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BCP2010-03427° earwater ~,. Development & Neighborhood Services Department 100 S. Myrtle Avenue, Suite 210 Clearwater, FL 33756 Telephone: (727) 562-4567 Fax: (727) 562-4576 www.myclearwater.com BUILDING PERMIT APPLICATION PARCEL NUMBER 67 /~l r' G / 917.E 7 /Dl~- / OaSO PROJECT PROJECT/JOB NAME ~' Z Nn -../ LOCATION PROJECT ADDRESS 9Z` ~~~~~NN, ~ ZIP BUSINESS NAME LEGAL DESCRIPTION OF PROPERTY ~o ~ PHON/E ~9/ 't L / ~~/'?~7''J PROPERTY OWNER NAME ~`` IZ y~ M+~/ POWNERTM ADDRESS y~ y1 ~H~~r„/ /~woi r~~N .~ 1 ~ . (must have phone CITY ?igT,,r STATE ZIP 1~~Jy number) PHONE ~~1 " Z S~ - 7 f ° a FAX NAME T 'I /7 ~ ARCHITECT/ ADDRESS y y 4 ~ ~ p~w ~ Z ~ .+ ENGINEER CITY _~,,}. y STATE / L ZIP PHONE ~/,? - 2 Su - 7 f b ~ FAX E-mail: CONTRACTOR (please print clearly) N 0 ~~ cn v v n~ D ~~ 2 ~ oNrn m ~D O ~ o r- W = N D V v /~ Office Only NAME OF COMPAN~/Y /mot /1 f/„ .•, •~ LIC. HOLDER /7u«~,~1 ~~9ti~/~ PHONE ~~I~ Zf~-7fGu ADDRESS y Y h ~ d ~~i11 ~~,. FAX Contractor E-mail: ~~: ~p .y ~ f~) sir i ~ i ~~ ~ rv i - ,, ` CITY ~ rl STAT _~ZIP 717/ fl .-~ ~~ STATE LICENSE # ~IC ~~GI7~ PCCLB # - r- Contact for this project a-mail: EXISTING BUILDING USE PROPOSED BUILDING USE f~~ N 11 ~=;a-~ Iii NUMBER OF STORIES o~- BUILDING HEIGHT NUMBER OF UNITS I t ~ ~' c f r~ ~ GENERAL D r`' PROPERTY CONSTRUCTION TYPE: I II ~ IV V VI; P OR U I ~~ ~ ~~---~°°--~ ,~ u~ INFORMATION L ~~ ~~~ ~ SQUARE FOOTAGE: LIVING ,3~ ~/ COMMERCIAL 1~.~,- .. =. GARAGE/CARPORT~_OTHER ~ / 0 TOTAL ~~~ ~~ Office Only PLEASEF/LL OUTBACKPAGE-APPL/G4T/ONMUSTBECOMPLETE _....._ F-. ~ r N IF FAX PERMIT, PLEASE ENTER PROPERTY ADDRESS HERE: PROJECT DESCRIPTION: __ . NATURE _. BUILDING ELECTRIC '+~t"LUMBING OF WORK ECHANICAL IGAS FIRE (CHECK =ROOFING L~~ENGINEERING LAND RESOURCES ALL THAT y=,l ANDSCAPING 'UTILITIES ::..?NEAR WETLANDS APPLY) RAFFIC OPERATIONS m~CLEARING $ GRUBBING ::::....:::OTHER TYPE OF WORK: NEW i~...ADDITION ..jREMODEL .REPAIR ...~.jDEMOLITION :....:.,`OTHER VALUATION: $ ~~~, ~~~ (THIS MUST BE FILLED IN, PLEASE PRINT CLEARLI~ BOARD REVIEW REQUIRED:'::......: DRC DATE: CASE (circle one): FL OR FLS # j. 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 any excavation work being done, in order to prevent underground damage. Federal D.O.T. Regulation Part 192, Sections 192.614 and 192.707. 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 THE PROPER AUTHORITIES OF THE PROPOSED DEMOLITION AND RENOVATION PROJECTS. 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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 in violation of these laws or regulations. Any deviation from information submitted, unless approved by the Building Official will render this permit null and void. IS THIS APPLICATION THE RESULT OF A STOP WORK ORDER OR NOTICE OF VIOLATION? YES NO PAYMENT METHOD '~.? CASH ".ICHECK .. ;CREDIT CARD - If paying by credit card include authorization form. Signadae of ~ 2 L / . Pevsvnne/ Date / .. ~ d~c.