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HomeMy WebLinkAboutSUBMITTED PAPERWORKSECTION:
o4
TOWNSHIP:
a�J
RANGE:
ZONING:
/ E �Z
LAND USE:
2s
LOT CVG %:
FLOOD ZONE:
/
FIRM MAP #:
% qZ6
1 ST FLR ELV:
CST TYPE:
OCCP TYPE:
/C.3
MAX. OCCP:
WATER: I N, — I SEWER: I /I I , _ I SPRINKLERS
71 Y I TAZ NO.:
MAX HGT:
# OF FLRS:
STORMWATE I II a
R
LOT OF REC (befr 1/90)
LOT OF REC (aftr 1190)
LOT SPLIT
LOT SPLIT
REO'D
APPRV'D
' DECAL
I2L
LIBRARY IJ
1 �'z
PARKS
f��) _
PERMIT
NUMBER
IMPACT FEE
IMPACT FEE
(r'/
FEE
REPORT
PUBLIC BLDG
-Z
HABITABALE
RADON FEE
CODE
Iy�
IMPACT FEE
(_AREA
N
��•
l(J
(RADON)
jrn'�J/�b
It1�1['I
^
Y
IN
GROSS ROAD
Ys yea
CREDIT
TOTAL ROAD
IMPACT ZONE
IMPACT FEE
U ✓ I
IMPACT FEE
DUE
y
N
s -
SCHOOL-
CREDIT
--
-::
�r•'.� 2 .;
TOTAL
IMPACT FEE
�1z�
s
-
SCHOOL
IMPACT FEE
POLICE FEE
I �'1 a
I I
FIRE FEE
MISC FEES:
TOTAL
law
POLICE/FIRE/
MISC. FEES
ADDITIONAL
Y
N
SPECIFY:
L✓11q
`ff
TOTAL ALL
PERMITS
REO'D
/{J Q
FEES
REVIEWS
ZONING
ZONING
PLANS
' VEGETATION
SEA
MANGROVE
. REVIEWED BY
EXAMINING
TURTLE
DATE
COMPLETE
AD I
S
INITIALS
1.
2.
3.
4.
5.
9.
10.
11. SETBACKS (ACTUAL) FRONT: I BACK: J., RIGHT: '; LEFT
SIDE •�? SIDE
12. E OF C N RUCTION (Check all appropriate boxes)
✓NEW CONSTRUCTION [ EXPANSION/ADDITION INTERIOR RENOVATION
(/RESIDENTIAL I COMMERCIAL„ I INDUSTRIAL IJ/�s t 6
OTHER (SPECIFY) .
13. DESCRIPTION OF PROPOSED USE.'��'Y6yLcQ.£�kN-""�I"
r
14. Sq. Ft./CONSTRUCTION: 15. Sq. Ft. Ist Floor:
16. VALUE OF CONSTRUCTION.
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie Canty reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a
RECORDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02
OWNER INFORMATION
PHONE (DAYTIME)
CONTRACTOR INFORMATION
PHONE (DAYTIME): (?�2a �.`33y-'g`S79 FAX NO. '7?2—;Z.3 t%^`itl 7 email:
ARCHIT/ENGINEER: 0A A `
ADDRESS: 0 t t
CITY: P rtt k. Utt-k
PHONE (DAYTIME): ('11j %31; Di7'
BONDING COMPANY:
ADDRESS:
CITY:
MORTGAGE LENDER:
ADDRESS:
CITY:
STATE:
STATE:
n%j
STATE:
ZIP
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by mail.
CERTIFICATION:
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity,
if applicable, for the permitted work 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. I understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE. TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT- TITLE,
ANDINTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS
PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED
CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT
TO ATTACHMENT.
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.
J-,e-L Z✓tn/'r,..tlZ
OWNER/CONTRACTOR SIGNATURE CONTRACTOR SIGNATURE
STATE OF FLOP
IDA
COUNTY OF , OTc�r rn
STATE OF FLORIDA
COUNTY OF MO r�n
The foregoing instrument was acknowledged The foregoing instrument was acknowledged
before me this day of, 200by b ore me this day of tit , 20rby
(xr; nr ,who is personally ;++1!.nwho is personally
known to me or who has produced known to me or who has produced
a identification. 1s, Li`�` as identification.
Si tureofNWary Si atureofNotaryCL
-
\en>1
Type or $kA&AaNbl1c - Sfafe of Florida T JENNIFER . GEORGE
MyConmk4onE:�res5ep11,20D7 ,-o""Y P`a''• Notary Public-Staf odds
Commis Com_miss(�MpD 249150 c _, ��- 2W7
°;;;•" Bonded ByNaHona.NotaryAssn. - '
'-; '�= Commission # DD 249150
" OIk Bonded Na Iona of
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE G FOR
THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION.
For specific instructions see appropriate permit checklist.
09/30/2008.08:26 FAX 772 489 66758
L
GALE INSULATION
.-a
�5
1@ 001/001
1NSCO
Contractor
Services
Gale Insulation
CERTIFICATION OF INSULATION
R- 30 INSULATION R4STALLED ON EXTERIOR WALLS
R-_Iq INSULATION R4STALLED IN CEILING AREAS
LEGAL: Lot 10 Block Sub -Division
PERMIT #:
JOB ADDRESS: /a075 S. _Tndlol� Rf'tler Dr,
I:t1il410:ii
GALE W/O: IYY3, 1y
ATTESTED BY: L w k44�
DATE: 30--a
H� 3601-A CROSSROADS PARKWAY • FT. PIERCE, FL 34945
FT. PIERCE (772) 465-9191 • VERO BEACH (772) 5e9-1514 • STUART (772) 283-3151 • FAX (772) 459-5758
comity ln��
23WVftfsjubtAvwM
(772)461-2172.
124 A
AMIN
ku.Ntal I � $log v
FWCONMOL
PEST COMROL MXNW
We, the NvAawlp4 har&Y catTy find we have pre&92W dw sbuTe4wArRwd csnsbucdm for
tuuno in wmrdmm VrM the stwWM* of the National PeA CAMml Anvdafiem
Cheer iOW: - ..n6K
FBC30426
A w=*wMffsM*PkftP*Sft
st 04
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lamnwtbu
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�gnatnre of exterminator
01i30/2008 10:54
7723346057
ARK HOMES CONST INC
PAGE 02
January 30, 2008
7#O'Bcoq-
RE-,: Building Permit Numbcr 0409-1125
St. Lucie County
Code Compliance Division
2300 Virgmin Avenue
Pt. Pierce, FL 34982
Attention: Christ Lcstrange
Dear Chris Ustrange:
I ray
4
I am requesting an wnc9sion of the above tc£eteneed residential building permit for my client Sharon
Evinrude, through the date of 7/5/2008- If there are any questions regarding this extension please contact me
at (772) 334-8379 or (772) 708.9714. Thank you for your time and consideration.
Sincctely,
Ronald A. Brittian
President
Arlc Homes Construction, Inc.
ReceIt'Zo
BAN 3 0 2008
St. Lucblle le W ks
^h5 F`
L
AIIK fiO At liS CONSTRUCTION, INC.
2323 Nr� MARI-TIPARY LN
J6NSFN 133,ACN, Pi. aa957
11e/24/2006 14:36 772462[.^"9 SLC INSPECTIONS _ PAGE 01/02
Date: /al. / 6 -
-7LY- osC) 9
St. Lucie County
Building & Zoning Depa
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2I65
Fax 772.462-6443
Request for 30-Day Temporary Power Release
DEC 18
Permit Number: Sf.C-©5'O9-Jl2S
Property Address: ?S n an h9k r At. Se.4sen lst.fdL a,
THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE
ABOVE DESCRIBED PROPERTY, FOR A, PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR
THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL
INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY'
ACKNOWLEDGE AND AGREE AS FOLLOWS:
1. This temporary power release is requested for the above stated purpose only,
and there will be no occupancy of any type, other than that permitted by construction
during this time period.
2. As witness by our signatures, we hereby agree to abide by all terms and conditions
of thls agreement, including Building Division Policy, which is Incorporated herein by reference.
3. All conditions and requirements listed.in the attached document entitled
"Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection.
4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason
for the request. Pnwer may be removed from the site and/or a Stop Work Order issued if the Final Inspection
has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order.
WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. I UCIE COUNTY, AND'
THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE
WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING
ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF
ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT.
d � t+.�rt. C ✓�
/Z-f2,
04/23/2007 11:08 7723346057 ARK HOMES CONST INC PAGE 02
\ 9
Ark Homes Construction, Inc.
2323 NE Marlberry Lane
Jensen Beach, FL 34957
April 23, 2007
St. Lucie County Building Dept.
2300 Virginia Avenue
Ft. Pierce, FL 34982
RE: Evinrude Residence, 12075 Indian River Drive, Jensen Beach
Please extend (SPR) building permit # SLC-0509-1125 for an additional year until
1 /05/2008. Ark Homes Construction, Inc. is working with Sharon L. Evinrude (Owner)
at her pace. She has made quite a bit of progress as of late with her selections,
If there is a need for more information or any questions please call Ron Brittian at
334-8379.
Thank you,
Ronald A. Brittian
President
qPR ? 3T00j
AZT-
N,SF`
ya3,G�
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1148
httpJ/stiucleco.gov/ce
04/23/2007
10757
ARK HOMES CONSTRUCTION INC
BRITTIAN RONALD ALLEN
265 NE BLAIRWOOD TRACE
JENSEN BEACH, FL 34957
RE: BUILDING PERMIT NUMBEF 0509-1125
NEW EXPIRATION DATE: 01/05/2008
DEAR APPLICANT:
PERMIT RENEWAL NOTICE -
CONTRACTOR
YOUR REQUEST FOR AN EXTENSION OF THE ABOVE MENTIONED PERMIT HAS BEEN
APPROVED. AFTER THIS DEADLINE, ADDITIONAL EXTENSIONS WILL NOT BE GRANTED.
PLEASE BRING THIS LETTER ALONG WITH A RENEWAL FEl $150.00 TO RENEW YOUR PERMIT.
IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT OUR OFFICE AT (772) 462-1572.
SINCERELY,
Raymond Wazny
Building Official
Code Comp0ance Division Contractor Certification Data Entry
2300 Virginia Avenue
.'
*-
-: •.
Ft. Pierce, FL 34982
T',.
Phone: (772) 462-1553 Fax: (772) 462-1148
httpd/stlucieco.gov/ce
Company Naive;
ARK HOMES CONSTRUCTION INC
'd IPhone (772) 334-7076 eM F'.O
OORigBusmess As"
ARK HOMES CONSTRUCTION INC
". Moblls. ( ) -
_ - ;Pager
a 'fin...
` y'. ....
#;,
'^'• Address::
2323 NE MARLBERRY UN
'Email'.
7ity' /State`%'Zlp'JENSEN
BEACH
FL
34957
ire�t'bompany-Name.
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Information
d Qualifier
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BRITTIAN RONALD ALLEN
-
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Crs`County Re gtstretionlCeftjficaUon.l„umber
BRITTIAWRONALD ALLEIJ
State,#
'
Address 1265 NE BLAIRWOOD TRACE
..
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cltyl
State/p JENSEN BEACH
FL
34957
'd ' ''
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-
Phone (772) 334-7076
Faxw ( )
Ce�fication.Comment`Shouid Be Reviewed for Permit
-
F-
iCertification
InformationRegistration'
i
',-!R'.o
.,,,..xCompetenoy,Card
ExtionDate Staius
and Wallet Cards >
�..,. :}, •- r:. - .-
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late Certificate
08/31/2006 Ij Hold "
CountyCertificate
08131/2007. `
Active
State Certificate =:
08i31/2006 •,-
i k
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` Class,Code General Certified
Date Applied 09/27(2004
".u`�i=. Dafe Start �
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TRANSMISSION VERIFICATION REPORT
TIME :
04/23/2007 04:24
NAME :
ST LUCIE CO
FAX :
7724621735
TEL :
7724621735
SER.# :
BROL4J150022
DATE,TIME
04/23 04:21
FAX NO./NAME
817723346057
DURATION
00:02:43
PAGE(S)
02
RESULT
OK
MODE
STANDARD
ECM
J�'•r:f�>'tfitP UO
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2522
http://stiucieco.gov/ce
Date: 26 April 2007
Job Address: 12075 INDIAN RIVER DR
Received By: counselb
Paid With: ck
Paid By: sharon 1 evinrude
Building
Receipt
Receipt N: 0000053507
'errnit Number. SLC- 0509-1125
Amount: S150.00
�redit Card Number:
Check Number: 1164
Sign:
,
rw
QUALITY ENVIRONMENTAL
CONSULTANTS, INC.
Get the 411 on Mold
September 20, 2006
St. Lucie County Florida
Public Works Department,
2300 Virginia Avenue
Ft. Pierce, FL 34982-5652
Code Compliance Division
Attention: Mr. William Logsdon, Building Code Supervisor
RE: 12075 Indian River Dr.
Jensen Beach, FL 34957
�ir.'tift�50�3�1t1 t. Lucre « •'.
Dear Mr. Logsdon,
Providing healthy environments from houses
to hospitals and everything in between.
LF
ECEI
Fp 2006
On September 20, 2006 technician Evan Thomas and I visited the building site located at 12075 Indian River
Drive, Port St. Lucie for the purpose of inspecting the site for mold due to a roof issue.
As you are aware the building site is a 2 story single family home that is in the open air construction stage with
the A/C unit(s) not installed. The roof, windows, and doors are installed, with the exception of the garage door.
The interior of the building has the 1st floor wood stud walls, 2nd floor joist and 2nd floor wood stud walls in
place. There was no insulation or dry wall in place at the time of the inspection.
We conducted a visual inspection in accordance with the ACGIH standards of the entire structure and found
there to be a small water stain in the north end of the structure above the north wall. There was no visible mold
found at the time of the inspection.
Moisture levels within the wood inside the structure were found to be below 15% which is within industry
standards.
With the moisture levels in check and no visible mold at the time of the inspection, it is my opinion that the
structure is fit for the next stage of construction.
Should you have any questions, or require any further assistance on this matter, please do not hesitate to contact
me.
Respectfully Yours,
Gerald Lee Maples, CIE, CMR
Toll -Free: 866-411-MOLD
Office: 561-422-8822
Fax: 561-784-9986
vvvvw.QEC411 mold.com
931 Village Boulevard, #905-268
West Palm Beach, FL 33409
Member IAQA • ACGIH • EEF • ESA
Licensed & Insured
fA '.
SEP 21,2006 10:18 Quality E', mlamental abl-lov-"Ut) rays: .
L.ic v
QLIALITY ENVIRONMEMAL
CUN$LII.TANTS, INC. Yruviclirr,G hrdllht: rnv+Nnrnuays Ntun ld uitq.
Get she 411 on Mold to ho pirnls .utrl cvarpolhtf; io (u •nvrvvr
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COMM
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Phone: 7 %
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Pages: 3 (Including Cover Page)
�,` •�-,5�
U Urgent Cd For Review
n Please Comment ❑ Please Reply ❑ Please Recyclo
• Comments:
1 d0 7-5-
1JtG�� Gh ��� ✓Pr �Jr,
Paogio RooMg Co.
808 S.E Dbdo HWy,
MUM F134984
AC 561.2e3.7663
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QUAI11Y F:NVIHONMENTAL
CONSULTANTS, INC.
(apt the. 411 on Mold
SLplcmbLr 20, 2006
St. Lucie County Florida
Public Works Department, Code Compliance Division
2300 Virginia Avenue
Ft. Pima, FL 34982.5652
Attention: Mr. William I.ogsdon, Building Code Supervisor
RE: 12075 Indian River Dr.
Jensen ReaL:h, FL 34957
Permit 110509-1125 St. Lucie Co.
Dear Mr. Logsdon,
1'ruvitfin� OC.Illhr cm nvnmCnla lwur 11.,11••!;•
rn bn.pnals and rez�n rhulq rn Drrn ran.
RECFJVED
SEP 2 0 'LUU6
BY:_�
on September 20, 2006 technician Evan Thomas and I visited the building site located at 12075 Indian River
Drive, Port St. Lucie for the purpose ol•inspcuting the site fur multi due to a roof issue.
As you arc aware the building site is a 2 story single family home that is in the open air construction stage with
the A/C unit(s) not installed. '1'hc roof, windows, and doors arc installed, with the exception of the garage door,
'!'lie interior of the huilding has the I' floor wood stud walls, 2"`I floor joist and 2" floor wood stud walls in
place. Thcro was no insulatiun or dry wall in place at the time of the inspection.
We conducted a visual inspection in accordance with the ACGII I standards of the entire structure and found
there to he a small water stain in the north and of thu structure above the north wall. There was no visihle mold
found at the time of the inspection.
Moisture levels within the wood inside the structure were found to be below 15% which is within industry
standards.
With the moisture levels in check and no visible mold at the time of the inspection, it is my opinion that lhu
structure is lit liar the next stage of construction.
Should you have any questions, or require any further tw4stance on this matter, please do not hesitate to contact
me.
RespcvUlilly Yours,
i
Gerald I= Maples, CIC, CMR
Tull-rua ; :ads-•III-�Il III 1
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William Logsdon
lI"
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:Fl
Buil&ngCode —
Srrpe'visor,
_?rC�.r l�r �i'.r...xrf :.•�s%%/�ir/5-cr, �.�'c
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PUBLIC WORKS DEPARTMENT
CODE COMPLIANCE -DIVISION
• `..... - :
?
2300 Virginia Avenue 3-V - -201
It is unlawful foi::an .Gprpan!or, Contractor, Buflder, or other persons,
flooring, of the work with loth,
;' ,
Ft. Pie[ FL 34982-s6S2 Sons
�`. Ph. (772) 462-llfii3 ,'lath
eorto th o'r other mu1 �dY V fit tha pyrope :inspector ha, had ample
��'� 8t.1Raie.fl,us Fax (772) 462-6443 ,.t;t
toapprove
Adid(difApn4cFgoiro#oitshayebean.mdtie,;wll' Building,.'.:'.i..":AltBr.addkiodsor:eoiredfoos
have been moda,:call Building.
'Deppr.,tmahl:fnr mn.:ir(! bd;".Ff91d i1ltlte�t6rSoie in`Ihe'oFFice:frrlm"
ctt,
'Qepurhrtilnf
I'
lor'pb inspection: Field innp'eilor'S are in flie-office-From
To' •• :onildy throng♦,' Friday.
:.
to Monday through Friday. ,
'PLUMBNG
RECEIVED. PLUMBING
B.4 BLDG,
PRESS'4ARD-L15E.BALL'Pdthi-T'PEN
. SEP 2 0 2006 etEc
B-A BLDG
BY:
ALL POINT PEN
v c
£0i10'd LZ:£Z Z00Z-Z0-NUf
; ,k �z5
St Lucie Ca
2300 Virgin
F-t Pierce, F
(772)462-2172
I
PEnW # L2S®4 —UZ5j-os
DPR
PEST CONTROL CONTRACTOR SOUTHCOAST PEST CONTROL INC.
PEST CONTROL LICENSE # JB 110518
We, the undersigned, hereby certify that we have pretreated the above -described construction for
sabte I can termites in accordance with the standards of the National Pest Control Association.
Square feet of area treated.
• 3 $/�
Percentage of solution-
Date of treatment:
IJ FooiLYg
1st Treatment
❑ Re&eat
U/slab
I 1st Treatment
Q Re-i m
U Driveway
❑ 1stTteatment
❑ Re -mat
❑ POOLS
❑ 1st Treatment
❑ Re -treat
0 Other
❑ 1st Treatment
❑ Re -treat
Chemicals used:
Total gallons used: Yi5b,
Time of Treatment: 1203
A phCate ream m C4rhj po�g board shack bdprovfded toreceive
duplicate Tieam:mt Certifwutes as mdc regmrtd protective
completed prn 4ding a cWjbr=kpersnThe peen & t rated t o e am,
anothercopyfortheb=1&n8p�f
provide the pmductuse4 rde ady ofthe applicator, time and date ofthe
treat en& site lacx=4 area traded dxmfed rued parrot concadrotlon
and wrnber ofsalhms rased to ermubh a periiMle re cord ofprotec&e
dmunmtlfthesod dmdaalbamermeduWjbrtu-RmVprdv6iiionau.nm4
fmal a sawrvnWmmt AW be mmpteted prwrwftrml bniUM approval
St Lude Cori tY requires for the final inspection for CO, a Permanent
sacla:r to be placed on the electrical PKad b" cover, r0fi°°g an the
tmeatnts and dates afappucatiom
❑ Perimeter for Final Inspection
a . , a.41 M
NOTE:
There must be a completed form for each rrequwed treatntentorre-treatment and thisform must be on
thejob site to be picked rip by the ittspedor at tune of each inspection or the scheduled inspection tvili
Andaman & Associates, Inc.
460 NW Concourse Place, Unit#1
Port St. Lucie, Florida 34986
(772)878-0072
FIELD DENSITY REPORT
DATE OF TEST: 1/24/06
PROJECT: 12075 Indian River Drive / Pe 't # 0509-1125
SUBMITTED TO: Ark Homes
FC3 01 2006
,6e3 County Publ!o Y
FILE NO.: 06-5518
(MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557/AASHTO T-180)
(FIELD DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-2922/AASHTO T-238)
f- - _ - -_
r
Locaflom
�'OMC
-- I
; IMax
Density
Moisture
l afttm of,Uensrty
'Field
%of
iMax
--
I job
Elevation
- .
12 Housepa8 Fill
i (o/)
Itilft
a
:,teat /
-_
-
'sio C,.
:S
1
Center of Garage Floor Slab
13.0
107.9
10.5
115.3
100+
95
0 to -12"
2
10' E and 10' S of the NW Corner
13.0
107.9
8.7
110.0
100+
95
0 to -12"
3
10' W and 10' S of the NE Corner
13.0
107.9
5.3
106.3
99
95
0 to -12"
4
Center of Housepad
13.0
107.9
11.6
108.6
100+
95
0 to -12"
5
10' W and 10' N of the SE Corner
13.0
107.9
11.7
1 113.3
1 100+
1 95
0 to -12"
F-soil directly below subgrade; SBP-soil below pavement; GA -soil in general compacted area; PSSG-stabilized subgrade; NSSG-non stabilized subgrade;
PAV-soil below stabilized section; FS-soil under Floor slab; NG-natural ground; TOP -top of pipe; BOP -bottom of pipe; NAVD -North American Vertical Datum
Ernest Af x Ill, Vice Prdsl nt
FL Reg. No.'15837.
S
AS MUTUAL PROTECTION TO OUR CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS
AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR
WRITTEN APPROVAL.
125.0
120.0
115.0
O
U. 110.0
U
ro
7
U
W
a
i 105.0
z
a
w
} 100.0
O
95.0
90.0
85.0
A'raaman & Associates, In'..
460 NW Concourse Place Unit
Port St. Lucie, Florida 34986
772-878-0072
PROJECT: 12075,Indian River Drive DATE: January 23, 2006
REPORTED TO: Ark Homes FILE NO.: 06-5518
Moisture -Density Relationship
OPTIMUM
.rr..•
. .
■
■
■
■
■
■
■■
■■
■
■■
■
ONE
■
■
■■
■■■■MEMO
...C.
■�'■■■
■
■■■.■■■■e■.
■■■■■■■■C■=
:�
C
..■
.■■
]F1b5"x3t.�c
SUMMARYdOF,�TEST
RESULTS�?-
SAMPLE NO.
1
SAMPLED BY/ DATE
SP / 1-23-06
SAMPLE LOCATION
Pad Composite
TEST METHOD
ASTM D-1557
MAXIMUM DRY
107 9
DENSITY (PCF)
OPTIMUM WATER
13.0
CONTENT(%)
LIMEROCK BEARING
RATIO (% )
SOIL DESCRIPTION:
Dark Brown Fine Sand with
Trace of Hardpad
5 10 15 20 25 30 35
WATER CONTENT- PERCENT.OF DRY EIGHT
r,
By
r 681 A. Cox III, P.E.
Florida Registration N0.15837
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTAL PROPERTY OF CLIENTS AND AUTHORI-
ZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING QUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
V.I
Building
Receipt
Code Compliance Division
2300 Virginia Avenue
FL Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1148
Date: 30 September 2005
Receipt 4:
0000026205
Job Address: 12075 INDIAN RIVER DR
Permit Number:
SLC- 0509-1125
Received By: counselb
Amount:
5175.00
Paid With: CK
Credit Card Number:
Check Number:
11910
Paid By: ARK HOMES CONSTRUCTION INC
Sign:
L
R. St. Lucie County Building & Zoning
2300 Virginia Ave
Fort Pierce, FL 34982
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
will be using the following sub -contractors for the
(Conipany/ludividual Name)
project located atO7S S. . . ....
(Street address or Property Tax ID #)
It is understood that if there is any change of status regarding the participation of any of the sub -contractors
listed below, I will immediately advise the Building and Zoning Department of St. Lucie County.
St. Lucie County/
Trade
Name of Company/Contractor
State of Florida
License Number
Electrical
. . . . . .. . .... .. ........... ............ ...... .
.............
. ... ...... ....... ... .......
... .. ..... .... ...
Plumbing
-r-vlv_ 7p6n6(no
...........
..... . ... . .......... .. ......
7_0 V111
IIVAC/
i C
ub��
Mechanical
... . . . ....
......... ...
.. ...... .......... .......
C A
Roofing,
16.7:
Gas..
....
........... ... .. .
.......... ... .
