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Home My WebLink About98-7369 BUILDING PE,RMIT 7369 CITY OF ZEPHYRHILLS (813) 788-6611 Permit B Date 1- p- ?r ~ ELECTRICAL PLUMBING MECHANICAL ::~::,~.:~~'>h;Z~.O~ ~ Sewer Conn Water Conn: Water Meter: T,I.F.'s: Parcell.D. # Zoning: Description of Work Energy Code: , 9X/D /~;; Radon Gas: NO OCCUPANCY BEFORE C.O. FINAL DATE Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector ,. i/ City License Registration # State Certified License# Permit Fee Ol.~'.. d'?/ Signature ~.J)tD. If./\AMt IliA 01 ~. Company Address Telephone# Valuation or C- Contract Price-----tT-...L,O. ffD {Ty,.IYV'../\ __ BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($.~ shall be made for each trip for each trade: ;l.!J':cro 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. APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER'S NAHILill..J t-CJY"-.. lP""t- R u ~ ~ V\ e R ("'fA f M OWNER'S ADDRESS .3 t\ l1<: J1A <::l \..a. chd- '€' P V' . JOB ADDRESS 3L\ \~ AI\. a.. \. a. c.J\ \ ~ 'P 'Pr. PHONE t go - <-\ ~ 1, {; Vh~Y'dll& (iJol'Vl,~_ #---;l7 = rl r-a I'(Y\ -.Q.. LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL 1. D.' (OBTAIN FROH PROPERTY TAX NOTICE) WORK PROPOSED:_New Construction _Addition ---..Alteration _Repair _Install _Sign --1Iove _DeIIOlish PROPOSED USE: _Single Faaily _KIF _' of Units _H/H _eo..ercial _Indust. _Swia. Pool _Other _Restaurant &: Health Departaent Approval DESCRIPTION OF WORK: BUILDING SIZE: x Square Feet, 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. PERMITS REOUESTED ~BUlLDING $ QSo. Valuation of Total Construction _ELEC'l'RlCAL AMP Service Florida Power Corp. W.R.E.C. -.JIECHAIfICAL $ Valuation of Hecbanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fraae _Steel Other FIlUSBED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO ****************************************** CONTRACTOR SECTION RUTI.DRR Signature COMPANY ~ Lt![1 6 State Cert. or Regist. . J MIY\R rru.J'>1 . City License Registration' ****************************************** F.T.RCTRICIAR COMPANY State Cert. or Regist. . SiQDAture City License Registration f ****************************************** PLUMBER COMPANY State Cert. or Regist. . Signature City License Registration . ****************************************** MECHANICAL COMPANY State Cert. or Regist. f Signature City License Registration . ****************************************** OTRF.R COMPANY State Cert. or Regist. f Signature City License Registration I ****************************************** APPLICATION APPROVED BY PERMIT OFFICER. . CONDITIONS OF PERMIT AFFIDAVIT A. -NOTICE OF DEED RESTRICTIONS The undersigned understands that this per.it .ay be subject to "deed restrictions" which lay be lOre restrictive than City regulations. The undersigned assUles responsibility for