The URL can be used to link to this page

Home My WebLink About95-4648 1r-.(r!- /' ttJ /1} 1&1'~ BUILDING BUILDING PERM!!...... _464n~ CITY OF ZEPHYRHILLS I". - Q,U (813)788-6611 Date /-~~-76- - c~ 70 ELECTRICAL G'l> -- ,..-.~ ~a PLUMBING ;$.D MECHANICAL Sewer Conn I,,~ 7f ~. ~ r: 00 Water Conn: GldD' Water Meter: It ~ oP-- AJI9- . T.I.F.'s: ::~::~,~:~e' ~i~1~1:.::~ Qht~~ _ Parcell.D. II ,3-....:_ t, - ~ _ - D __ 0 .- 0 C) 000 - D to ~ 8 Zoning: 0 Description of Work Valuation or ~ - ~ Contract Price ..5 10 7t; . l~ Signature Company Address Telephone# ~: f77~~~m'''~ N OCCUPANCY B 0 C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. 1 BUILDING ELECTRICAL ~L Ftc. I-~~" 6lLL-- Tp.Se'v. Pre SLB ~ -J <{'5 ~Q{J_ Rough In ~~~lL Lintel Meter Can _~ ~ ~ FRM. f...2D.~s 6tJ.....- Const. Pole ~-I-'fS&& Insul. CL Pool WL 2-2-l-t;j" ~(4- p~e-M~:r 2.q3-"'}l~ ~^:te~~~-~~q5 61.11 Ffid.~n_0 ~ ~,1{M ~ 1..-2-5--'1),. fWTa.4- L -I" tl f fhu, Wo..U.tl ~~~-"~. d-'4...q~ 6~O REINSPECTIONFEES:- W~ extra inspection ~ are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.001 shall be made for each trip for each trade: Breakers Ducts Insl. '2.- l.-Pr9)" B,C4..- Compressor Final 2- ?~ ) J J, tt: 'J .- Z'Z. -7 -:;- f;1 LA... S L1i.. Tub S;;t--<~ ...;J- ~5 fft1/) W " -;z. - 1- c-Cj 16 I L1:.- ateI' Sewer "2..-~t-~ r Final 3r- 2--"b iU- 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. 2J~ ~~~ j-;l5--YS- fJ-J /-.31- 5~5 The payment of inspection fees shall be made before any further permits will be issued to the person owning same. VALUATION: SQ. FT. LIVING: COST/FT: W.A. Neumann Lot 65 Foxmoor Dr. $54,676.00 1,356 $35.00 SQ. FT. OTHER: 656 COST/FT: $11.00 VALUATION $54,676.00 DRIVEWAY $20.00 ADDRESS $20.00 FEE SHEET $285.00 SQ. FT. UNDER ROOF RADON GAS 2,012 $20.12 TRAFFIC IMPACT FEES 99% 1 % $0.00 $0.00 $0.00 PERMIT FEES BUILDING: PLUMBING: ELECTRICAL: MECHAl'-lI CAL : SUB-TOTAL: CREDIT: TOTAL: CONNECTION FEES SEWER: WATER: METER: TOTAL: 467.50 55.00 70.00 30.00 $622.50 60.00 $562.50 1,278.00 350.00 165.00 $1,793.00 GRAND TOTAL: $2,375.62 1U. 0'1. nellmaNN e"NJ,tellcti"N, 9NC. P.O. BOX 596 - ZEPHYRHILLS. FLORIDA 34283-0596 - (813) 782-9080 CITY OF ZEPHYRHILLS PERMITTING DEPARTMENT ZEPHYRH ILLS, FL. JANUARY 10, 1995 TO WHOM IT MAY CONCERN: EDNA KEITH IS EMPLOYED WITH W.A.NEUMANN CONSTRUCTION SHE HAS AUTHORIZATION TO PICK UP ALL PERMITS FO THIS COMPANY SINCERELY, W . A . N E U MAN N t{) 0/ \{Ci"~'" ...... E DNA K E I T H t /l/PJJ...- I~ifi~ - ~'T~'~r-~'~""" ,:, ~ .1,:-IAL !\lOTJ...u SEAL I .~':' ;.: Q{.FlSTlE L ~/1..4.J()~1 NarARY PUBLIC STA1'E OS FLOF.IDAI co~e,Hf,SION NO. CC216103 i MY COMMlSS10N EX!~~~ lS.!?i?J ~~,~ PERMITTING APPROVAL FORM FOR SILVER OAKS CITY OF ZEPHYRHILLS BUILDING DEPARTMENT To Whom it May Concern: Please be advised that the full set of Construction Plans including site or plot plan has been submitted and approved by the n.R.C. committee for: IU.d BUILDER PO, 8.v STREET ADDRESS -:?tflfyUc LS CITY ~Jt3IJft14~/U ~d - 90PfJ PHONE ~9~ FL STATE 8=35=39 ZIP FOR: uRr T PHASE r? ~JUC/t OWNER NAME DA!i/~~D DA~~~ APPROVED BY: /~~D ;/~. ~ /;7 ~ ~___) L Xj~,~/--- 7025 Fort King Rd. Zephyrhills, Florida 33541 (813) 788-0aks 782-6900 .. APPLICATION FOR PERftIT CITY OF ZIl;I"IlI.KIIlLLS BmLDUiG DEPAR'nIEXT OWER'S NAME lI1e. # d .B GIl +U c4 PHONE 'If73-8I!11 OWKER'S ADDRESS ,,?OLf 00 h,'flWl}1 iJ/l. .JOB ADDRESS La) b5 6bJ.7 r~/J)oCJ~ LJa 2 0p~ ~fl--L>II., I.EGAL DESCRIPJ'ION: Lm(S) lo~ RIncK SUBDIVISION 5; Ju/-(\... O.?YL.. , PARCEL LD.' 0'3 - L fa - LJ - ()) 20 - 00000 - 0.,50 ,",'URK PROPOSED: ~ew Constructi,on ~dition _Alteration _-.Repair _Install _Sign _!!love _De.o1ish PROPOSED USE: ~g1e Faai1y _"'F _' of Units _H/H _eo..ercia1 _Indust. _SwbI. Poo1 Other _Rest:anrant 5: Hea1t:h J)epart.-.en.t Approva1 . RUILDING SIZE: x Square Feet. Height ~ESIDENTIAL: GOttKERCIAL : ATTACH (2) PLOI' PLANS 5: (2) SEI'S OF BUILDING PLANS 5: (1) SET RRERGY FORMS. H ATTACH (3) SEI'S OF BUILDDDG PLANS 5: (1) SET ENERGY FORKS. *'" **COPY OF CONTRACT RIlQUTRIlD. .. PERlPnTS REQUESTED _BUILDING $ '7'tf"o~ _ELECTRICAL AMP Service Va1uatioo of Tot:a1 Construction ~rida PoweT Corp. W.R.Y..C. _ftEC8AlUCAL s Va1uatioo of Hechanica1 Installation _PLUPtBIlfG GAS ROOFDIG ~aak ,. SPECIALTY TYPE OF CONSTRUC'l'IONl: _B1ock _Stee1 Other fTIlfISJIED FLOOR ELEVAnOINS: PT. IS PRO..JECT IN FlOOD ZONE ARP.J\? -" YES NO ************..****..********************** CDllI'I'RAcroR. SECTION ~ OOMPANY uJ.C ~~~ cJ /!~_. Q St:ate Cert. or Regist.' ooZOt Z-.'1 .'_~"'-- City License Registration , Co/ ::J..**.......