~i~r, Please Print Name Here / T/dfe In F" orHomenwner I#: 2010128486 BK: ...P.G:._...3.35,,....05/~_/_?,Q~10 at 08: $10.00 ~)~ BURKE ~EI~ C~,F COLrR`~t~'P,I(`TEfI, COUNTY, ~~.. . , ~axw ; t CLKDMOS 'wr~-~` ..',~ t~~z ' i '+ ~~ MAY 1 1 '' ~ ~ v 2~~~ ~ ~ I ty ~~j,4t NOTICE OF M ' ENCEMENT ~~°'"''/ ='' 05 AM, RECORDING 1 PAGES / FL BY DEPUTY CLERK: ~ // s-nrl .r ~-s_~.; sal ,,-?~r~~: i ~;~s courvrv c ~~ ~ ~t tv ti ~? `re (orr:c~oing is a trait ;:_, rn ~ , c! ~ . ; i~ ~c.cords of i.~NNING ~ DE~ELOPti9El~ ~ SL~CS %~S ~ ` ~ _a ~_ ~, _~ _~ t~.~ Permit No. ~C o/o - 0 ~. ;~++r'~--_ Tax Folio No. 7^ ? - y' ~ -OOu - UofU ~~~' ~, ~ ~ ~ 4-~..t~A.9CA...~__ ;a~t~u?~ Cierk THE UNDERSIGNED hereby gives notice that improvements will be made to certain real prop and yin accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. (.Description of property (legal descriptlon): ~f_,1 <'9il,~I j Gfn4lr a) Street (job) Address: q~ ( ~,~~ /h ro .., ~ L'J~,p~~,„ ,~ ~ 2.General description of improvements: ~,,, /, F,~,,.,'/., ~ ~,~~,,,,. v ~ 3.Owner Information L a) Name and address: M~? fi~ n ~~ l~y~ /~.~r4.~ /~rsa ~~~r 1'~ to ~ l w ~ ~ >>l~y b) Name and address of fee simple titleholder (if other than owner) ' c) Interest in property 4.Contractor Information a) Name and address: M ~~ /~...~~ y~ yJ' f9r, f .~ ~~gy' ~~~ r ~ ~~ ~ ~ ~L ~~(~ fi ~ b) Telephone No.: /~~ 2 f~ - 790 ° Fax No. t.) t- S.Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6.Lender a) Name and address: Phone No. 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents maybe served: /tom a) Name and address: ~i 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(ixb), 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 A ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF PINEL 1 Q, ~~ ~~ Notary Public StalA Of FlOnda Sign o Owner or Owner's Authorize flicer/Director/Partner/Manager Holly M EsNar ~ , ~ My Commission OD1i060~b ~o-M1~ Expireslll07/41)13 Print Name The foregoing instrument was acknowledged before me this ~~ day of ~,} , 20 /~ , by yl/J,~„ (~ N/~ GSA ~ (type of authority, e.g. officer, trustee, attorney i fact) for (name of party on b half of whom instr ent wa ecuted). Personally Known ~OR Produced Identification _ Notary Signature Type of identification Produced Name (print) I Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare tha I ha d the foregoing and that the facts stated in it are true to the best of my knowledge and belief. FORMSMOC,rvsd2007 Signature o atura Person ing (m lira 10.) Above ~'~ ~7 o rn ~ Cfl ~ C7 N ~ /"~30' c° _ ~ ~ N LOT 25, .HILLC'2EST ESTATES ~ C RI FIRST ADDITION m ~ D P.B. 63, PG. 48 o~ o r- N ~ C3041l~'!)~!~°1` N003235E y ~ SO,OiO, ~r .. 1 Lf1Y ~ ~ µ~ l ~ V~*~-~C_+ av U~° ~-~ 2 2 o~U ~ ~°` • za . ~ r 15 ' WALL & /OR FENCE m ~ ~ ~_ j & MAINTENANCE EASEMENT ~' _ (PRIVATE) ~ ~ ~ O !J ~ ~ ~ ~ ~ ' i MAR 2 3 2010. ~ ~ tia"~ Q r,o.a y~„4,r LV i 1I r It~ntli ~cV'ELO?N;~:"?~ ~~R`~I~c::~ DE;? ~~Tl , ~ G;T`r U:~ CL~ '1Fi1~`~'AT~R - ~ - co~a~ yr ~ ~~, ~~. 1.~ a o~ C p~ -- 6 - ~LF~ = 30 ~ ~ N FLOOD ZONE "X" PER FEMA - - lr, LETTER OF,MAP REVISION Lit' A~iFA ~O~GY~ io.o' CASE##10-04-1358A DATED S4. FT. MORE OR LESS ,lal FEB. 18,2010 S4. F7'. MORE OR LESS X01 ~o.o" . ', d1 LOT GRADING TYPE /A •~ i o .o ~ 01 ~ ~ I ~ . ~ ~~ dries ~ y `~ " water ' • N m~ier 10' UTILITY EASEN~NT a0-i v z~. o',+ (PUBLIC ) _e_.