HomeMy WebLinkAboutSUBMITTED PAPERS_1QFFIQE IISE ON1,Y
DATE FILED: V-3. / 0
PLANREVIEWFEE:_Iq& cc) RECEIPTNO.:1e9a-;L— PERAETNUM13ER: /001Y-0-0-r)-9a
CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.:
—%;u
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
St. Lucie County Building and Zoning
2300 Virginia Avenue
SCANNED Ft. Pierce, FL 34982-5652i?gw4- ccr-coet�
BY 772-462-1553
St Lucie County 1C01
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
1 LOCATION/SITE ADDRESS: NSZD\ CS -C) CzArND22=
2. PROJECT NAME\ -AP
SITE PLAN NAME:
3. PROPERTY TAX ID #:
4. LEGAL DESCRIPTION (attach extra sheets if necessary):
ML\C— �SA 5 — \v-,)-- F -'� F, ,
5n
5. PLATBOOK%��\- &PAPENO VS . TBLOCKNO. 8. LOT NO.
�20
.1 I/ Is p
9. . PARCEL SIZE (ACRES/SQ Fr.):39 ��/ LOT DIMENSIONS: 611' )c -3S
10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY- OQ j I
SETBACKS (ACTUAL) FRONT: VZ)' BACK: ��7' RIGHTSIDE: LEFTSIDE:
12. TYPE OF CONSTRUCTION (C heck all appropriate boxes)
,Xr [ ] EXPANSION/ADDITION INTERIOR RENOVATION
, _.,NEW CONSTRUCTION
RESIDENTIAL COMMERCIAL INDUSTRIAL
OTBER(SPECIFY)
13. DESCRIPTION OF PROPOSED USE:
'2
14. SQ. FT OF CONSTRUCTION: qbot — 15. SF. 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 County reserves the right to question and/or modifythe indica&d
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
REC6RDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02
OWNER INFORMATION
NAME: k7'i�o
ADDRESS:
CITY: Ke-�Oso'--- R-'-�eizAN STATE: ZIP:
PHONE(DAYTIME): (170 gQ0t-"3\5\ Email:
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: 21P:
PHONE (DAYTIME): 13\s\
CONTRACTOR INFORMATION
ST.ofFLREG.CERT#: ST. LUCIE COUNTY CERT #: \\Z)%"\
BUSINESSNAME:
QUALIFIERSNAME: ��3"F-NAtk1oE
,*-\\ �-k <,::",
ADDRUS: \- 9� -
CITY: N �S'\x%�
STATE: Z[P:
PHONE(DAYTIME): FAX NO.'S-G
ARCHITJENGINEER:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):'&�-)
BONDING COMPANY:
ADDRESS:
CITY:
MORTGAGE LENDER:
ADDRESS:
CITY:
STATE:
STATE:
ZIP: 7�-k\CF\:5
"Al'
"Al'
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, SI GNS, 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.will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants 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 COMMENCEMENT 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 INTEREST THAT IS SUBJECT TO
ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN
GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
,f L �J- ;1 &,L ct
01" R A eTOR SIGNATURE
STATE OF FLORIDA
COUNTY OF WS IKSIZ vtA
The foregoing instrument was acknowledged before
r\"
me this N \ day of
20
who is personally known%��or has produced
identification.
CdN TRACTOR SIGNATURE
STATE OF FLORIDA
COUNTY OF '�Y\ 0, %.:-, x\-A
The foregoing instrument was acknowledged before
meth4�.dayof V-,AJL .20\r(__'�
7"�)4P f",
by \ _Nk'�kVS \A.V\Z_yJ
who is personally known L___ or has produced
as identification.
�� \�V\ k:�� C_7� ��
Signature of Notary Signature of Notary
A
Commission No.— %&M M. HUNTER Comniission No. , -, �W, -� ", I
U R
MY COMMISSION # DD 630775 MY COM I N # DD 630775
EXPIRES: January 23,2011 EXPIRE anui 23,2011
rkg- '4
Bondod Thru NoMy Public Unclarwoters Bondod Thru 0 A Pub 10 Underwdters
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF P R
THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WELL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS.
For specific instructions see appropriate permit checklist.
OFFICE USE ONLY BP #: ocb =SQA
SECTTON
TOWNSHIP
RANGE
LA
MAP NO.
L4
ZONING
LAND USE
LOT CVG %
TAZ NO.
FLOOD ZONE
FIRM MAP #
IST FLR ELV
MAX HGT
CONST TYPE
OCCUPTYPE
MAX OCCUP
# OF FLRS
WATER
SEWER
SPRINICLERS
STORMWATER
LOT OF REC
Before 1/1990
LOT OF REC
After 1/1990
LOT SPLIT
REQUIRED
LOT SPLIT
APPROVED
REPORT
CODE
HABITABLE
AREA
(RADON)
RADON
FEE
PERMIT
FEE
LIBRARY
IMPACT
FEE
PUBLIC BID
IMPACTFEE
CORRECTION
PUBIC BLD
IMPACT
GENERAL
IMPACT
FEE
SCHOOL
IMPACT
FEE
RO
ACT
FEE
CREDIT
Y
N
LAW ENF
IMPACT
FEE
FIRE/EMS
IMPACT
FEE
DRIVEWAY
REQUIRED
Y
N
DRIVEWAY
FEE
ADMINISTRATIVE
VARIANCE FEE
SPECIFY
SUBS
REQUIRED
MECHA ROOF
ELECTRIC GAS
PLUMBING
NON -CONFORMING
LOT OF RECORD
FEES
MISCELLANEOUS
FEES
DATE SENT TO ADDRESSING: t1ill
REVIEWS
FRONT
COUNTER/
ZONING
REVIEW
SUPERVISOR
REVIEW
PLANS
REVIEW
VEGETAVON
REVIW
SEA TURTLE
REVIEW
MANGROVE
REVIEW
DATE
RECEIVED
10
DATE
COMPLETED
INITIALS
-4-
A OMB No. 1660-0008
U.S., DEPARTMENT OF HOMELAND SECURITY1-
Expires March 31, 2012
-Emergency Management Agency ELEVATION CERTIFIC, TIF
National Flood Insurance Program Important: Read the instructions on piges 1-9.
SECTION A - PROPERTY INFORMATION I For ln�u—rance Compan� Use:
Al. Building Owner's Name LOUIS GUIGNARD #4058-46 1 Poficv Number
A2. Building Street Address (including Apt., Unit,,Suite, and/or Bldg. No.) or P.b. Route and Box No. company NAIC Number
10701 SOUTH OCEAN DRIVE #L897
City JENSEN BEACH State FL ZIP Code 34957
IFT; I
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 40 tq _;tr_4t%.
LOT 897, VENTURE OUT AT INDIAN RIVER INC.
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL —0 viyu
A5. Latitude/Longitude: Lat. 27*16'18"N Long. 80*12'31'W Horizontal Datum: 0 NAD 1927 El NAD 1983
A6. Attach a ' t least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 5
A8. For a building with a crawlspace or enclosure(s): Ag. For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) N/A sq It a) Square footage of attached garage N/A sq ft
b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage
enclosure(s) within 1.0 foot above adjacent grade NIA within 1 -0 foot above adjacent grade N/A
c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in
d) Engineered flood openings? Yes 0 No d) Engineered flood openings? Yes No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B2. County Name B3. State
ST. LUCIE UN 5 _T
Bl.- NFIP Community Name & Community Number
INCORPORATED AREA 12028 ST. LUCIE FLORIDA
B4. M p/Panel Number
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
68. Flood
B9. B se Flood Elevation(s) (Zone
12111 C0313
F
Date
Effective/Revised Date
Zone(s)
AO, use base flood depth)
08/19/91
08/19/91
AE
8.0--
1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9_
FIS Profile 0 FIRM El Community Determined [:3 Other (Describe)
Bl 1. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 NAVD 1988 E] Other (Describe)
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes No
Designation Date El CBRS [I OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: 0 Construction Drawings* El Building'Under Construction* Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2_ Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, Vl-V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a-h
below according to the building diagram specified in Item A7. Use the same datum as the BFE.
Benchmark Utilized ST. LUCIE CTY. -Vertical Datum NGVD 1929
Conversion/Comments NONE
Check the measurement Used.
.a)
Top of bottom floor (including basement, crawlspace, or enclosure floor) 2.�5
0 feet
[I meters (Puerto Rico only)
b)
Top of the next higher floor
N/A.
0 feet
El meters (Puerto Rico only)
c)
Bottom of the lowest horizontal structural member (V Zones only)
N/A.—
0 feet
0 meters (Puerto Rico only)
d)
Attached garage (top of slab)
N/A.
El feet
[] meters (Puerto Rico only)
e)
Lowest elevation of machinery or equipment servicing the building
8.33
0 feet
0 meters (Puerto Rico only)
(Describe type of equipment and location in Comments)
Lowest adjacent (finished) grade next to building (LAG)
5.64
0 feet
El meters (Puerto Rico only)
g)
Highest adjacent (finished) grade next to building (HAG)
6.23
0 feet
E] meters (Puerto Rico only)
h)
Lowest adjacent grade at lowest elevation of deck or stairs, including
N/A._
[I feet
El meters (Puerto Rico only)
structural support
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed b a la � s�u;tve,or, engineer, or architect authorized by law to certify elevati
information. / certify that the information or? VtZi e represents my, best efforts to interpret the data available.
ertil
I understand that any false statement may nishable by fine or imprisonment under 18 U.S. Code, Section 1001.
. y
Check h i—e_nfs—ari 7prov :ZAZn back of form. Were latitude and longitude in Section A provided by a
licensed land surveyor? 0 Yes El No
7mm 17,,,-
Certifier's Vame STEPHEN .1/1311, OWNZ License Number #4049
Title SURVEYOR & MAPPER Jr Company Name STEPHEN J. BROWN, INC.
619 E 5'�wSTRW d City STUART . State FL ZIP Code 34994
Date 09/30/2010 Telephone (772) 288-7176
-31, Mar
See reverse side for continuation. Repfaces all previous editions
IMPORTANT: In these spaces, copy t"--;7,res - ndling information from SectionA. -1 For Insurance Company U e:
PIO s
Buildingr9treet Address (including Apt., Unit, -od/orBldg. No.) or P.O. Route and BoxNo. Policy Nuffiber
10701 SOUTH OCEAN DRIVE #L897
City JENSEN BEACH State FL ZIP Code 34957 Company NAIC Number
SECT19�KD - SURVEYOR, ENGINEER, OR' ARCHITECT CERTIFICATION (CONTINUED)
Copy both side�Athis-Eleva�pr(96rtifilcate fo�-(I) community'official, (2) insurance agent1company, and (3) building owner.
Comments,�P2 e IS TH15AC U IT,
S ture)��HEN J. OWN Date 09/30/2010
r [I Check here if attachments
6N E - BI�LDING . ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items El-P-5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items EI-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
El. Provide elevation information,for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent'grade (LAG).
a) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters E] above or [I below the HAG.
b) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters [I above or El below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building is 0 feet F-1 meters D above or 0 below the HAG.
E3. Attached garage (top of'slab) is feW
0 meters El above or 0 below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is _._ E] feet [I meters [I above or El below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? E] Yes E] No [] Unknown. The local official must* certify this information in Section 6-
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections'A, B, and E are correct to the best of myknowledge.
Property Owner's or Owner's Authorized Representative's Name
Address city State ZIP Code
Signature Date Telephone
Comments
SECTION G - COMMUNITY INFORMATION
1 The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E),
I and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9.
G1. El The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
I is authorized by law to certify elevation information., �Indicate the source and date of the elevation data in the Comments area below.)
Q2. [1 A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO.
G3. El The following information (items G4-G9) is provided for community floodplain management purposes.
G4. Permit Number G5- Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued
This permit has been issued for: El New Construction El Substantial Improvement
Elevation of as -built lowest floor (including basement) of the building: El feet El meters (PR) Datum
BFE or (in Zone AO) depth of flooding at the building site: [--] feet El meters (PR) Datum
0- Community's design flood elevation El feet El meters (PR) Datum
Local Official's Name Title
Community Name Telephone
Signature Date
comments
Check here if attachments
Form 81-31, Mar 09 Replaces all previous editions
Lt
DATE:
TO:
ATTN:
BOARD OF COUNTY PLANNING & DEVELOPMENT
COMMISSIONERS W(aff A A4&nm&\4v/-omm SERVICES DEPARTMENT
BUILDING & CODE
REGULATION DIVISION
FAX COVER SHEET
FAX #: (772) 462-6448 PHONE #: (772) 462-1553
'MOIC) NO. OF PAGES INCL. COVER:
RE:
SENDER: Lydia Galbraith PHONE #: 462-1555
St. Lucie County
Building & Code Regulation Division Review Comments
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578
http://www.stiucleco.org/public—works/permitting.htm
PROPERTY INFORMATION
Address: 10701 OCEAN DR S 897
City / State / Zip: JENSEN BEACH FL 34957
Parcel #: 4511-510-0098-000/0 Jurisdiction: St. Lucie County
Zoning: HIRD Lot#: 897 Block:
APPLICATION INFORMATION
Permit Number: 1008-0029
Activity Type: New
Permit Type: Building Residential (SFR)
CONTRACTOR INFORMATION
Contractor Name: NEW DENNIE H
Business Name: DENNIE H NEW CONSTRUCTION CO
Business Addr: 7194 SW BUSCH ST
City / State / ZiF PALM CITY, FL 34990-:
Page 1
Owner(s):
Louis E Guignard (LF EST)
Charlene M Guignard (LF EST)
Lisa Guignard
Application Type: Master Permit w/subs
Other Activity:
Stories: 1 Automatic Sprinkler System?
Fax Number 772-220-2439
REVIEWS AND COMMENTS
Review Typ Status Reviewed By Date Started Date Complete Date Released
Documents Missing Pending
08/09/2010 1 Comment NEED TO SIGN FLOOD HAZARD MEMO AT TIME OF PICK UP
Notified for Pickup Pending
I
Plans Examiner Review Pending
Zoning Review Incomplete Lydia Galbraith 08/09/2010
08/09/2010 1 Comment THE STEPS IN THE FRONT ARE ENCROACHING THE SETBACK. IF STEPS ARE ENCROACHING
THEN THE DECK NEEDS TO BE 4'X4' OR SMALLER. DECK IS TOO BIG.
PLEASE PROVIDE CORRECTED SURVEYS AND BUILDING PLANS.
8/18/10 RECEIVED NEW SURVEY. THE STEPS AND DECK ON THE SURVEYARE MEETING
SETBACK BUT ARE NOW NOT MATCHING WITH THE BUILDING PLANS.
PLEASE PROVIDE CORRECTED BUILDING PLANS AS WELL!
St. Lucie County
Building & Code Regulation Division Review Commefits
2300 Virginia Avenue
Ft. Pierce, FIL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578
hftp://www.stiucleco.org/public—works/permiffing.htm
08/09/2010 2
08/09/2010 3
Page 2
Comment THE DECK IN THE REAR IS NOT MATCHING WITH THE BUILDING PLANS. THE DECK ON THE
SURVEY IS 3.5'X3.5'WHILE ON THE BUILDING PLANS THE DECK IS 4'X3'
ALL PAPERWORK NEEDS TO MATCH WITH EACH OTHER.
