HomeMy WebLinkAbout11-12254 CITY OF ZEPHYRHILLS
- 5335 - 8TH STREET
' , � (813)780-0020 12254
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
Permit #:12254 Issued: 9/02/2011 Address: 37661 AARALYN RD BLDG 9#90
Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL.
Class of Work: 105-NEW CONST/MULTI 5+ UNIT Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 136,346.40 Total Fees: 10,531.47 Subdivision: EILAND PARK TOWNHOMES
Amount Paid: 10,531.47 Date Paid: 9/02/2011 Parcel Number: 03-26-21-0230-00000-0900
Name: LENNAR HOMES INC Name: LENNAR HOMES INC
Addr: 15550 LIGHTWAVE DRIVE #210 Address: 15550 LIGHTWAVE DR #210
CLEARWATER FL 33760 CLEARWATER FL 33760
Phone: (727)479-1740 Lic: Phone: 7274791700
Work Desc: NEW TOWNHOME BLDG 9 1,392
7. 1 .1 .
MECHANICAL FEE 62.58 SEWER CONNECTION RESIDEN" 2,010.00 WATER CONNECTION RESIDENI 641.00
FIRE IMPACT FEE 273.00 FIRE PLAN REVIEW FEES 43.96 FIRE INSPECTION FEES 13.50
POLICE IMPACT FEE 254.00 PUBLIC SAFETY 5% 26.35 PARK FEES TOWNHOMES 769.56
SCHOOL IMPACT FEE-sfrl100% 1,740.00 SCHOOL IMPACT FEE-sfd 1% 17.40 TRAFFIC IMPACT FEE 99°/a 3,445.20
TRAFFIC IMPACT FEE 1% 34.80 WATER METER RES 3/4" 308.70
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��C� Z,27 �
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site � plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifi 'ons and Must Accompany Application. All work shall be pertormed in accordance
i Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
CONTRACT ATURE PERMIT OFFI
PER IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
. '
Lennar Home LLC- 37661 Aaaralyn Rd Bidg 9#901,392 sq ft
SGl. FEET PRICE
MAIN OR LIVING: 1,392 $ 97.95
OTHER AREA UNDER ROOF: -$ 88.00
OTHER: - $ -
VALUATION $ 136,346.40
FEE SHEET $ 596.00
ADDRESS $ 30.00
DRIVEWAY $ 30.00
BUILDING: $ 667.92
ELECTRICAL: $ 13410
PLUMBING: $ 89.40
MECHANICAL: $ 62.58
SUB-TOTAL $ 954.00
TOTAL S 954.00
SEWER: $ 2,010.00
WATER: $ 641.00
IRRIGATION: $ -
TOTAL: S 2,651.00
WATER METER: $ 308.70 3/4 meter
IRRIGATION METER $ -
FIRE DEPARTMENT FEES
PLANS TOTAL: $ 43.96
INSPECTION TOTAL: $ 13.50
PERMIT TOTAL
TOTAL: S 57.46
PUBLIC SAFETY IMPACT FEES
POLICE $ 254.00
FIRE $ 273.00
5% $ 26.35
TOTAL: S 553.35
SUB-TOTAL $ 4,524.51
PARK IMPACT FEES E 769.56
SIF'S: $ 1,757 40
100.0% $ 1,740.00
1.0% $ 17 40
TOTAL: ; 1,757.40
T I F'S : S 3,480.00
99% $ 3,44520
1 % $ 34.80
TOTAL: $ 10,531.47
�: PA�CO COUNTY, FLORIDA
• Permit No. ' 2 Z� �
Date Permitted R-/��
euilder Name/Owner Name �,._P ��- � T�'1eS L-�-�- Control #
County Parcel No b3-Z�- zl -��o-�� suboiv: a+' �U��
Address/Location 3� ( P � ( ���"r� �4 n � � �� � � / �
Classification/Type of Use � .Q�`(� �' l �1'�`�Q_�
TRANSPORTATION IMPACT FEE . Rate: Sq Ft Unit: �_
Exempt � Yes [� No How Determined
Impact Fee Amount $���C� Zone No. TAZ:
SCH�OL IMPACT FEE -
Account (056) Single-Family Qetached House Amount $ � � � / ' ��
(057) Mobile Home
(058) Other Residentlal
123) Collectian Fee
Exempt [� Yes [� No How Determined
PARKS AND RECR�ATION FEE
Land Account Land Credit Land Total
Recreation Account Recreation Credit Recreatlon Total
Zone TOTAL AMOUNT $ � t� � �
Exempt � Yes � No How Determined
LIBRARY FEE
l.and Account �and Credit Land Total
Facility Account Facility Credit Facllity Total
Exempt � Yes �] No How Determined Total Amount"
RESOURCEFEE ERU
TOTALAMOUNT �
Prepared ey z Checked Sy
NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED OR FINAL INSPECTION
PERFORMED UNTIL THE TOTAL AMOUNTS LISTED HAVE
BEEN PAID AND
RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY
Acknowledgement below does not Imply acceptance of concurrenoe, but slmply recelpt of a copy of this form, placing
the building permll owner on noUce of thls assessmenl and tha conditions of payment for same,
QATE R�CEIVED BY
RECEIPT NO DATE gy
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � Y1(�. y `��
Date Received: � ' �-- ( �
Site: 3� 6 CP /��- � t� !� 1�(,� �' �U
Permit Type: ~��� ��_
Approved w/no comments: � Approved w/the below comments: Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
� ' ,e i ir: 0 9 Z 011
Kalvin Switzer — Plans Examiner Date Contractor owner
(Required wh n comments are present)
Pasco County Parcel: 03-26-21-0230-00000-0900 001 Page 1 of 1
Data Current as Of: Weekly Archive - Saturday, August 06, 2011
Parcel ID 03-26-21-0230-00000-0900 (Card: 001 of 001)
Classification 00 - Vacant Residential
Mailing Address Property Value
LENNAR HOMES INC Ag Land $0
700 NW 107TH AVE STE 400 l.and $8,225
MIAMI FL 33172-3139 Building $0
Phvsical Address - See All 2 addresses (First
Shown) Extra Features $0
37661 AARALYN RD Market Value $8,225
ZEPHYRHILLS FL 33542 Assessed (Non-School Amendment
1 � $8,225
Leaal Descri�tion (First 4 Lines)
See Plat for this Subdivision .p'� Taxable Value $8,225
EILAND PARK TOWNHOMES
PB 60 PG 102
LOT 90
OR 6644 PG 1107
Land Detail (Card: 001 of 001)
Line Use Description Zoning Units Type Price Condition Value
�1 0100 SFR MPUD 1.00 LT $8,224.52 1.00 $8,225
Additional Land Information
Acres 0.02 Tax Area 30ZH FEMA Code � Residential Code EIPKLPI
Building Information (Card: 001 of 001)
Unimproved Parcel 00 - Unimproved
Extra Features (Card: 001 of 001)
Line � Description Year Units Value
No Extra Features
Sales History
Previous Owner N/A
Year Month Book/Page Type �
2005 � 10 6644 / 1107 WD $0
2000 � 12 4513 / 0784 WD $0
1984 04 1326 / 1309 WD $0
http://appraiser.pascogov.com/search/parcel.aspx?sec=03&twn=26&rng=21 &sbb=0230&b... 8/12/2011
u
SQ. FEET PRICE
MAIN OR LIVING: 1,392 $ 97.95
OTHER AREA UNDER ROOF: -$ 88.00
OTHER: - $ -
VALUATION $ 136,346.40
FEE SHEET $ 596.00
ADDRESS $ 30.00
DRIVEWAY $ 30.00
BUILDING: $ 667.92
ELECTRICAL: $ 134.10
PLUMBING: $ 89.40
MECHANICAL: $ 62.58
SUB-TOTAL $ 954.00
RADON: $ 20.88
TOTAL S 974.88
SEWER: $ 2,010.00
WATER: $ 641.00
IRRIGATION: $ -
TOTAL: S 2,651.00
WATER METER: $ 308.70
IRRIGATION METER $ -
FIRE DEPARTMENT FEES
PLANS TOTAL:
INSPECTION TOTAL:
PERMIT TOTAL
TOTAL: S -
PUBLIC SAFETY IMPACT FEES
POLICE $ 254.00
FIRE $ 273.00
5% $ 26.35
TOTAL: S 553.35
SUB-TOTAL $ 4,487.93
PARK IMPACT FEES E 769•56
SIF'S: $ 1,757.40
100.0% $ 1,740.00
1.0% $ 17.40
TOTAL: S 1,757.40
T I F'S : S 3,480.00
99% $ 3,445.20
1 °h $ 34.80
TOTAL: $ 10,494.89
1 &2 Family Dwelling
Plan Review Comments
1. F.F.E. Shall be a minimum of 8" above the road elevation and a engineered site plan.
2. Lots shall be graded to comply with R401.3 of the F.B.C..
3. Compaction test required if 24"" or more of fill dirt is brought in at any one place.
4. Tie in survey required before pouring concrete.
5. Driveways reyuire a R.O.W. use permit.
6. All setbacks shall be met.
7. All property markers shall be uncovered and marked at time of first inspection.
8. All A.D.A. requirements shall be met.
9. No electric, plumbing, mechanical, or framing shall be covered without an inspection and
approval first.
10. All Garages shall comply with section R309.2 of the F.B.C. (Fire Separation).
11. Appliances shall not be installed in a location where subject to mechanical damage unless
protected by approved barriers. M303.4 of the F.B.0
12. Water heaters shall comply with section P607.3 of the .F.B.0
13. Foundation supports forA/C units shall be raised at least 3'" above finished grade. M1308.1
14. Return air in all bedrooms. F.B.C. M1620.4
15. Smoke detectors are to be installed in accordance with R313.1 of the F.B.C.
16. All glazing requirements are to be in accordance with R308.4 of the F.B.C.
l 7. All means of egress are to be in accordance with R311 of the F.B.C.
18. "Green gypsum board"" shall not be used as a backer in showers or tubs. R702.4.2 F.B.C.
19. Combination-type AFCI breakers are required at all locations requiring a AFCI type breaker.
20. Carbon monoxide alarms will be required in new construction that uses fossil-burning heating
or appliances or an attached garage. They shall be installed in accordance with the F.B.C.
21. All plumbing, mechanical, and electrical shall be separate from unit to unit. This includes all
underground plumbing and electric.
22. All 2008 N.E.C. Codes will be enforced.
23. Tamper- Resistant Receptacles in accordance with 406.11 of the 2008 N.E.0
22. In accordance with the Land Development Code, lots shall be sodded before final at least 10
feet around the structure.
F.F.E.-Finished Floor Elevation
F.B.C- Florida Building Code (2007)
R.O.W.-Right Of Way
A.D.A.- Americans with Disabilities Act
N.E.C.- National Electric Code
- v 2 5.
, a��-�so-oo2o City of Zephyrhills Permit Application �� Fax- 13-780-0021
- Building Departrnent i
Date Received Phone Contact for Permittin $� 3 7/ i0 — ���03
Owner's Name � FNNA„ ��ES Owner Phone Number l7� / y 9^,O�QQ
/Ssso L� `�rw.s►vF lYt • �?/o .0 � �� k. �---��
Owner'a Address �Ni9!!�/1, Owner Phone Number
Fee Simple Titleholder Name � Owner Phone Number ��'
.,; .
