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Home My WebLink About96-6195 o,rru -pI< p.. b BUILDING PERMIT Permit _ 6195 ~ /0 -~S,-9b CITY OF ZEPHYRHILLS (813) 788-6611 N! ,--,1,"31 .~(:) Date BUILDING >6. o-v ELECTRICAL 6.b " c,,'() PLUMBING ~-~OV MECHANICAL :::::,~=~:; ,f!1d?'L!::: rl~t1; ~-'I Parcell.D. # J-c2b -d-/- ~ /;;l.. 0 - D D EJ 0 0 - c:2-r-:2.6' Water Conn: Sewer Conn t;).. J?t5: cTD. ?.s'1J.~ . ./ b~'. .~ . Water Meter: / /;..5 . tJ7J T.I.F.'s: - Zonin9: 7:33 }f f11. /o;s-'I,tJ ~ FINAL Complete Plans, Specifications and Fee Must Accompany Application. C.O. _ All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector ~,m;t Fee ~ EiL Signature /_~ Company/ /" Address~ Telephone# Valuation or ...., Contract Price / b; / '7 {). trD City License Registration # I 7> d.. ~ State Certified License# MkrPA. ~Jb.h1 (~-",~/,>-:E jJ",//Mjr29 ELECTRICAL PLUMBING c I'~ 3~7J MECHANICAL T . Servo SLB IJ- ILl - q~ RIJ-I--- Rough Inl,;)-~o-C;to ~6 Tub Set IZ,.2T-1fl,50f5 Meter CanLO ..)5'-Y-b Water Const. Pole / J .2h-q~.RILL- Sewer /-. J 4 -Cf7 f),LL Pool Final Pre-Meter J !ii~/Cf1 l?D8 Final Driveway ~-':J~-9'1 ~l..,::/ j)~ 11- '~-~lp 1>D.B ~l2--'L~-4~~jJ Ftr. Pre SLB Lintel ..... z.t, 8. (, L FRM IZ~ l. L. Insul'.~~ ~ . '/;L Breakers Ducts Insl./~-2...) -~bCo.J? Compressor Final 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: J 1-#-/].. _ -,t/ Il /f /tJ -t:l6':-7-6 a. Wrong Address h/~ ~/ ~ ~ f'7 b. Condemned work resulting from faulty construction. I ( ;J -- 6- f / c. Repairs or corrections not made when inspection called. I' , I ; ,1 91 d. Wor~ not ready for in~pec~ion when called. f ~'- ~ - 1- e. Permit not posted on Job site. ;:;I 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. APPLICATION FOR PERKIT CITY OF ZEPHYRBILLS BUILDING DEPARTMENT '7!?F 6 0, '-~v --yt / D - / -t; OWNER'S ADDRESS OWNER'S NAKE jtti-t.E'1' L A)m ~ \(.P\tf. 3 g 7 JI l:.. ~~, ~. N~ ~ m Oc: rJ -A. \I \i,.J J u:... PHONUl3 - 780 -70'13 ? r;:>t+'1't.\'H <"'W f t.. gU'~o JOB ADDRESS S{LV~\t O~\CJ D -e.\ V i:.... SUBDIVISION ~ ~ ll..V1t t. ~ ~ LEGAL DESCRIPTION: LOT(S) .2S":2& BLOCK PARCEL LD.# 6~ -.2, - 2.C -~\20... t)(JOOO (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED: ~ew Construction _Addition _Alteration _Repair _Install _Sign _Move _Deaolish PROPOSED USE: ~ngle Family _M/F _' of Units _M/H _C~ercial _Indust. _Swim. Pool _Other _Restaurant & Health Department Approval DESCRIPTION OF WORK: r ($/l. t> BUILDING SIZE: S~ X "]() 2'08)11 2 (J~ Q... j \N b LA f-AH' ~,.s ~oc:.J C ~w, foo (. I Square Feet. 2Z Height RESIDENTIAL : COMMERCIAL ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ~'lJ'b'(J PERMITS REOUESTED ~UILDING ~LECTRlCAL ~CllANICAL /;;UMB~NG W.R.E.C. Other / IS PROJECT IN FLOOD ZONE AREA? YES NO ****************************************** Signature CONTRACTOR SECTION COMPANY AU, 'd fWOU Cv S1"'~ No- W M ti State Cert. or Regist. # t:6l:. (>~,~2- City License Registration , 19z.'Z- . * **************************************** /' BUILDER SiQOAture COMPANY C OAn", ltV €- i,l.€ C. State Cert. or Regist. t A~es ~l>GfjD City License Registration t .~ ~~ ****************************************** v- PLUMBER COMPANY ge-10<\JG:\ tLVJ"I\.1)\NG l'" G '"State Cert. or Regist. , c.F-c () ~2. 99 B ity License Registration t ~ ************************ / Signature Signature ~ V COMPANY G.;j -Hff/f1'w~"J,. ~le. C.OA)OtT/O"v\,v State Cert. or Regis t. t . C~ 0 c..j-z 99 9 City License Registration . ~~ ************~***************************** MECHANICAL Signature COMPANY At,"- fit/'" On.,- LV:>'7'f'- ~ t-i" ( State Cert. or Regist. f c~c O(t?~9Z- ~f-\rJ 6 City License Registration # _ /9Z'2- ****************************************** / OTQRR APPLICATION APPROVED BY PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this peClit lay be subject to "deed restrictions" which lay be lOre restrictive than. City regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND ,CpNTRACTOR RESPONSl-BILITIES ',. If the owner has'hired a corttractor or contractors to undertake 1fOrk~ they lay be required to De licensed in accordance with state and local regulations. If the contractor is not li c~sed as required by law, both the oViler' and contractor laY be cited for a lisdeteanor violation/under state law. If the owner or intended contractor are uncertain as to what licensing requirl!leIlts lay apply for the intended work, they are advised to contact the City of ZepbyrhillS' Building Departlent, (813) 188-6611. Furtherlore, ~t the owner has hired a contractor or contractors, he is advised to. have the contractor(s) sign portions of the IIContractor 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 lay be an indication that he is not properly licensed and is not entitled to perlitting 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 - HOIeowner's Protection Guide" prepared by the Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is sOIeone other than the "owner", I certify that I have obtained a copy of the above described docUlent and prolise in good faith to deliver it to the "owner" prior to cOllencl!lent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT, . I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all appliCable laws regulating construction, zoning, 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 cOlleDced prior to issuance of a perlit and that all work will be perfoCled to leet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other goveIDJental agenCies JaY apply to the intended work, and that it is IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: t Departlent of EnviroDlental Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater Treatlent t Southwest Florida Water Managl!lent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses · AClY Corps of Engineers - Seawalls, Docks, Navigable Waterways t Departlent of Health & Rehabilitative Services, EnvirODJental Health Unit - Wells, Wastewater TreatJent, Septic Tanks t US EnviroDlental Protection Agency - Asbestos abatl!lent .. I also certify that, if fill laterial is to be used in Flood Zone "All or "A, etc. " , it is understood that a drainage plan addressing a .cOlpensating volUle" will be subJitted which is prepared by a professional engineer registered in the State of Florida prior to perlit. issuance. A perlit issued shall 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,tbe Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Bvery peClit issued shall beCOle invalid unless the work authorized by such peClit is cOllenced within six IOnths of issuance, or if work authorized by the perlit is suspended or abandoned for a period of six IOntbs after the tile the work is COlJellced. One 90 day extension of tile, JaY be allowed for the peClit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lUst be logged during each six IOnth period, or the project will be considered abandoned. WARNING TO OWHER: YOUR FAILURE TO RECORD A NOTICE OF COMMEHCEMElft' MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENt'S TO YOUR PROPERTY. IF YOU IlfTEIm. TOOBTAIH FINANCING, CONSULr.wITH YOUR LENDER OR AN AnORREY BEFORE RECORDING YOUR JlO'lICE OF COMMENCEMElft'. JOBS UNIIER $2,500 IN VALUE DO NOT NEED TO RECORD AIm POST A "NOTICE OF COMMKNCEMElft'''. OF FLORlftA-n COUlf'lY OF .. ~ The foregoing i~strument was acknOwledged before me this. / 0 ~ /<, -, 19~ by ~) (l-t~~ who i.S ~onal y known to me or who has produced ~,L.