PLEASE CORRECT SURVEY OR THE BUILDING PLANS WHICHEVER IS NOT CORRECT.
8/18/10 RECEIVED SURVEY.
THE DECK IS EXACTLY THE SAME AS THE FIRST SUBMITTED SURVEY ONLY THE NUMBERS
HAS CHANGED.
THE DECK AND STEPS ON THE SURVEY MUST SCALE AND MATCH WITH THE BUILDING
PLANS.
BY CHANGING THE MEASUREMENTS AND NOT THE DRAWING DOESN'T MAKE THE DECK
MATCH THE PLANS.
Comment PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECT THE ZONING REVIEW. THE
PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS.
08/09/2010 4 Comment FAXED COMMENTS TO CONTRACTOR.
4
TRANSMISSION VERIFICATION REPORT
TIME 08/16/2010 17:48
NAME SLC CODE COMP
FAX 7724626448
TEL 7724622963
SER.ff BROE5J278861
DATEJIME
08/16 17:47
FAX NO./NAME
917722202439
DURATION
00:00:40
PAGE(S)
03
RESULT
OK
MODE
STANDARD
ECM
PLANNING & DEVELOPMENT
BOARD OF COUNTY
SERVICES DEPARTMENT
COMMISSIONERS COUNTY ",,:.
F L 0 R I
BUILDING & CODE
REGULATION DIVISION
FAX COVER SHEIFT
FAX #: (772) 462-6448 PHONE #: (772) 462-ILS53
DAT15'. 1 16 1 _0 NO. OF PAGES INCL. COVER: -- 25
TO:
ArrN: RE:
SF.NDEP,: Lydia Galbraith PHONE *: 462-1555
Building & Code Regulation Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-2172 Fax: (772) 462-6443
hftp://www.stiucleco.org/public—works/permitting.htm
PERMIT NUMBER: 1008-0029
LOCATION: 10701 S OCEAN DR 897
JENSEN BEACH
FLOOD HAZARD NOTICE
CONTRACTOR: NEW DENNIE H
DBA: DENNIE H NEW CONSTRUCTLFN
OWNER: LISA GUIGNARD
NOTICE
This Notice is to inform you that your property is in a Flood Hazard Zone.
sm., fele-J) 101 to]
This means that the elevation of the first floor must be set at 8 feet, NGVD ( mean sea level ), or
18" above the crown of the road, whichever is greater.
NO CONSTRUCTION is to proceed beyond the 1 st floor / slab inspection, or just prior to the
second floor pour of a multi -story structure, until the required elevation certification has been
completed by a registered surveyor, and received and approved by the Building Division of the
St. Lucie County Community Development Department.
Violation of the requirement will result in the scheduling of a public hearing before the St. Lucie
County Code Enforcement Board. The Board is empowered to levy a fine not to exceed
$250.00 per day for each day the violation continues. A fine not to exceed $500.00 per day may
be levied for a repeat violation. The fine may become a lien upon the real or personal property
of the violator.
The elevation certification may be submitted any time within 21 calendar days from the above;
however, no further construction should take place, nor will any inspections be made until the
required certification has been received and approved.
10
Signature
Dat**
St. Lucie County Building & Zoning
2300 Virginia Ave
Fort Pierce, FL 34982
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
\"-NQ-.%z will be using the following sub -contractors for the
(Company/Individual Name)
project located at
(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.
a
St. Lucie County/
Trade Name of Company/Contractor State of Florida
License Number
Electrical
Plumbing
HVAC/
Mechanical
Roofing
Gas
Q310
H
61 * i _C_ _E -U- - S_ E__ " 0__N_L_' Y_"
PERMIT I ISSUE DATE:
NUMBER:
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: VV\ 2L\n i
State of Florida Certification Number (if applicable): S;A �5
%'� fa f! Q have a . greed tolbe the
(Company Name/Individual Name)
sub -contractor for (Primary Contractor)
(Type of Trade)
for the project located at \%_\kN -'S110 92cs \+-)\(- '�, "QC-N %'-
(Project Street Address or Property Tax ID #)
It is understood that, if there is any change of status regarding our partio
above mentioned project, I will immediately advise the Building and Z
of St. Lucie County by personally filing a Change of Contractor notice.
No. 004-00)
on With the
ing Department
�0
7: SLCCDV
BUSINESS QUALIFIER I (Name of the Individual shown on the Contractor s License)
ORIGINAL SIGNATURES ARE REQUIRED
TIG—NATUREO PRINT NANffi JDATE
Business Name: - _s
Address:
City/State/Zip:
email:
Phone:
-V�'E-N YTCI'" J"%1kT1r XT
%JJVJVJL%�JL!J %Jk7JLJ
PERMIT#
77�7
ISSUE DATE
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number:
State of Florida Certification Number (if applicable):
-.,-------,,-----'haveagreedtobethe
(Company Name/Individuaf%ame)
�lsub-contractor for
(Type of Trade) (Primary Contractor)
for the project located at
(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
DATE
Business Name:
Address:
City/State/Zip:
Phone:
OFFICE USE ONLY:
email:
PERMIT # ISSUE DATE
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number:
State of Florida Certification Number (if applicable): S��, rA I
1-\k- have agreed �,o be the
(Company Name/IndaSidual Name)
S�4,\c%_ Z!�V �ktRN�� sub -contractor for
'* (Type of Trade) (Primary Contractor)
for the project located at _)' _ (��
(Project Street Address or Property Tax ID-i)
It is understood that, if there is any change of status regarding our parti
above mentioned project, I will immediately advise the Building and Z,
of St. Lucie County bypersonally filing a Change of Contractor notice.
No. 004-00)
aq-i
ip��tion with the
nin'g Department
I
:Foim: SLCCDV W.
BUSINESS QUALIFIER (Name of the individual shown on the Contractor's License)
ORIGINAL SIGNATURES ARE REQUIRED
__4 1
� 7&�. L61,C4 P_cnd,_-_ 15-25-hO
SIGNA,WURE PRINT *(NM t)ATE
Business Name:
Address:
City/State/Zip:
Phone: '\Vi \ email:
OFFICE USE ONLY:
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: A 0871
State of Florida Certification Number (If applicable):
Dennie New have agreed to be the
(Company Name/Individual Name)
Hurricane Shutters sub -contractor for Pdnnie New
(Type of Trade) (Primary Contractor)
for the project located at 4§7 14eiilles I siand
(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
F),-A/ - 7_10
a N , ` - -,-. -5,0 , -
RIGNATURE PRINT NANM DATE
-Dennie New
Business Name:
Address: :3194 -SW.9usch St - --- -------
City/State/Zip: �Palm City_ Fl. 3490.
Phone: ;772-223-1179 email:
OFFICE USE ONLY:
PERMIT # ISSUE DATE
JOSEPH E. SMITH, OF E CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 3493450 OF: K PAGE 2456, Recorded 07/14/20" —�Dt PM
01-
Vol
W
t —
Vi a
V)
AFTER RECORDING-RFrURN TO,
PERMrr NUMBER,
NOTICE OF COMMENCEMENT
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 of commencement.
1. DESCRIPTION OF PROPERVagal des - tion and street address) TAX . FOLIO NUMBER: LA 10 rj
SUBDY4910N— S�& "a TOC C
2. ENE A'LDESCRt10 fO�EIMP OVEMENT -TV-0 AIX e 1�
3. R . INFORMI----N. a M \�O\a
�h �Ad-- eL..'i:ntdrest�mDroDe
and address of fee simple titlkholder (if other
4.
5. SURETYWIAMErAMRESS AND PHONENUMBER ANDrBIONDAMOUNT'
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
7. 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 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 of notice of commencement (the expiration date is I year from the date of recording unless a different date is
specified) 20_.
Iv/ -
L
of Owner or
Print Na"d-�d. SI nator3
Authorized Ofrice,,IDI�-it'or�artner/manager
The foregoing instrument was acknowl ged be ore me this '.day of 20
as
Fo te of person) (Type of authority ... e.g. Owner, officer, trustee, attorney in fact)
(Name of party on behalf oMhorn instrument was executed) Personally Known_te—' or produced the following type ofID:
STE LAM. HUNTER
ON # DD 630775
MY COMMISGI
EXPIRES: January 23,2011
(Printed Name of Notary Public) (Signature of Notary Public) (S "al
Bonded Thne Notary Pub5c Undamnters
Under penalties of pedury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and
vAU #101 TO BE USED
VENTURE HARBOUR INC.
VENTURE OUT at MIAN RIVER INC.
VENTURE OUT at ST. LUCIE' INC.
- ------------ — -- - -- ---------- . . . . . . . . . . . . . . . . . . .
NOTICE:
ihis forin must be attached and made, part of all drawinp or plans regarding the installation, construction,
lernodeling, setting or resetting of any permanent structure, concrete work, or any other type of wolk that
may be offected by the rules, regulations mid bylaws of any of the above associations
This fonn sliall also serve as notice to the owner or owliets Of Lot #"? that the owner or owners or their
agents of Lot #IM shall solely or jointly be responsible for the proper setting and compliance of all rules,
wgulations and bylaws of any of the above associations, and the Codes, Laws, Rides and Regulations
pertaining to said work as set forth by St. Lucie Comity.
The owner, owners, or their agents by signing this form. shall hold harnifess any ofthe above associations,
its officers, directors and committee personnel as pertains to its and their duties and
responsibilities as the administration of said work.
Said work is approved as per dimensions shown on attached plan or drawing this,
Date lPo y
-"" Nt"o <-� .— -- // '4
Scope of work 'lo rz, . -b
s7e-,, Co."sXIa c: —/I'o 01
M
U9
0
Ve;,--i,).ec - Association
By:
THIS STAMP VERIFIES ONLY THAT THIS PLAN
COMPLIES WITH VENTURE OUT AT INDIAN
RIVER INC. REQUIRED SET BACKS, PARKING
REQUIREMENTS AND MA)rjMUM HEIGHT
LIMITATIONS, No OTHER APPROVAL IS
INTENDED OR Gir"DATE: -S--al-2oia
SIGNATURE. 'n
Date: s,�
r
AI)DENDUM.. Contiador agrem Jo attaclied Wannifimfion Agreemeo4 and abo WM to
iravocably indemnify, save hamdem and pay to any adjacent Owner in any of the above
agweiations against any lam, cost, damage or liability arift dir&-W or indirw* out of -vvo& or
construction by the Builder for the owners of the above lot
_(Builder)
MDUMNEXCATION AGUAMINT,-
PARTIESi
OWNRIXI
BUILDOW, \%j ok.%—�,JA
VANTUM 10, INC,
jQ"j a. QHpa pft Losoli aft" aM.7
04'
Thils xUdamigivation xPeOUIOU4 its lixtdo *%jd ahp.6vad into
NTUO ITS, 1900,
by sW betwegn bbO '***Vtr the 'OU'rARA alad VS '104b, All; ist, U1010v
,nf
JIUC
1,Uq ito conat,;LbUent <40Mponento 01! Venfaure
.,no V,,AbUV#1 OUb A.b 3:ndjaA,:Rjv*rf Xna. 8 and VOWAIWO .11%rbPV
XXZ)'
11 T it
WR=Mwt Wildev ia viakino mart-ain Uvrovemants to �hdk
job (jive ciwnad by OWft*v And Ovab" with" t)'O fj"A"'t;r aervea.
.by Venture XXXI and
MORUOP AO 4 WOW" 09 t"O aoav"Uotlon
m '40440 sovag.og vue common and
suildev will I Is the
.Ulgaouined by Vqn�Wp xxl, InaludilO, with'Ou
XoAdn qir-xd wAftex and vewovj�nab (061jectivoly the KOOMM
VagAliblea")? Dud
venbuve III# film a Oondition of azlowing
requixab nuildew and Ownev
BUM*g 40, U46 bhfib Cbmw ftuiIW66 i
to AndbMifY theta fox ady 4AM490 tQ thO CQMn VAC"'t'as C"Oed
by haild6i dv Duila"?O '4904bg'
xOv'p'"HRVV*pA, in UQUDjdMv&LJpu 09 thO MVW 09. TOW
vollara and obha3: gc4d pnd VAIU016 C=41460biOnl th
whowept
that in the
MI—M o!!!V�e�nh
avant Builder, any
Glueat., -servant, amployoot 0V jurl9pondent C011trilotor vloviclug gor.
ftildst (001160tively "'aullder's, -arly damage to tile
'Common nUildoX, agradg thor..within 2.1, dayM Of 1101:1*6
fixam Vonture Xxxt Builder shall lboyaplately Vapaix any 415maile to
bho CoMon V%ailibied *AU06d by IqUjj.#q)� O:e Snilderla Agentat
Pwovidads howavevt In the OW00 -of any 41MRVOD to uttlity lin*aj
au*h ohall -bo rapaired inediately bagod., uVon a tolophone
041.
betrabyRuvaea to ivice4odably
indfairmolf , nave harniloon ancl DAY W V*htuvs XXX, and/ot! OwAft,
aU&jnq0.snV loan, 000n, daMagle an 1,iability AwifjiRO dills0blY Or
Indirdably out of Buildoxf-a U06. of the coumn 040flitima. .,The
Indeffiniftombi6ft and OW04ti-on to'Pay shall 1,40100 a2l Munivest
attoriloyal 9090 at W:ial or 0A appeal# jV49sintal
gines, 1pajo# d0imaga OV-1iobilitY Vh4b00GV9V-
3. -M n(jonaa-U 11joAULUM. V6n4ura X11 riball MvO the Vight
to onggge jbij 9VA q0jXnfl0j to flatip3ad Any *%AIM -Or AftiOn OV
t:bX,qjjtQA04 rilr4sulor igotion Aor which Irldemulfluationt MWO
hawleso and ob3,19fthion to -PAT -to OvfArsd bY PaW40-VAPh 2- Ab*vs-
sou 1& 'he indeftWOOLOn
q&W
.tv
A. V
pwovided harqun4ev 011all nob be de6filed ae 6XV-1MUIVO Ot MY -VISMO
tq Whj*h Vantuve XXX may ))a 0W."Wed Unftr vl�y 13tallub"s VIA& Of
law, Vogulotion or Any thoozr Of W. Whard any Qth0V TMOdY
PrOyJ480 bV0ad1A3: Aght-M 09 indAM0104hi011 than the V"Mn
provided hatain, tho Other VOMP-ftcs 011411 00MU01,
U. X9499NIN"Aw. 11
gaftg, ffbrda.bil -any gander Used her-OAD Nh011 �G hOld
and constimad to Include MY 0bh4V SOX100VP Ond w0rdil 10 tsh6
ainvaist nunbar oball behold ho Aftolude fthO PlUVals =1090 00
COAL-axb othezvW-00 waviamp.