Fee Simple Titleholder Addreas
JOB ADDRESS 3��.P�.� �, � ZEpHyRN'iLtS , GL 33 :5�lU LOT # � v
SUBDIVISION L IL/9NQ /aR/Q/�. pqRCEL ID# �� '��O 'Zl � Q� 3 �� QQQ — �D�
(OBTAINED FROM PROPERTY TAX NOTiCE)
WORK PROPOSED � WSTALLSTR e REPAIR � SIGN � Q DEMOLISH
PROPOSED USE Q SFR � COMM � OTHER
TYPE OF CONSTRUC710N � BLOCK � FRAME � STEEL Q
DESCRIPTION OF WORK �I/Fw Co�vsr�Pvc r�v�/ ' TD l.�JN�OMl�S
BUILDING SIZE SQ FOOTAGE � HEIGHT i� STO� y
QBUILDING $��, G5o VALUATION OF TOTAL CONSTRUCTION
�
QELECTRICAL $ � u,lO AMP SERVICE � PROGRESS EN£RGY � W. . C.
7'T •
;;
�PLUMBING $ �
�MECHANICAL $ y �,�, s VALUATION OF MECHANICAL INSTALLATION
OGAS Q ROOFING Q SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �l'�S NO
- � - + - ► - ; - 1 --� - a —
BUILDER COMPANY ��NN �M�S
SIGNATURE REGISTERED Y/ N FEE Ct� y/{,�
Address �SS5 �/L ✓f OR �.�/D �LEq/PN.9TE/�� FL.� 7�0 LiC@ns8 # G. � C�s 8�`p f0
ELECTRICIAN COMPANY OMoN.son/ �LE�'T/�/G .,Z�i�G'
SIGNATURE REGiSTERED Y/ N FEECXIF�N Y/N
Address io3y .SK�� oy�p %A y, F� �3(�/ ��� # FC A40 �S!�
PLUn"°cR COMPANY 8M KI Pl.VNJB/1V l!'
SIGNATURE REGISTERED Y/ N FEE CtI�tEN Y/ N
Qf��roc5 V '�2� y , '/��. � � 3 � LICB(15B # e Fc O .2 �So �►
MEC��^"'ICAL COMPANY �AyO,V�T f� vM�B1N� �1E+9TiM¢� � �C�
SIG� '��1'E REGISTERED Y/ N FEE CURREk Y/ N a,
Ac±�ress / NFI� L•�{`?� License# C�QC.�s '
8 � (0 2��� �
�
oTN�� COMPANY C .s'�R���v� t�,�L, � ,Qo�„u� .�vr.
SI G "� � F REGISTERED Y/ N FEE CURREh Y/ N
�"� yztl.SyoA1t�NE8�va SpR�Nb/licc FC34�i ? ucense# CC �
�
RE °�,_ �- ��^ L Attach (2) Plot Plans; (2) sets of Buiiding Plans; (1 j set af Energy Forms; R-O-W Permit for new oonsfruction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stortrtwacer p1a�s „d S�t Fence's�iaied,
Sanitary Facilities 8� 1 dumpster; Site Work Pertnit for subdivisions/large projects
COh"""`' ^r'' � L Attach (3) complete sets of Building Plans plus a L'rfe Safety Page; (1) set of Energy Forms. R-O-W Pertnit for new construcbon,
Minimum ten (10) working days after subrttittal date. Required onsite, Construction Plans, S6orrtwrater Pfans w/ Sit Fenoe ir�ed.
Sanitary FaciliHes & 1 dumpater Site Work Pertnit for all new projects. All commercial requirsme�►ts must rneet o�npi�Ce
St�"' ^ ^^!T Attach (2) sets of Engineered Plans. •
'*"PROPERTY SURVEY required for all NEW construction.
�1 .. , � ,.a_
Dire
F nplic�tion completely
� �o��rector sign back of application, notarized
' ? 5�^, a Notice of Commencement is required. (A!C upgredes over 57500)
"' / �r the contractor) or Power of Attomey (for the owner) would ba someone with notarized fetter from owner autt�oria�g same
OVE" OUN'ER PERMITTING (Front of Application Only)
Rerr � �� ��i�� Sewers Service Upgrades A/C Fences (PlovSurvey/Footage)
' �ys-Nnt over Counter'rf on public roadways..needs ROW
,..,;
NOTiCE OF DEED RESTRICTIt7NS: The undersigned understands that this permit may be subject to "de�ed" ` s"
��may be more restrictive than County regulations The undersigned assumes responsibility for complian� tki any
d�ed restr�ictions.
SED CONTRACTORS AND CONTRACTOR RESPOIVSIBILITIES: If the owner has hired a contractor or
��Ctors ta undertake work, they may be required ta be licensed in accordance with state and local regulations. tf the
t�r is not licensed as required by law, both the owner and contractor may be cited for a misdemeanar violation
ur�er state law. If tFte owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended wo�ic, tttey are a�dvised to contact the Pasco County Building Inspection aivision—Licensing Section at 727-847-
80Q9. Furtheimore, if the owner has hired a contractor or contractors, he is advised to have the c�ntractor(s) sign
po�tiorts of the °contractor B{ock" of this application for which they wil! be responsible. If you, as the owner s�gn as the
contractor, that may be an indication that he is not properiy licensed and is not entitled to permitting privilegqs in Pasco
Cottnty.
TR��NSPoOi�TAT10N IMPACTNTIUTIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned ,, , erstands
that Trar�spartatior� 1rn�act Fees and Recourse Recovery Fees may apply to the construction o# new bu�din '� �e of
use in e�sting buildings, ot' e�q�ansion of e�sting buildings, as specified in Pasco County Ordinance numb �, �-ff�7 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at' thie time of
perrrutting. It is further undetsiood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupanc�' or final power release. If the project does not involve a certificate of occupancy or
frnal power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fces are due, tt►ey mus# be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CANSTRUCTlON LiEN !AW (Chapter 713, Ftorida Statutes, as amended). If vaivatio� of work is $2,500.00 �t� rr�re, I
certify that I, the applicant, have been provided with a copy of the "Fiorida Construc.�ion Lien Law—ti , s
Pro#e�ction Guide° prepared by the Florida Department of Agriculture and Consumer Affafrs. tf the appiicant isF ne
other than the "owner", l certi(y that I have obtained a copy of the above �escribed documen# and pror�tise in c,�o�d {�itfi to
it to the "awme�' prior to c�rrtmencement.
'S/OIAMi€R'S AFFtDA1flT: I certify that all the information in this application is aca.+rate and ` �ork
�� m compliance with aB applicable laws regulating construction, zoning and fand dew°lo�ent. � is
- her "' , made to obtain a permit to do work and installation as indicated. I cerUfy that no wrar�k or in t�as
pricx to issuance of a permit and that all work will be perfarmed to meet starid�ds of aN lavvs rec,�iatin�
:� 'on, County and City codes, zoning regulations, and land developmen# regulations in the jurisd6t�on i a#so
� cer�y that I understand that the regulations of other govemment agenci�es may appty ts3 t!� intendsd work, a��f that it is
° my responsibility to idenbfy what acfions I must take to be in compiiance Such agenaes include t�ut are nat 4�te�ii to:
- De.partmer�t of Environmental Pr�tection-Cypress Bayheads, Wetland Areas and Environmen#�y S�
Lands, WatedWastewater Treatrnent.
- Southwest Florida Water Management District-Wells, Cypress Bayhe�s, We�and �� �
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigab+e Waterways.
- Department af Health & Rehabilitative Services/Environmental Heatth Unit-We!#s, W�stewater��'�#,
Sep#ic Tanks.
- US Envinaxr�entai Protection Agency-Asbestos abatement.
- Federal Aviation Authcxity-Ru�ways,
I undefstand that the fdfowing restrictions apply to the use of fill:
- Use of fill is not atlowed in Flood Zone "V" unless expres�ty perrmtted.
- If the fill material is to be used in Flood Zone "A", it is understood tttat a�rainsge ptarr addr+�g a
"compensating volume" will be submitted at 6me of permitting which 'rs �repared by a pro� ��eer
licensed by the State of Florida. ,.
- If the fill material is to be used in Flood Zone "A" in connection wfth a pe� buiid�g using � wa�
construction, t certify that fill will be used only to fill the area within the stem w�i.
- If fill materia4 is to be used in any area, I certify that use af such fiH w� rrot �
`° � prapertes. If use of fifl is found to adversely affect adjacent properties, t�e o�er may be c�ed
7�
the conditions of the building permit issued under the attached permit �►ppGca�an, €or E�s le:ss �, {1)
acre which are elevated by fill, an engineered drafnage p#an is required.
If l am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the p�g � sei t�t► in
this ai�davit prior to commencing construction. I understand that a separate permi# may be rec�ed finr �a1 wKxk,
" plu�g, signs, wells, pools, air conditioning, gas, or other installations not specifi� �►duded i� t#ie . A
permit issued shall be construed to be a license to proceed with the work and nat as au#t�ority t�o v�ta6e, ca�i, a�, or
set aside any provisions of the technical codes, nor shall issuance of a permit prev�'►t ttie St�utg t�l �
requiring a correction of er�ors in plans, construction or violations of any codes, Every pe�mit issued s� bea�e �
unless the work authorized by such permit is commenced within six months of p�mit i;sst�ance, or €f wo�lc �� �,r
the permit is suspended or abandoned for a period of six (6) months after the Gme #he wor�c i� c:�m�. ,q�e �en►s�
may be requested, in writing, from the Building Official for a penod not to exceed rair►sty (9f?) days ar�d � d�at�;
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is G�id�cl abanc�d.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTlCE OF C 111AY �f Ilf 'M'C)�!R
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU IWTEN� TD OBTANi FN�ANCNMG�, CO�LT'
WITH YOUR LENDER OR AN A EY BEFORE RECORDING YOt1R NOTICE OF
FlOR10A JURAT (F.S 197.�3)
OWNER Oft AGENT CONTRACTOR
Subscribe and swom to (or re me s Subscxibed artd swom to (or
, .� d — bY � ___ - �, 2� l l by To H
Who is/� personally known to m� or ha /have produced Who isl�e personaHy known to rnB or t�we prodex�ed ,�:
as identification. '—°"' —""' <,�
as ide�ca�on '
� . � � � Public —
�ommission rvo. � D g�o�-� Commission ►vo. Zy13 �'.Z,Co r L�
;z �.,
i�' �,�
�" Name ' ota ed, rinted or stamoed _ Name of tVotary typed, pri�tad or stampe�d
i.,
. A' KRISTEN P. JOSEPH
,�' �'&,..,� uu�,,
_*. �= Commission # DD 882627 ,�::*�:°r�,,, KRISTEN P. JOSEPH
�.�P = Expires April 21, 2013 _�. *; Commission # DD 882527
%� nndedT .� Fainlnsorance8a 385-7��y :a o, ExpiresApri121,2013
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� ;ndedi' �Fa�r�lnsurance8o 385-7U1G
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_ 2011125832
Rcpt:1383156 Ree: 10.00
D5: 0.00 IT: 0.00
08/12/11 L. Sagastume, Dpty Clerk
PAULR S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER
08 0R BK �5�� iPG� 3�1
NOTICE OF COMMENCEMENT
Permit No
Property Identification No. 03-26-21-0230-00000-0900
THE iJNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accardance with Section
713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT.
1. Description of property (legal description :) Lot 90 EILAND PARK TOWNHOMES Plat Book 60 Pa e 102
a) Street Address: �tF o/ Aarayln Road Zephvrhills, FL 33542
2 General description of improvements: Sinele Familv Residence / Pool / Screen Enclosure / Fence
3 Owner Information
a) Name and address: Lennar Homes Inc. 15550 Liehtwave Drive Suite 210 Clearwater FL 33760
b) Name and address of fee simple titleholder (if other than owner)
c) Interest in property
4. Contractor Information
a) Name and address: Steve Smith -- 15550 Liehtwave Drive Suite 210 Clearwater FL 33760
b) Telephone No.: _ (727) 479-1733 Fax No. (Opt.)
