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FILE
i0REVIEWFEE: '1,5-OU
.1� - RECEIPT NO.: PEF2vffTNLJA1BjF1:
?RRENCYFEE: RECEEPTNO.: CERT. CAP. NO.:
AUL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS
_0 U NT- Y,,,' D.IVISION
2300 Virgird
L 0 R I D , a Avenue
SCANNIED R- Pierce, FL34982-5652
4r
.77242-1553
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACIT
VZONING COMPLIANCE
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: 'r-5-rl"4 1—n
2. PROJECT NAME: - SITE PLAN NAMM:
3. PROPERTY TAX ID #: ey pq 15-4/19
4. LEGAL DESCRIPTION (attach extra sheets if necessary):
5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO.=
9. PARCEL- SIM (ACRES/SQ FT.): LOTDBENSIONS:
10. CONTLETE DESCRIPTION OF CONSTRUCTIr Rffaa
.P� ��
nACTIVITY.
4a4�W�3 41V
11. SEITBA K C -BACK: A�&qrSiDeE:
(ACn
TUAL L T IDE:
7--
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
NEW CONSTRUCTION EXPANSION/ADDITION INTIERIOR RENOVATION
RESIDENTIAL COMNERCIAL INDUSTRIAL
OTHER(SPECIFY)
13. DESCRIPTION OF PROPOSED USE:
14. SQ. FT OF I CONSTRUCTION: 15. SF. FT Ist FLOOj;L-
16. VALUE OF CONSTRUCTION: $ �p
The value of construction is used to determine the amount of permit fees to be assessed. St Lucie County yeserves the fight to question awl/or modify the indicated
value ofconstruction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or moM a
RECORDEDNotice OfCommencentent mod be submitted withthis application.
SLCCDV Fonn No.: 001-02 . a_, Ujobri
0_4
2 UPDATED 6125/09
OWNER INFORMATION
NAAM: go Jo (Fo VCr 4
ADDRESS: fy A
CITY:—f ZIP:
0� STATE:
PHONE (DAYTBM): (77
Email:
IF THE FEE SEWLE TITLEHOLDER (PROPERTY OWNTER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FELL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER,
ADDRESS:
CITY:
PHONE (DAYTIM[E): (--)
CONTRACTOR INFORMATION
STATE:
ZIP:
ST. of FL REG.CERT 9: C-ffc- 5--(v ST. LUCIE COUNTY CERT
BUSINESS NAME: 50e-,, , A-7"f V 9u, 1,4 Eta 5
QUALIFIERS NAME:. ��1414 4601-f
ADDRESS: ao-�� i r_z�
CITY: &62r S-r 4-c-ior-e- STATE: 21P:
PHONE (DAYTIME): a? 8-30-7- _FAX NO. -772 a,37;9.3 Email: :�Lz-um
ARCHrr/ENGINEER--
ADDRESS: 9.-�.S� 047-1f&ir Avg
z[p: 18qlq
CITY: /Ujr, lt�!�'7o STATE:
f
PHONE (DAYTIM[E): 7 9-1 -79q I
BONDING COMPANY:
ADDRESS:
CITY:
MORTGAGE LENDER.
ADDRESS:
CITY:
STATE:
STATE:
AMP
ZIP:
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it wifl be voided and returned to you by'maiL
CERTMICATION.
errial to do the work and 'installations as indicated,'i u"io obtain a certificate of capaci
.7-tis lip�lication is hereby made to obtain a p " I au ty,
,if applicable, for the permifted 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 regulatin
� g construction in this jurisdiction. 1 understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit wil I authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any co . venants that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
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: YOUR FAILURE TO RECORD A NOTICE OF COMIkIENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND RMREST THAT IS SUBJECT TO
ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN
GOOD FAITH TO DELIVER A COPY OF TBE CONSTRUCTION LIEN LAW NOI WE To
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACIBENT.
OWNER OR CONTRACTOR SIGNATURE
STATE OF FLORID
COUNTY OF —,Q7 0�"
The foregoing instrument was acknowledged before
me this S, day oQjj��— -o-JL,
by 0"SJ`-�m�h-eKT- -
who is personally known or has produced
--CL as identification.
Sig —nature of Notary
DAWN M16NE
Commission No.— IF. 664MMISSION # DD 852587
EXNIES: March 22,2013
I hru Notaq Public Undermiters
CONAACTOR ftft1TUAE
STATE OF FLOR!E!D�Afj,
COUNTYOF
The foregoing instrument was acknowledged before
me this '3 day of 420
by otrat."Q U b-31 Ae V-T—
who is personally known , or hasproduced
as identification.
Signature of Notary
Commission No. Q
DAWN MILONE
My comtISFAIPIDD852587
EXPIRE :March22,2013
Bonded Thru Notary Public Underwriters
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS BUILDING PERMIT AS AN OWNERIBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THISAPPI, ' ICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL.BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS.
For specific instructions see appropriate permit checklist.
OFFICK-USE
Ap
SECTION
SECTION
?
TOWNSHIP
RANGE
MAPNO. ,
3 zko/.
ZONING
ZONING
FRMD
LANDUSE
6f
LOT-CVG%
TAZ NO.
ZONM
0 E
F JL 0
'FIRM MAP #
-
IT MR ELV
MAXHGT
CONST TYPE
OCCUP TYPE
MAXOCCUP
# OF FLRS
WATER
SEWER
SPRINKLERS
STORMWATER.
LOT OF REC
LOT OF REC
LOT SPLIT
LA)T SPLIT
Before 111990
After 1/1990
REQUIRED
APPROVED
REPORT
cl/)
HABITABLE
RADON
PERMIT
CODE
JU 2 -,,
AREA
(RADON)
FEE
FEE
LIBRARY
PUBLIC BLD
PUBIC BID
PARKS
BRACT
BRACT FEE
IMPACT
IMPACT
FEE
CORRECTION
FEE
FEE
GENERAL
SCHOOL
ROAD
CREDIT
Y
N
LAW ENF
IMPACT
IMPACT
BRACT
FEE
FEE
FEE
FIRE/EMS
DRIVEWAY
Y
N
DRIVEWAY
ADMINISTRATIVE
IMPACT
REQUIRED
FEE
VARLANCE FEE
FEE
SPECIFY
MECHANIC ROOF
NON -CONFORMING
MISCELLANEOUS
SUBS
ELECTRIC GAS
LOT OF RECORD
FEES
REQUIRED
PLUMBING
FEES
DATE SENT TO ADDRESSING: I
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURnE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
RECEIVED.
DATE'."'
3
COMPLETED
Col
PDATF'
MTIALS
->I. LULIL COUNTY
BUILDIZNG &.-iZONING DEPT.
FIRE,.DAMAGE REPORT
D A T E":
OWNER: 0 0 �r a V A & 11
ADDRESS: 110 AYT114
TENANT:
The above premise& have been inspected by )91�uizq
a nd- -the -- fo 1-1-ow-i- n q --it e ms-- mus-t- - be-- -don e--t-d-
bring b.uilding up to' code:
Plans Required V,
Electrical
Plumbing
Structural
A/C Other:
COM14ENTS: FI.4LL; 70 6 19.<4-
f I T6 X 10A Vvfkts, Pf,#9K7(CXf,
Al Y9 7-y
? P/1 -7 L 14,5 f9A.6,4 IS
1,6ss p ) ,e /s, ee Ule_
t,� J9 r --to t4au J m v5 z z &, e-
q ea;,L4,00.C. 4,1 Sh i9k a di t.,4 a IL W 0 -7 A
- A -7 i"O' C_ 0;0
LL J6 4 Otdg 1-1
Signed:__
Title:
BUILDING PERMIT NEEDED:z
i
Planning & Development S ices
Building & Code Regulation Division
2300 Virginia Ave
Fort Pierce, FL 34982
772-462-2165 Fax 772-462-6443
Request for 30 — Day Temporary Power Release
Date: Permit Number: 1! 61 — 0 1()
Property Address: //0 E-S+('A L n
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 EQUIPMENTS
IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY
ACKNOWLEGE.AND AGREE AS FOLLOWS:
1. This temporary power release is requested for the above state 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 this 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. Power 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 will be required to lift the
Stop Work Order.
WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST LUCIE 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 INCURRE D DUE TO THE DISCONNECTION
ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT.
I tj M� & C;-) / / Z'
0 v 1,41JULG -DAtE
w1i -NATU R E
GENERAL C6NTRAdOR SIGNATURE DATE
<- 4::�� 6 � ; �/OJ /Z 2,
-,�ELECRICALtONMIACICIR SIGNATURE DATt
St. Lucie County
Building and Zoning Department
Requirements for 30 Day Power for Testing
Form entitled "Request for 30-Day Temporary Power Release�' must be fully executed and posted
in the Building Department record files prior to inspection.
H. Inspection Requirements:
1. Address numbers shall be posted per county Ord. No. 7.05.09.
2. All entrances, exits, window's and garage doors must be lockable.
3. All circuits on exterior shall be terminated in a box with weatherproof cover. The same
applies to a disconnect. If circuits are at or above 7'6" from grade they may be capped with
wire nuts and taped.
4. All breakers must be installed. Any blank space must be closed by a breaker or approved
filler plates.
5. Interior Wiring: All receptacles, light fixtures and fans must be trimmed. Any fixture below
7'6" from the floor or mezzanine that is not available at the time of inspection must have an
Inviso plate installed. Fixtures at or above that height may be capped with wire nuts and
taped.
6. All smoke detectors must be installed.
7. Kitchen cabinets must be installed; any exception for special conditions or circumstances
must have an approval prior to scheduled inspection.
8. Sewer and water connections must be complete. Only well pumps are excluded from this
requirement.
9. Exterior construction must be complete and weather tight, including stucco, siding, roof and
soffit.
10. Permit work shall be substantially completed except for back orders, paint on exterior, carpet
and/or floor covering, pumps, air conditioners and driveway.
PLANNING & DEVELOPMENT SERVICES DIVISION
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Ave
Fort Pierce, FL 34982
BUKDING PERMIT
SUB -CONTRACTOR SUMMARY
s'Odc(-4v n(-I), )deKs will be using the following sub -contractors for the
(Company/ludi+idual Name)
project located at -es4i C� /' n
(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.
Trade
Name of Company/Contractor
St. Lucie County/
State of Florida
License Number
Electrical
C—h ; C Pf
Z___4(Q 9
Plumbing
urk -P1C'1'4'-n 6 f-r
q A�
HVAC/
Mechanical
Roofing
L( Ono Rcrikre
Gas
OFFICE USE ONLY:
PERMIT ISSUE DATE:
NUMBER: I I
.it. Lucie uesign, Inc
1705 Po`rpoise Ave
Ft. Pierce, Fl. 34949
(772) 464-1000 FAX (772) 464-9200 mobile (772) 828-0364 terry@ brisson,11c.com
August 30, 2011
St. Lucie County Plan Review
Re: Permit:
# 1107-0103
Owner:
Rudy Vega
Address:
110 Estia
Plan Review Comments:
1. SubList by Owner
2. Sub List by Owner
3. Product Approval form revised. (Page 1)
4. Roof covering at corners at New Roof Areas revised and shown on Product approval. ( Page 1)
5. St. Lucie County Jurisdiction. (Page 1)
6. Bedroom #3: Exit doors diagonal at opposite ends of the room comply with egress requirements.
However without a skylight, the room doesn't meet natural light requirements. Therefore, we have
omitted the closet and converted to an In Home Office. (Page 111)
7. Energy Calculations to be provided by Owner
8. Carbon Monoxide detectors to be provided within 10' of bedrooms. (page 111)
)) 0-�- a q .