~_2f' v+~.u-'r.:l.~- Lty- L3S .j) as identification and who did/did not take an oath. (/ ~ ~ "--i1 ,~ (Signature) .IY. A:A<AUd A f! i- . &nc..v . D"~ciY (Name Typed, Printkd or Stamped) / NOTARY PUBLIC ~ STATE OF FLORIDA <---;-;; coum OF r ~? The foregoing instrument was acknowledged before me this /0 -/.s- ~ 19 Y.-k by ~.~. &~~L who is I ,;~nallY k!1own to me or who has produced <~~A{flL~ as identification and who did/did not take an oat~ ' f::l JJtrJ-ff-..L.1 (Signature) -;/ht"'GA If d G /t' &.Ilcv 0:3 '-/ (Name Typed, Printed or Stamped) / NOTARY PUBLIC .~~~.. Nancy A. Moody ;....l'A~~:. tM COt.NSSION , CC534806 EXPIREi; ':~.AiJ,: February 21 2000 ..":t....\\,~ BONIlEO THR\J lROV FAIN INSURANCE. IN'. ,llf..", ....~~~:f~'-', Nancy A. Moody ,~f"'~",;~ MY COMMISSION * CC534806 EXPIRES ,,:,~.~l February 21, 2000 .;;. ...;:,~., BONDED THRU TROY FAIN INSURANCE, INC "qfll\i'\ 1a/1a/1996 1a:36 8137823321 SILVEROAKS PAGE a1 ................................... ..AX TftAN.MITTAL MRMO TO: $fJ ~Of ~ NI~ MRS FROM: SrulER OR~5 PHONE 788 -to 2 c,; 7 I co: FAXM: 78.a-33Z/ ~.."'"b'anClI.. lr;an$mmal memo ~ PEIUII'l'TIICG APPROVAL !'OIUI FOR SILVER OMS CITY OF IE'HYRHILLS BUILDIBG DE'AR'1'JIBlft' To Whom it May Concern: Pleaa. be advised that the full aat of Con.truction Plans including 8ite or plot plan ha. been 8ubmitted and approved by the D.R.C. committee for: If L elli (}{/tl\ BUILDBR C i,l...)' rOtll Nom t: .s .35~- 59~ -fC7E PHOIIE STREET ADDRESS rA t.g/h" ;./JI eI , STATE 3~/'Oh lIP FOR: d51i LOT . P)/BSE I PHASE $rLlltf OIlK_ )Il Te# ~ }{a.~.J Nfs:L OWIIER lIAIIE APPROVED BY; iO - J.j- Cfb DATE . SUBMITTED ~~ '/J ! A/!' if? 10 -Cf - q" DATE APPROVED -'. 'A .A~JAT€O ~D ~l1NTRulfr :3fs2-33 DAu.E:lt-nte~ eel '. ~Ulte.- ~ 'Z..eph'd j h i l J ~ -=tL 33Stl-O PREPARED BY/RETURN TO: P R I S C III A D U P l A I N SUNTRUST BANK, NATURE COAST P.O. BOX 156 BROOKSVIllE, Fl 34605-0156 (name and address) 11111111111111111 11111 1111I1111I1111111111 11111111 96100761 Rcpt: 103177 Reo: 10.50 OS: 0.00 IT: 0.00 09/25/96 Opt}' Clert JEO PITTnAN, PASCU COUNTY CLEat 09/25/96 03:48p. 1 of 2 OR OK 3635 PG ~236 NOTICE OF COMMENCEMENT Building Permit No. STATE OF F lor I d a Tax Folio No. COUNTY OF PASCO (Do not write in this blank area. I Reserved for recording purposes only) THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Plorida Statutelj , the following information is provided in this Notice of Commencement. 5T ATE OF FLORIDA COUNTY ~ p~ 1-l~T l}lE FOf1.:GOlNG IS A S I l V E R 0 A K S D R I V E 'IH~:; 13 ,0 C..:.RT ~ ' 1. . ,,. r10-UMt:tn ON FILE Z E P H Y R HIll S , F l 3 3 5mtlEf.,NDCOHn[CTcOt'{:lr-_i~;~ OF~ICE.~\'/mjES3 MY on~JF sue Ff:COOD ~J ,,. I DAY OF ..' - iCl....t.. SEAL THi;;, 7' SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF 11,at' (~' .. .1Q .9b . -- MAN. AI< (' - CIHe URT 'j 1. Description of Property: (legal description of the property, and street address if available) 2. General Description of Improvements: Con s t r u c t Ion 0 pY a SINGLE FAMilY RESIDENCE, 4 BEDROOMS, 2 3. Owner Information: SCREEN PORCH, SPRINKLER SYSTEM a. , Name and Address: J E F FER Y l. N EST KATE E. NEST 3 8 7 1 1 C A M DEN A V E N U E ZEPHYRHIllS. Fl 33540 b. Interest in property: Fee S Imp 1 e c. Naill\.. aud address of fee simple titleholder (if other than owner): D,C, 4. Contractor: ALEXANDER CUSTOM HOMES, 5327 Commercial Way STI I N C . A-I 03. S P R I N G H Ill, F l 3 4 606 5. Surety: a. Name and address: b. Amount of bond $ N/A N/A 6. Lender Information: a. Name and Address: b. Designated Contact: SUNTRUST BANK, NATURE COAST p,O. BOX 156, BROOKSVIllE, Fl 34605-0156 Anita Hoyle 7. Persons within the State of Plorida designated by Owner upon whom notices or other documents may be served as provided by Section 713. 13(1) (a) 7., : Florida Statute& (name and address) 8. In addition to himself, Owner designates Ani t a H 0 Y 1 e of SUNTRUST BANK, NATURE COAST, A FLORIDA BANKING CORPORATION to receive a copy of the Lienor's Notice as provided in Section 713.13(I)(b), Florida Statute:! 9. Expiration date of Notice of Commencement (the expiration date is one (1) Year from the date of recording unless a different date is specified). Other expiration date: ~<we. ~ Signature (Owner KAT E E. N EST Signature of Owner Signature of Owner STATE OF F lor I d a COUNTY OF PAS C 0 The foregoing Instrument was acknowledged before me this S e p t e m b e r 2 5, 1 9 9 6 JEFFERY l. NEST and KATE E. NEST, HIS WIFE who are personally known to me or h as Identification. .....~........ M. SUE DANIELS /.). _ /J l~A\'I'..rl:"'f\ MY COMMISSION' CC 301914 ~2~? (Seal] ~:i .~i EXPIRES: August %8. 1997 .~.. '" ~~~ onded Th llollity PubDc lIndtlWlll8ra r. _ '. Serial Number: .....p.r,~lo~'. B RI CFM #600756 (9/95) by . "....r. v. Thi. In.tr~nt Prppared by: BEVERLY BARTH. ~ft Offieer of Aa.ociatod Land Ti~le Croup, Inc. 18233 Dausht~ry Road. Suit. 8, Z.phyrhills. Plorida For Purpoae. of Titl~ In5. Pile t 280-5481 Pare.! ID . 03-26-21-0120-00000-0250 33S40, I.......... t531776. RPh 3:l91~. lS.~ I 18. I O. 1 /31/95 , 1.,.. .lED PI~ PAED CGUNTY C1.EIIf. 10/31/95 10111.. 1 af3. - DR lie 3491 .. 163:5 .- '/ elt c:. . ~, 17lr..... ~,.-,. MtI".__-...... IWw ~"-"'.JI"",,,,,,,,,,,,,,,,,u-I..,,.,~ 1IWk_..J Warranty Deed Mldethis 30th day of Octoher LA.WUNC2 TREMBLAY and CLAUDEttE MALTAIS, husband and wif. 1995 BETWEEN whole potU office address j,: 190 D' It. VI GNON ALMA PO CANADA G8B7M4 nf the COUllty of . State of Can ad. . .......or. Iftd ~ JUPBRY L. NBST and U,TB E. NEST. hiawife (5S.: 387-88-7741 . 389-86-0582) ~ wbneeposlo(fic:eaddreuiJ;: 3'711 c.,.m,*" A\la ~NyI(H/~ Fe., ~ nf Ihc County of ~ A :.c..o . Stare of i:!l.D It, 0'* . ,ramee, WlTNESSETH: ThaI said grantor. for and in cOftsideratioft of the sum of Ton ($10.00) Dol.......... other Jood and valuable considerationll 10 said If'IIllar in hand paid by said anntce. the rcccipl wbcftot i. hcmty ac:know1edaed. has SQIMCd. barpined and sold to die said JI"&ftItlt. and ar-ee" heirs, IUCCeSS()ft and _... forever, Ihe 10l1DWill' described land, situate, lying IUId heiftJ in P. . co Couaty, Florida. to-wit: s.. Schedule A attached hereto and by thi. referonce ..de a part hereof. Subject to ea.e.ents and restriction. of record. if any, which are .pecifically not extended Or rei.po.ed hereb7. Subj.ct to 1995 tax.. and .......ent.. and said putor does hereby fully wlITam the tide 10 said land. and will defCDd Ihc same ..ainat Ihc lawful claims nf aU peI'lIOftS whomsoe\l'et. 'ClMI.. (t ~ r.,r J oJ 1"..., ~ 301ltd '01 ...~.