****=~*J5;;;;:r~~:tk~ ~ St....ate Gert:. or Regist:. , ("Pv~" '-I t s-- City License Registration I I tJ ********************************** ******* ~ , ~.L. PLOfBER CO!fPANY /?~ _... /? St:ate Gert. or Regist,. f: ~ ,-,..~ City License Registration I ****************************************** Signature KJN~~; e~ilJ St:ate Cert~ or Re~t. , G<!) ".)'/ / p.., City License Registration' 7/ ,~ / ~ ****************************************** ' 9T1IRR G ~ OOPIPARY tJ/!//J h/J~;~? ./ ~ /l St:ate Gert. or Regist. , Lc ~t'9"6-t ~ Sigflature -/'i.--'" L....--.. City License Registration' '3 0. ****************************************** coPIPAIIY ,.\PPLICATION APPRuvtfD BY PERKIT OFFICER. ...,.:. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONf; The undersigned understands that this perlit lay be subject to "dl?ed restrictions" which lIIay hI' lIore restrictive V "'f, ':1 t":' regulations. The undersigned assules responsibility for cOMpliance with any applicable deed restrictions. E<. UNL I CENSED CONTRACTo.RS AND CONTRAC Tor, PESPONS I B IL I TIE:; If the Olmer has hired a contractor or contractors to uml!'rtake '-':;;;;:"i~y~~y'b;~Q~ed to--h-~-']';"crnsed in accHrl;>,ncr WI th state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor ~ay be cited for a lisdeleanor violation under state law. If the OMner or intended contractor are uncertain as to what 1 jcpnsino reQuirelents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building D~partment! (813) 786-6611. . FurtherMore, if the owner has hired a contractor or contractors, he is advised to have the contractor(sl sign portions of the .Contractor Sections" of this application for which they "ill be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the Mork. If the contractor Hi shes I~U to sign as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of Zephyrhills. C. TRANSPORTAT ION IMPACT FEES AND UT LL I T~~gl':l~,!:::J;:TJ_QtL.EEES D. CONSTRUCTION LIEN U.!_~ (CHAPTER 713, FLOF:IDf4 STATUTES~ f:1S At'1n,JDEDi I certify that I, the applicant, have been provided Hith a copy of "Florida's Construction Lien Law - Ho~eowner's PrDtection auide" prepared by the Florida Departlent of Agriculture and Consuler Affairs, If the applicant is someone other than the .owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it te' the "owner" prior to cOI.ence.ent. E. CONTRACTOR'S/OWNER'S AFFIDAVII I certify that all the inforlation in this application is accurate and that all wDrk will be done In cOlpliance with all applicable laws regulating construction, zoning, and land deveIoplent. Application is hereby /lade to obtain a perlit to do !fork and installation as indicated. I cprtify that no work e,r Installation has cOllenced prior to issuance of a perlit and that all Hork will be performed to meet standards of all law5 regulating construction, City codes, zoning regulations, and land develop.ent regulations in the jurisdiction. ! also certify that I understand that the regulations of other goyern.ental agencies lay apply to the intended work, and th"t it is IY rfrsponsibility to identify "hat actions I lust take to be in cOlpliance. Such agencies include but are not J ir.i trrl te,: · Deoartlent of Environ~ental ReQulation - Cypress Bayheads, Wetland Areas and Environ:.entallv 2ensitive Lands, Water/Wastewater Treatllent · Southwest Florida Water ManaQl'lent District - Wells, Cypress Fayheads, Wetland Areas, AlterIng WatercOllrses f ArlY Corps of EnQineers - Seawalls, Docks, Navigable Waterways f r~~arh..t'nt of Health 1. Rehabilitativl? ~eryices, EnYiron'll'~"111~.LHl'alt.!l.JJ~iJ_ - Wells, Wastrwatrr heat",rnt, Srptlc r,lli'S i ~iS Ern'jronttental P;-0tcr~:r.r: r;~t'nrv - ~1:~C?t=""''': ~h;'!~n~tJnt I alSt, certify that, if fill lIIaterial is to be used in Fl~{ld Zone 'n' or ";),etc,', it is .understc'{ld t~,;lt a draJrldfll' pl"n addressing a "colpensating volute" Ifill be sublitted which is prepared by a professional engineer regIstered In Ihr Sidle of rlorida prior to perlit issuance. A perlit issued shall be construed to be a license to proceed with the work and not as authority to viDlate, cancel altEr, e,r set aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official fr('~ thereafter requiring a correction of errors in plans, construction, or violations of any code. Every per~it issued shall becQ~e invalid unless the work authorized by such per.it is cON,enced within six lonths of issuance, or if work authorized by the per~it is suspended or abandoned for a period of six lonths after the tile the Hork is comeenced, One 90 day extension of \i~e, ~ay be allowed for the perlit with fee charge of $15.00. The extension shall be requested in writing tD the Building Offici"!, An approved inspection ~ust be logged during each six lonth period, or the project Hill be cDnsidered aband~ned. WARNING TO OIlNER: YOUR FAILURE TO RECORD A NOTICE OF COIIMENCEI'IEHT MAY RESULT IN YOUR PAYING TIIICE FOR IHPROVEMEtHS TO 'lOUR rROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT IIITH YOUR LENDER OR AN ATTORNEY DEFORE RECORDING YOUR NOTICE or COM"EHCE"~~~BS UNDER $2 0 IN DO NO D TO RECORD AND POST A 'NOTICE OF COMMENCEMENT', j// // -1J2() 4 .'