PLANNING & DEVELOPMENT SERVICES DEPARTMENT.
BUILDING & CODE REGULATIONS DIVISION
BUILDING PERmrr
SUB-CONTRACTORAGREEMIENT
St. Lucie County Contractor Certification Number: q rl 1,,
State of Florida Certification Number (If applicable): C
WIA(No 61D —,14*W have agreed to be the
(Company Name/individual Narfte�
sub-contractorfor �W[ r'TY &.�l LIL
(Type of T,;Ae) (Primary Contlactor)
for the project located at III R-
(Project Street Address or Proper?y 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)
2A
R C&PI
. OFFICE USE ONLY:
PERMITO ISSUE DATE
Planning & Development Services.
Building & Code Regulation Division
13OUViiginia Avenue
Fort Pierce, FL, 34982
Phone: (772) 4624 5.53. Fax: (772) 462-1578
08/15/2011
22823
SOCIETY BUILDERS LLC
THOMAS LUMBERT
3021 S.'E JAYMAN C,T
PORT ST LUCIE, FL 34952.
Permit Numb6r: .1107-01 03�
As of today's date the owner listed on your application is being notified along with yourself that the referenced
building permit has some -issues. listed in the comments below.
Please address these issues as quickly'as possible so thatwe,are able to continue'to process this permit in a timely
manner.. If you have any questions regarding'the comments below please call our office.
PROPERTY INFORMATION OWNERS INFORMATION'
110 ESTIA 'LN RODQLFO VEGA.'
712 NW GRENADA STREET
PORT ST. LUCIE, FL '34983
PORTSTLUCIE, 34983
APPLICATION INFORMATION
Permit Number 1107-0103 Application Type: Master Permit w1subs
Activity Type:-,. - Renovation Qther&tivity:
Permit Type.: Building (Nscellanbous) stoiles I
REWEWS AND COMMENTS.
Review.1v0d Status Reviewed By Date Started Date Complete' '.Date Released
Pending.
Dave Johnson
Docuprients Missing 0710812011
Pending
DaivnMilone
07/08/20112 Comment NEED -SUBS AND SUMMARY -
ELECTRICAL SUB SUBMITTED.'
08/15/�011 6 Comment. A PLUMBING SUB, MECHANICAL SUB AND ROOFING SUB NEEDS TO BEADDED TO SUB SUMMARY
Front Counter RevieW Complete 07/0.81201.1 07108/2011
Dawn Milone
Plans Examiner.Review Pending 0811512011-
Dave Johnson
z &
Review Comments for
Planning & D.evelopment Services Contractor
Bui Iding & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FIL 34982 Page 2
Phone: (772) 462-1553 Fax:. (772) 462-1578
Utj/1*/zU11 I
L;omment
VKUUUL; I AttKUVALjUt5M1Z)NUN VUKM L)UtbNL) I MAI L;H %)L)IVItVKULJUL; I A�'VKUVAUbAb
SUBMITTED. IE: DOORS, WINDOWS, SHUTTERS. FL # 6648.1 IS NOT ON THE DCA WEB SITE.
08/15/20112
Comment
ROOFING MATERIAL MUST MEET THE DESIGN PRESURE FOR THE CORNER ZONES PER TABLE
301.2(2) FBC R. SEE GENERAL LIMITATION 7
08/15/20113
Comment
THIS PROJECT IS ST LUCIE COUNTY JURISDICTION PROVIDE SLC . WIND LOA . D COMPLIANCE CERT
08115/20114
Comment
BEDEROOM #3 DOES NOT MEET THE CODE FOR EMERGENCY ESCAPE & RESCUE OPENING.
REVISE PLANS TO SHOW THIS ROOM SOMETHING OTHER THAN A BEDROOM. BEAR IN MINDA
CLOSET IN THIS ROOM WOULD CLASSIFY ITAS A BEDROOM
0.8/15/20115
Comment
PROVIDE ENERGY CALC'S AND MANUAL J CALC'S WITH UPDATED DUCT WORK LAYOUT AS THE
RENOVATION HAS INTERIOR WALL CHANGES THAT REQUI RE REVISED DUCT WORK PLAN
08/15120116
Comment
CARBON MONOXIDE DETECTORS REQUIR�D WITHIN 1 O'OF ALL BEDROOMS
To Be.Review by Plans, Exan Complete 08M512011
TRANSMISSION VERIFICATION REPORT
TIME 08/15/2011 14:15
NAME SLC INSPECTIONS
FAX 7724626443
TEL 7724622165
SER.# BROE5J278862
DATEJIME
08/15 14:14
FAX NO./NAME
92378352
DURATION
00:01:02
PAGE(S)
03
RESULT
OK
MODE
STANDARD
Planning & Development Sarvioos
RuildIng & C*do Regulation Divisim
2300 Mrolnia Avanug
Fort Plemo, FL 34902
Phone. (772) 462.1553, Fax: (772) 462-1678
0811512011
22823
SOCIETY 13UILDERS LLC
THOMAS LUMBERT
3021 S,E JAYMAN CT
PORT ST LUCIE, FL 34952
Permit Number 1107-0103
Review Comments for
Contractor
Page I
As of today's date the owner listed an your application is being notified along with yourself that the reft-renced
building permit has Some issues listed in the comments below.
Please address these issues as quickly as Possible so that we are able to continue to process this permit in a firnely
manner. If you have any questions regarding the oomments below, Please call our office,
PROB9STLY ORMATION
110 ESTIA LN
PORI-STI-XIE 34983
6PPLICAT101V INFORMATION
Perrnitftrnbor 1107-0103
Activity Type' , Renovetion
Permit Type: Building (Miscellaneous)
aM-ERS ILVFORM4110N
RODOLFO VEGA
712 NW GRENADA STREET
PORT ST. LUCIE, FL 34983
APPficafibri 7ype * Master Permit w1subs
OtherAcff�;ty:
stolies 1
Planning& Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
Phone: (772) 462-1653 Fax:, (772) 462-1578
09/15/2011
22823
SOCIETY BUILDERS LLC
THOMAS LUMBERT
3021 S.E JAYMAN CT
PORT ST LUCIE, FL 34952
Permit Number: 1107-0103
Review Comments for.
Contractor
Page 1
As of today's date the owner listed on your application is being notified along with.yourself that the referenced
building permit has some issues listed in the comments below.
Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely
manner. If you have any questions regarding the comments below, please call our office.
PROPERTY INFORMATION
110 ESTIA
PORTSTLUCIE 34983
APPLICATION INFORMATION
PermitNumber. 1107-0103
Activity Type: Renovation
Permiffype: Building (Miscellaneous)
REVIEWS AND COMMENTS
Review Type Status
Pending
Documents Missing
07/08/20112
Pending
OWNERS INFORMATION
LN RODOLFO VEGA '
.712 NIN GRENADA STREET
PORT ST LUCIE, FL 34983
Application Type: Master Permit w1subs
OtherActivily:
Stores I
Reviewed By Date Started Date Complete Date Released
Dave Johnson
Dawn Milone 07/08/2011
Comment NEED SUBS AND SUMMARY
ELECTRICAL SUB SUBMITTED.
PLUMBING SUB SUBMITTED
08/15/20116 Comment A PLUMBING SUB, MECHANICAL SUB AND ROOFING SUB NEEDS TO BE ADDED TO SUB SUMMARY
PLUMBING SUB SUBMITTED
Front Counter Review Complete Dawn Milone 0710812011 0710812011
Planning & Development Sirvices
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
Phone: (772) 4624553 Fax: (772) 462-1578
Review Comments for
Contractor
Page 2
Plans Examiner Review Pending Dave Johnson 08/15/2011
08/15/2011 1 Comment NEW PRODUCT APPROVAL AFFIDAVIT SUBMITTED ON PG 1 HAS AN FL # 6648 THAT IS NOT ON THE
DCAWEB SITE
PRODUCTAPPROVAL SUBMISSION FORM DOES NOT MATCH SOME PRODUCT APPROVALS AS
SUBMITTED. IE: DOORS, WINDOWS, SHUTTERS. FL# 6648.1 IS NOT ON THE DCAWEB SITE.
08/15/20114 Comment AC LAYOUT SUBMITTED IS ON THE OLD FLOOR PLAN THAT SHOWS A BEDROOM WHERE THE
REVISED PLANS NOW SHOW ADEN. PLEASE SUBMIT AC LAYOUT ON CORECTED FLOOR PLAN
BEDEROOM #3 DOES NOT MEET THE CODE FOR EMERGENCY ESCAPE & RESCUE OPENING.
REVISE PLANS TO SHOW THIS ROOM SOMETHING OTHER THAN A BEDROOM. BEAR IN MIND A
CLOSET IN THIS ROOM WOULD CLASSIFY ITAS A BEDROOM
To Be Review by Plans Exan Complete
08115/2011
TRANSMISSION VERIFICATION REPORT
TIME 09/15/2011 14:39
NAME SLC INSPECTIONS
FAX 7724626443
TEL 7724622165
SER.# BROE5J278862
DATEJIME
09/15 14:38
FAX NO./NAME
92378352
DURATION
00:00:40
PAGE(S)
02
RESULT
OK
MODE
STANDARD
Planning & NvelopMrd SWIM
Building & Code Regulation Division
2:300 Virginia Avenue
Fort Pierce, FL $4982
phone: (772) 4924653 Fax: (772) 492-1578
09/1512011
22823
SOCIETY BUILDERS LLC
THOMAS LUMBERT
3021 S.E JAYMAN CT
PORT ST 1-UCIE , FL 34952
Permit Number, 1107-0103
Review Comments for
Contractor
Page 1
As of today's date the owner listed on your application is being notified along with yourself that the referenced
building permit has some issues listed in the comments below.
Please address these Issues as quickly as possible so that we are able to rontinue to process this permit in a timely
manner. if you have any questions regarding the comments below, please call our office.