AMOORN"a 1MLAWW"# The. texMV, p=Vi0iona,
aoy6nauts and condiblano containod in bbirs Agneemonb -Vhall apPlY
to, ifture t:* bile benefit of, and ba Unding upon, -the parbiela
bovato and bhei5� 2:00priative heirff legal
sucaeonora and Pe"Itted 000ignar except an otboviliflo exproggly
provided In thin Agreemenb, e
2
F
t WIDgAtRo %Osajolud 9MVITOUT
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exe Immuloascov ovqq UT 1psoONUT #UoTiqdvo 0%
0.
a
(OVOUIOT) loot lot
WON TIMUTM
MIT PaWym
SMISIT914 0; qVI qoXT; ZI204 PU'W A'ep elqi4 -.1oplaWly MTql
1, Be on site for all deliveries (General Contractor)
2. Do not pile any construction material in roadway
3. Do not place building debris or..Idumpster in roadway
4. Do not park or put any material. on any other lot
without written permission
6. Dally. clean up loose building material, nails, etc. from
construction site and street
6. Do not dig until- checking With maintenance personnel
to locate water and sewer lines
7. No digging or use of power equipment after 2pm daily
8. Do not use community bathrooms
0. Do not block any streets or private driveways with
trucks, trailers, etc. or any equipment
10. Any exceptions to the above must be approved by the
Maintenance Manager
11, All footings must be dug by hand
12. No digging untO all utilities are marked by no cuts
13. No digging of any kind on weekends
11120108
00
7HIS STAMP VERIFIES ONLY THAT THIS PLAN
COMPLIES WITH VENTURE OUT ATINDIAN
RIVER INC. REQUIRED SET BACKS; PARKING
REQUIREMENTS AND MAXIMUM HEIGHT
LIMITATIONS, NO OTHER APPR
INTENDED OR Gir. DATE:
0�
3IGNATURE:.-A &j2j -_q 7--=
gLt g*Arcmap,9.3 t ArqFIqa4er
Pile Edit View Bookmarks - Tools W - ndav Help
C? n QD 40 0 IM x1ly 4-4 Basemap markers 1� A Fo—.7-0----J��]E]Highlighter Q
F-1) U
jesday, Aug 03, 2010 02:32 PM
C) C)
oc
DATE:
BOARD OF COUNTY PLANNING & DEVELOPMENT
COMMISSIONERS w ml-miv m I ON Im SERVICES DEPARTMENT
BUILDING & CODE
REGULATION DIVISION
FAX COVER SHEET
FAX #: (772) 462-6448 PHONE #: (772) 462-1553
C-11
NO. OF PAGES INCL. COVER: Q-
TO: lz�er� rs�%- e— (
ATTN: RE: os
SENDER: Lydia Galbraith PHONE #: 462-lSSS
c I
COMMENTS: c7�eL zcr�,���
St. Lucie County
Building & Code Regulation Division Review Comments
2300 Virginia Avenue
Ft. Pierce, FIL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Page 1
hftp://www.stiucieco.org/public—works/permitting.htm I
PROPERTY INFORMATION
Address: .10701 OCEAN DR S 897
City/State/Zip: JENSENBEACH FL 34957
Parcel #: 4511-510-0098-000/0 Jurisdiction: St. Lucie County
Zoning: HIRD Lot#: 897 Block:
APPLICATION INFORMATION
Permit Number: 1008-0029
Activity Type: New
Permit Type: Building Residential (SFR)
CONTRACTOR INFORMATION
Contractor Name: NEW DENNIEH
Business Name: DENNIE H NEW CONSTRUCTION CO
Business Addr: 7194 SW BUSCH ST
City / State I Zil PALM CITY, FL 34990-;
Owner(s),
Louis E Guignard (LF EST)
Charlene M Guignard (LF EST)
Lisa Guignard
Application Type: Master Permit w/subs
Other Activity:
Stories: I Automatic Sprinkler Systerh?
Fax Number 772-220-2439
REVIEWS AND COMMENTS
Review TO Status Reviewed Date Started Date Complete Date Released
Documents Missing Pending
08/09/2010 1 Comment NEED TO SIGN FLOOD HAZARD MEMO AT TIME OF PICK UP
Zoning Review Incomplete
08/0912010
08/09/2010 1 Comment THE STEPS IN THE FRONT ARE ENCROACHING THE SETBACK. IF STEPS ARE ENCROACHING
THEN THE DECK NEEDS TO BE 4'X4'OR SMALLER. DECK IS TOO BIG.
PLEASE PROVIDE CORRECTED SURVEYS AND BUILDING PLANS.
08/09/2010 2 Comment THE DECK IN THE REAR IS NOT MATCHING WITH THE BUILDING PLANS. THE DECK ON THE
SURVEY IS 3.5'X3.5'WHILE ON THE BUILDING PLANS THE DECK IS 4'X3'
ALL PAPERWORK NEEDS TO MATCH WITH EACH OTHER.
PLEASE CORRECT SURVEY OR THE BUILDING PLANS WHICHEVER IS NOT CORRECT.
08/09/2010 3 Comment PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECT THE ZONING R EVIEW. THE
PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS.
TRANSMISSION VERIFICATION REPORT
TIME
08/07/2OiO 16:38
NAME
SLC CODE�COMP
FAX
7724626448
TEL
7724622963
SER.#
BROE5J278861
I
DATEJIME
08/07 16:37
FAX NO./NAME
917722202439
DURATION
00:00:31
PAGE(S)
02
RESULT
OK
MODE
STANDARD
ECM
BOARD OF COUNTY
COMMISSIONERS
PLANNING DEVELOPMENT
SERVICES DEPARTMENT
BUILDING & CODE
REGULATION DIVISION
FAX COVER SHEET
FAX #: (772) 462-6448 - PHONE #: (772) 462-ISS3 :1
NO, OF PAGES INCL. COVER:
DATE:
TO:
ATTN: RE., 00
SENDER: Lydia Galbraith PHONE #: 462-1555
COMMENTS:- LmfNi
n
MIAMI-DADE COUNTY, FLORIDA
MIAMP METRO-DADE FLAGLER BUILDING
WILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603.
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
Www.buildinmodeonfine.com
NOTICE OF ACCEPTANCE (NOA)
Town & Country Industries, Inc.
400 West McNab Road
Ft. Lauderdale, Florida 33309
I
is NOA is being issued under the applicable rules and regulations govern�ng the use of construction materials.
5 documentation submitted has been reviewed by Miami -Dade C - I uc Control Division and accepted
the Board of Rules and Appeals (BORA) to be used in Miami Da County and other areas where allowed by
Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated,below. The� Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other tha. a e o reserve the right to
have this product or material tested for quality assurance purposes. If thisl I product or material fails to perform in -
the accepted manner, the manufacturer will incur the expense of such t sting and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within the' jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Prod Control Division that this product or
material fails to meet the requirements of the applicable building code. 7
This product is approved as described herein, and has been designed'to co ly with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 0.061511 (min.) Aluminum Storm Panels Shutter
'r
APPROVAL DOCUMENT: Drawing No. 08-352, titled " 0.0615" Al num Storm Panel ", sheets 1 through
r
P
6 of 6, prepared'by Knezevich Associates Consulting Engineers, dated Sept ber 01, 2008, signed and sealed by
V.J. Knezevich, P.E., on September 03, 2008 bearing the Miami -Dade Co ty Pro ct o ol Revision stamp
with the Notice of Acceptance number and the expiration date by Miami-D de County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each panel shall bear a permanent label with the mcamnufactler"s name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved", un�ess otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application h�s been filed and there has been no
I
change in the applicable building code negatively affecting the performance of this product.
i
TERMINATION, of this NOA will occur after the exp"tion date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portio� of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the User Dy me manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 05-0713.02 and consists of this page 1, evi submitted pages E-1 and E-2 as well as
approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M,S.
NOA No. 09-0114.04
CMAMMIAWDE COUNTY Expiration Date: 07/19/2011
P 0
R !�=D Approval Date; 04/01/2009
APPROYED
009 Page 1
LE Coo�il?-
Town & Country Industries, Inc.
1. EVIDENCE SUBMITTED UNDER PREVIOUS A"
A. DRAWINGS
1. Drawing no. 00-205, titled " 0. 0615 "Aluminum
&Associates, Inc., dated December 8, 2000, last
I through 6of6, signedandsealedby V J Knez
B. TESTS
I. Test report on Large Missile Impact Test, Uniform Ste
Wind Pressure Test of 0. 0615 " aluminum storm panel
Corporation, Report No. CTC-00-038, dated Novemb,
Yamil G. Kuri, P.E.
2. Letterfrom Construction Testing Corporation, for tesi
1, 2001, for the panel thickness, signed and sealed by
C. CALCULATIONS
1. Comparative analysis and Anchor Analysis, dated Det
prepared by Knezevich and Associates, Inc., signed ar,
2. Revised Comparative analysis and Anchor Analysis, d
4, prepared by Knezevich and Associates, Inc., signed
D. MATERIAL CERTIFICATIONS
1. Mill Certified Inspection Report of coils, not dated,
Jupiter Aluminum Corp., with chemical composition
2. Tensile Test Reportfrom Certified Testing Laboratoi
dated August 28, 2000, for Aluminum sample #00-0�
and sealed by Ramesh Patel, P.E.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPI
A. DRAWINGS
1. Drawing No. 03-260, titled " 0. 0615 " Aluminum Stoi
of 6, prepared by Knezevich &Associates, Inc., dated
dated September 23, 2003 signed and sealed by V.J. K
B. TESTS
None.
C. CALCULATIONS
1. None.
D. QUALITY ASSOURANCE
1. By Miami -Dade County Building Code Compliance
E-1
AL #00-1212.05 ,
m Pane prepared by Knezevich
sion #1 dated May 24, 2001, sheets
�, P.E.
,'c Air Pressu re Test and Cyclic
prepared byj Construction Testingj
7, 2000, signed and sealed by
reportNo. CTC-00-038, datedJune
'eor
., ze Dotzler.
wber 8, 2000, pages I through 52,
sealed by V J Knezevich, P.E. a
ed June 20, 200,�, pages 1 through
id sealed by V J Knezevich, RE
Aluminum Alloy 3004-H34 by
�dphysicalprqperties.
Y, Test Report # CTL — 799F
testedperASTME8-93, signed
AL # 03-0421.12
Panel ", sheets I through 6
ril 04, 2003, last revision #1
-evich, P.E.
F&dy A.,Makar, P.E., M.S.
Product Control Examiner
NOA No. 09-0114.04
Expiration Date: 07/19/2011
Approval Date: 04/01/2009
Town & Country Industries, Inc.
E. MATERIAL CERTIFICATIONS
1. None.
3. EVIDENCE SUBMITTED UNDER PREVIOUS VAL # 05-0713.02
A. DRAWINGS
1. Drawing No. 05-354, titled " 0. 0615 " Aluminum Storm Panel " sheets I through 6
of 6, prepared by Thornton-Tomasetti Group, dated June 29, 2605, last revision #0
dated June 29, 2005 signed and sealed by VJ Knez ic P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. AnchorAnalysis, dated June 15, 2005, 31 pages, pret ared by Thornton-Tomasetti
Group, signed and sealed by V J. Knezevich, P.E.
D. QUALITY ASSOURANCE
1. -By Miami -Dade County Building Code Compliance C.fflce.
E. MATERIAL CERTIFICATIONS
1. None.
4. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 08-352, titled " 0. 0615 " Aluminum Storm Panel sheets I through
6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01,
2008, signed and sealed by VJ. Knezevich, P.E., on �eptember 03, 2008.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor Analysis, dated September 09, 2008, 19 ges, prepared by Knezevich
Associates Consulting Engineers, dated Septemb r �
e 01 2008, signed and sealed by
VJ Knezevich, P.E., on September 03, 200&
D. QUALITY ASSOURANCE
1. By Miami -Dade County Building Code Compliance 0) Rce.
E. MATERIAL CERTIFICATIONS
1. None.
--�I_ I " - r&- Lowe gf�
A&M—yAL Makar, P.E., M.S.
Product Control Examiner
NOA No. 09-0114.04
Expiration Date: 07/19/2011
Approval Date: 04/01/2009
E-2
I
LABEL 10.0615" ALUMINUM STORM PANEL
LOCATION
2 02" . . . . 111-20 MACHINE
2 02'. '3.00" MAX. 2.250" iW
2�
M'�Co
..062" 2.250" .060'- 0,Cl 4 H CREW 12
1.05- MIN 12 t NET IMCASTA
1.051, R AS UD L
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CTION MAY
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No. 10 No. 10
..000 4.0�2' 106
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o, -0
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5.00" MAX. 2.01
P. �2r �091.' Typ.
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14.375" 8.332" 37 1 2.020
1 2.0 2.000"
STORM PANEL HALF STORM PANEL 'W HEADER WHEADER BUILD-OUTLP HEADER STUD ANGLE STUD ANGLE
SCALE; 3" = l'-O" @SCALE 3" V-O" SCALE . 3" = l'-O" @S,CALE, 3" . l'-O" (MCALE 3" . T-O" SCALE .3" 1'-0" @SCALE 3" l'-O"
1.525" .376- .376"
1/4-20 MACHINE .886" 3.305" MAX. .190 4. Q.563"ll
90
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SCALE : 3" = l'-O"T SCALE 3" T-O" SCALE : HALF SIZE 9 SCALE : HALF SIZE SCALE : HALF SIZE S,CALE: HALF SIZE &9CALE: HALF SIZE �cALE , -HALp SIZE @SCALE. HALF SIZE
FASTENERfr
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PIT
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L.- SEE STORM PANEL SP N
2" x 5" x 0.125" MAX�
S. USE OF THESE Ap 0 rL DOCUMENTS SMALL COMPLY WITH CHAPTER 61G15-23
OF THE FLORIDA ATM] TRATIVE CODE.
,�
EHEDULE - TABLE I
TRAP MOUNT CLOSURE DETAIL
TYPICAL HORIZONTAL ELEVATION
6. THESE APPROVAL DOCUMENTS ARE SUIT�,?�E TO BE APPLIED B�JHIE IONDT?TACTOR
PROVIDED THE CUNT A El� T R IT DNS A LED
C T M
E N? -
X " R
RXI, ME '"I'T' TASp
SCALE: 1/4" = T - 0"
H.1- .11 LAP SHALL BE A MINIMUM
OF '.S TIMES THE SIDE CLEARANCEaR
E Rr E STRTJCCT.TA,
T S iFFIROT i
001AA PE '�QT I
WIDTH UNLIMI
BUIL04W DISTANCE, BETWEEN T
DET R
N(
(PERPENDICULAR TO
-1
SHUTTMER AND WALL
7. ANYk�0p,@1CAT:011
THE VAL �S C&ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID
C, T S.
PANEL SPAN)
-"4;
WHEN TgjFIT T�IJNSCU VNIA EFFTRM06T S APPROVA,.LRGCUMENTS. THE
DIN a
LE T!O ET
BUIL LOUNG_OPI.
O�E
TYPICAL SECTIONS TOP MOUNT
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FQLLOWINC�ELS S AN H ALU MU` M-.A' T n
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11. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY. U.ON
12. ALL-BObTSTA %tASHEeS SHALL B I�ED OR STAINLESS STEEL WITH
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t.
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ANCHOR SCHED. BASED
ON TYPE OF STRUCTURE
DESIGN LOADS LESS THA� OR
EQUAL TO 110 P.S.F. & C.
