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Home My WebLink About97-7122 BUILDING PERMIT 7122 Permit CITY OF ZEPHYRHILLS (813) 788~6611 13 /s7.~o 73.71 Date / tJ -~3 ' 7'7 BUILDING ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Property Owner: ~ .~~ Job Address: 0-Lj.iij" - 1:9~ --<fr Parcell.D. # 1/- :l-6-.;)./- 0 {) /0 ... / 'fYOb - (J EJ ~ 0 Zoning: Energy Code: Radon Gas: / Ii J-.D Description of Work "~?l_A_J.t-_(j C? Water Meter: T.I.F.'s: NO OCCUPANCY BEFORE C.O. FINAL C.O. DATE Complete Plans, Specifications and Fee Must Accompany Application, All work shall be performed in accordance with City Codes and Ordinances. Inspector Permit Fee d- if (;l, y Lj Signature Company Address Telephone# DATE ( Valuation or Contract Price /~) ~07J.tJV ~? City License Registration # State Certified License# ~~ BUILDING <"'"" ;? 7pA.-d JJ1aJ ,J,6 9 ELECTRICAL PLUMBING MECHANICAL Ftr. 0- Pre SLB Lintel FRM. t/ Insul. CL WL Breakers Ducts Insl. Compressor Final Tp. Servo Rough In vf'Z.-II~ If J /2L.f( Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Driveway ~/1'2&47J!-';::t REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($+i-.90) shall be made for each trip for each trade: c;l-.s-' tFD Wrong Address Condemned work resulting from faulty construction. Repairs or corrections not made when inspection called. Work not ready for inspection when called. Permit not posted on job site. Plans not at job site. Work not accessible. a. b. C. d. e. f. g. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. 6u(Ajl\.Jlt~ ~r: ~'-fL~ lq-pL ~+ VALl) (~/1oo 8~G. a~C 3d ,>?'f 1120 ~- f+ '!- L 5~ ~o G2-h i) (T C~€-c. .h.!!JIS feoQ- -' N. ! A MD oN 61 s / /. 2- 0 1/2u ~/. f.f Tv2.f?r.H.. ? Cll.-T tn(,s ~ ll/lA / 11<.f r:e-c,> rJ/A PETERS CUNNINGHAM CONSTRUCTION 5424 - 19th ST. SQ. FEET PRICE MAIN OR LIVING AREA - $ 40.00 OTHER AREA UNDER ROOF 1,120 $ 15.00 OTHER 0 $ 15.00 VALUATION $ 16,800.00 FEE SHEET $ 105.00 ADDRESS $ - DRIVEWAY $ - BUILDING: $ 157.50 ELECTRICAL: $ 73.74 PLUMBING: $ - MECHANICAL: $ - RADON: $ 11.20 CREDIT: $ - TOTAL $ 242.44 I SEWERI $ WATER: $ TOTAL: $ - I 3/4" WATER METERI $ - I I T1F~:1: : I TOTAL: $ IRRIGATION METER: $ TOTAL: $ 242.44 242.44 OWNER'S IWIE N\ R. ~ }..(~ ~ ~i2: 1ii:u.s. I OWIIU'S ADDUSS 5-12.4 19th St<ee.1 JOB ADDRESS ~ F\ J'..A..,fr PHONE Zep /-.l. ~~J.l1 l\....) . /7 . //f-'J '. qvf \ ,,(j t{/ , S~ JD.-'l '7~v ~ 933'1 APPLlCATIOH FOR. PEBKIT CITY OF ZEPIIYlUIIu.5 BUlLDDlG DEPARTKEIIT LEGAL DESCRIPTIOII: I.OT(S) BLOC1L--.SUBDIVISIOH PARCEL LD.' d- "2-<.0-- 2-.l- 0010 4 14400 .00100 (OBTAIII FROM PIWPERTY TAX NOTICE) WOlUt PBOPOSBD:Lew CODstmction ~itiOD ~teration Jlepair _Install b Af2....14 bot:> ~i8ll ---Kove --Peaolish _ec-ercial ----1t/F _' of Units ----1t/H _lDdust. ~wia. Pool /Other PIWPOSED USE: ~iD&1e Faaily ---Restaurant 6 Health Departaent Approval DESCRIPTIOII OF WOK: -:Bu.v Lc) f:+ 2..~ ()(-4o' Qo N(Jl.?1"r. 6lLJ.cJc. 6-~G-L-= U//M E{ tlE' -Q I 0 pD,/IJ ~U A-7E. . S-t ~1Q rV'---- BUlLDDlG SIZE: Z lJ X 40, / J20 Square Feet, (9) Height IlESIDEIITUL: ATTACH (2) PLOT PLAIIS 6 (2) SETS OF BUlLDUIG PLAIIS 6 (1) SET EIIERGY FORMS. COHHERCIAL: ArrACK (3) SETS OF BUILDING PLAIIS 6 (1) SET ENERGY FOBHS. PIWPUTY SURVEY IlEQUI1lED FOR ALL NEW COIISTRUCTION ~ .L...,sUlLDDlG $ 2r'J/D09. 