co.pliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CON'l'RAC'l'On RESPONSIBILI'l'IES If the owner has hired a contractor or contractors to undertake work, they .ay 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 lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirelents lay apply [or the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813) 788-6611. FurtherlOre, if the owner has hired a contractor or contractors, he is advised to have 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, ratller than the contractor, are responsible for the work. If tbe contractor wiabes you to aign 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. 'rRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES ~l D. CONSTRUCTION LIEN L~W (ClffiPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law _ HOIeOMDer's Protection Guide" prepared by the Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is sOleone other than the "owner", I certify that I have obtained a copy of the above described docu.ent and prolise in good faith to deliver it to the "owner" prior to COllenCelent. E. CONTRACTOR' SjOWNER' S AFFIDAVI'l' 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, loning, and land developlent. I Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify that no work or installation has cOllenced prior to issuance of a perlit and that all work will be perf oIled to lest standards of all laws regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other governlentBl agencies laY apply to the intended wort, and that it is IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not 11lited to: t DepartJent of EnviroDlental Regulation - Cypress Baybeads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater TreatJent t Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways t DepartJent of Health' Rehabilitative Services, BnvirODlental Health Unit - Wells, Wastewater rreatlent, Septic rants t US EnviroDlental Protection Agency - Asbestos abatelent I also certify that, if fIll laterial is to be used in Flood Zone "A" or "A,ete.", it is understood that a drainage plan addressing a "eolpensating volUle" will be sublitted 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 Bet aside any provisions of tbe technical codes, nor shall is~u~nce of a per.it prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Ivery perlit issued shall beCOlB invalid unless tbe work autborized by such perlit is cOllenced within sil IOntbs of issuance, or if work authorized by the peIlit is suspended or abandoned for a period of sil IOnths after the tile the work is cOllenced. One 90 day eatension of tile, lay be allowed for the perlit 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 sil IORth period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COHMENCKHBNT HAY RESULT IN YOUR PAYING nUCE FOR IHPROVBllBlfS TO YOUR PROPERTY. IF YOU IHTIlND TO OBTAIN F1HANCING, CONSULT