5. Surety Information
a) Name and address: N/ A
b) Amount of Bond: N/ A
c) Telephone No • Fax No. (Opt.)
6. Lender
a) Name and address: N/ A
Phone No.
7 Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served:
a) Name and address: Steve Smith -- 15550 Liehtwave Drive Suite 210 Clearwater FL 33760
b) Telephone No.: _�727) 479-1733 Fax No. (Opt.)
8. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.13(1) (b), Florida Statutes:
a) Name and address: N/ A
b) Telephone No.: Fax No. (Opt.)
9 Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is
Specified)•
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORIDA � --9�
COUNTY OF PASCO
Signature of Owner or Owner's Authorized OfficedDirector/Partner/Manager
Steve Smith
Print Name
The foregoing instrument was acknowledged before me this 20`�' day of _ Julv , 2011 , by
Steve Smith as Director of Construction (type of authority, e.g. officer, trustee, attorney
in fact) for (name of pariy on behalf of whom instrument was executed).
Pcrsonally Known X OR Praduc�d Id�r,tif;catio;� Notary �igr.ature � ^, �, �
�
Type of Identification Produced Name (print) Kristen Joseph
Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that
the facts stated in it are true to the best of my knowledge and belief.
� �-�--%�
FORMS/NOC,rvsd2007 ,'ti�Y •���'''•., KRISTEN P. JOSEPH S�gnature of Natural Person S�gmng Above
:�' � Commission # DD 882627
; �,r Expires April 21, 2013
'�pg� ;�''� ea�aeam�urroy�namrs�oeeao,�es�o�a
_ - . � � , �. . � �
' I . y .. 7"�`_ + q , 1 , � F ' l}-- ' - _
� � t � J '
�, �1. � �1' Y� ,.} - l .
. � -
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Print �otm
CITY OF ZEPHYRHILLS
UTILTTIES WORK ORDER �
WATER ACCOUNT NO.: DATE:
OWNER/RENTER/BUSINESS: LENNAR HOMES LLC CONTACT PERSON: JOHN LIVELY
MAILING ADDRESS: 15550 LIGHTWAVE DR #210 PHONE NUMBER:
CLEARWATER FL 33760 EMAIL ADDRESS:
SERVICE ADDRESS: 37661 AARALYN RD BLDG 9#90
SHUT OFF SERVICE ❑X ❑X WATER
TURN ON SERVICE ❑ ❑ SEWER
INSTALL METER X❑ ❑ GARBAGE
READ MEfER ❑ �X IN CITY
CHECK MEfER ❑ ❑ OUT CITY
OTHER ❑
DESCRIBE OTHER: 3/4 WATER METER PERMIT #12254
1 NUMBER OF UNITS
DEPOSIT AMOUNT
AMOUNT LAST BILL
DATE
MISC. CHARGE
MEfER: FULL
I IRRIGATION I
WORK COMPLETED BY & DATE ORDER TAKEN BY: JACKIE BOGES
COMPLETED
ORDER GIVEN BY:
Revised 9/2010
FORM 110QA-0�
F�:tJRtDA ENERGY EFFICaENCY CODE FOR BUILCIINC CONSTRU�TION
_ Florida_ Department of Community Affairs Residentia! Performanee Method A ___
, _ . _ , . , ..;�:�.= - . .,..:,..;.:.. . ..�.: . .._� .�
Pro}ect Name: 1370 57 CROIX FROIJT Builder Name: LENNAR HOMES
Street: �j''�(lrLP� �CLY (LI�(Yj jQ� PermitOffice: c,(T`I �� 7�rlyf2t-h�LS
City, State zip. �,Ep.�fy��i�� �� � permit Number: � 2 ZS'�'
Owner: CEIVNAR HOMES Jurisdiction:
De'si gn Location; FL, Tam pa � 1 i ��
'i. New construction or existing New (From Plans) 9. Wall Types {1636.8 sqEC.) Insulation Area
2. Single family or multiple family Multi-fiamily a,, Goncrete Block - Int Insul, Common R=4.1 927.33 ft
6. Concrete Block - int Insui,'Exterior R=4.1 909.50 ft=
3. Number ot units, if muttiple family 9 c. N/A R= �t�
�. Number of Bedrooms 3 d. N/A ft= ft
5. is this a worst case? Yes 70. Ceiling Types (691_0 sgft.} J�1sulation Area
6. Conditioned floor area {ftzj �{g71 a. Undet Attic (Vented) R=30,0 691.00 ft'
b. N/A R= ft
7. Windows{178,2 sqft.) flesctiptlon Area c. N/A R= f1
a. U-Factor: Dbl, U=Q.52 178.21 ft=
SHGC: u''NGC=0.30 ��� d'-'��
b. U-Factor: N!A g= a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 275 ft=
SHGC: 12. Cooling systems
c. U-Factor. N./A ft' a. Centraf Unit Cap: 23.6 kBiti/h�
SH.GC•
SEE'ft: 1'S
d. U-Factor: NIA ft 13. Fieating. systems
SHGC: a. Electric Heat Pump Cap: 22.4 kBtu/hr
e. U-Faclor. N!A ftZ HSPF:9
SHGC:
14. hfot watet systems
8. FloorTypes {1371.Q sqR} J.nsulation Area a. Elecfrio Cap: 40 gaflons�
a. 51ab-On-Gr�de Edge Insulation R=OA '1371 00 ft� �F: 0.92
b. N/A �_ � b. Consetvation features
c. N/A R= �' None
15. Credits Pstat
Glass/FloarArea: 0.130 T�t�l A.s-Built Modifled Laads: 28.29
Total B�seline Laads: 34.06 PA�S
I hereby certif� that the plans and specifications covered by Review of the pians and ��'LKE �7'�q�,�
this calculatian are in compliance with the Florida Energy specifcations covered by this ��,� . _� p� �
Code. ealculat'is�n indicates compliance ��.,, �''r - � ;',;a� .�
with the ��orida �nergy �ode. � m,7, ��-: �� ���:��• °��;, `
:.._.
.;,< ..,. ,;,
. �
PREPARED BY: __.. ... Before constructioh is completed �._ •
DATE: --- .--.- ` thi� btiilding will be inspected for � �;•' y
----- -------- ---. compliance with $eetian 553.9Q8 ,. �_'� �
!.Mer�by cert3fy tha� th{s buitding, as desig ., is .in compliance ��orida Sfatutes. ��
with the Florida Energy Code. p �.�gv
OWNER/AGENT: _ _ _.__.. Bl1tLD1N�G O�'FICIAL: —
DATE: __ DATE:
All� --Q- .
- Compliar�c� requires certifi� .tiori by #lie-air handler u�it man�factyrer that the air'tian I",r,enclosut�e
qualifies as certifi.ed factory-sealed in accordance w�#h N1114:A:3.
5/27l2U11 B:�FF AM ,�nergyG�ugeGsl US/� = FlaRes2008 p�gB �[ �� �
, FORM • 9100A-Q$
F'�.+DRIDA �IVEF7Glf E��'�C�ENCY ��UE� FOR BU�LC�ING Gt�NSTi�.UCTIQN
-_ _-- - Florida of CommunityAffafrs Resid:ential P�er�orman�e Metfiod Q .._
_... . .,��__ - - -_._... _ - ..- .. . _ . _ .
Project Name' 1370 ST GFtC�IX FRONT Builde� Name: LENNi4R HOMES
5tr�et: Permit Office: C,{ - (y G� �� tI�I�J FHI���'
City,State,Zip: '7EpNyi2�y�� ������ PermitNurrtiber:
Owner: , LEhIiVAR HOMES Jurisdiction:
Design Lbcation:. FL, Tampa
1, New consiruction orexisting IVew (Froryi Plans) 9. Wall Types {1836.8 sqf[.} Insuf�fion Area
.2. Single family or multiple farnily MufG�apiii� a, Concrete Block - Cnt Insul, Common R=4.1 9��.33 ftZ
b. Concrete Blocic -1nt fnsul, Ekterior R=4,1 909.50 ftz
3. Number of units, if multi�le farriify � c. N(A R= �t
�. t+ium6et of Bedrooms 3 d N%FR I�= ft
�. ls this a worst r�ase? Yes 10. Ceiling Types (691.0 sqff,j lnsutation Area
�. Conditioned fioor area {ftz) 1371 a. Under Attic (Vented) F�=30;0 691.U0 ft�
b. N/A R= ft
7. Wincfovis(178.2 sq(t.� Description Area c. N/A R.: ftY
a. U�Fectar: Dbl U=Q.52 '�78.21 1t�
SIiGC: $HGC=0.30 `!1. eucts
b. U=Factor. N!A �x x: Sup: Attic Re�: AkYia AH: trttetior Sap, R= B, �75 ft�
SHGC: 12. Cooling systems
a. U-Factor. N/A fit? a. Ce�tral Unit Cap; 23.6 kBtuihr
3HGC.
SEER: 1�
d. U-Factor: � N!A � 13. Heating systems
SHGC: a. E#e.ctric Heat Pump Gap; 22.4 {cBtul�tr
e. U-Factor. N7�4 ft2 �$��. �
SkiGC:
94. Hoi water sysfems
8. Fioor Type� {1371.(3" 'sqft.} lnsi�lation �ea a. Efectric Cap: 40 gaflons�
a. 5lat�-On-Grade �dge Insulatipn R=0.0 137i.00 ft� EF: 0:92
� ��� R � b. Cb�servaifion :featares
c. �N/A �- �' �one ,
� 5. �redits. Ps��i
CtasslFloor Area:. .0�.130
Tptal A.S-6uitt Modifrad Laa�is: 2,8.,29 ,����
�;ota1 Baseline L�atls: 34.nG
I lier�by eetfif�`th�t tH� plaris-and specifications ��vered.by F�evi�w of tf�e pJai�s and : , �T��'�7",��: '" �
this calcul�tion' ar.e. in .compliance witN 4he F�oiida Energy specifcation��coVered by tiiis �� v� . = �p �
Code. ;calculation ir:rdieates cc�mpliance ���,,, ''� s s; ;;�� '�.i+
,, �,:._;;.•�., �,, ,f.
' rvith fhe F1onda Energy Code. � r��,,, >>,, ; � : ;Y,•;,, °„� O
.
PREPARED Bl�:: '� ' ' • __.. B�fore construction is coriipfefed � �*- `�
, _ _ �.
[7ATE: . _._....._._ . __. — --- • .--_-: � . tfiis.bUildirig rvill be inspected for � � �:;`�� � . �,
eoR�pJiar�re witti Section 553.9Q8 � ' '� � �
* ..
1.hereby c�rtit,y-tf�at th{s bditding, as d��i is in Cpmpliance Ftorida Statu#�s, � �
Vvjtl� the FlOricta ��ergy Cocl�. � p :�g�
. WE'.
QINNER/AGENT: _ _ ._.__.. ���111�C}ING OFFICIAL: � .
DATE: T_ . :DA7"E: ���,._ .
-� Coriipli�ijc�.reguires �ertificati , ri bjj the.�ir F�a�dt�r unit mat�t�:f�, fha� tli�..ai� fiandfeT er�c�rrsure
q�al.ifi.'e„$ as certif.ed f�ctory-sealed ini accordanc� wi#li. N1:110.A.3.