3/ . PERKI.TS REOUESTED Valuation of Total Construction RT.KCTBICAL AIIP Service Florida Power Corp. W.R.B.C. ---1IEawnCAL $ Valuation of llecbanical Installation _PLlIIBDlG GAS JlOOFDlG TYPE ~F mIlSTRUCTIOII: L.a1ock ~raae ~teel SPECIALTY Other FIIIISIIED FLOOR ELBVATIOIIS: /; 34 Fl. IS PBOJECl III FLOOD ZOIlB AREA! YES NO .......................................... mHTllACTOR SECTION WllPAIIY ZEAJdlt)) GflfrH<-- (j d/ldcftd,J State Cert. or R.egist. . t28.eo4ab 3 ~ City License Registration' 77 ......................................... ~ RT .KCTIlICI All ,~ Siooature 'A ('}- (f RA A ~ EA~L~ COHP~r~ fr r- l State Cert. or Regist. . City License Registration . .......................................... COIIPAIIY State Cert. or Reaist. . . City License Registration . .......................................... PLUllBER. Signature COIIPAIIY State Cert. or Regist. . City License Registration . .......................................... IlECHANIC.AL Signature COHPAIIY State Cert. or RegiSt. . City License Registration . .......................................... nTRRR Signature APPLICATION APPBOVED BY PEBHIT OFFICER. CONDITIONS O~' PERMIT At ~ ,." IT A.NOTICE OF, DEED RESTRICTIONS fbe undersigned wulerataodB that this pentt JaY be subject to 'deed restrictiOll8' "hieb JaY be lOre restrictive than City regulationa. !be undersigned i88U1U responsibility for COIpliance "ith any applicable deed Iestrictiona. B. uNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the OIdll!r haa hired a contractor or contractors to undertake IOrk, they JaY be required to be licensed in accordance "ith atate and local regulationa. If the contractor ia not licensed aa rlQUired by law, both the 0IIDeI and contractor JaY be cited fQI a aiacleleanOr violation under atate la.. If the ower or intended contl:actor are uncertain aa to "bat lic8ll8ing requireaents JaY apply for the intendecllOrk, they are advised to contact the City of Zephyrhilla Building Departaent, (813) 188-6611. FurtberlOre, if the owner has hired a contractor or contractors, be ia advised to have the contractor(a) aign portiona of the 'Contractor Sectiona' of this application for lIbieb they .ill be responsible. If you, aa the OImer aign aa the contractor, you are in4icatiDg that you, rather than the contractor, are respooaible for the IOrk. If the contractor "iabes you to aign aa contractor that JaY be an indication that be is not properly licensed and is not entitled to peraitting privilegu in the City of Zephyrhilla. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the appJicant, have been provided .ith a copy of 'Plorida's ConstrucUon Lien Law - lUeoImer's Protection Guide' prepared by the Florida DepartleDt of Agriculture and Consuer Affairs. If the applicant ia 8OIeOIII other than the lOIIJler', I certify that I have obtaiDecl a copy of the above cleacribecl docUleDt and proalae in good faith to deliver it to the lowner' prior to COII8Ilceaent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforJation in this application i. accurate and that all work "ill be done in COIpliaoce lith all applicable lU8 regulating construction, loning, and land developaent. ; Application is bereby aacJe to obtain a perfit to do 1IOI1 and iuatallation aa indicated. I certify that 110 IOrk or iuaullation bas ~ced prior to i8l\1iDC8 of a penit and that aIllOI'k .ill be perfDIB to aeet 8taDdarc1a of all lawa regulating construction, City codes, loning regulations, and land developaent regulationa in the juriacliction. I also certify that I understand that the regulations of other goveruental agencies JaY apply to the intended 1IOI1, and that it is IY responsibility to identify what actiODS I IUIt take to be in coapliance. Such agencies include but are not liaited to: t DepartJent of BnvirODl8lltal Regulation - Cypress Baybeac1a, Wetland lIeaa and BnvirODll8Dtally Sensitive Landa, Mater/llaatllfater freataent t Southwest Florida Water Hanag8I8Dt District - liells, Cypress Baybea48, Wetland Areas, Alteriog IIatercooraea t Ara, COIPS of Engineers - SeaIIalla, Docks, lIavigable watenays t DepartJent of Health' Rehabilitative Services, Bnvircmaental Health Unit - IIells, Waatelfater freataent, Septic lanka t US BnvirODleDtal Protection Agene, - Iabeat08 abatel8Dt I also certify that, if fill Jaterial is to be used in Flood loDe II' or II, etc. " it'is understood that a draillage plan ad4reasing a 'COIp8D8atiog vol_I Idll be