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HomeMy WebLinkAbout96-5953 ---:pRF ~ '. iFU BUILDING PERMIT 0 CITY OF ZEPHYRHILLS Permit N · (813) 788-6611 -;-595313 - - Date. 6 ..;J.E; -7' b ......?-S - cTD @D~ ~~ Property Owner: ,~ '.1 Job Address: 9 ' ~ P3'ooll.O. . ~J -' f f[;?;~) a 0 -:. / () 0- ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: oo~-v Zoning: Energy ~e: Radon Gas: Description of Work '\::;fr ~..(J 21'1..At.-fl./.:: fJ ~~,c./l- e:l-r FINAL '7,-/.J ' DATE NO OCCUPANCY BEFORE C.O. Complete Plans. Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. City License Registration # State Certified License# /77'7 . Permit Signature Company Address Telephone# Valuation or Contract Price 6 :Am , oi) / Yf!d.iL.~OP Al~ BUILDING ELECTRICAL PLUMBING MECHANICAL Breakers Ducts Insl. Compressor Final SLB Tub Set Water Sewer Final Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Ftr. Pre SLB Lintel FRM. Insul. CL WL Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT ~; i~ ~J<1~!"~~ . OWNER'S NAME AGAPE "BAPTIS,T c:'J.JuRC.H OWNER'S ADDRESS .:3 q 7..3 5 C J-/ R /\ILlS Y 'R c.M b JOB ADDRESS 5AME As A13DVE PHONE ~1?-1ll'il' )~"l,O '!1~'1q'i- 02~:; LEGAL DESCRIPTION: LOT(S) OOSU BLOCK'CO IDO SUBDIVISION OO()C~(- PARCEL LD.' e.4-2h-2J~OlJot)- 00100 -no5lJ (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:~New Construction ____Addition ____Alteration ____Repair ____Install ____Sign _Move _De.olish PROPOSED USE: _Single Family _M/F ____, of Units _M/H _C~ercial _Indust. _Swi.. Pool ~Other _Restaurant & Health Department Approval DESCRIPTION OF WORK: S tor ~e. - BUILDING SIZE: J t.c X 2.Z, ~~S2 t. ?e: CT \/1"gE STA.lIlhING G~RAGE I Square Feet., /2 Height RESlDENTIAL: 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. " PERMITS REOUESTED ~BUILDING $ $1D.2 DO Valuat.ion of Tot.al Const.ruction ____ELECTRICAL AtlP Service Florida Power Corp. W.R.E.C. ____KECHAlfiCAL $ Valuation of Kechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block ~FrUle _St.eel Other FINISHED FLOOR ELEVATIONS: I FT. IS PROJECT IN FLOOD ZONE AREA? -L YES NO ****************************************** t,. CONTRACTOR SECTION BUIWER COMPANY ~A~reR GARAt;€ MU't.l:>i5R.5 ~ t7 I v L) State Cert. or Regist.. , t..Rc- O.e:;'10'fA Signat.ure II~J /) fL)~ City License Regist.ration , J 77 7 ***~********************************** ELEGTRIClAR COMPANY St.ate Cert.. or Regist. # Signature Cit.y License Registration t ****************************************** PLUMBER COMPANY State Cert. or Regist. , Signature City License Registration , ****************************************** KECHANlGAL COMPANY State Cert. or Regist. , Signature City License Registration , ***********~~***************************** OTHF.R COMPANY State Cert. or Regist. , Signature City License Registration , ****************************************** APPLICATION APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A~ NO~ICE OF DEED RESTRICTIONS The undersigned understands that this perJit lay be subject to "deed restrictions" which JaY be lOre restrictive than City regulations. the undersigned assuaes responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES. If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lay be cited for a lisdeteanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requirl!lents JaY apply for the intended work, they are advised to contact the City of Zepbyrbills Building DepartJent, (813) 788-6611. FurtherlOre, if the owner has bired a contractor or contractors, he is advised to bave the contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you,. as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wisbes you to sign as contractor that JaY be an indication that be is not