S/2Tl2011 8:�6 AM Energ�XGauge4�1 US¢-u FlaRes200$ p�g ��f �
� PROJECT
Titfe: 1370 ST CROIX FRONT Bedrooms: 3 Adres§ Type: Sfreet Adclress
Building T FL,AsBuik Conditioned-Area: 1311 �_ Lot # - :
' � �Owner: °""' LENNAR HOMES Total Stori�s °" ° 2 ""`"' _ B1ock/SubDivision: -=��_---'�°
# of Units' 1 Worst Case: Yes PlatBook:
Builde� Name: LENNAR HOMES Rvtate Angie: 135 Street:
Permit O�ce: Cross Ven#ilation: No County� PASGO
Jurisdiction: Whofe Nouse Fan: No City, State, Zip: ,
Family Type: Multi-family FL ,
New/Existing: New (From Plans)
Cominent: '
CLIMATE
/ IECG Design Temp Mt Des'igrt Temp Heating Design Da'ifyTemp
�� Design Location 7MY Site Zone 97.5 °,6 2.5 % Winter Sumrraer Degree Days Mb(sture RBnge
FL, Tampa FR TAhhPA INTERNATI 2 39 91 75 70 645.5 54 Medium
��ooRs
_# Ffoor Type Perimeter R-Va�u� Area _ Til�_ �NOad Garpet
1 513b-On-Grade Edge lnsulatio 53:5 ft 0 9371 ft� 0,2 4 U.8
ROOF
/ Roof Gable Roof Solar Deck
�� # Type Materiafs Area Area Color Absor. Tested Irtsul. Pitch
1 hiip Composition shingles 748 ft= 0�z Medium 0•85 (Y 0 22.6 deg
A7'�{C
V # jype Ventilatiorr Vent Ratio {1 in) Area RB$. IRCC
i Full attic Vertled 3U0 691 ft N N
CEILING
# Ceilitig Type R-1/a ,4rea Framin;g F rac Tr uss "fype
1 'UnderAttic (Ve�ied) 30 691 ff° 0.11 Wood
�IVALLS
Cavity Sheathing Framing Solar
# Omt Adjacent To Wall Type R llafue Area R- Frac tiort Atisor.
1 N=>SE Exterior Concrete Block - Int lnsul d. i 371.1666 Q 0 0,5
2 E=>S1N Ezteripr Concrete BloCk - InC fnsul 4.1 538,333� 0 0.5
3 S=>NW Neighbor Concr�te 81ock - Int Insul 4.1 378,4444 Q 0 0:01
4 W=>NE Neighbor Concrete Blodc -!nt Insul 4.1 548.888� 0 U.U1
5127/20f 18:48 AM �nergyGauge� USk- F(aRes2408 Page z ef'S
� DOORS
# Omt Door Ty Storins U-Value Area
—___ 9 E=>SW Insulated —___ None 0.4 2Oft=
..»...- ...._:�c._..._ ....�.�.
WINDOWS
Orientation shown is the entered orientafion => chan ed .to Worst Case.
/ Ovethang
V # Ornt _ Frame Panes NFRC U-F actor SNGC Storms Area �e�tn Saparation IntShade Screening
i N=>SE Metal Low-E Double Yes 0.52 0.3 N 30.5 ft 1 ft 4 in 0 ft 10 in HERS 20b6 None.
2 N=>SE Metat Low-E Double Yes 0.52 0.3 tJ 9.1875 ft' 1 ff 4 iri 10 ft 4 in HERS 2008 Norie
3 E=>SW Metal Law-E Double Yes 0.52 0,3 N 45.7b ft' 9 ft 0 in 0 ft 10 in HERS 2d06 None
4 N=>SE Metal Low-E I��ub{e Yss 0.52 Q3 N 30.92361 1 ft 4 in 1 Q ft 4 in HERS 2006 Nbne
5 E=ySW Metal Low-E dbuble Yes 0.52 0.3 N 61.84722 1 ft 0 in 10 ft 4 in HERS 2006 None
INFILTRATiQN & VENTING
/ — Fqrced Ventilatiort -- Run Time Fari
�f Method SLA GFM 50 ACH 50 EtA EqLA Supply CFM Exhausl CFM Fract'ion Watts
Default O.d0036 1295 7.08 71 1 1337 Q'cfm 0 cfm 0 0
C40LIN� $YSTEM
# System Type S ubtype Efficiency Capaciiy fUr Flqw SHR Ducts
' 1 Central Unit ' Split ' SEER: 15 23.6 kBtuthr 70$ cfm 0.75 sys#1
HEATING SYSTEM
# S�i�tern Type ___ _ S ubtype _Efficiency Capacity Ducts ,_
1 Electric Heat Purr►p None HSPF: 9 22.4 kBtu/hr sys#1
H�T WATER SYST�M
# _ System Type ___ EF Cap Use Set ConServafion
1 E�ectric 0.92 40 gal 60 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC .CoII�Ctbr Sforage
Cert # Company Name System MPdel # Collector Model # Atea Vqlume F��
No�e i�lone ----- --- --------- -- ft � --- -
DUCTS
/ — SuppTy -- -- Return — Air Percent
V # Location R Value Area Locatian Area Leakage 7'ype Handler CFtV125 Leakage QN RLF
1 Attic $ 275 ft Attic 16 ftz DeFault Leakage lnteriot (Default) (Default} °�
5127I28i 1 8:46 l+M EnergyGauge� I�SA - FliRgs ,2,008 Page 3 ot 5
" 7EMPERATURES
Prog�amabte Thermostat; Y Ceiting Fans:
- Cooliri . Xj,Jan {X� Feb X M.ar -- X A t Ma �_=- X] Jun X Jul [X Au [k Se Ocf- - [X] Nov Dec
'� � 1-leating f X] Jan [X] Feb f� M�'r` EX�'Apr `°' f� May`�`� f X] Jun �X� Juf [� Aug [� Sep �� Oct �' [X] Nov -�'f � Dec
Venting [X] Jan [X] Feb jX Mar [x Apr [X May [X] Jun X Jui [X Aug [X Sep X Oci [X) Nov [X Dec
Thermosfat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 tZ.
Cooling {WDj -- AM --- 78 78 -- 78 — 78 ----- 78 78 78 78 8Q 80 80 80 �
PM 80 86 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 �8 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 �8 78 78 78 76 78
Heating (tND) AM 66 66 66 66 66 68 68 ¢8 68 68 68 68
PM 68 68 68 68 6$ 88 68 6$ 5$ 68 66 66
Heating (WEHj AM 66 66 66 66 6fi 68 6$ fi$ 6$ 68 68 68
PM 68 68 $8 6& 6$ 68 �8 68 68 fi8 66 66
51?7/2041 8:48 AM Ener�y��u�e�al USA - FIaF�es2Q08 �'age 4 of 5
FORM 110�A-08
Code Co�pliance Checklisfi
Residential. .. ole -�B.�ilding Performance Method �- Defails �:
--- --
ADDRESS: P.ERMiT #:
, FL,
iN�ILTRATION REDUCTION COMPLfANCE CHECKLIST -
COMPONENTS __� SECTION RE QUIREMENT S FOR E ACH PRACTICE _. __ _ ! CHE CK
Exteri�r Windows & Doors ; N1 106.AB.1.1 � M aximum - _3 cfm/sq.ft. wi ndovi+ ar e2; .5 cfm/sq.ft. door area.
Ezt�rior & Adjacent Wails N1106.A6.1.2 Caulk, gask8t, Weathetstrip or seal beiween: windows/doors &
; #rames, surr�unding wal{; foundatio� & wa11 sole or sill plate; joints
between exterior Wall panels af oome.rs; utifity penetrations;
between wall panels � top�bottom pfate�; between walls and floor.
�XCERTIOfV: Frame walls where a continuous infiltratian barrier is
installed that exter�ds from, and is sealed..to, `the foundation to the �
____ _ � top pl ate.
Floocs � N1106.A8.1.2 PenetrationsJop�nings � 1/8" sealed unless Liacked by.truss ar
joir�t member-s.
. EXCEPTION: �rarne floors where a Gontinuous infiltratian barrier '•
_._ ___. _ ___, is irtstalled that is sealed to� the perimefer, penetrations and searims.
Ceilings N11 Q6.A6.1.2 Between walfs � ceifings; penetc�tions of csiling plane to top floor;
around shafts, chases, soffts, �himneys, cabinets sealed to
continuous air barrier; gaps in gyp board 8� top plate; attic access. �
EXCEPTION: Frame ceilings where a continuous infiltration barrier
is installed tha# is sealed .at the perimeter; at perietrations and
__. , , seams.
Ree�ssed Lighting Fixture.s N.9106.AB.1.2 Type iC rated v+ritft no penetra�ions, sealed; or Tjrpe IC ar rion-IC
� rated, �installed inside a sealed box with 1/2" clearaRCe & 3" from �
^ I insulation; or Type IC with < 2.0 cfm from cortditioned space, i
I tested. � �
Multi stor� Houses __,._ Ni 106.AB.1:2 � Air barrier on periineter of flooc cavity between floors, . �
Additionaf Infiltration reqts � N 1106_AB.1.3 Exhaust fans vented to outdoors damper.s; combusfion space
hea#ers comply witfi NFPA, h�ve combustion air:.
qTN�[2 PRESCRIPTIVE MEAS,,URES (must be met or exce�ded by a11 r�sidenc�s.�
C�MPt)N�N7'S _ � SEGTION __ : REQUIREMENTS ` CHECK
Water He�ters � N'I 112A6.3 ' Comply with effi�iency requitements in. Table N1112.ABC.3 �
' Switch or dearly marked circuit breaker �eleetric) or cutoff (gas) �
.A_ ` must be pravided. Extemal or buiit-in fieat trap° requi�ed. f
Swiinming f'oots 8� Spas �(V1112,AB.2.3 � Spas � h�ated pools mus#fiave covers (except solar heatetl). �
1
Non-commercial pools must have a pump timer� Gas spa & paol �
. heatets must have a minirnum thermal efficiency of 78%.
___ Heat putnp pool heaters shall have s mir�imum COP of 4.0.
Shower heatis ' N1112.,462:4 Water �low musf ba restricfed to no more than 2.5 gallons per
- ---. ; - - ---- � miqute �t 80 PSIG.
kir Distribution $ystems N't 110.AB All duets, fittings, me.chanical equipmen# �nd plenum chambers
shall be rnechanic,ally attached, sealed, i�sulated arld installed in
accordance with the criteria of Sectipn N11'lO.AB.
—.�-�..__ _ ._ _ _ .___._ Ducts in anCOnditioned attics_ _R-6 min. insuiation. '
HVAC �ontrals T N1107.A82 Separate readily accessibie manuaL or automatic thermastat for ' I
._. .,. ,. .,.. _ --..... . eac� svsiem. ;
Insulation N1104.AB.i * Ceilings-Min. R-19. Commori walls-f[aine�R-11 or CBS R-3 both T
; f�1102.B,1.1 sides. Common ceiling & floors R-11. ;
u127l2011 8:48 AM E�ergyGauge� USq • FlaRes2006 Paye 5 of 5
EI�ERGY PER.FORII�I�NCE LEVEL �EPL)
...�_�.... __:� D I S R LA'Y CA R D=- -_��._.. - w. �.-.
E�TIMATED ENERGY PERFORMANCE INDEX* = 83
The lower the EnergyPerformance Index, tF►e more efficient the hame.