sublitted lIbich is prepared by a professioDal engineer registered in the State of Florida prior to petlit issuance. A ~it issued shall be couatrued to be a licenae to proceed .ith the IIOIk and not aa authority to violate, canc:el'alter, or set aside any provisioua of the technical codes, nor shall issuance of a petlit prevent the BuildiDg Official frQl thereafter requiring a correction of errors in plana, conatruction, or violatlona of any coele. Sverr peait iaaued sball ~. invalid unless the IIOr1 authoriled by such petlit is ~ced lIithin sillOlltba of issuance, or if IIOrk author lied by the penit is suspended or abandoned for a period of sillOlltba after the tile the IIOIk is cOIIenced. ODe 90 day eateDaion of tiae, liY be allowed for the perlit .ith fee charge of '15.00. fbe eatenaion shill be requested io "dting to the Builc1ing Official. In approved ioapection IUIt be logged duriog each sillOllth period, or the project lIill be conaidered abaadonec1. IIIBIIIIG 'fO <*DR: YOUR FAILUU 'fO IICOJlD llOflCl 0' allllllCl8lllIlY USULf III YOUR PIYDIG IIIICI FOi IHPBOVIIIIIIS 'fO YWi PROPlln.. IF YOO IIII1D 'fO OBWI FIUlCIIG, COISOLI IIIIS YOOI LIIDII OR II AnOBm BIfOBIIICORDIIG YOUIIOIICI OF aJIIIIlfClMBlft'. JOBS UllDD $2,500 III V&LOB 00 101 DID 10 RICOBD lID POSt I 'KO'fICK OF .. '\:j~. SIGD!UBI: (IIDII AGIIII SlIfBOF FLOR~ coum OF ~..o The foregoing instrument was acknowledged before lie this /0 -151 , 19~ by SfAfl OF FLORIDA ~ '-z:;> coum OF . ~ =='" f ~ The foregoing instrument was aC~Wledged before lie this J tl - I V , 19 7> by who is pe~~allY known to .e or who has produced 1J~At.P 7J-.si.:J-/ t;!/-'/f-cf"?- 0 as identification and who did/did not tat oath. who ~~ 1...- to ... or who bas produc .. <> ' V "~ .:>, t ~ as identification and wbo did/did not take an oiJth. (Signature) .. ~~~'N:t". ~~iJ'j"" NIncy A. Moody ~~ i~ MY COMMISSION' CC5348IXl EXPIRES "':1:.... ~ Febluary21,2000 "'!1r., , 8llNDED nRJ lROV MIll INSUIWICE, INC. ~~~:t.~ Nancy A. Moody f":;U:"% P8f COMMISSION' CC534806 EXPIRES 1~.... ~~ FebnJary 21.2000 ""'Ir.:r.I IlOIIlED t!lIllI TROV MIll 1NSIJIlAHCl:, IHe "~ ......". .......... J. CENTRAL DESIGN GROUP, INC. DATE: 10/13/9') . ::~N: 8~~~. I HAVE REVIEWE~ JHE PLANS SHEETS I THRU fo. FOR THE $.dPM A~FOR (I~ ~{. FOR COMPLIANCE WITH WIND LOAD CALCULATIONS ENCLOSED SHEETS 1 THRU 1.3 AND FIND THE DRAWING IN COMPLIANCE WITH SECTION 1205.0 1991 S.B.C. AND SECTION 1606 1994 S.B.C. " "', .... .....:....: ~ '(.... "\ .' , V\ " I\; l.. '. , ,"'; .~f " . II ~ 11 , I " " \ \., . '-) , l,r ." . 1\, ,.1 Co.. 1,,\ 1 I I . v. . ( 1 .' : ''''' +. .. ,:' M~RV IN \C~I'pftR, , . ttA~00121&34::) , '. , .'.... -:.J ,', ttCGq94986~ ,:... . " ...! . ,<..) . ~ A". .t... ' I . ~.. l'/ -,_ . ~,... ,:- I i "/(.'li t.. t . .,," :l;: ........ '\ 'I/Ir"'r "i";- \ \.. I ~ ~"'. ... ,'"........ \ \ \ ',\. \,' JR. 500 Ardlce Avenue Eustis, Florida 32726 (904) 483-1~51 Fax (904) 483-0605 Member of AlA Qata entry by: marvin Date: 10/13/97 ,/' -': Project name: 1120cun108 Location : zephyrhills ---------------------------------~--------------------------------------------- RES I DE N T I A L WIN D DES I G NAN D AN A L Y S I S Second edition, revised 1996 A product of EDA Software, Inc. Based on the Standard Building Code, 1994 edition ------------------------------------------------------------------------------- **** GENERAL INPUT DATA **** Permanent construction Simple rectangular building 1______---------------------------------- I 1 I I I I I : <---Plan outline : of residence I I 1 I : End wall--->: I I 1 I 1 I I 1 : Bearing wall at roof level : :-------------------------------~--------: Bearing wall at roof level ----Ridge---- Width v : <----------------Length---------_______>: Length along bearing walls out to out of block = 40 feet Width along end walls out to out of block = 28 feet Roof overhang in long direction from outer face of block = 1.33 feet generally Roof overhang at short end wall from outer face of block = 1.33 feet generally Height of exterior wall to top of tie beam on long side = 8 feet constant Roof cross slope - 4 /12 Wind velocity = 100 mph **** DEGREE OF ENCLOSURE **** Assume that this building is an 'Enclosed building' per Code 1606.2.3. ------------------------------------------------------------------------------- ------------------------------------------.