y S I S ----------------------------------------------
IXPORTAXT! The analysis presented below is output from software developed by Trus Joist !aclilla-a(M). Allowable
product values shown are ii accordance with current TJ1 saterials and code accepted design vilues. The specific product
application, input design loads and stated disensions have been provided by others, have not been checked for
conformance with the design drawings of the building, and have not been reviewed by TJK Engineering.
Design assumes adequate continuous support of the joist compression flange.
Web stiffeners are required it bearing 1, 2; and special load 3
Maximum Desigi Allowable Control
Shear(lb) 5435 5435 ( 5985 1101 RIGBY end Span I under 1331 stress TOTAL Load
loseat(ft-lb) 25033 25033 ( 26215 1051 KID Spin I under 1331 stress TOTAL Load
Live Defl.(in) 0.614 ( 0.825 L/323 KID Span I under Live Load criteria
Total Defl.(La) 1.004 ( 1.100 L/197 110 Spin I under total Load criteria
Spin I
Six. Reaction Total(lb) 4573 5435
Live(lb) 2798 3319
Usued BrI. Leagtk(lo) 3.00 3.00
lat. Vabriced Lealth(la) 46
Copyright (a) 1993 by Iris Joist lackilln, a limited partnership, Boise, Idaho.
TJI") Is a registered tradexarl of Irvs Joist lacKillan.
TJSIIIA9"k Is a trademark of Tres Joist lacKillis.
ails
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So
oto
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lab oV ev%
T%lam 'Polessio
1� 0o
0 0
JOT kbe ot th.
AT%
like tespo cus
he
i%foss S�"dof V
'ed%It% 'flotids
b6%O
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,W
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0 this 4-
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?totes
of
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S-rr
"a ammm Ig v ad vgtwm"wow ftem 0 401HOP410 PLAV49.11MA 44 INGULUS 41"04141CALLV N 4 VVIS OnliN If OWLICA&C 10 04CO190 VN#111NUS Or 9% poltAlts%A19441,10"C"o otwo
ftelvi..&*%"IN&""Shm comm. K"V*V im I""llm L&WING Me"WIUM114C 1-4 "INAA1140 06 IN411106 OF 1#4 Ift" PWIm"I.T. ep
to V Nioda"&us"&VM wua% VftVU MW If NP ft"MIM AM NK 10 6=0 W is* for Cww$"& mg LAWAR441v Wmm gilt"sy 3A, 19*0~1 MASCIAS 11"b"29 sell go Woro"m*Sim
?"04111140 on Ww of we 1,11will smino OF 1114 w NM%V~A"it""a*%Ica, 110IN 04AININS 00 W40011 KNOW 110A=JAI 3*-0*4.6. C~ ws"Acifts"9KC1111"^ftl"1110111.
lift"K534N 51"Aftl ONK1110"IN ft RATIO" a V-sw O"ftm. , r --%a vwx r"us imm low Will I III YKIS 0911114""W~is moftul if:09118"rcelrlc&.
Famil pmomxvs"MIATION. xft w"ru wigm, so) Y$4 boffft Dow w"19 I.A"w"y Mu 9110"of it"00%lava PLATI cow"I"w"V%"$
"oll muls"Is 44"m#0 V�Aw 1111NIFIN KAM mv. 0 "is mm NA31 am 01313111011111"a fie INSIN11 l/t*WIN.I MftV"On WACING WEN11001111 SIVAUS M 0'-** SIAS"11TAMPAICS 0`0 111493111.
molICTOR PUT"IIINS Am"Mo am ASIX"MIT"v. 40 Wil"001W. MA"TIM AM US SWU COfCAN 0.4; Im"J. off No W114"w 104 Ift"val,K*A an"If I=to no Va.
CO&WOR ftAtg SIUS Ald GIVO a 00.I=$W 0 KO. win was USISM'. 1061"T""Im LW41109.
"is wo, IN,Owns 1.
3-- m0dd Web Length MaXisum deflection Occurred at botton joint #5. -CONFIOURATION 9 LOADIND SPECIFIED BY FABRICATOR.
Plate turned 90 dog. MaximA Live Load Deflection of 11.19'. Indoxw,335. (L/1072) -PLATE TOOTH VALUE REOUCEDAY 15%.
-Typical Panel Maximm Total Load Deflection of .261% Index-,307. (L/761) -"DRIZ. STAONGBACKS PER PCT-80 SECTION 900 AEO.