WITH YOUR LEHDER OR AN AnORNEY BEFORE RECORDING YOUR HOTICI OF COHMENCKHENT. JOBS UNDER $2,500 IN VALUE DO NOT NIlED TO RECORD AND POST A "NOTICE OF COHMBNCKMBNT". , I SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR STATE OF FLORIDA COUNTY OF The foregOing instrument before me this was acknowledged , 19_ by STATE OF FLORIDA COUNTY OF The foregoing instrument before me this was acknowledged , 19_ by who is personally known to me or who has produced as identification and who did/did not take an oath. who is personally known to me or who bas produced as identification and wbo did/did not take an oath. (Signature) (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PUBLIC -------------------.----.-.. l SMITHBIL T INDUSTRIES, INC. POF~TA8LE BUILDING ANCHORS -----------~ .. ~ -----------._----------~--------- BUILDING ANCHOR SCHEDULE 8UlLDlNG SIZE ------------- 8/,10'&14' WIDE TO 24' LONG ------~--..-._------- 48' ----"---.. -------- 50' 20',/'2'&24' WIDE TO 24' LONG NO. OF ANCH. @ NO. OF ANCH. @ TOTAL ANCH. [NO OF t3LDG. SIDE OF BLDG. __!~I~_ HU2Q~__ 4 4 ------------ ------------.-.---.--. - - -- -- ------~. - -"- ---.....-----.---- -----~.-.------- ---------------- --~----~--- 48' 50/ 4 4 --------- 8 8 8 2 6 -- -------.------ 4 8 ------- -_.~---------- I R -- ~--------- - -----------..- ---- 2 1 () . ----- _.--~-~-- 4 12 -_...~-----------_._-_._._-~--- -------_._---_.~- ---.-..--- ----- -"-----.-- MODEL NUMBER ----~ 36SHE54 BUILDING ANCHOr:~ DATA ---EE" ---8---[---'--" 8Af< EYE HELIX LENGTH DIAMETFf~. OIAMnEF~_ .2\.6.JvtUEf~ jOH '12M 1 '/2" 4M -_..---- ---- --- -------- UPLlFI CAf1ACIIY IN NORMAL SOIL 2~)OO Ibs. ~QIE~ THESE ANCHORS MEET THl WIND REQUIREMENTS OF THE 1994 STANDARD BUILDING CODf. WITH 1996 REVISIONS AND TilE AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD CODE ANSI/ASCE-93. I-SKID (IYP,) / /- ~';ID[ NJCH. g~ty \~~ .~H 1- - -, - n_ -'- -- - - ~. ~:r .-.-- - .--- ..--- -- -~-j: 130LT II mu N\lOL & LX!) :')KID ()I~ 11[^l)lr~ l3f-MA W/3/8"0 x 4" LN"; UOLI-' 1._\ I _(0') If fJAR .. - .... II II I \ .J .,' HLI iX-- - ( tr.~ '. 'I. I,. TYP. !C~,~.LT,~' '\j\NC.\~'.or< ~"J-:~"fC~- " '-~~. '6/'1111 ; .. : ---r:;t':CAl". pORrW\ F b'J11 ni;;C-;:;:C-t\0iIS'- _ ;&mi"lli IN;)lJ~iR:ES. .INC - .,_ '106\ lIs IIWY g2 WISr .-tillllir<NO~.lf :ll'ollli1A- ---- --- A ,/ IT: - - - - -. - - -- - -;- NJGI.- __ _AJ,j.CJ:!QJL_S.P^-C1NG_J~.LhN_. - ..~--]. [toJl) S~_~N(jHf !}rU..,U av OJJc. CHEC><(D "EN W J .M. CHc-~n- BY ..__ l)~.H: 1\ 0 <Jl (, 9 97 \ 00 no,," or JCQ N-lYWHERE n. M-'SlR~~;,A~i~~r~~~E'~QIN~~I-"'-' PR(}..JECT ~{J --;:mas IJwe. NI 71\- I ! ! " (YJ 'G i ~ 1(---- ~._. . / I r- _S- t~~ ~~ " 6<.> j ....;~ f-~---~ I. I ~ , I ~ 'J,' ISHrD --7 I l Ii "- !~ l -- - t:l-- I .~..._------- I 3f'1 p~D ---- ._:";;0.. I / ---~6 - ~~ -r -,~C __ LeT .;1.; - -----)1 ---I I I I ''''-. r ~(I " '() .~ ." -/ \ ,l \ \ u :::;:: D r- m m ..