__. N0~32~3~E ..;:dr~~ 80010 __ ~..._ 4' week 2' CURE 2500 ~~ sun~t~r~' . serwce r. 250t~~ 50' R.O.W. (PUBLIC) AlO SEES CERTIFIED TO: M/I HOMES OF TAMPA, LLC. BEARING BASIS: COMMON. PROPERTY LINE OF LOTS 4, & 5 BEING S 89°59~14~E. PLOT IRAN ONLY I~OT ~ SURV DESCRIPTION: LOT 5, VARSITY ESTATES, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED. IN . PLAT BOOK 136, PAGES 45, & 46, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SCCTfO.N ? _, TOWNSHIP 29 _ S, RANGE 16 ,~ E PINELLAS PRO a:>sii>=x:•a<:>:;,>s :~•;': ------_ ~ C .., <.. .,<; <::<:> FLORID ... :»t: <.:. Nl E ::.:;;€:. B " :,: ,...::. . ' ;...~:Y.~,{:.~:::?:::;v.; :?: i5:2 '(%i.;s rvjh',~tvipS "~~ ~:.'..: y>S:~}.:::$:..k:.A•\l,y>S:~'': .:i::iF:::?~:.: ::.\ii::.i:i:. SR' S ~._.: E I RO VE 0005 FIR FOU D 4 C C OAC ....~ ............:.::::.:::::.:.:::<.::.:.>:.;•.:;:,:.;:.;:.:;:.:::::::::;;s::;-s;:;:::::lS:i>>is>;;rs3~i;`is3iei;'ri;'#;! N IRON ROD S '~'• LAT a FIP FOUND IRON PIPE M.O.L. MORE OR LESS lC G S • FCM FOUND CONCRETE MONUMENT N.G.V,D: NAT'L GEODETIC VERTICAL bATUM ) CALCULATEb MINUTES DATE',' pRM PERMANENT REFERENCE MONUMENT R)S RADIAL .SCALE (M) MEASURED ~ SECONDS' PCP PERMANENT COJJTROL POINT ~ NdD NAIL ANb DISK P PROPOSED L CENTER-LINE ,;, , Sq. FT. SQUARE FEET N .NORTH 3-07~1f"; FNU FOUND PL PROPERTY LINE ELEV. ELEVATION 5 SOUTH J ~L."' ,DEPT. DEPARTMENT R.O.W, RIGHT-OF=WAY E EXISTING E EAST RL:VISIOM: F/T FENCE 71E W WEST ` ,'' MARSHALL-PETROL AND ASSOCIATES INC. 5URVE't IS SUBJECT i~0 A TITLE SEARCH FOR ~„ ` K,, ~ '`~ MATTERS OF RECQRD EFFECTING ~ THE ~ ~,'~ , STJRVEYORS .AND MAPPERS PROPCRTY. BASIS qF BEARING.ARE PLAT, ~ `~~- UNlESS Ol'HERWISE NOTED HEREON. NO. TI oTH:.•J. AR nit,' ~ _ 21.94 MAIN S`I~. SUI;TE ~ IJNI~ERGROUNDIMPR~VEMENTSARESHOWN FLpkR~E0.8Uf~jYO,R.NO X089„ DUNEDINr FL, 34608 HEREON. (NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEALOFAF ORIOAUCENSED PHONIs':7Z7~738-832..1 .FAX.: 727-738-834L SURV ~,~~ ~~,~ EYOR AND M~ppER)~ ~ ,..,,... } FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: A9100019 N l Builder Name: MI HOMES (ENERGY STAR) ~ ~ r• ' Street: 'j1 (, c Ar Permit office: City, State, Zip: , FL , Permit Number: Owner: CORSICA VI 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, EMerior R=7.0 2031.40 ftz 3. Number of units, if multiple family 1 b. Frame -Wood, Exterior R=13.0 886.00 ftz c. Frame -Wood, Adjacent R=13.0 366.64 ftz 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) 3398 a. Under Attic (Vented) R=30.0 3398.00 ftz 7. Windows Description Area b. N/A c. N/A R= ftz R= ftz a. U-Factor: Dbl, U=0.57 360.00 ftz SHGC: SHGC=0.32 11. Ducts b. U-Factor: Dbl, U=0.74 80.00 ftz a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 519 ftz SHGC: SHGC=0.33 12. Cooling systems (combined) c. U-Factor: Dbl, U=0.49 40.00 ftz a. Central Unit Cap: 77.6 kBtu/hr SHGC: SHGC=0.34 SEER: 14.000000589 d. U-Factor: N/A ftz 13. Heating systems (combined) SHGC: a. Electric Heat Pump Cap: 77.6 kBtu/hr e. U-Factor: N/A ftz SHGC: HSPF:8.16 14. Hot water systems 8. Floor Types Insulation Area a. Electric Ca 40 allons p. a. Slab-On-Grade Edge Insulation R=0.0 3398.00 ftz b. N/A R= ftz EF: 0.93 