' ' ��'
1. New construction or existing New (From Plans}_ 9. Wall Types I�sula6on Area
2. Single family or multiple famil}r Muiti-famity a. Concrete Block - int Insul, Common R=4.1 92J.33 ft�
b. Concrete 8fock - knt insul, Exterior R=4.1 949.50 ft
3, Number of `units, if multiple famify 1 ���A R= ft=
4. N,umber of Bedroams 3 d. N/A R= ft
5. Is tfiis a worst case? Yes 1Q. Ceiling Types Insulatior� Area
6. Cor�ditioneii floor area (ftZ} 1371 a. Under Attic (Ventedj R=30.4 691 00 ft'
b. N/A R= ftz
7 WiriSlows*' Descripfion Area ���A R {{_
a. U-Factor: Qbl, U=0.52 178.21 ft
SHGC: SHGC=0.3Q 11. Ducts
b. U-Factar: N/A R= a, Sup: Attic Ret: Attic Ahl: interior Sup. R= 6, 275 ft
SHGC: 12. Cooting systems
c. U>Factar. N/A ft' a. Central Unit Cap: 23.8 kBtu/F�r
6HGC' - _ , � SEER:15 _
d, U-Factor: NLA ft' 13. Heating systems
SHGC: a. Electric Heat Pump Gap. 22.�4 kBtWhr
e. U-Factor. M/A ft HSPF:9
SHGC:
14 fiak urater systems
8, Floor Types lnsulation Area a. Elsctric Cap: 40 galforts
a. Sfak�-OrnGrade �dge Insulation R=0.0 1371 00 ft EF: �.92
b. N/A R= ft2 b. Conservation features
c. N/A R= nZ Noi�e.
15. Gre�lfts Pstat
I certify �hat fhis home has campli�d with the Florida.Energy�.Ef�iciency Code fQ� Buifding o 4�i�E $rq j.�
Construction through the above energy saving features rtihich wilf be installed (or exceeded) �, _ o
in this hom� befare final inspection. ', a new �PL Display Card will be completed ��3';,,,`�� �� ��;.� �+
based on installed Cade conip ' �����»= ''�•- �����"'�''�°��,� f �
�
cu •'�i� G
Builder Signature: __ T D.ate: T 2J � �; A
� �e .
Ad�lress of New Home; �j� „� __ `��� �� ` �, v1 � � City/FL Zip: �1 ; � 3�'�.Ic . �� �. :Y v��
=�� on iy�,�
*Note: Th� horrte's estimated �netgy Perfo.rr�iahce_ Indez is only available tlirough the EnergyGauge USA -
F1aRes2008 computer program°: This is not a B�ilding Energy Rating.. !f your Index is below 100, your tiorrie
ma� qualify for incentives if you obtain a Florida Ene.rgy Gauge Rati�g. Contact the Energy Gauge Hotline at
{321.j 638-1492 or see th.e Ener�y:Gauge web site �at energygauge.com �o� information and a lis� of cerfified
Raters. For information �bout Florida's Energy Effciency Code for Building Cortstruction, contart the
"*Label tequired by Section 13-�04.4.5 of rthe Fforida Bui�ding Code Bullding, or Seciion Bz.1.1 ofAppendix G.
of the Florida Building Code, Residentiai, 'rf not DEFAULT.
EnergSr,Ga�tge� USA - FlaRes2f?08
Load Short Form Job: 1370 ST CROIX FRONT
"�" WC19�'1t50� bate: 3f15/11
Entire House $y� �P
.._:_- ---, - _�,e - r.- ._- .._.�- ..:�.w
• �. . : , � � ..
�or. LENHAF2
� •' r � � "
Htg Clg Infiltration
Outside db (°F) 29 92 Methad Simpl��ed
Insid� db (°F) 70 75 Construction quality Average
Design TD (°F) 41 17 Fireplaces 0
Daily range - L
Inside humidity (%j 95 50
Moisture difference (gr/Ib} 87 52
HEATING EQUEPMENT CC�OLING EQUIPMEI�T
Make LENNOX Make: LENNOX
Trade MERIT Trade � MER�T
Model 14HPX-024 Cond 14HPX-024
ARl ref no. 1275798 Cail GBX27UH-024
ARI ref no. 1275798
�fficiency Q HSP� Efficiency 0 SEER
Heating input Sensible cooling 0 Btuh
Heating output 0.Sfcih a� 47°F Latent cooling 0�fuh
Temperature rise 0°F Total cooling 0�tuh
Rctual air flow 800 cfm Actual air flow 800 cfm
i4ir fl�w factor 0.049 cfm/Btuh Air flow factor O.US6 cfrr�JBtuh
Sfatic pressure 0 in H20 Static pressute 0 in H20
5pace thermastat Load sensible heat ratio t3.79
ROOM NAME Area 'Htg'laad Clg load Htg AVF Clg AVF
(ftz} (Btuh) �Btuh) (cfm) (cfmj
BEDROOM 3 161 2946 2330 146 1�1
IiAAST�R VV.I.C. 36 618 282 30 16
MASTER SUITE 164 '1911 2$50 94 !S6
MASTER BATH 48 71 95 4 5
HALL BATFi 5� 81 109 4 fi
HALL+STAIRS 82 121 629 6 35
BEDRO�M 2 134 9�415 �Q45 70 59
DINING ROOM 168 4163 2542 206 143
LIVlNGROOM/FOYER 321 3493 2543 173 i43
HALF BATH 88 4 0 0 0
KITCHEN 714 9361 1680 67 95
8o1d/'rta7lc values have 6een manerally ovetiidden'
Printouf certified 6y ACCA to i �iieef at requirements o Ma►ival J$t E
.� -�- wrigh�o.ft� Right-S�uite� Univeisa17.1:19 RS1�05714 261 i-May 2T 08:20:58
}�� ... AC EsUmattnglCOADS\IENNAF3 2011 LOADSIt 370 ST CROIX FRONT_r�p GaIC = M38 Orienfation = S Page 1
Entir� Hause 1379 16178 142fl5 800 80�1
(Jther equip laads 1711 726
Equip. @ 0.97 RSM : _: 14543
� La#e.nt cooling `- - - 395U - . � -
- .-:.�..�x,.... �:�:... .
_...�:::;�.:.. .,._... _
TOTALS 1371 17889 18493 800 800
edlmitallE valaes fiave been. r►ierivally.ovecrtdden
��intout ceitified by ACCq ta meet all requ�r�rtimenEs of Manual J 8th E�1,
.� -�- wr��htsoflE-.. Ri�hF-Suite�+?Urtiv�rsal7.i.19RSU057.14 ?D19-Mag-2708:20:58
�(�,A ... AC Eatima _rii��li.0ADS1tENNAR 2011 LOADSIt370 ST CROIX FRONT.rup Calg t MJS Orientatioq = S p�Ge p
� ,-�+ wrightsoft• �'raJect Summary � e� 3 i7� 1 T CROIX FRON'f
Entire House BY� �P
�, - - ..�..,,:,.._ .... - ; .......... .....� -
' � • • •
For. ' LENNAR
IVbtes:
� � � •
We��her: Tampa Intl AP, FL, US
Winter Design Conditiorts �Summer Design Conditions
Outsitie �5 ,2S `F Cu#sid� d� 92 °F
lnside db 70 °F Inside db 75 °F
Design TD 41 °F Design TD 17 °F
Daily range L
Relative fiumidity 50 %
Moisture difference 52 gr/Ib
Heating Summary Sensible Cooling Equipment �oad Sizing
Structure 14638 6tuh &tructure 1Z820 Btuh
Ducfs 1541 Btuh Ducts 1385 Btuh
Cenfral vent (38 cfm} 1711 8tuh Central vent _(38 cfm) 726 Btuh
Humidification D Btuh Blower 0 Btuh
piping 0 Btuh
�quipment load 17889 Btuh Us� mahufacfur�r`s data n
Rate/swing multipfier 0.97
Infiltration Equipment sensible (oad 14543 Btuh
Method Sim.plified Latent Cooling Equipment Load Sizing
Coristruction quality Average
Fireplaces 0 Structure 2274 Stuh
Ducts 345 �tuh
Meat%ng C.00ling Central vent 38 cfm) 1331 Btuh
Area (ft�) ]371 137�t Equipment la�ent load 3950 Btuh
Vofume {ft') 10968 10968
t�ir ch�nges/hour 0.45 0.23 Equipmeni total load 18493 Btuh
Equiv. AV� (cfm) 82 42 Req. total capacity at 0.0{} SHR 1.7 •ton
Heating �quipment Sumrrtary Coaling Equipment Summary
Make tEfVNOX Make. LENNOX
Trade MERiT . , . . Trade MERIT
Model 14HPX-024 Cond 14HPX-024
ARI ref no, �275798 Coil CBX27UFt-b24
ARI ref no. 1275798
Effici�ncy 0 FiSPF Efficiency 0 SEER
Heating tnput Sensible cooling 0�t4h
Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh
Temperature rise 0°F Tatat cooling 0 Btuh
Actual a.ir flow 800 cfm Actual air�fow g�jp �m
Air flow factor 0,049 cfm/Btuh Air flow factor d,056 cfm/Btuh
Static pressure 0 in H20 Static pressure 0 in H20
Space thermostat Load sensible heat [ati� 0;�9
Bol�talfc aalues have been manually overrPdden
Printout Certifi.ed by ACCA to meet all requiremenYs of Manual J 8tti Ed:
`=F�.F- W �.� 9 hx so �_ Right-Suite� Universa! 7_1.19 RSU05714 2411-M9y-27 0$20:58
ACGA .•.YAC Estimatin�lC0ADSILENMAR 2011 tOADSN 370 Si' CROIX FRONT.rup Galc = MJ8 OrieriWt'iort = S Pdge S
-
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BUILDING PLAN REVIEW COMMENTS -�
Contractor/Homeowner: � /'�CL� �C��
Date Received: �� �� —� �
Site:
Permit Type: ��.�// �i Oh �
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet s 11 e pt with the permit andlor plans.
1�17��
Kalvin Swit r— Pl s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
� � October 28, 2011
DANS�,O :
ENGINEERING,LLC '
PO BOX3400
5912 Fortune Place
Apollo Beach, FL 33572
: Lennar Homes
Sa"'�e'A �`ee"be' PE : 15550 Lightwave Drive, Suite 210
: Clearwater, FL 33760
trwin J. Benson, PE
� Re: Ledger connection at floor trusses
Thuy H Huynh. PE Bldg 9, Eiland Park PH III, 10 Unit Townhome, Enclosed
. Permit #: 12246 thru 12254
Adarsh B. Shah, PE . �E # 3� �6
To Whom It May Concern:
Pursuant to your request, we have revised the plan for using ledger connection at
floor trusses in lieu of masonry hanger. Please refer to sheets S2.1, S4.1 and S6 for
updated information.
As always, please feel free to contact us if you have any further questions or if you
should need additional information
Since;elx���„„���
o ' - `' _ ' � �`� H:.NU���'
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I:\Projects\Engineering and Inspections\310623\Letters\310623_ledger conn_102811.doc
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� ' October 28, 2011
DANS(; O :
ENGINEERING,LLC '
PO BOX 3400
5912 Fortune Place •
Apollo Beach, FL 33572
: Lennar Homes
Sam�e�A ��ee�be` PE : 15550 Lightwave Drive, Suite 210
� Clearwater, FL 33760
Irwin J. Benson. PE
� Re: Ledger connection at floor trusses
Thuy H. Huynh, PE Bldg 9, Eiland Park PH III, 10 Unit Townhome, Enclosed
Permit #: 12246 thru 12254
''°a'Sh B. Shah, PE . DE # 310623
To Whom It May Concern:
Pursuant to your request, we have revised the plan for using ledger connection at
floor trusses in lieu of masonry hanger. Please refer to sheets S2.1, S4.1 and S6 for
updated information.