/ / / (/ ./ --/". " 1{j~ SI6NlHlIRE: TRACTOR ~ STATE OF FLORIDA (/J COUNTY OF In -5~ {J The fC1rego i ng i nvrument before me thi5~ /7 was acknowledged , 19 ~ by STATE OF FLORIDA COUNTY OF ('j;b .y->?? The foregc.ing instrument vJlO1,S dtknc;vdedged befc,re me th i s ) / / ) ~ 19 95 by" . : who is personally known to me or who has produced (J/'r-<'Jonf'? /// / /,,(/),.;',)(0 as identification and w~o did/did not take~:~~.;_ X 02?r~ (Signature) who is personally known to me or who has produced ~h-<J/)no /J~( /<!/)/lC~/) as identificatic,n and Jho did/did m,t take an o~J1. ' . tP ~, ~ -' ~ ;/?? /J ,/"'1C (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PlJ.flLIC -' " f~~1~q:~~j6'Ff.--~j NOTARY punu..: :,:,:'l,'lE DF FLORIDA COMMlc.:",rn~'.T)" ','0 L"r"."l', '"(~' " .....~l.......'l .~'" ................\).1'. (~; MYCOMMlSS!ON EXP -:':1'''' 1'" H"Yl' ---..--~;,;~~~!~ r=--iliI~r;G~~~:P?:'RfSG;r:-, !N01~,\!{Y rU!1i;'''''' :;;";':,f';:<-, f....'.-. ~-~'~ -,,--r- f L~, ~}~~ttii:H~~~:~~;~~,~;~.t;~A! >~ ,'- -, t~.tr~' ".-., ... ~ ~ . ~. ------ Bermea Home WIND LOAD ANALYSIS for: W. A. Neumann, General Contractor by: Catalano Engineering, Inc. 1/5/95 Page 1 es Catalano, P. E. 1/5/95 I.) Location: Pasco County, FL. II.) Design wind velocity: 100 (mph) III.) Construction: I-story Gable Roof Fiberglass shingles 1/2" CDX plywood roof sheathing Wood trusses Wood frame const. Slab on Grade, (4") Stem wall footing IV.) Geometry Height of ridge (ft.): 18.3 Mean roof Height = 13.2 ft Height of eave (ft.): 8.0 Building Length (ft): 51.0 Building Width (ft.): 44.0 Roof pitch ("per ft. hz.): 6.0 Roof overhang (ft): 1.3 Longitudinal exposure = 962,3 sf Transverse exposure = 599.9 sf Plan area under roof = 2012 sf Page 2 Bertuca Home . V.) Horizontal pressure: Use Factor (I) = 1,0 Velocity Pressure (Pv) : Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : P = Pv( GCp )(1) Bertuca Horne Height(ft) Pv (pst) 0-15 21.0 20 23.0 40 28.0 60 31.0 >'7 '. "..,..' 2.d',i Parallel Location . ."",.'.. Lont: -',' 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 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) Bertuca Home ::'::::::::4Qne.:m::mf':trHOOly.erse;::m:\::eafauen::::::::::~QAA!iqgl:: 1 0.80 N/A Sidewall 2 -0.75 -1 00 Roof 3 4 5 6 -0,75 -0,70 N/A N/A -0,65 N/A 0.65 -0.55 Heighf(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 Roof Sidewall Endwall Endwall Bertuca Home .' Vll.) Net Uplift Roof Deadloads: Element Description . Weight (psf) 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 (SBC APpendix A) Total Roof Load = 11.8 psf Height (ft) IJplift pressure(pst) Roof Load (psf) Net Uplift (psf) 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 = 46.7 ft (Assumes building width + 2 x overhang) Truss spacing (ft) = Height (ft) Contrib. area (st) Net Uplift (pst) **Uplift per brg. (lbs)1 0-15 93.3 -9.2 -429.3 1 15-20 93.3 -11.2 -522.6 20-40 93.3 -16.2 -755.9 40-60 93.3 -19.2 -895.9 2 ft Page 5 ** Specify hold-down accordingly, FS 'built in' to Mfr's tables. IX.) Overall Moment Stability (Overturning): Bertuca Home Resisting Moment: Dead loads above slab: Roof area: Dead Weight: Total Weight = Exterior Walls: Wall height: Unit weight: T otal Weight = Interior Walls: Wall height: Unit weight: Total Weight = Total Resisting Dead Load (W) : Dead Load Moment Arm ( I ) : Resisting Moment (RM) = Overturning Moment: Uplift : W(1) 2012.0 sf 11.8 psf 23741.6 lbs (Neglect overhang; conservative) 23741.6 190.0 If 8.0 ft 11.0 psf( SBC Appendix A) 16720.0 lbs 16720.0 145,0 If 8,0 ft 8.0 psf( SBC Appendix A) 9280.0 lbs 9280.0 49741.6 lbs Total Resisting Dead Load = 49741.6 lbs 22 ft, Width / 2 1094,3 ft-kips U(1) + P(h) Height: 0-15 .'.,. 15-20 20-40 40-60 Roof area: 2012.0 0.0 0.0 0.0 Gross Uplift : -21.0 -23.0 -28.0 -31.0 Total Uplift (U) = -42252.0 0.0 0.0 0.0 Moment Arm (1) : 22,0 22.0 22.0 22.0 Uplift Moment = -929.5 0.0 0.0 0.0 Horizontal Pressure: sf psf lbs ft ft-kips Height: 0-15 15-20 20-40 40-60 Pressure: 31.5 34.5 42.0 46.5 Contrib. Height: 15,0 3.3 -1.7 -21. 