b. Conservation features c. N/A R= ftz None 15. Credits Pstat Total As-Built Modified Loads: 51.21 Glass/Floor Area: 0.141 PASS Total Baseline Loads: 79.51 I hereby certify that the plans and specifications covered by Review of the plans and ~Tk~ sTq? this calculation are in compliance with the Florida Energy specifications covered by this D ~ ~~Y = - p ~ ~ ~ Code. calculation indicates compliance y'v' r,,, '`~ ' ',~o ' ~+ with the Florida Energy Code. ,- ~• rr~,,,, , =€.w;, , `~~~ ~p PREPARED BY: Z ~, Before construction is completed u~ "'- ' ~ DATE: ~F' 9.O this building will be inspected for ~ - j~.7~ a { compliance with Section 553.908 ~ m * I hereby certify that this building, as designed, is in compliance Florida Statutes. ¢ .~ y,S with the Florida Energy Code. G'pjj ~,~0 OWNER/AGENT: BUILDING OFFICIAL: DATE: 7 z 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 Class 1 R leakage to outdoors is not greater then 101.939994812012 cfm at 25 pascals pres ~~F ifr~~~~~1~ 1 with N1110.A.2. 1J 1._w, ~ ~ I 926 EARLHAM DR BCP2010-03427 ~~~ ~ c~ NEW HOME ge® USA - FlaRes2008 Zoning: atlas# 281A I ~~ ' ~ MAR 2 2010 ~ I I ~' ~ ~, 3 U ~-- _ _ I `i c,r,~ :~:- c, , ~ ~~~t,-~rAT,--, ---------.--_-.r..___--`~~. _---3 PROJECT Title: A9100019 Bedrooms: 5 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: CORSICA VI W/ BONUS Conditioned Area: 3398 SubDivision: # of Units: 1 Total Stories: 2 PlatBook: Builder Name: MI HOMES (ENERGY STAR) Worst Case: Yes Street: Permit Office: Rotate Angle: 225 County: HILLSBOROUGH Jurisdiction: Cross Ventilation: No City, State, Zip: , Family Type: Single-family Whole House Fan: No FL , New/Existing: New (From Plans) Comment: CLIAAATE / IECC Design Temp Int Design Temp Heating Design Daily Temp ~/ Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree D ays 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 208 ft 0 3398 ft2 0.5 0 0.5 ROOF / Roof Gable Roof Solar Deck ~/ # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 3800 ft2 0 ft' Medium 0.96 No 1 26.6 deg ATTIC ` / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 3398 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 3398 ftZ 0.11 Wood WALLS # Ornt Adjacent To Wall Type Cavity R-Value Sheathing Area R-Value Framing Solar Fraction Absor. 1 NE Exterior Concrete Block - Int Insul 7 475.52 ft2 0 0 0.75 2 SE Exterior Concrete Block - Int Insul 7 423.84 ftz 0 0 0.75 3 NW Exterior Concrete Block - Int Insul 7 505.2 ft2 0 0 0.75 4 SW Exterior Concrete Block - Int Insul 7 626.8 ft' 0 0 0.75 5 NE Exterior Frame -Wood 13 221.5 ftz 0 0.23 0.75 6 SE Exterior Frame -Wood 13 221.5 ft= 0 0.23 0.75 7 NW Exterior Frame -Wood 13 221.5 ft' 0 0.23 0.75 8 SW Exterior Frame -Wood 13 221.5 ftZ 0 0.23 0.75 9 ?? Garage Frame -Wood 13 366.64 ftz 0.23 0.01 4/8/2009 9:24 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS # Ornt Door Type Storms U-Value Area 1 SW Wood None 0.46 40.8 ft2 2 SW Wood None 0.46 16.4 ft2 WINDOWS Window orientation below is as entered. Actual orientation is modified b rotate an le shown in "Pro'ect" section above. / Overhang V # 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 40 ft~ 0 ft 18 in 0 ft 