BCP2010-03424Clete
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Development & Neighborhood Services Department
100 S. Myrtle Avenue, Suite 210
Telephone: (727) 562-4567 Faxn (727) 562-4576
www. myclearwater.com
BUILDING PERMIT APPLICATION
PARCEL NUMBER ~ 7 / ~ 5 / ~6 / ~7~ / ~ 0c1 / (Ja"+ f~D
PROJECT PROJECT/JOB NAME h'~ ~ /~„ ,,~
LOCATION pROJECTADDRESS /a7U Cigr~~j~y~„~ ~l
ZIP
BUSINESS NAME PHONE
LEGAL DESCRIPTION OF PROPERTY ~o f 7 ~/grJ~•~y ~Z~~/,J
PROPERTY PROPERTY OWNER NAME /'`'~ /Z y„ ~,,,,~
OWNER ADDRESS `I ~ y~ ~h~b~/ /~~,: /~If~. .~ 2.. .
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phone CITY / ~9 ~.
number) ii1' STATE h- Zip JJ~~'Y
PHONE ~~J- Z yu - 7 f u p
FAX
NAME .% 'J ~~ ~(
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ARCHITECT/ ADDRESS `1
ENGINEER t " ~ 4 ~ ~ ~~w ~ Z ~ .+
CITY Tb ~. STATE ~ ZIP
PHONE ~/1-ZSo -7f~~ L
FAX
E-mail:
CONTRACTOR
(please print
clearly)
EXISTING BUILDING USE PROPOSED BUILDING~USE f~ ~
GENERAL NUMBER OF STORIES ___r~gUILDING HEIGHT
NUMBER OF UNITS__~
PROPERTY CONSTRUCTION TYPE: I II /y
INFORMATION UV IV V VI; P OR U
SQUARE FOOTAGE: LIVING 33~ v COMMERCIAL (,~
GARAGE/CARPORT _ ~ ~_._ OTHER ~/ (. TOTAL_ I 1 Of
PLEASEF/LL OUTBACKPAGE-APPL/CAT/ONMUSTBECOMPLETE
NAME OF COMPANY /H ~1 ~~.~,
LIC. HOLDER ~„~,~~ ~~q~,f ra~ PHONE ~/J- 1f~-7,
ADDRESS Y Y „ /~,~ x/,11 ~~~
FAX
CITY
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STATE LICENSE # ~gC D,7~~~ PCCLB #
Contractor E-mail:
Contact for this project e-mail: ~ ,~ ~ T~ ~/ ~`
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IF FAX PERMIT, PLEASE ENTER PROPERTY ADDRESS HERE:
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vALUATION: $ f d ~, I ~ J (THIS MUST BE FILLED IN, PLEASE PRINT CLEARL
BOARD REVIEW REQUIRED: .. DRC DATE:
CASE (circle one): FL OR FLS #
'CDB DATE: APPROVED
DENIED
Anyone planning to do excavation work, must notify the one-call "CALL SUNSHINE" Notification Center at 1-800-432-4770 prior to an
excavation work being done, in order to prevent underground damage. Federal D.O.T. Regulation Part 192, Sections 192.614 and 192.707.
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Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction.
CERTIFICATION:
I HAVE COMPLIED WITH ALL THE FEDERAL, STATE AND LOCAL ASBESTOS REGULATIONS CONCERNING NOTIFICATION OF T
PROPER AUTHORITIES OF THE PROPOSED DEMOLITION AND RENOVATION PROJECTS.
HE
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FO
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IFIYOU~NTEND TO OBTARIN FINA C G, CONSULT WITH YOUR LENDER OR ATTO
COMMENCEMENT. RNEY BEFORE RECORDING YOUR NOTICE OF
I am aware of Florida and Federal Accessibility Codes, and I certify that I have met the requirements of both.
I certify that, this application together with any plans submitted is accurate and represents all work being done at this time. All work will be done
in compliance with all applicable laws regulating construction and zoning and if not I realize I am responsible for the removal of any construction
permit null and void.
in violation of these laws or regulations. Any deviation from information submitted, unless approved by the Building Official will render this
'~ ' n~~ HrrLIC;ATION THE RESULT OF A STOP WORK ORDER OR NOTICE OF VIOLATION? YES_NO_
PAYMENT METHOD: :CASH 'CHECK CREDIT CARD - If paying by credit card include authorization form.
SignatuieofLiae Ho/derOR Persoane/
P/ease Print Nam Hem /~ ~ ~ • ~'~
TICe in Flim /yomepw„~
o~.~ /a
Date
I#: 2010128485 BK: 16911 PG: 334, 05/11/2010 at 08:05 AM, RECORDING 1 PAGES
10.00 -Bi~JZ~I~, C ERK OF
$ Ir ~,_-.. COURT PINELLAS COUNTY, FL BY DEPUTY CLERK:
CLKDM08 J~ ` r~' '
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y 1 cwt ~,r~y4, ~ 1 ~ ~ c r f i ~ret~;t~nia i~: ~ trot
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Permi GITl f,,ra% ~ t
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Tax Folio No. - U ' Ov y0 ~ ~~~ _;~,-;.~
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section
713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT.
