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Home My WebLink About94-4300 . . BUILDING PERMIT Permit N~ CiTY OF ZEPHYRHILLS (813) 788-6611 43008 9-1'I-Ytt / I :J 1->"0 Fn\ /)0,(/1/ ~ ~RICA0> PLUMBING MECHANICAL Sewer Conn j- () J Water Conn: P,"perty owne'7i~ ~~ }7fc {/~a": Meje, JobAddress:~_ _ __ _~ T.I.F. s. ParceII.D.# /J--:J-6cJ-/- 00>"0.. OG'1...5'Z>O- 0/.;20 Zoning: Energy Code: Radon Gas: 3.0l... tJ Description of wo;;- 'R A-T'"J??. /2 d1 /~ Date NO OCCUPANCY BEFORE C,O, FINAL /I-;;J DATE Complete Plans, Specifications and Fee Must Accompany Application. C,Q, All work shall be performed in accordarce with City Codes and Ordinances. City License Registration # State Certified License# 8:r..,- Permit Fee Signature Company Address Telephone# Inspector Valuation or Contract Price / d... //In:). c7lJ " jjJa.AL !/1r~ ELECTRICAL cJ.? / PLUMBING MECHANICAL r- 2t: C~ ~~ , BUILDING Tp. Servo Rough In t e ""J..l.o-~ Lt Bot- Meter Can Canst. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway SH!ltt1h.Mr 10- 4- ql.f 6tU- REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. i McAdams Addition WIND LOAD ANALYSIS for: Ryman Construction by: Catalano Engineering, Inc. 8/12/94 Page 1 I.) Location: Pasco County, Florida II.) Design wind velocity: 100 (mph) III.) Construction: I-story Gable roof Fiberglass shingles 1/2" CDX roof sheathing Wood trusses Masonry construction Slab on Grade, (4") Stem wall footing IV.) Geometry Height of ridge (ft.): 14.0 Mean roof Height = 11.0 ft Height of eave (ft.): 8.0 Building Length (ft): 20.0 Building Width (ft.): 16.0 Roof pitch ("per ft. hz.): 4.0 Roof overhang (ft): 1.0 Longitudinal exposure = 292.0 sf Transverse exposure = 188.0 sf Plan area under roof = 374 sf Page 2 McAdams Addition " v.) Horizontal pressure: P = Pv(GCp)(I) McAdams Addition Use Factor (I) = 1.0 Velocity Pressure (Pv) : Height (ft) Pv (pst) 0-15 21.0 20 23.0 40 28.0 60 31.0 Pressure coefficient (GCp) : Zone Transverse Parallel Location , 1 0.80 N/A Sidewall 2 -0.75 -1.00 Roof 3 -0.75 -0.65 Roof 4 -0.70 N/A Sidewall 5 N/A 0.65 Endwall 6 N/A -0.55 Endwall Transverse pressure (Ph) : Longitudinal pressure (PI) : Height (ft) Pressure (pst) 0-15 31.5 15-20 34.5 20-40 42.0 40-60 46.5 Height (ft) Pressure (pst) 0-15 25.2 15-20 27.6 20-40 33.6 40-60 37.2 Therefore ; "Transverse pressure governs horizontal design" Page 3 '. VI.) Uplift pressure (U): Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : U=Pv( GCp )(1) McAdams Addition :::~~;ZineI:: :~lrtarlSverse ~':~:::Paiiimet~t :~}Uooat1on::. ... .........................-...... ............................ ........--..................... ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. .. -........... . . ...,.................... 1 O. 80 N/A Sidewall 2 -0. 75 - 1 .00 Roof 3 -0 75 -0. 65 Roof 4 -0. 70 N/A Sidewall 5 N/A O. 65 Endwall 6 N/A -0. 5 5 Endwall Height (ft) Pressure (pst) 0-15 -15.8 15-20 -17.3 20-40 -21.0 40-60 -23.3 Height (ft) Pressure (pst) 0-15 -21.0 15-20 -23.0 20-40 -28.0 40-60 -31.0 Therefore ; "Longitudinal pressure governs uplift design" Page 4 r:::; Catalano, P. E. 8/12/94 VII.) Net Uplift McAdams Addition Roof Deadloads: (SBC Appendix A) Element Description Weight (pst) Covering Fiberglass Shingles 2.0 Sheathing 1/2" CDX 1.6 Framing Wood Trusses @ 24" o.C. 6.0 Ceiling 1/2" Gypsum 2.2 Total Roof Load = 11.8 psf Height (ft) Uplift Pressure(pst) Roof Load (pst) Net Uplift (pst) 0-15 -21.0 11.8 -9.2 15-20 -23.0 11.8 -11.2 20-40 -28.0 11.8 -16.2 40-60 -31.0 11.8 -19.2 VIII.) Hold-down at truss connection: Maximum truss length = 28.3 ft (Assumes building width + 2 x overhang) Truss spacing (ft) = 2 ft Height (ft) Contrib. area (st) Net Uplift (pst) **Uplift per brg. (Ibs) 0-15 56.7 -9.2 -260.6 15-20 56.7 -11.2 -317.3 20-40 56.7 -16.2 -458.9 40-60 56.7 -19.2 -543.9 ** SpecifY hold-down accordingly, FS 'built in' to