------------------------------------- **** STRUCTURAL FRAMING INPUT DATA **** *** Roof Structural Data *** Member number 1 Jack truss--hip-ended roof Span length out to out of supports = 28 feet Roof cross slope = 4 /12 Truss spacing = 24 inches Overhang = 1.33 feet *** Wall Structural Data *** Spacing of tie columns = 96 inches Depth of tie beam = 8 inches Tie column number 1 is 8 feet high to top of tie beam Data entry by: marvin Date: 10/13/97 /-~ , ../ Project name: 1120cun108 Location : zephyrhills ------------------------------------------------------------------------------- RES IDE N T I A L WIN D DES I G NAN DAN A L Y S I S Second edition, revised 1996 A product of EDA Software, Inc. Based on the Standard Building Code, 1994 edition ------------------------------------------------------------------------------- **** GENERAL INPUT DATA **** Permanent construction Simple rectangular building :----------------------------------------: - - - : Bearing wall at roof level : I I I I I I I I :<---Plan outline : : of residence : I ----Rirlop----: Width COEFFICIENTS AND PRESSURES Main Wind Force Resisting Systems Actual pressure = Velocity pressure x Use factor x Coefficient Wind velocity is 100 mph Mean roof height is 10.6847 feet Velocity pressure is 20.4 psf Use factor is 1.0 Roof cross slope is 4 on 12, which equals 18.43495 degrees to horizontal End zone width is 6 feet Coefficient Design Pressure (psf) ------------------------------------------------------------------- End zone Windward wall (lE) .7 14.28 Windward roof (2E) -1.4 -28.56 Leeward roof (3E) -1 -20.4 Leeward wall (4E) -.95 -19.38 Overhang -1.5 -30.6 Interior zone Windward wall ( 1 ) .4 8.16 Windward roof ( 2 ) -1 -20.4 Leeward roof ( 3 ) -.75 -15.3 Leeward wall ( 4 ) -.7 -14.28 Overhang -1.5 -30.6 =================================================================== TOTAL WIND FORCES ON ENTIRE BUILDING Main Wind Force Resisting Systems Forces transverse: Lateral forces (pounds): Windward wall = Leeward wall = Uplift forces (pounds) Windward roof Leeward roof Windward overhang = 3161 inward 5001 outward = 12794 upward = 9424 upward 1627 upward Forces longitudinal: Lateral forces (pounds): Windward wall = 3420 inward Leeward wall = 967 outward COEFFICIENTS AND PRESSURES Roof Components and Cladding Actual pressure Velocity pressure Edge strip width = Velocit~ pressure x Use factor x Coefficient = 20.4 psf Use factor = 1.0 = 3 feet End zone width = 6 feet Member 1 --Span 28 ft., Spacing 24 in., Slop~ 4 /12, Overhang 1.33 ft. Member located in interior zone: Tributary area = 261.3333 square feet Interior area Coefficient = -1.1 Pressure = -22.44 psf Eave and ridge areas: Coefficient = -1.2 Pressure = -24.481 psf Overhang area : Coefficient = -1.55 Pressure = -31.62 psf Wind uplift at bearing = 726 pounds Member 2 --Span 28 ft., Spacing 24 in., Slope Member located in end zone: Tributary area = Interior area Coefficient = -1.1 Eave and ridge areas: Coefficient = -1.2 Overhang area Coefficient = -1.55 Wind uplift at bearing = 726 pounds 4 /12, Overhang 1.33 ft. 261.3333 square feet Pressure = -22.44 psf Pressure = -24.481 psf Pressure = -31.62 psf COEFFICIENTS AND PRESSURES Wall Components and Cladding Actual pressure Velocity pressure Edge strip width = Velocity pressure x Use factor x Coefficient = 20.4 psf Use factor = 1.0 = 3 feet Tie