.Description of property (legal
a) Street (job) Address:
2.General description of improve
3.Owner Information
a) Name and address: M f.? /'~o r+.i yJy~
b) Name and address of fee simple titleholder (if other
c) Interest in property
4.Contractor Information
a) Name and address: M 3 ~ .+,. y ~
b) Telephone No.: /7- ~ to - 7 feo
S.Surery Information
a) Name and address:
b) Amount of Bond:
c) Telephone No.:
6.Lender
9r yii ~/.?2d //f'.,.1y Zu..
owner)
i ~IM24 /Ta. ~ 2 0 D
Fax No. ( pt.)
7
a) Name and address:
Fax No. (Opt.)
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:
b) Telephone No.: 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(lxb), Florida Statutes:
a) Name and address:
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
COUNTY OF PINELLA ~V~ ~ Notary Public Stale O(fbride lU.
Holly M Eaker Signature of Owner or Owne s Authorize ~cedDirector/Partner/Manager
~~ , d+` My Commission OD93sOn5
m paF Expires 1 110 7/2 0 1 ~
Print Name
The foregoing instrument was acknowledged before me this ~-+ day of ~~~ , 20 /~, by /~/li.~Ll •!/~
Gr as (type of authority, e.g. officer, trustee,
attorney in fact) for (name of party on behalf of whom instru nt wa xecutcd).
Personally Known _ OR Produced Identification ~ Notary Signature
Type of Identification Produced Name (print) ~ ! l V ~ ~i~r
Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare th I hive r~,ad the foregoing and that
the facts stated in it are true to the best of my knowledge and belief. /
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FoaMS~NOC,N.azcor
Signature of Natural Person ignin (in line 10.) Above
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RESIDENTIAL PLAN REVIEW CHECKLIST DATE:
Permit Number Q -
Project Name yV~..G-
Project Address Q 1. ~ wvL
Project Description '~'
Reviewed By
Rev. 1/291201 0
CODE
SECTION ITEM O.K. /
COMM CODE
SECTION ITEM O.K. /
COMME T
Florida Architect or Engineer 1504.1 Component and Cladding
FEBC Existing Bldg. (Alt. Lvl. Require s) Manufacturers Performance Test
51.02 Flood Zone -FIRM Panel # Manufacturers Installation Instruction
Flood Zone Lines Indicated 1511 Rooftop Structurers/Mechanical units FBC1509.
51.10 Base Flood Elevation 1603.1 ASCE-7 98 Design Required
51.10 Existing Building Value 1609 Hurricane Anchorage Indicated
51.10 Project Value 1609.1.2 Protection of Openings
51.31 50% Improvements 1609.3 Wind Speed
51.10 Elevation Certificate T1604.5 Wind Importance Factor
Current Survey 1609.4 Wind Exposure
R301.2.1.1 Design Criteria ~'
18' Sea Wall Setback 1609.1 Component and Cladding
Product Approvals/Noas/Install Spec
R403.1.4 Footing Depth Below Grade
R101.2 Number of Stories (less than 4) 1805.4 Footings, Column Pads
R302.1 Horizontal Separation/Opening % R320 Termite Treatment
North T402.2 PSI Rating
East R506.1 Slab Thickness
South R506.2.5(2) Welded Wire/Fiber Mesh Reinforcing
West R506.2.3 6 Mil Vapor Barrier
R302 Exterior Wall Location R609.3 Vertical Reinforcing
R317.2 Tenant Separation (Townhouses) R1001.9 Fireplace Hearth
R309.2 Garage Separation 2204 Connection of Structural Steel
~ R606.9.5 Reinforcement cover
R313.2 Smoke Detectors in Bedrooms/Hall T602.2(1) Nailing Pattern for Sheathing
R311.4.2 Clear Opening of Exit Doors T602.2(1) Floor Sheathing & Nailing Pattern
R311.4.2 Headroom Min. of 6'-8" Egress
R311.5.1 Stair Width R602.2(5) Framing Material and Spacing
R310.1 Egress Opening in Sleeping Room R703 Exterior Wall Finish
R310.1 24"H, 20"W Min. 5.7sgft Min. T602.~(1) Roof Sheathing & Nailing Pattern
R310.1 Max. 44" Sill Height R802.1.6 Gable End Bracing
R311.5.3 Treads and Risers R806 Attic Ventilation
R311.5.4 Landings R308.4 Tempered Glass at Hazardous Loc.