PRONE
110 ESTIA
PORTSTLUCIE 34983
APPLiCA7tQLJ INFORMAT-1—ON
PorOfNumber. 1107-0103
Activity Type; Renovation
permit Type; Building (Miscellarmous)
OWNER$ I1VFQRML4ZL0N
LN RODOLFO VEGA
712 NW GRENADASTREET
PORT ST. LUCIE, FL 34983
Appli,gation Type; Master Permit w1subs
OtherActivity:
stolies I
r�_
-S
flo�Lo/ 03
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
BUILDING PERM[rr
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number:
State of Florida Certificat�qn cable):
, Zurnber (If appi . i
1412n c, ggfJ)1Le_ have agreed to be the
(Co�pany Name/Individual Name) 0 —
&/I �))q �' � sub -contractor for
(Type of Tradd (Primary CoAtractor)
for the project located at I 10 LOL) Ps
(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)
0 R: 17A IGNATURES ARE REQUIRED
SIGNATI�� PRINT`Prtl',� DAtE
aff-� ) 11A C A
Business N e: 14 <
Address:
City/State/Zip:
Phone:
I �J 3 VO OGL63 email:
OFFICE USE ONLY:
PERMIT 9 1 ISSUE DATE I
M,
L6 e, (A,(AAU
A n.7
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 3608235 OR BOOK, 7 PAGE 300, Recorded 07/11/2011 at ',S2 PM
Q �rR - 1�
NOTICE OF COMMENCEMENT
JIM-6 16?-)
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida statutes the following information is provided in the Notice ofcommencement.
1. DESCRIPTION OF PROPERTY (Legal description and street uddress) TAX FOLIO NUMBER:3� I q -310 - GN -000-3
SUBDIVISION—BLOCK-1 �i—TRACT--a—LOT—L-3—BLDG—UNI?�,-5
2. GENERAL DESCRIPTION OF IMPROVEMENT:
3. OWNER INFORMATION: a. Name PC)(
property--
d. Nanicand address of fee simple titleholder (irother than owner)_
4. CONTRACTOR'S NAME. ADDRESS AND PHONE NUMBER:
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
7. Persons within the State ofFlorida designated by Owner upon whom notices orother documents may be served as provided by
Section 713.13 (1)(a) 7.. Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b). Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
9. Expiration date or notice of coin niencenient (the expiration dute is I year from [lie date of recording unless a different date is
specified) — 2(�--.
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFrER THE EXPIRATION OF THE NOTICE OF COMMFNCEMENT
01canlen
Print Name and Provide Signatory's Title/Office
Owner's Authorized OfracertDirector/Partner/Monager
State of FI Ida -
County of
Th
gins(rument was acknowledged before niethis--h
By��
th,r,: q i4r, r— /V P I'V
(Name of person) (Type of authority ... e.g. Owner, officer, trustee, attorney in fact)
For 0QJ2JTW--1-V . h� C-AQ-A I P rq DE-2'--
(Raine or party on behalf of whom instrument was executed) Personally Known— or produced the fcllowi��I; type of ID:
jPrinted Name ft Notary Public) (Sign ore of Notary Public)
Under penalties of perjury. I declare that I have rdfit�'he foregoing and that the facts in it are true to the best ofiny knowledge and
belief (.section 92.525, Florida Statutes).
A Signature(s) ofOwner(s) or Owner(s)' Authorized Ofllcer/Director/Partner/Manager who signed above:
By/4114fl B
sTATE OF FLORIDA
ST. LUCIE COUNTY
-risar IC TA r1r:Q'r IrV TRAT THIS IS A
Property Appraiser - St.Lucie FL
Page I of I
Rodolfo Vega Record: 1 of 1
Property Identification
Site Address: 110 Estia Ln
Sec/Town/Range: 28:36S:40E
Map ID: 34/28N
Zoning: RS-4
Ownership and Mailing
PROPERTY RECORD CARD
<<Prev - Next Spec.Assmnt, Taxes Exemptions Permits Home Print
\SCIEoo
Parce]]D: 341-9-540-0018-000-3
42695
Account 9:
Land Use: SF Res
City/Cnty: St Lucie County
Legal Description --,-
Own er .
Rodolfo Vega Carmen Vega RIVER PARK -UNIT 5 BLK 43 LOT 18 (MAP 34/28N) (OR 3301-2315)
�_�,Address,
.712NW-Grenada-St. -
Port St Lucie FL 34983-1164
Sales Information
-
Assessment 201:0-Final: Total Land and Building
Date
Price
0 e
Dued—Buok-/Page��201&Final:�
�--50900-L-and `VaIue-,----7800=.AGres�-0.2
25000
0112—
SID
-5 ssessed.�5(YgOIY—gu—ildln—gV�lU�-.-43'tOO--
4/28/2010
55900
0112
CT
3216/1960 Ag.Credit: 0 Finished Area: 1814 SqFt
8/kO05
215000
00
WD
2641 / 0098 Exempt:--
7/29/2004
156500
00
W D
2041/0571
5/3/2001
81000
00
WD
1392-Lt894- Taxes:--- ____1_057_91___
8/25/1998
100
01
WD
1201/-0454
8/25/1998
42500
00
WD
1168/1138
7/20/1989
67000
00
WD_
0647/2103,
4/1/1988
0-
01
Cv
05871-2478
11111983
67000
00
Cv
0392/2814
BUILDING INFORMATIO
Exterior Features
View:
RoofCover:
SA - Asph Shingle
RoofStruct:
GA - Gable
ExtType: HD+ - HD+
YearBlt:
1960
Frame:
Grade: D+ - D+
EffYrB1t:
1960
PrimeWall:
BS - CB Stucco
StoryHght: 0010 - I Story
No.Units:
I
SecWall:
Interior Features
BedRooms: 3
Electric:
MX - MAXIMUM
PrmIntWall:
PF - PF
FullBath: 2
HeatType:
FHA - FrcdHotAjr
AvgHt/Fl:
STID
1/2Bath: 0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C: 100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S Qty.
Units Qual. Cond.
YrBlt.
No. Land Use
Type
Measure
SWAV - RES POOL AVG Y 1
450 AV AV
1980
1 0100-SF Res
260 -Front Ft
70
PA01 - POOL DK-AVG Y 1
400 A� AV
1980
3CCT -3CCT S 1
1 AV AV
1977
Depth
125
SDSF - SITE DEV S-F y 1 1 AV AV 2001
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
(C
45
A 1 ()ICA I)001 QAI)I)'2 '711;1')nl I
rage I 01 1
PROPERTY RECORD CARD
R6d6itlo Vega Record: I of i <<Prev Next >> Spec.Assinnt Taxes -Exemptions Permits Home Print
Property Idenfification,
13CIEc
0
Site Address: 110 Estia Ln Parce]ID: 3419-540-0018-000-3
Sec/Town/Range: 28:36S :40E Account 42695
Map ID: 34/28N Land Use: SF Res
Zoning: RS-4 City/Cnty: St Lucie County
Owner_qhip and
Legal Description
Owner: Rodolfo Vega Carmen Vega RIVER PARK -UNIT 5 BLK 43 LOT 18 (MAP 34/28N) (OR 3301-2315)
Address: 712 NW Grenada St
Port St Lucie FL 34983-1164
Sales Informaiion Assessment 2010 Final Total Land and Building
Date Price Code Deed Book/Page 2010 Final: 50900 Land Value: 7800 Acres: 0.2
6/3/2011 25000 0112 SID 330112315 Assessed: 50900 Building Value: 43100
4/28/2010 55900 0112 CT 3216/1960 Ag.Credit: 0 Finished Area: 1814 SqFt
8/5/2005 215000 00 WD 2641/0098 Exempt:
7/29/2004 156500 00 WD 2041/0571 Taxable:
-513/200 1 139211894 Taxes:
8/25/1998 100 01 WD 120110454
8/25/1998 42500 00 WD 1168/1138
7/20/1989 67000 00 WD 0647/2103 (13
4/1/1988 0 01 Cv 0587/2478
1/1/1983 67000 00 Cv . 0392/2814
BUILDING INFORMATION
Exterior Feotuves
View:
RoofCover:
ExtType:
HD+ - HD+
YearBit:
Grade:
D+ - D+
EffYrBIt:
StoryHght:
0010 - 1 Story
No.Units:
!n'erior
BedRooms:
3
Electric:
FullBath:
2
HeatType:
1/2Bath:
0
HeatFuel:
%A/C:
100
%Heated:
Si-cial Fsavires and'(ard ltpmt.-
Type
Y/S Qty.
Units
Qual. Cond.
YrBIt.
SWAV - RES POOL AVG Y 1
450
AV AV
1980
PA01 - POOL DK-AVG
Y 1
400
AV AV
1980
3CCT -3CCT
S 1
1
AV AV
1977
SDSF - SITE DEV S-F
Y 1
1
AV AV
2001
SA - Asph Shingle
1960
1960
1
MX - MAXIMUM
FHA - FrcdHotAir
ELEC - Electric
100
Land information
No. Land Use
I 0100-SF Res
RoofStruct:
Frarne:
PrimeWall:
SecWall:
PrmlntWall:
AvgHt1FI:
Prm.Flors:
%Sprinkled:
GA - Gable
Bs - CB Stucco
PF - PF
STID
CU - Carpet
0
Type Measure Depth
260 -Front Ft 70 125
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
J' rn
110
Cz c,
QiAnnnj 5
http://w,,www.ip3aslc.orig7z purc.aspn?pnrelid=-'141954000180003
7/5/2011
FORM 11 OOA-08
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida.Department of Community Affairs Residential Performance Method A
Project Name: HAWKEYE BUILDERS
Builder Name:
Street: 110 ESTIA STREET
Permit Office:
City, State, Zip: PORT ST. LUCIE, FL,
Permit Number
Owner
Juriisdiction:
Design Location: FL, Fort Pierce
1 . New construction or existing New (From Plans)
9. Wall Types
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Ext Insul, Exterior
I
R=4.0, 1431.00 fl:2
"
b. Concrete Block - Int Insul, Exterior
R=4.0 189.00 ft2
3. Number of units, if multiple family 1
c. NIA
R= fI2
.4. Number of Bedrooms 4
d. NIA
R= ftZ
5. Is this a worst case? No
10. Ceiling Types
Insulation Area
6. Conditioned floor area (fl:2) 1795
a. Under Attic (Vented)
R=1 9.0 1795.00 ft2
b. N/A
R= ft2
7. Windows Description Area
�' 1
c. NIA
R= ft2
a. U-Factor SgI, U=0.50 201.00 f12
SHGC: SHGC=0.75
11. Ducts
b. U-Factor: N/A ftZ
a. Sup: Interior Rat Interior AH: Interior
Sup. R= 6. 145 ft2
SHGC:
12. Cooling systems
C. U-Factor. N/A ft2
a. Central Unit
Cap: 41.0 kBtu/hr
SHGC:
SEER: 14
d. U-Factor. NIA fI2
13. Heating systems
SHGC:
a. Electric Heat Pump
Cap: 41.0 kBtu/hr
e. U-Factor. N/A ft2
HSPF: 8.2
SHGC:
14. Hot water systems
8. Floor Types Insulation Area
a. Electric
Cap: 40 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1795.00 f12
b. NIA R= ft2
EF: 0.9
b. Conservation features
c. N/A R= ft2
None
15. Credits
CF, Pstat
Glass/Floor Area: 0.112 Total As -Built Modified Loads: 33.94*
PASS
Total Baseline Loads: 40.33
I hereby certify that the plans and specifications covered by
Re View of the plans and
-tj4E S7.
this calculation are in compliance With the Florida Energy
specifications covered by this
g 0
Code.
calculation indicates compliance
V0.
with the Florida Energy.Code.