Mfr's tables. Page 5 IX.) Overall Moment Stability (Overturning): Resisting Moment: Dead loads above slab: Roof area: Dead Weight: Total Weight = Exterior Walls: Wall height: Unit weight: Total Weight = W(1) 374.0 sf 11.8 psf 4413.2 Ibs McAdams Addition (Neglect overhang; conservative) 72.0 If 8.0 ft 45.0 psf( SBC Appendix A) 25920.0 lbs Interior Walls: 0.0 If Wall height: Unit weight: Total Weight = Total Resisting Dead Load (W) : Dead Load Moment Arm ( I ) : Resisting Moment (RM) = Overturning Moment: U rft 8.0 ft 8.0 psf ( SBC Appendix A) 0.0 lbs 4413.2 25920.0 Total Resisting Dead Load = 0.0 30333.2 lbs 30333.2 lbs 8 ft, Width / 2 242.7 ft-kips U(1) + P(h) 0-15 31.5 14.0 441.0 7.0 3.1 61.7 15-20 34.5 -1.0 0.0 14.5 0.0 0.0 20-40 42.0 -6.0 0.0 17.0 0.0 0.0 Jp 1 Height: 0-15 15-20 20-40 40-60 Roof area: 374.0 0.0 0.0 0.0 Gross Uplift : -21.0 -23.0 -28.0 -31.0 Total Uplift (U) = -7854.0 0.0 0.0 0.0 Moment Arm (1) : 8.0 8.0 8.0 8.0 Uplift Moment = -62.8 0.0 0.0 0.0 Horizontal Pressure: Height: Pressure: Contrib. Height: Total hz. Pressure = Moment Arm (1) : Unit Pres. Moment= Hz. Pres. Moment = Page 6 sf psf lbs ft ft-kips McAdams Addition . Height: 0-15 15-20 20-40 40-60 Total Resisting Moment: 242.7 242.7 242.7 242.7 242.7 x 2/3 = 161.8 161.8 161.8 161.8 161.8 Uplift Moment : -62.8 0.0 0.0 0.0 -62.8 Hz. Pres. Moment: -61.7 0.0 0.0 0.0 -61.7 Overturning Mmt. = -124.6 0.0 0.0 0.0 -124.6 Note: If OM < 2/3 RM, hold-downs are not required. Required tie-down force (T): ( Factor of Safety 'built in' to Mfr's tables.) Therefore: T x b + RM > or = OM. where, b= building width. T = (OM-RM) 1 b = I -7381 Ilbs ** Specify tie-down accordingly, FS 'built in' to Mfr's tables. x.) Girder Uplift: 1.) Two (2) Point Bearing, Symmetric. NIA Girder Contrib. area (sf) Height (ft) Net Uplift (psf) Uplift per brg. 11.0 -9.2 0.0 11.0 -9.2 0.0 11.0 -9.2 0.0 Girder Mark 2.) Other configurations ie. three (3) point brg. Contrib. Height (ft) area (sf) (Mn. roof) 11.0 11.0 Net Uplift (psf) -9.2 -9.2 NIA # Brg. Points Max. Uplift Reaction (lbs) Page 7 XI.) Shear: McAdams Addition Load to ceiling/roof dia )hragm: Height: 0-15 15-20 20-40 40-60 Total T ota! hz. Pressure = 315.0 0.0 0.0 0.0 315.0 pvlf 0.0 3150.0 lbs 3150.0 lbs Total shear transferred to sidewall = Unit Shear at roof diaphragm: v=R/b Unit Shear ( v ) =1 196.91 0.01 0.01 0.01 196.91plf Unit Shear at Midheight walls (v'): (Design case) Total width of openings at mid-height wall : o ft Length of wall available to resist shear = 16 ft Unit Shear @ Midheight ( v' ) = Select structural element to resist v' from SBC tables ie. 1710.2B Shear capacity of structural element: 1050 plf Fv=35psi x 2(1.25si x 12")/ft=1050 plf. Required length of transverse shearwall =1 3.0 1ft Longitudinal shear: Height: 0-15 15-20 20-40 40-60 T ota! Pressure: 25.2 27.6 33.6 37.2 Contributing Height: 7.0 -1.0 -6.0 -26.0 Unit Hz. Pressure = 176.4 0.0 0.0 0.0 Reaction (R) = 1411.2 0.0 0.0 0.0 1411.2 Unit shear (v=R/l) = 70.6 0.0 0.0 0.0 70.6 Tot. opngs. @ mid ht 3.0 3.0 3.0 3.0 3.0 Unit Shear (v') = 83.0 0.0 0.0 0.0 83.0 Ibs ft Required length of longitudinal shearwall =1 1.3 I ft Page 8 4. .L.~l-L""'U.L.J.v .L L..VVJ,\. LLJ.;"vn~ .J..v1'(v., r 1 ,- -:::'1"' IV' ~ n.::::> l 1- ( ~,., ^-J S Y) 0 "'- So e ****************************************** CONTRACTOR SF~ . BUILDER II\-'\. C _1- .11 " ~~ ~ Company Jv'\",....., Jat:J~~~~6'f-J State Cert, or Regist, 1F C&Q.-b.s'6I~""'- Signature ~ ' -- .,- City License Regis tration IF h - ~S ~~ : ***************************************** ET ECTRTCTAN ' ~ ~ ~. ~ f?----Jo U \.." C"'>\ . ( - ' ~_ _ ~~ Company J-I~"""t r f'o..J c:::: eC"Tf ~ I <2- State Cert, or Regist, 0 - City License Registration # ~7/ ****************************~************* Sismature Signature Guntpany S-tat-e..Ce-r.t.. - Q..t:,..Re.gi.s.t.,--.if' City License eg~s rc ************************************* APPLICATION fOR PERKIT CITY OP ZEPBYRHILLS BUILDING DEPARTMENT OWNER'S NAKE EDL..OAlLf'\ N\C. AOAms. PHONE 76B'i.s;J4-BCo OWNER'S ADDRESS 53~q 6A:..