7 Total hz. Pressure = 472.5 114.9 0.0 0.0 Moment Arm (1) : 7.5 16.7 19.2 29.2 Unit Pres. Moment= 3.5 1.9 0.0 0.0 Hz. Pres. Moment = 180.7 97.6 0.0 0.0 Page 6 Bertuca Home .'. Height: 0-15 .."" 15-20> 20-40 40-60 Total Resisting Moment: 1094,3 1 094.3 1094,3 1094,3 1094,3 x 213 = 729.5 729.5 729.5 729.5 729.5 Uplift Moment: -929.5 0,0 0.0 0.0 -929.5 Hz. Pres. Moment: -180.7 -97.6 0.0 0.0 -278.4 Overturning Mmt. = -1110.3 -97.6 0.0 0.0 -1207.9 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 2582 Ilbs ** Specify tie-down accordingly, FS 'built in' to Mfr's tables. x.) Girder Uplift: 1.) Two (2) Point Bearing, Symmetric, " Girder Contrib.area (st) Height (ft) Net Uplift (pst) Uplift per brg. Garage 432.0 13.2 -9.2 -1987.2 13.2 -9.2 0.0 13.2 -9.2 0.0 2.) Three (3) point bearing. Modeled as a simply supported beam each direction at intermediate support ( conservative) Girder Span 1 Span 2 Height (ft) Net Uniform load Max. Uplift Mark (ft) (ft) (Mn. root) Uplift (pst) on Truss (pIt) Reaction (Ibs) FR Porch 29.5 9.5 13.2 -11.2 -22.4 -436.8 BK Porch 34.0 5.0 13.2 -11.2 -22.4 -4 .8 Page 7 " . XI.) Shear: Bertuca Home Load to ceiling/roof dia :>hragm: ,,',':c Height: 0-15 15-20 20-40 40-60 Total ". Total hz, Pressure = 346.5 114,9 0.0 0.0 461. 4 pvlf 0.0 11765.3 lbs Total shear transferred to sidewall = 11765.3 lbs Unit Shear at roof diaphragm: v=R/b Unit Shear (v) =1 200.81 66.61 0,01 0.01 267.4'plf Unit Shear at Midheight walls (Vi): (Design case) Total width of openings at mid-height wall : 8 ft Length of wall available to resist shear = 36 ft Unit Shear @ Midheight ( Vi ) = Select structural element to resist Vi from SBC tables ie. 1710.2B Shear capacity of structural element: 380 plf (15/32" R.S. wi 8d nails at 4"-edges) Required length of transverse shearwall = I 31.0 1ft Longitudinal shear: Height: 0-15 15-20 20-40 40-60 Total Pressure: 25.2 27.6 33.6 37.2 Contributing Height: 11.0 3.3 -1.7 -21. 7 Unit Hz. Pressure = 277.2 91.9 0.0 00 Reaction (R) = 6098.4 2022.0 0.0 00 Unit shear (v=R/I) = 119,6 39.6 0,0 0,0 Tot.opngs. mid ht 29.5 29,5 29.5 29.5 Unit Shear ( Vi) = 283.6 94.0 0.0 0.0 Required length of longitudinal shearwall =1 21.4 1ft Page 8 X.) Shear (Cont.): Bertuca Home Roof Diaphragm: Maximum shear at roof I wall interface = 267.4 plf Capacity of non-blocked sheathing ( SBC Table 1710.2A) = 240.0 plf Capacity of blocked sheathing (diaphragm) = 360.0 plf (15/32" RS, wi 8d nails at 4" bndry, 6" edges) Half Building length = 25.5 ft Slope of the shear diagram = 10.5 plf/ft Diaphragm length required to resist shear = 2.6 ft ( Round value up to nearest truss multiple of truss spacing) Analysis of shear at roof/wall interface: Location along Distance Shear at building length from endwall (ft) interface (pIt) Endwall 0.0 267.4 0.1 * Length 5.1 213.9 0.2 * Length 10.2 160.4 0.3 * Length 15.3 107.0 0.4 * Length 20.4 53.5 Mid-span 25.5 0.0 0.6 * Length 30.6 -53.5 0.7 * Length 35.7 -107.0 0.8 * Length 40.8 -160.4 0.9 * Length 45.9 -213.9 Endwall 51.0 -267.4 Page 9 J .' ~ ,. . XI.) Summary: Describe the following: Bertuca Home 1.) Truss fasteners. U lift er Truss = -522.6 lbs Simpson MTS 16 wi 14-10d nails (1000 Ibs. cap each.) 2.) Girder Fasteners. Max uplift reaction= -1987.2 lbs. 2 Simpson MTS 16 wi 14-10d nails (2000 Ibs. total cap each end.) 3.) Gable -End bracing: ISimpson H6 wi 16-8d nails @ 16" O.c. (488 Plflateral capacity) 4.) Hold-Downs at foundation. Tie-down force req'd == 2581.9 lbs. Simpson LTT20 wi 1/2" AB & 10-16d nails @ shearwall ends & Openings (1750 Ibs ea.) 5.) Shearwall element. Wood Frame: Maximum shear at mid-height = 326.8 plf Panel Grade Thickness Nail size Edge Spacing Rated Sheathing 15/32" 8d 4" 6.) Roof sheathing. Maximum shear = 267.4 plf Panel Grade Thickness Nail size Edge Spacing Boundary Spacing Length Rated Sheathing 15/32" 8d 6" 4" 2.6 (Blocked) Diaphragm: N/A (Pattern Case 1) Elsewhere: Panel Grade Thickness Nail size Edge Spacing Intermediate Spacing Rated Sheathing 15/32" 8d 6" 12" Page 10 ~ t:?l. 1teumaHH eOHdtzuctloH, PHC. P.O. BOX 596 - ZEPHYRHILLS. FLORIDA 34283-0596 - (813) 782-9080 / ( ) J. 2S II ) ... ~ 5'/' -[=>Q^~ __r f'J,."", ~ l.J ..., .... 3 & \. ~ /2...... 'L 130.) ~ . 0..... ~ ----.J. .....t ....a:.- ,'-(' .I p.)(l.,,~ I l '- o~ b5 . .0 __L__ ;;j'..."d;.r'.~ ~f.)j..~ I i<;;;-.; IIUN (h'pdnlliec.( vt C(,.:tmL..ily Alf<iirs - fLOiLWA Ei'.l:.IH.l''I' U;I'Il.:.\Ut\.-{ ,CiJ~' FORM 600A-93 Residential Whole Building Performance Mal. .' - ." CENTRAL 4 5 6. M~........' . CLIMATE H D D ZONE: 4 L2:J 5 6 JURISDICTION NO.: ~ ~ T CK PROJECT NAME: AND ADDRESS: OWNER: 7Z J PERMIT NO. 