PERMIT
I ISSUE DATE:
NUMBER:
1
ST. LUCIE COUT,,--'(
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING PERAW
SUB -CONTRACTOR AGREEMENT
St. Lucie -County -Contractor Certification Number. IV JVl i7
State of Florida Certification Number (If applicahie):�
N11NNtikiNN 1N1NNM1M1N1Nf
has agreed to be
the Eu—c7Te-ku L. sub -contractor for Am E��NST•
(type of construction trade) (name of the prime contractor)
for the project located at 1�L(n S , _2��ax> Wk _C _S>0 It is understood that,
(street address or property. tax ID #)
if there is any change of status regarding our participation with the above mentioned
project, I will immediately advise the Community Development Department (Growth
Management Division) of St. Lucie County by personally filing a Change of Contractor
Form (SLCCDV FORM NO. 004-00).
efNf Mif iNNN�ef1N1NNfNN1N11R1N111t11NHff1lfliN1Nk1111NN1N1111NNN
BUSIN SS QUALIFIER (original signatures required):
mr)TI460 CDbtL V-P,
si na ure print name
business name:
address:
city,state,zip:
phone:
PERMIT # I I ISSUE DATE
date
SLCCDV FORM NO.: 002-00
SS o'N NOLLVOINMMOD LT o 11 U Lo . e i 'onv
An/l"� Ellr)c�
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERIMIT
SUIT-COINTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number:
State of Florida Certification Numbe� (Uapplimble):
have agreed to be the
(Company
t fY-N r-)'a-nCa shb-contractor for fiP-1Z '/40Lld F/ EtL6 71,C ,
(Type of Trade— I (Primary Contractor)
for the project located at Up"•js `nd'1C� t'1 �t UCX C7Y
(Project —Street —Address or`Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I wil� immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
I
BUSINESS QUALIFIED (Name of the Individual shown on the Contractor's License)
ORIGIN'A SIG\ATl RES ARE REQUIRED
' F� � d R � 1-ciK a o
ATURE I PRINT NAME DATE
Business Name:
Address:
City/State/Zip:
Phone:
OFFICE USE O
" W�i .�
1 �
PERMIT N ISSUE DATE
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: 1t� D aL 4 C)
State of Florida Certification Number (if applicable): ..C!li•>'dZ (73
L° \Qssl c �o rt.fy have agreed to be the
(Company Name/Individual ame)
Nke,r, 1J4VA-C sub-contractorfor Ary_ 4r<LeSiConsF
(Type of Trade) (Primary Contractor)
for the project located at 1 D a-- 5�.
(Project Street Address or Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORIGINAL SIGNATURES ARE REQUIRED A
�:4c
SIGNKAW PRINT NAME DATE
Business Name:
Address:
City/State/Zip:
Phone:
OFFICE USE ONLY:
`,ST. LUCIE COUNTY PURL" ',WORKS;
SUiLDING & ZONING IDEI��TMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEM r'NT
St Lucie County Contractor Certification Number.
State of Florida Certification Number (if app6=bw):
10"lt �
C--CCoS6"193
Po c m, ( R DO F i AI Fr _ has agree to be
(companyfindMdual name) .
the ROOF-A(-r sub-contractorfor i�R�ll�vn�(rizs¢i�cel�en, -,c
(type of construction vale) (name of the ppdme eormeaon
for the project located at understood that,
(street address or property tau 0 0)
if there is any change of status regarding our participation with the above menr oned=
project, I will immediately advise the SURding and Zoning Department, of St. Lucie (:.,linty
by personally filing. a Change of Contractor
Form (SLCCDV FORM NC. 004-00).
BUSINESS QUAUFiER (original s4namresreauired):
r
P. t4AIZO T, Gear-S_
siWature` Print name\ Date
business name. 1 A CI R c R 06Flr l 6
address: P.y, r3bt( -z r VI
city,stategip: S'� -�i ar+. FL. if 9-0
phone: 7 7 it Z$3- 9 son
FFICEUSEMNEM
SL=DV FC;w Nr =-ao
PERMITS
Issue MATE
--- - J .
EDNIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 2719536 OR BOOK 7-78 PAGE 1761, Recorded 09/30/2005 a', --:26 PM
TO BE COMPLETED WHEN CONSTRUCTION VALUEEXCEEDS 32500.00
PERMIT# TAXFOLIO#
NOTICE OF COMMENCEMENT
STATE OF FI De.1 D h- COUNTYOF ST.. W C-1E
THE UNDERSIGNED HEREBY GIVES NOTICE THAT IMPROVEMENT VALL BE MADE TO CERTAIN REAL PROPERTY, AND IN
ACCORDANCE VATH CHAPTER 713. FLORIDA STATUTES, THE FOLLOKING INFORMAIM IS PROVIDED IN THIS NOTICE OF
COMMENCEMENT.
LEGAL DESCRIPTION OF PROPERTY(INCLUDE STREET ADDRESS IF AVAILABLE):
GENERAL DESCRIPTION OF
PHONE#: 771. 7Na.INJd- rHA R:
INTEREST IN PROPERTY: 6l f JTn.P le -
NAME AND ADDRESS OF FEE SIMPLETITLE HOLDER(IF OTHER THAN OWNER):
COMPANY(IF ANY) A%l&
S.
LENDER/MORTGAGE COMPANY A)14-
ADDRESS:
PHONE #: FAX#:
PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER
DOCUMENTS MAY BE SERVED AS PROVIDED BY SECTION 713.13(1)(A)7., FLORIDA STATUTES:
NAME:
ADDRESS:
PHONE #. FAX #:
IN ADDITION TO HIMSELF OR HERSELF, OWNER DESIGNATES
pF TO RECEIVE A COPY OF THE UENOR'S
NOTICE AS PROVIDED IN SECTION 713.13(IHB), FLORIDA STATUTES.
PHONE FAX# -
EXPIRATION DATE OF NOTICE OF COMMENCEMENT:
THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFTEWIT DATE IS SPEGFIFDABOVE
O Lam✓" /PLC G✓tn /u �+a'.
SIGNATURE OF OWNER
SWO 7'OA. _ND SUBSCRKE BEFORE ME THIS DAY OF AAII g 20 Y
BY A ) n,dv
PERSONALLY KNOWN
O 'R DU 1--
- T"' �NmONPubAo-slmemPlam
{/, CannklmBTimSep11,7G0/
NO SIG TURCOmmlNlonl OO2�91E0
/E lmnr/C,a,e,q.fa,1011rioeaw.d,.e EOntletl BYNmlppi NOtOryAcvt O71GB:OS
OR HOOK 2378 PAGE 1762
'rhe following
situate, —lying and being In Si. Lucie County,
described land, i.
Florida, to wit:
Lot to (loss the Northerly 149 COOL) and
the Northerly So
feet of Lot 11 of FEWS SUBDIVISION, as
per plat thereof A
on file in Plat Book 4, page 44,, of the
public records of '
1
St. Lucia County, Florida. TOOLfNER with all riparian
5i
rights thereto appertaining.
SUBJECT to easements, restrictions
and Zoning
.
ordinances of public record, and taxes for the years
subsequent to 19BB,
_—
STATE OF FLORIDA
ST. LUCIE COUNTY
THIS TO CERTIFY THAT THIS IS A
TRUE AND CORRECT COPY OF THE
ORIGINAL.
ST. LUCIE COUNTY
CLERF.qW-16
UIT COURT
BY: D� 6�
f3ttC
ST. LUCIE COUNTY
ck
s a-
BUILDING & ZONING
2300 VIRGINIA AVENUE
jjj ' •
FORT PIERCE, FL 34982-5652
tr'
561-462-1553
FILLED LANDS AFFIDAVIT
I, the undersigned, am the
14,5 oN rinni+
(Tax ID/Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Permit. In accepting
this Final Development Permit, BP Number`0 I acknowledge that as owner of
the above described property, and in accordance with Section 7.04.01(D), St. Lucie County
Land Development Code, I shall be responsible for assuring adequate drainage so that the
immediate community WILL NOT be adversely affected. I further acknowledge that in
granting this permit forthe development of this property, St. Lucie County is neither obliged
nor liable to provide for, or maintain in any form, adequate drainage off my property which
will not adversely affect the immediate community.
✓�) t\e-o ., 1, eC ✓ 47- �An.it. �-c� �<n r✓-G/Z 7'�O-v��
Property Owner Name Property Owner Signature Date
STATE OF FLORIDA, COUNTY OF 1 ' s Nz'1 I
ACKNOWLEDGED
CBEFORE ME THIS,:��A DAY OF�20&�
BSN�N C � I A" 1 Z - WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED
_NOTARY PUBLIC TULE
COMMISSION NUMBER
:a,;�'^gar, Kw11t�eNatnt:
': , s-:NotaryPublic - State at Florida
IV
,Fo;; Commission#DD275441
Bonded By Naflancl NotaryAssn.
(SEAL)
The following
described lard, ;j
situatc,"lying and beiiiri in Si. Lucie County,
Florida, to wit: +
Lot 10 (less the Northerly 149 feet) and the Northerly 50 it
iP
feet of Lot 11 of FEE+S SUBUIVTSYON, as per plat thereof PA
fM.
on file in Plat Buok A, page 44,. of the
public records of
:6
St. Lucie County, Florida. TOGETHER
with all riparian
U?.-
rights thereto appertaining.
6
SUBJECT to easements, restrictions
and coning y
ordinances of public record, and taxes
for the years `4
•'13�'
subsequent to 1968:
'
Property Appraiser - St.Lucie Colnntu', FL
Page 1 of 1
Sharon L Evinrude Record: 1 of 2
Property Identification
Site Address: 12075 S INDIAN RIVER DR
Secrrown/Range: 04:37S :41E
Map ID: 45/04N
Zoning:
PROPERTY RECORD CARD
"Prev Next>>
Spec.Assmnt Taxes
Exemptions Permits Home Print
yCIE 0
ParcellD:
4504-602-0010-000-0
��'� ,� �°oy
Account #:
122579
Land Use:
City/Cnty:
SF Res
ST. LUCIE COUNTY
n
Ownership and Mailing
Legal Description
Owner.
Sharon L Evinrude
FEE'S S/D LOT 10-LESS
NLY 149 FT- AND NLY 50 FT OF LOT 11
Address:
12075 S Indian River Dr
WITH RIP RTS (OR 589-452: 1145-1314)
Jensen Beach FL 34957-2209
Sales Information
Assessment TRIM
Total Land and
Building
Dale Price
Code Deed
Book/Page
2005 Val: 591900
Land Value:
499900 Acres: 1.83
5l1/1988 110000
00 CV
0589 /0452
Assessed: 214894
Building Value:
92000
4/1/1988 0
01 CV
0589/0450
Ag.Credih 0
Finished Area:
1679 SgFt
11/l/1979 66000
00 CV
0319/2122
Exempt: 25000
Taxable: 189894
TotalTax: 4024.1
L 1l, IL"191101Wda111D12
Exterior Features
View:
-
RoofCover:
ExtType:
HC - HC
YearBlt:
Grade:
C - C
EffYrBlt:
StoryHght:
0010-1 Story
No.Units:
Interior Features
BedRoems:
2
Electric:
FullBath:
2
HeatType:
1/2Bath:
HeatFuel:
%A/C:
100
%Healed:
Special Features and Yard Items
Type
Y/S Oty.
Units Qual. Cond.
3CNT - 3CNT
S 1
1 GD GD
SDSF - SITE DEV S-F
Y 1
1 AV AV
SM - Sheet Metal
1989
1989
1
MX - MAXIMUM
FHA - FrcdHotAlr
ELEC - Electric
100
Land Information
YrBlt. No. Land Use
1989 1 0100-SF Res
2001 2 0100-SF Res
RoofStruct:
Frame:
PrimeWall:
SecWall:
PrminlWall:
AvgHt/FI:
Prm.Flors:
%Sprinkled:
GA - Gable
CB - Cedar Bd/Btn
DW - Drywall
STD
CU - Carpet
0
Type Measure Depth
240 -Front Ft 150 500
520 -Acres 1.83
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/prc.asp?prclid=450460200100000 9/30/2005
Weyant Engineering, Inc.
Civil & Structural Engineers
• 201 SW Port St. Lucie Blvd., Suite #104
Port St. Lucie, FL 34984
Phone 772-335-0772 WPB 561-832-9094
Fax 772-335-0866
November 29, 2005
F,t.E ropy
St. Lucie County
Building Department
2300 Virginia Avenue
Fort Pierce, FL 34982
Subject: SHARON L. EVINRUDE RESIDENCE
ARK HOMES CONSTRUCTION, INC.
12075 S. INDIAN RIVER DRIVE
JENSEN BEACH
I U a.7ur1 Y
Gentlemen:
Job No. 02 1754
In response to your plan review critique comments, we offer the following items:
The ceiling material for front entry and porches will be wire lath and stucco as specified for
overhang soffits.
2. The truss plan indicates "kneewall by builder". The kneewalls in the Great Room and Entry
are detailed on Sheet 7 of 11 as "TWO STORY WALL SECTION" (FRAME -GREAT
ROOM)" and "TWO STORY WALL SECTION (CMU)".
3. All interior bearing headers are to be two (2) 2xl2's with a 1/2-inch plywood spacer. The
headers are strapped to the jack studs using Simpson LSTA 18 flat straps on each j ack stud.
The double top plate over the header is to be fastened to the header with Simpson SP4 ties
at not more than 16-inches on center.
CERTIFIED THIS 2971 DAY OF NOVEMBER 2005.
WEYANT ENGINEERING, INC.
wight R eynt, P.E.
Project S c al Engineer
OFFICE USE ONLY:
L:n n I
DATE FILED: C, 1 0
REVISION FEE: • CQ
1.
PERMIT NUMBER: (.C-OSO4-W2-
RECEIPT NO.:
P" - ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652- C�pY
Af')_1553. Frr1�
G PERIIIIT REVISIONS
ZNIATIO\
LOCATIO\!SITE
ADDRESS: �20`75
DETAILED DESCRIPTIONS OF PROJECT
3. SOWO\TRACTOR INFORMATION:
ST.OFFLREGJCERT# Cy�C.C65&-
BUSIFESS\LCIE:
Qualifiers Name:
ADDRESS: 808 S C
CITY:
PHONE (DAYTUIE):
ST. LUCIE COUNTY CERT.=
STATE: FI ZIP: Y
FAXrs
. 4. ARCHIT/ENGINEER:
NA_NIE:
ADDRESS:
`} CITY: STA'
PHONE (DAYTIME): FAX
FDATE
CIE COUNTY
NG DIVISION
VI ED
�
. r -
PERMI ON JO RION WILL BE MADE
ZIP:'
Florida Building Code Online
-4
Page 1 of,
#r �.F
r _
�
-a;�
*'��'! „'•i}' �. i a a�' �` '. 3'3. "'f '� `�."- �x #" ;� �, x ' C+.t�' ^e �i-r4x- .r'x�s � �x '4%-
BCIS Home f Log In Hot Topics j Submit Surcharge Stats & Facts Publications i FBC Staff j BCIS Site Map Links
s>
1
LL Product Approval
"USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
.. . FL•1923-R2 ::......
A"ppticatio n Tjtpe.::.:;'.::..'..:
. '. )::.. Revision .: ............. ::.: .: .
Code Version
::.
2004 ' . '.
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Testing Lab
Quality Assurance Entity
Validated By
Drexel Metals Corporation
204 Railroad Drive
Ivyland, PA 19067
(888) 321-9630 ext 115
brian@drexmet.com
Brian Partyka
brian@drexmet.com
na COPY
Roofing
Metal Roofing
Test Report
Architectural Testing, Inc.
Architectural Testing, Inc.
Architectural Testing, Inc
http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgt3 Y`/o2f5j 9Fmv6fBLeMIRENC2j... 8/25/2006/
Florida Building Code Online
,r
Page 2 of 4\
i
Certificate of Independence
Referenced Standard and Year (of
Standard)
Equivalence of Product Standards
Certified By
Standard
Year
TAS 100
1994
TAS 125
1995
UL580
1994
Date Pending FBC Approval 11/27/2005
Date Approved 12/07/2005
Mary of Products
FL # IlModel,
Number or Name
Description
I
1923.1 DMC 100 NS
1" Nail Strip; 0.024" Thick, 16" Wide Steel Roof Panel
Limits of Use (See Other)
Installation
Instructions
Approved for use in
PTID
1923
R2
I Cert of Independence ATI.pdf
PTID
1923
R2_I
Cert ofIndependencePRI.odf
HVHZ:
Approved for use outside
PTID
1923
R2
I_DMC100NS Installation.pdf
HVHZ:
PTID
1923
R2
I DMC150SL Installation pdf
Impact Resistant:
Design Pressure: +/-
PTID 1923
Verified By:
R2
I DMC150SS Installation.odf
iOther: Tested in
Test Reports
accordance with UL580.
PTID
1923
R2
T
DMC10ONS_Test_R ort.pdf
Class 60 roof panel (Design
PTID
1923
R2
T
DMC_150SL Test Report.pdf
Pressure = -37.5 psf). Must
be installed in accordance
PTID
PTID
1923
1923
R2
R2
T
T
DMC150SS Aluminum TAS100 Rdf
DMC15OSS Aluminum TAS125 Report e�ort.pA i
with manufacturers
PTID
1923
R2
T_DMC15OSS_Steel
TAS100 Rep_ort_pdf
installation instructions. For
PTID
1923
R2
T
DMC150SS Steel TAS125 Report.pdf
roofs with slopes 2:12 or
PTID
1923
R2
T
TRINAR Weathering Results S.p_df
PTID
1923
R2
T
TRINAR Weathering Results 2.gdf
greater. Not for use in
HVHZ.
1923.2
DMC 150
SL
1-1/2" Snap Lock Roof Panel; 0.024" Thic6
Wide Steel Roof Panel
Limits of Use (See Other)
Installation Instructions
j Approved for use, in HVHZ:
Verified By:
Approved for use outside HVHZ:
Test Reports
Impact Resistant:
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Page 3 of 4\
Design Pressure: +/-
Other: Tested in Accordance with UL 580. Class
90 roof panel (Design Pressure = -52.5 psf).
Must be installed in accordance with
manufacturers installation instructions. For roofs
I with slopes 2:12 or greater. Not for use in
HVHZ.
i
1923.3
DMC 150 SS Aluminum
1-1/2" Aluminum Standing Seam Roof Pan
0.032" Thick, 16" Wide
Limits of Use (See Other)
Installation Instructions
Approved for use in HVHZ:
Verified By:
Approved for use outside HVHZ:
Test Reports
Impact•Resistant:
Desigh:.P.ressurec'+./ .:.: '.... .. ... .. :.
! � Other:'•Tested iri Accordance witfi: TAS' i2.5;and
. '.:...:': :.'.' .:. ...: • . . ::.::'...:.:. .:
TAS"100: Class 90' 'roof panel Field Design
Pressure'-- -71.25 psf. Corner Design Pressure -
-75.0 psf. Must be installed in accordance with
j RAS 133 and the manufacturers installation
instructions. For roofs with slopes 2:12 or
greater. Roof panels are coated with TRINAR(R)
Flouropolymer Building finish.
1923.4
DMC 150 SS Steel
1-1/2" Steel Standing Seam Roof Panel; 0
Thick, 16" Wide
Limits of Use (See Other)
Installation Instructions -
Approved for use in HVHZ:
Verified By:
Approved for use outside HVHZ:
Test Reports
Impact Resistant:
'
Design Pressure: +/-
Other: Tested in Accordance with TAS 125 and
TAS 100. Class 90 roof panel. Field Design
C���/
p11 11
Pressure = -52.5 psf. Corner Design Pressure =
r {�
-60.0 psf. Must be installed in accordance RAS
133 and with the manufacturers installation
instructions. For roofs with slopes 2:12 or
greater. Roof panels are coated with TRINAR(R)
Flouropolymer Building finish.
Back Next
ti DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
(850) 487-1824, Suncom 277-1824, Fax (850) 414-8436
© 2000-2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer
Product Approval Accepts:
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3Y%2f5j 9Fmv6fBLeMIRENC2j... 8/25/2006
Inda Building Code Online
Page 4 of 4
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Dmc 150 ss cp\
DREXEL METALS CORPORATION
PLYWOOD DECK DETAILS
. DmC 150 SS
*e4%\\
DREXEL METALS CORPORATION
TABLE OF CONTENTS
Introduction -
Page 1
General Notes
Page 2
Maintenance Instructions for Drexel Panels
Page 3
Care and Maintenance of Drexmet® Finishes
Page 4 - 7
:.'.: Hem Lengths ':. ' :''.:'.:.:.. .: '..' .... .....::....:...:.:.......
".: ::.'.' ........: Page'8:.:: .:. •:.:..
Panel Profiles
Page 9 .. .
Panel End
Page 10
Eave Detail
Page 11
Eave W/ Gutter Detail
Sidewall Flashing Detail
Hip / Ridge Detail
High Side Ridge Detail
Valley Detail
Valley Detail
Headwall Detail
Start / End Gable Detail
Roof / Fascia Transition Detail
Roof Transition
Vent Pipe Flashing Detail
Expansion Joint Detail
Curb Detail
TO CHANGE WITHOUT NOTICE
EFFECTIVE DATE:
Page 12
Page 13
Page 14
Page 15
Page 16
Page 17
Page 18
Page 19
Page 20
Page 21
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Page 23
Page 24
DREXEL METALS CORPORATION
INTRODUCTION
The details contained in the following pages are
guidelines as to how Drexel Metals Corporations
materials can -be -installed. We believe all
information presented is accurate, but it is not
intended to cover all instances, building
requirements, designs, changes, or revisions for
each project since conditions will vary from one
project to another and may be unique for each
application.
The details- shown- -are - proven methods. -of. -
construction... However, it 'must .be notedthat
.... .
weather-tightness.-:i5..: the respons(bility,-'of �tlie.' �
installer. The installer can virtually'atWrewea}liar- '
tightness through the -use of these: details; good
materials and workmanship, the use of the right
type(s) of sealant(s), and the sealing and caulking
of all joints adequately.
It is the responsibility of the designer, roofing
contractor and installer to ensure that the following
details are adapted to meet particular building
requirements and to assure adequate weather -
tightness.
Drexel Metals Corporation shall be held harmless
from any and all claims arising from a lack of
weather -tightness as a result of following these
suggested typical detail drawings. The designer
and installer must be aware of and allow for
expansionfcontraction of roof panels when
designing and/or installing panels and flashings.
Likewise, ensuring adequacy of anchoring framing
materials to walls, structures, subgirts and
tees/zees, shall be determined by the designer
and installer and Drexel Metals Corporation shall
be held harmless against all claims resulting from
any inadequacy.
The installer shall be familiar with all erection
instructions before starting work. Before beginning
erection of the panels, the installer shall examine
the substrate to ensure that all supporting
members are straight, level, plumb, and true in
accordance with minimum tolerances. Report any
variations and potential problems to the general
contractor or architect. Do not start work until all
unsatisfactory conditions have been corrected.
The roofing/fascialsoffit system shall be installed
plumb, straight, and true to adjacent work.
Horizontal panel lap joints are not acceptable.
Metal closures shall be caulked around their entire
perimeter.
Roof clips shall allow for thermal movement and
shall be installed at each panel joint. Longitude
spacing of roof clips shall be as specified for
SUBJECT TO CHANGE
design loads. No perforations shall be made in
roofing/fascia/soffit by fasteners, except as shown
in these drawings. To control thermal expansion in
one direction, the panel must be fixed either at the
top of the panel or at the bottom of the panel. An
eave bend down detail will fix the panel at the
eave. Therefore, the ridge should be allowed to
slide in such cases. Never fix both ends of the
panel. Always use a sliding ridge with a fixed eave
and always use a fixed ridge with a sliding eave.
All flashings,. closures; -and accessories shall- be'..
specified;by� DieXel=.'.Me-tals",'Coi(ioratiorr_ .as:
Indicated,' and as' nepe. ssbry. to -provide' weather- ,
tight installation: Installation procedures, which are
not indicated, shall be in accordance with the panel
manufacturer's printed instructions and details or
Drexel Metals Corporation approved shop
drawings. Flashings and trim shall be installed true
and in alignment with any exposed fasteners
equally spaced for the best appearance.
Sealant for joints and flashing endlaps shall be
non-drying, non -toxic, non -shrinking and shall have
a serviceable temperature of —50 to 212°F.
Sealant shall be field -applied on dry, clean
surfaces. To ensure weather -tightness, the sealant
shall be installed where indicated without skipsor
voids. Sealants shall be furnished by Drexel Metals
Corporation or by others and approved by Drexel
Metals Corporation.
The installer may utilize details provided and
procedures recommended for installation of
materials. Some field cutting and fitting of panels
and flashings is expected of the installer and minor
field corrections of materials is a part of normal
erection work. Workmanship is common to the
industry standards and installation shall be
performed by an experienced metal craftsman. Oil
canning in the flat area of the pans is common to
the industry and shall not be cause for product
rejection.
SMACNA (Sheet Metal and Air Conditioning
Contractors National Association) architectural
sheet metal manual specifications shall govern for
material and workmanship not shown.
EFFECTIVE DATE: 05/01
DD [M IC ISO SS
DREXEL METALS CORPORATION
GENERAL NOTES
1. Drexel Metals requires the use of low profile clip 9.
screws. Contact Drexel Metals Corporation for a
list of approved fasteners.
2. Contact Drexel Metals Corporation for approved
soffit panel systems.
3. Before releasing materials for fabrication, it is
recommended that panel lengths quantities
During the panel installation, do not 'use undue
pressure to interlock panel. Do not force or push
panels together. To reduce wavy, oil canning
panel appearance and to increase the aesthetics
of an Installation, a camber or outward bowing
may be forced into flat area of the panel as the
fastener and/or clip is installed. However, care
must be taken to prevent "fish mouthing" at panel
ends.
profiles and dimensions of flashings or fiat sheet
• quantities,be verified, -though 'field measure__.. 10. Dcexel Metals.is notresponsible for the.adequacy ...... . .
menfs:. Drexel Metals shall not;be.libble:for any " '.Of. attachment of its framing members ao other'.... .
:U'ac%k'chiif {df errots'�dklldr,'ordissidns ;after';_' .'sUrfBce cotidit5ons: Drexel Metals"ahaV•be>heid:`-
. .. ..
-: approved � sliop-': drawings' are. released; :for .: �.� �� � �Flarmiess'fdr fdstenbrs useif.for'such attach'ments::
fabrication by.tha customer.
11.
4. Before beginning installation, carefully inspect
the substrate /roof deck. Do not begin
installation of the metal roof system if the
substrate (trusses, joists, subgirts/furring strips,
plywood deck, steel deck, insulation) is uneven,
not uniform or symmetrical, out of plumb, or in
otherwise unsatisfactory condition, as such
conditions can cause oil canning of panels. It is
the responsibility of the installer to correct or
demand remedy of unsatisfactory substrate
conditions prior to installation of metal roof
system.
5. Drexel Metals Corporation recommends that if
the roof deck is unacceptable, the roofing
contractor has the authority to reject this deck
prior to installation of metal roof system. Once
installation of the metal roof system has begun,
the contractor forfeits the ability to reject the
metal roofing system based on substandard
deck. Oil canning is not a cause for rejection.