0 in HERS 2006 None 2, NE Metal Low-E Double Yes 0.57 0.32 40 ftz 0 ft 19 in 0 ft 25 in HERS 2006 None 3 NE Metal Low-E Double Yes 0.49 0.34 40 ftz 0 ft 84 in 0 ft 0 in HERS 2006 None 4 SE Metal Low-E Double Yes 0.57 0.32 40 ft2 0 ft 19 in 0 ft 0 in HERS 2006 None 5 SE Metal Low-E Double Yes 0.57 0.32 40 ftZ 0 ft 19 in 0 ft 16 in HERS 2006 None 6 SW Metal Low-E Double Yes 0.57 0.32 40 ftz 0 ft 18 in 0 ft 12 in HERS 2006 None 7 SW Metal Low-E Double Yes 0.57 0.32 40 ft2 0 ft 19 in 0 ft 16 in HERS 2006 None 8 SW Metal Low-E Double Yes 0.74 0.33 40 ft2 0 ft 91 in 0 ft 48 in HERS 2006 None 9 NW Metal Low-E Double Yes 0.57 0.32 40 ftZ 0 ft 18 in 0 ft 12 in HERS 2006 None 10 NW Metal Low-E Double Yes 0.57 0.32 40 ft= 0 ft 18 in 0 ft 36 in HERS 2006 None 11 NW Metal Low-E Double Yes 0.57 0.32 40 ftz 0 ft 19 in 0 ft 16 in HERS 2006 None 12 NW Metal Low-E Double Yes 0.74 0.33 40 ftz 0 ft 204 in 0 ft 48 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 3209 7.08 176.2 331.3 0 cfm 0 cfm 0 0 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 Split SEER: 14 60 kBtu/hr cfm 0.79 2 Central Unit Split SEER: 14 17.6 kBtu/hr cfm 0.79 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump None HSPF: 8.3 60 kBtu/hr 2 Electric Heat Pump None HSPF: 7.7 17.6 kBtu/hr 4/8/2009 9:24 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 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 Collector Storage Cert # Company Name System Model # Collector Model # Area Volu me FEF None None ftz DUCTS / ---- Supply ---- -- Return -- Air Percent ~/ # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 519 ft2 Attic 129.75 Prop. Leak Free Interior 101.94 cf 4.38 % 0.03 0.60 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling X Jan E [X]] Feb [[X]] Mar X Apr X May X] Jun [X Jul f X Au X Se X Oct X] Nov X Dec Heating X~ Jan [X] Feb [X] Mar X~ A r X~ Ma X] Jun [X~ Jul f X~ Aug f X~ Sep f X~ Oct f X] Nov f X~ Dec Ventin [X Jan [X]] Feb [X Mar L p X A r Y X Ma [X] Jun [X Jul L [X Au [X Se [X Oct [X] Nov [X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 .66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/8/2009 9:24 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 ~I , U 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.A6.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the to late. Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the erimeter, enetrations and seams. Ceilings N1106.A6.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.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.AB.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.A6.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.A6. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.A6.2 Separate readily accessible manual or automatic thermostat for each s stem. Insulation N1104.A6.1 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 9:24 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 64 The lower the EnergyPerformance 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: Dbl, U=0.49 SHGC: SHGC=0.34 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 2031.40 ftz b. Frame -Wood, Exterior R=13.0 886.00 ftz 1 c. Frame -Wood, Adjacent R=13.0 366.64 ftz 5 d. N/A R= ftz Yes 10. Ceiling Types Insulation Area 3398 a. Under Attic (Vented) R=30.0 3398.00 ftz b. N/A R= ftz Area c. N/A R= ftz 360.00 ftz 11. Ducts 80.00 ftz a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 519 ftz 12. Cooling systems (combined) 40.00 ftz a. Central Unit Cap: 77.6 kBtu/hr SEER: 14.000000589 ftz 13. Heating systems (combined) a. Electric Heat Pump Cap: 77.6 kBtu/hr ftz HSPF: 8.16 14. Hot water systems Insulation Area a. Electric Ca 40 allons p R=0.0 3398.00 ftz R- ftz EF: 0.93 b. Conservation features R- ftz None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ~~1~sT9 Construction through the above energy saving features which will be installed (or exceeded) .~O = ?bo in this home before final inspection. Otherwise, a new EPL Display Card will be completed y~-,,,~''-, = : ,,~,,. { based on installed Code compliant features. rr ,,,,,,,, ~:,; ~", o Builder Signature: ~ Date: ? 2L ~ - -i`~ '''. ,., a° y * ~ Address of New Home:rj'Z~ C'g~/~,~,~ ~ City/FL Zip: l/~,~~~,~~~ ~ ~, ~~. CoD ,W~,~v *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 62.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 °'C~earwater Planning & Development Department 100 S. Myrtle Avenue, Suite 210 Clearwater, FL 33756 Telephone: (727) 562-4567 Fax: (727) 562-4576 www.myclearwater.com/epermits RESPONSE TO COMMENTS/PLAN AMENDMENT APPLICATION (PLEASE PRINT CLEARLY) Building Permit Number: Project Address: Project Name: ~C~~o/u - Q~~~ ~/1 1~w~ ^ Permit has been issued (Plan Amendment) I~ Permit has not been issued (Response to Comments) Detailed Description of Changes: ~'ef a~~ ~~© p~~~,~~ ~~ +'i "R~ i~v L R G H' U Fi F~~~f~ivet!/e~1~e~0rty. ~i. ~~/„/i,4~ Co w......~1 ^ See attached cover letter for details Any change in Job Valuation: $ Contractor Name: / ~o ~.~~ Ci.~~,~~.~/ (License Holder) Contractor License Number: PCCLB: Contact Person for this project (if other than Contractor): l' (J~,,~ , (Please Print) Contact Phone: G ~~'~(3 - Z~q Signature 926 EARLHAM DR BCP2010-03427 RTC M/I HOMES Zoning: Atlas #: 281A Contact Fax: ~~1- Z Z G -~ 7/ Revised 03-2010 RESIDENTIAL PLAN REVIEW CHECKLIST DATE: l ~ Permit Number -- Project Name ~ "~ ~ Project Address M ~ Project Description ~~ Reviewed By ~ Rev. 1 /29/20 10 CODE SECTION ITEM O.K. / COM T CODE SECTION ITEM O.K. / COMM T Florida Architect or Engineer 1504.1 Component and Cladding FEBC Existing Bldg. (Alt. Lvl. Requirements) Manufacturers Performance Test 51.02 Flood Zone -FIRM Panel # Manufacturers Installation Instruction Flood Zone Lines Indicated 1511 Rooftop Structurers/Mechanical units FB 9.7 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. T602.2(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" Typical 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/$" FBC13-600 Energy Efficiency Calculations Columns W/ Connection T&B 13-602-605 Insulation Tie-Beams/precast Lintels R319/320.7 6" Clearance, Exterior Finish to Grade l Mechanical Units Shown R905.22 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 ~~G ~~~~ , ~, ~-~ ~ ~ wry--~ ~.(~~. ~ ~- 7~-17(J~,~ r .c ~~ s~f`~~L~_ ~p~ ~v~u~ c~ c ~ ~: ~ 2.