column number 1 --Column height 7.333333 feet, Spacing 96 inches Column located in interior zone: Tributary area = 58.66667 square feet Coefficient = -1.281 Pressure = -26.133 psf Outward wind force on tie column = 1533 pounds Tie column number 2 --Column Column located in end zone: Coefficient = -1.461 Outward wind force on height 7.333333 feet, Spacing 96 inches Tributary area = 58.66667 square feet Pressure = -29.805 psf tie column = 1748 pounds **** T RAN S V E R S E SHE A R W ALL A N A L Y S I S **** Shearwall is 8 inch concrete masonry with Type S mortar Specified compressive stren~th of masonry F'm is 1500 psi Net area compressive strength of block units is 1900 psi Steel is Grade 40 , with 1--#5 in single grouted cell at each end Total lateral force on building Force applied at top of walls Sum of shearwall stiffnesses I/L == == 8162 pounds == 4081 pounds 4104.454 Shearwall Number 1 : Shearwall length Relative stiffness percentage ratio Total shear at top and bottom of wall Clear height Overturning moment Uplift tensile stress on masonry Dead load at bottom of shearwall x 2/3 Net uplift tension for shearwall action Normal uplift on exterior bearing wall == 96 inches == .25 == 1020 pounds == 7.333333 feet == 7481 ft-pounds == 701 plf == 448 plf == 253 plf == 2723 pounds Moment at base of shearwall Area of reinforcing steel Neutral axis to compression fiber Neutral axis to reinforcing steel Value of ratio Bending stresses: Reinforcing steel, tension Concrete masonry, compression Shear stress in concrete masonry == 7481 ft-pounds = "3067969 sq. in. == 42.54603 inches == 49.20397 inches == .864687 for each grouted cell Actual == 9471 psi Actual == 36 psi Actual == 5 psi Allowable == 26666 psi Allowable == 666 psi Allowable == 49 psi Required lap splice == 25 inches *** Summary of Analysis *** Shearwall COMPLIES with all Code requirements. ------------------------------------------------------------------------------- **** T RAN S V E R S E SHE A R W ALL A N A L Y S I S **** Shearwall is 8 inch concrete masonry with Type S mortar Specified compressive strength of masonry F'm is 1500 psi Net area compressive strength of block units is 1900 psi Steel is Grade 40 , with 1--#5 in single grouted cell at each end Total lateral force on building Force applied at top of walls Sum of shearwall stiffnesses IlL = = 8162 pounds = 4081 pounds 4104.454 Shearwall Number 2 : Shearwall length Relative stiffness percentage ratio Total shear at top and bottom of wall Clear height Overturning moment Uplift tensile stress on masonry Dead load at bottom of shearwall x 2/3 Net uplift tension for shearwall action Normal uplift on exterior bearing wall = 96 inches = .25 = 1020 pounds = 7.333333 feet = 7481 ft-pounds = 701 plf = 448 plf = 253 plf = 1361 pounds Moment at base of shearwall Area of reinforcing steel Neutral axis to compression fiber = Neutral axis to reinforcing steel = Value of ratio Bending stresses: Reinforcing steel, tension Concrete masonry, compression Shear stress in concrete masonry = 7481 ft-pounds = .3067969 sq. in. 42.54603 inches 49.20397 inches = .864687 for each grouted cell Actual = Actual = Actual = 5033 psi 36 psi 5 psi Allowable = 26666 psi Allowable = 666 psi Allowable = 49 psi Required lap splice = 25 inches *** Summary of Analysis *** Shearwall COMPLIES with all Code requirements. ------------------------------------------------------------------------------- **** T RAN S V E R S E SHE A R W ALL A N A L Y S I S **** Shearwall is 8 inch concrete masonry with Type S mortar Specified compressive strength of masonry F'm is 1500 psi Net area compressive strength of block units is 1900 psi Steel is Grade 40 , with 1--#5 in single grouted cell at each end Total lateral force on building Force applied at top of walls Sum of shearwall stiffnesses IlL ::::: 8162 pounds ::::: 4081 