Due to inconsistencies such as those noted
above, the industry has accepted a certain
amount of waviness or oil canning evident in the
flat area of the rib/seam panels. This is more
evident on longer length panels, particularly
when sunlight hits them at certain times of the
day. This shall not be construed as a product
defect and shall not be cause for product
refusal.
7. Panel crates must be lifted at bundle block
locations. Do not lift material with ropes or
wires. Do not lift panels greater than 25'-0" long
without a spreader bar. Do not lift panels from
ends while flat. Do not lift panels on edge.
8. Installation of metal panels must be started so
that the sheets are held true, plumb, and
straight. Note that all panel width dimensions are
nominal. During panel installation, it is recom-
mended that periodic checks/measurements be
taken to ensure that the panels are not gaining
or losing width.
Ensure that acid residue from cleanup of stucco in
the adjacent panel areas is not washed down
directly over the panels. This could mar the
finish/coating.
12. Avoid damage or scratching of the exterior surface
caused by walking, use of improper tools,
Improper storage, etc.
13. Faashings must lap a minimum of 6". Treat flashing
endlaps similar to a panel detail utilizing two rows
of sealant tape with stitch screws 4" o.c.
maximum. Lap flashings shingle style to allow for
water flow.
14. Quality long -life non curing butyl sealants work
best as a gasket sandwiched between two pieces
of metal. Always use tape sealant or butyl
between roof components where there will be
movement. These types of sealants do not cure.
Therefore they permit movement while still
providing a seal. Polyurethane sealants are
recommended when voids must be filled and there
Is no movement.
15. If the material is not to be used immediately, it
should be stored in a dry place where exposure to
moisture is minimal. Moisture (from rain, snow,
condensation, etc.) trapped between pieces of
material may cause water stains or white rust,
which detract from its appearance. To avoid
staining or white rust, store the material in a well -
ventilated dry area. Break the steel strapping
bands used for shipment and store the stacks of
material with a canvas or waterproof paper cover.
Do not use plastic, which can cause sweating or
condensation. Keep the material off the ground in
an Inclined position with an insulator such as
wood. It is the responsibility of the contractor. to
Insure that all materials are properly stored at the
jobsite.
TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05 Page 2
DREXEL METALS CORPORATION
MAINTENANCE INSTRUCTIONS
I. MAINTENANCE BY INSTALLER BEFORE LEAVING JOBSITE
1. Remove metal filings from panels and flashings at the end of each day. Iron filings from drilling,
grinding and cutting can rust overnight. At end of the project, make a final check for any filings. If
rust spots have already appeared they can be removed with a non-abrasive cleaner such as Soft
Scrub. Do not use abrasive cleaners. Pressure wash using no more than 2500 PSI max.
.2:*- The use of. the DrexmetO Paint Pen. is recommended for touchup of any.seratches: Contact Drexel
:;.'(vletals;Gorpor'ioriforpreparation•ofinetalsurfaces::U.seanly.productsreommendedby,Drexel-,-: :•
Mefals:Corporation for@ny'i56# painting applications to;the meta] roof system. Neveruse ariytliirig
but Kynar500 ADS to touchup DrexmeWquality roof finishes: When touchup is applied it.must be
checked for adhesion 24 hours after application. Please refer to Drexel Metals Corporation's Care
and Maintenance guidelines.
3. Please contact Drexel Metals Corporation for proper cleaning instructions.
4. Remove debris and crating material from the site.
li. ROUTINE MAINTENANCE FOR METAL WALLS AND ROOFS OVER LIFE OF BUILDING
1. File all job records, including project plans, specifications, job information sheets, warranty
application, paint warranties, tag or part numbers and Drexel Metals Invoices.
NOTE: STEEP METAL ROOFS CAN BE SLIPPERY. A QUALIFIED METAL ROOFING CONTRACTOR MAY BE
REQUIRED FOR ROOF INSPECTIONS.
2. Remove gutters and downspouts to clear debris that can impede water drainage.
3. Remove immediately any vegetation or debris that may contact metal panels. This includes tree
branches, leaves, weeds, grass, etc.
4. Refer to Drexel Metals Corporation Care and Maintenance Guidelines.
5. Contact Drexel Metals Corporation for guidelines if any signs of corrosion to the steel substrate are
present.
Ill. ADDITIONAL ROUTINE MAINTENANCE FOR METAL ROOFS
1. Eliminate any conditions that are causing water to pond and accumulate on roof panels.
2. Reseal curbs, gutters, flashings, closures, penetrations, etc. as necessary to maintain the weather -
tightness of the metal roof system. The use of Tremco Vulcum 116 sealant or approved sealant by
Drexel Metals Corporation is recommended for such repairs.
3. Salt deposits should be removed by a fresh/sweet water rinse in aggressive and saltwater areas.
The use of the Drexmet® Edge coating is recommended to be used along all cut edges on
installations within 2,800 feet to any body of salt water. Contact Drexel Metals Corporation for
further information.
4. Do not use bleach to clean Drexlume® or painted Galvalume.
5. Consult Drexel Metals Corporation when installing the metal roofing system overpressure treated,
CCA or ACQ lumber products.
SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE:
Page 3
L)mc 150 SS
DREXEL METALS CORPORATION
CARE AND MAINTENANCE
of
Drexrrtet® Finishes
For
BUILDING PANELS AND ACCESSORIES
INTRODUCTION. - dirt, .and .the: following'.are,recommen e .. .::..... .
.....
:.'The :factory applied finish' on :yok-inetal':::'..:.
building:'POnels, 15.'a baked -on' coating de"', One .cup'ofSinipfe Greenj ' or otheF:' "
signed to ore trouble -free' erformance for
9 9 P non -toxic biodegradable cleaners, which'
years, with little service required. This bro- contain less than 0.5% phosphate, dis-
chure serves as a guide to maintaining the solved into two gallons of warm water.
aesthetic and protective properties of the NOTE: The use of detergents contain -
coating for the life of the metal building pan- ing greater than 0.59/6 phosphate is
els. It is important to read this brochure not recommended for use in general
thoroughly and completely before attempting cleaning of building panels. NEVER
to clean, touch-up or repaint factory finished BLEND CLEANSERS OR DETER -
building panels. GENTS WITH BLEACH.
IT IS THE USER'S OR HIS/HER AGENT'S
RESPONSIBILTY TO SELECT MATERI-
ALS AND IMPLEMENT PROCEDURES
SPECIFIC TO THE SAFE, PROPER AND
COMPLIANT 'USE OF CLEANING
AGENTS, PAINTS AND SOLVENTS MEN-
TIONED BELOW.
CLEANING PAINTED SURFACES
While factory -applied finishes for metal
building panels are so durable that they will
last many years longer than ordinary paints,
it is desirable to clean them thoroughly on a
routine basis. Apparent discoloration of the
paint may occur when it has been exposed
in dirt -laden atmospheres for long periods of
time. Slight chalking may also cause some
change in appearance in areas of strong
sunlight. A good cleaning will generally re-
store the appearance of these coatings and
render repainting unnecessary. An occa-
sional light cleaning will also help maintain
an aesthetically pleasing appearance. To
maintain the original finish of the metal build-
ing panels, the only regular maintenance
necessary is that of annual washing. Mild
solutions of biodegradable clean or house-
hold ammonia will aid in the removal of most
SUBJECT TO CHANGE WITHOUT NOTICE
2.) One cup of household ammonia dis-
solved into five gallons of water (room
temperature).
Working from the bottom to the top of the
metal building panels, the panels may be
washed with either solution. The use of a
well -soaked cloth, sponge, brush (with very
soft bristles), or a low-pressure spray
washer is advised. We do not recommend
the use of scouring powders or industrial
solvents, since these agents may damage
the film. Solvent -containing cleaners such as
Fantastic®, however, are very effective and
can be used without concern. If mildew or
other fungal growth is a problem and cannot
be removed as outlined above, household
bleach, mixed at a concentration of one cup
of bleach to five gallons of water, along with
one cup of a mild soap (e.g., Ivory) to aid
wetting, is recommended.
Once the building panel is washed,
thorough rinsing with clear water is
necessary to eliminate the possibility
of residue. Failure to remove all resi-
dues from these cleaning steps may
damage the film.
DATE: 05/01/05
Page 4
. .. r .
DMC i 55 55
DREXEL METALS CORPORA
3.) Exposed Metal and Rust
REPAINTING OF BUILDING PANELS
Exposed metal minimum surface prepara-
To repaint your factory -finished building pan- tion is Hand Tool Cleaning per SSPC-SP2'
els, great_care_must be taken to prepare the and use of a primer specifically designed -to
factory -applied surface and to carefully as- protect any exposed galvanized steel metal
sess the adhesion between this well- from corrosion.' Care must be taken, how -
prepared surface and the coating to be used ever, not to destroy the galvanized surface.
to repaint the building panels. Field painting Before priming the metal building panel, test
of Drexmet® finishes often requires special for adequate intercoat adhesion (see Sec -
considerations. Oil -based Alkyd house tion 2 of the Repainting section). Allow suffi-
paint must. not be. applied. over factory- dent time for the primer to dry before apply-
appGed :fihishes:' This entire*.sectiolt 'must: ' . , (ng'the topcoat:,For severely, rusted building . .
be carefully read :before .attempting: field .re=.'.'. .'--panels' the .recorriinehded.'. prepara0ori :
painting of buiWiri •
g.penots: f:' r::.:.r ".:•.'SSPGSP7.'.=. prushliff..Blast,•Cleaning:• .:..
Akzo .Nobel's .Water -Based Epoxy. Mainte:,
A. SURFACE PREPARATIOM nance Coat, or a 'maintenance primer de-
signed for use on hot -dipped galvanized
Any metal building panel surface to be re-
painted must be properly prepared to assure
the continued performance of the coating
system. The following five problem areas
must be addressed before the repainting
process can begin:
1.) Dirt and Mildew
Dirt, loose chalk and mildew must be re-
moved as recommended by the cleaning
method outlined in the section, "Cleaning
Painted Surfaces." Heavier dirt accumula-
tions, which must be addressed prior to re-
painting, may necessitate the use of a dilute
solution of Spic and Span® (1 cup into 5 gal-
lons of warm water). NOTE: Detergent con-
taining greater than 0.5% phosphate is
recommended only as a preparation prior
to repainting. Do not use such detergents
for routine cleaning. Always rinse the sur-
face thoroughly to remove any of the agents
used in the cleaning procedure. Residual
cleaners left on the surface will damage the
adhesion of the newly applied paint system.
2.) Surface Imperfections
Minor scratches, which have not left the
metal substrate exposed, can be lightly
sanded or buffed to create a smoother sur-
face. Care must be taken, however, not to
expose the substrate. Once this exposed
condition exists, the likelihood for rusting is
greatly increased. Should the metal sub-
strate be observed during this operation, see
the following paragraph.
TO CHANGE WITHOUT NOTICE
steel, is recommended to protect the metal
building panel from further rusting.
4.) Additional Surface Preparation Re-
quired for New Building Panels
There may still be a layer of factory -applied
wax on the surface of the building panel if it
has been installed within the last two years.
This material is used to protect the panels
during forming and transit, and failure to re-
move this material will result in poor inter -
coat adhesion With resultant peeling or flak-
ing of the new coating. To remove this wax,
it will be necessary to lightly scuff the sur-
face with a GRAY (not green) 3M Synthetic
Steel Wool pad (equivalent to "000" steel
wool) saturated with soapy water. A final
wipe should be done using clean water only,
to remove any loose dust or soapy film.
Once this procedure is completed, perform
the adhesion test in Appendix A to assure
that acceptable adhesion is evident. If poor
adhesion is still observed, repeat step #4. It
is Imperative, of course, that the factory fin-
ish itself not be removed during this process.
It is necessary to once again test the inter -
cost adhesion according to Appendix A. If
the test results still indicate poor intercoat
adhesion, DO NOT PROCEED! Contact
your metal building panel supplier immedi-
ately.
' Akzo Nobel's Water -Based Epoxy Maintenance Coat,
WA9C32800/GW9C32796 or equivalent primer specifi-
cally designed for adhesion to galvanized steel.
05/01/05
Page 5
R REPAINTING
1.) Paint
After the building panels have been properly
prepared, they must be coated within 24
hours. (See section D for coatings supplied by
Drexel Metals Corporation) As an alternative,
exterior acrylic latex DTM (direct to metal)
paint may be used. Oil -based A/lryd house
paint must not be applied over factory -
applied. finishes. Before repainting the build-
DREXEL METALS CORPORATION
dries. Use EXP5050, Reducing solvent for
clean-up.
WARNING: Enforce NO
SMOKING and remove all possible
sources of ignition when EXP5050, Reduc-
ing Solvent or CERAM-A-CRYL®II coating
are used.
C. ADDITIONAL PRECAUTIONS AND
OTHER RECOMMENDATIONS
ing' paneJs..howeveG:' jt -
is imperative, that the C RAM-A-CRYL@If" tbhtings contain' Petro
intercoat.adhesioq,be:.ascertaured.:.See.ahe.: '.:.aeum.dis4illates..INash tanils.thoroughlyafter.;
::. following sectiort.:..i.:::.:: : .:. use.' :Keep :.all :contairters'.away:.froni :heats. r.
sparks :and Flame: Use,'only with adequate. . .
2.)" Testing for Adequate Intercoat Adhe- ventilation. Avoid breathing ' CERAM-A-
sion
Only after the surface has been carefully pre-
pared and the intercoat adhesion between the
repaint material and the building panel is
known to be acceptable should you proceed in
repainting your building panels. Without suffi-
cient intercoat adhesion, delamination after
long-term exposure may be encountered. (See
Appendix A that describes a method to ascer-
tain the intercoat adhesion properties.) NOTE:
It is the sole responsibility of the person
doing the repainting to ascertain if accept-
able intercoat adhesion is being achieved.
Akzo Nobel Coatings Inc. is not responsi-
ble for any intercoat adhesion failure or
any other unsatisfactory condition result
from field coating application to factory
painted panels, either immediately or over
time.
3.) Minor Scratch Touch-up with Ceram-A-
Cryl®II.
Review section A for surface preparation re-
quirements before using Ceram-A-CryI® II to
touch-up minor defects.
Brush Application
CERAM-A-CRYL®II coatings are formulated
for fast drying and are not ideally suited for
brush application in large areas. However,
they can be used successfully for spot or
scratch touch-up repair and for small area
painting. Apply CERAM-A-CRYL®II, as sup-
plied, without reduction, as you would any
other brushable coating. Work quickly to
smooth out brush marks before the coating
CRYL®II vapor or mist and prolonged or re-
peated contact with skin.
Keep closures tight and containers upright to
prevent leakage. In case of spillage, absorb
and dispose of all materials in accordance
with applicable government regulations.
D. AKZO NOBEL REPAINT COATINGS
If you are considering repainting your
building, a family of premium coatings
has been developed by Akzo Nobel to as-
sure the long-term performance of your
metal structure.
CERAM-A-CRYL®II — Silicone -modified
Acrylic topcoat CERAM-CRYL®II is a
highly durable coating recommended for re-
painting non -corroded, weathered metal
building panels. The coating system is com-
prised of a Silicone -modified Acrylic coating,
intended for use as a one -coat or two -coat
material applied over factory prepainted pan-
els. Obtain a copy of the Ceram-A-Cry1011,
Silicone -modified Acrylic Repaint Finish
application guide for additional information.
Water -Based Epoxy Maintenance Coating
— WA9C32800 and GW9C32796. Two -
component primer/sealer designed for appli-
cation over prepainted and bare metal sub-
strates. Maintenance Coat is recommended
for sealing aged plastisal coatings, cut edge
corrosion, priming metal building roofs and
sidewalls. Intended to be topcoated with Akzo
Nobel CERAM-A-CRYL®II topcoats.
rO CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05 Page
DD MC 150 8S
DREXEL METALS CORPORATION
Obtain a copy of the Water -Based Epoxy
ISSPC-SP2— Hand Tool Cleaning
Maintenance Coating application guide for
Hand Tool Cleaning removes all loose mill scale, loose
additional information.
rust and other detrimental foreign matter. It Is not in-
tended that adherent mill scale, rust, and paint be re -
Gray Tiecoat — VAOC31630 and
moved by this process. Mill scale, rust and paint are
considered adherent if they cannot be removed by
UCOC31631. Designed to provide Optimum
lifting with a dull putty knife. Before hand tool cleaning,
adhesion to newly erected metal building
remove visible oil, grease, soluble welding residues.
panels. Gray Tiecoat is recommended for
and salts by the methods ougined In SSPC-SP1. For
metal building panels that have less than two
complete Instructions, refer to Steel Structures Paint
Council Surface Preparation Specification No. 2
years exposure to the environment. Intended
to be topcoated with Akzo Nobel CERAM-A-
III SSPCSPt -solvent cleaning
. CRYL@II topcoats. , Obtain a. copy. of .the
Solvent Cleaning is a method for removing all visible oil,
.. ..'...Gray Tiebdat application guide: for, additional' :
"grease, soil; drawing andcutting compounds, and other. :... . ...
•
... ..... ... ,'.'
.. ...
':..:
� soluble .contaminants: Solvent cleaning.does .noh.re-,
.. .... ..... .. ..... .. ... ..
....infoimatio.q. ..:..::
.. .move•rµstor.mill stele. Change rags slid gleaning;solu-.. •:: ... ...'...
..... .............. ... .. ..
. ,ion ¢egpen[]ysq'tfiaE deposits of oN and greas¢ are'ngt• •..: •
APPENDIXA'.
spread over additional areas in the .cleaning process. . . '
. . .. ..
Be sure to. allow. adequate ventilatlon. For complete
instructions, refer to Steel Structures Paint Council
EVALUATING INTERCOAT ADHESION
Surface Preparation Specification No. 1.
1.) After properly cleaning the surface to be
repainted, repaint a 4" x 4" area with the
repaint material according to the manu-
facturers instruction. Allow to dry com-
pletely before proceeding.
.2.) Use a utility knife to cut a two-inch "X"
into the repaint coating.
3.) Place a three-inch strip of Scotch® 610
tape over the'X" and rub 10 times with
heavy pressure leaving a half -inch of
tape free for removal.
4.) Pull the tape back over itself at a right
angle.
5.) Examine the tape and the building panel
for any signs of paint removal.
IF THE TAPE REMOVES MORE THAN
1/16" OF THE REPAINT MATERIAL FROM
THE "X" CUT, THE INTERCOAT ADHE-
SION IS INADEQUATE.
SUBJECT TO CHANGE WITHOUT
it SSPC-SP7 - Brush-off Blast Cleaning
A Brush -Off Blast Cleaned surface when examined
without magnification, shall be free of all visible oil,
grease, dirt, dust, loose mill scale, loose rust, and loose
paint Tightly adherent mill scale, rust, and paint may
remain on the surface. Mill scale, rust, and coating are
considered adherent if they cannot be removed by
lifting with a dull putty knife. Before blast cleaning, visi-
ble deposits of oil or grease shall be removed by any of
the methods specified in SSPGSP1 or other agreed
upon methods. For complete instructions, refer to Joint
Surface Preparation Standard SSPC-SP71NACE NO. 4.
EFFECTIVE DATE: 05/01/05
Page 7
OMMO 150 00
DREXEL METALS CORPORATION
HEM LENGTHS
A standing seam roofpanelexperiences changes in panel length with changes in panel temperature. One end of
the panel is fixed to the substrate while the other end is free to move. The panel end that is free to move requires
a hem that engages a cleat that is fixed to the substrate. The hem and cleat permit the panel end to move along
the plane of the roof while holding the panel flat.
The thermal movement also requires proper design of the hem and cleat. The length of the hem needed at the
end of a panel will vary with the temperature range that the panel experiences and the length of the panel. Unless
a more exact analysis.of the temperature during.installatiortcompared to the anticipated. temperature range is.
conductgd;: Use.the following.equatiprj atid, fhe'Tjaemial.Movemerit Table,:W hen installing.patiels,- besure toaeave„ ;
room at the, end of.ttie pane6Uiat.will,experience_movementfor the'"sta,'rtingiuhich is tFie:reguired'airspace :. •; ::
(X) between the panel and cleat. Be sure that'the hem is not tight against the cleat.(unless the panels are being
installed in the coldest temperatures the panel will experience). Also be sure that the lower edge of the hem w ll '
not contact any flashings when the panels contract.
rias1111.auaui
THERMAL MOVEMENT TABLE
PANEL AND SUBSTRATE MATERIALS
PANEL LENGTH (FT.)
10, 50' 100,
Steel on rigid insulation
1/8"
1/2"
7/8"
Steel on wood
1/16"
3/8"
5/8"
m
Steel on steel
1/16"
318"
5/8"
v O
Steel on concrete
1/16"
3/8"
1/2"
>
Aluminum on rigid insulation
3/16"
7/8"
1 9/16"
9
m m
Aluminum on wood
3/16"
11116"
13180
X D
Aluminum on steel
1B"
5/8"
1 3116"
Aluminum on concrete
1/8"
1 5/8"
1 1 114"
This table assumes a temperature change of 100°F for the panel and 50OF for the substrate.
TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05
DDmc 100 ss
DREXEL METALS
DMC 150 SS PANEL PROFILE
12" - 24'
1.5" MECHANICAL SEAM
DMC 150 Clig
N.T.S.
NOTICE EFFECTIVE DATE: 05/01/05 Page 9
PANEL END
SUBJECT TO CHANGE WITHOUT NOTICE
DREXEL METALS CORPORATION
DATE:
180' SEAM
N.T.S.
Page 10
Dmc 00 ss
DREXEL METALS
APPROVED SEALANT
BETWEEN SEAMS
ROOFTOPGUARD®
UNDERLAYMENT
EAVE TRIM
FASCIA TRIM
(OPTIONAL)
DREXEL METALS CORPORATIOI
EAVE DETAIL
w pgS`ON PANEL
NO -'
EX PANEL CLIPS W/
�NER1f (2) #10 x 1" PANCAKE
PLYWOOD SUBSTRATE
#10 x 1" PANCAKE
HEAD SCREWS ® 6" O.C.
TRIM BOARDS
SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE:
N.T.S.
Page 11
DDMC 150 SS
DREXEL METALS
EAVE W/ GUTTER DETAIL
PANEL CLIP W/
P\-LOWE�PP 5\0�:: '..:. HE)AD SCREWS _PANCAKE -
i �.,: ��a - � :. .'.., � � � .. •:':PANEL `. '
ROOFTOPGOARD®
UNDERLAYMENT
DREXEL METALS
APPROVED SEALANT
BETWEEN SEAMS
EAVE TRIM
GUTTER SYSTEM
SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE
SUBSTRATE
#10 x 1" PANCAKE
HEAD SCREWS 0 6" O.C.
SELF—SEALING FASTENER
#12 x 14" @ 18" O.C.
TRIM BOARD
FASCIA TRIM
(OPTIONAL)
N.T.S.
Page 12
DD MC 150 SS
DREXEL METALS CORPORATION
SIDEWALL FLASHING DETAIL
DREXEL METALS APPROVED SEALANT
ANCHOR
SCREWS SUFFICIENTLY —
LONG
ENOUGH @ 16" O.C.
A" X J" BUTYL TAPE —
COUNTER
FLASHING W/ REGLET
SIDEWALL TRIM
...........
FIELD
BEND` PANEL' 1 ""MIN:,
:Z: CLOS.URE —
#10
x 1" PANCAKE HEAD.'.--
SCREWS @ 4" O.C.
ROOFTOPGUARD®�
UNDERLAYMENT
NOTE:
MINIMUM LAP ON ALL
FLASHING IS 4". DREXEL
METALS APPROVED
SEALANT IN LAPS OF
ALL FLASHING
DREXEL METALS
,,-APPROVED SEALANT
SELF—SEALING —
FASTENER,
24" D.C.
X J" BUTYL TAPE —
SURFACE —MOUNT —
COUNTER FLASHING
PLYWOOD SUBSTRATE
?6" X J" BUTYL TAPE
L9=0 tj7
10 x 1" PANCAKE
HEAD SCREWS
" X J" BUTYL TAPE
DREXEL METALS
APPROVED SEALANT
/ 1 COUNTER FLASHING
OPTION 3
SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE:
N.T.S.
Page 13
DMC 150 DD
DREXEL METALS CORPORATION
HIP / RIDGE DETAIL
#10 X 1" PANCAKE
HEAD SCREWS @ 4" O.C.
A" X d"
BUTYL TAPE
PLYWOOD SUBSTRATE
NOTE:
MIN: LAP -ON ALL HIP AND RIDGE
CAP IS 4". DREXEL METALS
APPROVED SEALANT IN ALL LAPS
OF HIP AND RIDGE CAP.
ROOFTOPGUARD m
UNDERLAYMENT
PANEL CLIP W/
(2) #10 x 1" PANCAKE
HEAD SCREWS
PANEL
N.T.S.
SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05 Page
DREXEL METALS CORPORA
-1 HIGH -SIDE RIDGE DETAIL
PANEL
PANEL CLIP W/ \
(2) #10 X 1"�
PANCAKE HEAD i
SCREWS
ROOFTOPGUARD®--I
UNDERLAYMENT
PLYWOOD SUBSTRATE
S.S. POP RIVET,-
18" O.C.
#10 X 1" PANCAKE
HEAD SCREWS ® 4" O.C.
NOTE:
MIN. LAP ON HIGH SIDE RIDGE
CAP IS 4". DREXEL METALS
APPROVED SEALANT IN ALL LAPS
OF HIGH SIDE RIDGE CAP.
SUBJECT TO CHANGE
EFFECTIVE DATE: 05/01/05
— CAULK SEAMS VERT.
W/ DREXEL METALS
APPROVED SEALANT
Z CLOSURE
HIGH SIDE
RIDGE CAP .
N NEL
X
�- BUTYL TAPE
#10 X 1"
PANCAKE
HEAD SCREWS
8" O.C.
STARTER CLEAT
WALL SYSTEM
STRUCTURAL
N.T.S.
Page
Dmc 150 as
DREXEL METALS
VALLEY DETAIL
PLYWOOD
SUBSTRATE
NOTE:
LAPS IN VALLEY ARE 12" MIN.
DREXEL METALS APPROVED
SEALANT IN ALL LAPS IN VALLEY.
TWO ROWS OF SEALANT BETWEEN
VALLEY LAPS, 4" UP FROM LAP.