- "~ ~~~ ~ , "r.. ~ ~ ~ l ~ ~` ~ ~p ,-~ - ___ ---__.~.._~__.w ._.__._..a. ~~~ ~ ~ (z ~ -~~~ . ~~~ ~, ,~ r ~~ ~ ~~ ~ ~~r~-°~ ~3~ A ~ ~ ~~-~ ,^ ~~~~~~ ~ l , ~~ ~ P~ ...~ ~ t 3 ~ I , t 3 f ~~~ ! ~ I . I ~ ~ ~ ~ ~~ l , ~~ r ~ ~- ~ ~~ ~ ~-~~ r=te ~ :.- ,~ ~ , 3 5~ .~ P 1 ~~ ~.__~ .~ - ~'_~= 1 M/I HOMES mihomes.com Friday, April 23, 2010 City of Clearwater -Development Services Department -Building Division 100 S. Myrtle Ave Clearwater, FL 33756 Attn: Jack Fahey {f~/,~oi v - b?y ~7 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 #: VE005, Corsica6, "B" elevation Comment: Please acknowledge that a current plot plan will be provided indicating flood lines. Response: A plot plan will be provided indicating flood lines as required. Comment: Complete flood review could not be done. Area of construction has multiple BFE's. Response: An elevation certificate shall be provided. Comment: Verify 30" round & 4"x41" windows meet DP's Response: Detail sheet D2 deleted -Sheet references standard wind pressures based on Mean Roof Height of 30' and 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 Corsica6, "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 pressures calculated from Table R301.2(3) using Exposure Category "C", 1.25 multiplier and 17.5' Mean Roof Height. Sliding Glass Door (SGD) FL#12274.6 Calculate design pressure for an 12080SGD, using 130mph column, Zone4, 50sf & -29.8psf from Table 301.2(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 #FL00503 for "Design Pressure Capacity Chart", enumerating a max. size 144.00"wide x 96.00"high SGD with design pressures of +40 & -40.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 hung product approval sheet 3 of 6, dwg# FL00265 for "Design Pressure Capacity Chart", enumerating a 37.00"wide x 63.00"high rectangular SH window with design pressures of +40.0 & -72.2psf (shutters installed for impact protection requirement) 926 EARLHAM BCP2010-03427 RTC M/I HOMES Zoning: DR C~ Suite 200, Tampa, FL 33634 813-806-1948 Fax Atlas #: 281A - ~--- April 23, 2010 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 +40.0 & -40.Opsf. Pressure interpolated between 54.6" & 72" high windows (shutters installed for impact protection requirement) Single Hung (SH) windows FL#11654.9 Calculate design pressure for a CD25 (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 3 of 6, dwg# FL00049 for "Design Pressure Capacity Chart", enumerating a 74.13"wide x 63.00"high rectangular SH window with design pressures of +40.0 & -58.6psf (shutters installed for impact protection requirement) See below for vertical mullion. Single Hung (SH) windows FL#11654.7 Calculate design pressure for a C34 (SH window) w/ %2 round above, 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# FL00574 for "Design Pressure Capacity Chart", enumerating a 53.1"wide x 50.6"high rectangular SH window with design pressures of +40.0 & -49.4psf See Fixed Glass window product approval sheet (FL#11391) 1 of 2, dwg# FL 00523 for "Design Pressure Capacity Chart", enumerating a 66.00"wide x 36.00"high %2 round FG window with design pressures of +51.3 & -51.3psf (shutters installed for impact