0
PREPAR BY:
Before construction Is completed
DATE:
this building will be inspected for
compliance with Section 553.908
I hereby certify that this building, as designed, is in compliance
Florida Statutes.
with the Florida Energy Code.
0 WME
OWNER/AGENT:
BUILDING OFFICIAL:
DATE: I Z,
DATE:
9/12/2011 10:23 AM EnergyGauge@) USA - FlaRes2008 pagip, 1, of 5
PROJECT
Title:
HAWKEYE BUILDERS
Bedrooms: 4
Adress Type:
Street Address
Building Type:
FI-AsBuilt
Bathrooms: 0
Lot #
Owner:
Conditioned Area: 1795
SubDivision:
'#of Units:
1
Total Stories: 1
PlatBook:
Builder Name:
Worst Case: No
Street:
110 ESTIA STREET
Permit Office:
Rotate Angle: 180
County:
ST. LUCIE COUNTY
Jurisdiction:
Cross Ventilation: No
City, State, Zip:
PORT ST. LUCIE,
Family Type:,
Single-family
Whole House Fan: No
FL,
New/Existing:
New (From Plans)
Comment:
CLIMATE
v
IECC Design Temp Int Design Temp Heating
Design Daily Temp
Design Location
TMY Site Zone 97.5%
2.5% Winter Summer Degree Days Moisture Range
FL, Fort Pierce FL—ST—LUCIE—CO—INTL 2 39
90 75 70 722
62 Low
FLOORS
v#
Floor Type
Perimeter R-Value
Area
Tile Wood Carpet
1
Slab -On -Grade Edge Insulatio 159 ft 0
1795 ft2
0 0 1
ROOF
V
Roof Gable
Roof Solar Deck
#
Type Materials Area Area
Color Absor. Tested Insul.
Pitch
1
Gable or Shed Composition shingles 1892 ft2 298 ft2 Medium 0.9 N 0
18.4 deg
ATTIC
V/
#
Type
Ventilation Vent Ratio (I in)
Area RBS IRCC
1
Full attic
Vented 300
1795 ft2 N N
CEILING
v#
Ceiling Type
R-Value
Area Framing Frac
Truss Type
1
Under Attic (Vented)
19
1795 ft2 0.1
Wood
WALLS
Cavity Sheathing
Framing Solar
v #
Ornt Adjacent To
Wall Type
R-Value Area R-Value
Fraction Absor.
1
N Exterior
Concrete Block - Ext Insul
4 423 ft2 0
0 0.8
2
E Exterior
Concrete Block - Ext Insul
4 198 ft2 0
0 0.8
3
S Exterior
Concrete Block - Ext Insul
4 423 ft2 0
0 0.8
4
W Exterior
Concrete Block - Ext Insul
4 387 ft2 0
0 0.8
5
SE Exterior
Concrete Block - Int Insul
4 189 ft2 0
0 0.8
DOORS
# Omt
DoorType
Storms
U-Value
Area
I E
2 S
Insulated
Insulated
None
None
0.39
0.39
21 fi:2
21 ft2
WINDOWS
Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project' section above.
V/ # Ornt Frame
Panes
NFRC
U-Factor SHGC Storms Area
Overhang
Depth Separation
Int Shade
Screening
1 N None
2 N None
3 E None
4 S None
5 S t46ne
6 S None
7 W None
Single (Tinted)
Single (Tinted)
Single (Tinted)
Single (Tinted)
Single (Tinted)
Single (Tinted)
Single (Tinted)
Yes
Yes
Yes
Yes
Yes
Yes
Yes
0.5 0.75 N 45 ft'
0.5 0.75 N 24 ft2
0.5 0.75 N 30 ft'
0.5 0.75 N 18 fl:2
0.5 0.75 N 18 fl:2
0.5 0.75 N 36 fl:2
0.5 0.75 N 30 ft2
10 ft 0 in 6 ft 0 in
10 ft 0 in 5 ft 0 in
10 ft 0 in 6 ft 0 in
10 ft 0 in 4 ft 0 in
10 ft 0 in 5 ft 0 in
10 ft 0 in 7 ft 0 in
10 ft 0 in 6 ft 0 in
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
None
None
None
None
None
None
None
INFILTRATION & VENTING
V Method
SLA
CFM 50
— Forced Ventilation
ACH 50 ELA EqLA Supply CFM Exhaust CFM
Run Time
Fraction
Fan
Wafts
Default
0.00036
1695
6.30 93.1 175.0
0 cfm 0 cfm
0
0
COOLING SYSTEM
y # System Type
Subtype
Efficiency
Capacity Air Flow SHR
Ductless
1 Central Unit
None
SEER: 14 41 kBtu/hr cfm
0.7
FALSE
HEATING SYSTEM
y # System Type
Subtype
Efficiency
Capacity Ductless
1 Electric Heat Pump
None
HSPF: 8.2
41 kBtu/hr FALSE
HOT WATER SYSTEM
y# System Type
EF Cap Use
SetPnt
Conservation
1 Electric
0.9 40 gal 70 gal
120 deg
None
SOLAR HOT WATER SYSTEM
V FSEC
Cert # Company Name
Collector
System Model # Collector Model # Area
Storage
Volume
FEF
None None
ft2
DUCTS
V
Supply
Return —
Air
Percent
#
Location R-Value
Area
Location
Area
Leakage Type
Handler
CFM 25
Leakage
QN
RLF
1
Interior 6
145 ft2
Interior
15 ft2
Default Leakage
Interior
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans:
Cooling
Hea t!ng Xi
Jan Ri Feb
Jan Feb
0 Ma r
M ar
r
AP
Apr M
Ma y
May
Jun
Jun Jul
r Ri Jul
ug
0 Aug
A
0S
S:P
p
Oct
Oct
N
Nov
Nov
0
IXI Dee
Dec
Venting
Jan Feb
Mar
X Apr
Xi
May
Xi Jun Jul
Aug
Sep
Oct
Nov
Dec
Thermostat Schedule: HERS 2006 Reference
Hours
Schedule Type
1
2
3
4
5 6
7
8
9
10
11
12
Cooling (WD)
AM
78
78
78
78
78 78
78
78
80
80
80
80
PM
80
80
78
78
78 78
78
78
78
78
78
78
Cooling (WEH)
AM
78
78
78
78
78 78
78
78
78
78
78
78
PM
78
78
78
78
78 78
78
78
78
78
78
78
Heating (WD)
AM
66
66
66
66
66 68
68
68
68
68
68
68
PM
68
68
68
68
68 68
68
68
68
68
66
66
Heating (WEH)
AM
66
66
66
66
66 68
68
68
68
68
68
68
PM
68
68
68
68
68 68
68
68
68
68
66
66
FORM 11 OOA-08
Code Compliance Cheklist
Residential Whole Building Performance Method A - Details
ADDRESS: 110 ESTIA STREET PERMIT #:
PORT ST. LUCIE, FL,
INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
CHECK
Exterior Windows & Doors
N1106.AB.1.1
Maximum: .3 cfm/sq.ft. window area; .5 dm/sq.ft. door area.
Exterior & Adjacent Walls
N1 106.AB.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 corners; utility penetrations;
between wall panels & top/bottorn 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
N1 106.AB.1.2.2
Penetrations/openings > 1/8" sealed unless backed by truss or
joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier
is installed that is sealed to the perimeter, penetrations and seams.
Ceilings
N1 106.AB.1.2.3
Between walls & ceilings; penetrations of ceiling plane to 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
N1106.AB.I.2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC
rated, installed inside a sealed box with 1/2" clearance & 3" from
insulation; or Type IC with < 2.0 cfm from conditioned space,
tested.
Multi -story H uses
N1106.AB.1.25
Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts
N1106.AB.1.3
7heaters
Exhaust fans vented to outdoors, dampers; combustion space
comply with NFPA, have combustion air.
OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Water Heaters
N1112.AB.3
Comply with efficiency requirements in Table N1 12.ABC.3. Switch
or clearly marked circuit breaker (electric) or cutoff (gas) must be
provided. External or built-in heat trap required.
Swimming Pools & Spas
N I I 12.AB.2.3
Spas & heated pools must have covers (except solar heated).
Non-commercial pools must have a pump timer. Gas spa & pool
heaters must have a minimum thermal efficiency of 78%.
Heat pump pool heaters shall have a minimum COP of 4.0.
Showerheads
N 11 12.AB.2.4
Water flow must be restricted to no more than 2.5 gallons per
minute at 80 PSIG.
Air Distribution Systems
N111O.AB
All ducts, fittings, mechanical equipment and plenum chambers
shall be mechanically attached, sealed, insulated and installed in
accordance with the criteria of Section N1 1 10.AB.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls
N1 107.AB.2
Separate readily accessible manual or automatic thermostat for
each system.
Insulation
N1 104.AB.1
Ceilings -Min. R-1 9. Common walls -frame R-1 1 or CBS R-3 both
N1102.13.1.1
sides. Common ceiling & floors R-1 1.
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* 84
The lower the EnergyPerformance Index, the more efficient the h
IR
1E, FL,
110 ESTIA STREET, PORT ST. L=
y
L
I . New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (fl:2)
7. Windows- Description
a. U-Factor: SgI, U=0.50
SHGC: SHGC=0.75
b. U-Factor: N/A
SHGC:
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
e. U-Factor N/A
SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. N/A
c. N/A
New (From Plans)
9. Wall Types
Insulation Area
Single-family
a. Concrete Block - Ext Insul, Exterior
R=4.0 1431.00 fl:2
b. Concrete Block - Int Insul, Exterior
R=4.0 189.00 ft2
1
c. N/A
R= ft2
4
d. N/A
R= ft2
No
10. Ceiling Types
Insulation Area
1795
a. Under Attic (Vented)
R=19.0 1795.00 ft2
b. N/A
R= ft2
Area
c. N/A
R= ft2
201.00 fl:2
11. Ducts
ft2
a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6,145 fl:2
12. Cooling systems
ft2
a. Central Unit
Cap: 41.0 kBtu/hr
SEER: 14
ft2
13. Heating systems
a. Electhc Heat Pump
Cap: 41.0 kBtu/hr
ft2
HSPF: 8.2
14. Hot water systems
Insulation
Area
a. Electric
Cap: 40 gallons
R=0.0
1795.00 fl:2
EF: 0.9
R=
ft2
b� Conservation features
R=
ft2
None
15. Credits
CF, Pstat
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 final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/Fl- Zip:
ViE S
V0
WE
*Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA -
FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home
may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at
(321) 638-1492 or see the Energy Gauge web site at energygauge.com 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 (850) 487-1824.
**Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2. 1.1 of Appendix G
of the Florida Building Code, Residential, if not DEFAULT.