PANEL CLIPS W/
(2) #10 x 1" PANCAKE
HEAD SCREWS
r
OFFSET
CLEAT
:EL METALS
D SEALANT
VALLEY PAN
— #10 x 1" PANCAKE
HEAD SCREWS
4" O.C.
— BUTYL TAPE A" X
ROOFTOPGUARDa
UNDERLAYMENT
N.T.S.
CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05 Page 16
DD M C 150 SS
DREXEL METALS CORPORATION
VALLEY DETAIL
PLYWOOD
SUBSTRATE
NOTE:
LAPS IN VALLEY ARE 12" MIN. .
DREXEL METALS APPROVED
SEALANT IN ALL LAPS IN VALLEY.
TWO ROWS OF SEALANT BETWEEN
VALLEY LAPS, 4" UP FROM LAP.
SUBJECT TO CHANGE WITHOUT NOTICE
DREXEL METALS
APPROVED SEALANT
EFFECTIVE DATE: 05/01/05
#10 x 1" PANCAKE
HEAD SCREWS
S" O.C.
ROOFTOPGUARD®
UNDERLAYMENT
N.T.S.
Page 17
DREXEL METALS CORPORATION
HEADWALL DETAIL
DREXEL METALS
APPROVED SEALANT
COUNTER FLASHING"
X BUTYL TAPE
W/ REGLET
ANCHOR SCREWS
HEADWALL TRANSITION
SUFFICIENTLY LONG
. CAULK. SEAMS .VERTICALLY,
ENOUGH.
W/ :DR.EXEL. METALS ..:. ':' :'.':.
WALL...:
APPROVED: SE4I:ANT.:-fN-.'ALL-.::'::' .:. '.. :- -
::.:.
ROOFTOPGVA
FLASHING LAPS
..... ..:'.'.:
UNDERLAYMENT..
2-CLOSURE'
BOX END OF PANEL
PANEL CLIP W/
X g" BUTYL TAPE
(2) #10 X 1" PANCAKE
HEAD SCREWS
PLYWOOD SUBSTRATE
#10 X 1" PANCAKE
NOTE:
HEAD SCREWS 4" O.0
MIN. 4" LAP ON ALL
FLASHING DREXEL j°/
STRUCTURAL
METALS APPROVED ✓ ff:
SEALANT IN 'ALL
FLASHING LAPS.
i
DREXEL METALS
APPROVED SEALANT SIDING
SELF—SEALING �� 10 X 1" PANCAKE
TENER, 24" O.C. #
.. �..
HEAD SCREWS
X
BUTYL TAPE DREXEL METALS
APPROVED SEALANT
SURFACE —MOUNT
)UNTER FLASHING" X
BUTYL TAPE
OPTION 3
N.T.S.
NOTICE EFFECTIVE DATE: 05/01/05 Page 18
START
GABLE' FLASHING.
HEAD SCREWS
b 8" D.C.
END
DREXEL METALS CORPORATION
START / END GABLE DETAIL
GABLE FLASHING
S.S. POP RIVET O 18" O.C.
FIELD BEND PANEL 1" MIN.
Z CLOSURE
" X J" BUTYL TAPE
ROOFTOPGUARD
UNDERLAYMENT
PLYWOOD
SUBSTRATE
#10 X 1" PANCAKE HEAD
SCREWS @ 4" O.C.
NOTE:
4" MIN. LAP ON ALL GABLE TRIM.
DREXEL METALS APPROVED SEALANT
IN ALL LAPS OF GABLE TRIM.
SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE
S.S. POP RIVET @ 18" O.C.
Z CLOSURE
{ X:-"-.BUTYL-TAPE:
'RODFfOPG.UARD'®. "..:.:
'UNDERLAYMENT
PLYWOOD
SUBSTRATE
#10 X 1" PANCAKE HEAD
SCREWS @ 4" O.C.
/05
N.T.S.
Page 19
DD M C 150 SS
DREXEL METALS CORPORATIO
ROOF / FASCIA TRANSITION
OPTION 1
- - PANEL CLIP W/
(2) #10 X 1" PANCAKE
HEAD SCREWS
S.S. POP RIVETS
•�� TRANS17tON.::.:;
OPTION 2
-!\ ROOFTOPGUARD o
UNDERLAYMENT
1
DREXEL METALS
�u APPROVED SEALANT
ti t
PANEL � a %��' PLYWOOD SUBSTRATE
og-
P&L' EXPP 5ONRi
PANEL
DREXEL META
APPROVED SEALA
ROOFTOPGUARDo
UNDERLAYMENT
EAVE TRIM
PANEL —�
e 0 �,-
N.T.S.
PANEL CLIP W/
(2) #10 X 1" PANCAKE
HEAD SCREWS
r PLYWOOD SUBSTRATE
#10 X 1" PANCAKE
HEAD SCREWS ® 4" O.C.
— X BUTYL TAPE
DREXEL METALS
APPROVED SEALANT
Z-CLOSURE W/ KICK
N.T.S
SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05 Page
Dmc 150 88
DREXEL METALS CORPORATION
ROOF TRANSITION
PANEL
FFSET
........:. OC.LEAT
``'DREXE'L,tv4ETALS,:
:' .:.'APPROVED:: SEALANT:
TRANSITION TRIM
BAULK SEAMS VERT.
W/ DREXEL METALS
APPROVED SEALANT
A..Xr
BUTYL TAPE
#10 X 1" PANCAKE
HEAD SCREWS
4" O.C.
#10 X 1" PANCAKE
HEAD SCREWS O 6" O.C.
k
�v%�BUTYL TAPE 1j" X �"
#10 x 1" PANCAKE
HEAD SCREWS
0 ' 4" O.C.
ROOFTOPGUARD®
UNDERLAYMENT
PLYWOOD SUBSTRATE
SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05
N.T.S.
Page 21
r
DDMC 100 S0
DREXEL METALS CORPORATION
VENT PIPE FLASHING DETAIL
(8X) STITCH SCREW i i A" X J" BUTYL TAPE
AROUND BOOT PANEL
'— ROOFTOPGUARDa
UNDERLAYMENT
PLYWOOD SUBSTRATE
UL-90 PANEL CLIP W/
(2) #10 X 1" PANCAKE
HEAD SCREWS
N.T.S.
SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05 Page 22
DDmc 150 ss
DREXEL METALS CORPORATION
EXPANSION JOINT DETAIL
X: .:TAPE :....:::.....:':.....:: ... ...
�BUTfL � EXPANSION J41NT
S`.S. POP RIVET
0 12" O.C.
SELF—SEALING
FASTENER 0 24" O.C.
PANEL
UL-90 PANEL CLIP W/
(2) #10 X 1" PANCAKE HEAD SCREWS JOINT BARRIER
NOTE:
4" MIN. LAP ON EXPANSION
JOINT CAP. DREXEL METALS
APPROVED SEALANT IN ALL
EXPANSION JOINT CAP LAPS.
SUBJECT TO CHANGE WITHOUT NOTICE
#10 X 1 PANCAKE
HEAD SCREWS 0 4" O.C.
FROOFTOPGUARD®
UNDERLAYMENT
24 GA. CLEAT
SUBSTRATE
05/01/05
N.T.S.
Page 23
DDmc
DREXEL METALS CORPORATION
CURB DETAIL
TRIPLE BEAD
BUTYL TAPE
SECTION "A -A"
ROOF CURB
TRIPLE BEAD
BUTYL TAPE
CURB
aC
4" MIN LAP
STITCH SCREW
(6 PER PANEL)
LINEOF
B.
CUR
�— TRIPLE BEAD
BUTYL TAPE
INSTALL A GENEROUS
BEAD OF DREXEL METALS
APPROVED SEALANT
CAP STRIP
ROOF PANEL
SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05 Page 24
r
FORM 60OA-2001
4
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Address: Permitting Office:
City, State: Permit Number.
Owner. CLASSIC COOLING Jurisdiction Number. 611000
Climate Zone: Central
1. New construction or existing
New _
2. Single family or multi -family
Single family _
3. Number of units, if multi -family
I _
4. Number of Bedrooms
4 _
5. Is this a worst case?
No _
6. Conditioned floor area (ft')
3681 fF
7. Glass area & type
Single Pane Double Pane _
a. Clear glass, default U-factor
0.0 ft2 0.0 ft' _
b. Default tint
678.0 ft' 0.0 ft' -
c. Labeled U or SHGC
0.0 ft' 0.0 ft'
8. Floor types
_
a. Slab -On -Grade Edge Lrsulation
R=0.0, 263.0(p) ft _
b. NIA
c. NIA
9. Wall types
a. Frame, Wood, Exterior
R=19.0, 947.0 ft'
b. Frame, Wood, Adjacent
R=11.0, 286.0 ft' _
c. Concrete, Int Insul, Exterior
R=4.1, 2166.0 ft' _
d. NIA
_
e. N/A
10. Ceiling types
_
a. Under Attic
R=30.0, 2924.0 ft'
b. N/A
_
c. N/A
11. Ducts
_
tea. Sup: Unc. Ret: Unc. AH: Interior
Sup. R=6.0, 250.0 ft' _
b. 2 Others
300.0 ft
12. Cooling systems
a. Central Unit
Cap: 59.0 kBtu/hr _
SEER:I2.00 _
b. Central Unit
Cap: 18.0 kBtu/hr _
c. Central Unit FILM
C�r 'CapS18.0kBtu/hr _
SEER:12.00 _
13. Heating systems
a. Electric Heat Pump
Cap: 59.0 kBtu/hr _
HSPF:8.00
b. Electric Heat Pump
Cap: 18.0 kBtu/hr _
HSPF:6.90 _
c. Electric Heat Pump
Cap: 18.0 kBtulhr
HSPF: 6.96 _
14. Hot water systems
'
a. Electric Resistance
Cap: 80.0 gallons__
EF: 0.88 _
b. N/A
_
c. Conservation credits
(HR-Heat recovery, Solar
, C.
DHP-Dedicated heat pump)
15. HVAC credits
_
(CF-Ceiling fan, CV -Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
MZ-C-Multizone cooling,
MZ-H-Mullizone heating)
Glass/Floor Area: 0.18 Total as -built points: 47964 PASS
Total base points: 48668
I hereby certify that the plans and
by this calculation are in cc
Energy Code.
PREPARED BY:
DATE:
I hereby certify that this building, asdesigned, is in
compliance with the Florida
OWNERI'AGENT: - r y oc .
N^
DATE: Fi o
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code,
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
EnergyGauge® (Version: FLR2PB v3.30)
FORM 60OA-2001
4
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:. , . PERMIT #:
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X BSPM = Points
Overhang
Floor Area
Type/SC
Omt
Len
Hgt
Area X SPM X SOF = Points
.18 3681.0 26.78
17081.3
Single, Tint .
E
2.0
11.0
80.0
53.27
0.96
4102.7
Single, Tint
SE
2.0
11.0
40.0
50.80
0.95
1939.6
Single, Tint
NE
2.0
11.0
40.0
38.88
0.96
1500.7
Single, Tint
E
10.0
17.0
72.0
53.27
D.68
2618.8
Single, Tint
E
2.0
9.0
72.0
53.27
0.94
3587.3
Single, Tint
S
2.0
5.6
8.0
39.84
0.75
239.5
Single, Tint
S
2.0
7.0
32.0
39.84
0.84
1086.7
.
Single, Tint
W
2.0
6.0
32.0
47.90
0.85
1308.8
Single, Tint
W
13.0
9.0
96.0
47.90
0.47
2166.1
Single, Tint
N
2.0
5.0
16.0
24.46
0.88
342.6
Single, Tint
NE
2.0
5.0
16.0
38.88
0.82
510.8
Single, Tint
E
2.0
6.0
32.0
53.27
0.85
1457.2
Single, Tint
SE
2.0
4.0
6.0
50.80
0.68
207.9
'Single, Tint
E
8.0
6.0
32.0
53.27
0.46
790.5
Single, Tint
E
6.0
9.0
48.0
63.27
0.64
1645.1
Single, Tint
N
2.0
7.0
38.0
24.46
0.92
859.0
Single, Tint
W
2.0
4.0
18.0
47.9D
0.74
637.0
As -Built Total:
678.0
24980.3
WALL TYPES Area X
BSPM
= Points
Type
R-Value Area
X SPM =
'Points
Adjacent 286.0
0.70
200.2
Frame, Wood, Exterior
19.0
947.0
1.00
947.0
.Exterior 3113.0
1.90
5914.7
Frame, Wood, Adjacent
11.0
286.0
0.70
200.2
Concrete, Int Insul, Exterior
4.1
2166.0
1.18
2655.9
Base Total: 3399.0
6114.9
As -Built Total:
3399.0
3703.1
DOOR TYPES Area X
BSPM = Points
Type
Area
X SPM =
Points
Adjacent 24.0
1.60
38.4
Adjacent Insulated
24.0
1.60
38.4
Extedoi 0.0
0.00
0.0
Base Total: 24.0
38A
As•BuiltTotal:
24.0
38A
CEILING TYPES Area X BSPM
= Points
Type
R-Value
Area X SPM X SCM =
Points
Under Attic 2924.0
2.13
6228.1
lUnderAffic
30.0
2924.0 2.13X1.00
6228.1
Base Total: 2924.0
6228.1
As -Built Total:
2924.0
6228.1
EnergyGauge® DCA Form 60DA-2001 EnergyGauge®/ResFREE'2001 FLR2PB v3.30
4
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:... PERMIT*
BASE
AS -BUILT
FLOOR TYPES
Area X BSPM= Points
Type
R Value Area
X SPM
= Points
Slab
263.0(p) -31.8
-8363.4
Slab -On -Grade Edge Insulation 0.0 263.0(p
-31.90
-8389.7
Raised
0.0 0.00
0.0
Base Total:
-8363A
As -Built Total:
263.0
.8389.7
INFILTRATION
Area X BSPM = Points
Area X SPM"
= Points
3681.0 14.31
52675.1
3681.0
14.31
52675.1
Summer Base Points:
73774.4
Summer As -Built Points:
79235.4
Total Summer
X System =
Cooling
Total X
Cap
X Duct X System X
Credit
= Cooling
Points
Multiplier
Points
Component
Ratio
Multiplier Multiplier
Multiplier
Points
(DM x DSM x AHU)
79236.4
0.621
(1.087 x 1.150 x 0.90) 0.284
1.000
16685.7
79235.4
0.189
(1.087 x 1.150 x 1.10) 0.284
1.000
5090.6
•
_
79235.4
0.189
(1.087 x 1.150 x 0.90) 0.284
1.000
5090.6
73774.4
0.4266
31472.2
79235.4
1.00
1.193 0.284
1.000
26866.8
EnergyGaugeTM DCA Form 600A-2001 EnergyGauge4D/ResFREE'2001 FLR2PB v3.30
�a
FORM 600A-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: II I PERMIT#: I
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X BWPM = ,Points
Overhang
Floor Area
Type/SC
Ornt
Len
Hgt
Area X WPM X WOF = Point,
.18 3681.0 5.86 3882.7
Single, Tint
E
2.0
11.0
80.0
13.04
1.01
1053.1
Single, Tint
SE
2.0
11.0
40.0
11.49
1.03
471.0
Single, Tint
NE
2.0
11.0
40.0
15.07
1.00
603.1
Single, Tint
E
10.0
17.0
72.0
13.04
1.08
1013.1
Single, Tint
E
2.0
9.0
72.0
13.04
1.01
952A
Single, Tint
S
2.0
5.0
8.0
10.88
1.18
103.1
Single, Tint
S
2.0
7.0
32.0
10.88
1.08
374.5
Single, Tint
W
2.0
6.0
32.0
13.80
1.02
450.9
Single, Tint
W
13.0
9.0
96.0
13.80
1.10
1457.7
Single, Tint
N
2.0
5.0
16.0
15.38
0.99
244.8
Single, Tint
NE
2.0
5.0
16.0
15.07
1.00
241.3
Single, Tint
E
2.0
6.6
32.0
13.04
1.03
429.8
Single, Tint
SE
2.0
4.0
6.0
11.49
1.19
81.7
Single, Tint
E
8.0
6.0
32.0
13.04
1.22
507.1
Single, Tint
E
6.0
9.0
48.0
13.04
1.10
686.0
Single, Tint
N
2.0
7.0
38.0.
15.38
1.00
582.2
Single, Tint
W
2.0
4.0
18.0
13.80
1.04
259.2
As -Built Total:
678.0
9511.1
WALL TYPES
Area X BWPM = Points
Type
R-Value
Area X WPM =
Points
Adjacent
286.0 1.80 514.8
Frame, Wood,. Exterior
19.0
947.0
1.10
1041.7
Extedo�
3113.0 2.00 6226.0
Frame, Wood, Adjacent
11.0
286.0
1.80
514.8
Concrete, Int Insul, Exterior
4.1
2166.0
3.31
7158.6
Base Total:
3399.0 6740.8
As -Built Total:
3399.0
8716.1
DOOR
TYPES
Area X BWPM = Points
Type
Area
X WPM =
Points
Adjacenrt
24.0 4.00 96.0
Adjacent Insulated
24.0
4.00
96.0
Exteriok
0.0 0.00 0.0
Base Total:
24.0 - 96.0
As -Built Total:
24.0
96.0
CEILING
TYPES Area X BWPM = Points
Type
R Value Area X WPM X WCM =
Points
Under Attic
2924.0 0.64 1871.4
Under Attic
30.0
2924.0
0.64X1.00
1871.4
Base Total:
2924.0 1871.4
As -Built Total:
2924.0
1871A
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/ResFREe2001 FI_R2PB v3.30
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:,,;
PERMIT #:
BASE AS -BUILT
FLOOR TYPES Area X BWPM =Points Type
R Value Area X WPM = Points
Slab 263.0(p) -1.9 -499.7 Slab -On -Grade Ede Insulation
Raised' 9 0.0 263.0(p 2.50 657.; 0.0 0.00 0.0
INFILTRATION Area X BWPM = Points
Area X WPM = Points
3681.0
-0.28-1030.7
Winter Base Points:
11060.5
3681.0
Winter As -Built Points:
-0.28
-1030.7
Total Winter X System
Points
= Heating
Total X
Cap
X Duct X System X
Credit
19820.5
Multiplier
Points
Component
Ratio
Multiplier Multiplier
Multiplier
= Heating
Points
(DM x DSM x AHU)
19820.6
0.621
(1.078 x 1.160 x 0.92) 0.427
1.000
6381.9
19820.5
0.189
,(1.078 x 1.160 x 1.11) OA95
1.000
2257.4
11060.6 0.6274
69394
..5
19820.5
19820
0189
11 00
(1071 215 x o.9z)0
�
450
1495
000
10840.8
EnergyGaugeTM DCA Form 60OA-2001
EnergyGsuge®/ResFREE'2001 FLR2PB J3.30
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE
AS -BUILT
WATER HEATING
Number of X Multiplier
= Total
Tank EF
Number of X Tank X Multiplier X
Credit .= Total
Bedrooms
Volume
Bedrooms Ratio
Multiplier
4 2664.60
16256.0
66.6 6.66
4 1.00 2564.00
1.00 10256.0
As -Built Total:
10266.0
CODE
COMPLIANCE STATUS
BASE
AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
= Total
Points
Cooling + Heating + Hot Water = Total
Points Points Points Points
31472 6939
10256
48668
26867 10841 10266 47964
FFPASS
EnergyGauge1p° DCA Forth 60OA-2001 EnergyGauge@1ResFREE'2001 FLR2P8 v3.30
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 83.7
The higher the score, the more efficient the home.
CLASSIC COOLING, , , ,
1.
New construction or existing
New _
12. Cooling systems
2.
Single family or multi -family
Single family _
a. Central Unit
3.
Number of units, if multi -family
I _
4.
Number of Bedrooms
4 _
b. Central Unit
5:
Is this a worst case?
No _
6.
Conditioned floor area
3681 it'
c. Central Unit
7.
Glass area & type
Single Pane Double Pane -
a. Clear - single pane
0.0 ft' 0.0 ft2 _
13. Heating systems
b. Clear - double pane
678.0 ft' 0.0 ft' _
a. Electric Heat Pump
c. Tintlother SHGC - single pane
0.0 ftz 0.0 ft' _
d. Tint/other SHGC - double pane
b. Electric Heat Pump
8.
Floortypes
a. Slab -On -Grade Edge Insulation
R=0.0, 263.0(p) It _
c. Electric Heat Pump
b. N/A
_
c. N/A
14. Hotwatersystems
9.
Wall types
_
a. Electric Resistance'
a. Frame, Wood, Exterior
R=19.0, 947.0 ft'
b. Frame, Wood, Adjacent
R=11.0, 296.0 ft' _
b. N/A
c. Concrete, Int Insul, Exterior
R= 4.1, 2166.0 IF _
d. N/A
_
a Conservation credits
e. N/A
(HR-Heat recovery, Solar
10. Ceiling types
_
DHP-Dedicated heat pump)
a. Under Attic
R=30.0, 2924.0 ft' _
15. HVAC credits
.
b. N/A
_
(CF-Ceiling fan, CV -Cross ventilation,
c. N/A
HF-Whole house fan,
11.
Ducts
_
PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Interior
Sup. R=6.0, 250.0 ft' _
MZ-C-Multiwne cooling,
b. 2 Others
300.0 ft
MZ-H-Multiwne heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before fatal inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code complianj features.
y Builder Signature: r _ /s.Ir Date: �0
Address of New Home: �� D%J� j, -�'ta� City/FL Zip: 712,,y,,i rfk9'1
2 QP3}`%s/
`NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarn'designation),
your home may qualms for energy efficiency mortgage (EEM incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf. edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
EnergyGaugeO (Version: FLR2PB v3.30)
Cap: 59.0 kBtu/hr
SEER:12.00 _
Cap: 18.0 kBtu/hr _
SEER:12.00 _
Cap: 18.0 kBtu/hr _
SEER: 12.00
Cap: 59.0 kBtu/hr _
HSPF:8.00 _
Cap: 18.0 kBtu/br _
HSPF: 6.90 _
Cap: 18.0 kBtu/hr _
HSPF: 6.90
Cap: 80.0 gallons _
EF: 0.88
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , r r PERMIT #:
GA-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
CHECK
Exterior Windows & Doors
606.1.ABC.1.1
Maximum:.3 cfmis .ft. window area; .5 cfrrl/s .ft. door area.
Exterior & Adjacent Walls
606.1.ABC.1.2.1
Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is Installed that extends
from and is sealed to, the foundation to the top plate.
Floors
606.1.ABC.1.2.2
Penetrations/openings >1/6" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier Is installed that Is sealed
to the oeririieter, -erietfations and seems.
Ceilings
606.1.ABC.1.2.3=
Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous Infiltration barrier is
installed that Is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures
606.1.ABC.1.2.4
Type IC rated with no penetrations, sealed; or Type IC or non4C rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfrn from
conditioned space, tested.
Multi -story Houses
606.1.ABC.1.2.5
Air barrier on perimeter of floor cavity between floors.
Additional Infiltration regts
606.1 ABC.1.3
Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
CA 79 f%TYCD DDCCCDIDTI\/C MCACI IDCC rmuc} 6a moo nr avraarlad by nll racidanepQ 1
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Water Heaters
612.1
Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat traprequired.
Swimming Pools & Spas
612.1
Spas & heated pools must have covers (except solar heated). Non-eommerclal pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficient of 78%.
Shower heads
612.1
Water flow must be restricted to no more than 2.5 9BIlDns per minute at 80 PSIG.
Air Distribution Systems
610.1
All ducts, finings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls
607.1
Se arate readily accessible manual or automatic thermostat for each system.
Insulation
604.1, 602.1
Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR2PB v3.30
Pro ect Summand Job: CLASSIC COOLING
• J Date: 6/2412005
o UNIT ONE By: WG
0 S. E. RESIDENCE
WWW ENTERPRISES & SON INC, FT. PIERCE, FL 34945 Phone: 772-465-9373 Fax: 772-465.7732
•Project• •
For:
Notes:
S.E. RESIDENCE
12075 s INDIANRIVER DR., FT. PIERCE, FL
- FILE COPY
Design
Information
Weather:
Fort Pierce, FL, US
Winter Design Conditions
Summer Design Conditions
Outside db 42 OF
Outside db
90
OF
Inside db 70 OF
Inside db
75
OF
Design TD 28 OF
Design TO
15
OF
Daily range
Relative humidity
Moisture difference
L
' 50
61
%
gr/lb
Heating Summary
Building heat loss
37397
Btuh
Ventilation air
73
cfm
Ventilation air loss
2239
Btuh
Design heat load
39636
Btuh
Infiltration
Method
Simplified
Construction quality
Average
Fireplaces
0
Area (ft')
Volume (ft')
Air changes/hour
Equiv. AVF (cfm)
Heating Coolina
2226 2226
24772 24772
0.339 0.17
Heating Equipment Summary
Make Trane
Trade NE. XE 1200 ` aathertron
TWP060D3
Efficiency
8.3 HSPF
Heating input
Heating output
55500
Btuh @ 470F
beating temp rise
0
OF
Actual heating fan
0
cfm
Heating air flow factor
0.000
cfm/Btuh
Space thermostat
Sensible Cooling Equipment Load Sizing
Structure
41842
Btuh
Ventilation
1200
Btuh
Design temperature swing
3.0
OF
Use mfg. data
Rate/swing multiplier
1.06
Total Sens. equip. load
43041
Btuh.
Latent Cooling Equipment Load Sizing
Internal gains
400
Stuh
Ventilation
3040
Btuh
Infiltration
2997
Btuh
Total latent equip. load
7237
Btuh
Total equipment load
50278
Btuh
P.eq. total capacity at 0.73 SHR
4.9
ton
Cooling Equipment Summary
Make Trane
Trade NE XE 1200 `J6'eathel.ron
TWP06bD3
TWEOo0F13.