pounds ::::: 4104.454 Shearwall Number 3 : Shearwall length Relative stiffness percentage ratio Total shear at top and bottom of wall Clear height Overturning moment Uplift tensile stress on masonry Dead load at bottom of shearwall x 2/3 Net uplift tension for shearwall action Normal uplift on exterior bearing wall ::::: 96 inches ::::: .25 ::::: 1020 pounds ::::: 7.333333 feet ::::: 7481 ft-pounds ::::: 701 plf ::::: 448 plf ::::: 253 plf ::::: 2723 pounds Moment at base of shearwall Area of reinforcing steel Neutral axis to compression fiber ::::: Neutral axis to reinforcing steel ::::: Value of ratio Bending stresses: Reinforcing steel, tension Concrete masonry, compression Shear stress in concrete masonry ::::: 7481 ft-pounds = .3067969 sq. in. 42.54603 inches 49.20397 inches ::::: .864687 for each grouted cell Actual ::::: Actual ::::: Actual ::::: 9471 psi 36 psi 5 psi Allowable ::::: 26666 psi Allowable ::::: 666 psi Allowable::::: 49 psi Required lap splice::::: 25 inches -------------------------------------------------------------~------------------ *** Summary of Analysis *** Shearwall COMPLIES with all Code requirements. **** T RAN S V E R S E SHE A R W ALL A N A L Y S I S **** Shearwall is 8 inch concrete masonry with Type S mortar Specified compressive strength of masonry F'm is 1500 psi Net area compressive strength of block units is 1900 psi steel is Grade 40 , with 1--#5 in single grouted cell at each end Total lateral force on building Force applied at top of walls Sum of shearwall stiffnesses I/L = 8162 pouFlds = 4081 pounds = 4104.454 Shearwall Number 4 : shearwall length Relative stiffness percentage ratio Total shear at top and bottom of wall clear height Overturning moment Uplift tensile stress on masonry Dead load at bottom of shearwall x 2/3 Net uplift tension for shearwall action Normal uplift on exterior bearing wall = 96 inches = .25 = 1020 pounds = 7.333333 feet = 7481 ft-pounds = 701 plf = 448 plf = 253 plf = 1361 pounds Moment at base of shearwall Area of reinforcing steel Neutral axis to compression fiber Neutral axis to reinforcing steel Value of ratio Bending stresses: Reinforcing steel, tension Concrete masonry, compression Shear stress in concrete masonry = 7481 ft-pounds = .3067969 sq. in. = 42.54603 inches = 49.20397 inches = .864687 for each grouted cell Actual = 5033 psi Actual = 36 psi Actual = 5 psi Allowable = 26666 psi Allowable = 666 psi Allowable = 49 psi Required lap splice = 25 inches *** Summary of Analysis *** Shearwall COMPLIES with all Code requirements. **** LON G I T U DIN A L SHE A R W ALL A N A L Y S I S **** Shearwall is 8 inch concrete masonry with Type S mortar Specified compressive strength of masonry F'm is 1500 psi Net area compressive strength of block units is 1900 psi Steel is Grade 40 , with 1--#5 in single grouted cell at each end Total lateral force on building Force applied at top of walls Sum of shearwall stiffnesses I/L = = 4387 pounds = 2193 pounds 2052.227 Shearwall Number 1 : Shearwall length Relative stiffness percentage ratio Total shear at top and bottom of wall Clear height Overturning moment Uplift tensile stress on masonry Dead load at bottom of shearwall x 2/3 Net uplift tension for shearwall action Normal uplift on exterior bearing wall = 96 inches = .5 = 1096 pounds = 7.333333 feet = 8041 ft-pounds = 753 plf = 448 plf = 305 plf = 2723 pounds Moment at base of shearwall Area of reinforcing steel Neutral axis to compression fiber Neutral axis to reinforcing steel Value of ratio Bending stresses: Reinforcing steel, tension Concrete masonry, compression Shear stress in concrete masonry = 8041 ft-pounds = .3067969 sq. in. = 42.54603 inches = 49.20397 inches = .864687 for each grouted cell Actual = 9683 psi Actual = 50 psi Actual = 5 psi Allowable = 26666 psi Allowable = 666 psi Allowable = 49 psi Required