As always, please feel free to contact us if you have any further questions or if you
should need additional information
Sincerely,
DANSCA�f���ING, LLC
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SEC. �3 , TWP. 26 S, RNG._
SKETCH ONLY eEU�iNC e�s►S:
NOT A 80UNDARY SURVEY
; TOWNHOMES NORTHERLY BOUNDARY UNE, LOTS 81-90 BEING S SS
ITY FLORIDA. THIS SURVEY IS SUBJECT TO ANY
DRAWING:
MAY BE DISCLOSED BY A FUIL A
ERMITTNtG PURPOSES E T TiTI-E SEARCH. ALSO SUBJECT TO
I\ � EASEMENTS AND RESTRICTIONS OF
sntucnow. v��r i ��
ORE ANY CONSTRUCTION. UNDERGRWND FOOTER, STEM
UNDERGRWND UTILITIES ARE NOT
„°� SHOWN.
D DF2AIl�AGE FLOW p
DO NOT SCALE iHIS PRINT DIMEN'
� � NOTES TAKE PREFERENCE.
GRADE
CALCUlAT10N3 � DESCRIPT1pN NOT CONTAINING PLA
PAGE INDICATES THAT PLAT
N PREUMINARY STAGE AND IS S
- 1t985 �' �� CHANGE AND/OR REVISION.
7288 gq_ �
= 366
- 210 5�p, �, CERTAIN DATA SH01NN HERE01
= 300 gq, �7 ENGINEERiNG PLANS PROVIDED BY
= FT
- N A gQ. F7 STRUCTURE 71ES SHOWN HEREON [
= N A $Q. �7, MEASUREMfNT FROM FORM BOARD:
= 0 �. FT_ TO PROPERTY LINE.
= 1 4 gp_ �7
= 70 z
_ �� SQ. FT.
= 3555 SQ. FT.
CALCULATIONS
= 7085.91 . F7.
= N A SQ, F7,
- 1515 gQ. F7.
= 1249 gp. F7.
raLs
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= N A SQ. F7,
= 1649 SQ. �.
_ � 54. FT.
'ATION =
25'
LOT 96 �
TRACT "B"
, DRAINA6E EASEMENT 01
LOT 95 ��0�� ` �'� 1
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S 8938'14" E 141.00' y 0 1
12.78' L 28.83' 12.00'
LOT 94 I � �: '
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L0IMEST FLOOR ELEV�
LIVING AREA: 91.37'
�� GARAGE AREA:
I 90, MAP OR PLAT ENTITLED "EIIAND PARK ELEVATIONS REFEREN
RECORDED IN PLAT BOOK 60, PAGES 102 THROUGH NAl10NAL GEqDETiC
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TRUSS FRAMING NCTES
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14' -0'
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5. 5EE FLOOR PL:+N L�D ELF /ATICN5 FOR ADDITCNAL
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ALL WORK SHALL C0�1PLY WITH ALL
PREVAILING CODES, FLORIDA BUILDING
CODE, NATIONAL ELECTRIC CODE AND
CITY OF ZEPHYRHILLS ORDINANCES
RE�JIEW DWI E' I�_./
�
CITY OF 7- Ept
PLANS EXAMINER
DAN SCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
t. 813.645.9698
www.danscoengineering.com
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2007 FLCRIDA RESIDENTIAL BUILDING CODE,
;INCLUDING 2009 SUPPLEMENT) SECTION
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CA 25948
❑ SAMUEL A. GREENBERG,
P.E. #34245
THUY H. HUYNH,
j P.E. #60122
RWIN J. BENSON,
P.E. #49758
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JOB NO.: 310623
DATE ISSUED: 07.19.1 1
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Ix P.T. BASE NAILER
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VERSION 4.03 / 06.24,1 1
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"5 VERT. REBAR
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ANGLE TO TRU55ES WITH 11/8' TYPE 'S' DRYWALL
FIRE RATED PER GA FC5511
SCREWS 0 8' O.C. TO TRUSSES 4 TO 2x4 BLOCKING
DATE ISSUED: 07.19.1 1
ALT. INT. MONO FOOTING
ALT. INTERIOR MONO FOOTING
DRAWN BY: Dz
TO STEM WALL DETAIL 1
TO 5TEM W,4LL DETAIL
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SCALE: 3 /4'=1' -0' S (O
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(2) LAYERS UNDERLAYMENT FOR ROOF PITCH < 4:12.
PRE ENGINEERED WD TRUSS 0 24' O.C. MAX.
12 SHINGLE ROOF
15 LS ROOFING FELT (SHINGLES)
HURRICANE ANCHOR 0 EACH TRU55
(SEE UPLIFT SCHED.) W/ METAL PL.
UNDER EA. TRU55 TO OUTSIDE OF WALL,
1116' 0.5.8. (FOR SHINGLE) OR 13/32'
05B (FOR TILE) FIRE RATED OR
PRE ENGINEERED
ROOF TRUSS 24'
O.G. MAX.
1/2' x 6' WIDE DEN5ARMOR PLUS
FIREGUARD C OR TOUGHROCK FIREGUARD
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STD, 90' HOOK
NOTES: (SEE DETAIL)
1) SEPARATION WALL IN THE R_3 MIN. INSULT, PER
ROOF SYSTEM PROVIDES FBC (2001 ED.)
2 -HR5 PROTECTION PER 513-602.I.ABC.1.1
GP WHI 495 -0143 (1) #5 VERT. iN FILL -
2) MASONRY WALL CELLS (SEE FILL
PROVIDES 2 -HRS CELL PLAN FOR
PROTECTION PER UL -U305 LOCATIONS)
(1)'5 VERT IN FILL CELLS (SEE
FILL CELL PLAN FOR LOCATION5) \
(2) 2x8 P.T. LEDGER W/ I/2' x 8'-\
TITEN HD s 16' 0.0, (2 ROWS)
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F
4'x4' INSPECTION PORT s
REG, PER ROOF PLAN SEE ROOF 3/4' PLYWIOOD DECKING GLUED AND :r, EA. FILLED CELL (TYPJ
NAILING 5CHED. ON SHT, SNI NAILED W/ Sd COMMON 6' O/C Ix P.T. BASE NAILER
1/2' HIGH STRENGTH OR 5/8' GYP WB W/
13/8' DRYWALL NAILS OR DRYWALL
5CRW5. 1' 0/C CEILING 4 6' 0/C WALLS
I' P.T. NAILER
MOISTURE 5ARRIER -
5TD• 90' HOOK (SEE DETAIL)
R42 MIN. INSUL.-
Ix P.T. BASE NAILER
(2) 2x8 P.T. LEDGER W/ 1/2' x 8'
TITEN HD 0 16' O.C. (2 ROWS)
3/4' PLYWOOD DECKING GLUED AND NAILED W/
8d COMMON 0 6' 0/C EDGE5 AND 12' O.C. FIELD
4'x4' INSPECTION PORT AT
EACH FILL CELL TYPICAL
1/2' GYP. W.B. OR 3/8'
PLYWOOD /TYPE 2-M-
065 (DRAFT5TOPPING) TO
BE NAILED W/ 8d COMMON -
19 6' O/C TO ONE SIDE OF `
FLOOR TRUSS FOR AN
AREA <_1000 5Q. FT t
SEALED PENATRATION R42 MIN.
AREAS W/ FOAM. INSUL.-
DRAFT5TOPPING SHALL TOP CHORD BRG. \
DIVIDE THE CONCEALED FLOOR 5Y5TEM
SPACE INTO APPROX.
EQUAL AREAS.
1/2' HIGH STRENGTH OR 5/8' GYP 15 (OR 5/8'
GYP. TYPE 'X' 's GARAGE W/ A HABITABLE ROOM
ABOVE) W/ 1 3/6' DRYWALL NAILS OR DRYWALL
SCRWS, 1' O/C CEILING 4 8' O/C WALLS
(2) LAYERS I' DEN55LA5S SHAFTLINER
EDGES AND 12' O.C. FIELD
INSERTED BETWEEN 2' FLOOR 4 CLG. RUNNERS
2' x 4' WALL
W/ 2' STEEL H STUDS BETWEEN ADJACENT
DE7,41L
PAIRS OF GYP, PANELS,
FIRE CAULK
FOR
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2' CLG.
TOE NAILS 19 EACH END 4 GLUED TO
RUNNER
ROOF SHEATHING
1' 4'
15 LB ROOFING FELT (SHINGLES)
055 (DRAFTSTOPPING)
1/16' 0.5.B. (FOR SHINGLE) OR 13/32'
(2)
055 (FOR TILE) SHEATHING U.N.O.
TO BE NAILED W/
!FIRE RESISTANT 055 1116' (FOR
SHINGLE) OR 19/32' (FOR TILE)
COMMON 6 6' O/C TO ONE
SHEATHING 4' ON EA. SIDE OF
12'
PARTY WALL
51DE OF FLOOR TRUSS FO I P.T.
BREAKAWAY CLIPS AS PER GEORGIA- PACIFIC
w
SPECIFICATIONS 0 EACH SIDE OF EVERY OTHER STEEL
AN AREA 1000 5Q. FT 4 NAILER
'H' STUD (48' Or- MAX) 4 IOFT O'S VERTICALLY
(1) LAYER 1/2' HIGH STRENGTH OR
SEALED PENATRATION
5/8' GYP. WB. W/ 1 -3/8' DRYWALL
W
0 IN5UL1 MIN. NAILS OR DRYWALL 5CREW5 1' O,C.
ARE45 W/ FOAM. TOP CHORD
DRAFT5TOPPING SHALL BRG, FLOOR
CEILING, 8' O.C. (WALLS 4 4' D.C.
-- EDGES
2 x 4 6YF"2 x12' LONG SCAB 19 EACH
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RBC CLIP W/ loci 19 3' O.C.
SPACE INTO APPROX.
51MP50N RBC 10 36' O.C. W/ 6 -10dxl 1/2' NAILS INTO
TO E BEST o ENGINEER'S KNGWLEDGE AND
TRUSS BOTTOM CHORD /SCAB 4 (3) 1/4'x2 3/4' TITEN
EQUAL AREAS.
SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE
R3CIFCR 120MPH. 35EC. GUS�.EXPCSUR E "C"
INSTALLED PRIOR TO FURRING STRIP INSTALLATION
(1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP.
(TYPICAL ON BOTH FACES OF WALL)
AFTER THE DA - E fT S SGNED 4` +D SEALED.
I x P.T. NAILER INSTALLED AFTER INSTALLING RBC's
W'B• (OR 5/8' GYP. TYPE 'X' 0 GARAGE W/ A
8'x8'X16' CONIC. KNOCKOUT BLK
REPRODUCED IN A R VANN 2 a0U' NRI^EN
W/1 ROD CONT. FILLED W/ GROUT
4'x4' INSPECTION PORT s
REG, PER ROOF PLAN SEE ROOF 3/4' PLYWIOOD DECKING GLUED AND :r, EA. FILLED CELL (TYPJ
NAILING 5CHED. ON SHT, SNI NAILED W/ Sd COMMON 6' O/C Ix P.T. BASE NAILER
1/2' HIGH STRENGTH OR 5/8' GYP WB W/
13/8' DRYWALL NAILS OR DRYWALL
5CRW5. 1' 0/C CEILING 4 6' 0/C WALLS
I' P.T. NAILER
MOISTURE 5ARRIER -
5TD• 90' HOOK (SEE DETAIL)
R42 MIN. INSUL.-
Ix P.T. BASE NAILER
(2) 2x8 P.T. LEDGER W/ 1/2' x 8'
TITEN HD 0 16' O.C. (2 ROWS)
3/4' PLYWOOD DECKING GLUED AND NAILED W/
8d COMMON 0 6' 0/C EDGE5 AND 12' O.C. FIELD
4'x4' INSPECTION PORT AT
EACH FILL CELL TYPICAL
1/2' GYP. W.B. OR 3/8'
PLYWOOD /TYPE 2-M-
065 (DRAFT5TOPPING) TO
BE NAILED W/ 8d COMMON -
19 6' O/C TO ONE SIDE OF `
FLOOR TRUSS FOR AN
AREA <_1000 5Q. FT t
SEALED PENATRATION R42 MIN.