FOR DESIGN LOADS JXTIR
THAN 110 P.S.F. ISEE ANCHOR
SCHED. FOR ANY ACCEPTABLE
ANCHOR)
BUILD -OUT MOUNT CLOSURE DETAIL
Z e OF
ma
WALL MOUNT CLOSURE DETAIL Niffiiii
TYPICAL CLOSURE DETAILS (PLAN) HURRICME PROMICTION
SCALE� 1-1/2" - V-O"
171
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)8-352
PAGE i of 6
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SCALE: 3- . V - 0" SCALE. 3- - 1 0" LAO SC
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'IAg F CEJUNGIMUNT/
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:9
PAGE2af6
P 24- D.C. MAX.
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N.T.S.
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PAGE 3 of 6
0
10.0615- ALUMINUM STORM PANEL
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SCHED. BASED ON TYPE
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09/01/2008
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M OUNT. M2 I
@TYPICAL CORNER CLOSURE DETAILS
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(PLAM OP'nONAL INTERIOR FASTENING DETAIL PSOMETRIC)
@ N.T.S.
. . .
08-352
PAGE4affl
SCALE, 1-1/2" . V-6"
0,
11
rm
10.0615" ALUMINUM STORM PA
ANCHOR SCHEDULE
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1. ADS NKETE LMrj3,ANyl,0ElSfyWj0 LY.
T,OFN� N.
IS v SPANSAI%�RREDN!Ro 0 THOSE
Mo. r EL
: IN ME
2. ENTER A T RIA
NCHOR SCHEDULE BASED ON T STRUCTURE M D-g
1 1. L. C ErT DES AD PREA E-AT-EA
ANCHOR TYPE AND EDGE C, B TAN E EL HE EXISTEL.
N A. ON r
�FPJTT- AN. ELECT SPAN GREATER
EQUAL TO NEGA�,VE DES PER
THAN OR EQUAL
12 4 2
5 4
12 .
_
12 6 5
12 6 22
6 5
14 2A
2 4
1
14 1 14
1- 14 14
14 1
24 1
24-1- Tr
24 1 14
R' 11 14
14 20 14
14 12
14 10
U4, amo 72.0
-e4-O-
150.0
43.0
14-
r
SHUTT 'PA.
3. SEE MOUNTING SECTION DETAILS FOR 113ENTIFICATION OF CONNECTION TYPE.
4. T 1, ENCE ANCHOR S HEDUELT
E ING STRUCTURE MAY EIF CONCR EHDLLOW CONCRETE BLOCK OR Woo
FRXAl STEING. E EFER
yp OF X STING STRUCTURC� E OR PROPER ANCHOR TYPE BASED ON
S. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
RECOM ENDATIONS.
14 14
14 7
4 1 12
14 7 7
1
224 1'
1�-§- -9-
14 7 7
14- 7-1-C
14 7 14
T-7-
7 7
MIN.
2 llr
EDGE DISTANCE
B a 8 8 3
4 _5
5
14 14
24 14 7
9 7
9 9
7 3
50-0
V4V";=,_V,NN 12.1
04.0
43.0
50.0
7 7 7
5
4 4
7 3
5 S
3
S
22 12
8 4
7 3
12 12 6
8 8 4
7 7 3
8
8 1 A
5
�?
5
6
A
4 4
4
6 MINIMLI EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO.
IS WO FRA NG6
VA HIM CON
TE E S AR NT 'ONS
7. WHERE EXINSTVINEIRISTYRUCDT.URE RA OY TF.
Ry FIELD TH FANT-ENINNORDTO PLEMY'lWOON A
MENBiRS OTPLYW�OATFA W CATE WOOD NRA IN.
SIDE CLOURE PIECES CEPTABLE ONL R
El. WHELRLE BAE GLOCCAITWS IFACSCTETNCTO NARROW IFLA2C� OF
SHA ED N N R 0FrCN0W 4� ID
N.714
- IS ACCEPTA a MIN� I 10"011DIlt;TFAITENIR
EDGE DISTANCE LE R W UD. 3/4"
"SOUTHERN OR _DOD FRAMIN awo 0 E
X IS r DENSITY- 'A SCR&M�E--
PHRXIP _UWASE 4EZ
9. MACH NE SCRE
1 WS DS,�ALL HAVE MINIMUM OF 1/2" EN!AGEMENT OF THREADS IN
BASE t CHOR AN 8 LAY HAVE EITHER A PAN HEAD TRUSS HEAD, OR WAFER
H ,EWALK U.O.N.
EAD N T).
10. 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
ES H RS R
11. - DESIGNAT ANC 0 MICH A E REMOVABLE BY REMOVING MACHINE
S CREW, NUT OR WASKERED WINGNUT
12. ALL POINTS SOLID SET AND POWERS CALK -IN ANCHORS MAY ONLY BE USED
IN CONCRM WALLS. HOLLOW CONCRETE BLOCK WALLS OR CONCRETE SLABS
ON GRADE
13. FOR ELI� CONCRETE STRENGTH. Fc-3.5 KSL FOR ITW
TAPCGN TH, FC=3.2 KSI. FOR ALL OTHERS CONCRETE
STRENGTH. F.<- 3 KSI.
]PRODUCITIREVISED
alcomplyinginvithaheflodb
Boldiog Code
Ac TIC"
Esp lim ID
42-2,
4 V/Z2
4
4
4 4
14 14 14
14 14 14
-9-
: 4 8
r// 5
14 6
14 5
8 3
ZZIA
11 8 21
9 5
5
,
22
8 3 8
7
1
8 3
5
24 14
24 14
14 14 8
14 14 7
9 4
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9 5
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s
12 21 5
9 9 5
5
8 3 a
7 7
s 5
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-�3,o
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150.0
43.0
c� SO.0
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MICRON mim� s -e-4-.-o
V�n STAKESS STEEL NADINE
ISO.0
43.0
tl�� 50.0
ALE 2
2 14 14
14 5
9 LZ
iz i
1 4 1
9
4 14412241114
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14
14 14 3 124
15 14124
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9
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'
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It
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3
-T
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8
MIN.
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4 �14 &
24 . 4
24 21 24
1�
24 z
- 8 1
10 4 10
14 9
14 251�
14 6
2 4
4 3
1418 1224
Rw
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10 111
_ .
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14 314
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14124 14
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W9. -
PAGE 5 ofS
0.0615- ALUMINUM STORM PANEL
ux-1
0-p
T
MINIMUM STORM PANEL SEPARATION FROM GLASS
TABLE I NDTES.
T
L5-
A POSITIVE
EOLUMN1
COLUMN 2
1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE
WIND LOADS. CHECK THEIR RESPECTIVE SP NS AND
A
MAX ALLOWABLE
-IJ
DESIGN
SP T UAL
C IL
AN I
MIN. SEP. FOR ALL
MIN. SEP. FOR ALL
S WA
USE THE LESSER PAN VALUE OF THE T 0.
0
STORM PANEL
L LOAD (W)
(FT - IN)
INSTALLATIONS LES S
THAN 30'ABOVE GRADE
IN STALLATIONS GREATER
THAN 30'ABOVE GRADE
2. FOR DES GN LOADS BETWEEN TABULATED VALUES
L
SPAN SCHEDULE
E (P.S.F.)
(INCHES)
(INCHES)
US E NEXT HIGHER LOAD OR LINEAR INTERPOLATION
E
2 40.0
8�8
3
2
N
MAY BE USED TO DETERMINE ALLOWABLE SPA S.
SPANS
PIT
145�1
--
10-9
4-1/8
3-1/8
POSITIVE OR
NEGATIVE
50b
B-8
3
2-1/4
ESIGN LOAD (FT - IN)
10-2
4-1/r
3-1/8
TABLE 2 NOM
(P.S.F.)
60.0
8-8
3
2-3/8
ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO
25.0 12'-0"
9-0
4-1/9
3
D MIN. STORM SHUTTER SEPARATION FROM
30.0 IT-511
4-0
3
1-3/8
GETERMINE
LASS.
35*0 111-0"
70.0
8-8
3
2-5/8
40.0 10'-7"
9-4
4-0
4-1/8
3
3-1/8
1-3/8
45.0 101-4"
R
pi
80.0
8-11
4-1/8
3
SO.0 101-0"
90.0
4-0
3
1-3f
S5.0 91�10"
3
2-R4
60.0 1.
100.0
4�O
3
1-3/8
62.0 gv�lim
7-6
3
2�3/8
6S.0 - 9N�S"
� -2
6-1
3
3
1-3/8
2-1/8
70.0 1.-,.
IMO
3-0
3
1-3/8
72.0 91-0-
6-3
3
1-7/a
75.0 B.-9.1
80.0 8s�3t*
90.0 7'm4ol
100.0 1'-7"
110.0 6'-0"
120.0 1'-6"
130.0 5--l'
140.0 2
150.0 S: 0:;
V.J. Knezavich
PRODUCFRLMSED-
BuldlogCDde of
1
FORM I I OOA-08
FLORIDA ENERGY EFFICIENCY CODE FOR.BU ILDING'� CONSTRUCTION
Florida Department of Community Affairs Residential Performance Method A
Project Name: Mod-506
Builder Name: Jacobsen Homes
street: 10701 S. Ocean Drive
Permit Office:
City, State, Zip: Jensen Beach, FL , 34957-
Permit Number.
Owner: Mr. and Mrs. GrIganardo
Jurisdiction:
Design- Location: FL, Fort Plerce
1 . New construction or eAsting New (From Plans)
9. Wall Types
Insulation Area
2. S . Ingle family or multiple family Single-family
a. Frame - Wood, Exterior
R=19.0 1073.00 fL2
b. N/A
R= ftz
3. Number of units, if multiple family I
c. NIA
R= ft"
4. Number of Bedrooms 2
d. NIA
R= ft2
5. Is this a worst case? (�)
10. Ceiling Types
Insulation Area
6. Conditioned floor area (ft) B21.a
a. Under Attic (Vented)
R=30.0 829.03 fO
b. N/A
R-- ftZ
T., Windows Description Area
c. N/A
R= ft?
a. U-Factor: Dbl, U-0.35 118.92 fI2
11. Ducts
SHGC: SHGC=0.30
a. Sup. Attie Ret: Interior AH: Interior Sup. R-- 6. 164.36 IF
b. U-Factor N/A ft2
SHGC:
12. Cooling systems
c. U-Factor: NIA ft2
a, Central Unit APPROVED BV: 14.5 katulhr
SEER: 14
SHGC:
d. U-Factor WA ft2_
13. Heating systems
SHGC:
a. Electric Strip Heat JUL 2 8
7010 Cap: 12.7 kBtulhr
a. .1.1-Factor N/A ft2
COP: 1
SHGC:
14. Hot water systems
8. Floor Types Insulation Araa
a. Electric
Cap: 40 gallons
a. Raised Floor R=22.0 821.80 ft'
P
EF: 0.93
b. NIA. R= t12
b. Conservation featuoorINC
rN
c. N/A R= ft,
None
15. Credits
Pstat
Total As -Built Modifi6d Loads: 23.15
PASS
Glass/Floor Area: 0.145
Total Baselinle Loads: 2§.15
I hereby certify that the plans and specifications covered by
.
Review of the plans and
8
this calculation are In compi lance with the Florida Energy
specifications covered by this
Code.
calculation indicates compliance
with the Florida Energy Code.
PREPARED
Before construction Is completed
DATE:
this building will be inspected for
compliance wWSection 553.908
I hereby cart y th s ilding, as designed, Is in compliance
Florida Statutes.
Ia
with the Flofii'if ne de.
OWNER/AGE
BUILDING OFFICIAL,
DATE: I —
DATE:
.
N., I
* REQUIRES INSTALLA11ON ON -SITE, BY OTHERS.
A- Manual J form is required to be completed by a
licensed HVAC.contractor once the building is Installed on -
site to insure proper equipment sizing (on -site, by others).
7120/2010 9:39 AM &&gyG USA - FlaRes2008 Page 1 of 5
r T
FILE
A -
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 79
The lower the EnergyPerformance Index, the more efficient the home.
10701 S. Ocean Drive, Jensen Beach, FL, 34957-
1. New construction or existing
New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family
SingL-family a. Frame - Wood, Exterior R=19.0 1073.00 ft2
b. N/A R= ftZ
3. Number af units, if multiple family
I c. NIA R= ftz
4. Number of Bedrooms
2 d. NIA R= ft2
5. Is this a worst case?
10. Ceiling Types Insulation Area
cn-SD
6. Conditioned floor area (W)
a. Under Attic (Vented) R=30.0 829.03 ft2
821.8
b. N/A R-- ftZ
7. Windows** Description
Area c. NIA R= ft2
a. U-Factor: Dbl, U=0.35
118.92 f12
SHGC: SHGC=0.30
11. Ducts
a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 164.36 ft2
b. U-Factor NIA
ft2
SHGC:
12. Cooling systems
c. U-Factor N/A
ft, a. Central Unit Cap: 14.5 kBtu/hr
SHIGC:
SEER: 14
d. U-Factoc N/A
V 13. Heating systems
SHGC:
a. Electric Strip Heat Cap: 12.7 kBtu/hr
e. U-Factor: NZA
fI2 COP: 1
SHGC:
14. Hot water systems
8. Floor Types
Insulation Area a. Electric Cap: 40 gallons
a. Raised Floor
R=Q2.0 '821.80 W EF: 0.93
b. WA APPROVED BY
R= ft2 b. Conservation features
c. N/A
ON
R= None
07/28/10
PIINC.
15. Credits Pstat
0 REQUIRES INSTALiATION O"TE, By oTHERg.
AW—Wofft,d�d—tmftrlrew
eppmnmydediffanordwLafionef�ft
reqW�ofappfimbleS�L—
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 C compliant features.
Builder SignaturZ: Date: -1-za-%%�
Address of New Home: City/FL Zip:
*Note: The homds 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.corn for information and a list of certified
Raters. For information about Florida's Energy- Efficiency Code for Building Construction, contact the
**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 - FlaRes2OO8
Florida Code Summary Report'
Mr. and Mrs. Grigenardo Title: Mod-506 TMY City: FL ST LUCIE CO 1
10701 S. Ocean Drive FLAsBuilt Elec U@: Fi-orida ATera!Fe
Jensen Beach, FL, 34957- Gas Util: Florida Average
Registration A Run Date:
Energy Uses
Baseline Home
As -Built Home
e-Ratio
Heating
1.40 Ml3tu
1.12 MBtu
0.80
Cooling
8.47 MI3tu
6.20 MBtu
0.73
Hot Water
7.15 Ml3tu
7.02 MBtu
0..98
Total
.17.01 MBtu
14.33 M13tu
0.84
Building Loads
Baseline Home
As -Built Home
e-Ratio
Heating
2.71 M13tu
2.17 MBtu*
0.80
Cooling
19.91 Ml3tu
14.56 MBtu*
0.73
Hot Water
6.53,MBtu
6.41 MBtu*
0.98
Total
29.15 MBtu
23.15 Ml3tu
0.79
* normalized modified loads
Glass/Floor Area: 0. 145 Total As -Built Modified Loads: 23.15 PASS
Total Baseline Loads: 29.16
7120/2010 9:40 AM
APPROVED BY
N07/28/10
00orPi IN . C.