Efficiency
12.4 SEER
Sensible cooling
43100
Btuh
Latent cooling
15901
Btuh
Total cooling
59000
Btuh
Actual cooling fan
1800
cfm
Cooling an �16 facto,
0.043
cf.vStuh
Load sensible haat ratio 86
BaWfago values have been manually overNtltlen
Printout certified by ACCA to meet a(. requirements of manual J 801 Ed.
wnghtsoft Right -Suite Residential J85.8.17 RSR27995 2005-Sep-30D818:11)
/1C�h C:thlyD=mentslWdghtsoftHVAC1SERESIDENCE-CLASSIC.np Calc-MJ8 Orentalion-E Page
2
Right -A Worksheet
UNIT ONE
S. E. RESIDENCE
W WW ENTERPRISES & SON INC. FT, PIERCE, FL 34945 Phone: 772465-9373 Fax: 772-465-7732
Job: CLASSIC COOLING
Date: 5/24/2006
By: WG
1
Room name
UNIT ONE
BEDRM 4
2
Exposed wall
188.1 If
33.0 If
3
Ceiling height
11.1 It p
10.0 ft heat/cool
4
Room dimensions
1.0 x 230.0 ft
5
Room area
2226.0 ft'
230.0 ft'
Ty
Construction
U-value
Or
HTM
Area (112)
Load
Area (ft')
Load
number
(StuN@%°F)
(Btuhtft-)
or perimeter (ft)
(Btuh)
or perimeter (B)
(Btuh)
Heat
Cool
Gross
WP/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
W
12E-Osw
0.068
n
1.90
1.05
0
0
0
0
0
0
0
0
t-G
IA-hiob
1.080
n
30.24
31,75
0
D
0
0
0
D
0
0
13A4ocs
0.143
It
AIM
2.00
264
264
1057
529
20
20
80
40
1A-hlob
1.080
n
30.24
31.75
0
0
0
0
0
0
0
0
11
W
13A4ocs
0,143
ne
4.00
1.07
99
60
240
64
0
0
0
0
IA-hiob
1.080
ne
30.24
55.70
39
0
1184
2181
0
0
0
0
1A-h1ob
LOBO
ne
30.24
55.46
0
0
0
0
0
0
0
0
W
12E-Osw
0.008
a
1.90
0.66
0
0
0
0
0
0
0
0
10A-b
0.970
a
27.16
54.76
0
0
0
0
0
D
D
0
Li
1A-hlomd
1.270
a
35.56
84.60
0
0
0
0
0
0
0
0
1A-hlob
1.030
a
30.24
82.04
0
0
0
0
0
0
0
0
W
13A4om
0.143
a
4.00
1.27
586
371
1485
472
0
0
0
0
1OA-b
0.970
a
27.16
57.29
- 72
39
1956
2732
0
0
0
0
IA-htob
1.050
a
30.24
74.13
BO
5
2419
5674
0
0
0
D
1A-hlob
1.080
a
30.24
91.15
0
0
0
0
0
0
0
0
to-hlob
4.08D
a
30.24
77.48
63
6
1905
4599
0
0
0
0
1�y
12E-Osw
0,068
se
1.00
1.05
0
0
0
0
0
0
0
0
�-G
1B-c1fm
1.13D
se
31,54
102,69
0
0
0
0
0
0
0
0
W
L-G
13A-4ocs
1A-hlob
0.143
1.080
se
se
4.00
30.24
1.90
65A7
99
39
60
11
240
1184
114
2138
0
0
0
0
0
0
0
0
W
12E-Osw
0.068
s
1.90
0.78
0
0
0
0
0
0
0
0
W
13A4ocs
0A43
s
4.00
1.36
632
- 592
2371
805
170
138
553
188
1A-hlob
1.080
S
30,24
46.40
8
3
242
254
0
0
0
0
1A-hlob
1.080
s
30.24
46.40
32
32
902
1010
32
32
962
1010
W
12B-Osw
0.097
s
2.72
2.35
50
50
136
117
0
0
0
0
W
L-G
12E-Osw
to-hiob
0.068
1.080
w
w
1.90
30.24
1.99
90.32
0
0
-0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A4oes
0.143
w
4.00
3.52
255
127
509
447
0
0
0
0
'A-hiob
1.080
w
30.24
90.32
0
D
0
0
0
0
0
0
to-clobd
1.080
w
30.24
109.06
96
96
2903
3138
0
0
0
0
IA-htob
1.080
w
$0.24
90,32
32
4
962
2640
0
0
0
0
W
12B-Osw
0.097
w
272
4,70
220
196
532
922
140
140
380
659
L-D
11NO
0.350
w
9.60
19.95
24
24
235
479
0
0
0
0
C
16B-30ad
0.032
-
0.9D
1.68
1863
1803
1069
3129
230
230
206
386
F
22A-tph
1.358
-
38.02
0.00
2226
188
7152
0
230
33
1255
0
Envelope l9ss/gain
29343
31446
3436
2282
12
a) Infiltration
4967
1183
743
177
b) Ventilations
0
0
0
0
13
Internal gains: Occupants @ 230
2
460
1
230
Appliances @ 1200
2
2400
0
0
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
-0
0
7
14
14
Subtotal
34309
3548814187
2703
1151
Duct loads
9%
18%
3088
6354
9%
. IS -AI
377
484
Total mom load
37307
41842
4564
3187
Air required (cm)
0
1800
0
137
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
wrsghtsoft Right -Suite Residential J85.6.17RSR27995 2005-Sep-3008:18:00
AMA C:1My DocumentslWrightsoft HVAC1SE RESIDENCE-CLASSIC.mp Cale -MJ8 Orientation -E Page
I
Right -A Worksheet
UNIT ONE
S. E. RESIDENCE
W W W ENTERPRISES & SON INC, FT. PIERCE, FL 3490 Phone: 772465.9373 Fez: 772d85-7732
Job: CLASSIC COOLING
Date: 512412005
By: WG
1
Room name
BATH 3
BEDRM 3
2
Exposed wall
15.0 it
35.0 it
' 3
Ceiling height
10.0 it heat/cool
12.0 It heaUcool
4
Room dimensions
16.0 x 7.0 1t
18,0 x 14.0 ft
5
Room area
112.0 ft'
252.0 W
Ty
Construction
U-value
Or
HTM
Area (III
Load
Area (ftj
Load
number
(Btuh/ft"F)
(Btuh/ftj
or perimeter (ft)
(8Wh)
or perimeter (ft)
(Btuh)
Heat
Cod
Gross
N/P/S
Heat
Cool
Gross
N/PIS
Heat
Cool
6
12E-Osw
0.068
n
1.90
1.05
0
0
0
0
0
0
0
0
I-C
1A-hiob
1.080
n
30.24
31.75
0
0
0
0
0
0
0
0
t13A4ocs
0.143
In
4.00
2,00
0
0
0
0
36
36
144
72
-C
1A-hiob
1.080
n
30.24
31.75
0
0
0
0
0
0
0
0
11
W
13A4ocs
0.143
ne
4.00
1.07
0
0
0
0
0
0
0
0
1A-htob
1.080
ne
30.24
55.70
0
0
0
0
0
0
0
0
IA-htob
1.080
ne
30.24
55.46
0
0
0
0
0
0
0
0
12E-Osw
0.068
a
1.90
0.66
0
0
0
0
0
0
0
0
1OA-b
0.970
a
27.16
54.76
0
0
0
0
0
0
0
0
r•
to-hlobd
1.080
a
30.24
82.04
0
0
0
0
0
0
0
0
13A-400a
0.143
a
4.00
1.27
80
80
320
102
216
153
613
195
OA-b
tA-hl
0 0
a
27
.24
67.13
0
0
0
0
0
0
0
0
D
1.97
.080
a
30.16
74.29
0
0
0
0
0
0
0
0
- G
IA-hlob
1.080
a
30.24
91.15
0
0
0
0
0
0
0
0
--("
1A-h10D
1.080
a
30.24
77.48
0
0
0
0
63
6
1905
4599
1M
12E-0sw
0.068
Be
1.90
1.06
0
0
0
0
0
0
0
0
�--G
iB-oltm
1.130
Be
31.64
102,89
0
0
0
0
0
0
0
0
WI--G
1 hlob
1080
Be
3024
65A77
0
0
0
0
0
0
0
0
W
W�13A4ocs
12E-usw
0.053
0.143
s
s
1.90
4.00
0.75
16I
0
70
0
82
0
248
0
84
0
168
0
Ise
0
673
0
228
1A-h1ob
1.080
s
3024
4640
8
6
242
254
0
0
0
0
w
IA-hiob
LOBO
5
30.24
46.40
0
0
0
D
D
0
0
0
W
12B-0sw
OC97
s
2.72
2.35
0
0
0
0
0
0
0
0
W
(_--G
12E-Osw
to-hiob
0.068
1.080
w
w
1 ,90
30.24
1.99
90.32
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Y}1
)��-{(G''
13A-4ucs
13A-40b
0.143
1.080
w
w
0.24
34.24
3.52
90.32
0
0
0
0
'9
0
0
0
0
0
0
0
0
0
0
0
IA-clobd
1.000
w
3024
109.06
0
0
0
0
0
0
0
0
1A-hlob
1.080
w
30.24
90.32
0
0
0
0
0
0
0
0
NI
I-D
12B-0sw
IINO
0.097
0.360
w
w
2.72
9.80
4.70
19.95
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C
1613-30ad
0.032
-
0.90.
1.68
112
112
100
188
252
252
228
423
F
22A-tph
1.358
-
38,02
0.00
112
16
670
0
262
35
1331
0
Envelope loss/gain
1481
628
4891
5517
12
a) Infiltration
338
80
946
225
b) Ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
1
230
Appliances @ 1200
0
0
0
0
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
13
24
18
34
14
Subtotal
1832
733
5355
6007
15
Dud loads
9%
18%
165
131
9%
18%
527
1076
Total room load
1997
864
6382
7082
Air required(cfm)
0
37
D
305
Printout certified by ACCA to meet all
wrtg F'1L50fC Right -Suite Residential A 5.8.17 RSR27995
ACCA C:WyDocuments%Wdghtsoft HVAC\SERESIDENCE-CLASSIC.np Cale -MA Orientatlon=E
of Manual J 8th Ed.
2005-Sep-30 08:18:00
Page 10
Right-A Worksheet
UNIT ONE
S. E. RESIDENCE
WWW ENTERPRISES & SON INC. FT. PIERCE, FL 34945 Phone: 772465-9373 Fax: 772465-7732
Job: CLASSIC COOLING
Date: 5/24/2005
By: WG
1
Room name
FOYER
FOR
2
Exposed wall
8.0 It
0.0 It
3
Ceiling height
17.0 It heat/cool
10.0 It heat/cool
4
Room dimensions
8.0 x 11.1) ft
1.0 x 37.6 R
5
Room area
88.0 rye
37.5 ft'
Ty
Construction
U-value
Or
H7M
Area (1t')
Load
Area (M
Load
number
(Btuhlft? °F)
(Btuhm
or perimeter (ft)
(Btuh)
or perimeter (R)
(Btuh)
Heat
Cool
Gross
N/PfS
Heat
Cool
Gross
N/P!S
Heat
Cool
6
W
I---G
12E-Osw
0.068
n
1.90
1.05
0
0
0
0
0
0
0
0
1A-h1Db
1.080
n
30.24
31.75
0
0
0
0
D
0
0
0
13A-4ocs
0.143
n
4.00
2.00
0
0
0
0
0
0
0
0
1A-hlob
1.080
n
30.24
31.75
0
0
0
0
0
0
0
0
11
W
13A-4ocs
0.143
ne
400
1.07
0
0
0
0
0
0
0
0
to-hiob
1.080
no
30.24
55.70
0
0
0
0
0
0
0
0
IA-hlob
1.080
ne
30.24
55.46
0
0
0
0
0
0
0
0
wI
12E-Dsw
0.058
a
1.9D
0.66
0
0
0
0
0
0
0.
0
10A-b
0.970
a
27.16
54.76
0
0
0
0
0
0
0-
0
1A-h1omd
1.270
a
35.56
84.60
0
0
0
0
0
0
0
0
I�_tG
IA-htob
1.080
a
30.24
82.04
0
0
0
0
0
0
0
0
W
13A-40cs
0.143
a
4.0D
1.27
136
64
256
81
0
0
0
0
1OA-b
0,970
a
27.16
57.29
72
39
1950
2732
0
0
0
0
IA-htob
1.080
a
30.24
74.13
0
0
0
0
0
0
0
0
1A.hlob
1.080
a
30.24
91.15
0
0
0
0
0
0
0
0
1A-hlob
1.080
a
30.24
77AB
0
0
0
0
0
0
0
0
W
12E-Dsw
0.068
se
1.90
1.05
0
0
0
0
0
0
0
0
I- 0
1B-clfm
1.13D
se
31.54
102,69
0
0
0
0
0
0
0
0
w
13A4ocs
0A43
se
4.00
1.90
0
0
0
0
0
0
0
0
I-G
1A-h1ob
1.080
se
30.24
65.17
0
0
0
0
0
0
0
0
w
12E-Osw
0.068
s
1.90
0.78
0
0
0
0
0
0
0
0
13A4ocs
0,143
s
4.00
1.38
0
0
0
0
0
0
0
0
to-hiob
1.030
s
30.24
4640
0
0
0
0
0
0
0
0
to-hiob
1.080
s
30.24
46.40
0
0
0
0
0
0
0
0
W
12B.Osw
0.097
s
2.72
2.36
0
0
0
0
0
0
0
0
w
12E-0sw
0,068
w
1.90
1.99
0
0
0
0
0
0
0
0
I-G
1A-hiob
1.080
w
30.24
90.32
0
0
0
0
0
0
0
0
W
13A400s
0.143
w
4.00
3.52
0
0
0
O
0
0
0
0
IA-hlob
1.080
w
30.24
90.32
0
0
0
0
0
0
0
0
1A-clobd
1.00D
w
30.24
109.06
0
0
0
0
0
0
0
0
-G
IA-h10b
1.080
w
30.24
90.32
0
0
0
0
0
0
0
0
W
128-Osw
0.097
w
2,72
4.70
0
0
0
0
0
0
0
0
I-D
11NO
0,350
w
9.80
19.95
0
0
0
0
0
0
0
C
1OB-30ad
0.032
0.90
1.08
88
88
79
148
38
38
34
63
F
22A-tph
1.358
3B4O2
0.00
88
8
304
0
38
0
0
0
Envelope lossrgain
2595
2962
34
63
12
e) Infiltration
3D6
73
0
D
b) Ventilation
0
0
0
0
13
Internal gains; Occupants @ 230
0
0
0
0
Appliances Q 1200
0
0
0
0
Less external load
0
0
0
D
Less transfer
0
0
0
0
Redistribution
15
27
13
25
14
Subtotal
2915
3052
47
Be
15
Duct loads 1
9%
18%
262
548
9%
18°/
4
16
Total room load
3178
3610
51
103
Air requiretl (cim)
D
155
0
4
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
w"Cj FstsOft RIgM-Suite Residemial J8 5.8.17 RSR27995 2005-Sep-3008:18:00
C:\My Documents\Wdghtsoft HVAC\SERESIDENCE-CLASSIGnp Cele=MJ8 Orientation-E Page 11
Right -A Worksheet
UNIT ONE
S. E. RESIDENCE
'W W W ENTERPRISES & SON INC, FT. PIERCE, FL 34945 Phan: 772-465-9373 Fax: 772-465-7732
Job: CLASSIC COOLING
Date; 5/24/2006
By: WG
1
Room name
CLT
DEN
2
Exposed wall
3.0 ft
21.0 it
3
Ceiling height
10.0 it heallcool
10.0 It heat/cool
4
Room dimensions
1.0 x 49.5 R
12.0 x 15.0 it
5
Room area
49.5 ft'
180.0 ft-
Ty.
Construction
U-value
Or
HTM
Area (ft5
Load
Area (ftj
Load
number
(Btuh/ft =°F)
(Btuh/ft5
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
NIPS
Heat
Cool
Gross
N/P7S
Heat
Cool
B
12E-Osw
0.068
n
1.90
1,05
0
0
0
0
0
0
0
0
to-hlob
1.080
n
30.24
31.76
0
D
0
0
0
0
0
0
1y
13A4ocs
0.143
n
4.00
2.00
0
0
0
0
40
40
180
80
I-C
1A-hiob
1.D80
n
30.24
31.75
0
0
0
0
0
0
0
0
17
W
13A-4ocs
0.143
ne
4.00
1.07
0
0
0
0
0
0
0
0
_
II----��
to-hiob
1.080
ne
30.24
55.70
0
0
0
0
0
0
0
0
�C
tA-hlob
1.080
ne
30.24
55.46
0
0
0
0
0
0
0
0
W
12F-Osw
n 058
e
1.90
0 56
n
0
n
0
n
0
0
0
-G
11 DA-b
0.970
a
27.16
54.76I
0
0I
0
0
0I
0
0I
0
1A-hlomd
1,270
a
35.56
84.60
0
0
0
0
0
0
0
0
b
1.080I
a
30.24
62U4I
0
UI
OI
0
0
bl
ui
0
W
i--t;
13A-4ocs
1Do-4
0.
I
a
4.00
1.27
0
0
0
0
0
0
0
0
0970
e
27.2
57 29
0
0
0
0
0
0
0
0
1A-hiob
030
1,080
I
a
4
30.24
74.13
' D
0
D
D
0
0
0
0
lA-hiob
1.080I
a
30.24I
91.15
0
0I
OI
DI
0
0
0
0
N/
1A-Mob
12E-Osw
1.080
I 0.068
a
a
50.24
1.90I
77.48
1.05
D
0
u
9
0
0�
u
0
o
OI
u
0
0
0
b
0
a
WI
1B-011m
1.130
ce
3124
1n2.69
n
n
0
0
n
0
n
0
-113A-4os
11-,G
0.143
4.001
7.90
0
6
DI
OI
DI
0
OI
0
1A-h1ob
1.080
se
36,24
65.17
0
0
0
0
0
0
0
0
W
12E-Osw
0.069
a
1.9U
0.78
0
0
0
U
U
0
0
0
Vil
I_r
13A-flocs
0.143
s
4.00
1.36
0
0I
OI
OI
0
n
0
0
I--G
7A.-h?Ob
? nan
3024
464n
n
n
0
n
n
n
1A-h1ob
1.06D
s
30.24
40.40
0
0
D
0
0
DI
0
0
W
126-0sw
0.097
s
2,72
2.35I
01
0
0
01
50
50
136
117
W
i--G
12E-Osw
0.06E
w
1.90
1.99I
0
0
0
0
0
0
0
1A.hlob
1.08D
w
30.24
90.32
0
0
0
0
0
0
0
0
R
13A-40Cs
0.143
w
4 ^^
3.52
0
01
0
^
`0I
3
310
to-hiob
1.080
w
30.24
90.32
0
0
0
0�0
COI
�V0
0
1--('
IA-C10bd
1MI7
w
30.24
109.05
0
0
0
0
0
0
0
0
to-hiob
1.080
w
30.24
90.32
0
0
0
0
32
4
962
2640
W
128-0=-w
0.097
w
2.72
4.70
0
0
A
0
0
0
0
0
t--D
11N0
^.350
w
9.30
IV.951
0
0
0
0
0
0
0
0
d I
50I
40
60
80
161121
30
F i
22A- ph
1.35B
- I
38.02
0.00I
50
180
'
799
I
0
l
Envelope foss/gain
44
53
2571
3450
12
a) Infiltration
0
0
473
113
• b) Ventilation
0
0
0
0
13
Internal gains: Occupants Q 230
0
0
0
0
Appliances (g! 1200
0
0
0
0
Less external load
0
0
0
0
Less transfer
0
0
0
0
RedistdbubDn
22
42
0
0
14
Subtotal
67
125
3044
3563
111
Duct loads -
9%1
61
22
9%
18%
274
638
Total room load
73
147
3317
4201
Air required(clm)
0
6
0
181
meet all reauirements of
wrl(Jtlt50fi Right -Suite Residential J8 5.8.17 RSR27995
C:NyDocumentslWdghtsoft HVAC\SERESIDENCE-CLASSIC.np Calc>MJ8 Orientation-E
2005-Sep-3008:18:DO
Page 12
13
Righttil8 Worksheet
UNIT ONE
S. E. RESIDENCE
WWW ENTERPRISES & SON INC, FT. PIERCE, FL 34945 Phone: 772-465-9373 Fax: 772-465.7732
Job: CLASSIC COOLING
Date: 512412005
By: WG
1
Room name
KITCHEN
HALL
2
Exposed wall
0.0 ft
0.0 ft
3
Ceiling height
9.0 It heat/cool
10.0 It heattecol
4
Room dimensions
1.0 x 409.5 It
1.0 x 123.0 It
5
Room area
409.5 ft2
123.0 W
Ty
Construction
U-value
Or
HTM
Area (ft5
Load
Area (ft�
Load
number
(Btuh/ft' °F)
(Btuh/ft-)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
NIP/S
Heat
Cool
Gross
N/PIS
Heat
Cool
6
W
12E-Osw
0.068
n
1.90
1.05
0
0
D
, 0
0
0
0
0
I--G
to -blob
1.080
n
30.24
31.75
0
0
0
0
0
0
0
0
13A-4ocs
0.143
n
4,00
2.00
0
0
0
D
0
0
0
0
1A-htob
1.080
n
30.24
31.75
0
0
0
0
0
0
0
0
11
W
13A-4ocs
0.143
ne
4.00
1.07
0
0
0
0
0
0
0
0
Et1A-hlob
1.080
ne
30.24
55.70
0
0
0
0
0
0
0
0
to-hiob
1.080
ne
30.24
55.46
0
0
0
0
0
0
0
0
W
12E-Osw
0.068
e
1.9D
0.66
0
0
0
0
0
0
0
0
10A-b
0,970
a
27.16
54.76
0
0
0
0
0
0
0
0
1A-hlomd
1.270
a
35.56
84.60
0
0
0
0
0
0
0
0
_
3024
61.27
13A-4ocs
0.143I
a
4.OD
DI
0
0
0
0
0
D
0
1--C
1DA-h
1A-h1ob
n.970
1.080
a
a
27.16
3D.24I
57.29
74.13
D
0
0
D
0
0
0
0
0
0
0
D
0
0
0
0
to-hlob
1.080
a
30.24
91.15
0
D
0
0
D
0
0
0
�C
IA-hlob
1.080
a
30.24
'17.48
0
U
0
U
U
D
U
U
W
12E-Osw
0,058
$e
1.90I
1,05
0
0
OI
0
0
0
0
0
L-G
1B-ct fm
1.130
se
31 64
102,69
0
0
0
0
0
n
0
0
WL--G
�080
se
�24
117
IA-hiob
11
se
30143
65.00
OI
0
D
OI
0
0
OI
0
W
12E-Osw
0.068
s
1.90
0.78
0
0
0
0
0
D
- a
0
W
13A-4ocs
OA43
s
4.00
1.36
0
0
0
0
0
0
0
0
1A-hiob
1.080
s
3024
4640
0
0
0
0
0
0
D
O
IA-hlob
1.080
s
30.24
46.40
0
D
D
0
9
D
OI
0
W
12B-Osw
O.U97
s
2.72
2.35
U
0
0
0
0
0
0
0
W
1-- G
12E-Osw
p.068
w
1.90
1.99
0
0
U
0
p
0
0
0
to-hiob
1.080
w
30.24
90.32
0
0
0
0
0
0
0
0
'.
13A-10Ca
0:143
w
4.00
3.52
0
0
0
0
0
D
0
0
I-G
194,70
M-hlob
1A11-Osw
3024
W
0.09D7
w
0
pl
D
0
0
D
DI
0
1
11NO
0.350
w
9.80
19.95
0
0
0
0
0
U
0
0
C
16B-30ad
0.032
OM1.68
59I
59I
53�
99I
123
123I
110�
207
IF
2A4ph
1.350
_
30.02
I
0.00
I
410
0
0�
0
123
0
0
O
En.elope Iasslgain
53
99
1
110
207
12
a) Infiltration
0
D
0
0
b Ventllatlml i
0
0
u
0
13
Internal gs')W Occupants (d) 230
0
0
0,
p
Appliances Q 1200
1
1200
0
0
Less external load
0
D
0
0
Lass transfer
D
0
D
D
Redistribution
15
27
-110�
-207
14
Sublotal
97
1326
D
p
15
Duct loads
9%
18%
6
237
e
18%
U
0
Total room load
74
15e4
p
0
Air required (cfm)
D
67
0
0
Printout certified by ACCA to meet all requirements of Manual J 8th Ed
,c. Wrtg FltSpTi Right -Suite Residential JBS.8.17RSR27995 2005-Sep-3008:18:00
��CWy D0cumenuAVVn9htsoh HVACISE RESIDENCE-CLASSIC.rm Cale =MJB OnenlaUon=E Page 13
Right -A Worksheet Job: CLASSIC COOLING
o UNIT ONE Bate: WG2005
S. E. RESIDENCE v
W W W ENTERPRISES 6 SON INC. FT. PIERCE. FL 34MS Phone: 772-465-9373 Fax: 772-465.7732
1
Room name
GREAT RM
LAUNDRY
2
Er:posed wall
1
53.1 ft
8.0 It
• 3
Ceiling height
14.0 It heat/cool
10.0 ft heat/cad
4
Room dimensions
1.0 x 491.5 ft
6.0 x 11.0 A
5
Room area
491.5 ft'
88o ft'
Ty
Construction
U-value
Or
HTM
Area (ft')
Load
Area (ftq
Load
number
(Btuh/ItW)
(Btuh/ft�
or perimeter (ft)
(Stub)
or perimeter ft
O
(Btuh)
Heat
Cool
Gross
NIP/S
Heat
Cool
Gross
NIP/S
Heat
Cool
"o
W,
12E-vsw
0.068
n
1.90
1.05
0
0
0
0
0
0
0
0
I--G
IA-hlob
1.080
n
30.24
31.75
Oi
0
D
0
0
D
0
0
13A4ocs
0.143
n
4.00
2.00
168
168
673
336
0
0
0
0
to-hiob
1.080
n
30.24
31.75
0
0
0
0
0
0
0
0
11
W
13A.4ocs
0.143
ne
4.00
1.07
99
60
240
64
0
0
0
0
II------��
IA40ob
1.080
ne
30.24
5570
39
0
1184
2181
0
0
0
0
�G
1A-h1ob
1.080
ne
30.24
55.46
0
0
0
0
0
0
0
0
W
12E-Osw
n 068
e
1.90
069
0
n
n
0
n
0
0
n
IOA-b
0.970
a
27.16
54.76
0
0
0
0
0
0
0
0
W
1 A-4ocsd
143
4.00
1.7
154
74
296
9
01
0
0.
a
2
52
6
0
0
0
0
0
i
1A-h1Db
1.080
e
I 30.24
74.13
8O
5
2419
5674
0
OI
0
0
to-hiob
1.080
a
30.24
91.15
0
0
0
0
0
0
C
0
to-hl Ob
1.080
a
3U.24
77.48
0
0
0
U
U
0
U
0
yl
12E-Osw
i 0.068
se
1.90
1.05
0
0
0
0
0
0
0
0
�--C
I5t1 fm
1.130
se
31.64
102.69
01
n
6
0
0
0
0
0
W
13A-4ocs
0.143
se
4.ODi
1.90
99
60
240
114
0
0
0
0
I-G
1A-hiob
i 1.080
so
30.24
65.17
39
11
1184
2135
0
O
C
C
W
12E-Osw
11.06E
s
1.90
0.78
0
0
0
0
0
0
0
0
W
13A4ocs
OA43
is
4.00
1.36
224
224
897
304
0
0
0
0
a
IA-hlob
1.080
s
30,24
46.4D
0
0
0
O
D
0
0
0
IA-hlob
1.080
s
30.24
46.40
0
0
0
0
0
0
0
0
W
12B-Osw
0.097
s
272
2.35
0
0
0
0
0
0
0
W
I-G
12E-Osw
0.066
w
1.90
1.99
0
0
0
0
0
0
0
0
lA-hiob
1.080
w
30.24
90.32
0
0
0
0
0
0
0
0
i N
13A-4ocs
0.143
w
4.00
3.52.