-1 ..-1 lD o ~ -<i orl ro o C- D. 4: Q) ::;J r- orl I U) U) ;;:: U) /' r- -.J ro :r: r- f-~ ::;;: Cf) /' Cf) ro D -:> W U ::;;: ~.~ /' U . . t3 '0 'f a:: ~~ $ ~a LCf'::. . . t3 '0 'f a:: ~~ ::;: P:::!0 LCf'::. REFERENCE DRAWINGS 1-<1 2'-0" I. l~ VARIES FROM 8'-0" TO 50'-0" JOISTS SPACED @ 2'-0" ON CENTER ---<l 2'-0" ... 7'_4" JOISTS SPACED @ 7'-4" ON CENTER 7'-4" ... I ~ USE 4 ROWS OF (J)-2x6 BEAMS V FOR 14'-0" W7DE BUILDINGS. 2 x 6 HEADER 2 - 2 x EAM . a USE (2) TOE NAILS (MIN.) .1 "*" '" "- ~ ~ '- 2 x 4 BENT (TYP.) . NO TCH TOP OF BEAM - a . ~ .1 a ~ TO ALLOW JOIST TO PASS Cl:) .1 ~ r---.. ~ THRU - SEE "SIDE ELEV. '0 W/DOOR &- W7NDOWS" e: ~ ~ ~ a:: 1 x 4 BRIDGING - ~ J/4" PL YWOOD FLOOR 2 - 2 x EAM 2 x 6 HEADER FLOOR FRAMING PLAN SCALD 1/2"=1'-0" '" P.: C '- h. as ct.i "4- ~ "J ... USE ENDS 1 x 3 BRIDGING & LA 2-2x4 DOOR HEADER 2 x 4 HDR. i\ I "- I bI . \. / 3'-6" \. / ~1- ~ \. / W7NDOW \. / \./ OPNG. (DOOR OPNG.) \/ tv-:! /\. (TYP.) /\ . I / \. / \. if ~ '" / \. C,j / \. 1/ 2 x 4 SILL \ . 5: / \ a a 1 x 4 BRIDGING j .1 1 x 4 BRIDGING . I <c gs ~ ~ a ~ "- 2'-0" . L ~ (TYP.) ~ 1- . tv-:! ~ "*" 2 x 4 BOT. PLATE '2 x 4 BOT. PLATE :: S-~ F-----------------------------/--J------------------- "- , / / / ' TOP &- BOT. &- (4) TOE NAILS @ J/4" PLYWOOD FLOOR J" ~ 2 x 6 HEADER BOT. OF EA. STUD (TYP. @ EA. - "- BENT &- TOP &- BOT. OF END ~ WALL STUDS) SIDE ELEVA TION wi DOOR & WINDOWS SCALE: 1/2"=7'-0" 1 x J BRIDGING '" P.: ~ '- h. C5 ct.i "*" 2'-0" ~ ~ ( TYP.) 1 x 4 BRIDGING II V / ~SEE "SIDE [LEV. w/ DOOR & W7NDOWS" FOR INFY NOT SHOWN 2 x 4 BOT. PLA Tf F= ---------------------------------------------- ....... / SIDE ELEVA TION wlo DOOR & WINDOWS SCALE 1/2"=7'-0" MARK ISSUE BY DATE MARK USE (J)-2x6 BEAMS FOR BLDGS. 8'-0~ 10'-0" & 12'-0" THA T EXCEED 24'-0" IN LENGTH (TYP.) 2 x 4 BENT (TYP. - SEE SIDE WALL ELEvs.) 2 x 4 BOT. PLA TE (TYP. ALL AROUND) 2-2 x 4 BENTS @ BOTH OF BLDG. 16'-0" LONG ~ RGER ~ :::>: TYP. ROOF SL OPE ~ EA YE W.:.-P. 2 x 4 W7ND BRACE TYP. @ 4 CORNERS (14'-0" W7DE BLDG. ONL Y) . ~ '0 .1 ~ 2 x 4 BENT . lC) .1 <c 1 x 4 I],~'DG....: NO TCH 2 x 4 "4- (TYP. @ fA. '~ BENT) ~ . "- . 1 tv-:! . "- .1 tv-:! . 'Z "- a "- T: PL YWOOD f~.------' (- / -~--~~1,;"1 1 \ ~ ~ "l r~<~ ) I \ ,- , ['{ ( I I . . . i . ~, J . , ! J ('-I \.....,.,;i'-~:",.'" .,,"\ 1 x J BRIDGING 7" x 4" ALPINE PLA Tf (N. S. - F. S.) (TYP. @ EACH BENT) 1 x J BRIDGING 2 x 4 COLLAR STRUT @ EACH BENT WINDOW OPENING 4" ALUMINUM LAP SIDING ROOF ALUMINUM TRIM W7NDOW OPENING 2 x 4 BOT. PLATE 2"1.8" TRULOX PLA Tf (TYP. @ fACH BENT) ," x 4' ALPINE J/4" PL YWOOD FLOOR PLA TE. (N. S. - r. S.) 2 x 4 COLLAR STRUT x J'-7"t. @ EACH BENT \ ---~ I t 12 1 x J BRDG. @ MID.- SPAN (TYP. FOR BLDGS. 10' x 16' & LARGER) ~ 2 x 6 HEADER J'-6" ALUMINUM DOOR W/ LOCK "*" >< ~ 2 x 4 DOOR HEADER 2 x 4 2 x 4 2 x 4 2 x 4 3'-6" .. VARIES W/ DOOR OPNG, & BLDG. WID TH (DOOR OPNG.) VARIES W/ DOOR OPNG. &: BlOG, WID TH TYP. SLOPE @ KNEE JOINT OF BENT 2x4 2x4 .