Approval of this document do" not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
tnergyGaugell USA - RaReQ008 /
Page 1 of I
DUCTS
Supply —
Return
Air
Peroent
V # Location R-Value Area
Location
Area
Leakage Type
Handler
CFM 25
Leakage
QN
RLIF
1
Attic .
6 164.35
Interior
41.089
Default Leakage
Interior
(Default)
(Default) %
TEMPERATURES
REQUIRES INSTALLATION
Programable Thermostat: Y
Ceiling Fans:
Cooling J:n
Heating i
Feb
Feb
R1
Mar
M
Apr
Apr
May
may
Jun
Jun
Jul
Jul
0
Au 9
Aug
M
S:pp
S
Oct
or
M
Nov
Nov
Dec
Dec
n
Venting Jan
Feb
M
Apr
May
Jun
Jul
Au 9
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
PM
78
80
78
80
78
78
78
711
78
78
78
78
78
78
78
78
80
78
80
.78
80
78
80
78
Cooling (WEH)
AM
PM
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78.
78
78
78
78
78
78
Heating WVD)
AM
PM
66
68
66
68.
66
68
66
68
66
68
68
68
68
68
68
68
68
68
68
68
68
66
68
66
Heating (WEH�
AM
PM
66
68
66
68
66
68
66
6S
66
68
68
68
68
68
68
68
.68
68
68
68
68
66
68
66
APPROVED BY
07/28/10
INIPIINC.
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State LAws.
712012010 9:39 AM EnergyGaugeqD USA - FlaRes2OO8 Page 4 of 5
PROJECT
Title:
Mod-506
Bedrooms: 2
Adress Type:
Street Address
Building Type:
FLAsBuilt
Conditioned Area: 821.8
Lot #
Owner
Mr. and Mrs. Grigenardo
Total Stories: 1
SubDivislon:
# of Units:
I
Worst Case: Yes
PlatBook;
Builder Name:
Jacobsen Homes
Rotate Angle: 90
Street:
10701 S. Ocean Drive
Permit Office:
Cross Ventilation:
County:
St Lucie
Jurisdiction:
Whole House Fan:
City, State, Zip:
Jensen Beach,
Family Type:
Single-Mmily
FL, 34957--
New/Existing:
New (From Plans)
Comment:
CLIMATt
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—S"ri-LUCIE—CO—INTL 2 39
90 75 70 722
62 Low
FLOORS
#
Floor Type
R-Value
Area
Tile Wood Carpet
1
Raised Floor
821.8 ft2 22
0 0 1
ROOF
Roof Gable
Roof Solar Deck
Type Materials Area Area
Color Absor. Tested Insul.
Pitch
I
Gable or shed Composition shingles 847 ft2 102 ft2
Dark 0.96 No 0
14 deg
ATTIC
#
Type
Ventilation Vent Ratio (I in)
Area RBS IRCC
I
Full attic
Vented 300
821.8 ft2 N N
CEILING
Ceiling Type
RValue
Area Framing Frac
Truss Type
I
Under Attic (Vented)
30
829.03 ft2 0.09
Wood
WALLS
Cavity Sheathing
Framing Solar
#
Omt Adjacent To
Wall Type
R-Value Area RValue Fraction
Absor.
I
N -Exterior
Frame - Wood
19 295 ft2
0.23 0.75
2
W Exterior
Frame - Wood
19 82.5 ft2
0.23 0.75
3
N Exterior
Frame - Wood
19 62.26 ft2
0.23 0.75
4
W Exterior
Frame - Wood
19 96.25 ft2
0.23 0.75
5
S Exterior
Frame � Wood
19 290 ft2
0.23 0.75
6
E Exterior
Frame - Wood APPROVED BY
19 96.25 ft2
0.23 0.75
7
S Exterior
Frame - Wood
19 68.26 ft2
0.23 0.75
07/28/10
8
E Exterior
Frame - Wood
iMINC,
19 82.5 ft2
0.23 0.75
---A
7/20/2010 9:39 AM EnergyGauge@,USA - FlaRes2008 Page 2 of 5
PROJECT
Title:
Mod-506
Bedrooms: 2
Adress Type:
Street Address
Building Type:
FLAsBuilt
Conditioned Area: 821.8
Lot #
Owner
Mr. and Mrs. Grigenardo
Total Stories: 1
SubDivision:
# of Units:
I
Worst Case: Yes
PlatBook:
Builder Name:
Jacobsen Homes
Rotate Angle: 90
Street:
10701 S. Ocean Drive
Permit Office:
Cross Ventilation:
County:
St Lucie
Jurisdiction:
Whole House Fan:
City, State, Zip:
Jensen Beach,
Family Type:
Single-famlly
FL, 34957-
New/Existing:
New (From Plans)
Comment:
CLIMATE
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�_LUClELCOjNTL 2 39
90 75 70 722
62 LOW
FLOORS
#
Floor Type
R-Value
Area
Tile Wood Carpet
I
Raised Floor
821.8 ft2 22
0 0 1
ROOF
Roof Gable
Roof Solar Deck
#
Type Materials Area Area
Color Absor. Tested Insul.
Pitch
1
Gable or shed Composition shingles 847 ft2 102 ft2
Dark 0.96 No 0
14 deg
ATTIC
Area RBS IRCC
#
Type
Ventilation Vent Ratio (I in)
I
Full attic
Vented 300
821.8 ft2 N N
CEILING
#
Ceiling Type
R-Value
Area Framing Frac
Truss Type
I
Under Attic (Vented)
30
829.03 ft2 0.09
Wood
WALLS
Cavity Sheathing
Framing Solar
omt Adjacent To
Wall Type
R-Value Area R-Val.ue
Fraction Absor.
I
N -Exterior
Frame - Wood
19 295 112
0.23 0.75
2
W Exterior
Frame - Wood
19 82.5 f12
0.23 0.75
3
N Exterior
Frame - Wood
19 62.25 ft2
0.23 0.75
4
W Exterior
Frame - Wood
19 96.25 ft2
0.23 0.75
5
S Exterior
Frame - Wood
19 290 ft2
0.23 0.75
6
E Exterior
Frame - Wood APPROVED BY
19 96.25 ft2
0.23 0.75
7
S Exterior
Frame - Wood
19 68.25 ft2
0.23 0.75
07/28/10
INIA4*04ING,
8
E Exterior
Frame - Wood
19 82.5 ft2
0.23 0.75
7/2012010 9:39 AM EnergyGauge@USA - FlaRes2008 Page 2 of 5
IN
I
APPROVED BY
FORM 11 OOA-08 07/28/10
Code Compliance -Cheklist INAINC.
es"taum"keor
ations rm the
Residential Whole Building Performance Method i aeLe...
ADDRESS: 10701 S. Ocean Drive PERMIT t.
Jensen Beach, FL, 34957-
INF11 TRATInN RFnUCTION COMPLIANCE CHECKLIST
COMPONENTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
CHECK
Exterior Windows & Doors
N1106.AB.1.1
Maximum: .3 dm1sq-ft. window area; .5 cfrn/sq.fL door area.
Exterior & Adjacent Walls
N1 106.AB.1.2.1
Caulk, gasket, weatherstrip or seal between: vu4ndows/doors &
frames, surrounding wall; foundation & wall sole or sill plate; joints
between exterior wall panels at corners; 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
N1106.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
N1106.AB.I.2.3
Between walls & ceilings; penetrations of ceiling p ' lane to top floor,
around shafts, chases, soffits, chimneys, cabinetsisealed 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 112" clearance & 3" from
insulation; or Type IC with < 2.0 cfm from conditioned space,
tested.
y Houses
NI 106.AB.I.2.5
Air barrier on perimeter of floor cavity between floors.
EMulti-stor
Additional Infiltration reqts
N1106.AB.1.3
Exhaust fans vented to outdoors, dampers; combustion space
heaters comply with NFPA, have combustion air.
nT14F12 OPPArRIPTIVIP MIZASURES Imust he met or exceeded bv all residences.)
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Water Heaters
N1 1 12.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
N1 1 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 GOP of 4.0.
Showerheads
NI 112.AB.2.4
Water flow must be restricted to no more than 2.5 gallons per
minute at 80 PSIG.
Air Distribution Systems
N1110.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 I I 0.AB.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls
N 1 107.AB.2
Separate readily accessible manual or automatic thermostat for
I each system.
Insulation
N1 104.AB.1
Ceilings -Min. R-1 9. Common walls -frame R-1 1 or CBS R-3 both
I
N1102.13.1.1
sides. Common ceiling & floors R-1 1.
712012010 9:39 AM EnergyGaugeS USA - FlaRes2008
Page 5 of 5
t
WORST CASE ROTATION
BUILDING ENERGY SUMMARY
Mr. and Mrs. Grigenardo Title: Mod-506 TMY City: FL — ST — LUCIE—CO—INT
10701 S. Ocean Drive User Elec Util: Florida Average
Jensen Beach, FL, 34957- Gas Util: Florida Average
Registration #:- Run Date: 07/2012010 09:39:16
Cooling Heating HERS
Rotation Energy U Fan Energy Cost Energy Use Fan/Pump Cost Total Energy ' Index e-Ratio
0 1491 kWh 259 kWh $157 308 kWh .13 kWh $29 7.068 MBtu 0.7745
45 1532 kWh 268 kWh $162 313 kWh 13 kWh $29 7.256 M.Btu 0.7695
90 1544 kWh 271 kWh $163 315 kWh 13 kWh $29 7.314 MBtu 0.7940
135 1521 kWh 266 kWh $161 325 kWh 14 kWh $30 7.256 MBtu 0.7888
180 1468 kWh 256 kWh $155 329 kWh 14 kWh $M 7.055 MBtu 0.7724
225 1504 kWh 263 kWh $159 342 kWh 14 kWh $32 7.246 MBtu 0.7872
270 1532 kWh 268 kWh $162 325 kWh 14 kWh $30 7.301 MBtu 0.7925
315 1519 kWh 265 kWh $161 324 kWh 13 kWh .$30 7.238 MBtu 0.7875
These results represent the most recent analysis when worst case Was checked. For ratings where def�ult
appliance values were not used, the energy values will represent the building used for the HERS Score and not
the entered building. Select ReportslAnnual Simulation to view energy use from the current building.
APPROVED BY
07/28/10
IN[P14INCE
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws. -
7/20/2010 09:40 AM EnergyGaugeO USA - Flafts2008 Pago I of I
PLAN SPEC'S &
SECTION 553.801111dl, Ps, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTUR12D [MODULAR) BUILDINGS, BEARING THE OCA INSIGNIA, FROM FURTH R PLAN
CVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE - COMMUNITY AFFAIRS (DCAj T'E.T. T E THE LISTING AGENCY
R FLORIDA DEPARTMENT Of HAT _
PLANS HAVE BEEN REVIEWED & THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED THIRD PARTY AGENCY & FOUND COMPLIANT WITH THE PBC. APPROVAL
ELECTRICAUPLUMBING CONNECTIONS: GENERAL NOTES: ATTENTION LOCAL BUILDING DEPART.:
A�L 7 C-ICAL AND PLUH GGINECTI-�ATION AH41. BE k AV BE EE .1 A .-A ATI1- .1 YHE THE l.T
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SEE or DOMING PUNS AM ON FILE
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S
DESCRIPTION PAGE(s)
COVER SHEET & NOTES
I
FLOOR PLAN LAYOUT
2
ELECTRICAL CALC'S & NOTED
3
ELECTRICAL LAYOUT
4
EXTERIOR ELEVATIONS
6
EXTERIOR ELEVATIONS
6
PLUMBING NOTES & DETAILS
I
TYPICAL CROSS-SECTION
HVAC SYSTEM LAYCLET
SHEARWALL & MISC. DETAILS
EXTERIOR GLAZING PROTECTION
11
APPROVED BY
JUL 2 8 2010
G.'00
ATTACHMENTS: NMN�;
JACOBSEN CERTIFICATION LETTER
RAISED 5EAL LETTER - DCA
FLORIDA PRODUCT APPROVAL
511 AIWALL CALC'S
'LORIDA ENEERGY CALCIS
CONSTRUCTION CALC'S FIGURtO PER R301.2.1.1 - METH013 2
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NOTES: SCALE: NTS Y
L ALL — =T
----N GPI-" , R-R TI PAT101 P
D-INII — INIINE—D IY IT—,.
— —T.. .... — .� .11— !.q-- —.— —
I—A-1— D
1" 1,11 "ID — "ll _9 — IV *.;*-l—lT= —11
T�. —1
'T.
" �4VIVDL— 0 0 MDe �� 0 0 =�e�� G
_ M_ L
CONSTRUCTION SPECIFICATIONS:
." L= . m
I—= T
F VENT CALC
SCALE: NTS
=�tSI-W 1.� U.1111. A.IWI API�DVAL STAMPS
APPROVED BY
07/28110
INC. :7-7
I
0
Building Input Summary Report
APPLIANCES & LIGHTING
Appliance Schedule: HERS 2006 Reference
Hours
Schedule Type
1
2 3
4
5
6
7
8
9
10
11
12
Ceiling Fans (Summer)
AM
0.65
0.65 0.65
0.65
0.65
0.65
0.65
0.33
0.33
0.33
0.33.
0.33
% Released: 100
PM
0.33
0.33 0.33
0.33
0.33
1
0.9
0.9
0.9
0.9
0.9
0.65
Annual Use: 0 kWhNr
Peak Value;
0 Watts
Clothes Washer
AM
OA05
0.081 0.047
0.047
0.081
0.128
0.256
0.57
0.849
1
0.977
0.872
%.Released: 60
PM
0.779
0.698 0.605
0.57
0.581
0.57
0.57
0.57
0.57
0.488
0.43
0.198
'Annual Use: 0 kWh/Yr
Peak Value:
0 Watts
Dishwasher
AM
0.139
0.05 0.028
0.024
0.029
0.09
0.169
0.303
0.541
Q..594
0.502
0.443
% Released: 60
PM
0.377
0.396- 0.335
0.323
0.344
0.448
0.791
1
0.8
0.597
0.383
0.28f
AnnualUse: 0 kWh1Yr
Peak Value:
0 Watts
Dryer
AM
0.2
0.1 0.05
0.05
0.05
0.075
0.2
0.375
0.5
0.8
0.95
1
% Released: 10
PM
0.875
0.85 0.8
0.625
0.625
0.6
0.575
0.55
0.625
0.7
0.65
0.375
Annual Use: 0 kWh/Yr
Peak Value:
0 Watts
Lighting
AM
0.16
0.15 0.16
0.18
0.23'
0.45
0.4
0.26
0.19.
