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Home My WebLink About96-5566 BUILDING PERMIT ~ CITY OF ZEPHYRHILLS Permit lI! (813) 788-6611 ;-5566 & - ..- """- Date 02 -I -70 ~ ELECTRICAL PLUMBING P<operty owne'~__ _.! d!;i- /I _ hr Job Address: ~~~ J~ ~ Parcel 1.0. # MECHANICAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: Zon;n., ;ze, Description of W:;;- ~q J? Radon Gas: -d.ItA.../? &?~ .-Jt1.-/PU'h./.d./'l-e rn. ~ NO OCCUPANCY BEFORE C.O, FINAL :2 ~ 0- 9 DATE Complete Plans, Specifications and Fee Must Accompany Application. C.O, All work shall be performed in accordance with City Codes and Ordinances. Inspector ~;~~ Company Address Telephone# Valuation or Contract Price -3..3 71/- ~ --- City License Registration # / b ~f State Certified License# 7Iu,~ ().L.,. 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 ($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 OWNER'S NAKE /) m4 / .F/.:?f .IN J/ ' PHONE '7 J- 'J- OWNER'S ADDRESS JOB ADDRESS S~C LEGAL DESCRIPTION: LOT(S)~~zi;pJ#-f' BLOCK/.s7 SUBDIVISIONM/ {}fY PARCEL I.D.' (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:~New Construction _Addition ----..Alteration _Repair _Install _Sign _Move ~Deaolish PROPOSED USE: _Single Faaily _KIF _, of Units _K/H _Swia. Pool Lother~~~ _ec-ercial _Indust. _Restaurant & Health Departaent Approval DESCRIPTION OF WORK: ~A.u4 BUILDING SIZE: :)-J- X '1'- , ~ ~A- 'ZJO ~>ty ~ ~~~ / Square Feet, r Height RESIDENTIAL: COMKERCIAL : 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. PERH1TS REOUESTED ~UILDING $ !].J <.J 0 -- Valuation of Total Construction _ELECTRICAL Al1.P Service Florida Power Corp. W.R.E.C. _MECHAHlCAL $ Valuation of Mechanical 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 ::z~--_....._..__.- ...- COl1.PANY ~~~ State Cert. or Regist. , J<)'a;JJ~/ City License Registration , /~~ ****************************************** / RI.RCTR1CIAN COl1.PANY State Cert. or Regist. f SionAture City License Registration , ****************************************** PLUMBER COl1.PANY State Cert. or Regist. . Signature City License Registration f ****************************************** MECHANICAL COl1.PANY State Cert. or Regist. f Signature City License Registration . ****************************************** OTRRR COl1.PANY State Cert. or Regist. t Signature City License Registration f ****************************************** APPLICATION APPROVED BY PERMIT OFFICER, CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS Tbe undersigned understands tbat this pertit lay be subject to .deed restrictions. wbich laY be lOre restrictive than City regulations. Tbe undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas 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 lisdl!lleanor violation under state law. If the ower or intended contractor are uncertain as to wbat licensing requirelents laY apply for the intended work, they are advised to contact the City of Zephyrbills Building DepartJent, (813) 788-6611. FurtherlOre, if the owner bas bired a contractor or contractors, be is advised to have tbe contractor(s) sign portions of the "Contractor Sections. of this application for wbicb 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 lay be an indication that be is not properly licensed and is not entitled to pertitting privileges in the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of .Florida's Construction Lien Law - HOIeOIfIler's Protection GuideD prepared by the Florida Departlent of Agriculture and Conslller Affairs. If the applicant is SOJH!one other than the .owner., I certify that I bave obtained a copy of the above described docUleDt and prOlise in good faith to deliver it to the "ownerD prior to cOllencelent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforaation 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 bereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation bas COIIenced prior to issuance of a perlit and that all work will be perfoIled 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 goveruental agenCies laY apply to the intended work, and that it is If responsibility to identify wbat actions I lUst take to be in cOlpliance. Sucb agencies include but are not lilited to: t Departlent of EnviroDleDtal Regulation - Cypress Bayheads, Wetland Areas and