EnergyGauge@) USA - FIaRes2008
Job:
Project Summary Date:
Entire House By:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@,AOL.COM
For: HAWKEYE BUILDERS
110 ESTIA STREET, PORT ST. LUCIE, FL
Notes:
Weather: Fort Pierce, FL, US
Winter Design Conditions
Outside db
42
OF
Inside db
70
OF
Design TD
28
OF
Heating Summary
Structure
43430
Btuh
Ducts
0
Btuh
Central vent (40 cfm)
1230
Btuh
Humidification
0
Btuh
Piping
0
Btuh
Equipment load
44660
Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
H e a Pin Cool"
gg
Area (ft') 1 1799
Volume (ft') 15986 15986
Air changes/hour 0.38 0.20
Equiv. AVF (cfm) 101 53
Heating Equipment Summary
LE v0PY
Summer Design Conditions
Outside db
90 OF
Inside db
75 OF
Design TD
15 OF
Daily range
Relative humidity
L
50 %
Moisture difference
61 gr/lb
Sensible Cooling Equipment Load Sizing
Structure
30517
Btuh
Ducts
0
Btuh
Central vent (40 cfm)
659
Btuh
Blower
0
Btuh
Use manufacturer's data
n
Rate/swing multiplier
0.95
Equipment sensible load
29617
Btuh
Latent Cooling Equipment Load Sizing
Structure
2226
Btuh
Ducts
0
Btuh
Central vent (40 cfm)
Equipment latent load
1670
3896
Btuh
Btuh
Equipment total load
Req. total capacity at 0.70 SHR
33512
3.5
Btuh
ton
Cooling Equipment
Summary
Make Goodman Mfq. Make Goodman Mfg.
Trade GOODMAN, JANITROL, AMANA DISTINCT[OfdgjEVERRBSU)DBLqNHDUUM13LQQINBffKMMUNCWO*15,%IiM
Model GSZ130421A*
Cond GSZ130421A*
AHRI ref no.1492614
Coil ASPF426016B*
AHRI ref no.1492614
Efficiency
8.2 HSPF
Efficiency 11.5 EER,
14 SEER
Heating input
Sensible cooling
28700 Btuh
Heating output
40500 Btuh @ 470F
Latent cooling
12300 Btuh
Temperature rise
27 OF
Total cooling
41000 Btuh
Actual air flow
1367 cfm
Actual air flow
1367 cfm
Air flow factor
0.031 cfm/Btuh
Air flow factor
0.045 cfm/Btuh
Static pressure
0 in H20
Static pressure
0 in H20
Space thermostat
Load sensible heat ratio
0.89
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-Fld- wwriommscort- Right -Suite@ Universal 8.0.11 RSU081 01 2011-Sep-1210:27:30
.4C(>t ... ings\Nikki 2XMyDocumentslWdghtsoftHVAC\HAWKEYEBUILDERS.rup Calc=MJ8 FrontDoorfaces: Pa ,
,gel
Right-M Worksheet
Entire House
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@,AOL.Com
Job:
Date:
By:
1
Room name
Enfire House
MASTER BATH
2
Exposed wall
165.0 ft
26.0 ft
3
Ceiling height
9.0 ft d
9.0 ft heat/cool
4
Room dimensions
11.1 x 15.0 ft
5
Room area
1776.2 ft2
166.2 ft2
Ty
Construction
U-value
Or
HTM
Area (ft2)
Load
Area (ftj
Load
number
(Btuh/ftZ-0F)
(Bt 2
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
I Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
I Cool
6
VL13A-4ocs
0.14�
n
4.bo
2.56
441
372
1469
W
.99
go
�396
7
252
IA-clonn
1.276
n
35.56
34.77
45
0
1600
1565
0
0
0
0
-G
I D-c2orn
0.870
n
24.36
27.10
24
0
�585
650
-0
0
0
0
13A-4ocs
0.143
e
4.00
2.55
207
156
625
397
0
0
0
0
11
1A-clom
11DO
1.270
0.390
e
e
35.56
10.92
91.12
11.31
30
21
0
21
1067
229
2734
238
0
0
0
0
0
0
0
0
13A-4ocs
0.143
s
4.00
2:55
441,
348
1393
886
0
0
0
0
1 D-c2orn
0.870
s
24.36
27.10
18
- 36
438
488
0
0
0
0
1 D-c2orn
0.870
s
24.36
27.10
18
36
438
488,
0
0
0
0
1 D-'c2om
11DO
0,870
0.390
s
s
24.36
10.92
27.10
11.31
36;
21
72
21
877
229
976
23&
0
0
0
0
0
0
0
0
T-G
13A-4ocs
0.143
w
4.00
2.65
395
366
1465
932
135
M
541
344
IA-clorn
1.270
w
35.56
91.12
30
0
1067
2734
0
0
0
0
P
12C-Osw
0.091
2.55
1.28
189
189,
482
243
0
0
0
C:
16B-19ad
0.049
1.37
2.57
1775
1775
2435
4566
165
165
226
424
F
2013-0t
0.521
14.59
6.51
1775
1775
25894
11560
165
165
2407
1075
6
c) AED excursion
0
-96
Envelope losstgain
40315
29638
3570
1998
12
a) Infiltration
3116
878
491
138
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appfiancestother
1
01
0
Subtotal (lines 6 to 13)
43430
30517
4061
2137
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
43430
30517
4061
2137
15
Duct loads
0%
0%
0
0
-0%
0%
0
0
Total room load
434301
30517
4061
2137
Air required (cfm)
1367
1367
128
96
Calculations awroved by ACCA to meet all recluirements of Manual J 8th Ed.
Right-Sufte@) Universal 8.0.11 RSU08101 2011 -Sep-1 2 10:27:30
ings\Nikki-2\MyDocuments\WrightsoftHVAC\HAWKEYEBUILDERS.rup Calc=MJB FrontDoorfaces: Page 1
Rig ht-JO Worksheet
Entire House
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@,AOL.COM
Job:
Date:
By:
1
Room name
BEDROOM 4
MASTER SUITE
2
Exposed wall
10.0 ft
14.0 ft
3
Ceiling height
9.0 ft heat1cool
9.0 ft heat1cool
4
Room dimensions
1.0 x 140.0 It
1.0 x 188.0 ft
5
Room area
140.0 ft2
188.0 ft2
Ty
Construction
U-value
Or
HTM
Area (1`12)
Load
Area (fl:2)
Load
number
(Btuh/fIZ--F)
(Btu It)
or permeter (ft)
(Bt h)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
1 13A-4ocs
'6143
n
4.60
�', --2.66
00
76
300
19,11'
0
'Jo
0
0
-lA-clorn
1 Drc2om
1.270
0 ' 870:
n
-n
'35.516
24.36
34.77
27.10
15
0
G
0
633
u
.522
0
0
'-d
0
0,
0
0
%13A-4ocs
0.143
e
4.00
2.55
0
0
0
0
0
0
0
0
I'l
IA-clorn
11DO
1.270
0.390
e
e
35.56
10.92
91.12
11.31
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
--G
V
I3A4ocs-
0.143
s
4.00
2.65
0
0
0
Q
0
0
0
0
I D-c2orn
I D-c2orn
O�870,
s
s
24.36.
24.36
2710
27.10
-0
0
0
0
�O
0
0'
0
�O
0
0
0
0
0
I D-c2orn
11DIO
O�390
s.
s
'24.36
10.92
2�.. 10
11.31
0
0
0
.0
0
0
0
0
0
0
'0
r
W.
13A-4ocs
0.143
w
4.00
2.55
0
0
0
0
126
111
444
283
L-G
IA-clorn
1.270
w
35.56
91.12
0
0
0
0
16
0
533
1367
P
12670SW
0,091
2.55
T ' 28
0
0
0
0
.0
0
C
16B-19ad
0.049
1.37
2.57
140
140
192
360
188
188
484
F
20P-Ot
0.521,
14.69:
651
140
14Q
2042
912
188
188
2743
1224
6 6
c) AED excursion
-88
447
Envelope losstgain
3068
1896
3978
3805
12
a) Infiltration
189
53
264
75
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliancestother
0
0
Subtotal (lines 6 to 13)
3257
1950
42431
3879
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
3257
1950
4243
3879
15
Duct loads
-0%
0%
0
0
-0%1
0%
0
0
Total room load
32571
1950
4243
38791
Air required (cfm)
I
1
1 1031
871
1
13M41
174
Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed.
Right -Suite@ Universal 8.0.11 RSU081 01 2011-Sep-1210:27:30
... ingsXNikki-2\MyDocumentskWdghtsoftHVACkHAWKEYEBUILDERS.rup Calc=MJB FrontDoorfaces: Page 2
Right-JO Worksheet
Entire House
QUICK CALCS, INC.
317 ST. LUCIE LN., FF. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772466-6796 Email: QUICKCALCS@AOL.COM
Job:
Date:
By:
I
Room name
BEDROOM 3
BEDROOM 2
2
Exposed wall
0 ft
29.0 ft
3
Ceiling height
9.0 ft heattcool
9.0 It heat1cool
4
Room dimensions
1.0 x 154.0 ft
1.0 x 202.0 ft
5
Room area
154.0 ft2
202.0 ft2
Ty
Construction
U-value
Or
HTM
Area (ft)
Load
Area (ftj
Load
number
(Btuh/ft'L-F)
(Bt
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
NIP/S
Heat
Cool
Gross
N/PIS
Heat
Cool
6
13A-4ocs
0.143
n
4.00
2.55
0
0
6
0
0
0
0
0
1A-clo-m
1.270
n
35.66
34.77
0
10
1 0
0
0
0.
0
0
1 D-c2om
0.870
n
24.36
27.10
0
.0
0
0
0
0
0
0
ti
13A-4ocs
0.143
e
4.00
2.55
0
0
0
0
0
0
0
0
11
1A-clom
11DO
1.270
0.390
e
e
35.56
10.92
91.12
11.31
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V
13A-4ocs
0.143
s
4.ob
2.55
01
0
0
0
126
108
432
275
1 D-c2om
0.870
s
24.36
27.10
0
0
0
0
18
18,
438
488
1 D-c2om
0.870
s
24.36,
'27.1,0
0
0
0
0
0
0
0
0
1 [Nc2om
11DO
0870
0:390
s
9
24.36
10'.92
27.10
11.31
0
0
'0
0
0..
0�
0.
0
0
0-
0
0
'D
0
0
Y--G
13A-4ocs
0.143
w
4.00
2.65
0
0
0
0
135
120
480
305
IA-clom
1.270
w
36.56
91.12
0
0
0
0
15
0
633
1367
,P
12C-Osw
0.091
-
2.55
1.28
0
- 0
0
0
0
0
C
1613-19ad
0.049
-
1.37
Z57
164
154
211
396
202
202
277
520
F
20P-Ot
O�521
-
14.59
6.51
154
154
2247
1003
202
202
2947
1316
61
c) AED excursion
-601
1
288
Envelope losstgain
2458
1339
5109
4558
12
a) Infiltration
0
0
548
154
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliancestother
0.
0
Subtotal (lines 6 to 13)
2458
1339
5656
4713
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
14
Subtotal
2458
1339
5656
15
Duct loads 1
-0%
0%
01
0
-0%
0%
0
Total room load
24581
13391
5656 .
Air required (Grm)
77
60
1
1 178
Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed.