Total quantity of trusses w I
Ito
PLF
m
X 4 x x
In in in
in i" in m CID
x x x x x x
in en m 1w m
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HIS TAUS$ ANALYZED WITH PPSA3
OACES (Loft-to Right)
OP -1275 -2950 -30150 -4033 -3489 -2 209 0
ESS -1009 15N -1322 820 -780 .371 -333 -98 137 -559 595 -1041 1097 -1529 -104
OT 0 2309 3560 4110 3926 3023 1359
A olvivieft of PLAT9 TVM- O.C. IPACIIA LOW11% VWJ T4_jWWX Oesm1prichAl
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I IDN"actisul:TAMUM Rftla"IN id NAVIP" - 31 V-na ARPOWAL weaft wC 654 MIA IRS 9064 Em 6". 141 fail 11113191 CON'Sesel,If C111011061 IPI Otllt*VCCIFICA-
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Total quantity of trusses - I
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HIS TRUSS ANALYZED WITH PPSA3
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OP -2280--2200 -5182 -51132 -55JIF -5517 -5617 -6617 -5182 -5102 -2280 -22GO
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WIND SPEEDt 110 mph
IWPA *W NKG*T: 159
TRIM LOCATIOUt (Se) area
WT WIND INAESWU BASED ON DEAD.LLOADS SWA KLOW
w 1.01OLIFt CMECTION RMIRED: '737 R AT EACN MWMT.
SEE KOTES 10 AND 11 ASME.
No trus"S: I waxisem deflection occosirrea at vottom joint @2.
Maximum LIV& Load DeflOiction of .069' 11/161. InOex-.9911. L/36521
"Embolism Total L"d 091111CtiOn Of .108* U11M. "Ils-.101 (L/2XI31
A AN. 9 �
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ALPINE ERAP4EKI) P5110MATS IMC LL Tr 30 2X4 #2 N Sell 80. FOR TAM l"Jo INC SOS
51301 S. SSW MWV 11C Lubme PFAMCI. CEHTFA 3706 A DAVE; 25 F&D 3993
WAM PFtAIA1f_ Tx 75051 UL TO: 7 2x4 #2 m SP
12141 100-3swo _1NCA_TV_APFX N71N_1ff_TdW_STL_ 1.4, 41C 0 wras LAY131.11' Ilk.
o*b4wA VFAJSS P41,01f i"SvIgUM 244 33.33 EIL SC 10 2X4 03 SP AGOACSS- SCALF;
TOTAL 47
E.Cfps AS Hav 1* 3/16
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Twl I note@ I I MA"C"CK Sao CMIMCP ftolits am 140 16.9s "LIM WS off"amamm olp"a tGAW514 SM000 "a I Guam do IRMCbo am-44M weew.0 1 w 0, MANLtlp SVM&V"fLA USMS.
torgC160 ftplt$SIAS Ot 118,11M,Of"IRS FQF4[n U& 0.1001%off'Mu". 6161AAA1140 A&IMIL 94ka EwFG% 9". %ptan 90113 er"Iftim ON go 6049A Cr W4 ML"vs*$a On an amw I=am&a of.
tMeaticp ftAlc SUES oft C^446"Weft@ 4ACO&O MOM woole VWS"Stab $J1 is 140MAM SEARIM MAIRIM, 171 SKUM bwft ISO ZAW14 I""a 69 1 klaw UJAWO 041MAMO^a
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6-5-14
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314
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7-4-0
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Vivo $VMS 110 Wh
IlEM ftw RIMTS 150
TMS LOCATION., (so) area
WEI WIND VKMM* ft$ED ON KM LMS SMMM BELOW
w UPLIll COMECTION *EWINEV.- '737 R AT EACM MPFMT.
D SIX 007ES 10 AND 11 AWVE.
No trusses: 8 Maxie" *selection occurred at tpottoo joint #2.
0"is" Live Lead DeflViCtion at .069' 41/16). Index-.0%. L/3M)
paplaue 7*t*l Load 09fleckson of .J09* IVIS). Indez-.104. IL/2312)
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MARY 0JV9SI0M PL 4 WE FTPE: O.C. SPACING LOADING 03S" TC fflus�- 26'0' Comma" 19 1
P Ne ;; T-'
ALPINE Emetic PAOMMIS INC ;!X4 #2 Of SP ENS. raft TFAX MAISS INC - SOS
a" PbMV, V-2000 2-0-0 LL TC 30 MC L48dMM MID.NCT: CIENTEN 3706 a *&we. FIRD J"3
1-0 UL Ic 7 4 62 " SP 010F
GRA"o P14641151E. 111 75056 ID 2X Iq I
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04MM-M IFKXSS P%&K 18J59 I VOTE 10.8 33 33 OL IN: to 2X4 43 SP SCAM
FORAt 47 ENC&PI &S N*v OF oft,, 3/16