lap splice = 25 inches *** Summary of Analysis *** Shearwall COMPLIES with all Code requirements. **** LON G I T U DIN A L SHE A R W ALL A N A L Y S I S **** Shearwall is 8 inch concrete masonry with Type S mortar Specified compressive stren~th of masonry F'm is 1500 psi Net area compressive strength of block units is 1900 psi Steel is Grade 40 , with 1--#5 in single grouted cell at each end Total lateral force on building Force applied at top of walls Sum of shearwall stiffnesses IlL ::: ::: 4387 pounds ::: 2193 pounds 2052.227 Shearwall Number 2 : Shearwall length Relative stiffness percentage ratio Total shear at top and bottom of wall Clear height Overturning moment Uplift tensile stress on masonry Dead load at bottom of shearwall x 2/3 Net uplift tension for shearwall action Normal uplift on exterior bearing wall ::: 96 inches ::: .5 ::: 1096 pounds ::: 7.333333 feet ::: 8041 ft-pounds ::: 753 plf ::: 448 plf ::: 305 plf ::: 2723 pounds Moment at base of shearwall Area of reinforcing steel Neutral axis to compression fiber ::: Neutral axis to reinforcing steel ::: Value of ratio Bending stresses: Reinforcing steel, tension Concrete masonry, compression Shear stress in concrete masonry ::: 8041 ft-pounds = .3067969 sq. in. 42.54603 inches 49.20397 inches ::: .864687 for each.grouted cell Actual ::: Actual ::: Actual ::: 9683 psi 50 psi 5 psi Allowable::: 26666 psi Allowable::: 666 psi Allowable::: 49 psi Required lap splice::: 25 inches *** Summary of Analysis *** Shearwall COMPLIES with all Code requirements. SUM MAR Y o F H U R R I CAN E A N C H 0 R A N A L Y S I S All forces are in pounds. Resistances have been increased 60 percent. End zone width = 6 feet Code: C = Compliance N = Non-compliance SEMCo hurricane anchors Member 1 --Hip roof--Span 28 feet, at 24 inches oc--in interior zone: Uplift = 726 Dead = 295 Net = 431 Model TAP8, Resistance = 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss Member 2 --Hip roof--Span 28 feet, at 24 inches oc--in end zone: Uplift = 726 Dead = 295 Net = 431 Model TAP8, Resistance = 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss **** ANALYSIS OF ROOF SHEATHING AS SHEAR DIAPHRAGM TRANSVERSE **** Shear analysis applies along supporting shearwalls. Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is Oriented Strand Board, 7/16 inch thick Sheathing has no intermediate blocking Fasteners on panel ends are 8d nails spaced at 6 inches Fasteners in panel interior are 8d nails spaced at 12 inches Total lateral wind force on building Total force transferred through diaphragm Total length of shearwalls MINIMUM REQUIRED TOTAL SHEARWALL LENGTH = = 8162 pounds to shearwalls = 4081 pounds = 56 feet 18.6 FT.--LOCATE EVENLY THROUGHOUT Actual diaphragm force per unit length of shearwall Allowable diaphragm force per unit length of shearwall = 76 plf = 230 plf ------------------------------------------------------------------------------- *** Summary of Analysis *** Roof sheathing diaphragm satisfies Code requirements. **** ANALYSIS OF ROOF SHEATHING AS SHEAR DIAPHRAGM LONGITUDINAL **** Shear analysis applies along supporting shearwalls. Roof trusses are Southern Pine lumber, spaced at 24 inches Sheathing is Oriented Strand Board, 7/16 inch thick Sheathing has no intermediate blocking Fasteners on panel ends are 8d nails spaced at 6 inches Fasteners in panel interior are 8d nails spaced at 12 inches Total lateral wind force on building Total force transferred through diaphragm to shearwalls Total length of shearwalls MINIMUM REQUIRED TOTAL SHEARWALL LENGTH = = 4387 pounds = 2193.5 pounds = 80 feet 10.4 FT.--LOCATE EVENLY THROUGHOUT Actual diaphragm force per unit length of shearwall Allowable diaphragm force per unit length of shearwall = 27 plf = 209 plf ------------------------------------------------------------------------------- *** Summary of Analysis *** Roof sheathing diaphragm satisfies Code requirements. -- ~ PLoi ~~ - ~ c .