Right-SuiteD universal 8.0.11 RSU081 01 2011 -Sep-1 2 10:27:30
ingsNikki-2\MyDocuments%W(ightsoftHVACkHAWKEYEBUILDERS.rup Calc=MJ8 FrontDoorfaces: Page 3
Right-M Worksheet
Entire House
QUICK CALCS, INC.
317 ST. LUCIE LN.. FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@,AOL.COM
Job:
Date:
By:
1
Room name
BATH 2
AC
2
Exposed wall
16.0 ft
0 ft
3
Ceiling height
9.0 It heat1cool
9.0 ft heattcool
4
Room dimensions
8.0 x 10.0 ft
4.0 x 3.0 ft
5
Room area
80.0 fI2
12.0 ft2
Ty
Construction
U-value
Or
HTM
Area (ft�
Load
Area (ft2)
Load
number
(Btuh/ft--F)
(B ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
NIP/S
Heat
Cool
Gross
N/PIS
Heat
Cool
6
13A-4ocs .
0:143,
n
4.00
2.55
0
0
0
0
0
0
1A-clorn
1270
n
35.56
34.77
0
0:
0
0
0,
0
1 D-c2orn
�0.870
n
24.36
27.10
6
01
0
0
0
0
0
0
WL8
13A-4ocs
0.143
e
4.00
2.55
72
72
288
183
0
0
0
0
11
1A-clorn
11DO
1.270
0.390
e
e
35.56
10.92
91.12
11.31
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A4ocs
0.143
s
4.00
2.55
72
63
252
160
0
0
0
0
1 D-c2orn
0.870
s
24.36
27 * 10
'0
0
0
0
0
0
0
1 D-c2orn
0 * 870
�s
24.36
27.10
9
9
219
244
0
0
'0
.0
1 D-c2orn
0.870
-9
24.36
2T10
0
0
0
01
0
01
.0
0
11DO
0390
s'
10.92
11:31:
0
0
0
0
0
0
0
0
T--G
13A-4ocs
0.143
w
4.00
2.55
0
0
0
0
0
0
0
0
IA-clorn
1.270
w
35.56
91.12
0
0
0
0
0
0
0
0
P
12C-Osw
0.091
-
2.65
1.28
0
0
0
0
0
0
0
0
C
16B-19ad
0.049
-
1.37
167
80
80
110
206
12
12
16
31
F
20P-Ot
0.521
-
14.69
6.51
80
80
1167
521
12
12
175
78
6
c) AED excursion
-60
-5
Envelope loss/gain
2037
1254
192
104
12
a) Infiltration
302
85
0
0
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliancestother
01
0
Subtotal (lines 6 to 13)
1
2339
1339
1921
104
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
2339
1339
192
104
15
Duct loads
-0%
0%
0
0
-0%
0%
0
0
Total room load
23391
13391
192
104
Air required (cfm) I
1 1
74
60
1
1 6
5
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
'41� Right -Suite@ universal 8.0.11 RSU08101 2011 -Sep-1 2 10:27:30
ings\Nikki-2\MyDocuments\WrightsoftHVAC\HAWKEYEBUILDERS.rup Calc=MJ8 FrontDoorfaces: Page 4
Right-M Worksheet
Entire House
QUICK CALCS, INC.
317 ST. LUCIE LN.. Fr. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@,AOL.COM
Job:
Date:
By:
1
Room name
HALL
FAMILY ROOM
2
Exposed wall
0 It
32.0 It
3
Ceiling height
9.0 It heat1cool
9.0 It heattcool
4
Room dimensions
1.0 x 76.0 It
17.0 x 16.0 ft
5
Room area
76.0 ft2
255.0 ft'
Ty
Construction
U-value
Or
HTM
Area (W)
Load
Area (fl:2)
Load
number
(Btuh/ft2-'F)
(13t /ft2)
or perimeter (ft)
(13tuh)
or perimeter (ft)
(13tuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/PIS
Heat
Cool
6
If
13A-4ocs
0143
n
4.00
2.55
0
6
0
153
1221
492
313
1A-clorn
1.270
n
35.56
34.77
0
0
0
30
0
1067
1043
1 D-c2orn
0.870
n
'24.36
27.10
.0
0
0
6
0
0
0
0
13A-4ocs
0.143
e
4.00
2.55
0
0
0
0
135
84
336
214
11
1A-clorn
11DO
1.270
0.390
e
e
35.66
10.92
91.12
11.31
0
0
0
0
0
0
0
0
30
21
0
21
1067
229
2734
238
D
IN
13A-4ocs
0.143
s
, 4�.00
2.55
0
0
0
0
0
0
0
1 D�c2orn
0.870
s
24.36
27.10
0
0
-0
0
0
0
0
0
1 D-c2arn
0.870
s
24.36
27A0
0
0
0
0
0
0
0
1 D-c2om
11DO
0.870
s
s
24.36
10.92
27.10
11.3T
0
0
0
01
0
0
0.
0
0
0
.0
0
0
Y-G
13A-4ocs
0.143
w
4.00
2.55
0
0
0
0
0
0
0
0
1A-clom
1.270
w
35.56
91.12
0
0
0
0
0
0
0
0
P
12C-Osw
0.091
-
2.55.
'1�28
0
0,
�O
0
0
0
0
0
C
1613-19ad
0.049
-
1.37
2.57
76
76
104
196
255
255
350
656
F
20P-Ot
0.521,
-
14:59
6.51
76
76
flog
495
255
255
3720
1661
6
c) AED excursion
-30
-303
Envelope losstgain
1213
661
7262
6554
12
a) Infiltration
0
0
604
170
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances/other
0
0
Subtotal (lines 6 to 13)
1
1213
661
78661
6725
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
14
Subtotal
1213
661
7866
15
Duct loads
-0%
0%
0
0
-0%
0%
0
Total room load
12131
661
7866
Air required (cfm) I
1
1
38
301
1
248
Calculations aporoved by ACCA to meet all requirements of Manual J 8th Ed.
'4&Right -Suite@ universal 8.0.11 RSU08 01 2011 -SepA 2 10:27:30
'k I
... ings\Nikki-2\MyDocumentskWrightsoftHVACXHAWKEYEBUILDERS.rup CaIc=MJ8 FrontDoorfaces: Page 5
Right-M Worksheet
Entire House
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM
Job:
Date:
By:
1
Room name
LVIING
KITCHEN
2
Exposed wall
16.0 ft
11.0 ft
3
Ceiling height
9.0 ft heat1cool
9.0 ft heat1cool
4
Room dimensions
1.0 x 272.0 ft
11.0 x 13.0 ft
5
Room area
272.0 ft2
143.0 it'
Ty
Construction
U-value
Or
HTIVI
Area (ft2)
Load
Area (fli
Load
number
(Btuh1ftZ-*F)
t
or perimeter (ft)
(Btuh)
or perimeter (ft)
(13tuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
13A-4ocs
A143
n
4.00
- 2.56
0,
0
0
0
0
0
0
0
IA-cl orn
1.270
n
34.77
- 01
0
0
6
01
0
0
G
1 D-c2orn
0.870
n
24.36
27.10
0
0
0
0
0
0
.0
0
IL8
13A4ocs
0.143
e
4.00
2.55
0
0
0
0
0
a
0
0
11
1A-clom
11130
1.270
0.390
e
e
35.56
10.92
91.12
11.31
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
"-G
13A-4ocs
0.143
rS
4.00
2.55
144
8T,
348
221,
99
90
360
229
I D-c2om
0.870
s
24.36
-27.10
0
0
0
0
0
0
0
0
I D-c2orn
0.870
s
24.36
27.10
0
0
0
0
9
9
219
244
G
I D-c2orn
11DO
OA70
0.390
s
s
24.36,
10.92
27.10
11.31,
36
21
36
21
877
229
975
238
0
0,
0
0
0
0
0
:---D
T-G
13A-4ocs
0.143
w
4.00
2.55
0
0
0
0
0
0
0
0
1A-clorn
1.270
w
35.56
91.12
0
0
0
0
0
0
0
0
P
12C-Osw
0 ' 091.
2.55
1.28
0
0
0
0,
117
117
298
150
C
16B-19ad
0.049
-
1.37
2.67
272
272
373
700
143
143
196
368
IF
20P-Ot
0.621
-
14.59
- 6.51
272
272
3968
1771
143
143
2086
931
6.
c) AED excursion
70
-86
Envelope loss/gain
5796
_3976
3160
1837
12
a) Infiltration
302
85
208
59
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliancestother
0
0
Subtotal (lines 6 to 13)
6098
40611
3368
1895
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
6098
4061
3368
1895
15
Duct loads
-0%
0%
0
0
-0%
0%
0
0
Total room load
60981
1
4061
33681
1895
Air required (Gfm)
192
1821
106
�895
Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed.
Right -Suite@ Universal 8.0.11 RSU081 01 2011 -Sep-1 2 10:27:30
ingsINikki-2\MyDocuments%WrightsoftHVACkHAWKEYEBUILDERS.rup Calc=MJB FrontDoorfaces: Page 6
ff0U1C-Kf6WLrC-S Right-M Worksheet Job:
Entire House Date:
By:
QUICK CALCS, INC.
317ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax:772-466-6796 Email: QUICKCALCS@AOL.COM
1
Room name
DINING
2
Exposed wall
11.0 ft
3
Ceiling height
9.0 ft �eattcool
4
Room dimensions
11.0 x 8.0 ft
5
Room area
88.0 ft2
Ty
Construction
U-value
Or
HTIVI
Area (112)
Load
Area
Load
number
(Btuh/ff--F)
(Bt
I or perimeter (ft)
(Btuh)
or perimeter
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
13A-4ocs
0.143
6
4.00
2.55
99
76
300
1 Gil'
1A-clorn
1.270
n
35.56
34.77
0
0
0
.0
1 D-c2om
0.870
n
24.36
27.10
24.
0,
585
650,
%13A-4ocs
0.143
e
4.00
2.55
0
0
0
0
11
1A-clorn
11DO
1.270
0.390
e
e
35.56
10.92
91.12
11.31
0
0
0
0
0
0
0
0
-G
13A4ocs
.0.143
s
4.00
2.55
0
0
0
0
1 D-c2orn
0.870
s
24.36
27.10
0
0
0
I D-c2orn
0.870
s
24.36
27.10
0
0
0
0
I D-c2onn
-11 DO
0.8yo:
0.390
S
s
24.36
10.92
27.10
11.31
0
0
0
0
0
0.