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units covered by this submission 4. If Multifamily, is this a worst case (yes I no) 5. Conditioned floor area (sq, ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft,) 8. Glass type and area: a. Clear glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R-value + perimeter) b. Wood, raised (R-value + sq. ft.) c. Concrete, raised (R-value) 10. Net Wall type, area and insulation: a. Exterior: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3, Steel frame (Insulation R-value) 4. Log (Insulation R-value) b. Adjacent: 1. Concrete block (Insulation R-value) , , 2," Wood frame (Insulation R-value) ~3:' Steel frame (Insulation R-value) 4, Log (Insulation R-value) 11. Ceiling type, area and insulation: a, Under attic (Insulation R-value) b, Single assembly (Insulation A-value) 12. Air distribution system: a, Ducts (Insulatio!1 + Location) b. Air Handler( Insulation + Location) . 13. Cooling system: (Types: central-split, central-single pkg., room unit, PTAC., none) 14. Heating system: (Types: heat pump, eloc. strip, nat. gas, L.P. gas, room or PTAC, none) 15. Hot water system: (Types: elec., natural gas, solar, L.P. gas, none) 16. Hot Water Credits: a. Heat Recovery (HR) b. Dedicated Heat Pump(DHP) 17. Infiltration practice: 1, 2 or 3 18. HV AC Credits (Type in Letter designation: CF-Ceiling Fan, CV-Cross vent, HF-Whole house fan, AS-Attic radiant barrier, MZ-Multi~ne) 19. EPI (must not exceed 100 points) a. Total As-Built points b. Total Base points ' EPI = TOI... As.ButI1 poinl8 X 100 T olal 88M poin" I tll..nulJy Cttrtlly lhallhe plans and Sp:9clflcallon5 covered by the calculahon are in compliance With the Flonda Energy Code. '. /; . PREPARED BY: ./ l,., DATEI - J - ~ f:.,-' I hereby certify lhat Ihis building is in pliance with the FIoridII EIl8fllY Code. OWNER AGENT: DATE: -1- ease I VDe 1. 4/f~ 2. 3. 4. 5. J3b~- sq. ft. 6. z-. ft. 7. !JJ if' ft, Sin~le Pane Double Pane 8a, sq. ft. sq. ft. 8b. IJl, sq. ft. sq. ft. 9a. R= 0 , /91" I. ft. 9b. R= , sq. ft. 9c. R= , sq. ft. 1 Oa-1 R= sq. ft, 10a-2 R= JI sq. ft, 10a-3 R= sq. ft, 10a-4 R= sq. ft. 1 Ob-1 R= sq. ft. 10b-2 R= J I sq. ft. --. 10b-3 R= sq. ft, 10b-4 R= sq. ft. l1a, R= "Z."t.- 13~5 sq. ft. 11b. R= sq. ft. 12a. R= b , (cor\lleD 12b. R= , (condJuncond.l ---~ 13a. Type: Cf-.J-Je: ^4- / 13b, SEERlEERlCOP: i") J ;.J~ -- 13c. Capacity: ~;. C; 14a. Type: f/~ 1# J Pv_p 14b. HSPF/COP/AFUE: "?J -- 14c. Capacity: 3~ ..:0 15a, Type: ~'Ii-lt. 15b. EF: f I 16a, 16b. 17. -t-- 18. Ct:- . LV '19. tfO I 19a. II Z~ 0, 19b. 'Z./R'I/ Review of plans and specifications covered by thiS calculation indICates compliance With Ihe Florida Energy Code, Before construction is completed, this building WIll be Inspeeled lor compliance in accordance WI j~~. F.S. V BUILDING OFFICIAL: . L I.A _. "^ _ ~_ DATE: SUMMER CALCULATiONS GLASS AREA en en ~ C) N N= E S.L S sw w 0 NW H' BASE x SUMMER = PT MUL T. 822 82.2 82.2 82.2 82.2 82.2 82.2 82.2 82.2 BASE SUMMER POINTS --- CUMA TE ZONES 4 5 6 -. 1 SINGLE-PAl iE r\ .'. DOUBLE-PANE' J SUMMER lAS-BUILT GLASS x SUMMER POINT MUL T. OR SUMMER POINT MUL T. x OVERHANG = GLASS AREA ~c_ INf2 ' CLEAR TINf2 FACTOR (6A-l) SUM. PTS CLEAR : N Zl. () 1- 51.0 51.5 \ 47.8 43.5 .2--7 ""SY NE . 77.2 I 76,6 i 71.7 63.4 E n. Ie; 109.2 107.1 I 102.0 87.3 .~ fo.j-:l .,,-- SE 112.9 110.3 104.1 89.4 S 12. -; '].. "i 100.2 98.3 I 90.9 78.8 '17 1/S'7.! SW 112.9 i 110.3 ! 104.1 89.4 W Ie.. 109,2 107.1 I 102,0 87.3 ,~S lfIO,'1 NW 77.2 , 76.6 , 71.7 63.4 H' 367.7 303.3 324.6 238.1 I ! _.0 I '1_ 11. ; .:rl.' I f!l ,"710.1 I ~ :J(. nJ \ 'tif.?J ."3 If , 'l 7.~ I ! \ / ........... .15 COMPONENT DESCRIPTION EXTERIOR :::l ADJACENT c( == COMPONENT DESCRIPTION rn EXTERIOR 8 ADJACENT Cl C) :z ::::J jjj u UNDER ATTIC OR SINGLE ASSEMBLY BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING, AS.BUIL T CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE, l' a: o o -I u.. INFilTRATION "L. COOLING SYSTEM HOT WATER SYSTEM -.J BASE = HOT WATER POINTS IV,)$/ . AS-BUilT HOT WATER SYST M DESC. NUMBER OF x BEDROOMS 3 'H = HORIZONTAL GLASS (SKYLIGHTS) 'FOR GLASS WITH KNOWN SHADING COEFFICIENT, SEE SECTION 1.1 OF APPENDIX C. TINT MULTIPLIERS MAYBE USED FOR GLASS WITH SOLAR SCREENS, FILM, OR TINT. .2. SU.'wUtiit:H "'U*d f l\tIULTIPLU::.H~ (~~M) I CUi'itATf. ZONeS 4 5 l 6A-l .SUMMER OVERHANG FACTORS tSOFI FOR SINGLE AND DOIJ ~~NE GLASS. iDr OH RATIO .00-.11 ,12-.17 .18-.26 .7-.35\ .36-.46 .47-.57 .58-.70 .71-.83 ,84-1.18 1,19-1.72 1.73-2.73 2.74+ N, 1.00 .94 .91 .87 .83 .79 .75 .72 ,69 .62 .56 .50 NEJNW 1.00 .94 .91 .85 .79 .72 .68 .63 .58 .50 .40 .36 .....a: EJW 1.00 .95 .92 ,85 .78 .70 .64 .58 .52 .42 .33 .26 ~o ~l SEJSW 1.00 ,93 .90 .81 .72 .62 .55 ,49 ,42 .33 .27 .22 S 1.00 .91 .87 .n .67 .57 .50 .45 .39 .32 .28 .25 ()H I FN{HH' nit 1 It l1j, It ?It f ~It -'.lv:it d'loft' <;If, ft f;lJ, ft Q1j,ft 14ft ?n It.. "'o~b" Overha~ I ~ "'" nnkrt 01 nlass shall be more lhan 8 ft. below the overhano, V 6A-2 WALL SUMMER POINT MULTIPUERS (SPMI FRAME CONCRETE BLOCK! FACE BRICK LOG INT. INSULATION IExT. INSUL R-VALUE WOOD FR WOOD STEEL NORMAL WT. NOR. WT. 0-6.9 2.9 6 INCH !l.:~~LUE EXT ADJ EXT ADJ R.VALUE EXT ADJ EXT 7-10.9 .6 R.VALUE EXT 0-6.9 6.4 2.2 8.9 2.9 0-2.9 2.5 .9 2.5 11-18.9 .4 0-2.9 1.7 7-10.9 2.3 .8 4.1 1.3 3-4.9 1.4 .7 .7 19-25.9 .2 3-6.9 1.1 11-12.9 1.9 .7 3.0 1.0 5-6.9 1.0 .6 .3 26 & Un ,1 7 & Un .8 . 13-18.9 1.7 .6 2.8 0.9 7-10.9 .8 .4 .1 R.VALUE BLOCK BINCH 19-25.9 1.0 .3 2.4 0.8 11-18.9 .4 .3 0 0-2.9 1.0 R-VALUE EXT 26& Un .6 .2 1.3 0.4 19-25.9 .2 .2 3-6.9 .6 0-2.9 1.0 26 & Un .1 .1 7-9.9 .4 3-6.9 .8 lnR. [In ? 7 R.lln 7 6A-3 DOOR SUMMER POINT MUL TIPUERS 6A-4 CEILING SUMMER POINT MULTIPLIERS tSPM) DOOR TYPE EXTERIOR ADJACENT UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF 1--. R.VALUE SPM R.VALUE SPM CEIUNG TYPE WOOD 7.2 2.4 19-21.9 1.1 10-10.9 3.0 R.VALUE DROPPED EXPOSED 22-25.9 .9 11-12.9 2.7 10-13.9 3.0 3.3 INSULATED 4.8 1.6 26-29.9 .7 13-18.9 2.4 14-20.9 2.0 2.1 30-37.9 .6 19-25.9 1.8 21 &Uo 1.4 1.3 38 & Un .4 26-29.9 1.1 ~ no 6A-5 FLOOR SUMMER POINT MUL TIPUERS ISPM\ SLAB-ON-GRADE " RAISED RAISED WOOI)2 EDGE INSULATlpN'. ~..,. . CONCRETE POST OR PIER STEM WALL wi UNDER ADJ~CENT ;' 'r ) CONSTRUCTION FLOOR INSULATION R-VALUE SPM R-VALUE SPM R-VALUE SPM SPM SPM 0-2.9 -31.9 0-2.9 -1.0 0-6.9 0.9 -5.8 5.3 3-4.9 -31.8 3-4.9 .1.7 7-10.9 -1.1 -2.8 2.1 5-6.9 -31.7 5-6.9 -1.7 11-18.9 -1.0 -2.2 1.8 -7-it Iln -~1 fi 7 R.lln _17 lQ R. Un .no -1 R 11l SPM) 6A-6 INFILTRATION SUMMER POINT MULTIPLIERS (SPM) 6A.7 DUCT MULTIPUERS tDMI RETURN DUCTS RETURN DUCTS R-VALUE IN UNCONDITIONED SPACE IN CONDmONED SPACE SUPPLY DUCTS IN 4.2-5.9 1.14 1.10 6.0-6.6 1.10 1.07 UNCONDITIONED SPACE 6.7 & Un 1.09 1.06 SUPPLY DUCTS IN 4.2-5.9 1.10 1.00 CONDITIONED SPACE' 6.0-6.6 1.07 1.00 I'; 7 R.lln 1M 1M INFILTRATION PRACTICE SPM .j~EE TABLE 6A-21 I PRACTICE #1 13.8 -pRACTICE #2 10.9 'jj'.l 71';- 6A-B COOLING SYSTEM MULTIPLIERS CSM SYSTEM TYPE ou___.. .C;OOUNGSYSTEMMULTlPUERS CSM '_'. _ ___n Central Units (SEER) _.R~!i.nJL._hO 7'5-7~9 8.0-8.4 8.5.-~~~ 8.9-9.4 9.5-9~9 10.0-10.4 10.5-10.9 11.0-11.4 11.5-1~.9 12.0-1gA c;~ ._.. _ .45 , .43, .40 . .38 . ,.36 .34 .32 . .31 .30,. .28 PTAC & Room ",,;"(EER) -'!o","- 12.5-12.9 '3<'13.4 13.~.,:i9 14.0"4.4i4:~l, 4,.9 ,15.ri-'l,5A 15.5-15.9 .1,6:0~,16~4,' 1.6.',5-,16.9 17.0-17~,4, 17~5, & llP CSM _.'1,7 ., .26 . .,25 . .24 . .24, .23 _Jg, ,21 11, .~ .19 MINIMUMS: CENTRAL UNITS-AIR COOLED SPliT SYSTEM 10.0 SEER, SINGLE PKG. 9.7 SEER, GROUND WATER HEAT PUMP 11.0 EEA PTAG-SEE TABLE 6~'- - - . 6A-9 HOT WATER MULTIPLIERS tHWMI SYSIEM_rr~E_u.___._ ___ .. _.@LWATERM!JLTIPUERSIHWM ,__...u.. Electric Resistance EF .8Q-JlL .82-.83 .84-.85 .86-.87 .88-.90 .91-.93 .94-.96 .97 &J1.J.l -------..------- --.'..------.- .J-lWM --- :381~ 3785 3695 3609 3527 3411 3302 32QQ. Natural Gas ,E,F .43-.47 .48-.49 .50..51 .5~:.~_ ~54-.55 .56-.57 .58-.59 .60-.61 .62-.63 .64-.65 .66 & Up -. -- ----_._- .J-lWM 2974 2664 2558 24~._ 1--, 2368 ._ 1--.?g84 2205 2132 2063 1998 J9~. LP Gas HWM AA'.lJl 3259 3129 3009 2897 2794 2697 2607 2523 2444 2370 1 FOR MULTIPliERS FOR OTHER TYPES OF CONCRETE BLOCK CONSTRUCTION SEE SECTION 2.1 OF APPENDIX C. 2 MULTIPliERS FOR OTHER TYPES OF RAISED WOOD ASSEMBliES SEE SECTION J,I OF APPENDIX C. ~ DUCTS IN CONDITIONED SPACE NEED TO BE INSULATED ONl Y TO THE R-VALUE NECESSARY TO PREVENT CONDENSATION. -J. . WINTER CALCLk ,,":NS CUMATEZONES 4 5 GLASS .I. BASE 1 BASE AREA x WINTER WINTER PT. MUL T. POINTS .---- '-, \: (I 1- -3.4 - JI)( ~ N NE -3.4 E I" 19 -3.4 C;C;. J SE -3.4 S Z 3.2 'i -3.4 - i'i. 0 SW -3.4 'w jO -3.4 - 5'1 NW .3.4 H' -3.4 en en ~ 1./ J ,. lip - "18".1 C) <; 7." bZ- -6}J.S" L.. GLASS ~ SINGLE-PANE OR DOUBLE-PANE I WINTER lAS-BUilT WINTER POINT MULT. WINTER POINT MUL T. x OVERHANG = GLASS AREA CLEAR TINT" CLEAR TINT' FACTOR (6A.10) WIN. PTS N LL.Cl'1.. 9.6 9.6 5.6 6.1 I.Cio 7 (.8.1 NE 7.4 7.3 3.5 4.2 E n,Jq - 2.2 ,- 2.0 - 5.6 - 3.6 .Iq .. Ll <:- SE -10,3 . - 9.7 -13.4 -10.4 S )_~.l.'-I -10.9 -10.2 -14.0 -11.0 .K~ - I '/~. . SW -10.3 - 9.7 -13,4 -10.4 W 10 - 2.2 - 2.0 - 5.6 - 3.6 "J'i NW 7.4 7.3 3.5 4.2 H' -32.1 -28.0 -27.0 -21.5 AJ I LJ. HI '1'. \, I. J"" 15';' (.;. i <.. 