~s ~..ua'd 'WO~4 8~'Et 8s-se-d3S DR 1M. 3491 P8 1.637 3 .f 3. Sch.dule A A parcel of land b~in8 a portion of Lot 26 and Lot 2~, a. shown on the plat of Silver Oak. Pha.. On.. a. recorded in Plat Book 26. Pase' 46 ~hrou.h 49 inclusive. of the Public aecorda of Pa.co County. Plorida. .aid parcel beina .ore particularly de.cribed .. follows: 8e8in at an inter..etion of the Weaterly line of ..id Lot 26. al.o beins the Ea.terly line of .aid Lo~ 25 with the Southea.terly ri8ht-of-~ay line of Silver Oak. Driv.. in (a 60 foot riaht-of-w.y a. .hown on the .aid plat of Sil.er O.ka. Ph..e One): thence Horthea.tarly along la.t .aid line and around the arc of a curva conc..e South.a.terly. hayina a radiua of 270.0 feet. an .rc di.tance of 24.03 feet. .aid are beina subt~nded by a chord bearina and distanee of Ncrth 75004'38" la.t, 24.02 f.et: thence South 12022'24" East. 130.00 feet to an intersection with the Southe.sterly line of said I.ot 26, thence Southwes~erly along last said line .nd the Southeasterly line of .aid Lo~ 25. alon8 and around the arc of a curve concaye South.asterly. having a radius of 140.00 fe.t. .n are di.~ance of 59.67 fe~t, .aid are beina aubtended by . chord be.rin. and distance of South 65025'01" West. 59.22 feet: ~henee North 36047')5" West. 130.00 feet to an intersection with .aid Southe..terly risht-of-w.y line of Silver Oak. Drive: thence Northeasterly alon8 last said line and around the arc of a curve coneave Southeasterly, hevin8 a radius of 270.00 feet, an are diat.nc. of 91.05 feet. said are beiDI subtended by . chord bearins and distanee of North 62052'03" la.t, 90.62 feet to the POINT OP 82CINNINC. Subject to a 15 foot landscape and utility ea.ement over and aero.. the Southeasterly IS feet of the abcye described parcel of l.nd. ,ile No: 280-S481 " 3:>'Ctd '01 ...~.~s ~..UO'd 'WO~4 IC'CI 96-se-d3S , , mt II( :3491 PB 1636 2 0' 3 IN WITNESS WHIiREOF. Grantor ha., hereunto ~ trlUllOr's hand and seallhe da)' and year fint above written. Si,ned. Sealed and Deli\'Cred in Our Presence; ~~~ ~~-. w' r~.Sf . ~. ,7(11"r'fuk. .,_~ UWR!NCE TREMl Y 0).. ___ (~~ e.U..c.i .0-41 L.t.tJ ,J _ . CI.AUD~~ ~"'~ L./')(~,.. r,;Jt(...../~ f(k'/JllL~I/._ ./ <!.~I1" we '-J'L'. /INt...7'.7..r':.' ft1AII! fII8n-.. TYI'I "'.._ AI n ........, ~-. ~~ t!.~~.!u'n -ws 'II'TIICiS ST^TEOI:r~RIIM QII",,, . lAIfAbA COumvOF A~"'4 n,_. B"'n /,'1 rll ".."'r I HEREBY CERTIFY that on the day of ',..,I/) c ~ ~ """ LAWRENC! TREPmLAY and CLAUD!'M'! MAJ~TAIS. husband and wife who is per.conally bown IL' me nr who hlb produced rhc idenlifiCllion shown below. who illbe person clc.sc:ribed in ud who eaecuted IbeJ.,qn. inlllnamcnt. aJkI who, after bein, duly sworn. says Willie execution he~ is hislhct free act and deed for &he .':air( ~ herein .nJCntioned. ~tjDra(lltp St~~lBED bcf~ me die underaipcd Notal)' Public by my hand ud offICial seal, the day and ell W\-,rMSaicl . -'P.:-' y ~ .: .-.~ r::.o;". .00"';;,........11....... DIdonIiI"~~.ver t iceMC . \...c.~-:... :$'__. ~ ~ ~ I'. ~-"\_- - . ~C~i~..'if&~:?tIAIAI.JSl,~ ._I!fl uP[ ,. ~NII~ c.::........ 'N" ~.::: 0 . ~ _ ; .-=<.;. : IA III &I. L.g 1'- ,!,~ # f --~'. ~.^g.... . .~i.lr- ~fUffoa IWotaAlrr~ t. ~ql; r - $'_ ,-... ~. befen me pen.aqally appeared h,II 2 tl{2,...,. I: 3:lWd '01 s-.~.~s ~..UO~d 'W064 B~'l:t 9S-S8-d3S BUILDER: Alexander Custom Homes ADDRESS: 6446 Sliver Oaks Dr. OWNER: SQ. FT. PRICE LIVING OR MAIN AREA:~ 1,895 ~ $ 35.00 , OTHER AREA UNDER ROOF:l 895 I $ 11.00 ~ OTHER:l 0 , $ 11.00 , SQUARE FEET UNDER ROOF:l 2.790 ~ VALUATION:I $ 76.170.00 I ADDRESS:I $ 20.00 ~ DRIVEWAY:l $ 20.00 ~ FEES: t $ 373.00 I BLDG. PLUMB. ELEC. MECH. PERMIT FEES:L $ 539.50 t $ 65.00 l $ 76.00 I $35.00 314- 1- 2" WATER METER SIZE:I $ X 165.00 I $ 245.00 I $ 610.00 I $ 840.00 I SEWER WATER METER CONNECTION FEES:~ $ 1,278.00 I $ 350.00 I $ 165.00 f RADON GAS:' $ PERMIT FEES:l $ CONNECTION FEES:~ $ WATER METER:I $ TRANSPORTATION IMPACT F~~I : 1%. $ 27.90 I 715.50 f 1,628.00 I 165.00 f : I CREDIT:I $ 60.00 ~ 2,536.40 I 165.00 I 2,701.40 I SUB-TOTAL I $ IRRIGATION METER I $ TOTALI $ "* liesmanu,] (c) '" ~;ERIAL :1:1: ~31~59 09,..1 <) ..-1 .=) <) (:\ (...JHOLE HoUf::;E HEAT GAIN I HEAT LOSS CALCULATION USING FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) ---.-.-----....--.-...-----..--...--..-...-.--------.-------.--.-.-.----- -..---..--..---.-.----.-----.---.-...----.---.--.--------.-----------...--.--.---------- PROJECT :Van Gogh (4Bdrm) ADDRESS :25 I Silver Oaks Dr. CITY :Silve.r-' Oelks, ZephY'I'-'hills. OWNER :M I M Nest BLDG CoNTR :Alexander Custom Homes HVAC CONTR :CJ's Heating & Air Conditioning, Inc. Cond FIr Area: 1895 SF * GLASS/SF RATIO = 19.6% * House Faces: Northwest * Climatic Conditions & Design Conditions * Geographical Location: Florida -.-....---.--..----------.-------.-.------------.-----------.------.--------..-----.---------.--.-.-.---.-------..----.-----.--- Lo.:ikeland ---..--------.-.--.-..--.---------------.------------.--------.----.-------------------..------------------- North Latitude I Elevation Outdoor Winter Dry Bulb Indoor Winter Dry Bulb Winter (Actual) Temp.Diff. (...J:i,nte'r- T\~mp. Diff.. (\.'JTd) Outdoor Summer Dry Bulb Outdoor Summer Wet Bulb Outdoor Summer Hum. Ratio Gr/Lb Indoor Summer Relaltive Hum. Indoor Summer Design Gr/Lb. Indoor Summer Dry Bulb Indoor Summer Wet Bulb Summer Daily Range Summer (Actual) Temp.Diff.. ~3 I), Illlil e c" ( LJ s e '1'-. ~:3 f? 1.) T e m p. D iff. ( :-:; T d ) (::8 Der.J. I i:::1L~ Ft. r=-~bove Sf?a Le.....el 41 Deg. F 70 Deg. F ~:::c:) Der:!. F 1+0 Deg.. F <;:11 Deg. F::" 76 Deq. F 11 ~~; ~.5 ~5 ~/~ '~.8 7~i Deg.. F 63.8 Deg. F @ 71 Gr/lb 17 Deg. F M 1.f:. Def:!. F (~~Ii! Df?q. F * HEATING SUMMARY * 10105 --------.-------------..--.--------..------------------..----------------------.----------....-.-..-..--- f.:;UBTDTnL .DAT * CODLING SUMMARY * 45127.16 ISTRUCTURE SENSIBLE IMECH.VENT- 150 Cfm ISENS. + MECH.VENT ITEMP.SWING @ 3 DEG. I OCCUPANT/APPLIANCE 2256.36 IDUCT GAIN 47383.52 IToTAL SENSIBLE I TOTAL, LnTEr,jT DUCT L..m3S TClT(4L LClE,S/BTUH 20% OVERSIZE FACTOR ACTUAL + 20% OVERSIZE: ISENSIBLE + LATENT 9476.70 120% SENS.DVRSZE FTR: 56860.23 ISENS. + 20% OVERSIZE: * EQUIPMENT SELECTION * EQT MANUF Intertherm HTG INP/BTUH 40500 SENSIBLE BTUH 31000 TClNAGE 3.4 (S)EER 10..0 NOTES: CU MOD :1:1: T3BA 042 K HTG OUTP/BTUH 40500 LATENT BTUH 9500 CLG CFrt! 1300 AHU MOD # B2BV 042 KB AFUE/HSPF 7.0 TYPE HP TTL CLG BTUH 40500 HTG CFf\"l l?";lr)IZI c.~4~i'?3a ;:~-? 26 41iJ. IllIZI c~7c~ 12;. c~7 1 . li:iiZJ 3000. ~)0 3liji:: 1. ;i;3 ~~;2;c::::A. 60 c)06f+ 9i+ L~c~c~C) C). ~5Lt 6646.9;:::: 39881.. :':=jc~ .jri. L U n D C ~l L C U L- A T I (J j\J -k h L.. n~:3~3 Type.;, Shcl~1 Sc OvH~1 Botm H~lt (-lr-' e a L..oss/:BtlJh C3c."\in/Btuh t\I\l-J Nc) ~:3hd Fet.(, ~) ,. C. I:;;: . C"' 1 1 13 n I.~.:i c:S. @Z! 1 L:;:~01 i:~0 L:~74" li~IZi ....:).. " ------~----------_.._-------_.._----------_.__._.__._.------------~------------------_._-_._---_._------------------. Nw No Shd Fetr ~"L" R. .~"J. 1 is 1~3 n/a 2~::. 