0
0
0
0
0
0
0
0
1A-hiob
1.080
w
30.24
90.32
0�
0
0
0
0
0
0
0
_
i09.013
i12B--Dswd
32.72 0.24
B470
0.0977I
w
OII
0
0
0
80
58
152
263
"o 11110
1
i
0.350
0.032
w
-
i
9.80
000
1.68
492
0
4
440
0
820
I�1 0I�
E
8
ii
235�1
474789
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(Ir I
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SO
-
�19.95�
M
o.DD
a2 2
i
L 16
'I
D
D
E�I
79C
.
D
�
Envelope lac�lnain
95921
117.12
770
991r
i12
a) Infiltration i
1576I
399
I
180
43i
b) yPnllldti00
U!
n
11
0
�13
Internal gains. ocn�psnfs rn, 210
n
n
n In
iAppliances
ty 1200
0
0
tt
1200�
Less external load
i
I
i
D
O
i
Less transler
p
Redistribution
I
i
I
14
Subtotal
11268
12131i
a581
2147i
15
Uua loads
S%
18'ii
1014
2172
9%
181.
801
384
l Dial room load
12252
143U3
1044
2531
Air requiretl (cfm)
0
675
0
109
Printout certified by ACCA to meet all requirements of Manual J 8th Ed
J"Vt5 ft R19M-Suite Residential A 5.8.17 RSR27995 - 2005-Sep-30 08:18:00
A&C:1My DocumemslWnghtsoft HVAC1SE RESIDENCE-CLASSIC.np Calc -MJS Orientation -E Page 14
Right -A Worksheet
UNIT ONE
S. E. RESIDENCE
W W W ENTERPRISES 8 SON INC. FT. PIERCE, FL 34945 Phone: 772-465-,9373 Fax: 772-465-7732
Job: CLASSIC COOLING
Date: 5/2412006
By: WG
1
Room name
DINING
2
Exposed wall
15.0 ft
3
Ceiling height
9.0 1t heab'cool
4
Room dimensions
15,0 x 11.0 ft
5
Room area
165.0 ft-
Ty
Construction
U-value
Or
HTM
Area
Load
Area
Load
number
(Btuh/V--°F)
(BluhrTll
or perimeter (It)
(Btuh)
or perimeter
Heat
Cool
Gross
NIPIS
Heat
Cool
Gross
NfP/S
Heat
Cool
o'
Vv'L-
12E-Osw
0.068
n
1.90
1.05
0
0
0
0
G
1A-hlob
1.080
n
30.24
31.75
0
0
0
0
W
MA-40a5
0.143
n
400
200
0
0
01
0
L-4-,
to-htob
1.080
It
30.24
31.75
n
0
0
0
11
W
13A-4oas
0.143
ne
4.00
1.07
0
0
0
0
i-G
to-hlob
1.080
ne
30.24
55.70
0
0
0
0
�-G
1A-h1ob
1.080
ne
30.24
55.46
0
0
0
0
W -
12F-Osw
0.068
a
190
0.66
0
0
0
0
I1A-hlbomd
1.270
a
35.56
84.60
DI
0
0
0
'-G
IA -Mob
1.080
a
30.24
82.04
u
u
0
0
WL-C,
10AA-b
0.970
e
I 97:09
17?c
n
n
n
0
k--GI
1A-h7ob
I 1.080
a
30.24
74.11
0
0
OI
0
�G
1A-hlob
1.080
a
30,24
91.15
0
0
0
0
�--Ci
!A-1110b
1.08U
a
30.24
77.48
D
D
U
0
�12E-Osw
0.068
se
1.90
1,05
01
01
0
0
=
1B-cllm
1.13n
sn
gi,64
In2 Fo
0
0
0
n
W
13A-4ocs
0.143
se
4.001
1.901
01
01
0
Of
F----G
' !A -Mob
, ^°^
se
30...4
65.17
0
^
9
D
W
12E-OSw
D.O68
5
1.90
0.78
0
0
0
D
IN
13A-4ocs
0:143
s
400
1.36
0
0
01
OI
1A: h10b
to-h7ob
1.080
1.OBOI
c
s
3n 24
30.24
4-10
46.4D
0
0
0
0
n
01
0
01
1
Nf
12B-Cs�✓
QC971
s
2.72
2.35
..
^
W
12E-Osw
0.068I
w
1,90
1.99
0
DI
OI
01
L G
1A-hlob I
1'080
w
30.24
90.32
0
0
0
0
I
I
AN-C4ccs
1D1s14W3
3.l
111
I
d
1
B
D
�0
u0
1A-hlob
1
90.32
0
01
0
0
W
12B-Osw
0
4.70
01
0
0
l
rI�LI1I
C
'
0.0
11
w
95
01
5
L�2,
0
12
0
152
0
13B
1
0
255dad
11
I
i,i
i
,11_37
i
D
I
1139c520
I
i
155
l
l
57,
l
I
I
i
I
I
i
EnvalOrfa Inc.Slnain
17661
3531
12
al Infiltration I�
1
304
72
!:) "t;Iation I
u
u
13
IntmnaI gains: Or UnantS a 910
0
n
Appliancesto 1200
D
I
0
Less external load I
I
0
0
Less lranSter
U
0
Redistribution I
I
DI
DI
ibl
cunrnrl
407n
aan3
75
Duct loads
9%I
18%
366
645
t 0!a f00m IOad
'
4436
4245
Air requirzd (dmj
0
183
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
w"g111lt50ft Right -Suite Residential J85.8.17 RSR27995 200SSep-3008:18:1)0
C:1My DocumentMWdghtsoft HVAC1SERESIDENCE-CLASSIC.np Calc-MJS OnenMtion=E Page 15
Project Summary Job: CLASSICCOOLING
ry Date: 512412005
UNIT TWO By: WG
S. E. RESIDENCE
SON INC, FT. PIERCE, FL 34945 Phone: 772-465-9373 Fm 772-465-7732
Pro'ect Information
For: S.E. RESIDENCE
12075 s INDIANRIVER DR., FT. PIERCE, FL
Notes:
Design Information
Weather: Fort Pierce, FL, US
Winter Design Conditions
Outside db
42
OF
Inside db
70
OF
Design TD
28
OF
Heating Summary
Building heat loss
10074
Btuh
Ventilation air
15
ofm
Ventilation air loss
447
Btuh
Design heat load
10520
Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
Heating
Cooling
Area (W)
758
758
Volume (fN)
7575
7575
Air changes/hour
0.63
0.28
Equiv. AVF (cfm)
80
35
Heating Equipment Summary
Make Trane
Trade E. XE 1200 Weathertron
2TWR201 BAl
Efficiency
6.9 HSPF
Heating input
Heating output
17000
Btuh @'470F
Heating temp rise
0
OF
Actual heating fan
0
cfm
Heating air flow factor
0.000
cfm/Btuh
Space thermostat
Summer Design Conditions
Outside db
90
OF
Inside db
75
OF
Design TO
15
OF
Daily range
L
Relative Humidity
50
%
Moisture difference
61
grAb
Sensible Cooling Equipment Load Sizing
Structure
11959
Btuh
Ventilation
239
Btuh
Design temperature swing
3.0
OF
Use mfg. data
yy
1.00
Rate/swing multiplier
Total sens. equip. load
12199
Btuh
Latent Cooling Equipment Load Sizing
Internal gains
400
Btuh
Ventilation,
606
Btuh
Infiltration
1482
Btuh
Total latent equip. load
2839
Btuh
Total equipment load
15037
Btuh
Req. total capacity at 0.75 SHR
1.4
ton
Cooling Equipment Summary
Make Trane
Trade E. XE 1200 Weathertron
2TWR201 SA1
TWE018P13F6
Efficiency
12.0 SEER
Sensible cooling
13400
Btuh
Latent cooling
4500
Btuh
Total cooling
17900
Btuh
Actual cooling fan
600
cfm
Cooling air flow factor
0.050
cfm/Btuh
Load sensible heat ratio 81 %
SoWtallc values he" been manually ow"Wen
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
GCam- VV"Ohtsoft Right -Suite Residen9aIJ85.8.17RSR27995 2005-Sep3008:18:00
,4MK C:WyDocumentstWdghlsoft HVAC\SERESIDENCE-CLASSIC.np Catc-MJ8 Odentation-E Page
Project SummaPV Job: CLASSIC COOLING
Summary Date: 5124120DS
o UNIT TWO By: WG
S. E. RESIDENCE
'I
WW W ENTERPRISES & SON INC, FT. PIERCE, FL 34945 Phone: 772-465-9373 Fax: 772-465-7732
Promect Information
For: S.E. RESIDENCE
12075 s INDIANRIVER DR., FT. PIERCE, FL
Notes: FILE COPY
Design Information
Weather:
Winter Design Conditions
Outside db
42
OF
Inside db
70
OF
Design TD
28
OF
Heating Summary
Building heat loss
10074
Btuh
Ventilation air
15
cfm
Ventilation air loss
447
Btuh
Design heat load
10520
Btuh
infiltration
Fort Pierce, FL , US
Method Simplified
Construction quality Average
Fireplaces 0
Haatino
Coolino
Area (ft2)
758
758
Volume fft31
7575
7575
Air Chan ei/hour
0.63
0.28
EOuiv. AVF lcfrn)
80
35
L4aatinn Er:l:inmart Aiinimary
Mahe Trane
Trade E. XE 1200 Weathertron
2PNR2018A1
Efficiency
6.9 ugoc
Heating input
Heating output
17000
Btuh (a 47°F
Heating temp rise
0
OF
Actual heating fan
0
cfm
Heating air flow factor
0.000
cfm/Btuh
Space thermostat
Summer Design
Conditions
Outside db
90
°F
Inside db
75
OF
Design TD
15
OF
Daily range
L
Relative humidity
50
%
Moisture difference
61
gr/lb
Sensible Cooling Equipment Load Sizing
Structure
11969
Btuh
Ventilation
239
Btuh
Design temperature swing
3.0
OF
Use mfg. data
yy
Rate/swing multiplier
1.00
Total Sens, equip, load
12199
Btuh
Latent Cooling Equipment Lead SiAng
Internal Osiris 400 Btuh
Ventilation 606 Btuh
Infiltration 1482 Btuh
Total latent equip. load 2839 Btuh
Total equipment load 15037 Btuh
Rea. total capacity at 0.75 SHR 1.4 ton
t_:nnlirr: E.vtlin:vsant C�n�n�_r1:
Malec Trane
Trade E. XL 1200 Weathertron
2r;AIR2018A1
TVVEOIBP13FB
Efficient
SensiblWcooling
Latent coglin
Total cooling
Gr}gal tpnlinn fop
Cooling airflow factor
Load sensible heat ratio
Bold4talle values have been manually overridden
Printout certified by ACCA to meet all requirements or Manual J Sth Ed.
12.0 SEER
13400
Btuh
4500
Btuh
17900
Btuh
600
cfm
0.050
cfm/Btuh
81
%
c wnghtsof[ Right -Suite Residential J85.8.17 RSR27995 2005-Sep3008:18:00
ACMC:Wiy Doc.tslWdghtsoft HVAC1SERESIDENCE-CLASSIC.ap Calc=MJ8 Odentation=E Page
Right -A Worksheet
o UNIT TWO
S. E. RESIDENCE
WWW ENTERPRISES & SON INC, FT. PIERCE, FL 34945 Phone: 772-465.9373 Fax: 772-465.7732
Job: CLASSIC COOLING
Date: 512412005
By: WG
1
Room name
UNIT TWO
MSTR SUITE
2
Exposed wall
109.0 It
68.0 It
3
Ceiling height
10.0 it p
10.0 it heat/cool
4
Room dimensions
17.0 x 22.0 It
5
Room area
757.5 ft2
374.0 ft-
Ty
Construction
U-vatue
Or
HTM
Area (ft9
Load
Area (ft-)
Load
number
(BtuhnP--°F)
(Btuh/ftq
or perimeter (M
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
NIP/5
Heat
COD]
- Gross
NIP/S
Heat
Cool
6,
Y-G
12E-Osw
0.068
n
1.90
1.05
220
184
350
194
220
184
350
194
1A-hlob
1.080
n
30.24
31.75
36
0
1089
1143
36
0
1089
1143
.'
y/
13A-0Dcs
0.143
n
4.00
2.00
0
0
0
0
0
0
0
0
---G
IA-hlob
1.080
n
30.24
31.75
0
0
0
0
0
0
0
0
11'.
4;/
13A-0acs
0.143
ne
4.00
1.07
0
0
0
0
0
0
0
0
�L-----GG
to-hlob
1.080
no
30.24
55.70
0
.0
0
0
0
0
0
0
to-hlob
1.080
ne
30.24
55.46
0
0
0
0
0
0
0
0
12E-Osw
0.068
a
1.90
0.66
330
246
468
162
170
86
164
57
l0A-b
0.97D
a
27.16
54.76
48
29
1304
1571
48
29
1304
1571
IA-hlomd
1.270
a
35.56
84.60
18
2
640
1423
18
2
640
1423
1A-hlob
1.080
a
30.24
82.04
18
2
544
1377
18
2
544
1377
13A-4ocs
0.143
a
4.00
1.27
0
0
0
0
0
D
0
0
1OA-b
0.97D
a
27.16
57.29
0
0
0
0
0
0
0
0
1A-hlob
1.080
a
3D.24
74.13
0
0
0
0
0
D
0
0
1A-hlob
1.080
a
30.24
SIAS
0
0
0
0
0
0
0
D
1A.hlob
1.080
a
30.24
77.48
D
0
0
0
0
0
0
0
ly
12E-gsw
0.068
se
1.90
1.05
71
65
124
88
D
0
0
0
4-G
1B-01fon
1.130
as
31.64
102.69
6
6
185
239
0
0
0
0
W
13Ad0bs
0.143
se
4.00
1.90
0
0
0
0
0
0
0
0
1A-hlob
1.080
se
30.24
65.17
0
0
0
0
0
0
0
0
W
12E-Osw
0.068
s
1.90
D.78
170
170
324
132
20
20
38
16
13A-4ocs
0.143
s
4.00
1.36
D
0
0
0
0
0
0
0
to-hlob
1.060
s
30.24
46.40
0
0
0
0
0
0
0
0
IA-hlob
1.080
s
30.24
46.40
0
0
0
0
0
0
0
0
W
12B-Osw
0.097
s
2.72
2.35
0
0
0
0
0
0
0
0
W
12E-Osw
0.068
w
1.90
1.99
300
282
537
562
170
152
289
303
r G
1A-hlob
1.080
w
30.24
9D.32
18
4
544
1394
18
4
6"
1394
W,
1A-hIob5
w
4.24
3.52
0
0
0
0
0
0
0
0
1A-hlob
1.080
1.080
w
30.24
9D.32
0
0
0
0
0
0
0
0
1A-clobd
1.080
w
30.24
10909.0606
0
0
0
0
0
0
0
0
to-hiob
1.080
w
30.24
90.32
0
0
D
0
0
0
0
0
W
128-0sw
0,097
w'
2.72
4.70
0
0
0
0
0
0
0
0
L-D
11ND
0.350
w
9.80
19.95
0
0
0
0
0
0
0
0
C
166-30ad
0.032
-
0.90
1.68
758
758
879
1273
374
374
335
628
F
22A-tph
1.358
-
'38.02
0.00
44
7
269
0
44
7
269
0
Envelope loss/gain
7047
9538
5657
8108
12
a) Infiltration
2467
585
1308
311
b) Ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
2
460
2
460
Appliances @ 1200
0
0
0
0
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
-0
-0
16
29
14
Subtotal
9503
10583
6879
8906
15
Duct loads
6%
13%
570
1376
6%
13%
413
1158
Total room load
10074
11959
72D2
10064
Air required (ch)
0
600
D
505
wrap l-�tsoR Right -Suite Residential J85.8.17 RSR27995
C:Wy DowmeMs Wrightsoft HVAC%SERESIDENCE-CLASSIC.rrp Celc-MJS Oriema9on-E
2005-Sep-30 08:18:00
Page 1
Right -A Worksheet
o UNIT TWO
S. E. RESIDENCE
W WW ENTERPRISES S SON INC, FT. PIERCE, FL 34945 Phone: 772.4659373 Fax: 772-465-7732
Job: CLASSIC COOLING
Date: 612412006
By: WG
1
Room name
M CLT2
M TOILET
2
Exposed wall
6.0 It
5.0 It
3
Ceiling height
10.0 It heat/cool
10.0 It heal/coDl
4
5
Room dimensions -
Room area
8.0 x 9.0 It
54.0 It'
5.0 x 6.0 It
25.0 ft-
Ty
Construction
number
U-value
(BtuhBN--+F
Or
HTM
(Btuhfill
Area (M
or perimeter (ft)
Load
(Stull)
Area (III
or perimeter (fn
Load
- (Stull)
Heal
Cool
Gross
NIPIS
Heat
Coot
Gross
NIPIS
Heat
Coot
6
V,V
12E-Osw
0.068
n
1.90
1.05
0
0
0
0
0
0
0
0
11
I---G
N/
Y-G
W
1A-hlob
13A4ocs
1A-htob
13A4ow
to-hlob
1.080
0.143
1.080
0.143
1.080
n
n
n
ne
ne
3D.24
4.00
30.24
4.00
30.24
31.75
2.00
31.75
1.07
55.70
0
0
0
0
0
0
0
0
0
0
D
0
0
D
0
0
0
0
D
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
D
0
0
0
0
(�
IA-hlob
12E-Ow
1.080
0.068
ne
a
30.24
1.90
55.46
0.66
0
60
0
60
0
114
0
40
0
50
0
50
0
95
0
33
10A-b
0.970
a
27.16
54.76
0
0
0
0
D
0
0
D
1A-hlomd
1.270
a
35.56
84.60
0
0
0
0
0
0
0
D
W
1A-htob
13A4ow
1DA-b -
to -blob
1.080
0.143
0.970
1.080
a
a
a
a
313.24
4.00
27.16
30.24
82.04
1.27
57.29
74.13
0
0
0
0
0
0
0
0
0
0
0
D
0
0
0
0
0
0
0
0
0
D
0
0
0
D
0
0
0
0
0
D
W
L- G
1A-htob
1A-hlob
12E-0sw
1B-ct0n
13A4ocs
1.080
1.080
0.068
1.130
0.143
a
a
se
se
se
30.24
30.24
1.90
31.64
4.00
91.15
77.48
1:05
' 102.69
1.90
0
0
0
0
0
0
0
0
0
0
D
0
0
0
0
0
0
0
0
D
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
D
0
W
1A-hlob
12E-Osw
13A4ow
1.080
0.068
0.143
as
s
s
30.24
1.90
4.00
65.17
D.76
1.36
0
0
0
0
0
0
0
0
0
0
D
D
0
0
0
0
0
0
0
0
0
0
0
D
1A-hlob
1.080
a
30.24
46.40
0
0
0
0
0
0
0
0
W
W
i
1A-hlob
12B-Osw
12E-0sw
1.080
0.097
0.088
s
a
w
30.24
2.72
1.00
46.40
2.35
1.99
0
0
. D
0
0
0
0
0
D
0
0
0
0
0
0
0
0
0
0
D
0
0
0
0
r G
IA-hlob
1.080
w
30.24
90.32
0
0
0
0
0
0
0
0
Vy
13A4ow
to-hlob
1A-clobd
IA-hlob
12B-0sw
0.143
1.08D
1.080
1.080
0.097
w
w
w
w
w
4.00
30.24
30.24
30.24
2.72
3.52
90.32
109.06
90.32
4.70
0
0
0
0
0
0
0
D
0
0
0
0
0
0
0
0
0
0
0
00
0
0
0
0
D
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11NO
1SB-30ad
0.350
0.032
w
-
9.80
0.90
19.95
'1.68
0
54
0
54
0
48
0
91
0
25
0
25
0
22
0
42
-0
C
F
22A-tph
1.358
-
38.02
0.00
0
0
0
0
0
0
0
0
Envelope loss/gain
163
130
118
76
12
a) Infiltration
135
32
113
27
b) Ventilation
0
0
0
0
13
Internal gains: Occupants (M 230
Appliances Q 1200
0
0
0
0
D
0
0
0
14
Less external load
Less transfer
Redistribution
Subtotal
O
0
12
310
0
0
22
184
0
0
D
230
0
0
0
102
15
Duct loads
6% 1
13%
191
24
6%
13%1
141
13
Total room load
Air required (cfm)
328
0
208
10
244
0
115
6
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
wngF1t50i3 Right-Sulle Residential J85.8.17RSR27995 2005-Sep-3008:18:00
-ZUA C:1My DocumentslWnghtsoft HVACISE RESIDENCE-CLASSIC.np Celc = MJB Orientation = E Page 2
4 Righttil8 Worksheet Job: CLASSICCOOLING
° UNIT TWO Date: 5124/2005
p By: WG
S. E. RESIDENCE
W W W ENTERPRISES & SON INC, FT. PIERCE, FL 34945 Phone: 772-4659373 Fax 772-465.7732
1
Room name
MSTR BATH
VEST
2
Exposed wall
20.0 It
0.0 It
3
Ceiling height
10.0 ft heat/cool
MD If heat/cool
4
Room dimensions
1.0 x 157.6 ft
6.0 x 8.0 ft
5
Room area
157.5 ft'
48.0 ft
Ty
Construction
U-value
Or
HTM
Area (11)
Load
Area (M
Load
number
(Btuhfff -F)
(Btuhlft)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/PfS
Heat
Cool
6
11
W
I--G
t-C
fly
12E-0sw
1A.hlob
13A-4ocs
to-htob
13A-40cs
to-htob
0.068
1.080
0.143
1.080
0.143
1.080
n
n
n
n
ne
no
1.90
30.24
4.OD
30.24
4.00
30.24
1.05
31.75
2.00
31.75
1.07
55.70
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
44}}ll
I--G
IA-htob
12E-Osw
10A-b
1A-hlomd
1.08D
0.068
0.970
1.27D
ne
a
a
a
30.24
1.90
27.16
35.56
55.46
0.66
54.76
84.60
0
50
0
0
D
50
0
0
0
95
0
0
0
33
0
0
0
0
0
0
0
D
0
0
0
D
0
0
0
0
0
0
W
�-G
1A-hlob
13A-0ocs
10A-b
1.080
0.143
O.e7D
a
a
a
30.24
4.00
2730 .24
82.04
1.27
57.13
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1-hl
1.08D
a
.16
74.29
0
D
0
0
0
0
0
0
1A-hlob
lA-hlob
1.080
1.080
a
a
30.24
30.24
91.15
77.48
0
0
0
0
D
0
0
0
0
0
0
0
D
D
0
0
12E-Osw
0.068
se
1.90
1.05
71
65
124
68
0
D
0
0
t_'
1B-c1Inn
13A4ocs
1.130
0.143
se
se
31.64
4.00
102.69
1.90
B
0
6
0
185
0
239
0
0
0
0
0
0
D
0
0
yl
-G
1A-hlob
1.080
se
30.24
65.17
0
D
0
0
0
0
0
D
W
12E-0sw
0.068
a
1.90
0.78
80
8D
152
62
0
0
0
0
13A4ocs
1A-hlob
0.143
1.D80
s
s
4.00
30.24
1.38
46.40
0
0
D
0
0
0
0
0
0
0
0
0
0
0
0
0
1A-hlob
1.080
s
30.24
46.40
0
0
0
0
0
0
0
0
W
128-Osw
0.097
a
2.72
2.35
0
0
0
0
0
0
0
0
W
t-G
12E-Osw
IA-hlob
D.D68
1.080
w
w
1.90
30.24
1.99
90.32
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
a
13A-0obs
1.
w
.00
40
3.52
0
0
0
0
0
0
0
0
IA-hlob
LOBO080
w
3.24
9.32
0
0
0
0
0
0
0
0
L-�
IA-ctobd
1A-hlob
1.080
1.080
w
w
30.24
30.24
109.06
90.32
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
VN
12B.Osw
0.097
w
2.72
4.70
0
0
0
0
0
0
0
0
I-D
11N0
16B-30ad
0.350
0.032
w
-
9.80
0.90
19.95
1.68
0
158
0
158
0
141
0
265
0
48
0
48
0
43
0
81
C
F
22A-tph
1.358
-
38.02
0.00
0
0
0
0
0
0
0
0
Envelope loss/gain
1
697
657
43
e1
12
a) Infiltration
452
108
0
D
b) Ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
0
0
0
Less external load
0
0
D
0
Less transfer
0
0
D
0
Redistribution
8
15
43
-81
14''
Subtotal
1157
790
0
0
15
Duct loads
6%
13%
69
103
6%
13%
0
0
Total mom load
1226
892
D
0
Air required(cm)
D
45
0
0
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
wr-4gYTt50'FC RigM-Suite Residemiel J85.8.17RSR27995 2005-Sep-3008:18:00
ACC C:Wy DooumentslWrightsoft HVACISE RESIDENCE-CLASSIC.np Cato- MJ8 Orientation = E Page 3
Right -A Worksheet
o UNIT TWO
S. E. RESIDENCE
-W W W ENTERPRISES & SON INC, FT. PIERCE, FL 34945 Phone: 772-465-9373 Fax: 772.465-7732
Job: CLASSIC COOLING
Date: 612412006
By: WG
1
Room name
M CLTI
2
Exposed well
20.0 ft
3
Ceiling height
10.0 ft heat/cool
4
5
Room dimensions
Room area
1.0 x 99.0 ft
99.0 ft
Ty
Construction
number
U-value
(StuhW--•F)
Or
HTM
(Btuh/M
Area (ft')
or perimeter (ft)
Load
(Btuh)
Area
or perimeter
Load
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
vy
12E-Osw
0.068
n
1.90
1.05
0
0
0
0
.,
-G
lM
1A-hlob
13A-flocs
„1.08D
0.143
n
n -
30.24
4.00
31.76
2.00
D
0
0
0
D
0
0
0
11
Y-C
W
1A-hlob
13A-4ocs
IA-hlob
1.080
0.143
1.080
n
ne
ne
30.24
4.00
30.24
31.75
1.07
55.70
0
0
0
0
0
0
0
0
0
0
0
D
1A-h1ob
12E-Osw
10A4s
1.080
0,068
0.970
ne
a
a
30.24
1.90
27.16
55.46
0.66
54.76
0
0
0
0
0
0
0
0
0
0
0
0
1A-htomd
1.270
a
35.56
84.60
0
0
0
0
W
Ir-w,
1A-htob
13A-4ocs
1OA-b
1A-hlob
1.080
0.143
0.970
1.080
a
a
a
a
30.24
4.01)
27.16
3D.24
82.04
1.27
57.29
74.13
0
D
D
0
0
D
0
0
0
0
0
0
0
0
0
_ 0
NI
L-3
to-hlob
1A-hlob
12E-Osw
1.080
1.080
0.088
a
a
as
30.24
30.24
1.90
91.15
77.48
1.05
0
0
0
0
0
0
0
0
0
D
0
0
111clfm
13A-4ocs
1.130
0.143
as
se
31.64
4.00
102.69
1.90
0
0
0
0
0
0
0
0
Vy
L-G
W
W
1A-h1ob
12E-0sw
13A-4ocs
1A-hlob
1.DB0
0.068
0.143
1,080
as
s
s
s
30.24
1.91)
4.00
30.24
65.17
0.78
1.36
46.40
0
70
0
D
0
70
0
0
0
133
0
0
0
54
0
0
W
Vy
I-G
1A-h1ob
12B-0sw
12E-0sw
IA-hlob
1.080
0.097
0.06E
1.080
s
s
w
w
30.24
2.72
1.90
30.24
46.40
2.35
1.99
90.32
0
0
ISO
0
0
0
130
0
0
0
248
0
0
0
259
0
I--G
13A-4ocs
to-hlob
0.143
1.080
w
w
4.D0.