protection requirement) See below for vertical & horizontal mullion for this configuration. Single Hung (SH) windows FL#11654.11 Calculate design pressure for a SH3050 (SH window), using 130mph column, Zones, 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 hung product approval sheet 5 of 6, dwg# FL 00261 for "Design Pressure Capacity Chart", enumerating a 36.00"wide x 60.00"high rectangular SH window with design pressures of +40.0 & -75.Opsf (shutters installed for impact protection requirement) Single Hung (SH) windows FL#11654.7 Calculate design pressure for a SH4050 (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# FL 00574 for "Design Pressure Capacity Chart", interpolate window design pressure from rectangular 53.1 "wide x 72.00"high rectangular SH window with design pressures of +40 & -40.Opsf (shutters installed for impact protection requirement) Window Mullions FL#8905.1 (horizontal mullion) See Mullion product approval sheet 1 of 2, dwg#08-00138 for "Design Pressure Capacity Chart", enumerating a design pressure of 100.5psf for a horizontal mullion configuration with a transom over 1 window w/ 53.00" height &53.13" width. This pressure exceeds the required design pressure for the C34 window w/1/2 round transom at the front elevation as indicated above. (shutters installed for impact protection requirement) • Page 2 of 3 April 23, 2010 r _. Fixed windows (FG) FL#11391.10 Calculate design pressure fora 4' x 3' FG window (avg. size used for trapezoid windows above SGD, rear elevation) 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 1, dwg# FL 00522 for "Design Pressure Capacity Chart", enumerating a 48.00"wide x 36.00"high rectangular FG window with design pressures of +46.6 & -46.6psf (shutters installed for impact protection requirement) Fixed windows (FG) FL#11391.10 Calculate design pressure fora 4' x 4' 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 1, dwg# FL 00522 for "Design Pressure Capacity Chart", enumerating a 48.00"wide x 48.00"high rectangular FG window with design pressures of +40.0 & -57.2psf (shutters installed for impact protection requirement) Fixed windows (FG) FL#11391.10 Calculate design pressure fora 7'-0"x1'-8" (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 1, dwg# FL 00522 for "Design Pressure Capacity Chart" enumerating a 84.00"wide x 24.00"high rectangular FG window with design pressures of +40.0 & -49.7psf (shutters installed for impact protection requirement) Fixed windows (FG) FL#11391.13 Calculate design pressure fora 30" round (FG 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 x 1.25 = - 50.9psf 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 +60.0 & -75.Opsf (shutters installed for impact protection requirement) Comment: Sheet D6 notes reference wall framing design wind speed of 120mph. Response:120mph wall construction note deleted Pleas~~a,-~ip~'E~s,,j$ate to contact me directly if you need additional clarifications. YA "Yap\~'~-J~• l ~ ~ S ,.. ~Sihc~reh~=, ~ ` ,,~ ~: ~ ,,•• ~, ~ ~ - ~~ 1, ' / ~ ~ ~r i' > ~, I~A.u ST 4 ~•~ '•Y, '` s T. F~eYggert~,~ ~'~ ~Divd~~pq Architec,~,•'I~/I k~omes, Tampa '' .i'~ ~ t • Page 3 of 3