R311.5.6 Handrails ~ R702 Interior Wall-Finish
??? Balconies R1003 Chimney Height & Location
R312 Guardrails/Balconies Roof Framing Plan
R303 8% Glazed area in Habitable Rms Building Elevations
R305 Ceiling Height Min. of 7'-0" T pical Wall Section
R303.3 Bathroom Windows 3sf Open Area Dimensioned Floor Plan
R303.3 Exhaust Fans Use of Each Room
R502.1.2 Draftstopping Slab location
602.1.2 Fireblocking R309.3 Garage Floor Pitch
Fair housing Tbl. R702.3.5 Ceiling Type Shown 1/2" CB or 5/8"
FBC13-600 Energy Efflcienc Calculations Columns W/ Connection T&B
13-602-605 Insulation Tie-Beams/precast Lintels
R319/320.7 6" Clearance, Exterior Finish to Grade Mechanical Units Shown
R905.2.2 Roof Pitch and Overhang R320.7 R807 Attic Access
905.2.3 Dry-in & Roof Cover ~ ICC Cost of Construction
R903.2 Flashing R313 CO Alarms
R320.7 Discharge 1' from Bldg or 6" OH. Product approvals
R905 Roof Systems
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:;Clearwater
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RESPONSE TO COMMENTS/PLAN AMENDMENT APPLICATION
(PLEASE PRINT CLEARLY)
Building Permit Number:
Project Address:
Project Name:
a~a- o~y~
Mil. ~o~
^ Permit has been issued (Plan Amendment)
Permit has not been issued (Response to Comments)
Detailed Description of Changes:
~~
^ See attached cover letter for details
Any change in Job Valuation: $
Contractor Name: '1~ ~.N~ ~~~w~~~
(License Holder)
Contractor License Number:
Contact Person for this project (if other than Contractor):
Contact Phone: a J~'T~~' Z~~~
Signature
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Office Use Only/Label Here
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Planning & Development Department
100 S. Myrtle Avenue, Suite 210
Clearwater, FL 33756
Telephone: (727) 562-4567 Fax: (727) 562-4576
www. m yclearwater.com/eperm its
RECEIVED
APR 2 6 2010
D VELOPMENT &
NEIQH ORHOOD SERVI~C,pES
Ci I T O F ILL L~9€il~°1/~'~eF'~ I~i ny
PCCLB:
(Please Print)
Contact Fax: ~~?~ 2l ~ -~ 7~~
Revised 03-2010
4
M/I
mi
Friday, April 23, 2010
City of Clearwater -Development Services Depa
100 S. Myrtle Ave
Clearwater, FL 33756
Attn: Jack Fahey BC~.?oi~ ~ 03y-?~
~~ Ll ~ tiJ ~V ~ ~~Y6.1 V
RECEIVEC
~ E ~ APR 2 6 2010
com
DEVELOPMENT &
NEIGHBORHOOD SERVICES
CITY OFwCLEARWATER
I have received your permit review comments for the following described home located in the Varsity
Estates subdivision in Clearwater Florida.
Owner: M/I Homes
M/I Homes Project #: VE004, Barcelona w/Bonus Room A, "B" elevation
Com t: Complete flood review could not be done. Area of construction has multiple BFE's
e onset An elevation certificate shall be provided.
ment: Please acknowledge that a current plot plan will be provided indicating flood lines.
esponse: A plot plan will be provided indicating flood lines as required.
Comment: Plan indicates building is in exposure "C".
Response: Yes, design is based on the more stringent requirements of exposure "C".
Comment: Products do not meet design pressures; SGD FL#12274; SH windows FL#11654; SH
Mullions FL#8905; Horizontal Slider FL#11844; verify that fan lites meet DP's.
Resp e:
II sheet D2 deleted -Sheet references standard wind pressures based on Mean Roof Height of 30'
nd using Table R301.2(3), Exposure Category "C", 1.40 multiplier.
Wind pressures revised at Floor Plan to reflect actual Mean Roof Height of 17'-2" for a Barcelona
w/Bonus Room A, "B" elevation.
Interpolate mean roof height between 15' & 20' from Table 301.2(3) as 17.5' &
Interpolate multiplier from Table 301.2(3) as (1.21+1.29)/2 = 1.25 multiplier
Design fissures calculated from Table R301.2(3) using Exposure Category "C", 1.25 multiplier and
17.5' can Roof Height. Mullion product approval sheets replaced.
Sli ng Glass Door (SGD) FL#12274.2
Iculate design pressure for an 6080SGD, using 130mph column, Zone4, 20sf & -31.6psf from Table
01.2(2) and 1.25 multiplier interpolated from Table R301.2(3) for design pressure calculation -31.6 x
1.25 = - 39.5psf design pressure as noted on Floor Plan at window opening.
See Sliding Glass Door product approval sheet 1 of 3, dwg #FL00499 for "Design Pressure Capacity
Chart", en~rmerating a max. size 96.00"wide x 96.00"high SGD with design pressures of +40 & -40.Opsf
(shutter installed for impact protection requirement)
Slidi g Glass Door (SGD) FL#12274.2
C culate design pressure for an 8080SGD, using 130mph column, Zone4, 50sf & -29.8psf from Table
01.2(2) and 1.25 multiplier interpolated from Table R301.2(3) for design pressure calculation -29.8 x
1.25 = - 37.3psf design pressure as noted on Floor Plan at window opening.