\StAmA Da..'lUc.. - z-h'/l \s JOB ADDRESS SA fY\ e LEGAL DESCRIPTION: LOT(S) \ '2-. BLOCK 6> SUBDIVISION~~~~~ \ S~ A-oo. PARCEL I. D.' 17. - 2(.0 -L.l- (:;(J 4:-D - 00 S- 0 .J 0 I 20 (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:_New Construction ~ddition ----Alteration ~epair _Install _Sign ~ove _Deaolish PROPOSED USE: _Single Faaily ~/p _' of Units _M/H _ec-ercial _Indust. _Swia. Pool _Other _Restaurant & Health Departaent Approval DESCRIPTION OP WORK: BUILDING SIZE: \ ~ Roo,,^" ~a~-\-{ D6U X 20, ~~D Square Feet, ~( Height RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OP BUILDING PLANS & (1) SET ENERGY FORMS. COMKERCIAL: ATTACH (3) SETS OP BUILDING PLANS & (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED _BUILDING $ Valuation of Total Construction _ELECTRICAL AMP Service Plorida Power Corp. W.R.E.C. ~ClWlICAL $ Valuation of Mechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OP CONSTRUCTION: _Block _Praae _Steel Other FIIUSBED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO ****************************************.* CONTRACTOR SECTION BUILDER ~ COKPAHY ~ ~LU,.1-~~ \ ~ State Cert. or Regist. , <:0' A- Signatur~~ ~ City License Registration' .*********.*............**...*............ ELECTRICIAN COMPANY State Cert. or Regist. . City License Registration . .....**..****....**..**.....*.*..**....*.* ({iT c.. {\ e o.~ SiQTlAture PLUKBER COKPAHY State Cert. or Regist. , Signature City License Registration . ****.*****************.******************* MECHANICAL COMPANY State Cert. or Regist. t Signature City License Registration . *****************..*********.......**.**.. OTRRR COMPAHY State Cert. or Regist. . Signature City License Registration , ..**...*.*.*.**********..***.**.****.***** APPLICATION APPROVED BY PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS Tbe undersigned understands that this pertit lay be subject to "deed restrictions" wbicb lay be lOre restrictive than City regulations. !be undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSEP CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lay be cited for a lisdeJeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirelents laY apply for the intended work, they are advised to contact the City of Zepbyrhills Building Departlent, (813) 788-6611. FurthertOre, if the Otlner bas bired a contractor or contractors, he is advised to bave the contractor(s) sign portions of the 'Contractor Sections' of this application for which they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that aay be an indication that he is not properly licensed and is not entitled to pertitting privileges in.the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of 'Florida's Construction Lien Law - HOIIeOWIler's Protection Guide" pt'epared by the Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is sOleone other than the 'owner", I certify that I have obtained a copy of the above described docUleDt and prOlise in good faith to deliver it to the "owner" prior to COIleDCl!leIlt. E. CONTRACTOR'SjOWNER'S AFFIDAVIT I certify that all the inforaation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, loning, and land developlent. Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation has cOllenced prior to issuance of a pertit and that all work will be perforJed to leet standards of all laws regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other goverDIeDtal agencies lay apply to the intended work, and that it is IY responsibility to identify wbat actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: · Departlent of EnviroDlental Regulation - Cypress Baybeads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater TreatJent · Southwest Florida Water Managelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses · Arty Corps of Engineers - Seawalls, Docks, Navigable Waterways · DepartJent of Health & Rehabilitative Services, EnvirODlental Health Unit - Wells, Wastewater !reatJent, Septic Tanks · US EnvirODlental Protection Agency - Asbestos abatelent I also certify that, if fill laterial is to be used in Flood Zone "An or "A,etc.", it is understood that a drainage plan addressing a 'cOIpensating volUle" will be sublitted which is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A perlit issued sball be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall beCOle invalid unless the work authorized by such pertit is COIIeIlced within Sil IOnths of issuance, or if work authorised by the pertit is suspended or abandoned for a period of Sil IODtbs after the tile the work is cOllenced. One 90 day eItension of tile, lay be allowed for the perlit with fee charge of $15.00. The eItension sball be requested in writing to the Building Official. An approved inspection lUst be logged during each sillOnth period, or the project will be considered abandoned. WARMING TO OO'ER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMBNT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVKMKN1'S TO YOUR PROPERTY. IF YOU INTBlfD TO OBTAIM FlKAMCING, COMSUL! WITH YOUR LBlfDER OR AM AnORMEY BEFORE RECORDIMG YOUR MOTICE OF COMMBMCBMENf. JOBS UMDER $2,500 1M VALUE 00 NOT NEED TO RECORD AMD POST A "NOTICE OF COMMENCEMENT". STATE OF FLORIDA COllM1'Y OF The foregoing ins~rument was acknowledged before me thi,f'tP(/'f4 ' 19.:t..!L by PEp...50/f/fJ /... LY If nJo w IV who is personally known to me or who has produced as identification and who did/did not ta~~~_ (Signature) (Nam~ Typed, Printed or Stamped) NOTARY PUBLIC STATE OF FLORIDA coum OF The foregoing instrument was acknowledged before me this .sEPT Pf ' 19..!lL by PEItSOttlF/-4.LY KIf}OWtV who is personally known to me or who has produced as identification and who did/did not ta~~~- (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC #'o",V,+ W^ DONNA M SINCLAIR * * My Commission CC382818 01' Expires Jun. 14, 1Qg8 ~~ Of F\.a~~" D~"'Y "lb.. "'6~~ *oI'lllifll~ * 4", a< ,,-o"'~ DONNA M SINClAIR My Commiesion CC382818 Expires Jun. 14,1Qg8 Department of Community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93. Residential Whole Building~rformance Method A PROJECT NAME: MC.A-~~~ _ BUILDER: '1'"\'-1 MA-1\J AND ADDRESS: S '3 'S~ ~I'\-\s ~ ~ I\,- ~~~~i;~ ~~~~T~ 1':::1 51_1 61_1 OWNER\;""C> MCL~a~s PERMIT }fer. 9'3'-' to {3 JURISDICTION NO'~llb~D 1. New construction or addition 1. Addition 2, Single family detached or Multifamily attached 2. 3. If Multifamily-No. of units 3, 4, If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq.ft.) 5, 320.00 6. Predominant eave overhang (ft.) 6. 2.00 7, Porch overhang length (ft.) 7. 0.00 8, Glass area and type: Single Pane a. Clear Glass 8a. O.Osqft b. Tint, film or solar screen 8b. 37.4sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 10.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) b. Adjacent: 1. Concrete (Insulation R-value) 11,Ceiling type area and insulation: a. Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system ,.. 14.Heating System: 16.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) . 19.EPI (must not exceed 100 points) a. Total As-Built points b, Total Base points SN: 2165 CENTRAL o Double Pane O.OOsqft O.OOsqft 9a.R= 0.00 , 56.00 ft 10a-1 R= 5.00, 405.64sqft____ 10b-1 R= 5.00, 144.00sqft____ 11a,R=30.00 , 350.00sqft____ 12a. R= 13. Type: 6.00, uncond Packaged A/C EER: 7.60 Packaged HP COP: 2.50 14. Type: 16. 17. 18. 2 CF CV 19. 19a. 19b. 70.65 3277.48 4638.85 --------------------~~--------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and specifications covered by this calcu- lation are in an with the Florida Ene y Code. Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553,908 F.S. I hereby certify that this building is in compliance w' orida Energy Code, BUILDING DATE: /JL{ - OFFIC;y:!" f - _'A.A~4...Q. 9-/ -9' ~***~************************************************************************** ~ SUMMER CALCULATIONS ***~*************************************************************************** === BASE === I === AS-BUILT === =============================================================================== ~~i~--~;~-~-;;;;-:- POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS N S 18.68 18.68 82.2 82.2 1535.5 I SGL TINT 1535.5 SGL TINT N S 18.7 18.7 51.5 98.3 .83 .66 794.8 1213.0 ------------------------------------------------------------------------------- .15 x CONDo FLOOR / TOTAL GLASS = ADJ. x GLASS = AREA AREA FACTOR POINTS ADJ GLASS POINTS GLASS POINTS ------------------------------------------------------------------------------- .15 320.00 37.36 1.285 3,070.99 3,945.60 I 2,007.82 =============================================================================== NON GLASS------------ I AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS WALLS---------------- Ext 405.6 1.0 405.6 Adj 144.0 .7 100.8 DOORS---------------- Ext 21.0 4.8 100.8 Ext NormWtBlock In Adj NormWtBlock In 5.0 5.0 405.6 144.0 1.00 .60 405.6 86.4 Ext Insulated 21.0 4.80 100,8 CEILINGS------------- UA 320.0 .6 192.0 Under Attic 30.0 350.0 .60 210.0 FLOORS--------------- SIb 56.0 -31.8 -1780.8 Slab-on-Grade .0 56.0 -31.90 -1786.4 INFILTRATION--------- 320.0 10.9 3488.0 Practice #2 320.0 10.90 3488.0 =============================================================================== TOTAL SUMMER POINTS I 6,452.04 4,512.26 =============================================================================== TOTAL x SUM PTS SYSTEM = MULT COOLING I TOTAL POINTS COMPON x CAP x DUCT x SYSTEM x CREDIT = COOLING RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 6,452.04 .37 2,387.25 I 4,512.26 1.00 1.100 .446 .860 1,903.80 =============================================================================== ~***~************************************************************************** ~ WINTER CALCULATIONS ***-~************************************************************************** === BASE === I === AS-BUILT === ------------------------------------------------------------------------------- -------------------------------------------------------------.------------------ ~~i:--~;~-~-;;~;-:- POINTS I TYPE SC ORIEN AREA x WPM X WOF = POINTS ------------------------------------------------------------------------------- N S 18.68 18.68 -3.4 -3.4 -63.5 I SGL TINT -63.5 SGL TINT N S 18.7 18.7 9,6 -10.2 1.10 ,68 197.8 -130.5 ------------------------------------------------------------_._----------------- .15 X CONDo FLOOR / TOTAL GLASS = ADJ. X GLASS = AREA AREA FACTOR POINTS ADJ GLASS POINTS GLASS POINTS -------------------------------------------------------------.------------------ .15 320.00 37.36 1.285 -127.02 -163.20 I 67.27 =============================================================================== NON GLASS------------ I AREA X BWPM = POINTS TYPE R-VALUE AREA X WPM = POINTS -------------------------------------------------------------.------------------ WALLS---------------- Ext 405.6 1.1 446.2 Adj 144.0 1.8 259,2 DOORS---------------- Ext 21.0 5.1 107.1 Ext NormWtBlock In Adj NormWtBlock In 5.0 5.0 405.6 144.0 2.90 1.90 1176.4 273.6 Ext Insulated 21,0 5,10 107,1 CEILINGS------------- UA 320.0 .6 192.0 Under Attic 30.0 350.0 .60 210.0 FLOORS--------------- SIb 56,0 -1.9 -106.4 Slab-on-Grade .0 56,0 2,50 140.0 INFILTRATION--------- 320.0 4.1 1312.0 Practice #2 320.0 4.10 1312,0 =============================================================================== TOTAL WINTER POINTS I 2,046.90 3,286.32 =============================================================================== TOTAL X WIN PTS SYSTEM MULT = HEATING I TOTAL POINTS COMPON X CAP X DUCT X SYSTEM X CREDIT = HEATING RATIO MOLT MULT MULT POINTS -------------~----------------------------------------------------------------- 2,046.90 1.10 2,251,59 I 3,286.32 1.00 1.100 ,380 1.000 1,373.68 =============================================================================== ******************************************************************************* . . ; WATER HEATING ***~*************************************************************************** === BASE === === AS-BUILT === =============================================================================== NO HOT WATER SYSTEM WAS INCLUDED IN THIS ADDITION ******************************************************************************* SUMMARY ******************************************************************************* === BASE === === AS-BUILT === ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- COOLING POINTS + HEATING POINTS HOT WATER + POINTS = TOTAL I COOLING POINTS POINTS + HEATING POINTS HOT WATER + POINTS = TOTAL POINTS ------------------------------------------------------------------------------- 2387,3 2251.6 .0 4,638.85 I 1903.8 1373,7 ,0 3,277.48 =============================================================================== ***************** * EPI = 70.65 * ***************** . For det~iled information of ~he EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A-93 or Form 600B-93 ENERGY GUIDE EPI= 70.7 o 10 20 30 40 50 60 70 80 90 100 I----------------------------x------------I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency WINDOWS..................... Single Tint SINGL CLR DBL TINT I------x--------------I INSULATION. . . . . . . . . . . . . . . . . . Ceiling R-Value......... 30.0 R-10 R-30 I--------------------xl R-O R-7 I--------------X------I R-O R-19 Ix--------------------I Wall R-Value......... 5.0 Floor R-Value......... 0.0 AIR CONDITIONER............. EER. . . . . . . . . . . . . . . . . . . . . . . 7 . 6 9.7 EER 16.0 Ix--------------------I HEATING SySTEM.............. Electric COP............. 2.5 2.50 COP 4.19 Ix--------------------I WATER HEATER................ Electric EF.............. 0.00 0.88 0.96 1---------------------1 0.54 0.90 1---------------------1 0.40 0.80 1---------------------1 Gas EF.............. 0.00 Solar EF.............. OTHER FEATURES.............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Energy Code have been installed i~ t~h'S.~ 5 BU1lder Address: 33~ S~ <A.M-A Signa . City/Zip Z'Ph~/l,hi Us )\ F(-:J3S'1-1 Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs Florida oate:3.\ c; ( cr<+-- FL-EPL CARD93 ~ . For det3iled information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A-93 or Form 600B-93 ENERGY GUIDE EPI= 70.7 o 10 20 30 40 50 60 70 80 90 100 I----------------------------x------------I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency WINDOWS..................... Single Tint SINGL CLR DBL TINT I------x--------------I INSULATION. . . . . . . . . . . . . . . . . . Ceiling R-Value......... 30.0 R-10 R-30 I--------------------xl R-O R-7 I--------------x------I R-O R-19 Ix--------------------I Wall R-Value......... 5.0 Floor R-Value......... 0.0 AIR CONDITIONER............. EER. . . . . . . . . . . . . . . . . . . . . . . 7 . 6 9.7 EER 16.0 Ix--------------------I HEATING SySTEM.............. Electric COP............. 2.5 2.50 COP 4.19 Ix--------------------I WATER HEATER..... . . . . . . . . . . . Electric EF.............. 0.00 0.88 0.96 1---------------------1 0.54 0.90 1---------------------1 0.40 0.80 1---------------------1 Gas EF.............. 0.00 Solar EF.............. OTHER FEATURES.............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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