11I0 1016. L~0 11{)"7EI.00 -------.--.------.-----.--..---.----------------------.----------.------.----..----.------.--.----.-------.-------------- ;:::w ~3h C'\ cj e d Pl" E' ~.~. C'~. C ~1" ;j 1 1 f.~, 7 -7 /.l::" \.~' " .. " i " '"1....J ~:;It.J S 0 1 i~ 'r-' (-h-. e c:l. ~:; c R. c. 1 '+ i. t::" 1::' . " ....J. . ....,1.....1 ~3\1-J T Ar.' (.~ L_ 0 s ' . C I:;;: , . 1 '+9 00 i::~i:::(';, \,;,; 8(.~ . .;:;t. .- \,.,' .. .. .. ;::l . . . 186" ~~5 c~ L~ C) 3. (1)~') --------.-------------.-------.------------------------------------------.--.-.------.--.------.-----..------- Se ~3h<::\ded fh-'ec.'l c C. I~. ~:i " 1 1 ,/;":\ -, 1 c:.- '--1 :~;f:~, II li~~~ ~'. i " ...-' (.-- f::;e t:) Ct 1 C'lr-. ~~1"r' e <,\ t::; " C. Rn ~3 .. 1 e. '+e. 51Z1E:\ . 81i.) ~:; e T. nr'e.:::\ Lo s -::Jo C (' R. .:::- 1 1 0. 00 46i::" 0() ...J . \.J. -.---...-----..-.--.-.----..-.-..-----------------------------------.--------------.-----------------------.__no ~:;," n11 ~:;haded ~:i. L. R. ~3. 1 S (.j \..J 7. 1 c~(;. 0~~ L~0 1" i:::li.j (; :50. Oil) -----------------..----.----.---------.-----------------.---.-----------------.------.----------------.--.-.._- f.1l?!} ~lll ~3hc:"\d(.?d f:3" C. f'~. ::j. 1 1 i:.: (j" 33 7. f.3 .7 i:~~ u (~If:i jji:~6. '+'~ lB00.00 -.----------------.---------------.------------------------------___________________N_____________ ~::;e fU 1 Shad t~d ;;;). L;" I.~. b. 1 10 9n .3.~~; 7" 9 L~0. 00 1 i3413. IZl0 11;~ IZiI[l" IZi 0 -----.--.---.----------.--.--.-.--.-----.--.--.-------.----------------------------.-----.-.--------.-------...-..-..-.--.-..--.------ ~:J ~~11 bhaded ~:3" C" f~. ~3" 1. H~ CI \...1 j . \_J lB,,(i0 B.3l.. 60 L~ '.5 0. I;~ III .-.--.-------------------.---.--.--..------.--.--------------------.-----------.--------.--..---.--.---------~_._---_.__._- rO.O ~:;)h ad (:' cj n;-., c I:;;: :L f-, i.:i -, 1 1. 0. -:;. .- p a \...' . " " .- . CJ i . 'j ,J E F) C) 1 Or {k. e a r. C R. El. 1 i 1i.)7 e;;. .;::> . . .. E~ T f~l'-' E' a. !... D S ,~ C: R c. 1 1 8 Ii.j0 83 1 t, 0 " .- ;:'1 " . " '.-} " . . ~~~ -, .3.. E~ ~5 i.~e0. 76 --.---..---.---.-------.------------------..--.-.--...----------..-.-----------.----------.---------------.---.-'--'---.'.--." Ne No Shd Fetr S.C. H. .:). 1 ; .L 13 n/":l t30. 0'~ 3696.00 39i=:I;~" 00 ..---...-----------..-.-.--..--------.---...-.---.-.-----.--..-------.----.----.----.-----.---------.---------.----.--.----.-----.--- Ne No Shd Fctr ;j"L. R. ;:). :L (j 9 n/a H~. 0'~ 4f::.i=:.00 '+90.00 --------..---....------..-------.----.--.---..-.-.-----.--.-.------.-----------------.-.-------------....---.-.---.--..-...-.------- In f i. 1 t rO, at i (j n l.-J i n t (~Or' Ht m ( i~~0" 9 4 ) Infiltration: Summer Htm ( 4.e3 ) :1{ .:::;71 . li~0 37 1. . Oli.) T16B.74 x 1.7':11.. 9::~ R-Value Area L05S/Btuh Gai.n/BtlJh W n L L S---------------------------------------------_________________________ N/W C.B. - Int InslJl - Ext" 5.4 1199.00 S954.20 2757.70 l.-Jood Stud -... Ext. U. c:1~:';.1i.)0 T7'+.~~0 '1.5L~.;0 Wood Stud _0- 1=ldj. II 146.~~0 5i:::~S.S0 U:?/).80 SUBTOTALS: 15S0,,00 825j"B0 3399,,00 D 0 0 R S----------------------------------------------________________________ Solid Core/Wood - ndj. 0 18,,00 399,,60 64.80 Infiltrati.on :Winter Htm( 20.c)4 ) x 1e.00 376.92 Infi.ltration :Summer HtmC 4,,83 ) x 18,,00 86,,94 SUBTOTALS: 18.00 776.52 151,,74 C ElL I N G S------------------------------------____________________________ Under Attic 19 1995.00 4189.50 4588,,50 F L 0 0 R S---------------------------------------_____________________________ Slab on Grade 0 216.00 Li.n.Ft. 6998.40 000.00 * TOTRL STRUCTURE SENSIBLE * --------------.----.-.--.-.---.-----...-----------------...---.-.......-------------.----.--.------.-----------.----------.-----------..--..-- 451c~7" 16 c:-l~57-3n i~7 ..... ...- ... .-.-...- .-- -.- ..- ..... .u_ .... ..._ .... __ ..._ ..._ ..._ ..... .... ..._ .... ..._ ..... ..". .'_ '.._ ..._ ..... _._ ..... _'N ..__ ..... _.... ..._. .._ .u_ "'M .._ _._ .._. ..._.._ .._ _.. ..__ .__ __ _.. ..... .... '... .._ ..._ ..._ ..... .._. .... .._. *.!!- INFILTRA.TION .REDI..JCTIClN PRACTICE CDt-1PLIANCE C.HEC~::I_.IST .lH . :=~==~:===::======~=====~=====::==============:================::==========~~~==~==== COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE C~ECK PRACTICE #:1. ::::::::::::::: ::'=.=:''::::: =::;::::::::::::::::: :::: :::::::::::: ::-.:: ::::::::::: :-.:: ::::: ::"7 ::::: :::: :::: ::: :::: :::: :::: ::::::::::::::::::::::::::::::-.:: :::::::::::: ::::::::::::::::::::::::::: :::::::: ::~::::::::::: :::::::::::::::::::: ::::: :::::.-::::::==== COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. l1-1.i ndo'..Js E~,; tpr iot- g., Ad j<:":l. cf?nt D()ot-'::5 E~,;teriot- Joints g~ Cr'c1.c:ks C06.:I. 606. 1. 60G.1. 606.1 Maximum of 0.34 CFM per linear foot of operable sash crack (includes sliding glass doors). Maximum of 0.5 CFM per sq. ft. of door area: solid core, wood panel,insulated or glass doors only. To be caulked, gasketed, weather-stripped or other- wi ~.;e ~;E~cl.l ed. PRACTICE #2 --------.-..-------.-..---.------.-....--.,--------...-..---.-....-----------....,----..------.-.-.-..-----------------_._---.--~.._.._.._-- COMPLY WITH PRACTICE #1 AND THE FOLLOWING: E ~,; t E~ r' .i. () 1'- I).J a. I 1 .::::. g~ F I 00 y s E ~,; -b? t- i 0 t- l,.J .",\ I I s g~ Cf.:! i 1 in !;;1"=5 D u c t l',Jo f"' k F i 1.- ~O\ P I a c: f'2~:; E~/;hal..\st Fans Combu..::5tion Heel. t i ng coe.. 1. (::.06. 1. (.:;01-::;. :I. C06.1 COC.1 C06.1 (,OC. 1. Top plate penetrations sealed. Infiltration barrier' installed. Sol~ plate/floor joint caulked or sealed. Penetrations, joints and cracks on interior surface caulked, sealed or gasketed. Ductwork in unconditionpd spacp must be sealpd. Equipped with outside combustion air, doors and flue d.~mpE1t-.,::; . Equipped with dampers. Combustion devices see (,06. 1. .. A.. :2:. Combustion space and water heating systems provided with outside combustion air, pxcept direct vent <:,\ppli<3.nce~5. ~<Jel.tet- Hea.tef"'s ** OTHER PRESCRIPTIVE MEASURES (must bp met or exceeded by all residences.) ** ------..------.-....---..-..--.---..--.--..-..---.---.-........----......------------..-..-------...-.----.---....-..---------.--------------.-------.-- C' . ~:,""I.1. inm.1. n 9 g, Spas PO() I ~::; Showet- HE'~ad::; 612.1 (::,12. 1 ,:'7 1. .-, i C.I .L. .1. Comply with efficipncy requirements in Table 6-11. Switch or clearly marked circuit byeaker (electric) or cutoff (gas) must be provided. External or built- in heat trap requiyed.. Spas and 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 percent. .N_...._..___.._........_____.___.___...........___....._____._._._.._________._.._........_________..___....___.__........___.____ Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. --..--..---..------..-.--.....-...----..-.-..-.-......-...---....-..-..---..-.-.....-..--....-.-.......-.-.--.....-.-.-.-------..---..--.-.--.---..-.