See Sliding Glass Door product approval sheet 2 of 3, dwg #FL00499 for "Design Pressure Capacity
Chart",;enumerating a max. size 96.00"wide x 96.00"high SGD with design pressures of +40 & -40.Opsf
(shutters installed for impact protection requirement)
4343 Anchor Plaza Parkway, Suite 200, Tampa, FL 33634
813-290-7900 Phone 813-806-1948 Fax
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April 23, 2010
Single Hung (SH) window FL#11654.8
Calculate design pressure for a C24 (SH window), using 130mph column, Zone4, 10sf & -33.Opsf from
Table 301.2(2) and 1.25 multiplier interpolated from Table R301.2(3) for design pressure calculation -
33.0 x 1.25 = - 41.3 f design pressure as noted on Floor Plan at window opening.
See Single h roduct approval sheet 3 of 6, dwg# FL00265 for "Design Pressure Capacity Chart",
enumeraY 37. 0"wide x 50.63"high rectangular SH window with design pressures of +40 & -75.Opsf
(shutters installed for impact protection requirement)
Single Hung (SH) window FL#11654.8
Calculate design pressure for a C25 (SH window), using 130mph column, Zone4, 10sf & -33.Opsf from
Table 301.2(2) and 1.25 multiplier interpolated from Table R301.2(3) for design pressure calculation -
33.0 x 1.25 = - 41.3psf design pressure as noted on Floor Plan at window opening.
See Single ng product approval sheet 3 of 6, dwg# FL00265 for "Design Pressure Capacity Chart",
enumer 'ng a 37.00"wide x 63.00"high rectangular SH window with design pressures of +40 & -72.2psf
(sh rs installed for impact protection requirement)
gle Hung (SH) windows FL#11654.8
Calculate design pressure for a C26 (SH window), using 130mph column, Zones, 10sf & -40.7psf from
Table 301.2(2) and 1.25 multiplier interpolated from Table R301.2(3) for design pressure calculation
-40.7 X1'`25 = - 50.9psf design pressure as noted on Floor Plan at window opening.
Se Ingle hung product approval sheet 3 of 6, dwg# FL00265 for "Design Pressure Capacity Chart",
umerating a 37.00"wide x 72.00"high rectangular SH window with design pressures of +40 & -70.6psf
(shutters installed for impact protection requirement)
Single Hung (SH) windows FL#11654.8
Calculat esign pressure for a C %2 25 (SH window), using 130mph column, Zone4, 10sf & -33.Opsf
from ble 301.2(2) and 1.25 multiplier interpolated from Table R301.2(3) for design pressure calculation
x 1.25 = - 41.3psf design pressure as noted on Floor Plan at window opening.
ee Single hung product approval sheet 3 of 6, dwg# FL00265 for "Design Pressure Capacity Chart",
enumerating a 26.50"wide x 50.63"high rectangular SH window with design pressures of +40 & -75.Opsf
(shutters installed for impact protection requirement)
Single Hung (SH) windows FL#11654.8
Calculate design pressure for a C'/2 34 (SH window), using 130mph column, Zone4, 10sf & -33.Opsf
from Tam 301.2(2) and 1.25 multiplier interpolated from Table R301.2(3) for design pressure calculation
3. 1.25 = - 41.3psf design pressure as noted on Floor Plan at window opening.
e Single hung product approval sheet 3 of 6, dwg# FL00265 for "Design Pressure Capacity Chart",
enumerating a 26.50"wide x 63.00"high rectangular SH window with design pressures of +40 & -75.Opsf
(shutters installed for impact protection requirement)
Single Hung (SH) windows FL#11654.7
Calculate design pressure for a C35 (SH window), using 130mph column, Zone4, 20sf & -31.6psf from
Table 301.2(2) and 1.25 multiplier interpolated from Table R301.2(3) for design pressure calculation -
31.6 x 1.25 = - 39.5psf design pressure as noted on Floor Plan at window opening.
See Single hung product approval sheet 2 of 6, dwg# 08-00574 for "Design Pressure Capacity Chart",
enumerating a 53.00"wide x 72.00"high rectangular SH window with design pressures of +40 & -40.Opsf.
Pressure interpolated between 54.6" & 72" high windows (shutters installed for impact protection
requirement)
Single Hung (SH) windows FL#11654.8
Calculate design pressure for a CD26 (SH window), using 130mph column, Zones, 20sf & -38.Opsf from
Table 301.2(2) and 1.25 multiplier interpolated from Table R301.2(3) for design pressure calculation
-38.0 x 1.25 = - 47.5psf design pressure as noted on Floor Plan at window opening.
See Single hung product approval sheet 3 of 6, dwg# FL00049 for "Design Pressure Capacity Chart",
enumerating a 74.13"wide x 72.00"high rectangular SH window with design pressures of +40 & -
48.7 psf (shutters installed for impact protection requirement) See below for vertical mullion.
• Page 2 of 2
,r
April 23, 2010
Single Hung (SH) windows FL#11654.8
Calculate design pressure for a CD26 (SH window) w/ %2 round above, using 130mph column, Zones,
50sf & -34.3psf from Table 301.2(2) and 1.25 multiplier interpolated from Table R301.2(3) for design
pressure calculation -34.3 x 1.25 = - 42.9psf design pressure as noted on Floor Plan at window opening.
See Single hung product approval sheet 3 of 6, dwg# FL00049 for "Design Pressure Capacity Chart",
enumerating a 74.13"wide x 72.00"high rectangular SH window with design pressures of +40 & -
48. ps (shutters installed for impact protection requirement) See below for vertical & horizontal mullion
r ~ configuration.