0.16
0.12
0.11
% Released:' 90
PM
0.16
0.17 0.25
0.27
0.34
0.55
0.55
0.88
1
0.86
0.511
0.28
AnnualUse: 1112 kWhNr
Peak Value:
363 Wafts
Miscellaneous
AM
o.48
0.47 0.47
0.47
0.47
- 0.47
0.64
0.71
0.67
0.61
0.55
0.53
% Released: 90
PM
0.52
0.5 0.5
0.5 -
0.59
0.73 -
0.79
0.99
1
0.96
0.77
0.55
AnnualUse: 1504 kWh/Yr
Peak Value:
276 Watts
-
Pool Pump
AM
0
0 0
a
0
0
0
0
0
1
1
1
% Released: 0
PM
I
I I
1
0
0
0
0
0
0
0
0
AnnualUse: OkWhNr
Peak Value:
0 Watts
Range
AM
0.057
0.057 * 0.057
0.057
0.057
0.114
0.171
0.286
0.343
0.343
0.343
0.4
% Released: 100
PM
OA57
0.343 0.286
Q.4
0.571
1
0.857
0.429
0.286
0.229
0.171
0.114
Annual Use: 0 kWh/Yr
Peak Value:
0 Wafts
Refrigeration
AM
0.85
0.78 0.75
0.73
0.73
0.73
0.75
0.75
0.8
0.8
0.8
0.8
% Released: 100
PM
0.88
0.85 0.85
. 0.83
0.88
0.95
1
0.98
0.95
0.93
0.9
0.85
AnnuaiUse: 776 kWh/Yr
PeakValue:
106 Watts
Well Pump
AM
0.05
0.05 0.05
0.05
0.05
0.05
0.1
0.1
0.1
0.1
0.1
0.1
% Released: 0
PM
0.1
0.1 0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
Annual Use: OkWhNr
Peak Value:
0 Wafts
APPROVED BY
07/28/10
0 000
N
Approval of this document does not outhorlaD or
approve any deviation or deviations from the
requirements of applicable State Laws.
7/20/2010 9:40 AM EnergyGauge@) / USRFSB v2.8 Page 4 of 4
I
Building Input Summary Report
"REQUIR115 .
" ON45IT16 NY
COOLING SYSTEM
# System Type
Subtype
Efficiency Capacity
Air Flow
SHR
Ductless
1 Central Unit
Split
SEER: 14 14.5 kBtu/hr
435 cfm
0.75
False
]REQUIRES INSTALLATION ON-SITE9 By OTHERS� HEATING SYSTEM
# System Type
Subtype
Efficiency Capacity
Ductless
1 Electric Strip Heat
None'
COP: 1 12.7 kBtu/hr
False
HOT WATER SYSTEM
# System Type
EF
Cap Use
SetPnt
Credits
1 Electric
0.93
40 gal 50 gal
120 deg
None
SOLAR HOT WATER
Collector Surface Absorp.. Trans Tank
Collector Type Tilt Azimuth Area Loss Coaf. Prod. Corr. Volume
Tank Tank Heat PV
U-Value Surf Area Exch Eff Pumped
Pump
Energy
DUCTS
Supply
# Location R-Value
Return Air
Area Location Area Number Leakage i`ype Handler CFM 25
Percent
Leakage
QN
RLF
1 Attie 6 164.3599 Interior
41.08999 (invalid) Default Leakage Interior (Default)
(Default)
REQUIRES INSTALLATION 0"M By OTHM- TEMPERATURES
Programable ThermostaL, Y
Cooling Jan F
Heati Jan F:bb
Ventl 0 Jan - Feb
Mar PQ Apr
M P(I A
M [XI A
Ceiling Fans: N
May Jun Jul , Aug
May Jun Jul Aug
may Jun 0 Jul NAug
S:p
S
Sep
0
Oct
R1 Oct
c t
ct
N ov
Nov
Nov
Ic
DL
Dec
Dec
Thermostat Schedule: HERS 2006 Reference
Schedule Type' 1 2
Hours
3 4 5 6 7
a 9
10
`11
12
Cooling (WD) AM
PM
Cooling (WEH) AM
PM
Heating (WD) AM
PM
Heating (WEH) AM
PM
78 78,
80 80
78 78
78 78
66 66
68 68
66 66
68 68
78 78 78 78 78
78 78 - 78 78 78
78 78 78 78 78
78 78 78 78 78
66 66 66 68 68
68 68 68 68 68
66 66 66 68 68
68 68 68 68 68
78 80
78 78
78 78
78 78
68 68
68 68
68 68
68 68
80
78
78
78
68
68
68
68
80
78
78
78
68
66
68
66
80
78
78
78
68
66
68
66
APPROVED BY
0 007PI
N 07/28/10
INC'
Approval of this document does not authorize
approve any deviation or deviations from the
requirements of applicable State Laws.
7/20/2010 9:40 AM EnergyGaugeD / USRFSB v2.8
Page 3 of-4
Buildin - Input Summary, Report
9
CEILING
#
Coiling Type
R-Value
Area
Framin.g FracHon
Truss Type
1
Under Attic (Vented)
30
829.03 ft2
0.09
Wood
WALLS .
Wall orientation below is as
entered. Actual orientation Is modified by rotate angle shown in "Project" section,above.
#
omt
AdV,cent
Wall Type
C vity Width
R?Value Ft In
Height Vea.11in Framing Solar
Ft In Area R V lueg Fraction Absor.
I
N
Exterior
Frame - Wood
19 39 4
90 295 ft?
0.23 0.75
2
W
Exterior
Frame - Wood
19 120
8.26
82.5ft2
0:23 0.75
3
N
Exterior
. APPROVED BY
Frame - Wo:d
ORR
19 6 11
9
62.25 f12
0.23 0.75
4
W
Exterior
Frame - Wo d
07/28/10
19 140
8.25
96.25 ft2
0.23 0.75
5
S
Exterior
Frame -Wood
19 38 8
90 290 ft2
0.23 0.15
6
E
Exterior
Frame - Wood
19 140
8.25
96.26 if
0.23 0.75
-7
8
Exterior
Frame, Wood
19 7 7
108 68.25 It'
0.23 0.75
8
E
Exterior
'Frame - Wood
19 120
8.25
82.5 f12
0.23 0.75
DOORS
Width
Height
#
Ornt
DoorType
Storms
UValue Ft In
Ft In Area
1
W
Insulated
None
0.29 38
82 21.64 f12
2
S.
Insulated
None
0.29 38
82 21.64 ft2
WINDOWS
Overhang
#
Omt
Frame
Panes
NFR C,
U-Factor
SHGC Storm
Area
Depth Separation Interior Shade * Screening
I
N
Vinyl
Low-E Double
Yes
0.35
0.3 N
20 ftz
0 It 9 in 0 ft 8 in
None Exte0or 50%
2
N
Vinyl
Low-E Double
Yes
0.35
0.3 N
8.33 ft2
Oft9,ln 0 ft 8 In
None Exteflor 50%
3
N
Vinyl
Low-E Double
Yes
0.35
0.3 N
5.83 ft2
Oftl.5in 0fI:26In
None E)derior 50%
4
S
Vinyl
Low-E Double
Yes
0.35
0.3 N
15 ft2
Oft9ln Oft8in
None Exterior 50%
5
S
Vinyl
Low-E Double
Yes
0.35
0.3 N
25 ft2
Oft9 in -Oft2l in
None Exterior 50%
6
8
Vinyl
Low-E Double
Yes
0.35
0.3 N
5.83 f12
Oft9in Ofl:4.51n
None Exterior 50%
7
E
Vinyl
Low-E Double
Yes
0.35
0.3 N
12.5 ftz
0 ft 13.5 10 It 32.5 1
None Exterior 50%
8
E
Vinyl
Low-E Double
Yes.
0.35
0.3 N
2.92 ft-
-0 ft 13.6 10 A 21.5 1
None Exterior 50%
9
E
Vinyl
Low-E Double
Yes
0.35
0.3 N
11.67 ft2
oft31n Oft35in
None Exterior 50%
10.
E
Vinyl
Low-E Double
Yes
0.35
0.3. N
10 ft2
Oft3in Oft33in
None Exterior 60%
I I
E
Vinyl
Low-E Double
Yes
0.35
0.3 N
1.83 #2
Oft3in Oft2l.51
None Exterior 50%
INFILTRATION & VENTING
Forced Ventilation
Terrai6/Wlnd
Method
SLA CFM 50
ELA
EqLA
ACH ACH50
Supply Exhaust Run Time Shielding
Best Guess
0.00050 1078
59.2
111.3
6.365 9.84
0
0 0
Suburban / Suburban
MASS
Mass Type
Area
Thickness
Furniture Fraction
No Added Mass
0 ft2
Oft
0.3
7/20/2010 9:40 AM EnergyGauge6 / USRFSB v2.8 Page 2 of 4
-4
i3
OR
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Mr. & Mrs. Grigenardo
HVAC Load Calculations
for
Mr. & Mrs. Grigenardo
10701 S. Ocean Drive
Jensen Beach, Florida
rw**� RgSIDIRNMAL
WAC Lo"s
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Prepared By:
Residential Energy'Caic's
nx/
FILE , COr T Tuesday, August 03, 2010
Rhvac is an ACCA approved Manual J an ' d Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
"Rfivac - Reildential 4 Ljg4t CbrnmetcialWAC.Loadi§�
K6n Hum hi
P MY
'Efite Softwar6.Developnn-ent, lnc�-
Gngena q
W gi Mrs. rd,
�'Pbrt--gai�tLueie,--FL 3 83,,'--
49."L.
Page 2
[Pr—oject Report:,
LGeneral Project Information
Project Title: Mr. & Mrs. Grigenardo
Designed By: Jacobsen Homes
Project Date: Monday, August 02, 2010
Client Name: Mr. & Mrs. Grigenardo
Client Address: 10701 S. Ocean Drive
Client City: Jensen Beach, Florida
Company Name: Residential Energy Calc's
I Design Data I �� .. -- .. 1 .1 -. . - - -. � �. 1. a
- - I I � . I - 1 1 2 - I - . — — -17-7771
Reference City: Fort Pierce, Florida
Building Orientation: Front door faces North
Daily Temperature Range: Medium
Latitude: 27 Degrees
Elevation: 25 ft.
Altitude Factor: 0.999
Elevation Sensible Adj. Factor: 1.000
Elevation Total Adj. Factor: 1.000
Elevation Heating Adj. Factor: 1.000
Elevation Heating Adj. Factor: 1.000
Outdoor Outdoor Outdoor Indoor
Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum
Dry Bulb Difference
Winter: 42 39.4 80% n/a
70 n/a
Summer: 90 78 59% 50%
75 61
Check Figures
"Total Building Supply CFM: 486 CFM Per
Square ft.: 0.592
Square ft. of Room Area: 821 Square ft. Per Ton: 674
Volume (ft3) of Cond. Space: 6,571
17Building Loads
Total Heating Required Including Ventilation Air: 10,719 Btuh
10.719 MBH
Total Sensible Gain: 10,961 Btuh
77 %
Total Latent Gain: 3,254 Btuh
23 %
Total Cooling Required Including Ventilation Air: 14,215 Btuh
1.18 Tons (Based On Sensible + Latent)
1.22 Tons (Based On 75% Sensible
Capacity)
I.Not6s
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
'RhVqc'�� Reiloppqaf'4�ig�t C6nifneiciAl HVAC,Lbads
Elite Software,pevdi6prne "Inc.
1,.Pc���saiiht-Lutie,-FL.34983�.'
aircid.
age:3
1"Mitcellsineous - Repbd.'
System I Inteitherm/York- Outdoor
Outdoor Outdoor: Indoor i: Indoor
Grains.
llnputDat��- Dry-Bulb-m;--
W,6t Bulb;, Rel.Hurn RelArn Dry -Bulb -piffetence
Winter: 42
39.4 80% n/a 70
n/a
Summer: 90
78 59% 50% 75
61.09
uijt Sizing Inputs
Main Trunk
Runouts
Calculate: Yes
Yes
Use Schedule: Yes
Yes
Roughness Factor: 0.00300
0.01000
Pressure Drop: 0.1000 in.wg./I 00 ft.
0.1000 in.wg./I 00 ft.
Minimum Velocity: 650 ft./min
450 ft./min
Maximum Velocity: 900 ft./min
750 ft./min
Minimum Height: 0 in.
0 in.
Maximum Height: 0 in.
0 in.
Outsidewir'. Data,
Winter
Summer
Infiltration Specified: 0.410 AC/hr
0.220 AC/hr
45 CFM
24 CFM
Infiltration Actual: 0.410 AC/hr
0.220 AC/hr
Above Grade Volume: X 6,571 Cuk
X 6,571 Cu.ft.
2,694 Cu.ft./hr 1,446 Cu.ft./hr
X 0.0167
X 0.0167
Jotal Building Infiltration: 45 CFM
24 CFM
Total Building Ventilation: 17 CFM
17 CFM
--System 1—
Infiltration &Ventilation Sensible Gain Multiplier:
16.49 = (1.10 X 0.999 X 15.00 Summer Temp. Difference)
Infiltration & VentilationLatent Gain Multiplier:
41.50 = (0.68 X 0.999 X 61.09 Grains Difference) ,
Infiltration & Ventilation Sensible Loss Multiplier:
30.77 = (1.10 X 0.999 X 28.00 Winter Temp. Difference)
Winter Infiltration Specified: 0.410 AC/hr (45 CFM), Construction: Semi -Tight
Summer Infiltration Specified: 0.220 AC/hr (24 CFM), Const ruction: Semi -Tight
-Duct Load,, Factor Scena�os for -Sys jem,1
Atti Surface;i
c Duct II- Duct.
From,
�No-,.,JypJe. "D L ocation
escrip on
aq n Are,
ei ing q
�MDnil
1 Supply Main Attic
16B 0.12 6 223
No
I Return Main Attic
16B 0.24 6 41
No
Nh'vac, Rdgld��i�l 1��IFI#�Corfirfieicihfl HVAOLdaft�
—G
'Mr.
-kMrs�:-, ngenar&`
I'Port-Saiint. Lucie, FL' 34983,,
Pag-A
v W-I�OpOrt
ie
Net!
fol
Sen!
Lat
Net!
1
Sew
I
Sys! SY-1
Htgf Clgj
Sy.,
Actj
Duct
Scope
Ton
[Ton 1
real
ainj
Gaini
Gaini
Loss
CFMI CFMI
CFMj
Size
Building
1-4
693�
82 V;
10,961-,
3,254:
14,215."
10,719'
133�. 480,
486;
------------ ...... . .. ...... ....... ........ .. - ----- . . .........
System 1 ............ --- ............ ......... . . .......... - .. .............
..... ........ . .... ......
1.18:
........... . .. -------
---------
693:
- ------ -.1-
821;
-------
10,961'�
----------- ---------
. . ..............
3,2 54
. . -----------------
14,2151- ........
.............
10,71 qj
13 i.�
486::
1OxIO
Ventilagon
.....
...
........ .. ---
280:�
--- ------ .
....... 706:
986;f
.
......... 523J
-------- ---- - --- - ----------------
Duct Latent
...........
750:
. .......... . .
7500
....... . .....
--------------------
........ . ......... ....... ..... - ----------- --- ------ - ---------
Zone 1
------- ............
........
....
821;:
...
10,680::
1,799:
12,479'
486:
IO)c1O
...... ..... - ... ..... ............... . ........ ....... ..... ........ ...... ..... .... ...... ........
1-Dining
. ............ . ....
. ...... .............
. .......
100,
.... ......
2,426,
2M
2,637;
2,2 74
-
29�
- - ---- ------------
110;
1--6
. ................ . ...... .......... .... . .... ................. .......................... . ....
2-Kitchen
....... ........ . .................
........
101:
I .......... ..
2,134;
.......... ---: ....
76
.......
2,210i
. . ....................