----------------- Air Distribution 61.0.1 Syst.E'ms All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the cyiteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical c I OSf?' t . HVt..C C(::ontrol.::; --.....-..-..--..-..--.-........-.-..-..-..--..-.......--.-..-..-.---.........--....-.---...--.--.---.-..--.--...----.....---..-..-.------.-......-.....-----..----.-..---..--.-.-----.. 607.. 1. Separate readily accessible manual oy automatic thermostat for each systpm. I n<:;:.I..\ 1. ", -1:.: ion ..---..-..--.-..---..-..-..-..-..-.-------..-..----.-.-.-----..--.-..-..-----..--.---..--------.---..--..---..-..----.....--..-...--..-------.-..-..--.------..---..---------------..--- 604.:1. 60:2~. 1. Ceilings minimum R-1.9. Common Walls - Frame R-1.1 or CBS R-3 both sides. Common ceiling & flooys R-l1. Department of Community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Whole Building Performance Method A Van Gogh (4Bdrm) IBUILDER: Alexander Custom Homes c~::) / Si I vet-. Oc<.ks Dt-.. 1 PERMITTHJG 1 CLII'l!~nT ~3ilvf~t' Cl:'\ks~ 7--hill~'iIUF-FICE::: P<::iSCO [:t,/. IZUNE:: 41......1 ".:il M / M Nest IPERMIT NUn IJURlSDICTIUN 1. New construction or addition c. Single family detached or Multifamily attached 2. ,': . I f I'~ u I t i f ,Oil mil ~/ .-.. j\j (."I . 0 f 1.1 n i -}; ,::. LI." If rrlultifamily', i.,; th:i.,,; <:i WOy'.c~.t c.:<.sp ('IPs/no) ~.".i . [: 0 n d i t :i. 0 n 1',' d f 1 0 0 l'- a'r' e ~3. (<:, q" ft. ) ~. Predominant eave overhang (ft" 7 . PDt' C h 0 \J (;:> ).' h an [1 I P n q t h (f t. ) 8. Glass area and type: a . C 1 e.:"\ '1'-. CJ I .':'\ ,,; ';; b. 'r:i.nt~ film OJ""' ':~ola)'-' ~:;Ct-'eE'n (:'1. F=-lO(H' type and irlsul.:"tion: ,0\" f::;l<~b on gt'aclp (R-"vEtll.l.E', pet'.'imf::tet-.) 10.Net Wall type area and insulation: a" E ~~ t E' '(" i C) r-' : :I. " Con Ci"' f:' t p (I n suI at ion R-. val up) a " E ~~ t (;:> l'-' i 0 1'-' ~ ~:~ . fr,l 0 0 d fl" amp (I n suI at ion R .-. val u e ) b. Adjacent: c. Wood framp (Insulation R-valup) 11"Ceiling type area and insulation: c,i." l...Jnc:lF!Y.' attic (Insulati(..n R-"'v,"Ilu(.,,) 12.Air distribution systems <::1.. Duct,,; (In<';IJ.lat:i.on + l...ocation) 13"Coolinq system . FUPI'Tl f,1i.)0(4-.93 PI~OJF::CT "lAME: (41'-.10 (~IODr~E~:;S: OWNF R :: 1L;.. H(:~at inl] ~3yst(~m: 1~;. Hot 1.,\1 i:,,- t E' r' syst!;:>m: 16" Hot I.tJdt f~r' Cr'ed its: (HI~"'+'leat F<eco v Pt'y, DHP-Dedicated Heat Pump) 17" In f i :I. 'I.~ 1'-' a t ion pr"'(;1c:t i c.: E': :l , ;::: () 'r-' ~:~:; lB.HVAC Credits (CF-Ceiling Fan, CV-Cro5s vent, HF-'Wh 0 I e h 0 use f .:~n, RB-..r~lt tic "f-.ad i ant barrier, MZ-Multizone) 1ci"FPI (mIJ!:;t not pxceecl 11;~iQi points) .,,'\. Total. l:::l~;.-'8uilt points b. Total 8ase points E;N: 51 ~:.;9 CENT Rnl_. I (, I i NCJ.611000 CV L N e i.oJ Con ';. t 1'-. 1.1 C t ion E;i nq I e-Fam :i.l y o ':1'. ~:j.. 189~:j.. tl.JQJ 1 " 0Qi L::. ~'.10 bin~]IE' Pa.ne Bi,;1" ;:':;71" :21 <; q ft Elb, ~lJ. 0sq ft b. ..-; ( . Double Pane 121" 1i:)IZI <:. q ft G;).Ii.)0sqft 9i:L P=::: Ill. (lJO I i:::lt.\.00 ft :lIt),,,.. --,1 F~:::.:: ~"i. 40 'J :I. 0a ..._;;:: R== 11 . OIZ1'J 1I1..ib--'i::: R==:I.:l" (!.lei,! 1199.0r:!.lsqft. ;::~ 15. 01Z1sq ft_. lLf6. Q)Qisqft :l 1 a. R==:I. -=>. [WI I 199~:.'!" li.ii?i~;qft....... li?a. R:::= 6" It)Ii.), unconcl Type: Cpntral R/C SEE F~ : :I (i)" 011) Typp: Hei:,,-t Pump H~;PF: ~. 80 T Y P (.~: F:: 1 E' c. t .r-' i. C EF: 13" 1 If., 1 :5" It)" i:!,9 1t., . 17 " lB. c, 1 'j . 19i:,,-. :l9b. 9~5.. E.,~5 .::';41 i:::~tj. 65 .3~::;681. Lf3 ...-------------------.-------------.----------.---.-------------.-----------------------...----.-----...-----------.---.-- ----------------------.---.--------------------------------------------.------.--.--------.----- I Hereby certify that the plans and specifications covpred by this calcu- lation are in compliance with the I F' I. en-. i d a E n E~ 'r-' 1;1 y' Co c:I e . I !=:OREPr.mED BY: ~7 ~ /' ~/~ ............... ...........~~~~~.._..- : DATE ~ ...... ............._ ......h../"'..y,7~........ I 1 I I I i I I I hereby certify that this building is in compliance with the Florida Energy Code. OI,'INERI nUE::N'r : Dr-:l'rF:: ~/Z: 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 inspectpd for compliance in accordance with Spction 5 !.:':'; ~:~" 9 (?I t1 I=-" E,.. BUILDING OFFICIAL: 0r:::1TE;: Department of Community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Whole Building Performance Method A Van Gogh (4Bdrm) IBUILDER: Alexander Custom Homes (::~j I f:lilver-' Dak~; [)r-.. 1f=:'EF<MITTING ICLIM~~TE ~;il.V("!l" Oaks, Z"-hillsIOF"FICE: Pasco Ct;l" IZDf\.IE: .il.1 ::51 161 I M I M Nest IPERMIT ND. IJURISDICTION NO.611000 CI-< FO Rf'ri E"i)0~-:-~-9:3 PFmJECT NAIYlE: f-1ND ADDF<ESfl: OWNER: :I" N ~~ I..'! C C) n s t '1'-. '..I. C t ion 0 '1" ,::\ d d i t ion 2, Single family detached or Multifamily attached c. 'H~;" If li1ultif.::\milY.....NrJ" of IJni.t~:. '+. J f 1~1 u :I. t :i f c.. m :i 1 Y'J :i '::; t h i~; <:1 w 0 .(.. s t ca ~> (" ( y e ~:; / no) 5" Conditioned floor area (sq.ft..) 6. Predominant eave overhang (ft.) I. POr-'ch 0 v ~~l"han q 1 en qt h (ft..) 8.. Glass area and type: ,::\" Clpal" (31':;15s IJ.. Tint 'J film 0'1" ~.:; 0 1 ,3.t". ~::.C:'l"""e en 'j " F loCi '1" t;l pea n din sui a. t ion : <::1 .. Fi 1 ,,~ bon ~~ r' ,,:l d f.' ( H _... v ,::1 1 u f~ , P E' '1'-. i met p'r'" l 10..Net Wall type area and insulation: <::1.. Ex t e r-' i 0 r-' : 1 " Con C'r-' p t e (I n s u 1 c.1 t ion R-- v c.lll..l f.' l 3" Exterior: 2" Wood frame (Insulation R-vall..lel b. Adjacent: 2" Wood frame (Insulation R-vall..le) 11"Ceiling type area and insulation: a" Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) 13..Coolinq ';y';t~~m lLL I--h-~ at i. n g ~;ystel11: 15.Hot wat(:"j.... <.:.'}st~?m: 16. Hot IAat el'-' Cl"i2d.i t s: (HR--Heat Reco v E'r'Y, DHP-Dedicated Heat Pump) 1 7" I n f i 1 t 1.... <:1 t ion p '1" act ice: 1. ~ c:' 0 r-. :;j 18"HVAC Credi.ts (CF-Ceiling Fan, CV-Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 1.9,,[~Pl (ITII..l~;t not e}(ceE.d 1iZ1Q) point~;) a... Total As.-..Bl..lilt point':; b. Total Basp points SN: 5159 CENTRAL L N i:.? W C () T1 S t j" u. c t i () n tl i " q :I i-:' -"'F ,,:'1 m i :I y III "~'. ,..J" i+ " ~.:3 .. i.n9~5. ~~QI 1" 0Q'! 1;~~" I;~ III Ein~lle P21.ne f3."" " ::;;71" 171sqft Elb" ~~'1. (.?1sqft b. Dou.hlE' Pane Iii" Oll't~,:.q ft 121" Q)(i)sqft <:l a. R::-": (~). iL'10 ? i=':: 1. (;. C?iQ.'1 ft 111..'1,':;\---1 R::::: ~5" Lf0~ 1 Ill.:'.". ''''i:~ Fx::::: 1 1. " Ii.)(~, 10b-'L=':: R:::= 11. 1/)0, 1. 1 99. 005 q f t m............_...... i~: 1 ~i.. iL'lIi.'t.::; q f t .................. 1. if (;. 0~?! ':. q f t m._......._........ :1.1.a.R:::=19"Q.1iZI, 1 9 9 ~::.;. 1/) (7.1 <., q f t ....m............. 1 i='::c:\" 13" F<'.:: t;.. 0~?1, uncond Type: Central AIC ~;FE F< : :I. ~/'1, (7.10 Type:: "'I~~~:\t Pump Hbj:")F: E.>, H(.?! '1' Y P ~~: E 1. (:" C t t-. i c: E::F.: 171" E\c) 1.1+ " :[:5. 16" 17" :1.8" ,-'I I:::. 19" 19a,,, 1.9b.. 9~5.. b~.s 3f.f 1 i~:9" (;, ~:) :.