AREAS W/ FOAM. INSUL.-
DRAFT5TOPPING SHALL TOP CHORD BRG. \
DIVIDE THE CONCEALED FLOOR 5Y5TEM
SPACE INTO APPROX.
EQUAL AREAS.
1/2' HIGH STRENGTH OR 5/8' GYP 15 (OR 5/8'
GYP. TYPE 'X' 's GARAGE W/ A HABITABLE ROOM
ABOVE) W/ 1 3/6' DRYWALL NAILS OR DRYWALL
SCRWS, 1' O/C CEILING 4 8' O/C WALLS
DECORATIVE FINISH
UPPER FLOOR
5TD, 90' HOOK (SEE DETAIL)
- NAILED FLOOR TRUSS TO LEDGER
W/ 4 -10d TOE NAILS
8'XS'x16' CONC. KNOCKOUT BLOCK
W/ (1)'5 ROD CONT. FILLED SOLID
W/ GROUT
Ix P.T. BASE NAILER
ARCHITECTURAL
FINISH
(1)'5 VERT, IN FILL CELLS (SEE
FOUNDATION PLAN 4 NOTES)
Ix WD FURRING 1 24' O.C.
BASEBOARD -
MIN. 2500 1=151 CONC. SLAB
(MIN 3000 PSI CONIC. SLAG 4'x4' INSPECTION PORT AT
FOR HERNANDO CO. ONLY EACH FILL CELL TYPICAL
FINISH GRADE
D
6x6 W1.4xW1.4 /� / D
ULF OR FIBERME5H
5TD. 90' HOOK
(3) • 5 REBAR ON 3' CHAIR (SEE DETAIL)
W /3' MIN. CLEARANCE
T�'F 2-FORE' WALL SECTION
SCALE: 3 /4':)'-0'
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FOR PROJECTS IN PA5C0 COUNTY - SEE DETAIL 11/54.1
FOR INFO AT FLOOR DECKING 8 CEILING D I APNRAG l
REFER TO 54.1 FOR ALT. FLOOR TRU65 CONNECTION
3/4' PLYWOOD DECKING PER J /56,
8' CMU WALL-- USP HTA20 9 46' 0/C IW'/ 4' EMBEDMENT INTO
/ BLOCK 4 10 -10d NAILS INTO BLOCKING
DBL, K.O.
BLOCK PER
DETAIL J156.
P.C. LINTEL
PER PLAN.
I
2X4 5YP DIAGONAL (45')
SHEAR BLOCKINGS BETWEEN
BLOCKING5 W/ (2) lad TOE
NAILS g EA. END.
FOR
PROJECT5 IN PA5C0 COUNT(' - SEE
EDGES AND 12' O.C. FIELD
NAIL FLOOR TRUSS TO LEDGER
2' x 4' WALL
5I -4EAR LU ,4LL
DE7,41L
. 90' HOOK W/ 4- 10d TOENAILS (TYP
5TD J
`
FOR
1/2' GYP. 11 OR 3/8'
(SEE DETAIL) 2ND FLR
EA END
ALUMINUM
PLYWOOD /TYPE 2 -M -W
5�
1' 4'
DRIP EDGE
055 (DRAFTSTOPPING)
(1)
(2)
ALUMINUM FASCIA
TO BE NAILED W/
Q a �q-
COMMON 6 6' O/C TO ONE
8'x8'x16' CONC,
12'
UN TO. 2x4 SUB FASCIA
51DE OF FLOOR TRUSS FO I P.T.
KNOCKOUT BLOCK W/
w
2' ALUMINUM
AN AREA 1000 5Q. FT 4 NAILER
(1) #5 ROD CONT.
VENTILATED SOFFIT
SEALED PENATRATION
FILLED W/ GROUT
W
8' xa
x8'X16' CONIC. KNOCKOUT BLK
ARE45 W/ FOAM. TOP CHORD
DRAFT5TOPPING SHALL BRG, FLOOR
TOP CHORD BRG,
ROD CONT. FILLED W/ CONIC.
DIVIDE THE CONCEALED 5Y5TEM
FLOOR SYSTEM
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SPACE INTO APPROX.
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TO E BEST o ENGINEER'S KNGWLEDGE AND
BEEF. THE STRIUCTJRAL PLANS AND SPEC- FICATIONS
EQUAL AREAS.
R -3 MIN. IN-'-UL, PER FBC
R3CIFCR 120MPH. 35EC. GUS�.EXPCSUR E "C"
ENCLOSED �N - ERI,A L PRESSJRE COEFIC ENT = ±C '8!
(1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP.
(2001 ED.) 513- 602.LABC.1.1
AFTER THE DA - E fT S SGNED 4` +D SEALED.
ll) 0 5 VERT IN FILL CELLS
W'B• (OR 5/8' GYP. TYPE 'X' 0 GARAGE W/ A
020 � CCRP TPIS P•_AN tiAA NOT BE
REPRODUCED IN A R VANN 2 a0U' NRI^EN
(SEE FILL CELL PLAN FOR
HABITABLE ROOM ABOVE) W/1 - 3/8'
-ROGER Y f DA WCO P GBl ` Fe NG. L.0 A.,+D'HE
" t J N 5 PRO' Ci. ANl EPRODVC ON C4
LOCATIONS)
DRYWALL NAIL5 OR DRYWALL 5CRW5. It
DATE
DESCRIPTION
0.29.39
0.0, CEILING, S' D.C. WALLS 4 4' O.C. EDGES
05.07.10
2.00 GP FIREWALLS
07 28.1 D
TWO 5TOR"' P,4RT`' UJ,4LL
5ECTION E3
z
1 1.12.10
4.00 ADD STEM WALL DETAILS
SCALE:N.T,S.
N
LITE TEXTURED
ABLE D TAIL
36 10 11
DECORATIVE FINISH
UPPER FLOOR
5TD, 90' HOOK (SEE DETAIL)
- NAILED FLOOR TRUSS TO LEDGER
W/ 4 -10d TOE NAILS
8'XS'x16' CONC. KNOCKOUT BLOCK
W/ (1)'5 ROD CONT. FILLED SOLID
W/ GROUT
Ix P.T. BASE NAILER
ARCHITECTURAL
FINISH
(1)'5 VERT, IN FILL CELLS (SEE
FOUNDATION PLAN 4 NOTES)
Ix WD FURRING 1 24' O.C.
BASEBOARD -
MIN. 2500 1=151 CONC. SLAB
(MIN 3000 PSI CONIC. SLAG 4'x4' INSPECTION PORT AT
FOR HERNANDO CO. ONLY EACH FILL CELL TYPICAL
FINISH GRADE
D
6x6 W1.4xW1.4 /� / D
ULF OR FIBERME5H
5TD. 90' HOOK
(3) • 5 REBAR ON 3' CHAIR (SEE DETAIL)
W /3' MIN. CLEARANCE
T�'F 2-FORE' WALL SECTION
SCALE: 3 /4':)'-0'
z
FOR PROJECTS IN PA5C0 COUNTY - SEE DETAIL 11/54.1
FOR INFO AT FLOOR DECKING 8 CEILING D I APNRAG l
REFER TO 54.1 FOR ALT. FLOOR TRU65 CONNECTION
3/4' PLYWOOD DECKING PER J /56,
8' CMU WALL-- USP HTA20 9 46' 0/C IW'/ 4' EMBEDMENT INTO
/ BLOCK 4 10 -10d NAILS INTO BLOCKING
DBL, K.O.
BLOCK PER
DETAIL J156.
P.C. LINTEL
PER PLAN.
I
2X4 5YP DIAGONAL (45')
SHEAR BLOCKINGS BETWEEN
BLOCKING5 W/ (2) lad TOE
NAILS g EA. END.
FOR
PROJECT5 IN PA5C0 COUNT(' - SEE
DE 11/54.1
OPENING
2' x 4' WALL
5I -4EAR LU ,4LL
DE7,41L
�
C
FOR
INFO AT FL OOR DECKING $ CEI
DIAPHRAGM
EA END
EA END
5CALE:N.T.5.
5�
REFER TO 541 FOR ALT. FLOOR TRU58 CONNECTION
NOTES:
1) SEPARATION WALL IN THE ROOF
SYSTEM PROVIDES 2 -HR5 PROTECTION
PER GP WHI 495 -0143
2) MASONRY WALL PROVIDES 2 -HR5
FROTEC71ON PER UL -US05
(3) (2) (2) L SEE PLAN FOR REQUIRED
(3) (2) 1 (3) CONNECTIONS
LOAD BEARINGS /EXTERIOR FR,41I
UJALL ;4E ,4DER DET ,4IL 1
5 (O
IRE CAULK 2X4 BLOCKING W/ (2) loci TOE NAILS is EACH END
2' CLG. 15 LB ROOFING FELT (SHINGLES)
RUNNER
1/16' 0.5$. (FOR SHINGLE) OR 13/32'
058 (FOR TILE) SHEATHING UN.O.
FIRE RESISTANT 055 1116'
(FOR SHINGLE) OR 13/32'
(FOR TILE) 5HEATHING 4' ON
EA, SIDE OF PARTY WALL 1' -41
BREAKAWAY CLIP5 A5 PER GEORGIA- PACIFIC TYP
SPECIFICATIONS 0 EACH SIDE OF EVERY OTHER
STEEL 'H' STUD (48' OC MAX) 4 10FT Or- VERTICALLY
2X4 BLOCKING W/ (2) 10d TOE NAILS 0 EACH END °
PRE ENGINEERED ROOF TRUSS
PERPENDICULAR TO WALL 6 24' O.C. MAX.
(1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB.
W /1 -3/8' DRYWALL NAILS OR DRYWALL SCREWS, 1'
O.C.CEILING, 6' O.C. WALLS 4 4' O.G. EDGES
P'1015TURE BARRIER
I' P.T. NAILER
U5P HTA20 m END OF TRU35 W/ 10 -106 x 11/2' NAIL5
INTO TRU66 4 4' EMBEDMENT INTO CONCRETE (NOTE:
INSTALL HTA20's PRIOR TO INSTALLING THE
PROPRIETARY PANELS
lU'5 VERT. IN FILL CELL5 (SEE
FLOOR PLAN FOR LOCATIONS)
FIRELU ,4LL DETAIL ' TRU55
PFmRPF_ND ICUL,4R TO WALL E
5CALE:N.T.5. 3Gj
1/2' GYP WB
(1) 0 5 VERT. iN FILL CELLS (SEE
FOUNDATION PLAN FOR LOCATIONS)
z TYPE 'S' MORTAR (TYP.)
8' CONIC. BLOCK (TYP,)
Q
Ix P,T, BASE NAILER 4'x4' INFECTION PORT 9
6x6 W1.441,11.4 WWF EA. FILLED CELL (TYF.)