Ingle Hung (SH) windows FL#11654.11
Calculate design pressure for a SH3050 (SH window), using 130mph column, Zones, 10sf & -33.Opsf
from Ta 3012(2) and 1.25 multiplier interpolated from Table R301.2(3) for design pressure calculation
-33 1.25 = - 41.3psf design pressure as noted on Floor Plan at window opening.
e Single hung product approval sheet 5 of 6, dwg# FL 00261 for "Design Pressure Capacity Chart",
numerating a 36.00"wide x 60.00"high rectangular SH window with design pressures of +40 & -75.Opsf
(shutters installed for impact protection requirement)
Window Mullions FL#8905.7 (vertical & horizontal mullion)
See new M ~on product approval sheet 1 of 2, dwg#08-00144 (sheet 2 of 5) for "Design Pressure
Capaci hart", enumerating a design pressure of 101.3psf for a vertical & horizontal mullion
co uration with a transom over 2 windows transom ht 36.00", window height 72.00", single window
dth 37.00" and total unit width 74.00". This pressure exceeds the required design pressure for the
CD26 window w/1/2 round transom at the front elevation as indicated above. (shutters installed for
impact prot ction requirement)
Windo ullions FL#8905.8 (vertical mullion)
See, ew Mullion product approval sheet 2 of 2, dwg#08-00145 (sheet 2 of 5) for "Design Pressure
C acity Chart", enumerating a design pressure of 120.Opsf for a vertical mullion joining 12 windows,
endow height 72.00", single window width 37.00". This pressure exceeds the required design pressure
for the CD26 window at the front elevation as indicated above. (shutters installed for impact protection
requirem )
Fixed endows (FG) FL#11391.13
C late design pressure fora 36"x16"FG (FG window), using 130mph column, Zone4, 10sf & -33.Opsf
om Table 301.2(2) and 125 multiplier interpolated from Table R301.2(3) for design pressure calculation
-33.0 x 1.25 = - 41.3psf design pressure as noted on Floor Plan at window opening.
See Fixed Glass window product approval sheet 1 of 2, dwg# FL 00522 for "Design Pressure Capacity
Chart", enumerating a 36.00"wide x 16.00"high rectangular FG window with design pressures of +60 & -
75.Opsf (shutters installed for impact protection requirement)
Fixed windows (FG) FL#11391.13
Calc ate design pressure fora 48" half round FG window above entry door, 10sf & -33.Opsf from Table
3 .2(2) and 1.25 multiplier interpolated from Table R301.2(3) for design pressure calculation -33.0 x
1.25 = - 41.3psf design pressure as noted on Floor Plan at window opening.
See Fixed Glass window product approval sheet 1 of 2, dwg# FL 00523 for "Design Pressure Capacity
Chart", enumerating a 48.00"wide x 24.00"high'/2 round FG window with design pressures of +60.0 & -
75.Opsf (shutters installed for impact protection requirement)
Fixed windows (FG) FL#11391.13
Calculate design pressure fora 30" round (FG window), using 130mph column, Zone4, 10sf & -33.Opsf
from Table 301.2(2) and 1.25 multiplier interpolated from Table R301.2(3) for design pressure calculation
-33.0 x 1.25 = - 41.3psf design pressure as noted on Floor Plan at window opening.
See Fixed Glass window product approval sheet 1 of 2, dwg# FL 00522 for "Design Pressure Capacity
Chart", interpolate round window design pressure from rectangular 30.00"wide x 30.00"high rectangular
FG window with design pressures of +60 & -75.Opsf (shutters installed for impact protection requirement)
• Page 3 of 2
April 23, 2010
Horizontal Rolling Window (HR) FL#11844.1
Calculate design pressure fora 5030HR window, using 130mph column, Zone4, 10sf & -33.Opsf from
Table 301.2(2) and 1.25 multiplier interpolated from Table R301.2(3) for design pressure calculation -
33.0 x 1.25 = - 41.3psf design pressure as noted on Floor Plan at window opening.
See Horizontal iderwmdow-product approval sheet 1 of 1, dwg# 00052 for "Design Pressure Capacity
Chart", en erati g-a 60.00"wide x 36.00"high rectangular HR window with design pressures of +40 & -
60.Opsf uttt~r§ i stalled for impact protection requirement)
Please do not hesitate to contact me directly if you need additional clarifications.