~; ~:.; 6 El :l " if ::;j ---.------------.-----.-.---.-----.---.------------------------------------------_._----------._---~----- ------.------------.---------------------------------..-..-------.--.-------------..--..---.------..------.- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- I covered by this calculation indicates lation are in compliance with the I compliance with the Florida Energy F'l Or". i da Enet-'g ~., Code. I Cod e. Be f en"f.., con st r-'Uct j on is co 111 pI et eel ~/ ./ ./~ /:: h i~:; b I..l j ] din 9 \rJ 1 11 I:)("! i. n s p p c.~ t E? d f 0 '1'- !=)RFPf-1R[n BY: ....-"'. ~~. ...... ._'"....._.~~_._.. 1 compliance in acco'r-c:lance "'Jith '::)i"!cti.on nl'_~ "'F. '7' "./ <; /C./ I I:C-I'::-'";. C "hn I:: (-. ._1'1 -... /' ~ /.." ~.....,/ {J::>. ..I. I~._,u 1'0".\ .. \.\" 1 1 I I i 1 BUILDING OFFICIAL: 1 [)f':nE: I he~eby certify that this building 1S in compliance with the Florida Energy COdE'" . . . [)IAiNF H,/ ~=1[;FI\IT' : pr'lTf' ~ ['2 .,1,- ::. ~ .........../.._.-::... ....... ~ ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* === BASE === === AS-BUILT === -----.---------------.---.---..---------------.----------.----.-.---..-.----------.-------.------------ ----.---------.---------.-.----------------------------------------.---.--..-.----.------------.-- GLASS---------------- 1 ORIEN AREA x BSPM = POINTS I I\IE m~" ,~: 7398.0 90. ~H!) I.... .u ::::if:. :I. 8. 0Q) 1. '+B. IlliZI 8-c:.(:: :l.L~79.b ~j;;'-:" ;::: 1(~16~':.)" 6 1. ij 0121 Clc" 1 4."'-. 6 ~~) I...'" I:::' , 'j . !~1W '+9. ~?1IZ1 E~i=: II - '+0;:::7. CI 1_.. ~._t r..IW 4,E~. 11.) ill 8i:~" .. :39'+5. b I::' TYPE se ORIEN AREA x SPM x SOF = POINTS SGI... eLR NE 80. 0 l l " c:. " 94 ~.'=';T7'+ . f:, !::)(3L CLR ,..jE :I. 0. 121 "."7 ;::~ ~.:~ 1~3 4-'+ 7 " i:.i { ( " , ...' E3GL CLF< E :I. B" 0 109 .=. ~5b :I. 1. ,,):~; . B . ..... . SC3L CLR SE 10" 0 1. :I. .::' ':1,.:; :I. 1;~4'+. ";." 1.._ n .. . ,., SGL_ CLR SE -C:f:. " 0 '1 :I. c:. . 9 " L~ 7 1 2:;-(5. j SGL CLR !:")E "7"-' ~~ 1 L::. 9 ......1 2592. .- , I::. . " ,_'1.- c. E::;GL CLR m~ .I~.~j . Q) 1 1 L::' II 9 .. 1 E~96 7 . '\1'e_ . ~:iGL CLF< ,-. 1 B" 0 1 ~~0. .. ....... ~569 1. .:::> .,.. n ~_II..- f.; C3 l... CLR t:;l.j i~'3 0 1 1 .. c) 9 :;;.; t::. 1. 1 -. . c. ~ . d f . ..... E3GL. CI...I:;(: I'Jt.-j ~:::b 0 "7'7 ... Cj i+ 1. \~?I-l(::1 . i ( . C. . " , SC3l... CL.R I\lW _. - 0 T7 . .. . f:. 1 1. 043. 9 1....L...11 I.... n 15 x CONDo FLOOR I TOTAL GLASS = ADJ. x AREA AREA FACTOR . 1.:3 1, t39~.~i. 1210 ::37 1. '~0 --.--------------------------.-----------------------------.-----------------------------.------ --.--...------------.-.-.--------..--------------------------.------.---------------.------------------------__H' GLr-1SS PO I NT!:3 nDJ GLr-lf:;!~; PO I "IT~:; G.L AC"c, "J.. .._j._! PO I \'.IT~:; .766 ;:~; I;~ '! 4 ') 6" ,7: ~~ i~~~ ~~; ~ 3 f, ~5 II .3 ~5 I ;::: ;::~, E~, '+ 1. . 3 ::s NON GLASS------------ I AREA x BSPM = POINTS I TYPE w n Lu L ~; .- ... ... .... -. .-. -.. ... .... -.. .-.. .... -... ........ ..-. Ext 1414.0 1,,0 li~1.'+.0 nclj 1L~6. Q) n -7 1 iL~ ,7.:" ,=: DOORS---------------- Aclj lB.0 1.6 ,~:g. B C E:: I L I N [; !:3 ... ..- ... ... ...-.- ..u.. ...-.. .._... .-. un lB95.0 .f:. 1137"0 FLOORS--------------- SIb 216.0 -31.B -f:.B6B.8 INFILTRnTION--------- 1895.0 10.9 20655.5 R-.l.J ~iLUE AREA x SPM = POINTS Ext NormWtBlock In E x t t.-j 0 0 cI F 'r.. <'3. m e ~:)c:1 j l.) () 0 c:I f::.r..C( rn E' ~.:).. l~. 119l::).(~ ;:~l::!.O 1.4b. ~) .96 1.90 . 7iL~ 11~d.0 410B" ::::; 10,~:. ,::: :I. 1. " Ii.) 11. 0 r-lc1j l.Joocl lB.0 ~:::. '+0 4.:;. i::~ Unci e'r.' r-lt tic 19.0 199~:;.O 1. 10 ;:::~ 1. <:) if" ~:S S J. ab.-on-Gr-'ad E' . Ii) .. I'. ,n .u j C 'n ~:::. b II Il.l _.....:.;.. 3".1 -E.,B90. .:~ I=:'.r-'i'!ct ice :\:~,:~ lB95.0 10.90 20655.5 TOTAL SUMMER POINTS ================================================================================= ::~9 'j B:~A. 05 I i~0, 505" B9 :::====:::=======================:================================================== x CAP x DUCT x SYSTEM x CREDIT = COOLING RATIO MULT MULT MULT POINTS TOHH._ x SUM PTS t:;\'E;;TE,'1 IYiUL T COOL I r~G I 'r[)T~lL. PD I tH~~3 I COiYlPiJN 39, E\3L~" 0~5 '-;.'-' II ......, 1.4,738.60 I 40,505.89 1.00 1.100 1. 000 15, 1.i+9" ;:::1 . 340 ======================::========================================:==========::====== ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* :".::=::= BASE ::::::::::::::: :::::::::=: (4S.., BU I L T ::-.::=:::::: ------.-------------------------.---------------------..--.------------------------------ --.----.---------.---------------------.-------------------------.-------------------------.--- TYPE SC ORIEN AREA x WPM x WOF ::::: POINTS GLASS---------------- I ORTEN AREA x BWPM::::; POINTS I --_._._-"_.__...,.~._._--_..-_._-_....._-_._-_.~_.._.---...-.-.------.--------------.----.--.-.--...------..------..----------...---.--.---------------.--------.- r\IE I) (.I. iZlO ....J.. Lj. --3iZI6 . 0 E :I. c:, o iLl .- ". '+ ....f.:' 1 c. ~..) II ',..'. . ~;E:: 1 1.+13. 00 -. ..:; II .L. -'-~5~?J311 ,::-- .::;i lEl. 1i)1i.) '1.1). ()Q) .::+ i3. 121Ii) .-lE.-S. f., .-- 1 6 2i. i::: .'-,.~i. <"+ -,..3. '+ --3. L. --b III ;::: Sl,.J I\J[..J SGL ;3GL f:jGL SE,L f:; E; L ~;GL SEiL. SGL SGL. SGI... SGL. CLR CLli CLf<: CLli CLR C;I....li CI._f~ CI.._ f< CLR CUi CLR NE B(). 0 ; . ,\ 1 . 013 f,.36. i+ r,JE 1 O. 1i..I .., Lj. 1 .:;'j 1 0;~~ . c~ ( . . [" 1 8. 0 ""J 1 65 t, ::.i. ... n ... _... ~'-l.~:. n L._ . \...' SE lO. 0 -- lI2). -;" 9 . .-(~5. . \..J . '..-' ...J ~:;E ~~E:. . 0 --lO. .. 1 7 -..q.LI.. 9 \.... . , SE 7;:~. 0 .- llZl" ':a" .- 410 ;::~ I) i::, c~ '.-' . . SE 412). 0 -_. 1121. ,_.} . ~~5 -.-~:~Ii) . 6 lP,. Ii.) _00' 1 IZI. ') -- T3 1 I.f:?S. I. .:::;) . J. '\'1' ~:l["J ./+9. Ii) _.- 11i..1. ...~.; . 9:;; --LI.6f... 8 N[..J i::b. Ii) 4 1 0B ;~~:0(~, . i.7I I . '..... Nl') .-,.-. 0 i 4 1 ,.~jE:, 2i=~ 1 B CC:. II . . . --.------.---------.----...--.-...-----.-..-------.--...----.-------..-.----.-----.--------------.-------..-------.--.--------.----------------- ,,:1.5 x CONDo FLOOR / TOTAL GLASS = ADJ. x AREA AREA FACTOR GL.r-lSS POINTS ADJ GL.f.:lSf:; PD I NT~:; Gl...f:4f.;H PCi I j\J'rs . 15 :371 . if.)0 -------.-------.-.---....-----.,---..--.--.--------.--..-----------------------------------------.---------------------.- 1, 04~5. 91 1, i:3(~5. [10 II '?t:,fi -1 , (~6 1 . LI.Ii) ..._C~f)6. 4~j I ----------.------------------------.--.--------------------------------------------------- --.----.--.--------------------------.----.-----.-----.------------------------.---------------------------. NON GLASS------------ I AREA x BWPM::::; POINTS I TYPE R....l,.'b"iLUE AREA x WPM = POINTS WnLL.S---------------- E:xt 1.-'1, lL.. 12) 1.. 1 1 ~.:i~.:;;:..'i. .~ -.--------------.---------.----------------------------.-------------------....----.-------...--------.----.--------...----- rlelj 1 L.6. 0 1.[-) ;:~6C:n e, DOORS---------------- Adj lB.0 4.0 7~:;:~. 0 CEILINGS-----------.-- UA l[-)95.0 .f.:. 