30.24
3.52
90.32
0
0
0
0
0
0
0
0
II----GG
y/
IAclobd
1A-h1ob
12B-Osw
1.080
1.080
0.097
w
w
w
3024
30.24
2.72
109.06
90.32
4.70
0
0
0
0
0
0
0
0
0
0
0
0
I-D
C
11ND
16B-30ad
0.36D
0.032
w
-
9.80
0.90
19.95
1.68
0
99
D
99
0
89
0
166
I
F
22A-tph
1.358
-
38.D2
0.00
0
0
0
0
Envelope loss/gain
470
480
12
a)) Infiltration
46D
107
b) Ventilation
0
0
13
Internal gains: Occupants (it 230
0
0
Appliances Q 1200
0
0
Less external load
0
0
Less transfer
0
0
Redistribution
8
15
14
Subtotal
928
602
15
Duct loads
6%
13%
66
78
Total room load
983
680
Air required (cfm)
0
3q
Printout certified by ACCA to meet all requirements of Manual J Bth Ed.
wr-ag FrtSoR Right -Suits Residential J8 5.8.17 RSR27995 2005-Sep-3008:18:00
ACQA C:Wy Dowments Wrlghlsoft HVACISE RESIDENCE-CLASSIC.np Cale -MJ8 Orientation -E Page
Project Summary Job: CLASSIC COOLING
ry Date: 512412005
o UNIT THREE By: wG
S. E. RESIDENCE
W W W ENTERPRISES & SON INC, Fr. PIERCE, FL 34945 Phme: M-465.8373 Far 772-46S-7732
Prooect Information
For: S.E. RESIDENCE
12075 s INDIANRIVER DR., FT. PIERCE, FL
Notes:
Design Information
Weather: Fort Pierce, FL, US
Winter Design Conditions
Outside db
42
OF
Inside db
70
OF
Design TD
28
OF
Heating Summary
Building heat loss
10576
Btuh
Ventilation air
25
cfm
Ventilation air loss
766
Btuh
Design heat load
11342
Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
Heating Cooling
Area (fe)
698 698
Volume (fN)
7350 7350
Air changes/hour
0.46 0.20
Equiv. AVF (cfm)
56 25
Heating Equipment Summary
Make Trane
Trade E. XE 1200 Weathertron
2TWR2018A
Efficiency
6.9 HSPF
Heating input
Heating output
22000 Btuh @ 470F
Heating temp rise
Actual heating fan
0 OF
0 cfm
Heating air flow factor
0.000 cfm/Btuh
Space thermostat
Summer Design Conditions
Outside db
90
OF
Inside db
75
OF
Design TO
15
OF
Daily range
Relative �iumidity
L
50
%
Moisture difference
61
grAb
Sensible Cooling Equipment Load Sizing
Structure
9421
Btuh
Ventilation
410
Btuh
Design temperature swing
3.0
OF
Use mfg. data
1.06
Rate/swing multiplier
Total sens. equip. load
9831
Btuh
Latent Cooling Equipment Load Sizing
Internal gains
400
Btuh
Ventilation
1040
Btuh
Infiltration
1049
Btuh
Total latent equip. load
2839
Btuh
Total equipment load
12670
Btuh
Req. total capacity at 0.75 SHR
1.1
ton
Cooling Equipment Summary
Make Trane
Trade E. XE 1200 Weathertron
2TWR2018A
TWE018P13
Efficiency
12.0 SEER
Sensible cooling
13400
Btuh
Latent cooling
4500
Btuh
Total cooling
17900
Btuh
Actual cooling fan
600
cfm
Cooling air flow factor
0.064
cfm/Btuh
Load sensible heat ratio 78 %
Boldflmlie values have been manually everrldden
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
wnghtsoft Right-Sufte Residemial J85.8.17RSR27995 2D05-Sep-3008:18:DD
ACC1s C:V./y Dos erds\Wdghtsoft HVACISE RESIDENCE-CLASSIC.ap Calc -MJS Orientation=E Page
Project Summary Job: CLASSIC COOLING
' 7 Date: 512412DOS
o UNIT THREE By: wG
S. E. RESIDENCE
• „ ,WWW ENTERPRISES &SON INC. FT. PIERCE, FL 34945 Phone: 772-465.9373 Fm 772-465-7732
Prowect Information
For: S.E. RESIDENCE
12075 s INDIANRIVER DR., FT. PIERCE, FL
Notes:
Design Information
Weather Fort Pierce Fi I US
Winter Design Conditions
Outside db
42
OF
Inside db
70
OF
Design TD
28
OF
Heating Summary
Building
heat loss
10576
Btuh
Ventilation
air
25
cfm
Ventilation
air loss
766
Btuh
Design heat load
11342
Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
Heating
Coolina
Area (ft2)
698
698
Volume (ft')
7350
7350
Air changes/hour
0.46
0.20
Equiv. AVF (cfm)
56
25
Heatina Equipment. Summary
'
Make Trane
Trade E. XE 1200 Weathertron
2TVVR2018A
Efficiency
6.9
HSPF
Heating input
Heating output
22000
Btuh @ 470F
Heating temp rise
0
OF
Actual heating fan
0
cfm
Heating air low'actor
0.000
cfm/Btuh
Space thermostat
Summer Design Conditions
Outside db
Inside db
Design TO
90
75
15
OF
OF
OF
Daily range
Relative humidity
Moisture difference
L
50
61
%
gr/lb
Sensible Cooling Equipment Load Sizing
Structure
9421
Btuh
Ventilation
410
Btuh
Design temperature swing
3.0
°F
Use mfg. data
Rate/swing multiplier
1.06
Total sens. equip. load
9831
Btuh
Latent Cooling Equipment Load Sizing
Internal gains
400
Btuh
Ventilation
1040
Btuh
Infiltration
1049
Btuh
Total latent equip. load
2839
Btuh
Total equipment load
12670
Btuh
Reg. total capacity at 0.75 SHR
1.1
ton
Cooling Equipment Summary
v
Make Trane
Trade E. XE'1200 Vvleathertron
2TWR2018A
TWE018P13
Efficiency
12.0 SEER
Sensible cooling
13400
Btuh
Latent cooling
4500
Btuh
Total cooling
17900
Btuh
Actual cooling fan
600
cfm
Cooling air flow factor
0.064
cfm/Btuh
Load sensible heat ratio 78 %
Boldltalle values have been manually overtidden
Printout Certified by ACCA to meet a!! requirements of fhanual J 8th Ed
..t_.. wnghtsoft Right -Suite Residentlal J85.8.17RSR27995 2005-Sep-3008:18:00
ACCA C:Wy DocumentslWrighlsofl HVACISE RESIDENCE-CLASSIC.np Colo -MA Orientation=E Page
Right -A Worksheet Job: CLASSIC COOLING
p UNIT THREE Bate: W2rx4/2005
S. E. RESIDENCE y
W W W ENTERPRISES 8 SON INC, FT. PIERCE, FL 34945 Phone: 772-4659373 Faz 7721657732
1
Room name
UNIT THREE
BATH 2
2
Exposed wall
75.0 ft
26.0 It
• 3
4
Ceiling height
Room dimensions
10.5 ft P
9.0 It heat/cool
15.0 x 11.0 ft
5
Room area
697.5 ft-
165.0 fit -
Ty
Construction
number
U-value
(BtuhM-•F)
Or
HTM
(Btuhl"
Area (01
or perimeter (ft)
Load
(Btuh)
Area (ft7
or perimeter (ft)
Load
(Btuh)
Heat
Cool
Gross
N/P!S
Heat
Cool
Gross
N/PfS
Heat
Cool
6
N!
12E-Osw
0.068
n
1.90
1.05
0
0
0
0
0
0
0
0
-G
1A-h1ob
1.080
n
30.24
31.76
0
0
0
0
D
0
0
D
Vrl
13A-4ocs
0.143
n
4.00
2.00
297
281
1125
563
99
83
332
166
T-G
1A-h1ob
1.080
n
30.24
31.75
16
0
484
508
16
0
454
508
11
VH
13AAocs
0.143
ne
4.00
1.07
64
48
193
52
0
0
0
0
1A-hlob
1.080
ne
30.24
55.70
0
0
0
D
0
0
0
0
��GG
1A-h1ob
1.08D
ne
30.24
55.46
15
0
467
857
0
0
0
0
Vh12E-Daw
0.068
a
1.90
0.66
0
0
0
0
0
0
0
0
10A-b
0.970
a
27.16
54.76
0
D
0
0
0
0
D
0
1A-hlomd
1.270
a
35.56
84.60
0
0
0
0
0
0
0
0
to-hlob
1.080
a
30.24
82.04
0
0
0
0
0
0
0
0
W
13AAocs
0.143
a
4.D0
1.27
108
76
306
97
0
0
0
0
�--G
10A-b
.970
a
27
.24
57.13
D
0
0
0
0
0
D
0
IA-hlob
1 .080
a
30.16
74.29
0
0
0
0
0
0
0
0
1A-h10b
1.080
a
30.24
DIAS
32
4
962
2677
0
D
0
0
1A-hlob
1.080
a
30.24
77.48
0
0
0
0
0
D
0
0
V/1
12E-Dsw
0.068
se
1.90
1.05
0
D
D
0
0
D
0
0
L-G
iB-clfm
1.130
se
31.64
102.69
0
0
0
D
0
0
0
0
Y)1
13AAocs
0.143
se
4.DD
1.90
0
0
D
0
0
D
0
0
Y-G
1A-h1ob
1.080
se
30.24
65.17
0
0
0
0
0
D
0
D
W
12E-Om
0.068
s
1.90
0.78
0
D
0
D
0
0
0
D
13AAocs
0.143
s
4.00
1.36
0
0
0
0
0
0
0
0
1A-h1ob
1.080
s
30.24
46.40
0
0
0
0
0
0
0
0
IA-hlob
1.080
s
30.24
46.40
0
0
0
0
0
0
0
0
W
12B-Dsw
0.097
s
2.72
2.35
0
0
0
0
0
0
D
D
W
IG
12E-Osw
1A-hlob
0.068
1.080
w
w
1.90
30.24
1.99
90.32
0
0
0
D
0
0
0
0
0
0
0
0
0
0
0
0
13A-4ocs
0.143
w
4.00
3.52
303
287
1149
1010
135
135
541
475
lA-h1ob
1.080
w
30.24
90.32
16
3
484
1291
0
0
0
0
1Aclobd
1.080
w
30.24
109.06
0
0
0
0
0
0
0
0
1A-htob
1.080
w
30.24
90.32
0
0
0
0
0
0
0
D
yl
12B-Dsw
0.097
w
2.72
4.70
0
0
0
0
D
0
0
0
11NO
0.350
w
9.80
19.95
0
0
0
0
D
0
0
0
-O
C
168-30ad
0.032
-
0.90
1.68
244
244
218
409
150
150
134
252
F
22A-tph
1.358
-
38.02
0.00
698
75
2852
0
165
26
989
0
Envelope loss/gain
8239
7463
2480
1401
12
a) Infiltration
1738
414
527
126
b Ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
2
46D
0
0
Appliances @ 1200
0
0
0
0
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
D
0
0
0
14
Subtotal
9977
8337
3007
1527
15
Dud loads
6%
13%
599
1084
6%
13%1
ISDI
198
Total room load
10576
9421
3187
1725
Air required (crm)
0
ODD
0
110
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
wnCJHV1 0Vt Right -Suite Residen9aIJ85.8.17RSR27995 2DDSSep-3008:16:00
ACC C.WyDocumentslWrightsoft HVAC1SERESIDENCE-CLASSIC.np Celc=MJS Orientation=E Page
Right -A Worksheet
o UNIT THREE
S. E. RESIDENCE
'WWW ENTERPRISES & SON INC, FT. PIERCE, FL 34M Phone: 772-465-9373 Fax: 772-465-7732
Job: CLASSIC COOLING
Date: 5/24/2005
By: WG
1
Room name
TOILET
WIC
2
Exposed wall
3.0 ft
6.0 ft
3
Ceiling height
9.0 It hest/cool
9.0 ft heat/cool
4
Room dimensions
7.0 x 3.0 It
10.0 z 8.0 ft
5
Room area
21.0 ft2
60.0 ft
Ty
Construction
t1-value
Or
HTM
Area (ft')
Load
Area (111
Load
number
(Btuh/ft2-F)
(Btuh/ft2)
or pedmeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
NIPIS
Heat
Cool
Gross
NIPIS
.Heat
Cool
6
W
L.-.G
12E-0sw
0.068
n
1.90
1.05
0
0
0
0
0
0 0
0
1A.hlob
1.080
n
30.24
31.76
0
D
0
0
0
0 D
0
.:
17!
13A-4ocs
0.143
n
4.OD
2.00
27
27
108
64
54
54
216
ios
T-G
to -blob
1.080
n
30.24
31.75
0
0
0
0
0
0
0
0
11
W
13A-loc9
0.143
ne
4.00
1.07
.10
0
0
D
0
0
0
0
1A-h1ob
1.080
ne
30.24
55.70
0
0
0
0
0
0
0
0
1A-h1ob
1.080
ne
30.24
55.46
0
D
0
0
D
0.
0
0
Vb12E-Osw
0.068
e.
1.90
0.66
0
0
0
0
0
0
0
D
10A-b
0.970
a
27.16
54.76
0
0
0
0
0
0
0
0
lA-htomd
1.270
a
35.56
84.60
0
0
0
0
0
D
0
0
to-htob
1.08D
a
30.24
82.04
0
0
0
0
0
0
0
0
W
13A-4ocs
0.143
a
4.00
1.27
0
0
0
0
0
0
0
0
DA-b
1A-hl
0
a
27.16
57.29
0
0
0
D
0
0
0
0
1
1..97
080
a
30.24
74.13
0
0
0
•0
0
0
0
0
1A-hlob
1.080
a
30.24
91.15
0
0
0
0
0
0
0
0
1A-htob
1.080
a
30.24
77.48
0
0
0
0
0
0
D
0
12E-Osw
0.068
se
1.90
1.05
0
0
0
0
0
0
0
0
1B-clfm
1.130
se
31.64
102.69
0
0
0
0
0
0
0
0
W
L-G
13A-4ocs
0.143
se
4.01)
1.90
0
D
0
0
0
0
0
0
1A-h1ob
1.080
se
30.24
65.17
0
0
0
0
0
0
0
0
I
W
12E-0sw
0,068
s
1.90
0.78
0
0
0
0
0
0
0
0
13A-4ocs
0.143
s
4.00
1.36
0
0
0
0
0
0
0
0
1A-h1ob
1.080
s
30.24
46.40
0
0
0
0
0
0
0
0
1A-hlob
1.080
s
30.24
46A0
0
0
0
0
0
0
0
0
W
12B-Osw
0.097
s
2.72
2.35
0
0
0
0
0
0
0
0
Y-G
12E-Osw
0.068
w
1.90
1.99
0
0
0
0
0
0
0
0
1A-h1ob
1.080
w
30.24
90.32
0
0
0
0
0
0
0
0
13A4ocs
0.143
w
4.00
3.52
0
0
0
0
0
0
0
0
1A-hlob
1.080
w
30.24
9D.32
0
0
0
0
0
0
0
0
1AtIobd
1.080
w
30.24
109.06
0
0
0
0
0
0
0
D
Wilob
1.080
w
30.24
90.32
0
0
0
0
0
0
0
0
1213-Osw
0.007
w
2.72
4.70
0
0
0
0
0
0
0
0
11NO
0.35D
w
9.8D
19.95
0
D
0
0
0
0
D
0
C
16B-30ad
0.032
-
0.90
1.68
0
0
0
0
0
0
0
0
F
22AAph
1.358
-
38.D2
0.00
21
3
114
0
60
a
228
0
Envelope loss/gain
222
64
4"
108
12
a) Infiltration
81
14
122
29
b) Ventilation
0
0
0
0
13
Internal gains: Ocoupants a 230
0
0
0
p
Appliances 1200
0
p
0
0
Less external load
D
0
0
D
Less transfer
0
0
0
0
Redistribution
D
D
0
0
14
Subtotal
283
69
556
137
15
Dud loads
6%
13%1
17
9
8%
13%
341
18
Tofal mom load
300
77
600
155
i
Air required (cfm)
0
5
D
1D
Printout certified by ACCA to meet all requirements of Manual J 8th Ed
c. wtrsa,3F1t5oTt Right -Suite Residential J85.8.17RSR27995 2005-Sep-3008:18:00
��+ C:Wy Docuntents Wdghtsoft HVACiSE RESIDENCE-CLASSIC.np Celc - We Orientation - E Page 6
Right -A Worksheet
UNIT THREE
S. E. RESIDENCE
W W W ENTERPRISES & SON INC. FT. PIERCE. FL 34945 Phone: T72-465-9373 Fax: 772-465-7732
Job: CLASSIC COOLING
Date: 5124/2005
By: WG
1
Room name
BEDRM 2
STAIRS
2
Exposed wall
32.0 It
8.0 ft
3
Ceiling height
9.0 ft heaVmol
21.0 ft heat/cool4
Room dimensions
1.0 x 347.5 ft
8.0 x 11.0 It
5
Room area
347.5 1P
88.0 It.
Ty
Construction
U-value
Or
HTM
Area
Load
Area (111
Load
number
(Btuhtff.'F)
(BNht"
or part eter (it)
(Btuh)
orperimeter (ft)
(Btuh)
Heat
Cool
Gress
N/P/S
Heat
Cool
Gross
NIP/S
Heat
Cool
6
Vy
12E-Osw
0.068
n
1.90
1.05
0
0
0
0
0
0
0
0
�--G
IA-hlob
1.080
n
3D.24
31.75
0
0
0
0
D
0
D
D
13A-4ocs
0.143
n
4.00
2.00
117
117
468
234
0
0
0
0
1A-htob
1.081)
n
30.24
31.75
0
0
0
0
0
0
0
0
11
Vy
13A4om
D.143
ne
4.00
1.07
64
48
193
52
0
0
0
0
1A-h1ob
1.080
ne
30.24
55.70
0
0
0
0
0
0
0
0
��-.CG
1A-htob
1.080
ne
30.24
55.46
15
0
467
857
0
0
0
0
0.068
a
1.90
0.66
0
0
0
0
0
0
0
0
N12E-Osw
10A-b
0.970
a
27.16
54.76
0
0
0
0
0
0
0
0
IA-hlomd
1.270
a
35.56
84,6D
0
0
0
0
0
0
0
0
1A-htob
1.080
a
30.24
82.04
0
0
0
0
0
0
0
0
13A-4ocs
0,143
a
4.OD
1.27
108
76
305
97
0
0
0
D
1OA-b
0.97D
a
27.16
57.29
D
D
0
D
' 0
D
0
0
1A-hlob
1.080
a
30.24
74.13
0
0
0
0
D
D
0
D
1A-hlob
1.D80
a
30.24
91.15
32
4
962
2677
0
0
0
D
1A-h1ob
1.080
a
30.24
77.48
0
0
0
0
0
0
0
0
IN
12E-Osw
0.068
se
1.9D
1.05
0
0
0
0
0
0
0
0
1B-cl rm
1.130
se
31.64
102.59
0
0
0
0
0
0
0
0
--,,
w
13A-4ocs
0.143
se
4.00
1.90
0
0
0
0
0
0
0
0
I--G
1A-hlob
1.08D
se
30.24
65.17
0
D
0
0
0
0
0
0
w
12E-Osw
0.068
s
1.90
0.78
0
0
0
0
0
0
0
0
w
13A4ocs
0.143
s
4.00
1.36
0
0
0
0
0
0
0
0
to-hiob
1.080
s
30.24
46.40
0
D
D
0
0
D
0
0
1A-h1ob
1.080
s
30,24
46.40
0
0
0
0
0
0
0
0
W
128-Osw
0.097
s
2.72
2.35
D
0
0
0
0
0
0
0
W
I-G
12E-0sw
to-hiob
0.068
w
1.90
1.99
0
0
0
0
0
0
0
0
1.080
w
30.24
90.32
0
0
0
0
0
0
0
0
13A-4ocs
0.143
w
4,00
3.52
0
0
0
0
108
152
009
535
14
1A-hlob
1.080
w
30.24
90.32
0
0
0
0
16
3
484
1291
IA-clobd
1.080
w
30.24
109.06
0
0
0
D
0
0
D
0
to-hiob
1.080
w
3D24
90.32
0
0
0
0
0
D
0
0
IW
128-Osw
0,097
w
2.72
4.70
0
0
0
D
0
0
0
0
L-U
11ND
0.350
w
9.80
19.95
O
0
0
0
0
0
D
0
C
16B-30ad
0.032
-
0.90
1.68
94
94
84
157
0
0
0
0
F
22A-tph
1.358
-
38.02
0.01)
348
32
1217
0
88
8
304
0
Envelope lossigain
3698
4076
1397
1825
12
a) Infiltration
650
155
378
90
b) Ventilation
0
0
1
0
0
13
Internal gains: Occupants (P 230
2
460
0
0
Appliances W 1200
0
0
0
0
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
4346
4688
1775
1915
15
Duct loads
S..13%
261
610
6%
13%
107
249
Total mom load
4607
5289
1882
2164
Air required (c1m)
0
337
01
138
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
wrs471HMoft Right -Suite Residential J85.8.17 RSR27995 2D05-Sep4D 08:18:00
ACCh C:1My DocumenlslWrigtasoa HVACISE RESIDENCE-CLASSIC.np Cale -MJ8 Orientation -E Page
Right-J8 Worksheet
o UNIT THREE
S. E. RESIDENCE
' W W W ENTERPRISES & SON INC, FT. PIERCE, FL 34945 Phone: 772465-9373 Fax: 772-465-7732
Job: CLASSIC COOLING
Date: 6124120DS
By: WG
1
Room name
PANTRY
2
Exposed wall
0.0 It
3
Ceiling height
10.0 R heatlrool
4
Room dimensions
4.0 x 4.0 It
5
Room area
16.0 IF
Ty
Construction
U-value
Or
HTM
Area (it-)
Load
Area
Load
number
(Btuh1It °F)
(Btuhtft�
or perimeter (ft)
(Btuh)
or perimeter
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
NIP/S
Heat
Cool
6
W
12E-Osw
0.068
n
1.90
1.05
0
0
0
0
I--G
1A-h1ob
1.080
n
30.24
31.75
0
0
0
0
13A4ocs
0.143
n
4.00
2.00
0
0
0
0
1A-hiob
1.080
n
30.24
31.76
0
0
0
0
11
W
13A4ocs
0.143
ne
4.00
1.D7
0
D
0
0
Eg1A-hlob
1.080
ne
30.24
55.70
0
0
0
0
1A-h1ob
1.080
ne
30.24
55.46
0
0
0
0
W
12E-Osw
0.068
a
1.90
0.66
0
0
0
0.