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Dl~ri'si'b~Architect,~Ml~ Homes, Tampa
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• Page 4 of 2
r, ~ FORM 1100A-08
J FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs Residential Performance Method A
Project Name: A9100053 Builder Name: MI HOMES (ENERGY STAR)
Street: 9.2 U C R~ ~ ~,q w, ~ Permit Office:
City, State, Zip: , FL , Permit Number:
Owner: Barcelona w/ Bonus Jurisdiction:
Design Location: FL, Tampa
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=7.0 2235.00 ft'
b. Frame -Wood, Exterior R=13.0 1067.60 ft2
3. Number of units, if multiple family 1 c. Frame -Wood, Adjacent R=13.0 451.92 ft2
4. Number of Bedrooms 5 d. N/A R= ftZ
5. Is this a worst case? Yes 10. Ceiling Types Insulation Area
6. Conditioned floor area (ftZ) 3250 a. Under Attic (Vented) R=30.0 3250.00 ftZ
b. N/A R= ft'
7. Windows Description Area c. N/A R= ft'
a. U-Factor: Dbl, U=0.57 768.00 ft2
SHGC: SHGC=0.32 11. Ducts
b. U-Factor: Dbl, U=0.74 144.00 ftZ a. Sup: Attic Ret: Attic AH: Interior S up. R= 6, 648.4 ftZ
SHGC: SHGC=0.33 12. Cooling systems (combined)
c. U-Factor: N/A ft~ a. Central Unit Cap: 77.5 kBtu/hr
SHGC: SEER: 14
d. U-Factor: N/A ft2 13. Heating systems (combined)
SHGC: a. Electric Heat Pump Cap: 77.5 kBtu/hr
e. U-Factor: N/A ftz HSPF:8.15
SHGC:
14. Hot water systems
8. Floor Types Insulation Area a. Electric Cap: 40 gallons
a. Slab-On-Grade Edge Insulation R=0.0 3250.00 ftZ EF: 0.93
b. N/A R= ftz b. Conservation features
c. N/A R= ftZ None
15. Credits Pstat
Total As-Built Modified Loads: 52.28
Glass/Floor Area: 0.281
pgSS
Total Baseline Loads: 79.40
I hereby certify that the plans and specifications covered by Review of the plans and ~S~ ST.gI
this calculation are in compliance with the Florida Energy
specifications covered by this ~
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Code. calculation indicates compliance ,s
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PREPARED B z Before construction is completed - " ` ~
~
DATE: ~{~_~j this building will be inspected for - G ~
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compliance with Section 553.908 ,
* m tr
I hereby certify that this building, as designed, is in compliance Florida Statutes. ~~,
with the Florida Energy Code. COD jy~'~~
OWNER/AGENT: BUILDING OFFICIAL: ~-
DATE: a~ ~ DATE:
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure
qualifies as certified factory-sealed in accordance with N1110.A.3.
- Compliance requires an air distribution system test report, by a Florida
leakage to outdoors is not greater then 4~ ~ ~~~ at 25 pascals pressu
920 EARLHAM DR ~ 1 ~
BCP2010 03424 ~~~
NEW HOME
M/l HOMES ~yGauge® USA - FlaRes2008
atlas# 281 B
Zoning: -~
-~_
1110.A.2.
(~~~ MAR 2 3 2010 ~~
p~~~LO?M~Et'~I~T ~ =RO~ICrS'3~'T Page 1 of 6
CITY U`' Ct.E gR1h~AT1=R
PROJECT
Title: A9100053 Bedrooms: 5 Adress Type: Street Address
Building Type: FLAsBuilt Bathrooms: 0 Lot #
Owner: Barcelona w/ Bonus Conditioned Area: 3250 SubDivision:
# of Units: 1 Total Stories: 2 PlatBook:
Builder Name: MI HOMES (ENERGY STAR) Worst Case: Yes Street:
Permit Office: Rotate Angle: 180 County: . HILLSBOROUGH
Jurisdiction: Cross Ventilation: No City, State, Zip: ,
Family Type: Single-family Whole House Fan: No FL ,
New/Existing: New (From Plans)
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
Des ign Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Tampa FL_TAMPA_INTERNATI 2 39 91 75 70 645.5 54 Medium
FLOORS
# Floor Type Perimeter R-Value Area Tile Wood Carpet
1 Slab-On-Grade Edge Insulatio 229.4 ft 0 3250 ftZ 0.5 0 0.5
ROOF
Roof Gable Roof Solar Deck
# Type Materials Area Area Color Absor. Tested Insul. Pitch
1 Hip Composition shingles 3635 ft2 0 ftz Medium 0.96 No 1 26.6 deg
ATTIC
V il
i
V
R
i
1 i I
# Type Vent
at
on
ent
n)
at
o ( Area RBS
RCC
1 Full attic Vented 300 3250 ftZ N N
CEILING
# Ceiling Type R-Value Area Framing Frac Truss Type
1 Under Attic (Vented) 30 3250 ftZ 0.11 Wood
WALLS
Cavity Sheathing Framing Solar
# Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor.
1 W Exterior Concrete Block - Int Insul 7 352 ftz 0 0 0.75
2 NE Exterior Concrete Block - Int Insul 7 445.84 ft= 0 0 0.75
3 SE Exterior Concrete Block - Int Insul 7 430.16 ft2 0 0 0.75
4 NW Exterior Concrete Block - Int Insul 7 535.84 ft2 0 0 0.75
5 SW Exterior Concrete Block - Int Insul 7 471.12 ftZ 0 0 0.75
_ 6 W Exterior Frame -Wood 13 213.52 ft2 0 0.23 0.75
7 NE Exterior .Frame -Wood 13 213.52 ftz 0 0.23 0.75
8 SE Exterior Frame -Wood 13 213.52 ft2 0 0.23 0.75
9 NW Exterior Frame -Wood 13 213.52 ft2 0 0.23 0.75
4/8/2009 4:30 PM EnergyGauge® USA - FlaRes2008 Page 2 of 6
WALLS
#
Ornt
Adjacent To
Wall Type Cavity
R-Value Sheathing
Area R-Value Framing
Fraction Solar
Absor.