8421
11'
9T
1--6
... ............. ................ . .................. . ...........
3-Bath 2
....... ----------- ------ - -----------------------
----
--- -
55:
..... . ....
221'
........... ..
42
------ -----
263�:
..............
403:
q ...
5:
...........
10
. ......
1-4
............ ---- ----------------------- .................
2 . .
.......
. .. 135::
1,722��
....... 577:
- --- - ---------------
2,299:
-: .. ....
1,801
......... . ..........
23
........
78':
.... ........ .........
1-5
......
-- ------------ - ... ... ..... ..... ............ . . ....... - ------
S-Bedroom 1
......... .......... ...
. . .......
154'�
.
2,005�;
626;!
2,631 i
2,1324
28�
91
1--6
............ .
6-Bath 1
........ ... ........
- - --------- .
..... ....
86!
.
325;:
... . .. ....................
56!
.. -.- ......
381:
..........
58
........ ... .
15,:
.. .....
1-4
----- ------------------ - .. ... ........ . ....... .................. . ......... ... .
7-Living
....... . .............. ........... - ........... I ...... . ............ ......
.......... ------ - ----------
.......
--------
. ........
- ---
190�
-- ---------
1,848: ..
............
211:
....... ..
2,059:
........... ..............
........... ...
2,210;
....... ........
........
2 9
. ..... . . . ...
84
.............
1-5
0
'R t Meichil HVAC:
'Keh h�p
age
Lu
or�.j�2nt 6yie -,U983�.._',� P 5'
I'Duct Size-- Previ6W-,.,-*.
q
Room or
1, Minimurni
Maximuml
Rough-'
i
Des' n SPI
19 1
Ductl
Duct! Htg I Glg
Act.
Duct
Duct Name
Velocity!
Velocity
Factor
Ul 00' Loss'
Velocity!
Length _Ej�LvLi,__EqyK i
Flow
Size
System 1
. . .... ... ..... ........... ...... . ................... ... ..... .. .........
.... - - ------ ---
.... . ..... ...........
. .....
....... ........ . .............
........ ...
............ .......... ........... d ......
......... .....
....
Supply Runouts,
..... ......... I ............ ........ . .. ..............
... ..... ....
............. ......
....... ...... .... -----------
..
......... .......
Zone 1
.... . ............ ......... . .. ...... . .... ..................................
I -Dining
456,
750:
6
............... .........
0. v
56ZI;
.......... ...........
29�
. ............
116,
.
16
...... ... .. ......................... ...... ... ...... ..... . . . .........
2-Kitchen
......... .... ....... ..........
450':
--
750:
------------- - -- -
01
. ......... ..... ..................
0. fi
.... ....... .....
494.5t
11'
97.
I__6
. .............. ... .... . ..................... .... . ......
3-Bath 2 ..
....................... ..................... .... .
450
......... --- -----
.............. ........
-156 ...
..... ........ . ....................
...
....
115'
..... - ------
f S.
- ------- . ......
10: ......
............
I -A
....... . ...
... ... ........... 1 . ................... ___..._._.._ ...........................
4-Bedroorn 2
. ...
45a.
756
6.
0.1:
574.7;
23;
!
78'
1_5
.. .. ...... .. ....... ......... ... ........ .... ...... .....
5-Bedroom 1
456,
---------
750:
-------- ----
--- ---- ----- ---- ... ..... ......
0.1:;
. .........
464.5:
......... ....
i 8�
........ I .............
91:�
.......... . .
16
. ........ . ...... ---------------- .............
6-Bath 1
--------------- ......... --- ...
456
..... ......................
750:
L
- - - - -------------------------
..... ....... ......
.......... . . ......
169.6':
15;
I -A
-------- - ------ - ------------------ ------------ - . .......... ...............
7 Ll\Ang
-- - ----------
_1 . .......... .......... ......
------------ .................. 45a.
------
750�
. .....
...... . ..........
0,
-- - - ------- ---------------------------
0.1,
................... ..........
........ .......
6 1 S. 5::
. . . . - - -----------
. .........
..............
84;
15
..........
Other Ducts . ... ............ -------- - . .........................
. . .....
.. ...... ..
---
---
.... .
..... .... ..... .......
.....
Supply Main Trunk
65M
906,
o:
0.1'.
699.7;
1133�
IOXIO
Summary
----------- -- .......... ... ... ............... ........ . ... ......... . ................. ... .... - .. ......... ....... ...... ... . ......... ... .... ...... .... ..... ... ............ ................. . ... ........ .......
Heabng Flow: 133
.. ................. ........... .... ..... ............. . .......................... .... ............. ......... .... ..... I ....... .... .. --------- ... ....... �a ........... . ........... ........... ............. ................ ......... .... .... .............. ... ...... . ...... .. ............
Cooling Flow. 486
Inc,
4-jgh; Commefeial HVAC.LoAdEV,
r-AN Rai&
'K "H h -M
Prige
pp-,
ort
P Sad6t,Lucie, FU34983,11,
TOW Buildih S rna''ryLo6d.!.._
Sen Lat: Sen Total
Component Area.
ain,1__: Gain-,-- -
1--bescription Quian Loss G, ;
1 D-cv-o: Glazing -Double pane, operable window, clear, 130.8 1,283 0 2,516 2,516
vinyl frame, u-value'0.35, SHGC 0.3
11 D: Door -Wood - Solid Core
12E-Osw: Wall -Frame, R-1 9 insulation in 2 x 6 stud cavity,
no board insulation, siding fihish, wood studs
16C-30: Roof/Ceiling-Under Attic with Insulation on Atfic
Floor (also use for Knee Walls and Partition Ceilings),
Vented Attic, No Radiant Barrier, White or light Color
Shingles, Any Wood Shake, Light Metal, Tar and
Gravel or Membrane, R-30 insulation
20P-21: Floor -Over open crawl space or garage, Passive,
R-21 blanket insulation, any o9yer
Subtotals for structure:
People:
Equipment:
Lighting:
Ductwork:
Infiltration: Winter CFM: 45, Summer CFM: 24
Ventilation: Winter CFM: 17, Summer CFM: 17
............. .
Total Building Load Totals:
42 458 0 426 426
886.5 1,688 0 1,049 1,049
821.4 735 0 1,051 1,051
821.4 1,081 0 385 385
5,245
0
5,427
5,427
4
800
920
1,720
0
1,200
1,200
0
0
0
3,571
750
2,737
3,487
1,380
999
396
1,395
523
706
280
986
10,719 3,254 10,961 14,215
I -'Check Figures
Total Building Sup ply CFM: 486
CFM Per Square ft.:
0.592
Square ft. of Room Area: 821
Square ft. Per Ton:
674
-Volume (ft3) of Cond. Space: 6,571
J�Bifilding L�6a&
Total Heating Required Including Ventilation Air:
10,719
Btuh 10.719
MBH
Total Sensible Gain:
10,961
Btuh 77
%
Total Latent Gain:
3,254
Btuh 23
%
Total Cooling Required Including Ventilation Air:
14,215
Btuh 1.18
Tons (Based On Sensible + Latent)
1.22
Tons (Based On 75% Sensible
Capacity)
Notes�
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
W
nc.:
mmettial HVAC Elite,SoftwareD
p rey�, -
'M
'h
ag.
t6alucie'; FL, 3498a 7P
or
1:'iSystei M-, t- lhtedhe'rm /Y k SdrWA9ryLda&
C.qmponent--,.- -
I:D&scription-
Area
-Sen
�Lat
Sen
Totpl-:i
-Quan
- Loss- -
-Gain
Gairy
Gain
1 D-cv-o: Glazing -Double pane, operable window, clear,
130.8
1,283
0
2,516
2,516
vinyl frame, u-value 0.35, SHGC 0.3
11 D: Door -Wood - Solid Core
42
458
0
426
426
12E-0sw: Wall -Frame, R-1 9 insulation in 2 x 6 stud cavity,
886.5
1,688
0
1,049
1,049
no board insulation, siding finish, wood studs
16C-30: Roof/Ceiling-Under Atfic with Insulation on Atfic
821.4
735
0
1,051
1,051
Floor (also use for Knee Walls and Partition Ceilings),
Vented Atfic, No Radiant Barrier, White or Light Color
Shingles, Any Wood Shake, Light Metal, Tar and
Gravel or Membrane, R-30 insulation
20P-21: Floor -Over open crawl space or garage, Passive,
821.4
1,081
0
385
385
R-21 blanket insulation, any cover
Subtotals for structure:
5,245
0
5,427
5,427
People:
4
800
920
1,720
Equipment:
0
1,200
1,200
Lighting:
0
0
0
Ductwork:
3,571
750
2,737
3,487
Infiltration: Winter CFM: 45, Summer CFM: 24
1,380
999
396
1,395
Ventilation: Winter CFM: 17, Summer CFM: 17
523
....... . ...... -
706
_ - ------ -----
280
986
.. .........
System I Intertherm/York Load Totals:
10,719
3,254
10,961
14,215
�..Check Figur
Supply CFM: 486
CFM Per Square ft.:
0.592
Square ft. of Room Area: 821
Square ft. Per Ton:
674
- Volume (fl?) of Cond. Space: 6,571
Total Heating Required Including Ventilation Air:
10,719
Btuh 10.719
MBH
Total Sensible Gain:
10,961
Btuh 77
%
Total Latent Gain:
3,254
Btuh 23
%
Total Cooling Required Including Ventilation Air:
14,215
Btuh 1.18
Tons (Based On Sensible + Latent)
1.22
Tons (Based On 75% Sensible
Capacity)
Notes
-
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
'RhVac - Reiidential &,Ugot Commercial HVAC Loads'
:,Ken kqmph'rey
Elite Software Developrpqnt�, Inc.,
Mrs. Gdgenardo
Port saiint Lude, FL 34983,
Page 8
j,"Syst6m' 1, Zane "I Surhmary Loads"(A ve'rage Load Procedure for Rooms)
Component Area
Sen
Lat
Sen
Total
Description Quan
Loss
Gain,
Gain
Gain
1 D-cv-o: Glazing -Double pane, operable window, clear, 130.8
1,283
0
2,516
2,516
vinyl frame, u-value 0.35, SHGC 0.3
11 D: Door -Wood - Solid Core 42
458
0
426
426
12E-0sw: Wall -Frame, R-1 9 insulation in 2 x 6 stud cavity, 886.5
1,688
0
1,049
1,049
no board insulation, siding finish, wood studs
16C-30: Roof/Ceiling-Under Attic with Insulation on Attic 821.4
735
0
1,051
1,051
Floor (also use for Knee Walls and Partition Ceilings),
Vented Attic, No Radiant Barrier, White or Light Color
Shingles, Any Wood Shake, Light Metal, Tar and
Gravel or Membrane, R-30 insulation
20P-21: Floor -Over open crawl space or garage, Passive, 821.4
1,081
0
385
385
R-21 blanket insulation, anyRovq�.
Subtotals for structure:
5,245
0
5,427
5,427
People: 4
800
920
1,720
Equipment:
0
1,200
1,200
Lighting: 0
0
0
Ductwork:
3,571
0
2,737
2,737
Infiltration: Winter CFM: 45, Summer CFM: 24
1,380
999
396
1,395
System 1, Zone 1 Load Totals:
10,196
1,799
10,680
12,479
Check Figures
'Supply CFM: 486 CFM Per Square ft.:
0.592
Square ft. of Room Area: 821 Square ft.
Per Ton:
776
Volume (fl?) of Cond. Space: 6,571
Zone Loads
Total Heating Required: 10,196 Btuh
10.196
MBH
Total Sensible Gain: 10,680 Btuh
86
%
Total Latent Gain: 1,799 Btuh
14
%
Total Cooling Required: 12,479 Btuh
1.04
Tons (Based On Sensible
+ Latent)
1.06
Tons (Based On 75% Sensible
Capacity)
Notes
I -
- - -1
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and
ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
,'RhVac'- Re idp�tj�l CbrnMeicial, HVAC Lohds',
kiEi6 H ui��h�.
[P6if gai ie,.L 34983.
ut
Elite Sbftware Development,'lim
MrA Mrs. Girigen . ar� o ,
Pag e 9-
General
Calculation Mode:
Htg. & c1g.
Occurrences:
I
Room Length:
10.0 ft.
System Number:
I
Room Width:
10.0 ft.
Zone Number:
1
Area:
100.0 sq.ft.
Supply Air:
110 CFM
Ceiling Height:
8.0 ft.
Supply Air Changes:
8.3 AC/hr
Volume:
800.0 cu.ft.
Req. Vent. ClIg:
0 CFM
Number of Registers:
1
Actual Writer Vent.:
4 CFM
Runout Air:
110 CFM
Percent of Supply.:
3 %
Runout Duct Size:
6 in.
Actual Summer Vent.:
4 CFM
Runout Air Velocity:
562 ft./min.
Percent of Supply:
3 %
Runout Air Velocity:
562 ft./min.
Actual Winter Infil.:
9 CFM
Actual Loss:
0.202 in.wg./I
00 ft.
Actual Summer Infil.:
5 CFM
Item
Area
-U.�'
Htg Sen.7,
CIg
Lat
Sen
Description
Quan
Value
HTM Loss,
HTW
Gain,'_ -
'I
Gain
N -Wall-1 2E-0sw 1.0 X 8
70
0.068
1.9 133
1.2
0
83
E -Wall-1 2E-0sw 10 X 8
50
0.068
1.9 95
1.2
0
59
S -Wall-12E-Osw 8 X 8
43
0.068
1.9 82
1.2
0
51
S -Door-1 1 D 3 X 7
21
0.390
10.9 229
10.1
0
213
N -Gls-I D-cv-o shgc-0.3 I 00%S
10
0.350
9.8 98
11.6
0
116
E -Gls-I D-cv-o shgc-0.3 O%S (3)
30
0.350
9.8 294
34.1
0
1,023
UP-Ceil-1 6C-30 10 X 10
100
0.032
0.9 90
1.3
0
128
Floor-20P-21 10 X 10
..... .... . ... . ...................
100
0.047
1.3 132
0.5
0
47
,Subtotals for Structure:
1,153
0
1,720
Infil.: Wn.: 9.5, Sum.: 5.1
224
1.304 292
0.375
211
84
Ductwork:
779
. .........
622
... . .. ....
Room Totals:
2,224
211
2,426
ide
Rh'vac,11eg' qripl'
:,,,,�Iiteftftwaire lopment,
-Deve lnc�
Hump rey
1,�Port.6'Edhtl
'M r-
8c Mii. GfiphAMO"
u- itL:FL 349
C
Paige'l 0
[Detailed- Room L6a'd�R6offi2 'Kit6hein (A v-e'rage Load Procedure)'.
I.General
Calculation Mode:
Htg. & c1g.
Occurrences:
Room Length:
10.1 ft.
System Number:
Room Width:
10.0 ft.
Zone Number:
Area:
101.0 sq.ft.
Supply Air:
97
CFM
Ceiling Height:
8.0 ft.
Supply Air Changes:
7.2
AC/hr
Volume:
808.0 cu.ft.
Req. Vent. Clg:
0
CFM
Number of Registers:
I
Actual Winter Vent.:
1
CFM
Runout Air:
97 CFM
Percent of Supply.:
1
%
Runout Duct Size:
6 in.