1 1 .~;7 . 0 FLOORS--------------- c.]1 ..:lE -h :I C ,::i . :) i:::' . :'. 1[.1 .-. .. -3 --4:l~i). 4 INFILTRATION--------- l895.0 4.1 7769.5 Ext NormWtBlock In f.~_:,,;t: ["Jood Fr'ame f.:l d j l') 0 0 cI Fr.' c:\ ITI \? 5. '+ lL~) 1 :I.. 0 ll99.0 ~~l~j. 0 lL. [~'. 12) i.~~ II -l E1 -- -- -.. ... - ...~.;._-:j...~; ...~.; II i.::: (:~. ,%) 1. e,o .::+.30. ILl ~~ 6 (:~. 13 f.:ldj l.)o oel le..~) ;:i. 9~~ 10G.c Unde.r. Att ic 19.Q) 199~5. ~i) 1. f'I0 1995. 12) E31 ab-- on -Gr~ad e . Ii.) ;::~ 1 f.:,. Ii.) I::'.. 512) :'A i{'I. ~) Pr"<:4.ct j.ce #2 189::i. ~:) 4. 10 77E:,C). :'.i c:),41c).8~.'5 I --------------------------------------------------------------------------------------. --------.------------------------.------------.-----..------------------------------------.-..-. TOTAL WINTER PDINTS --------------------.---.-----------------------.----.-------.----------.------------.--.--..---- ---------------------.-------..---------------.-----------------.---.--.---.----.------.--------- 1. ~:.i, '+ B c~. E:, :~; TUTm.. x l.JI N PTS hYSTEr'1 lT1ULT HEAT I NC:J I TDTAL. PDINTS I CCiIYlPDN x CAP x DUCT x SYSTEM x CREDIT = HEATING RATIO MUL.T MULT MUL.T POINTS I), 1..1. '=j. 13~:j l. 11() -----------.-----------------------------------------------.-----.--------.---.-------------------- E1:t 51511 Lr.~.:.5 1 O,! .::;i(-, 1 . B3 ! 1 ~j ~ ./+B;~:. f::, ~~; 1. ')121 1.. ll210 . ~500 1 " 121tZ11r.'l ------.--------------------------------------------.------------------.-----------.------------- --.--.----------------.------.---.-----------.----------------------------.----.-.--.----.---------.-.-.-----.-.--.---- ******************************************************************************* WATER HEATING ******************************************************************************* === BASE === === AS-BUILT === ----------.-------.-..-----------------.------------------------------------------------------------ ----------..-.-...--..--.-----------------.--.-------.-.------.----..----------------.-------------------..--.-------.- NUM OF BEDRMS x MULT TOTAL I TANK VOLUME i EF TANK RATIO x MULT x CREDIT MULT = TOTAL 7 ~ :3527n0 10,581.00 I 50 a89 1.000 3488.3 1.00 10,4G5.00 ---..---------.----------------------------------------------------------------------- ---...--.-----------------.--.----------------.-------..-..--------------------------------------------------- ******************************************************************************* SUMMARY ******************************************************************************* === BASE === === AS-BUILT === --.-.-----..-------------------------------------------------------.-----------.---------.-,--.--- .-.-.--------..--------------------------------------------------------------.-.--------.-.------ COOLING POINTS + HEATING POINTS HOT WATER + POINTS - TOTAL I COOLING POINTS I POINTS + HEATING POINTS HOT WATER + POINTS - TOTAL POINTS 14738~6 10361.8 10581.0 35,681.43 I 15149.2 8515.4 10465.0 34,129.G5 ___..._._.__._.MM.________.____...M.___.___._.__.________..____________________________________________________________ .._.._...._.........__._______________.__.____M.____.___._______.__.._____._________________________________________.___________________ ***************** * EPI = 95.65 * ***************** EI\~E RGY [iU I DE~: F" (J .r' d eta i 1 f? cj i n f (J r'" In at i (J n of the EPI rating number or for any ITEM listed, ask your Builder for DCf~ F=-o.r-.m 600(-"i...-93 o .r-. F 0 'r' m 60~~P.-9 :~; EPI== 95.7 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 ITEI'fi HOIYlE ',.I ~~LUE LO~.J Efficiency Hi~lh Efficiency lrJ:[ NDOlrm. . . . . . . . . . . . . . . " " " " . . Sin q 1 e C]. e a'r' SINGL CLR D8L TINT IX--------------------I I NE~UL...AT ION. . . . . . . . . . . . . . . . . . Cf?ilinq F:."-'."'alu.e."""...",, 19. Ii! R-10 R-30 1...-............-.............-......--)( .................-...-................. ...........1 R-0 R-7 1---------------1-----1 R-O R-19 IX--------------------I J,..J",..ll R...ljaluf?........ ~5.4 F=- 1 0 0 'r" li-..i,.',:ll ue" " . . . . . . . ,~. 121 AIR CONDITIONER.......... ... ;-'E.: E'-I'''' ~.:J :_ _:. .,.~.. II U II .. II .. II II II .. II :, .. .. .. .. ., II A .. II H~. 0 10.0 SEER 17.0 1)(--------------------1 HEATING SySTEM"..."......... Electric HSPF" " ....... ... G,,/3 6.8 HSPF 12.0 1 X..... ..... ..... ..... ..... ..... ...- -- .... -... .... ...- ..... - .."..."..- ,,'" -- "... I w~rrrF< HE~nER.....".......... I:::l(~ch'ic:: EF-..""."......". !i.1. iY~j 0.88 0.9(; I--X-.----------------I 0.54 0.90 1---------------------1 0.40 0.80 1---------------------1 Ga 5 EF" . . . . . . . . . " . . " !i.1. IlliZi ~:;; 0 1 2? r' EF" " . " " " " . . . " . " " ClTHEf< FE!=lTLJr~E~:)...."....."... II .. " II .. II .. a II R II .. at II II II P 3 n " .. .. ,. I' nUll " '[ t. - to- t to- . c:: e t... 1. l Y . I ) a' : I )I? 5 ii' e n f~ t'" ~I Y s. a I.' i n 9 Energy Code hal.'e been installed in features required this housf? fo.,.-' the Flo)'''.idct Bui IcIE'r". Ad ci .,., "2 5 .,:; ~ L.o..".~...2...~.~_lhY..~..~~._.Q.~"~,,L.\>..Q:....__._~:3 i q n at u )., e : ._... ~:: ~ .~.~ : ~ ~~ p F.~:.~~.~..,~1..~c~~~jf..;:~..~.~..i.id-i.~q Con 5 t . I Florida Department of Community Affairs ......_... .._...... .........._...._......".............".". ........_...... D ate ~ ..._.9...:I2,,=-1..6.......... r=-L.""E:=PL_ [:~~RD93 RES IDE N T I A L WIN D DES I G N AND ANALYSIS Second edition For one and two story wood, steel, masonry residences Calculated by Standard Building Code Section 1606 (1994 edition) Revised 1996 An engineering computer program by EDA Software, Inc. Copyright 1995 EDA Software, Inc. This software includes BRUN45.EXE, a run-time module owned and Copyright (C) The Microsoft (R) Corporation, with permission. Press <ENTER> to continue? :DA"t-A. 0"2'.: ~D1E~. ~~HI\J50~ PAlt:.~ 9-11-9b Py-oject name: AJ-e..XANDE.)Z.. C~-=n-o~ f-IoME.~ Ne...~Ttz:E:.~. = ~::: = ~ ~ ~ _ _ _ _ _ _ ~ If ~_Q~ _ _ C ~ ~7., _. _ _ _ _ _ __ __ ___ ._ __ __ _._ __ _ _ _ _ _ _ _ _._ _ _ _ _ _ __ _ __ __ .