71.01.. '("' /0, t.: -J~ -3'1.5 COMPONENT DESCRIPTIOti EXTERIOR :::l ADJACENT < ;: .15 AREA x COMPONENT DESCRIPTION AREA WINTER x POINT. MUlT, 6A-ll THRU6A.15 "? (,) . AS-BUilT WINTER POINTS ," ,I 1.1 1.8 [II EXTERIOR g ADJACENT Cl 77:1' )&'" 5.1 4.0 . 3'j~X . :'C;~ ~ To I 7~~ ~ ~,~ . :i ~ 1 .J .I~ ~ JI~ BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING, AS.BUIL T CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. . ~ II C) UNDER AITIC ~ OR SINGLE ~ .. ASSEMBLY . n..C.U l.f rV: a: o o ~ ~ INFll TRA TION TOTAL COMPONENT BASE WINTER POINTS ~ TOTAL BASE HEATING x WINTER = SYSTEM PINT 52 t" . II 0 .:-:~S) "L AS-BUilT = HEATING POINTS ~ < I- o I- 2FOR GLASS WITH KNOWN SHADING COEFFICIENT, SEE SECTION 1.1 OF APPENDIX C. TINT MULTIPLIERS MAYBE USED FOR GLASS WITH SOLAR SCREENS, FilM, OR TINT. -4. WINTEB POINT MULTIPLIEF\S (Wpr..1) CUMATHONES 4.5 ;, -, 6A-Hi WINTER OVERHANG FACTORS (WOF) .47-.57 1 .58-.70 I .71-.83 I .84-1.18 11.19-1.72 1.73-2.73 2.74+ ~ OH RATIO .00-.11 1 .12-.17 1 .18-.26 I 12}...35 I ,36-.46 -r- ,~. SINGLE PANE GLASS . 1.00 1.03 1.05 1.10 1.13 1.15 1.18 1.20 1.24 1.29 1,34 N LOti NE/NW 1.00 1.07 1.10 1.15 1.20 1.25 1.30 1.35 1.39 1.50 1.59 1.67 EIW 1.00 .71 .57 .19 -.20 -.65 -1.05 -1.48 -2.03 -3.01 -4.06 -504 .-- .68 .54 .39 .22 .05 -,33 -.71 -1.01 >- SE/SW 1.00 .93 90 .80 lD ~ S 1.00 ,95 .92 .8;1" .70 .54 .36 .13 -.13 -,70 -.98 -109 ua:: ........... DOUBLE PANE GLASS wo ...J 1.21 1.24 1.28 1.34 1.40 147 WI N 1.00 1.05 1.07 1.11 1.14 1.18 en ' NE/NW 1.00 1.11 1.16 1.24 1.32 1.41 1.48 1.56 1.63 1.80 1.94 2.08 E/W 1.00 .88 .82 .66 .50 .31 .15 -.03 -.26 -.66 .1.10 -1.50 SE/SW 1.00 .95 .92 .85 .76 .65 .54 .41 .28 -.01 -.30 -,52 . .96 .94 .87 .78 .65 .51 .33 .13 -.30 -.51 -.60 ! S 1.00 -- 3'12 11. 4Y, h. 5Y, h. 6Y,h. 9\12 h. 14h. 20 h.+ ~ OH LENGTH' o h. 1 h. lY,h. 2 h. c_"""" 3 h. FT. B L W THE OVERHANG. TO SELECT BY OVERHANG LENGTH, NO PART OF GLASS SHALL BE MORE THAN 8 E 0 6A-11 WALL WINTER POINT MULTIPLIERS (WPM) FRAME CONCRETE BLOCK1 FACE BRICK LOG INT, INSULATION ~XT. INSUL R.VALUE WOOD FR WOOD STEEL NORMAL WT, NOR, WT. 0-6.9 7.0 611 CH -- R.VALUE EXT ADJ EXT 7-10.9 2.1 R.VALUE EXT R-VALUE EXT ADJ EXT ADJ 0-6,9 6.8 5.3 9.4 6.7 0-2.9 6.0 3.1 6.0 11-18.9 1.7 0.2.9 2.2 7-10.9 2.5 2+ 4.4 3.3 3-4.9 3.8 2.3 2.8 19-25.9 1.0 3-6.9 1.2 11-12.9 ! 2.0" (1,8 I 3.3 2.6 5-6.9 2.9 1.9 2.0 26 & Up .6 7 & Uo ,9 13-18.9 '1:8" '-r:'iJ 3.0 2.4 7-10.9 2.3 1.5 1.5 R.VALUE BLOCK 8 INCH 19-25.9 1.1 1.0 2.6 2,2 11-18.9 1.<; 1.1 .8 0-2.9 3.7 I A.VAlUE EXT _26~J1L .7 .7 1.4 1.2 19-25.9 .8 .7 3-6.9 2.6 0-2.9 1.2 26 & UP .5 .5 7-9.9 1.8 3-6.9 .9 10 Il. Un 13 7 Rolin .7 6A.12 DOOA WINTER POINT MULTIPLIERS 6A.13 CEILING WINTER POINT MULTIPLIERS (WPM) DOOR TYPE EXTERIOR ADJACENT UNDER ATTIC - SINGLE ASSEMBLY CONCRETE DECK ROOF A-V ALUE WPM R.VALUE WPM CEILING TYPE 1------. - WOOD '7.6 " .,.1 5.9 19-21.9 10 10-10.9 1.8 R-VALUE DROPPED EXPOSED ,. ) 22-25.9 .9 11-12.9 1.6 10-13.9 1.2 1.3 INSULATED 5.1 4.0 26.29.9 .7 13-18.9 1.5 14-20.9 .7 .7 30-37.9 .6 19.25.9 1.1 21 & UP .4 .3 38 & UP .4 26-29.9 .6 30 & Un Ii 6A-14 FLOOR WINTER POINT MULTIPLIERS (WPMI SLAB-ON-GRADE RAISED RAISED WOO[)2 EDGE INSULATION CONCRETE POST OR PIER STEM WALL wi UNDER ADJACENT CONSTRUCTION FLOOR INSULATION .. '-'wPM)- 1--------. ----.--. - R-VALUE R-VALUE WPM R.VALUE WPM WPM WPM 0-2.9 ( 2.s./ 0-2.9 4.0 0-6.9 7.9 1.8 5.3 3-4.9 ~1.7 3-4.9 1.8 7-10,9 2,1 .7 2.1 5-6.9 -2.4 5-6.9 1.1 11-18.9 1.5 .5 1.8 I 711. Iln .?7 7&Uo II Hl II. lIn Q 3 10 WPM) 6A-1S INFILTRATION WINTER POINT MULTIPLIERS (WPM) 6A-16 DUCT MULTIPLIERS (DMI INFILTRATION PRACTJCE WPM RETURN DUCTS RETURN DUCTS (SEE TABLE 6A.21) R.VALUE IN UNCONDITIONED SPACE IN CONDITIONED SPACE PRACTICE #1 6.2 SUPPLY DUCTS IN 4.2-5.9 1.14 1.10 PRACTICE #2 4.1 UNCONDmONED SPACE 6.0-6,6 1.10 1.07 t"'HAI liLt' #3 ?? 6.7 & Uo 1.09 1.06 SUPPLY DUCTS IN 4.2-5.9 1.10 1.00 CONDmONED SPACE' 6.0-6.6 1.07 1.00 /:; 7R.Iln 1M 1M 6A-17 HEATING SYSTEM MULTIPLIERS (HSMI SYSTE.~ Typ,E ---- _ .,_ _....JiEATI~~SYSIEM MULTIPLIERS (HSM) .----.- _. Central Heat HSPF _ 6.40-6.79_ .. 6.80-(1.89__ _ 6.90-7.3~_ . 7.4.9-7,8~ . I@-8.3~ ~4Q-8.89 _8.9-~dlL_ .J!.4-9.89 Pump Units HS~ _____. __ .53u_ J----~-- __.4.!L .46 . - '--_ .43 .41 .38 .36 --"- f--.tlSPF 9.90-10.39 10,40-10.89 10.90-11.39 11.40-11.89 11.90-12.39 12.40 & un . . --..----.-- _ .HSM '__ .34 .33 .31_ f--. .30 .29 .28 .- PTHP ~Qe__ 2.50-2.69 2.70-2.89 2.90-3.09 3.10-3.29 3.30-3.49 3,50-3.69 3.70-3.89 3.90:4~n . .._--~..