10 SW Exterior Frame -Wood 13 2 13.52 ftZ 0 0.23 0.75
11 ?? Garage Frame -Wood 13 451.92 ftz 0.23 0.01
DOORS
# Ornt Door Type Storms U-Value Area
1 NW Wood None 0.46 48 ftZ
2 SW Wood None 0.46 21 ftz
3 NW Wood None 0.46 21 ftz
WINDOWS
Window orientation below is as entered. Actual orientation is mod~ed b rotate an le shown in "Pro'ect" section above.
/ Overhang
~/ # Ornt :Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening
1 NE Metal Low-E Double Yes 0.57: 0.32 48 ftz 0 ft 12 in 0 ft 0 in HERS 2006 None
2 NE Metal Low-E Double Yes 0.57 0.32 48 ft2 0 ft 12 in 0 ft 0 in HERS 2006 None
3 NE Metal Low-E Double Yes 0.57 0.32 48 ftZ 0 ft 19 in 0 ft 2 in HERS 2006 None
4 NE Metal Low-E Double Yes 0.57 0.32 48 ftZ 0 ft 19 in 0 ft 16 in HERS 2006 None
5 NE Metal Low-E Double Yes 0.74 0.33 48 ftz 0 ft 192 in 0 ft 48 in HERS 2006 None
6 SE Metal Low-E Double Yes 0.57 0.32 48 ft2 0 ft 12 in 0 ft 0 in HERS 2006 None
7 SE Metal Low-E Double Yes 0.57 0.32 48 ftz 0 ft 19 in 0 ft 0 in HERS 2006 None
8 SE Metal Low-E Double Yes 0.57 0.32 48 ftZ 0 ft 19 in 0 ft 24 in HERS 2006 None
9 SE Metal Low-E Double Yes 0.57 0.32 48 ftz 0 ft 19 in 0 ft 31 in HERS 2006 None
10 SW Metal Low-E Double Yes 0.57 0.32 48 ftZ 0 ft 120 in 0 ft 12 in HERS 2006 None
11 SW Metal Low-E Double Yes 0.57 0.32 48 ft2 0 ft 19 in 0 ft 16 in HERS 2006 None
12 SW Metal Low-E Double Yes 0.74 0.33 48 ftz 0 ft 192 in 0 ft 48 in HERS 2006 None
13 W Metal Low-E Double Yes 0.57 0.32 48 ft' 0 ft 175 in 0 ft 12 in HERS 2006 None
14 NW Metal Low-E Double Yes 0.57 0.32 48 ft2 0 ft 12 in 0 ft 0 in HERS 2006 None
15 NW Metal Low-E Double Yes 0.57 0.32 48 ft2 0 ft 19 in 0 ft 2 in HERS 2006 None
16 NW Metal Low-E Double Yes 0.57 0.32 48 ftZ 0 ft 108 in 0 ft 12 in HERS 2006 None
17 NW Metal Low-E Double Yes 0.57 0.32 48 ft2 0 ft 19 in 0 ft 16 in HERS 2006 None
18 NW Metal Low-E Double Yes 0.57 0.32 48 ftz 0 ft 19 in 0 ft 25 in HERS 2006 None
19 NW Metal Low-E Double Yes 0.74 0.33 48 ft' 0 ft 190 in 0 ft 72 in HERS 2006 None
INFILTRATION ~ VENTING
/ -Forced Ventilation --- Run Time Fan
~/ Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts
Default 0.00036 3069 7.08 168.5 316.9 0 cfm 0 cfm 0 0
4/8/2009 4:30 PM EnergyGauge® USA - FlaRes2008 Page 3 of 6
GARAGE
# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 384 ft2 384 ftz 64 ft 8 ft 13
COOLING SYSTEM
# System Type Subtype Efficiency Capacity Air Flow SHR Ductless
1 Central Unit
2 Central Unit Split
Split SEER: 14
SEER: 14 60 kBtu/hr 1800 cfm 0.79
17.5 kBtu/hr 540 cfm 0.79
HEATING SYSTEM
# System Type Subtype Efficiency Capacity Ductless
1 Electric Heat Pump
2 Electric Heat Pump None
None HSPF: 8.2
HSPF: 8 60 kBtu/hr
17.5 kBtu/hr
HOT WATER SYSTEM
# System Type EF Cap Use SetPnt Conservation
1 Electric 0.93 40 gal 80 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name Collector Storage
System Model # Collector Model # Area Volume FEF
None None ftz
DUCTS
~/ -- Supply --
# Location R-Value Area -- Return --
Location Area Leakage Type Air Percent
Handler CFM 25 Leakage QN
RLF
1 Attic 6 648.4 ft Attic 162.1 ft Prop. Leak Free Interior 97.50 cfm 4.19 % 0.03 0.60
TEMPERATURES
Programable Thermostat: Y
Coolin X Jan X Feb Mar
Heating X Jan X Feb X Mar
Venting X Jan X Feb X Mar
A r
X Apr
Apr Ceiling Fans:
Ma X Jun X Jul
X May LX Jun f X~ Jul
X May X Jun X Jul
X Au X Se X Oct X Nov
f X~ Aug f X~ Sep f X~ Oct f X~ Nov
X Aug X Sep X Oct X Nov
X Dec
f X~ Dec
X Dec
4/8/2009 4:30 PM EnergyGauge® USA - FlaRes2008 Page 4 of 6
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
4/8/2009 4:30 PM EnergyGauge® USA - FlaRes2008 Page 5 of 6
FORM 1100A-08
Code Compliance Cheklist
Residential Whole Building Performance Method A -Details
ADDRESS: PERMIT #:
FL,
INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors N1106.A6.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area.
Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors &
frames, surrounding wall; foundation & wall sole or sill plate; joints
between exterior wall panels at corners; utility penetrations;
between wall panels & top/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
to late.
Floors N1106.A6.1.22 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 erimeter, enetrations and seams.
Ceilings N1106.AB.1.2.3 Between walls 8~ ceilings; penetrations of ceiling plane to top floor;
around shafts, chases, soffits, chimneys, cabinets sealed to
continuous air barrier; gaps in gyp board & top plate; attic access.
EXCEPTION: Frame ceilings where a continuous infiltration barrier
is installed that is sealed at the perimeter, at penetrations and
seams.
Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC
rated, installed inside a sealed box with 1/2" clearance & 3" from
insulation; or Type IC with < 2.0 cfm from conditioned space,
tested.
Multi-sto Houses N1106.A6.1.2.5 Air barrier on erimeter of floor cavi between floors.
Additional Infiltration regts N1106.A6.1.3 Exhaust fans vented to outdoors, dampers; combustion space
heaters comply with NFPA, have combustion air.
OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters N1112.A6.3 Comply with efficiency requirements in Table N112.ABC.3. Switch
or clearly marked circuit breaker (electric) or cutoff (gas) must be
rovided. External or built-in heat tra re wired.
Swimming Pools & Spas N1112.A6.2.3 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 um ool heaters shall have a minimum COP of 4.0.
Shower heads N1112.AB2.4 Water flow must be restricted to no more than 2.5 gallons per
minute at 80 PSTG.
Air Distribution Systems N1110.A6 All ducts, fittings, mechanical equipment and plenum chambers
shall be mechanically attached, sealed, insulated and installed in
accordance with the criteria of Section N1110.A6.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for
each s stem.
Insulation N1104.AB.1 Ceilings-Min. R-19. Common walls-frame R-11 or CBS R-3 both
N1102.6.1.1 sides. Common ceiling & floors R-11.
4/8/2009 4:30 PM EnergyGauge® USA - FlaRes2008 Page 6 of 6
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 66
The lower the EnergyPertormance Index, the more efficient the home.
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ftZ)
7. Windows*' Description
a. U-Factor: Dbl, U=0.57
SHGC: SHGC=0.32
b. U-Factor: Dbl, U=0.74
SHGC: SHGC=0.33
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
e. U-Factor: N/A
SHGC:
8. Floor Types
a. Slab-On-Grade Edge Insulation
b. N/A
c. N/A
New (From Plans) 9. Wall Types Insulation Area
Single-family a. Concrete Block - Int Insul, Exterior R=7.0 2235.00 ftZ
b. Frame -Wood, Exterior R=13.0 1067.60 ftz
1 c. Frame -Wood, Adjacent R=13.0 451.92 ftz
5 d. N/A R= ftz
Yes 10. Ceiling Types Insulation Area
3250 a. Under Attic (Vented) R=30.0 3250.00 ftZ
b. N/A R= ftZ
Area c. N/A R= ftZ
768.00 ftZ
11. Ducts
144.00 ftZ a. Sup: Attic Ret: Attic AH: Interior Sup . R= 6, 648.4 ftZ
12. Cooling systems (combined)
ftZ a. Central Unit Cap: 77.5 kBtu/hr
SEER: 14
ftZ
13. Heating systems (combined)
a. Electric Heat Pump Cap: 77.5 kBtu/hr
ftZ
HSPF: 8.15
14. Hot water systems
Insulation Area a. Electric Ca 40 allons
p.
R=0.0 3250.00 ftZ EF: 0.93
R- ftZ b. Conservation features
R- ftZ None
15. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: Date: ~~z Z~,
Address of New Home: lclu ~,~,,/~~ ~ City/FL Zip: C/~,~~~„~,
yQF~$E ST,~~o~
+,/, .-r ,, ,,,11,0
V ~~~~ a
CaU WE~~~
"Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA -
FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home
may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at
(321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified
Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the
Department of Community Affairs at (850) 487-1824.
'`*Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G
of the Florida Building Code, Residential, if not DEFAULT.
EnergyGauge® USA - FlaRes2008
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