1 OA-b
0,970
a
27.16
54.76
0
0
0
0
IA-hlomd
4.270
a
35.56
84.60
0
0
0
0
1A-hlob
1.080
a
30.24
82.04
0
0
0
0
13A4om
0.143
a
4.00
1.27
D
0
0
0
10A-b
0.970
a
27.16
57.29
0
0
0
0
1A-hlob
1.08D
a
30.24
74.13
0
0
0
0
1A-h1ob
1.080
a
30.24
91.15
D
0
0
0
1A-hlob
1.080
a
30.24
77.48
D
0
0
0
W
12E-Osw
0,068
se
1.90
1.05
0
D
0
0
L---G
1B-clfm
1.130
se
31.54
102.69
0
0
0
0
W
13A4oc5
0.143
se
4.00
1.90
0
0
0
0
I--G
1A-h1ob
1.080
se
30.24
65.17
0
0
0
0
W
12E-Osw
0.066
s
1.90
0.78
0
0
0
0
W
13A4ocs
0.143
s
4.00
1.36
0
.0
0
0
IA-hlob
1.080
s
30.24
46.40
0
0
0
0
1A-hlob
1.080
s
30.24
46.40
0
0
0
0
W
128-0sw
0.097
s
2.72
2.35
0
0
0
0
W
L--G
12E-Osw
0.068
w
1.90
1.99
0
0
0
0
IA-hiob
1.080
w
30.24
90.32
0
0
0
0
Vh13A-4ocs
0.143
w
4.00
3.52
0
0
0
0
1A-hiob
1.080
w
30.24
90.32
0
0
0
0
1A-ctobd
1.080
w
30.24
109.06
0
0
0
0
IA-hiob
1.080
w
30.24
90.32
0
0
0
0
W
12B-Osw
0,097
w
2.72
4.70
0
0
0
a
L-D
11NO
0.350
w
9.80
19,95
0
0
0
0
C
16B-30ad
0.032
-
0.90
1.68
0
0
0
0
F
22A-tph
1.358
-
38.02
0.00
16
0
0
D
Envelope loss/gain
0
0
12
a) Infiltration
0
0
b) Ventilation
0
0
13
Internal gains: Occupants @ 230
0
0
Appliances 1200
0
0
Less extemal load
0
0
Less transfer
0
0
RedisMbution
0
0
14
Subtotal
0
0
1511
Duct loads
60/
13%
0
0
Total room loetl
0
0
i
Air requlretl (c1m)
0
0
Printout certified by ACCA to meet all requirements of Manual J 8th Ed
wrsg htSoR Right -Suite Residential JS 5.8.17 RSR27995 2005Sep-Sep08:
=MJS Orientation Page
18:00 '1C� C:WyDocumentslWrightsoft HVAC1SERESIDENCE-CLASSIC.np Cale -
Job M CLASSIC COOLING
Performed by WG for:
S.E. RESIDENCE
12075 s INDIANRNER DR.
FT. PIERCE, FL
Sheet 1
S. E.
V NNN ENTERPRISES & SON INC
FT. PIERCE, FL 34945
Phone:772-465-9373 Fax:772-465-7732
Scale: 1 : 132
Page 1
Right -Suite Residential A
5.8.17 RSR27995
2005-Sep-3D 08:17:36
DooumentsMightsoft H%
Job #: CLASSIC COOLING
Performed by WG for:
S.E. RESIDENCE
12075 s INDIANRIVER DR.
FT. PIERCE, FL
S. E. RESIDENCE
WWW ENTERPRISES & SON INC
FT. PIERCE, FL 34945
Phone:772-465-9373 Fax!772-465:7732
Scale: 1 : 132
Page 1
Right -Suite Residential J8
5.8.17 RSR27995
2005-Sep-30 08:17:36
r Documents%Wrightsoft 0
Job M CLASSIC COOLING
Performed by WG for:
S.E. RESIDENCE
12075 s INDIANRIVER DR.
FT. PIERCE, FL
SECOND FLOOR
U STAIRS
F-3 dm
M CLT1
MSTR BATH
<5 cfm
cfm 252 dm
MSTR SUITE
MCLT2
M TOILET 'r-j W 252 dm
S. E. RESIDENCE
WWW ENTERPRISES & SON INC
FT. PIERCE, FL 34945
Phone:772-465-9373 Fax:772-465-7732
Scale: 1 : 132
Page 2
RighlSuite Residential J8
5.8.17 RSR27995
2005-Sep-30 08:17:36
Documenls%WdghtsoR H\
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
CONSTRUCTION PERMIT
CONSTRiICTION PERMIT FOR:
[ X INew System [ ]Existing System [ ]Holding Tank
[ ]Repair [ ]Abandonment [ ]Temporary
APPLICANT: Evinrude, Sharon AGENT:STEPHEN
BROWN
CENTRAX #: 56-SF-08253
DATE PAID:
FEE PAID $
RECEIPT
OSTDSNBR : 05-0340- -N
Innovative Other
PROPERTY STREET ADDRESS: 12075 S Indian River Dr Jensen Beach FL 34957
LOT: 10/11 BLOCK: SUBDIVISION:
PROPERTY ID #: ---
[OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E-6,FAC
DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR.ANY SPECIFIC TIME
PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT,
REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS
PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM
COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT.
SYSTEM DESIGN AND SPECIFICATIONS
T [ 1200 ]Gallons SEPTIC TANK
A [ 0 ]Gallons
N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY
K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0
MULTI-CHAMBERED/IN SERIES: [Y ]
MULTI-CHAMBERED/IN SERIES: [Y ]
]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ]
D [ 625 ] SQUARE FEET
PRIMARY DRAINFIELD SYSTEM 9ai X
'/a C,6141l • V OV / l
R [ 0 ]SQUARE FEET
SYSTEM
v
A TYPE SYSTEM: - [
Y ]STANDARD
[ N ]FILLED
[ N ]MOUND [ N ]
I CONFIGURATION: [
N ]TRENCH
[ Y ]BED
[ N ]
N
F LOCATION TO BENCHMARK: Top of Wooden
Well House @ SE Corner of Property
I j,ELEVATION OF PROPOSED
SYSTEM SITE [
] [ INCHES ]
[ ABOVE]BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD.TO
BE [
73.0 ] [ INCHES ]
[ ABOVE] BENCHMARK/REFERENCE POINT
L
D FILL REQUIRED:[ 0.0
]INCHES EXCAVATION REQUIRED: [
0.0 ] INCHES
OTHER REMARKS:
The licensed contractor installing the system is responsible for installing the minimum
category of tank in accordance with s. 64E-6.013(3)(f), FAC.
There's to be 61' - 18" cover on -top of drainfield.
Bottom of drainfield to be no more than 30" below existing grade at time of inspection.
Drainfield to be installed running parallel with Indian River Drive due to slope of
property.
SPECIFICATIONS BY: POLISSKY. JODI
TITLE:
FILE COPY
APPROVED BY: Polissky, Jodi ) TITLE: Environmental Spec St. Lucie CHD
DATE ISSUED: 6/10/D5 EXPIRATION DATE: 12/10/06
DH 4016, 03/97 (Obsoletes previous editions which may not be used)
(Stock Number: 5744-001-4016-0) ronsds cone 4nn-11 I ..a o
� n,e
4 STATE OF FLORIDA
DEPARTMENT OF HEALTH
. •.. ONSITE SEWAGE DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SP
APPLIeANT: Evinrude, Sharon
AGENT: STEPHEN BROWN
LOT: 10/11 BLOCK: SUBDIVISION:
CENTRAX #: 56-SF-08253
OSTDSNBR : 05-0340-N
PO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,
'4iRT PROVIDE REGTSTRATTON NUMBER AND SIGN AND SEAT,A H PArP,
OR OTHER QUALIFIED PERSON. ENGINEER'S
OF qTTRTVrTTrhT. rOMPT.P.-PP,AT,L T M
PROPERTY SIZE CONFORMS TO SITE
PLAN:[X]YES [ ]NO
NET
USABLE AREA AVAILABLE: 3.10 ACRES
rOTAL ESTIMATED SEWAGE FLOW:
500 GALLONS
PER DAY
[64E-6, TABLE 11
AUTHORIZED SEWAGE FLOW:
4650 GALLONS
PER DAY
[1500GPD/ACRE OR 2500GPD/ACRE]
7NOBSTRUCTED AREA AVAILABLE:
3000 SQFT
UNOBSTRUCTED AREA REQUIRED: 1250 SQFT
BENCHMARK/REFERENCE POINT LOCATION: Top of Wooden Well House ® SE Corner of Property
ELEVATION OF PROPOSED SYSTEM SITE IS 103.00 [ INCHES ] [ ABOVE ]BENCHMARK/REFERENCE POINT
CHE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES:
SURFACE WATER: 75+ FT
DITCHES/SWALES: 15
FT NORMALLY WET?
[ ]YES
[ X
NO
SELLS: PUBLIC: N/A FT
LIMITED USE: N/A
FT PRIVATE: 75+ FT NON -POTABLE:
50+
FT
BUILDING FOUNDATIONS:
5 FT PROPERTY
LINES:
5 FT POTABLE WATER
LINES:
N/A
FT
SITE SUBJECT TO FREQUENT
FLOODING: [ ]YES
[ X ]NO
10 YEAR FLOODING?
[ ]YES
[ X
NO
10 YEAR FLOOD ELEVATION FOR SITE: 0 FT
NGVD
SITE ELEVATION:
0 FT
NGVD
SOIL PROFILE INFORMATION SITE 1
Munsell #/Color Texture Depth
1nVR-4/1-n rV Rand n to 11
1nVR-7/1-T. rV Sand 11 to 11
10VR-A/1-WF. Sand 1A to 77
to
_ to
t0
to
to
USDA SOIL SERIES: 42 St. Lucie sa
SOIL PROFILE INFORMATION SITE 2
Munsell'#/Color Texture Depth
1nYR-4/1-n RV Rand n to 12
10YR-7/1-T. rV Rand 12 t0 1R
1 nVR-A/1-WF. Rand 1A to
to
—
to
to
to
to
USDA SOIL SERIES: 42 St. Lucie sa
)BSERVED WATER TABLE: 80.00 INCHES [ BELOW ] EXISTING GRADE TYPE: [APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION:80.00 INCHES [ BELOW ] EXISTING GRADE.
SIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 INCHES
'OIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:Sand/0.80 I DEPTH OF EXCAVATION:
)RAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECIFY)
ZEMARKS/ADDITIONAL CRITERIA:
0.0 INCHES
'ITE EVALUATED BY: JOHN HANSON DATE: 6/6/05
)H 4015, 03/97 (Obsoletes previous editions which may not be used)
Stock Number: 5744-003-4015-1) [ostda eval 4015-3]
Page 3 of 3
APPLICATION FORt
New System
[ ] Repair
APPLICANTS
•r
STATE rOf FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE DISPOSAL SYSTEM
APPLICATION FOR CONSTRUCTION PERMIT
,l
[ ]
Existing System
Abandonment
PERMIT NO. \- Y / J)�, ,rJn
DATE PAID: 5 / D
FEE PAID:
RECEIPT if: �
[ ] Holding Tank [ ]
[ 1 Temporary [ /]
Innovative
�0
AGENT: ( A 5P WC' t �2��4-- �6 C
C TELEPHONES
MAILING ADDRESS: 4-,A 9 �EA5-r ��'� J"l CS-7 � �2� �`/�,
saaaaaaaa.a—_��—_aaaaaaaaaaaasaxss=�—+++-•-asxaxa=++---aa�s�xssssasxxxaaaaaaaaaaaaa
TO SE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED
BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES.
aaaaa�sxsss- ss2sssassssmssssxxsaaaaaaaassass-asasasaar_aacssaosaaasxaa
PROPERTY INFORMATION
g Q, 5(>' t_oT LOT: Lfh , BLOCK: SUBDIVISION: F�� IS ((� PLATTED: MA
PROPERTY ID #i
ZONINGS I/M OR EQUIVALENT: [ Y / N0]
PROPERY SIZE: 3ACRES WATER SUPPLY: [\)�] PRIVATE PUBLIC [ ]<a2000GPD [ ]>2000GPD
IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y N ] .DISTANCE TO SEWERtJ220-�FT
PROPERTY ADDRESS: �G• ' �l lAo„} \\i 1'�•-• (21yE
- DIRECTIONS TO PROPERTY: �Q.s-�.:., bi� tA-,0LcW4 RoAlk�, o Ii'�1Dk&J
��k vlcrt Q CG t I J i ( iv S tR
BUILDING INFORMATION [] RESIDENTIAL [ ] COMMERCIAL
Unit Type of No. of Building Commercial/Institutional System Design
NO Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC
z r ;•��
a
3
4 r
[ ] Floor/77.
ant Drains Oth4T (Specify) ,41 0 G? /A-�-^'
,.
SIGNATURE: C-��{ °O Nn3 I f E DATE:„ ,"'•,5 S Q!5%
DH 4015, 1,0/97 age viedi ous t: ns maybe used) I /
Page 1 of 3
Stock Number: 7 4015-1
APPLICATION FOR: Check type of permit, if "Other" specify type In blank.
,APPLICANT: Property owners full name.
AGENT: Property owners legally authorized representative.
TELEPHONE: Telephone number for applicant or agent.
MAILING ADDRESS: P.O. box orstreet, city, state and zip code mailing address for applicant or agent.
-LOT, BLOCK,
Lot, block, and subdivision for lot (recorded or unrecorded subdivision). If lot is not in a
SUBDIVISION:
recorded subdivision, a copy of the lot legal description or deed must be attached.
DATE OF SUBDIVISION:
Official date of subdivision recorded in county plat books (month/day/year) or date lot
originally recorded. Dividing an approved lot into two or more parcels for the purpose of
conveying ownership shall be considered a subdivision of the lot.
PROPERTY ID#:
27 character number for property. CHD may require property appraiser ID # or
sectionttownship/range/parcel number.
ZONING:
Specify zoning and whether or not property is in I/M zoning or equivalent usage.
PROPERTY SIZE:
Net usable area of property in acres (square footage divided by 43,560 square feet)
exclusive of all paved areas and prepared road beds within public rights -of way or
.easements and exclusive of streams, lakes, normally wet drainage ditches„ marshes, or
other such bodies of water. Contiguous unpaved and non -compacted road rights -of -way
and easements with no subsurface obstructions may be included in calculating lot area.
WATER SUPPLY: Check private or public <= 2000 gallons per day or public a 2000 gallons per day.
SEWER AVAILABILITY Is sewer available as per 381.0065, Florida Statutes, and distance to sewer in feet.
PROPERTY ADDRESS: Street address for property. For lots without an assigned street address, indicate street
or road and locale in county.
DIRECTIONS: Provide detailed instructions to lot or attach an area map showing lot location.
BUILDING INFORMATION: Check residential or commercial.
TYPE ESTABLISHMENT: List type of establishment from Table II, Chapter 10D-6, FAC. Examples: single family,
single wide mobile home, restaurant, doctors office.
NO. BEDROOMS: Count all rooms designed primarily for sleeping and those areas expected to routinely
provide sleeping accommodations for occupants.
BUILDING AREA: Total square footage of enclosed habitable area of dwelling unit, excluding garage,
carport, exterior storage shed, or open or fully screened patios or decks. Based on
outside measurements for each story of structure.
BUSINESS ACTIVITY: For commercial/institutional applications only. List number of employees, shifts, and
hours of operation, or other information required by Table II, Chapter 10D-6, FAC.
FIXTURES: Mark Floor/Equipment Drains or Others and specify item or "NA" if not applicable.
SIGNATURE / DATE: Signature of applicant or agent. Date application submitted to the CHD with appropriate
fees and attachments.
ATTACHMENTS: A site plan drawn to scale, showing boundaries with dimensions, locations of residences or
buildings, swimming pools, recorded easements, onsite sewage disposal system components and location, slope of
property, any existing or proposed wells, drainage features, filled areas, obstructed areas, and surface water. Location of
wells, onsite sewage disposal systems, surface waters, and other pertinent facilities orfeatures on adjacent property, if
the features are with 75 feet of the applicant lot. Location of any public well -within 200 feet of lot. For residences, a floor
plan (residences) showing number of bedrooms and building area of each unit. For nonresidential establishments, a floor
plan showing the square,footage of the establishment, all plumbing drains and fixture types, and other features necessary
to determine composition and quantity of wastewater.
STATE OF FLORIDA PERMIT #
DEPARTMENT OF HEALTH
ONSITE SEWAGE DISPOSAL SYSTEM'
SITE EVALUATION AND SYSTEM SPECIFICATIONS
APPLICANT: ^�(�.{7.f71.� CW1sS Cd t,t�S E:_ AGENTsC--�i-�l%rJ
LOT:''br [,. SOr ,BLOCK: SUBDIVISIONS
PROPERTY ID #: �1 ' 3 a\ [section/Township/Range/Parcel No. or Tax M)eNumber]
W
r5
SO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S, MUST
PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS.
PROPERTY SIZE CONFORMS TO SITE PLAN: N/j YES [ ] NO NET USABLE AREA AVAILABLE: ?7. ACRES
TOTAL ESTIMATED SEWAGE FLOW: CJ GALLONS PER DAY [RESIDENCES -TABLE 1 / OTHER -TABLE 21
AUTHORIZED SEWAGE FLOW: 1 GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE]
UNOBSTRUCTED AREA AVAILABLE: tv SQFT UNOBSTRUCTED AREA REQUIRED: SQFT
Itk c.". N. W_ ' zN -sa
BENCHMARK/REFERENCE POINT LOCATION: Ak 2 �.ir-- $ k 2 -L, S-1 ..
ELEVATION OF PROPOSED SYSTEM SITE IS
[INCHES/FT]
POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES:
SURFACE WATER: �T DITCHES/SWALES: �`r FT NORMALLY WET? [ ] YES [>�NO
WELLS: PUBLIC: /.[ T LIMITED USE: FT PRIVATE: 'Z S "t FT NON -POTABLE: 1-. FT
BUILDING FOUNDATIONS: �] FT PROPE TY LINES:_ FT POTABLE WATER LINES: -FT
SITE SUBJECT TO FREQUENT FLOODING: [ ] YES ,[ ] NO 10 YEAR FLOODING? [ ] YES [ ] NO
10 YEAR FLOOD ELEVATION FOR SITE:FT MSL/NGVD" SITE ELEVATION: FT MSL/NGVD
SOIL PROFILE INFORMATION SITE 1
Munsell-#/Color Texture Depth
to
to
to
to
to
to
USDA SOIL SERIES.
I
OBSERVED WATER TABLE: INCHES [ABOVE /
ESTIMATED . WET 'SEASON WATER TABLE ELEVATION:
HIGH WATER' TABLE VEGETATION: [ ];..YES: [ ] NO
SOIL TEXTURE/LOADING RATED
DRAINFIELD CONFIGURATION`:'
REMARKS/ADDITIONAL CRIT0
SITE EVALUATED.EY
DH 4016, 10196 (Replaces HRS-H Form 4015 (Page 31 which i
(Stock Number: 5744-003-4015-1)
SOIL PROFILE'INFORMATION SITE 2
Munsell #/Color Texture Depth
to
to
to
to
to'.
to
to
to
to
USDA SOIL SERIES:
I ISTING GRADE. TYPE: [PERCHED / APPARENT]
F® INCHES [ ABOVE / BELOW ] EXISTING GRADE.
'TLING: [ ] YES [ ] NO DEPTH: ' INCHES
DEPTH OF EXCAVATION: INCHES
[ ] OTHER (SPECIFY)
Page 3 of 3
INSTRUCTIONS:
PERMIT NUMBER
APPLICANT:
AGENT:
LOT, BLOCK, SUBDIVISION:
PROPERTY ID NUMBER:
PROPERTY SIZE:
Permit tracking number by County Health Department,.
Property owner's full name.
Property owner's legally authorized representative.
Lot, block, and subdivision for lot.
27 character number for property (property appraiser ID number or section/township/range/parcel number).
Check if property at site conforms to submitted site plan. Record net usable area available - lot area exclusive of
all paved areas and prepared road beds within public rights -of -way or easements and exclusive of streams, lakes,
normally wet drainage ditches, marshes, or other such bodies of water.
SEWAGE FLOW: Record the estimated sewage Bow for the establishment from Table I (residence) or Table 2 (non-residential),
Chapter I OD-6, FAC. Record the authorized sewage flow for the lot based on net usable area and water supply
(1500 gallons per day per acre for private water supplies and2500 gpd per acre for public water supplies). If
authorized sewage Bow does not equal or exceed the estimated sewage Bow, the application must be denied.
UNOBSTRUCTED AREA: Record'the square feet of unobstructed area available and the amount required. Unobstructed area must be at
least 2 times as large as the drainfield absorption area and at least 75 percent of the unobstructed area must meet
minimum setbacks in Chapter IOD-6, FAC. The unobstructed area must be contiguous to the drainfield.
BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevation. Record the
elevation of the proposed system site in relation (above or below) to the benchmark.
MINIMUM SETBACKS: Record minimum setbacks which can be meet to all listed features. Actual measurements must be recorded or
"NA" for nonapplicable features. 'Features on site plan or within 75 feet of the applicant lot must be measured.
The location of any public drinking well within'200 feet of the applicant's lot must also be verified.
FLOOD INFORMATION: Record information on lot's subject to flooding. For lots subject to flooding record 10 year flood elevation for
site and actual site elevation.
SOIL PROFILE INFORMATION: Two soil profiles within the proposed absorption area to a minimum depth of 6 feet or refusal are required. Soil
identification will use USDA Soil Classification methodology (Munsell colors and USDA soil textures). Refusals
must be clearly documented. Provide USDA soil series if available, record "UNK" if the series cannot be
determined,
WATER TABLE: Record the depth of the observed water table at the time of the evaluation. Mark "perched" or "apparent" as
appropriate. Record the estimated wet season water table elevation based on site evaluation, USDA soil maps,
and historical information. Indicate if there is high water table vegetation present. Indicate if mottling is present
and depth.
SOIL. TEXTURE: Record soil texture or loading rate for system sizing.
DEPTH OF EXCAVATION: If applicable record depth of excavation required. Record "NA" if not applicable.
DRAINFIELD CONFIGURATION: Check drainfield configuration required. If other, specify type.
ADDITIONAL CRITERIA: Record any additional remarks pertinent to site or installation. Ex. dosing required.
SITE EVALUATED BY: Signature of evaluator, title, and date of evaluation. Professional engineers must seal all documents submitted.
ELEVATION WORKSHEET
ELEVATION OF BENCHMARK / REFERENCE POINT IS:
BENCHMARK
SITE 1 SITE 2
SITE 3
[ + ] SHOT
H.I. H.I..
H.I.
H.I.
[-]SHOT [-]SHOT
[ - ]SHOT
Maz
13
05
08:57a BC Well
Drilling
772-395-0858
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'STATE
OF -LOMA
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APCmM Q W91d Sr.
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i
uct Review
St Lucie County, Public Works Department
Code Compliance Division
The following products will be installed in the structure located at 1 C-
Building Permit # I Z C 7 tj �j0 . I N D I A N (Uu t 2 zvz
Owners NameSNEI22y �U I � 2UDt✓ Owner's Address E> EA-ct4
Contractor. ARK 41•oM.es Coo r Contractor's Address 23 Z 3 fN is hk ktLL 13 ggg LiCJ
JENs t3>`,4ctf
Product
*Product Rated I
Design Pressur
Manufacturer
Model Number
—
Method of Attachment
Windows
NU in the rated wind design pressures listed by the manufacturer for each product listed
1st Choice
_l- 56 F
PGT SN
1 t u Cox1s
Mullions
f 50 PSF
JP6T lomra(-jahls
I �+
Fixed Glass
1st Choice
_ 5
Gr u5 f5
rG -7o i3
�31 " OrJs
Skylights
fJdNL—
4" 20 h CmNt2 I Cr n Ve
Glass (other)
Butt Glass
u0HE
Glass Block
N o ly E
Tiding Glass Doors
1st Choice
t 50 PSF
it l a S
2nd Choice afw,)
" (ZOrI c 2fJe 1 Ib`'0E
Swing Type Doors
1st Choice
t 5
"PGT 52.1
5W
3 I -ttElkpcDxjs
2nd Choice w,o—w
"F2o C62AE @ Ife`
Overhead Garage Doors
1st Choice
40 — 44, e5F
Wl V50e.
30
� 1�
all
2nd Choice aswdw
—
Roofing Material
Asphalt/Fiberglass
Metal
Other c&A -r
i
- 5
��c�R,Ee�
cor`tc Eit
AGIE=ND R
t `f F04fn
putters ►.I D NE
-
Choice
_
I have reviewed the above components and cladding, and have approved'their•,use in the "structure to
provide adequate resistance to the wind loads and forces specified by current code provisions.
Name: -NJ lCoI • wE�YN�'J —I Signature -
Design Firm Cert. No. Z bate: D - 28 -c35
Revised SM07 dmg
St. Lucie County
Building and Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982 FILE COPY
561-462.1553
Design Certification for Wind Load Compliance
This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all
applications for building permits involving the construction of new residence (single or multi- family)• residential addition, any
accessory structure requiring a building permit, and any nonresidential structure. This. Certification shall not apply to interior
renovations (provided that no structural walls, columns or other similar component is being effected)tand certain other minor building
permiu.'. For further assistance, please contact the Building Inspection Office at 462.1553 or 462.2172.
Project Name SA,&zoi, L , G\J I hJ 2Lk DF
Office Use Only
Street Address 12075 S• F% V .{L b(L
Permit Number
JT—i05Eti W--AUA 3 G7
Occupancy Type
Construction Type
I
Certification Statement:
l certify that, to the best of my knowledge and belief, these plans and specifications have been designed to
comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind
loads and forces specified by current code provisions.
Deslen Parameters and Assumatlons Used: (Please check or complete -the appropriate box.)
1. Florida Building Code 2001 Edition ✓ ASCE 7-98
2. Building Design is (check one) Enclosed -k Partially Enclosed Open Building
3,_Building Height: 2(P 4. Wind Speed Used in Building Design: 14KH 3 second gust
u ,t
5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): g
6. Average Wind Velocity Pressure on Exterior Faces of Structure 33 PSF
7. Peak Wind Velocity Pressure on Exterior Faces of Structure PSF
8. Importance/Use Factor (obtain from Building Code): I
9. Loads: Floor 4o PSF Roof/dead I PSF Roof/live 30 PSF
-n L-E
10. Were Shear Walls Considered for Structure (check one): Yes ✓ No if No, attach explanation) _
11. Is A Continuous Load Path Provided (check one): Yes r No (if No, attach explanation)
12. Are Component and Cladding Detail Provided (check one): Yes ✓ No _(If No, attach explanation)
13. Minimum Soil Bearing Pressure: 2 500 PSF
As witnessed by my seal, I hereby certify that the information included with this certification is true and
correct, to the best of my knowledge and belief.
Name: DWIG+- R W EixwT P E Certification 1i: 20,`27_ 3 [Seal Here]
Design Firm: WE.YP )T E—MG ING Date: Q9 30 .05
Form # 020-00