0
T-G
13A4ocs
0.143
w
4.00
2.55
0
0
0
0
1A-clorn
1.270
w
36.56
91.12
0
0
0
0
P
12C70sw
0.091
-
2.55
1.28
72
72,
183
92
C
1613-19ad
0.049
-
1.37
2.57
88
88
121
226
F
20P-Ot
0.521
-
14.59
�6.51
88
88
1284
573
6
c) AED excursion
-77
Envelope losstgain
2473
1656
12
a) Infiltration
208
59
b) Room ventilation
0
0
13
Internal gains: Occupants @ 230
0
0
Applianceslother
0
(lines 6 to 13)
2681
1714
Less external load
0
0
[Subtotal
Less transfer
0
0
Redistribution
0
0
14
Subtotal
2681
1714
15
Duct loads
-0%1
0%1
0
01
1
Total room load
2681
17141
Air required (cftn)
1
841
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite@ Universal 8.0.11 RSU08101 2011 -Sep-1 2 10:27:30
ings\Nikki-2\MyDocuments\WdghtsoftHVAC\HAWKEYEBUILDERS.rup Calc=MJ8 FrontDoorfaces: Page 7
PIGO.Cl App,o.a: > prl,rt , ;,p.p > ApPlication Detail
L #
FLI 1963
Application Type
New
Code Version
2007
Application Status
Approved
Comments
Archived
Product Manufacturer
Town and Country Industries,
1*��o �a�
Address/ Phone/Ema it
400 e
Ft. Lauderdale, FL 33309
(954) 493-8551
tomj@tc-alum.com
Authorized Signature
Frank Bennardo
clangley@engexp.com
Technical Representative -Thomas B. Johnston
Address/Phone/Email 400 west McNab Rd.
Ft. Lauderdale, FL 33309
(954) 970-9999
tomj@tc-alum.com
Quality Assurance Representative
Address/ Phone/Email
Category Shutters
Subcategory Storm Panels
Compliance Method
Florida Engineer or Architect Name. who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Evaluation Report From a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Frank L. Sennardo
PE-0046549
PFS Corporation
12/31/2011
ORLANDO L. BLANCO, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence Fl-11963, RO COI Cert.1ndep.pdf
Referenced Standard and Year (of Standard) Standard Year
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
Equivalence of Product Standards
Certified By
http:,'/www.floridabuildlng-Org/Pr/pr�-app_dtl.aspx?param=wGEVXQwtDqsxYleb4opOD
3/17/2009
Flonida Building Code Online
Page 2 of 2
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method I Option D
12/31/2008
12/31/2008
01/09/2009
02/03/2009
FL * -
Model, Number or Name Description
11963.1
"Safety Edge" Storm Pane s
28ga (0.01s") Steel, 0.022" Alum (Perf and Non-Perf),
Clear Polycarb (Full and Half)
Limits of Use
Installation Instructions
Approved for use in HVHZ: t.10
FL11963 130-11 Dwg.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Frank L. Bennardo, P.E. PE-0046549
Design Pressure: +54/-54
Created by Independent Third Party: Yes
Evaluation Reports
Other: This product is not valid for use within the
FL I
I — 90—&Q-A-E—E-Y��Lgg-gorj.p
Af
HVHZ.See Evaluation Report and engineering drawing
Created by Independent Third Party: Yes
[f.r.additional limitations and conditions of use.
DCA Administration
OePartme" t Of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Bo�jead
7allaha,lsee, Florida 32399-2100
(850) 487-1824, FaX (850) 414-8436
0 2000-2005 The State of Florida. All rights reserved. CDQyright and Disclaimer
Product Approval Accepts:
http://www.floridabui]ding.or,c,/pr/pr app cal.aspx?param=wGEV , XQwtDqsxYleb4opOD... 3/17/2009
"SAFETY EDGE" & POLYCARB STORM PANELS
28ga (0-018") STEEL & 0.10ol, POLYCARB
Ole- GALV STEEL PERFORA71ONS
.0.378' (OPTIONAL)
SAFETY EDGE
TYP)
4/ % 1.125" (1/4
V
4.844" 4.844'
— 12 COVERAG E ___ - 1
13.5" TOTAL WIDTH
�TEEL STORM PANEL PROFILE
J� PAN�ELPRO�Fll
ST �STORM
la 4' = V-0"
SECTION
0. 100- POLY- 2-
CARBONATE
1.216" pD.010.)
1.216,
4
12.5' COVERAGE 1.25,
IS' TOTAL WIDTH
U,-XCPOLYCARB STORM PANEL PROFILE
SECTION
VTOP MOUNT Mo ;
F _T_� WIDTH U114UMMD
ICONN AS REQ'D) SERi��::-�
IT
-:T:::
T
-T
0
3/16"
D D
D
-T - D D_ 2' 1 )
IT
---------------
0.018' GALV STEEL
0 378* PERFORATIONS
(OPTIONAL)
[L.251 ,-SAFM EDGE
(1/4' TYP)
4.844*
COVERAGE 0.378"
7.531" TOTAL WIDTH
&�_7EL HALF
STE�L _HALF. -PANEL PROFILE
lb 4" - V-13" SECTION
0.100" POLY_
CARBONATE
0.75' (mko.01011)
4;
5.000* 0.75"
��6.25" COVERAjGE�
98.413'TOTAL WIDTH
PO
_�ULYCARB HALF -PANEL PROFILE
ld ��CAREI HAI_
4' V-0' SE ON
OPTIONAL
PIN PERFORATIONS
VIEWS 3" = l'-O* ELEV
v
3111.TL
T
J
BOTTOM MOUNT
(CONN AS REQ-0) -------------
_� KEYHOLE PUNCH
TYPICAL ELEVATION r3
ELEV
-MIN
THICKNESS
1/4-20 S7`UDS
AT 12' D.C.
T
TF
? ft7-
Lrc),oso-Typ
L
KEYHOLE
STUDDED ANGLE
b, - V-0"
(:�)_WASHER
6'� 11.0.
TF
L ` E_
r —, � �
ALUMINUM STEELJ-PAN
&CLOSURE CLOSURE
4. � V-0. \,� 4 = �V-W
GENERAL NOTES -
1) TH is SYSTEM HAS BEEN TESTED AND EVALUATED AS A LAR6e
MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE
WITH THi-,::%"
REQUIREMENTS OF THE RORIOA BUILDING CODE, CURRENT
EDITION, FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE
ZONE PER ASTM STANDARDS E330, E1886, & E1996.
2) NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN
USED IN TI-fE DESIGN OF THIS PRODUCT. WID LOAD DURATION
FACTOR Cd- 1.6 HAS BEEN USED FOR WOOD ANCHOR
DESIGN,
3) POSITIVE AND NEGATIVE DESIGN PRESSURES To BE USED
WITH THESE DRAWINGS SHALL Be DETERMINED By OTHERS
FCR
SPECIFIC)OBS IN ACCORDANCE WITH THE GOVERNING CODE.
WHEN CALCULATING PRESSURES PER ASCE 7, USE OF
DIRECTIONALITY FACTOR Kd-0.85 IS ALLOWED.
4) THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT
PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE
CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN,
A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL
PREPARE SITE SPECIFIC DOCUME14TS TO BE USED IN
CONJUNCTION WITH THIS DOCUMENT.
5) PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE
EXISTING STRUCTURE TO WITHSTAND NEW SUPERIMPOSED
LOADS.
6) CLEAR POLYCARaONATE PANELS SHALL BE ALTERNATED WITH
0,018- (MIN) GALV STEEL PANELS SUCH THAT No Two
POLYCARBONATE PANELS ARE ADJACENT To EACH OTHER.
7) ALL PANELS SHALL BE INSTALLED USING KEYHOLE wASHERS
IN CONJUNCTION WITH ALL MOUNTING CONDITIONS
-
8) ALL GALV STEEL STORM PANELS SHALL HAVE MIN
GALVANIZED THICKNESS t=0.018" CONFORMING TO ASTM A6531
STRUCTURAL QUALITY GRADE 40, WITH G60 GALVANIZED
COATING AND MIN Py-44.59 K57 -
10) CLEAR POLYCARaONATE STORM PANELS WITH 12.5'
COVERAGE SHALL BE MFO By TRANSPARENT PROTECTION
SYSTEMS, Inc., AND THOSE WITH 6.25" COVERAGE SHALL BE
MANUFACTURED BY TOWN & COUNTRY INDUSTRIES In. ALL
POLYCARB PANELS SHALL BE EXTRUDED WITH MIN'THICXNESS
t-0-100- C*0.010-) AND SHALL BE FABRICATED FROM 100%
i7 : ;
G.E,
SYNTHETIC THERMOPLASTIC POLYMER LEXAN RESIN 0103-112 HIV
STABILIZED) OR EQUIVALENT. THIS �IATCRIAL I- COMPARABLt 10
Q.E. LEXAN POLYMER SHEET 49034, AS APPROVED UNDER
MIAMI-DADE COUNTY NOTICE OF ACCEPTANCE #03-0924 01'
MINIMUM SYNTHETIC THERMOPLASTIC POLYMER TENSILE
STRENGTH Fy=8.908 KST, FLEXURAL STRENGTH Fby-12.90 KSI, &
FLEXURAL MODULUS IS 328.7 KST.
11) ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,
UNLESS NOTED OTHERWISE. .
a
12) PANELS SHALL BE PERMMENTLY LABELED WITH AMINIMUM
OF ONE LABEL PER PANEL AS FOLLOWS:
TOWN & COUNTRY IND.
ASTM Else' E1996 & E330
MISSILE 0 F�C APPROVED
131 STORM PANELS HAVE BEEN DESIGNED AND TESM TO THE
MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS.
REFERENCE CONSTRUCTION TESTING CORPORATION (CrC OF
MIAMI, FL) TEST REPORTS #04-004, 404-005, S 004-006.
14) TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHMGED AS
FIELD CONDITIONS DICrATE. PANELS MAY BE MOUNTED
HORIZONTALLY WHERE APPLICABLE.
15) ALL BOLTS & WASHERS SHALL Be ZINC COATE
-1) STEEL
G ALVAN12ED STEEL, STAINLESS STEEL, OR 2024 -T4 ALUMINUM
ALLOY WITH AMINIMUM TENSILE YIELD STRENGTH OF 33 KSI.
0
IA ce 9
" Ul
'D uj
H a
A
0 <
t g12
0,
U
HIP.
S-Tcm-000i
I
EXISTING HOST
STRUCTURE EXlS_nNG HOST
ANCHORPER STRUCTURE, TYP
ANCHORSCHED I
EMBED 2" To 51
MAX
FQ/IERLIOI�
ANCHORS AT I?- O.C.-L(USE ANY
ANCHOR FROM ANCHOR SCHED)
tn
I /� TRAP MOUNT CLOSURE
0 MINIMUM 2
EXISTING z
SEPARATION - PLAN VIEW
GLAZING REQUIRED
1/4-20 x 3/4' 114-
5.5 STUDS MAX
1/4'
AT 12' O.C. MAX
EMBED
/4" MAX
ANCHOR PER CHOR EXISTING HOST
SCHEDULE STRUCTIIRE
MOUNTING SECTION WA_LL MOUNT CLOSURE
3� - 1.-,. 2 3.- 1-0. PLAN VIEW
SPAN SCHEDULE
Isk'So?" GALV STEEL PANELS
I :k54.0 psf
MAX SPAN: W-2 - (ALL MOUNTING CONDITIONS)
MIN SPANS : 26- (DIRECT MOUNT TOP & BOTTOM)
16' (ALL OTHER CONDITIONS)
0.100" CLEAR POLYCARB FULL -/HALF -PANELS
MAX LOAD: 154.0 psf
MAX SPAN: 9'.2" (ALL MOUNTING CONDITIONS)
MIN SPANS: 24' ( DIRECT MOUNT TOP & BOTTOM)
IS- (ALL OTHER CONDITIONS)
-BEND PANEL AROUND
o
G'
10
��T
CORNER & STITCH TO
ADJACENT PANtL
WITH
fro) w
1/4-20 BOLTS
WASHERED
m
uj LL� 0
WINGNUTS AT 24-
D.C. (TYP)
Lu :3 LL U
0 Z
FASTEN PANELS 1*0
GLE
11 MS'nNG CST
> U,4 U
w < < �
015 L9
HOST STRUCTURE OR
TO STUDDED ANGLE
VAR STRUCTLZ
Z
z lu
(TOP & BOTTOM) AT
CORRUGATION VALLEY
TO CORNER
w
!� �U4 3:
in 3:
C, W
ui
(EACH SIDE)
uj
CORNER CLOSU RE
N.T.S. PLAN VIEW
1/4*
MAX
(DID,
ANCHORS AT 17' D.C.