__ _ _ _ _ _ _ __ R E ~3 IDE N T I A L WIN D DES I G NAN D A product of EDA Software, Inc. ANi~LYSIS ------------------------------------------------------------------------------- **** GENERAL DATA **** Permanent construction T-shaped building :(------ A ------) : (-------- B -------): (------ C ------): 1 1 1 I I"; I 1 , , 1 1 1 , 1 1 - -.) : 1 1 1 I ,------------_____ 1______-----______1 I 1 I : Bearing wall Bearing wall : : at roof Jevel at roof level : 1 , 1 I : (----Plan outline ------Ridge------: : of residence : , 1 1 1 : Bearing wall at roof level : 1 I ,-------------------------------------------------------I (------Bear i ng walls at roof level- F E v : (------------------------- D --------------------------): All dimensions are out to out of walls. Dimension A = 8 feet Dimension B = 38.67 feet Dimension C = 23.33 feet Dimension D = 70 feet Dimension E = 21.33 feet Dimension F = 34 feet Roof overhang in long direction from outer face of wall = Roof overhang at short end wall f,-om outel- face of Willl = Height of exterior wall to top of plate on long side Roof cross slope = 6 /12 1.33 feet generally o feet geney'ally 9.33 feet constant Wind velocity = 100 mph All ends of building are hip-ended Building has one or more porches D(;\1~1 ;3UMMARY o F H U R R I CAN E A N C H 0 R DES I G N SEMCo hurricane anchors Member number 1 --Span 38.67 feet--located in interior zone--Model TAP8 Member number 2 --Span 38.67 feet--located ln end zone-------Model TAP8 Member number 3 --Span 25.33 feet--located in interior zone--Model TAP8 Member number 4 --Span 25.33 feet--located in end zone-------Model TAP8 Member number 5 --Span 21.33 feet--located in interior zone--Model TAP8 Member number 6 --Span 21.33 feet--located in end zone-------Model TAP8 SUi'1i'1ARY o F H U R R I CAN E A N C H 0 R ANAL.YSIS All forces are ln pounds. Resistances have been increased 60 percent. End zone width = 8 feet Code: C - Compliance N = Non-compliance SEMCo hurricane anchors Member 1 --Hip roof--Span 38.67 feet, at 24 inches oc--in interior zone: Uplift = 1036 Dead = 457 Net = 579 Model TAP8, Resistance = 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss Member 2 --Hip roof--Span 38.67 feet, at 24 inches oc--in end zone: Uplift = 1036 Dead = 457 Net = 579 Model TAP8, Resistance = 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss Member 3 --Hip roof--Span 25.33 feet, at 24 inches oc--in interior zone: Uplift = 827 Dead = 358 Net = 469 Model TAP8, Resistance = 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss Member 4 --Hip roof--Span 25.33 feet, at 24 inches oc--in end zone: Uplift = 827 Dead = 358 Net = 469 Model TAP8, Resistance - 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss Member 5 --Hip roof--Span 21.33 feet, at 24 inches oc--in interior zone: Uplift = 621 Dead = 259 Net = 362 Model TAP8, Resistance = 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss Member 6 --Hip roof--Span 21.33 feet, at 24 inches oc--in end zone: Uplift = 621 Dead = 259 Net = 362 Model TAP8, Resistance - 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss ~i\ SUMM(~RY o F CON S T R U C T I 0 N----P AGE 2 **** HURRICANE ANCHORS **** SEMCo anchors End zone width = 8 feet Member 1 --Hip roof, Slope 6 ,/12, Span 38.67 ft., at Model TAP8---'.14 gauge anchor, 5--10d nails to truss Member 2 --Hip roof, Slope 6 ,/12, Span 38.67 ft., at Model TAP8----14 gauge anchor, 5--10d nails to truss Member 3 --Hip roof, Slope 6 ,/12, Span 25.33 ft., at Model TAP8----14 gauge anchor, 5--10d nails to truss Member 4 --Hip roof, Slope 6 ,/12, Span 25.33 ft., at Mode! TAP8----14 gauge anchor, 5--10d nails to truss Member 5 --Hip roof, S!ope 6 ,/12, Span 21.33 ft., at Model TAP8----14 gauge anchor, 5--10d nails to truss Member 6 --Hip roof, Slope 6 ,/12, Span 21.33 ft., at Model TAP8----14 gauge anchor, 5--10d nai!s to truss 24 in. oc-.--- inter ior zone 24 In. oc-"-'end zone 24 in. oc--- inter i or zone 24 in. oc--end zone 24 in. oc..-. inter ior zone 24 in. oc--end zone 1\, t I \ ~ \,~ SUM MAR Y o F CON S T R U C T I 0 N----P AGE 3 **** ROOF SHEATHING AS SHEAR DIAPHRAGM **** ** Transverse ** Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is STRUCTURAL 1 plywood, 15/32 inch thick, no intermediate blocking Sheathing has no intermediate blocking Fasteners on panel ends are 8d common nails spaced at 6 inches Fasteners in panel interior are 8d common nails spaced at 12 inches Total length of shearwalls = 45.25 feet ** Longitudinal ** Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is STRUCTURAL 1 plywood, 15/32 inch thick, no intermediate blocking Sheathing has no intermediate blocking Fasteners on panel ends are 8d common nails spaced at 6 inches Fasteners in panel interior are 8d common nails spaced at 12 inches Total length of shearwalls = 24 feet ----------------------------------------------------------_._-------------~------ **** ROOF SHEATHING FOR FASTENER WITHDRAWAL **** Interior zone (area Ri) Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is 48 in. by 96 in., 15/32 inch thick Sheathing has no intermediate blocking Fasteners along end trusses are 8d nails spaced at 12 inches Fasteners along into trusses are 8d nails spaced at 12 inches Edge strip (area Si) width = 4 feet Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is 48 in" by 96 in., 15/32 inch thick Sheathing has no intermediate blocking Fasteners along end trusses are 8d nails spaced at 12 inches Fasteners along into trusses are 8d nails spaced at 12 inches Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is 48 in. by 96 in., 15/32 inch thick Sheathing has no intermediate blocking ------------------------------------------------------------------------------- *** REI N FOR C E D MAS 0 N R Y TIE B E A M *** Size of concrete masonlY beam = 8 in. x 16 in. nominal ( 7.625 x 15.625 act) Top reinforcing steel = 1 --# 5 Bottom reinforcing steel = 0 --# 5 Reinforcing steel cover at top is 1.5 in. End of vertical tie column bar is to be bent into a standard A.C.I. hook. ~11J SUr1MARY o F CON 5 T Rue T I 0 N----P AGE 4 **** TIE COLUMNS **** Tie column number 1 : Concrete masonry with Masonry mortar is Type Reinforcing steel is Grade 40 Tie columns are single heavy aggregate, 8 inches wide, ~ psi S ~O~ Bars are centered in grouted cells. cells with 1--# 5 each cell, at 120 inches Tie column number 2 : Concrete masonry with Masonry mortar is Type Reinforcing steel is Grade 40 Tie columns are single heavy agg,-egate, 8 inches wide, ~ psi S :;7 CIllr::Pc::> Bars are centered in grouted cells. cells with 1--# 5 each cell, at 120 inohes' Tie column number 3 : Concrete masonry with Masonry mortar is Type Reinforcing steel is Grade 40 Tie columns are single heavy aggregate, 8 inches wide, ~ '?0o- psi s h~ Bars are centered in grouted cells. cells with 1--# 5 each cell, at 96 inches Tie column number 4 : Concrete masonry with Masonry mortar is Type Reinforcing steel is Grade 40 Tie columns are single heavy aggregate, 8 inches wide,-l500 PSl S 7~. Bars are centered in grouted cells. cells with 1--# 5 each cell, at 96 inches cGMI SU~1MARY o F CON S T R U C T I 0 N----P AGE 5 **** REINFORCED MASONRY SHEARWALLS **** All shearwalls are Masonry compressive Steel is Grade 40 Required lap splice 8 inch concrete masonry with Type 5 mortar strength is 1500 psi on net area = 40 bar diameters (25 in. for #5 bar, 30 in. for #6 bar) T1-ansverse: Shearwall 1 is 54 inches long with 1---#5 in single grouted cell at each end Shean..Jall 2 1S 60 inches long with 1-.-#5 in single grouted c(3ll at each end Longitudinal: Shearwall 1 1S 36 inches long with 1"--#5 in single grouted cell at each end Shearwall 2 is 48 inches long with 1---#5 in single grouted cell at each end d;), ~ \ SUM MAR Y o F CON S T R U C T I 0 N----P AGE **** FOUNDATION SIZE AND REINFORCING **** Footing is a turndown slab Footing is 16 inches wide by 16 inches deep 7 iq i I