properly licensed and is not entitled to perJitting 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 - HOIeOw.Der's Protection Guide" prepared by the Florida DepartJent of Agriculture and ConsUJeI Affairs. If the applicant is sOleone other than the "owner", I certify that I bave obtained a copy of the above described docuJent and prOlise in good faith to deliver it to the "owner" prior to cOllencl!lent. E. CONTRACTOR'SjOWNER'S AFFIDAVIT I certify that all the inforJation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, zoning, and land developleDt. Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation has cOllenced prior to issuance of a perJit and that all work will be perforJed to l8et standards of all laws regulating construction, City codes, zoning regulations, and land developleDt regulations in the jurisdiction. I also certify that I understand that the regulations of other goverDJeDtal agencies JaY apply to the intended work, and that it is If responsibility to identify what actions I lust take to be in COIpliance. Such agencies include but are not IHited to: t DepartJent of EnviroDJeDtal Regulation - Cypress Bayheads, Wetland Areas and EnviroDJeDtally Sensitive Lands, Water/Wastewater TreatJent t Southwest Florida Water Managl!lent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses t AIIY Corps of Engineers - Seawalls, Docks, Navigable Waterways t DepartJent of Health & Rehabilitative Services, EnvirODJeDtal Health Unit - Wells, Wastewater TreatJent, Septic Yanks t US EnvirODJeDtal Protection Agency - Asbestos abatl!lent I also certify that, if fill laterial is to be used in Flood ZOne HA" or "A,etc.", it is understood that a drainage plan addressing a "cOlpensating voluaeR will be sublitted which is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A perJit 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 sball issuance of a perJit prevent the Building Official frOJ thereafter requiring a correction of errors in plans, construction, or violations of any code. Ev~ry perJit issued sball beCOle invalid unless the work authorized by such perJit is COJJeDced within Sil IOnths of issuance, or if work authorized by the perJit is suspended or abandoned for a period of six IOntha after the tile the work is c~ced. One 90 day extension of tile, JaY be allowed for the peIllit 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 sixlOnth period, or the project will be considered abandoned. WmIRG TO OIflfER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEJIEIf1' MAY RESULT IN YOUR PAYING 'NICE FOR IMPROVEMmS !O YOUR PROPERTY. IF YOU nrrEID !O OBTAIN FIIfAIICING, ~O.SULT. WITH YOUR LEIDER OR All AnOlUlBY BEFORE RECORDIIfG YOUR 1f000ICE OF COMHEHCBHEIf'f. JOB~ UNDER $2,500 IN VALUE DO HO'l HEED TO RECORD AHD POST A "NOTICE OF C(JlMBNCBHEIfT". ~(i?~eL; a- Slci!~) STATE OF FLORIDA COUIf'l'Y OF ' 7A ~ '-0 The foregoing inSJrument was acknowledged before me this JJ rN/lY' ,191L by . (Signature) NOTARY PUB ..Joo TJO 1594 , Truss I Qt," 'fillY ! 11 ! 1594 I 0 Cj (00 '0 Z.lOO 3 MiTA~ Indu~tries. Inc. F~i Mar 25 14:03:26 1994 Page rrus~ Type H~rmicaqQ ~nq~nee.ing on~ - . f? ~ 1 tat> 0-8~ 7-10-14 7-10-14 15-0..0 7-1-2 22-1-2 30.0..0 1-10.14 3?Sf 0-8-0 7.1.2 4X4 D ..... .- . <7 e - I ~ o 4.000fU on I ~ A 3x6 Ie. ~4 J I 3d 3Jt4 H 1A4 G 3x6 1.10.14 7.10-14 15.0-0 7.1.2 22-1.2 7.1.2 30.Q..o 7.10.14 -j .- , l.OAtJmli lpaf) SP.ACING ~-O-O c=s: J:)aPL 11nl (loc) l/den ~s. lilUP re:u. 20.0 Plates Inc;~ease 1-1S re: 0.80 Vert(U) 0.18 J/H 99i M20(2O'l';;\) 199/146 TCDL 7.0 LlIIlOer InC.