° D
D D
j L
(4)'S CO j �/j /> �� \ 5TD. SO' HOOK
ON 3 CHAIR
at 2 0' a t (SEE DETAIL)
2 - STOR°T' P ,4RT'T'U ,4LL SECT ION
SCALE: N.T.S.
2X CR!PPLE5 -s I&' O.C.
W/ USP SPT24 TYP.
TOP AND BOTTOM
WHEN STUD LENGHT-
15 LE65 THAN 12' USE
L6TA30 5TRAPS AT
EACH 5TUD WRAPPED
OVER TOP PLATE 4
NAILED TO HEADER
EACH SIDE W/ 11 - IOd
NAIL5
10d NAILS e 8'
O/C TYP.
DOUBLE 2'x4'
CRIPPLE STUD
TYPICAL (UN.OJ
DOUBLE 2 x 12 *2 5YP
HEADER W/ 1/2' FL ITCH
PLATE (U.N.O.)
FILLING AND
BLOCKING 45
REQUIRED FASTENED
TO HEADER W/ (2)
ROWS OF 12d m Ir'
O/C UNLESS NOTED
OTHERWISE
2'x4' STUDS TYP.
- P.T. SOT. PLATE
FLOOR TRUSS
/SEAM
HEADER 54. PPORT
NO. OF JACKS t 5TUD5
REQ. AT OPENINGS
OPENING
2' x 4' WALL
2'x W IL'ALL
JACKS
�
JACKS
51105
5
z w
V)
EA END
EA END
EA END
EA END
1' 4'
lU
(2)
(1)
(2)
Lc
G > S..
(2)
Q a �q-
9' -16'
(3)
24' MIN.
LAP SPLICE
6 1' -4' 6 1' -4'
TYP.
o o o
0 0 0 0 o
SPLICE BEYOND SPLICE
P ,4RT. ELEV- VIEW
(2) 2x.8 P.T. LEDGER W/ 1/2' x 8'-
TITEN HD g 1.6' O.C. (2 ROWS)
6' MIN,
DBL. KO. BLOCK -1 / ..
16' O/C
� 24' MIN (2) 2x8 LEDGER P.T. LEDGER
LAP SPLICE ATTACHED TOGETHER W/
2 - ROWS 10d -9 6' O/C
PART. FL A N \/ I E UJ
L EDG LAP 5PLICE DETAIL
SCALE: 3 /4':1'-0'
f
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9693
www.danscoengineering.com
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COMPLY I'll 2007 P,ORDA EES +DENTIAL BUIL7NG
CODE I NG.JD 2009 M' E�MENTj. SECTICN
R3CIFCR 120MPH. 35EC. GUS�.EXPCSUR E "C"
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S�GNED ASD SEALED -CR' -- STRUCTJRnL PCP_10�
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REVISION:
DATE
DESCRIPTION
0.29.39
1.01 FFPC 2007 UPDATE
05.07.10
2.00 GP FIREWALLS
07 28.1 D
3.00 ADD ALT. ROOF
HEATHIN FOR TILE ROOF
1 1.12.10
4.00 ADD STEM WALL DETAILS
0420.11
4.01 REVISED NON -DROP
ABLE D TAIL
36 10 11
4.02 REVISED J /S6, B /S6 & F /S6
FOR HAN ER CONN
06.24.' 1
4.03 REVISED ROOF SHEA`HING
W
10,28.11
NN.
FLOOR TRUSSES
VERSION NO, 4.03 / 06.24.1 1
CA 25948
E] SAMUEL A. GREENBERG,
P.E. #34245
THUY H. HUYNH,
P.E. #60122
Ei IRWIN J. BENSON,
P.E. #49758
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TYPICAL 2 STORY
SECTIONS & DETAILS (MONO)
SHEET INFORMATION:
JOB NO.: 310623
DATE ISSUED: 07.19.1 1
DRAWN BY: DZ
REVIEWED BY: TH /AS
S6
2X4 BLOCKING 6 4$' O.C. MAX.
W/ (2) 16d TOE NAILS a EACH
END 4 GLUED TO ROOF
5HEATHING
2X4 LEDGER m 48' 01C MAX.
VERTICALLLY NAILED TO FIRE CAULK
TRUSS WEBS WI(2) Bd (TYP.)
PRE ENGINEERED - 2' CLG.
ROOF TRUSS @ 24' RUNNER
O,C, MAX.
1/2' x 6' WIDE DEN5ARMOR PLUS
FIREGUARD C OR TOUGHROGK
FIREGUARD C GYPSUM BOARD
BATTEN STRIPS a EA. SIDE OF
STEEL 'H' STUD (ONLY REQUIRES IF
ATTIC AREA 15 ACCE551BLE.)
2 x 4 5YF"2 x12' LONG
SCAB EACH RBC CLIP
W/ lod 0 3' O.C.
51MP50N RBC g 36' O.C. W/ 6 -10dx1 I/2 NAILS
INTO TRU55 BOTTOM CHORD /5CA5 4 (3)
1/4'x2 3/4' TITEN 5CREW5 INTO MASONRY,
NOTE: RBC CLIPS TO BE INSTALLED PRIOR
TO FURRING STRIP INSTALLATION
2' FLOOR RUNNER W/ 3116' DIA.
x 13/4' TAPCON5 9 16' O.C.,
5TD, 90• HOOK (SEE DETAIL)
8'x8'X16' CONC, KNOCKOUT BLK. W/
to
1"5 ROD CONT. FILLED W/ GROUT
R -3 MIN. INSULT. PER FBC
(2001 ED.) 513- 602.I.A5 ..
(1)'5 VERT IN FILL CELLS (SEE
FILL CELL PLAN FOR LOCATIONS)
(2) 2x8 P.T. LEDGER W/ 1/2' x 8'
TITEN HD 9 16' D.G. (2 ROW5)
u
z�
3/4' PLYWOOD DECKING GLUED AND OL
NAILED W/ 8d COMMON s 6 O/C Q
EDGE5 AND 12' O.C. FIELD
1/2' GYP. W.B. OR 3/6'
PLYWOOD /TYPE 2 -M -W
05B (C�RAIGTSTOPPING)
TO BE NAILED W/ Sd N
COMMON a 6' O/C TO ONE
SIDE OF FLOOR TRUSS FO I' P.T.
AN AREA 1000 50. FT 4 NAILER
SEALED PENATRATION
AREAS W/ FOAM. TOP CHORD
DRAFTSTOP'P?NG SHALL BRG, FLOOR
DIVIDE THE CONCEALED SYSTEM
SPACE INTO APPROX.
EQUAL ARIE'45.
(1) LAYER 1112' HIGH STRENGTH OR 5/8' GYP.
110. (OR 5/F3' GYP. TYPE 'X' 0 GARAGE W/ A
HABITABLE ROOM ABOVE) W /1 -3/8'
DRYWALL NAILS OR DRYWALL 5CRW5. It
O.C. CEILING, 8' O.C. WALLS 4 4' O.C. EDGES
FIRE ,4LL DET
(2) LAYERS It DEN5GLA55 5HAFTL!NER
INSERTED BETWEEN 2' FLOOR 4 CLG,
RUNNERS W/ 2' STEEL H STUDS BETWEEN
ADJACENT PAIRS OF GYP, PANELS.
2X4 BLOCKING W/ (2) 10d TOE NAILS
m EACH END
15 LB ROOFING FELT (SHINGLES)
1/16' 0.5.8. (FOR SHINGLE) OR 13/32'
055 (FOR TILE) SHEATHING U.N.O. ' MIN. GAP (ONLY FIRE RE616TANT 055 1/16' (FOR
REQUIRES IF TIC A A SHINGLE) OR 19/32' (FOR TILE)
15 NOT ACC SI _ SHEATHING 4 ON EA. SIDE OF
PARTY WALL
BREAKAWAY CLIPS AS PER GEORGIA - PACIFIC
SPECIFICATIONS g EACH SIDE OF EVERY OTHER
STEEL 'H' STUD (46' Or- MAX) 4 IOFT OG VERTICALLY
2X4 BLOCKING W/ (2) 10d TOE NAILS 6 EACH END
PRE ENGINEERED ROOF TRU55
PERPENDICULAR TO WALL 24' O.C. MAX.
-- R30 INSULT MIN.
(1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. W5.
W 11 -318' DRYWALL NAILS OR DRYWALL SCREWS. 1'
\ - O.G.CEILiNG, 8' O.G. WALL5 4 4' O.G. EDGES
`MOISTURE BARRIER
\- I' P.T. NAILER
\--USP HTA20 9 END OF TRUSS W/ ?0 -10d x 1 1/2' NAILS
INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE:
INSTALL HTA20's PRIOR TO INSTALLING THE
PROPRIETARY PANELS
41) S VERT. IN FILL CELLS (SEE
FLOOR PLAN FOR LOCATIONS)
NOTES:
1) SEPARATION WALL IN THE ROOF
SYSTEM PROVIDES 2 -HRS PROTECTION
PER GP WNI 495 -0143
2) MASONRY WALL PROVIDES 2 -HRS
PROTECTION PER UL -USO5
4'x4' INSPECTION PORT 0
EA. FILLED CELL (TYP.)
-Ix P.T. BASE NAILER
NAIL FLOOR TRUSS TO LEDGER
5T D. 30' HOOK W/ 4- 106 TOENAILS (TYPJ
(SEE DETAIL) 2ND FLR
T 8'x8'x16' CONIC,
KNOCKOUT BLOCK W/
(1)'5 ROD CONT,
FILLED W/ GROUT
TOP CHORD BRG,
FLOOR SYSTEM
R -3 MIN. INSULT PER FBC
(2001 ED.) 513-602.1.415G.1.1
5CALE:N.T.S.
FOR PROJECTS IN PA5C0 COUNTY -SEE DETAIL IIi54.1
FOR INFO AT FLOOR DECKING d CEILING DIAPHR4iSM
REFER TO 64.1 FOR ALT. FLOOR TRU88 CONNECTION
(2) LAYERS I' DEN561_455 5HAFTL!NER
INSERTED BETWEEN 2' FLOOR 4 CLG.
RNNE RS W/ 2' STEEL H STUDS BETWEEN
ADJACENT PAIRS OF GYP. PANELS.
3, /4' MIN. GAP (ONLY REQUIRED IF-
XTIC AREA 15 NOT ACCESSIBLE)
1/2'x 6' WIDE DENSARMOR PLUS
FIREGUARD G OR TOUGHROCK
FIREGUARZD C GYPSUM BOARD BATTEN
STRIPS g EA. SIDE OF STEEL 'H' STUD
(ONLY REQUIRES IF ATTIC AREA 15
ACCESSIBLE.)
P30 'N5UIL. MiN. -- A ��
Z FRE- ENGINEERED
FLOOR TRUSSES 2' FLOOR RUNNER W/ 3/16' DIA.
24' 0/C MAX. x 13/4" TAPCONS 16' O.G.
5TD, 90' HOOK (BEE DETAIL)-
2X4 5YP BLOCKING Q 8'x8'X (o' CONC. KNOCKOUT BLK W/
48' O/C W/ (2) 10d TOE 1#5 RpD CONT. FILLED W/ GROUT
NAILS 6 EA. END (TYP.)
8' CMU WALL
R•-3 MIN. INSULT PER FBG -�
(21001 ED.) 513- 602,I.4BC.1.I
5�0
SEE FLOOR PLAN NOTES
FOR REQUIRED
CONNECTION
2 -ROUJS 12d NAIL5
5T4,GGERED 6 12' O/C
EACH FACE OR 3 -ROWS
12d NAIL5 STAGGERED a
12' O/C FOR 2 "xlO' OR
GREATER HEADER
CD
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