Actual Summer Vent.:
3
CFM
Runout Air Velocity:
494 ft./min.
Percent of Supply:
3
%
Runout Air Velocity:
494 ft./min.
Actual Winter infil.:
3
CFM
Actual Loss:
0.157 in.wg./l 00 ft.
Actual Summer Infil.:
2
CFM
item
Area
�-U-
Htg,. Sen
-Clg!
tat
Sen
Descript6n
Quantity,
Value'
HTM', LOSS
HTW -
-Gain
Gain
N -Wall-1 2E-0sw 10.1 x 8
72.6
0.068
1.9 138
1.2
0
86
N -GIs-1 D-cv-o shgc-0.3 1 00%S
8.2
0.350
9.8 81
11.5
0
95
U P-Ceil-I 6C-30 10.1 X 10
101
0.032
0.9 90
1.3
0
129
Floor-20P-21 10 X 10.1
101
0.047
1.3 133
. ......... ....................... I .... ..... .
0.5
0
47
Subtotals for Structure:
442
0
357
Infil.: Wn.: 3.4, Sum.: 1.8
81
1.300 105
0.371
76
30
Ductwork:
295
547
-1.,-200-
Room Totals:
v
842
76
2,134
hVac:� Regioenpal;�'P&Lht Cdirnmerciat HVAC LoAft�`
UMP
-��&gaint
Elfte SoftwareDevelopment, Inc.'
Mr._ 8j Mrs-. G'n'g'emird6
Lu-6ie,-_
P
_FL
��etailed- Rwmlopd�'�- Rodin! 3 Bath- 2,'.(Averag,�: L6ad ProCebdure)
I General
Calculation Mode:
Htg. & cig.
Occurrences:
Room Length:
10.0 ft.
System Number:
1
Room Wdth:
5.5 ft.
Zone Number:
1
Area:
55.0 sq.ft.
Supply Air:
10
CFM
Ceiling Height:
8.0 ft.
Supply Air Changes:
1.4
AC/hr
Volume:
440.0 cu.ft.
Req. Vent. Clg:
0
CFM
Number of Registers:
I
Actual Winter Vent.:
1
CFM
Runout Air:
10 CFM
Percent of Supply.:
7
%
Runout Duct Size:
4 in.
Actual Summer Vent
0
CFM
Runout Air Velocity:
115 ft./min.
Percent of Supply:
3
%
Runout Air VelocitT.
115 ft./min.
Actual Winter Infil.:
2
CFM
Actual Loss:
0.016 in.wg./I 00 ft.
Actual Summer Infil.:
I
CFM
lt6rn
Area- -U-
Htg Sen,2
C14'��
Lat,�
Sen
Description.
Quantity., Value�
--,HTM,, Q
'�",HTM-;
Gain;-'
Gain,'
N -Wal 1-1 2E-0sw 5.5 X 8
44 0.068
1.9 84
1.2
0
52
U P-Ceil-1 6C-30 10 X 5.5
55 0.032
0.9 49
1.3
0
70
Floor-20P-21 5.5 X 10
......... .. ... ... ...
........... 55 0.047
1.3 72
. ..........
0.5
0
26
Subtotals for Structure:
205
0
148
Infil.: Win.: 1.9, Sum.: 1.0
44
1.295 57
0.364
42
16
Ductwork:
.. . .. .......... ....... 141
57
Room Totals:
403
42
221
hVac'--- Regidential &U eicidl HVAC L bads'.
qiit cbrnfil
�"Efite Software Developirnent Inc
K Hurn
On. P TY
jr. �,Mrs: Gflgebard�
T 831--"
a6t Lui-le,'F-
M -L" 'd-ftceddre)..
jD6tai1&dRodM16q&-R0c) -4' Bedrod-m- Av&r9ge--.6a
I.Gdneral
Calculation Mode:
Htg. & c1g.
Occurrences:
Room Length:
13.5 ft.
System Number:
Room Width:
10.0 ft.
Zone Number:
Area:
135.0 sq.ft.
Supply Air:
78 CFM
Ceiling Height:
8.0 ft.
Supply Air Changes:
4.4 AC/hr
Volume:
1,080.0 cu.ft.
Req. Vent. Clg:
0 CFM
Number of Registers:
1
Actual Winter Vent.:
3 CFM
Runout Air:
78 CFM
Percent of Supply.:
4 %
Runout Duct Size:
5 in.
Actual Summer Vent.:
3 CFM
Runout Air Velocity:
575 ft./min.
Percent of Supply:
3 %
Runout Air Velocity:
575 ft./min.
Actual Winter Infil.:
8 CFM
Actual Loss:
0.272 in.wg./I
00 ft.
Actual Summer Infil.:
4 CFM
Area,
-U-'.-
Htg Sen
Cig
Lat.
Sen:
IItem
.Description,
Quantity,
Value
HTM Loss,�,
�,HTM
Gain
Gain
N -Wall-12E-0sw 13.5 X 8
98
0.068
1.9 187
1.2
0
116
W -Wall-1 2E-0sw 10 X 8
59
0.068
1.9 112
1.2
0
70
W -Door-1 I D 3 X 7
21
0.390
10.9 229
10.1
0
213
N -Gis-I D-cv-o shgc-0.3 1 00%S
10
0.350
9.8 98
11.6
0
116
UP-Ceil-1 6C-30 13.5 X 10
135
0.032
0.9 121
1.3
0
173
Floor-20P-21 10 X 13.5
........ --- - ------------ --------
135
. ........
0.047
...... ......... 1.3 178
0.5
0
63
Subtotals for Structure:
925
0
751
Infil.: Wn.: 8.0, Sum.: 4.3
188
1.303 245
0.372
177
70
-Ductwork:
631
441
People: 200 lattper,.230.se�rqper:
2
400
460
Room Totals:
1,801
577
1,722
-:Rhvac Regidential &Ught Cornhiercial HVAC LoAds,
Prpp hrey -
�.Port
pment"
Elite Software DeVelo Inc
--'Mi. 8i'Mi6s. Gfi ehardo
9
��Stifit Ludie,' FL. 84983
- a�6 13
J"Dbtailed R00171 L66d&'- R60M'5 Bi5dro&h'.I'�A09MO616i�d P�6&edurq)
I General
Calculation Mode:
Htg. & c1g.
Occurrences:
Room Length:
13.3 ft.
System Number:
1
Room Width:
11.6 ft.
Zone Number:
I
Area:
154.0 sq.ft.
Supply Air:
91 CFM
Ceiling Height:
8.0 ft.
Supply Air Changes:
4.4 AC/hr
Volume:
1,234.0 cu.ft.
Req. Vent. Clg:
0 CFM
Number of Registers:
I
Actual Winter Vent.:
4 CFM
Runout Air:
91 CFM
Percent of Supply.:
4 %
Runout Duct Size:
6 in.
Actual Summer Vent.:
3 CFM
Runout Air Velocity:
465 ft./min.
Percent of Supply:
3 %
Runout Air Velocity:
465 ft./min.
Actual Writer Infil.:
10 CFM
Actual Loss:
0.139 in.wg./I 00 ft.
Actual Summer Infil.:
5 CFM
Item
Area
-U-.,
Htg,� Sen
CIg
Lat
Sen
Description
Quantity,�,
Value,!
HTM.
HTM-;�.
Gain
Gain,l
W -Wall-1 2E-0sw 11.6 X 8
92.8
0.068
1.9 177
1.2
0
110
S -Wall-1 2E-0sw 13.3 X 8
76.4
0.068
1.9 145
1.2
0
90
N -Wall-1 2E-0sw 5 X 8
35
0.068
1.9 67
1.2
0
41
S -GIs-1 D-cv-o shgc-0.3 O%S (2)
30
0.350
9.8 294
12.4
0
372
N -GIs-1 D-cv-o shgc-0.3 1 00%S
5
0.350
9.8 49
11.6
0
58
UP-Ceil-16C-30 13.3 X 11.6
154.3
0.032
0.9 138
1.3
0
197
Floor-20P-21 11.6 X 13.3
154.3
0.047
1.3 203
0.5
0 .....
. . ..... 73
Subtotals for Structure:
1,073
0
941
i nfil.: Wn.: 10. 1, Sum.: 5.4
239
1.304 312
0.376
226
90
Ductwork:
747
514
People- 200 lat/per, 230 sen er:
2
----------
400
460
'Room Totals:
2,132
626
2,005
,Rhvac R.edidential & Light Cornrfiercial HVAC Loads
_Kpri Humphre Y
�.Fjoit
Elite Software Develo nt, Inc.
pme
Mr. & Mrs rd
taint Lude, FL, 3498,�
Page 14
Wetailed Roorn 16ad� - R00im 6 - Bath 1 (Average L6a-d Proce-dike)
I General
Calculation Mode:
Htg. & c1g.
Occurrences:
Room Length:
11.6 ft.
System Number:
Room Width:
7.4 ft.
Zone Number:
Area:
86.0 sq.ft.
Supply Air:
15
CFM
Ceiling Height:
8.0 ft.
Supply Air Changes:
1.3
AC/hr
Volume:
687.0 cu.ft.
Req. Vent. CIg:
0
CFM
Number of Registers:
I
Actual Winter Vent.:
1
CFM
RunoutAir:
15 CFM
Percent of Supply.:
7
%
Runout Duct Size:
4 in.
Actual Summer Vent.:
1
CFM
Runout Air Velocity:
170 ft./min.
Percent of Supply:
3
%
Runout Air Velocity:
170 ft./min.
Actual Winter Infil.:
3
CFM
Actual Loss:
0.034 in.wg./I 00 ft.
Actual Summer Infil.:
I
CFM
Item
Area -U-
Htg Sen
c1g.
Lat
Sen
Description
Quantity Value
HTM- Loss
HTM-
Gain
Gain
S -Wall-1 2E-Osw 7.4 X 8
59.2 0.068
1.9 113
1.2
0
70
U P-Ceil-1 6C-30 11.6 X 7.4
85.8 0.032
0.9 77
1.3
0
110
Floor-20P-21 7.4 X 11.6
85.8 0.047
...... .... -- .. .... .. ........
1.3 113
.... ........ .
0.5
0
40
SUbtotals for Structure:
303
0
220
Infil.: Win.: 2.5, Sum.: 1.3
59
1.301 77
0.372
56
22
Ductwork: - ----------- --------------- - - - ----
205
. ... .....
......
83
Room Totals:
585
56
325
Ilhvjac - Redidenthil &Light Commeidial HVAC Load
H N
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Elite Software Development, I nc.
Mi� drij�hard�-�
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aint ucie,_ FL'34683
Page 15
Roomloads-.'. R6on)7'liviho' -AvGi'
rag'e-Load.Pr6C6 dute-)
General
Calculation Mode:
Htg. & c1g.
Occurrences:
1
Room Length:
16.4 ft.
System Number:
1
Room Width:
11.6 ft.
Zone Number:
1
Area:
190.0 sq.ft.
Supply Air:
84 CFM
Ceiling Height:
8.0 ft.
Supply Air Changes:
3.3 AC/hr
Volume:
1,522.0 cu.ft.
Req. Vent. Clg:
0 CFM
Number of Registers:
1
Actual Winter Vent.:
4 CFM
RunoutAir:
84 CFM
Percent of Supply.:
4 %
Runout Duct Size:
5 in.
Actual Summer Vent.:
3 CFM
Runout Air Velocity:
616 ft./min.
Percent of Supply:
3 %
Runout Air Velocity:
616 ft./min.
Actual Winter Infil.:
9 CFM
Actual Loss:
0.312 in.wg./l 00 ft.
Actual Summer Infil.:
5 CFM
Item
Area-.
Htg - Sen..
Clg
- Lat,-
Sen,
II'Description
Quantitj,�:
Value,
HTM,' Loss .
_HTM,
- Gain,
Gain]
E -Wall-12E-Osw 11.6 X 8
80.3
0.068
1.9 153
1.2
0
95
S -Wall-12E-Osw 16.4 X 8
106.2
0.068
1.9 202
1.2
0
126
S -Gls-1 D-cv-o shgc-0.3 O%S (2)
25
0.350
9.8 246
12.4
0
310
E -Gls-1 D-cv-o shgc-0.3 O%S
12.5
0.350
9.8 123
34.1
0
426
UP-Ceil-16C-30 16.4 X 11.6
190.2
0.032
0.9 170
1.3
0
244
Floor-20P-21 11.6 X 16.4
190.2
0.047
1.3 250
0.5
0
89
Subtotals for Structure:
1,144
0
1,290
Infil.: Win.: 9.5, Sum.: 5.1
224
1.304 292
0.375
211
84
,Ductwork:
774
474
Room Totals:
2,210
211
1,848
RftVac -.Re7sidential &Light Commercial HVAC Loads,
Elite Software Development, Inc.
Kdh I um rey
P
[Port
Mr. & Mrs_qwigehaidd
Sainftucie, FL 34983-
P�ge 16.
ystem,I'RoomL6ad'Summary..-�..'�",'P:-..
Htg Min 1�
Run
Run ,
CIg, CIg
Min'
Act
!-Room
Area
Sens -Htg-�!
Duct —
Duct'
--Sens,,. Latl�
CIg,`-
Sys
No Name .
�SF
Btu j CFM j�
Size
Vel'�'
Btuh �,', 1.
Btuh,1'
QFM
CFM,
—Zone I—
I Dining
100
2,224 29
1-6
562
2,426 211
110
110
2 Kitchen
101
842 11
1-6
494
2,134 76
97
97
3 Bath 2
55
403 5
1-4
115
221 42
10
10
4 Bedroom 2
135
1,801 23
1-5
575
1,722 577
78
78
5 Bedroom 1
154
2,132 28
1-6
465
2,005 626
91
91
6 Bath 1
86
585 8
1-4
170
325 56
15
15
7 Livin,
190
2,210 29
1-5
616
----------- - -
1,848 211
84 .......
84
Ventilation
523
280 706
Duct Latent
750
Svstem 1 total
. .......... ..
821
10,719 133
10,961 3,254
486
486
System I Main Trunk Size:
1 OxI 0 in.
Velocity:
700 ft./min
Loss per 100 ft.:
0.111 in.wg
Cooling System Summary
'Cooling
Sentible/Latent
Sensib]6`
Latent-'
Total
F"
Tons
Split.',
Btuh,
Btuh
Btuh
Net Required:
1.18
77%/23%
10,961
3,254
14,215
Recommended:
1.22
75%/25%
10,961
3,654
14,614
Actual:
1.21
76%/24%
11,000
3,500
14,500
I Equipment Data
Heating System
Cooling System
Type:
Electric Resistance
Two Stage A/C
Model:
GRAJS4BDO24KA/GRAGB5BM024KB
GRAJS4BDO24KA
Indoor Model:
GRAGB5BM024KB
Brand:
InterTherm/York
INTERTHERM/YORK
Description:
Central Air and Heat
Efficiency:
0%
Hi: 0 / Lo: 0 SEER
Comment:
COP I
Sound:
Capacity:
12,700 Btuh
Hi: 0 / Lo: 0 Btuh
Sensible Capacity:
n/a
11,000 Btuh
Latent Capacity:
n/a
3,500 Btuh