('ea-='EI 1.15 Be 0.54 VElr~(1'!.1 0.27 J/M 999 BeLL 0_0 Rep Stress In.:=- YEs WB 0.81 lior:; (Tr.) 0.09 G t'l/", 8CDL 2..0 Code '1'PI Min Length / LI. dafl - 3Eio We191'1t, 90 (lo,,) , LDNBl!.R TOl? CHORD SOT CHORD WEBS REA.::'1':ONS !'OIlaS TO"' CHORD BOt CHORD WEBS 2 X 1 SPF 1650F l,$t 2 X 4 S?F :-10.2 2. X 4 SPF No,3 ~:Z:NG TOP CHORD BOT CHOilO . Sheat~ed A-K:4-4-4, J-K:4-4-1, :-J:~-4-10. H-l:4-4-10, G-;'!: 4-4-10. 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S-f-f CON51&"ON ~ Ole ~ffeR MIN. fit .. 1!700 5l~ t.'Ol51tn ~1-mt'R ~ W'WI'QmJ 5l1?lNU W'WI'QmJ ~ VlN'11- S!t'INU 1N5'ft'iUO ~ Mfa, SfU1f1CA11ONS. ~1'\FIi. ~1'HlNti OR fV.f 9l'RN' ~INa fv't~f5 ~ W/'U. ~Ql.IR!:fv'tNr. N ....... 11\ J _ ~ ~ T ~ NOre5l 5eC1l0N IHRU CORNia 50U: N:f's. "...5 ~WlNa fOR 11'E e'xa..l.J5!\le U5e Of N.L..Oa. CAH?Ja.S INC, 'THIS w.AWlNU \?E.SlCUO fOle ~ww.A 5IZe ~l?1NC4 Of ro' wve l( 60' 1-0Nc:i l( 12' WI'U. fi:1a-l1". I\..l.. CQNt-Uf0R5 MOt?fl.. # J 5 H't 9:./K,O 1..U~7S ont:IM15e NOfW. WI.~...S 'CJV 01tU /du.' S H't K.aP1"~e. \?E.SIal COf.N'(M'.Nf5 fv'tef11'E 9:.C11ON 120!7 9r1'W1'W. ~1NC4 CO\?E. (19921 l~ REVISIONS) Ole ssw 10~. \?E.5laI W\t-I? ~ell .. 100 MP Ii. ~ Pia 2 Of 2 f~ WlW WIC & cot-J..U11ON~. 6 · : J~- ~=~ J ,./", r) L 12" ""'. -J ~p;' 17 1 ?eC110N 1'H(U ?Il...l... fOO11Na /If - 4//'0/9 ...... MICHAEL .". RADCLIFFE ENGINEERING, INC. ~e: N.f's, ..... 303& IH. 14th ST, Ocal<l, fl. (t04) 111-5500 r~ (t04) 12t-l0l0 Slf.efl I Of 2 IIAfel 10,21-9-t ~ 0+'il' ~ +~(: C'.-y ~ C' c$> A"\ '1~''-1 (~ C'~ ~ ~0 SEMCO RT12 or HCPR/L W/4 - 8d NAILS RESISllNG SHEAR CLIP BOTTOM PLATE OF GABLE TRUSS FACTORY INSTALLED 8d NAIL 16d @ 12" ole FiELD INSTALLED SEMCO RT12 or HCPRIL - . . . . 2 X 4 STUD TYPICAL SECTION OF GABLE TRUSS CONNECTION SCALI: N.r.S. NOTES: CON1VECTION SCHEDULE GABLE TRUSS FOR UP TO 3D' 'MDTI-i AND 60' LENG111 WIND DESIGN = 100 M.P.H. ALL GABLE ENDS HAVE 7/16" O.S.B. NAILED AT 6" ole I CONNECll0N FASTENER SCHEDULE PROVIDED LOAD RESISTANCE LOCAll0N TYPE & MODEL 1/ SruD PLATE UPUFT SHEAR sonolA PLAn: TO KINGPIN J' O.c. if ius N/A th an 6' fr""" 2791/1.1. 0 5' o.c. ~221/1. I. 0 5' 0.0. fOUNDA11ON , /Z.x4 1/4. COf'TIet', 5' O.c.. 4-651/1.1. 0 3' 0.0. 704'/1. f. . J' 0.0. v,u)GE ANCHORS o th erwise S~JDS TO TOP OR SEMCO PSS-22 4-10d 4-10d 715 pro'llded by sonot./ PLATE strap ~ stleathlrlg TRUSS TO TOP SEMCO RT1Z 4-60 4-Bd 61' to 1222 . 250 .. PLA TE or HCPR;\. GAfjLE TRVSS TO SEMCO R1U or MiN. MiN. TOP PLATE (SHEAR) HCPR;\. &: KNEE 4-Bd 4-8d 611 250 .. BRACES WALl STRAP \6 gQ. X 1/14. provided by (NOT R(Q'O .".,n.; l6d lSd <4-50 WALl SHEATHING) FtA T STRiP other compor,ents WALl SHEATHING 7/16. OSB ad . .." edge 8d . .." edge provided by (IN UEU OF WALL STRUC1\JRAL 310 STRAP ) GRADE &: 12. interrr,edlate &: 12. Intermediate other c:ompor,ents - HEADER STlJOS I SEI.lCO RTP2.089f 4-8d 4-8d I 61' ( provided by CRIPPLE S1\IDS ' oth.... components DOOR HEADERS $[MCO RTP2089F 4-6d 4-ad 611 provided by other compor,ents 16d @ 12" olC FROM FACTORY .... 8d NAILS @ 6" alc _ ~ GABLE TRUSS ASSEMBLY -.- WALL ASSEMBLY * DOUBLE CLIP @ ~ 6' FROM CORNER CELOTEX & VINYL OR O.s.B. ** INCLUDES 1Sd NAILS 0 12" a.c. PER DETAiL STlJDS @ 16. a.c. TRUSSES @ 24" O.C. EAVE HEIGHTS LESS mAN '2' RANGE OF VALUES: LOWER VALUES @ 6' FROM CORNER HIGHER VALUES WlniiN 6' OF CORNERS. 1. END CONNECTION OF GABLE TRUSS PROVIDES REQUiRED RESISTANCE TO UPUFT. 2. Wll11DRAWAL VALUES FROM 1Sd NAILS 111ROUGH TRUSS BOTTOM CHORD, 8d NAILS IN SHEAR CUP & 8d NAILS IN 0.S.8. PROV1DE ADDI110NAL UPUFT & SHEAR RESISTANCE. 3. 1111S DETAIL INDICATES CONNECTIONS TO PROVIDE SHEAR RESISTANCE FOR GABLE TRUSS. 4. FOR CLARITY - NOT ALL Bd NAILS ARE SHOWN. FOR CONNECllON SPACING SEE PER SHEET 1 of 2 ~"kdrU~ 7/c0f ...... MICHAEL W. RADCLIFFE ENGINEERING, INC. .. "'.. 3035 N.E. 14f" ST. Ocara, n. (to..) 821-5500 FAX (iO") 82t-1 01 0 ~t:-r: 2 Of 2 t7Are: 1-1:1-9-'t EQUAL BY OmER MFG'S ARE ACCEPTABLE