--> 70 il/f <~ 1/~;: ....-/.....- A.. . 0/1'-.... 2. \ J ) ,,~.. ) ,02' L-QL I -- ~ NI3JcJ b 1X2/J ~ 12.' ~ N~~ 20' -::::. o rn 0- - ~ /j . - ~~~' . .- ~ I~ ~~rr:-: ~ I I I .;} loo~ i I: -* ~ fT1 ~1 ~ N~ Cl6rri .. oc: ~- rt> E 1r -1- w ~ a...: ~ ( I ~ :..--' ~ ~ ::::.l \ p - () ~ ~ ~ ~ 1- ~ -- 'J! ~ ~ tp ~ ~ ~ -- ~ . , ~ 70 ~ ~ ,/ ~ <i ~ ~ (j.':!J~ _ (~ .~ _.~- ~~~!iF= ~ne:i!r- ~~~~; f=~~ ;z:~~~ g~I~~ 6~.. 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III.WF , f.-----_____~_______ _:. .. - - - - - - - - .. - . - - - - - - .. - - - ... - - - - - - - - - - - - - - - - - - ..--- "'~CA!t CONC. 'ILL . ---- ...., I. . ! ..co '..1!'" ~"'..oH 'COI~ /'-- To ecuo e!AH W' "'Ll!O C!LL~ ,/ !ACU COF<N!~ P"lU! AT !ACI-l END C#' SI-l!A~All! E)(TE~IO~ !'IIoII!o1-l TO ee --- O!I!~IH!::O e.... euILD!~ e' ~ e" .. 16" CHU. I-lEADE~ BLOCJ< WI I" WAT!F<!F'F<!OC"!D ~rGID IN~l 1- E><'&t~ G~ctND Jrri~lln~rn~ ""~Gm~m~.m;;1m ~ ..I=W....II=I~ =IR:d!R:g 6 HIL "'ot.,. tl.lL YA""O~ eAR"'!R ~ "n, -:=lEAN CCf-f""ACTEC 5Ue-G~OI!:/ T~AlI!O AaAI~ST TE~ITI!! CO"".E! "'LU:O W! G~OUT IN C~SE lNO!R "LOO~ !lLAe <II W :1 ! ---~ - Y!~T. P<'!::BAF<! "' 5TEHuJALl NOT I= (0 !><CEEO .fe" HA><. . .., -..... b "".-;;;;-., J ",- ,- -- - l!7 ..' ~ I'...."" ".11" CONe ~OO"NG WI ,. .! eA~! tH'" ' z.ei' ~ nPfCA.~ SC Al.E : 3;." II: WALL 1'-0" SECTION ~ A ~ ~ ~ .~ , , [-]- __I ] fr~ k------.- .__h -J- ~H"EDHENT C- ~ ! 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'tij~ ~oo c:o~ .~H ~!h In t~1 II I !! ..)( r... .~ ~. Ii ~:1 ~I \lI~ i ~ i . NOTICB OF COHHENCBHBNT County of ~..J L=Q - Rcpt: 188741 Rec: 6.00 OS: 0.00 IT: . 0.00 10/16/97 ____ Opty Cler I' JED PITTMAN, PASCO COUNTY CLERK 10/16/97 09:54a. 1 of 1 OR BK 3820 PG 1253 .' .1 II i: q 111111111111111I1111111111111111111111111111111111 97116798 Permit No. St.ate of FLO"K.l~A . :il , TUB UNnp.nSIGNBD hereby gives notiae t.hat improvement will bo mncle t.o cert.el.n real propert.y, and in accordanoe wit.h Chapt.er 713, Florida Statutes, the following information is provided in this Notice of Commencnmclltt i; t I .' ;1 1. Oescr lpl lon of Property t Parcel No. II - 2 fr>- 21 .. oe/t) - /44(;0 - S> C6() . ~1-aeiorlpEton~or-rr.e property an~ 8~ree~aa~ress-rl avalli61eJ Gtt'nHnl n-:!8cL11Jt:lon of IrllproV'olncnt. COluc.JU..,if..... -:SCOc.tC. M~~ z..~(.x10/ 2. ~ 3. O\'Inor Informat.ion t Hame ~ ~ f M"2 S ~ ?at~ AddressS"7'2"'1.. /9~~E:.T city ZPP4dZ-1j..,Ll~ . Inleres l In Pr.operty. OuJ UfiZ:iL. Nem. of f'.. Simr.l. Tilleholder. (If other t.~n owner, Address City · { Contractor. Name CY""J-l,lJ 6rtJ..GM. Cew!l.~ '. rJlIlIress lbJs L f='OI2:r lCtAL. 'i)-fCit., ~t? ~/~ ~, '-=.l ~ '. _ L-).{r"1 5. Surely t Umne '. j State 1=/1'9-, i ,i! 1 . i Ii , ~ i Slote ..~ City _ State fCk:r. 33rcO~ :; r Slate . , AlIlIress Amount of BondI $ .t.W - " &. Lenller. Name Address City Stale 7. Persons within the State of FlorIda d i notices or other documents may be es gnsted by O'o1ner upon whom 713.13(1)(a)(7), FlorIda statutes. served as provided by SectIon . . ,I' r ttA.me .~ I.. I\lIdless City ~.. I .. 8. In atlll f.t.f.oll to himself, Owner designates of Lienor's Notice a8 Slate d t:o reaei ve a copy f t: t a proviae 1.n Section 7IJ.IJ(1)(b), Florida st:ttlt:e~~ f I~ 1t (t II "t. lUll t'" to 0" ..(,). I ... _..f .. - i ir,:>m the date of ~edo-~'~i~I;a.u~i,,:':I~n~o~'ifllfler( le'n"t:! (!x(Jlrnt.l.oll tlnto to 1 year ' ' date is specified.) 1 \,). ' ~-P3~J-/~,)-'T8-cY6t;-O~: S19natureofowner/~':.~ ""V\ ~lIg I :, Sworn to and 8ubcorlbed before me this L 'I day of / 0 ~I;; Un. . - · Ii Notary PubUc. '::t!/1>M A,,_ () · ~h7~ .~ My ComlnJ ssloni~x~ ;t / ;;ioN,iJ o-p--o ~ --- Q)$. . . s N111e) A. Moucl} :*: !*E MY lDotMISSIoN , CCS34l1Oll EXPIRES Febqy 21, 2000 , IIlI1IlEDlItRU 1II1rrMl1llllllWlc(, 1M: 9.