-...., C,j · 5: a a , I <c gs a "4- ~ ~ ~ I ~ "4- "*" ~ ~ ~ C\j 2x4 2x4 ALUMINUM GUTTER (TYP. ABOVE DOORS &- W7NDOWS) 2 - 2 x 6 BEAM (TYP.) ~ ~ ~ "4- ~ "J I . ~ 4" ALUMINUM LAP SIDING 1'-6" O.C. .. AX. (TYP. 2x4BOT.PLATf 2 x 4 BO T. PLA TE . ~ "- '0 . I ~ . 2 x 4 2 x 4 lC) , I '0 "4- "4- ><: ~ ~ ~ . . "- "- .1 .1 tv-:! tv-:! ~ 1 1/2" DEEP NOTCH IN TOP OF 2-21.6 BEAM @ EACH JOIST ~ a:: ~ EA VE w.y. T: PL YWOOD REVISION BY DATE APPROVED BY ~ J/4" PLYWOOD FLOOR 2 x 6 JOIST 2 _ 2 x 6 BEAM (TYP.) ~ SCALE: 1/2"=1'-0" ISOMETRIC OF BUILDING END ELEVA TION wi DOOR SCALE: 1/2"=7'-0" DESIGN LOADS ,. FLOOR LlYE LOAD -------- 75 P.S.r. (JOISTS@24"0.C} 2. FLOOR LIVE LOAD ------- 125 P.s.r. (JOISTS @ 16" o.C. J. ROOF LIVE LOAD -------- 20 P.5.r. 4. WIND LOAD (120 MP. H.) - - - 26.49 P. S. F. WIND CODES THESE BUILDINGS MEET THE W7ND REQUIREMENTS OF THE 199+ STANDARD BUILDING CODE AND THE ASCE STANDARD ANSI/ASCE 7-9~ 2 x 4 2 x 4 2 x 4 2 x 4 2x4 2 x 4 ....... J'-6" ./ . ....... ./ ~......../ W7NDO "- '-..../ tv-:! ./....... I ./ ....... . ./ ........ ~ ....... ./ 2x4........ 2x4 GENERAL NO TES PNG. ,. FLOOR JOISTS AND BEAMS SHALL BE NO. 2 SOUTHERN PINE (P. T.) 2. PL'r1t'OOD FLOOR SHALL BE J/4" THICK SOUTHERN PINE, 5 PL Y, EXTERIOR GRADE, TONGUE AND GROOVE (STURD-I-FLOORn). J. 2 x 4 WALL AND ROOF FRAMING SHALL BE NO.2 SOUTHERN PINE. 4. ROOF AND WALL SIDING SHALL BE 1/2" CORRUGA TED ALUMINUM WITH A 2.67" PITCH OR A 4" LAP SIDING W1TH A J/8" STfP. BOTH SHALL BE MANUFACTURED FROM 0.019" THICK SHEET ALUMINUM JOOJ H-14 ALLOY 5. THREADED FASTENERS FOR ALUMINUM ROOF AND SIDING SHALL BE I 8 MACHINE SCREWS INSTALLED ACCORDING TO SIDING MANUFACTURERS SPECIFlCA TlONS. 6. ALL UNTHREADED WOOD FASTENERS ARE BOX NAILS WITH A 0.lJ1" DIAMETER BY J 1/4" LONG. UNLESS NOTED OTHERW7SE. 1. ALL COLD-FORMED STRUCTURAL STfEL CONNECTlON PLA TfS SHALL BE 20 GAGE (GAL V.) ALPINE AND/OR TRULOX PLA TES MANUFACTURED BY ALPINE ENGINEERED PRODUCTS, INC. CONFORMING TO ASTM A446-87 GRADE A OR BETTER SPECIFlCA TlON. 8. UNTHREADED FASTENERS FOR THE TRULOX CONNECTlON PLA TfS SHALL BE 0.1205"~ (11 Go.) x 1 J/8" SPIRAL SHANK TRUSS NAILS. 9. AS AN OPTlON, (J) #12 THHN SOLID COPPER W7RES RUN IN 1/2" CONDUIT OPERA TES ONE INCANDESCENT LIGHT W7TH A SINGLE POLE WALL SW7TCH. 10. FIELD INSTALLED ITfMS SUBJECT TO LOCAL APPROVAL: A. TIEDOWN OF UNIT TO SITE. B. ELECTRICAL CONNECTlON FROM POWER SOURCE TO UNIT. 2 x 4 "4- ~ ~ "4- ~ ~ "*" ~ ~ SEE "END ELEV. w/ DOOR" FOR INFO. NOT SHOWN - END ELEVA TION wi WINDOW SCALf: 1/2"=1'-0" DATE SCALE 1 2"=1'-0" DRAWi'j BY TM CHECKED BY WJM CHECKED BY DATE STREAMLINE STYLE BUILDING TYPICAL PORTABLE SINGLE WIDE SMITHBIL T INDUSTRIES, INC. AUBURNDALE FLORIDA 94145 5-1 ISS. 95 95 ~/j;'WIf a!t-111f1 M McCARTHY ENGINEERING, INC. STRUCTURAL CONSULTANTS LAKELAND, FLORIDA PROJECT NO. o