(USE ANY ANCHOR
FROM ANCHOR SCHED) —
EXISTING HOST
STRUCTURE
BUILD -OUT
MOUNT CLOSURE
PLAN VIEW
oz
NO
q
0
05-TCM-0001
a
ANCHOR NOTES:
1) 1/4" TAPCONS MAY Be BY ITW OR BY ELCO. "ELCo
ANELMATE' ANCHORS MAY BE ELCO FEMALE
PANELMATE
OR CLCO PANELMA7E PLUS, AS ILLUSTRATED.
2) ENSURE MINIMUM 2' EDGE DISTANCE FOR ANCHORS
TO CONCRETE & TO HOLLOW BLOCK, EDGE DISTANCE
OF
3/4' IS ACCEPTABLE FOR ANCHORS TO WOOD, WITH THE
EXCEPTION OF PANELMATE ANCHORS FOR WHICH 1
2- MIN
EDGE DISTANCE IS REQUIRED. FOR PANELMATES TO
WOOD WITH 3/4* MIN EDGE DISTANCE, ALLOWABLE
SPACING SHALL BE 6' D.C.
9
3) MINIMUM EMBEDMENT SHALL BE AS NOTED IN
ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE
DISTANCE EXCLUDES STUCCO, FOAM, BRICK. AND OTHER
WALL FINISHES.
4) ANCHORS SHALL BE INSTALLED IN ACCORDANCE
WITH MANUFACTURERS' RECOMMENDATIONS.
5) WHERE EXISTING STRUCTURE IS WOOD FRAMING,
EXISTING CONDITIONS MAY VARY. FIELD VERIPYTHAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING
MEMBERS, NOT PLYWOOD.
6) WHERE ANCHORS FASTEN TO NARROW FACE OF
STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER
OF NOMINAL 2x4 (MIN) WOOD STUD (Le. 314" EDGE
DISTANCE 15 ACCEPTABLE FOR ANCHORS TO WOOD
FRAMING). WOOD STUD SHALL Be -SOUTHERN PINE-
G=0.55 OR GREATER DENSITY, UNLESS OTHERWISE
NOTED.
c!
7) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS
CERTIFIED HEREN, BUT ONLY PROVIDES MAXIMUM
ALLOWABLE ANCHOR SPACING. MAXIMUMALLOWABLE
SPANS AND PRESSURES INDIrA7E0 IN SPAN SCHEDULE
SHALL APPLY.
8) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'
ENGAGEMENT OF THREADS
IN BASE ANCHOR AND MAY
IIAVE ETHER A PAN HEAD TRUSS HEAD, OR WAFER
HEAD (-51DEWALX BOL-r)U.N.O.
ANCHOR SCHEDULE
C,
Lu' IQA x
o
Wu- Z) "K u
< z
>
Lu u,
CDC
L5
Lu
Lu
U01
z
o
0-
T
Ot!
0 d :3:
JUNI
u I � I d"�. M..
05-Tcm-00011
0
N MIAN
BXLIANC90FF10E(BCC0)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEFFANCE
KMH-DADZC0UNTYjF1A)R1DA
MEMO-DADE FLAGLER BUILDING
WESr FLACUM STRELM, SUrrK 16M
MMU, FIDREDA 33130-1563
(305) 375-2901 FAX (305) 372-6339
AWP., LLC
8130 NW 74" Avenue
Mianst FL 33166
SCOPE:
Tins NOA is being issued under the applicable rules and regulations
governing the use of construction
materials. 'Me documentation submitted has been reviewed byg)
'Ide county Product Control
Division and accepted by the Board of Rules and Appeals- (BC
be used in Mann Dade County and
other areas whem allowed by the Authority Having Jurdisdiction
This NOA shall: not be valid aft the expiration date gatel ble
o�ow. The Miami -Dade County Product
Control Division (In Miami Dade County) and/or the AHJ (in areas
other than Miami Dade County) reserve
the, right to have this product or matedal testod ibr quality'assum
cc purposes. N this product or material
fads to perform in the accepted manner, the marraftcturer will incur
the expense of such testing and the AHJ
may immediately - revoke,, modify, or suspend the- use of such prod
ad or material witidn their jurisdiction.
BORA reserves- the right to revoke this acceptance, ff it is determined
by Miami -Dade Coady Product
Control Division that this product or material fails to meet the requir
aments of the applicable building code.
Ibis product,is approved. as described herein, and has been designed
to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
D E S C R1 MOK: - _Ser Joi -, 5 8 0 Y
APPROvAL DocumENT: Drawing No. wq&3s, titied"seriess8o
Ahim. single, Hung window (N.W,,
sheets I through 5 of 5, dated 10/10/96 with revision F dated 021260,-prepared
by Al-Farooq Corporation,
signed -and scaled by Humayoun Farooq, P.E., bearing the Miami-lk
de County Product Control RevWon
stamp with the Notice of Acceptance number and emAration date by
hfiami-Dade County Product
Control Division.
MISSILE IMPACT RATING: None
LABELING; Each unit shall bear a permanent label with the
name or logo, city, state and
following statement: "Miami -Dade County Product Control
unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal
has been filed and there has been
no change in the applicable building code negatively affectng the
of this product.
TUNUNATION of this NOA will occur after the expiration date
ff them has been a rem -on or change
in the materials, use, and/or mami&cture of the product orf prmocess.
of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall
tezminate this NOAL Failure
to comply with any section of this NOA shall be cause -for
and removal of NOA.
ADVERTISEMENT: The NOA number preceded'by -the
Miami -Dade County, Florida, and
followed by die w[piration date may be displayed in advertising li
trdm. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of thi3 cutire NOA shall be Provided to thc IN"
by the manu&cb= orits
diotbutors and shall be available for iaVwdcm at the job site at the
mquest of ft Building Official.
This NOA MMM NOA # 07_1029.08 and consists of this pap I an
t evidence pages E-1 and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Fft A. HuTis, PX
094316JOP
iin v _7
p Fe W6,-M9
jo - a! _Za t e�
Page 1
AWP
, LLC.
A. DRAwms
1. Manufacturer's die drawings and sections.
0
� on, dated 10/10/96 with revision F
2. Drawing No W96-38, Sheets I through 5 of 5, fled "Series 580 Alum. Single Hung
Window (N.1)" prepared by Al-FaroN Colpo
g
dated 02/26/6,stped and sealed by HMumq4yoF=N, P.E.
B. TESTS
1. Test reports on: 1) Air Inffitration Tes� per F-B
TAS 202-94
2) Uniform Static Air PMI8=
e
3) Water Resistance, Tes4 pei F
rj
r
=4 Loading per FBC TAS202-94
C, TAS 202-94
4) Forced EntrY Test, per AS
along with marked -up drawings and hwallition
588, TAS 202-94
fiagram of a Series 580 Eyebrow Top
Aluminum Single Hung Window, prepared by F
Test Report No. FII-5343, dated 10/09/07., sigi
mestration Testing Laboratory, Inc_,
ted and sealed by Carlos S. Rionda,
P.E.
.2. Test reports on: 1) Air h0tration Test, per FBQ
TAS 202-94
2) Uniform Static Air
3) Wow Resistance
Loading per FBC TAS 202-94
C, TAS 202-94
4) Forced Entry Tes4 per
along with marked -up drawings and installation
Aluminum
588, TAS 202-94
'affm of a Sedes 580 Radius Top
Single Hung Windo* prepared by F
Tea Report No. FrL-4443, dated 01-12610-5,
Testing Laboratory, Inc.,
Larpespa4 P.E.
and scaled by Edmundo
3. Test reports on: 1) Air WItration Test, per FBC
TAS 202-94
2) Uniform Static Air
3) Water Resistance -I per
Loading per FBC TAS 202-94
C, TAS 202-94
4) Forced �ntiy Test per
along with marked -up drawings and installsuou
1302-paragraph 5 3.1.1 to:3.1.5
'agram of a Series 580 Aluiminum
Single Hung Window, glazed with 3/16" temp.
Laboratory, Inc., Test Report -No. M-3879,
ass, prepared by Fenestration Testing
08/28/03,
Joseph Chan, P.E. (Submwed under NOA
signed and sealed by
Z 06)
4. Test reports on: 1) Uniform Static Air Pressure T
Loading per FBC TAS 202-94
2) Water Resistance Test per
along with marked -up drawings and installation iagram
C, TAS 202-94
of a Series 580 Aluminwn
Single Hung Window, glazed with 1/8" a�nn.
Laboratory, Inc... Test Report No. M,-3861,,
prepared by. Fenestration Testing
08 /07/03, signed and sealed by
JoscphChan,P.E. (Saftd&eduxderNOA#G2-#5dZ#6)
E-I
FWz A. Harri% PX
Product Control Fiaminer
NOA Me. 09-0316.10
Expiration Date: November 14,2012
Approval Date: May 6,2009
AWE'LLC
D.
E.
F.
CALCULATIONS
1. Revised anchor calculations and structural. aid
F Wpm V-d by Al-Fwooq Corporation. date*d Feb
Humayoun Farooq, P.E.,
2. Anchor verification calculatio ns and shuctural
prepared by Al-Farooq Corporation, dated 10/1
Faroo,q, P.E.
CompHes with ASIM B1300-02
QUALITY ASSURANCE
hfiami Dade Building code Compliance office
MATERIAL CERTIFICATIONS
1. None
STATEMENTS
1. Stattment letter of conformance, dated February
2. HumaYOun Farooq, P.E. -
Letter` of Compliance, dated February 24, 2009,
Farooq, P.E.
3. Letta from AWP, LLC, dated 03/10/*09,, requad
FBC2007 and company name, signed by Mr. Rol
G. OTHERS
1. None.
B-2
is,. complying with FBC-2007,
wy 24, 2009, -signed and sealed by
ysis, complying. with FBC-2004,
'y signed and scaled by Humayoun
2009, signed and sealed by Dr.
and sealed by Dr. Hurnayoun
a revision to update'to the
bo Perm;, AWP, LLC.
FUz A. Karri4 PY,
Product Control Exanihm
NOA No. 09-;0316.10
Xvirad Qn- lkte,- NovexoW 14, 2012
Approval Date: May 6,2009
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