- HSM .40 .37 .34 .32 .30 .29 .27 .26 - . .Ele<;tn<;_~1rIjl_n~_J--- 1.0 ...Gas B< LP G<is. _ ' 1.0 (See Table 6A-18 lor Credit Multiplier) MINIMUMS CENTRAL UNITS-AIR SOURCE SPLIT SYSTEM 6.8 HSPF, SINGLE PKG, 6.6 HSPF. WATER SOURCE 3,8 COP, GROUND WATER SOURCE 3,4 COP, PTHP SEE TABLES 6-6 TO 6-8. I FOR MULTIPLIERS FOR OTHER TYPES OF CONCRETE BLOCK CONSTRUCTION SEE SECTION 2,' OF APPENDIX C. 2 MULTIPLIERS FOR OTHER TYPES OF RAISED WOOD ASSEMBLIES SEE SECTION 3,1 OF APPENDIX C, 3 DUCTS IN CONDITIONED SPACE NEED TO BE INSULATED ONLY TO THE R.VALUE NECESSARY TO PREVENT CONDENSATION. -5. ADDITIONAL . .....BLES culiATE ZONES 4 6A-18 HEATING CREDIT MULTIPLIERS tHCM) ~",. __~Yl)TEM TYPE HEATING CREDIT MULTIPUERS (HCM) _. Attic Radiant Barrier HCM .98 --- -------.-- HCM .95 Multizone Natural Gas AFUE .68-,72 .73-.77 .78, .82 .83-.87 .88-,92 .93 &J!p HCM .61 .56 .53 .50 .47 .44 - ------ HCM .67 .63 -,60 .57- LP Gas .77 .72 6A-19 COOLING CREDIT MULTIPLIERS CCM) SYSTEM TYPE COOLING CREDIT MULTIPUERS-lCCM) .C_e!lirlfLF~ns .86' Cross_Ventila!ion~_ _ .95' -- 'Credit may be taken lor only Whole HouseF<!r1___ -- ------ .95' ...--.----- one 01 these system types concurrently. Multizone .----- __u____ .95 .------- AttiC Radiant Barri"r .QI; SYSTEMIYPE. Heat Recovery Unit .with . '1€, Heat Pump t50;7:~ Dedicated Heat Pump HWCM .~".. HWCM _ 84 . . __....A2.._ A HWM MUST BE USED IN CONJUNCTION WITH ALL HWCM, SEE TABLE SA-g. EF MEANS ENERGY FACTOR. Solar 6A-21 INfiLTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST tSEE SECTION 606) COMPONENTS SECTION REQUIREMENTS fOR EACH PRACTICE CHE PRACTICE #1 606.1 COMPLY WITH All INFilTRATION PRESCRIPTIVES. Windows Maximum of 0.34 CFM oer linear foot of ooerable sash crack tincludes slidinn nlass doorS). Exterior & Adlacent Doors Maximum of 0.5 CFM oer sa. ft. of door area' solid core wood oanel insulated or alass doors onlv. Exterior Joints & Cracks To be caulked aasketed weatherstriooed or otherwise sealed. PRACTICE #2 606.1 COMPLY WITH #1 AND THE FOllOWING: Exterior Walls and FlooJ'$. Too olate oenetrations sealed. Infiltration barrier installed. Sole olate/floor ioint caulked or sealed. Exterior Walls & Ceifinas . ,"('. Penetrations ioints and cracks on interior surface caulked sealed or aasketed. Ductwork Ductwork in unconditioned soace must be sealed. -Flreolaces Eauiooed with outside combustion air. doors. and flue damoers. ~h!lUst Fans Eauiooed with damoers. Combustion devices see 606.1 .A.2 PRACTIQ!;#3 606.1 COMPLY WITH PRACTICES #1 AND #2 AND THE FOllOWING: _<;;'l!!!!!l9L Infiltration barrier installed. - Intenor Walls Too oenetrations sealed or ioints & cracks on interior walls caulked sealed or nasketed. Rgccssea LIQhts Sealed from conditioned & insulated from ventilated attic soaces. - Ductwork All ductwork located in conditioned soace. Combustion Appliances Be in unconditioned space (except direct vent), draw air from unconditioned space, exhaust by-products to outside. Combustion cooking appliances see section 606.1.A,3 6A-22 OTHER PRESCRIPTIVE MEASURES lmust be met or exceeded bv all residences.l COMPONENTS SECTION REQUIREMENTS CHE Water Heaters 612.1 Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker (electric) or cutoff taas) must be nrovided. External or built-in heat trao reauired. Swimming Pools & Spas I 612.1 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%. Shower Heads 612.1 Water flow must be restricted to no more than 3 aallons oer minute at 80 PSIG. Air Distribution System 610.1 All ducts, finings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum 01 R-6. Air handlers shall not be installed in attics unless in ------ 1-. mechanical closet. HVAC Controls 607.1 Seoarate readilv accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 CeilinQs-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceilina & floors R-11. -6- =r'O;;.' -~"c"?-,,,,,,,,,-,,,':"'1Ii""-'.:--' ,~.,.. -----:(j-::" .~- I ... .. "'"WI . - , ... . . ,;. ',. [:{ "\,' \ ./ / ../ 1: r ,'I I I I f I:' I ! i I / G E N T R ALP E R M I PASCO COUNTY. FLORIDA 1 TIN G DATE: 01/31/95 F'HuE ~ 1 OF 1 I ::;;:::;UE C)FF 1 CE: D RECEIPT NUMBR: 00237642 OFFICE: DADE CITY CONTRACTOR #: NAHEI W. A. NEUl'"1AN AOOR I b62'~J FO X Moon [IF: I C/STI Z /H I LL ::: ~' FOR: C:HE~C:t< # ::i:=:::~:;~ I I I' I I " I I I I I i ACCI'IT 114 Torr-iL AMOUNT ~ COMPNY ACCOUNT CENTER 8450 - 363000 - ~ 4'::~. 7~3 AMOUNT DESCRIPTION/PERMT DATA 4~'5. TO:; ,t!,**'l\--l<f': ::;;OL I D WfCl':;TE FEE DR/CF< I~:)(~ ! I I I I \ I I I \ I I I I I I I I I \ \ I ~ /' ! I (/:k, / I ,/ /;;/" /' / RECEIVEQ BY __._L_{d;..l...L'J.J~:"'__J.~_L.i.!..L-_[{_L.(...!._~:~.._- I (