EnviroDleDtally Sensitive Lands, Water/Wastewater Treatlent t Southwest Florida Water Managelent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses t Arty Corps of Engineers - Seawalls, Docks, Havigable Waterways t DepartJent of Health & Rebabilitative Services, EnvirODlental Health Unit - Wells, Wastewater Treatlent, Septic Tanks t US EnvirODJeDtal Protection Agency - Asbestos abatelent I also certify that, if fill laterial is to be used in Flood Zone "AD or "A,etc. n, it is understood that a drainage plan addressing a uCOlpensating volUleu will be sublitted wbich is prepared by a professional engineer registered in the State of Florida prior to pertit issuance. A pertit issued sball 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 perlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every pertit issued shall beCOle invalid unless the work authorized by such perlit is cOllBnced within six 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 coaenced. One 90 day l!Itension of tile, lay be allowed for the pertit with fee cbarge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lUst be logged during each six IODth period, or the project will be considered abandoned. WAIUHNG '1'0 0WlfER: YOUR FAILURE TO RECORD A IOTlCE OF COMHDCBMIIf MAY RESULT II YOUR PAYIIG !VICE FOR IMPROVEIIDIS TO YOUR PROPERTY. IF YOU IIfEID TO OBTAIH FIIWJCIIG, CO!fSULT WITH YOUR LEIDER OR All AnOmY BEFORE RE.CORDIHG YOUR NOTICE OF COMMEICEMEIf. JOBS UWER $2,500 II VALUE 00 !fOT REED TO RECORD AIfD POST A .HOTICE OF COMMENCEMEIfT". SIG!fATURE: OWIIJlR OR AGm SIGNATURE: CONTRACTOR STATE OF FLORIDA coum OF The foregoing instrument was acknowledged before me this , 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 has produced as identification and who did/did not take an o~th. 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'-'~-." .-- _I' e (, eo f 0 SM:; I :>0" I 6" :, 5--::~ # ~ ~ ~~~~~r-- +~--+- ~: - '. '2 eo N 12 SMS j 20" 1 5'. , _. '----------------- ---.- -.--"--- ----- - ----- -- , Ii. F"Slt! FRj 'ClTH SI,)' Eo] d 1 C ;1\1S f:'J #lC ')~~S E'J #1(, ',~~S f(l # 1 C ',~b ~- eo #1 C ';MS AM 1)1/\1 ,A')TFNfRS , ZL E30fH SIDrs ;'X'\ SMU ;',b SMI3 :'x 7 :;M!3 ---___0' ___..___.., ;'xi', SME3 I _:'_x: =~~d 1" ('iJ # 10 '}~r) ),1 ':U ,~1 () '.)MS )~ en #10 ';~I', .~~: :~_1 ~~___~~_]__ I i, eo HI 0 SM') 5~' el) #12 <->M'-.l - --~-- --~- _p E"'J"'./~i ~ ,_~ .::: PACING Be:1 : :,' WS 7hICI('VF."S MU, 7 [.t ',,' .>1105 S,IO.i:i Tf1r-p t~, I,V' ~fi/: \1 f~"~L i ! 1/ ~l,::/ o "I:," -:~~~-l-~,- .------r--- , '~A I rIA i . . .----J------1 ,\;A ! Nt, , "'" -t - ~'A--]' .!; -=t~~--uJ / o o o 0 -~ 16" r--.:----~ --; /' 0 0 , o 0 ""'-- b" 20" 20" b" ()" \ LXII 'Ii 70" 21!" .. I f~" 6" \ \ " \ \ / \ > , \ \ \" " " "I, " (] 1 ~ 1 I, " ,1" \ 1 (," (j" \ ?O" I :!o I, x)" :)(j' /," 000 o 0 0 000 [I[ 1/';" 1 A ,[J 01 ;!) ,1111 A~, A "OM Uf) \ I, .-------~, ----- _.__._---~---_.~---"--,-------~-- ,? PLAN \C. 199" ~ ------- 28 ---- ~ ALUMINUM STR-'?I~ l E~ tIC, (C) CI' -- -~~~---_._----~---_. f'r. " L . c 0 " ;4) t I J,' IJf i~ I 1: r I.> ! i ,'CI{l,,1 , "1/ fO ':::Lrj~i~ ',C ~1 / I I l ---i I -, 01 o o o '~j !f , 0 oi 0, J (hI !J AI! i I) NI; Iii f) ',(HE W~: " .1 i ...-- 'i I / . ,,/ / / I. l .. ::. > .>'[:~ ~ :>> ~ ;;g :. II :M II 5 II . II II II 11 PI II it I B I I . II I I . I 'I I --_._,.,.'--,-- _.- r--":-,,'- I SIDE 'WALL COLUMN TABLE I L5tl (j# RIU" IEAM ~ ! ~ HEIGHT t NTE j 72' HEIGHT T t I'" Ul -I MANSARD GABLE MAXIMUM COLUMN HEIGHT IN DECIMAL FEET SCREEN WALLS 13 PSF . SCREEN ROOF 7 PSF WIND LOADS UP TO 120 MPH (0) (F) (G) (H) (I) (J) (K) (L) (M) (N) SPACING 2X2 PB 2x3 PB 2x3 SB 2x4 PB 2x4 SB 2X4 5MB 2x6 5MB 2x7 5MB 2x8 5MB 2><9 5MB 3'-0' 9.75 13.00 13.33 16.00 16.50 18.50 X X X X 4'-0' 8.67 11.67 12.50 14.50 14.33 16.67 X X X X 5'-0' 8.00 10.83 11.50 13.00 12.83 15.50 X X X X 6'-0' 7.33 9.83 10.83 11.83 11.67 14.50 19.33 X X X 7'-0' 6.83 9.17 10.17 11.00 10.83 13.67 17.83 19.67 X X 8'-0' 6.33 8.50 9.67 10.33 10.00 12.83 16.67 18.33 X X 9'-0' 6.00 8.00 9.17 9.67 9.50 12.00 15.67 17.33 X X INTERPOLATION OK CHAIR RAIL CONNECT-I9NIJ DETAIL CD INIDIKJI V Cl-tANNEl. "/ 4 ~O SIo4S 1/1.' IlEtn1N; Cl-tIlNNn. NIN. 2' "/ 4 "0 !iNS / tmNOII 'ASmtHO 2 flO _ t II! - OR _ SB:"llOWS ~ EXTERIOR @ CHAIR RAIL 11 CONNECT! ON INTERIOR @ CHAIR RAIL 12 CONNECTION INTERIOR ~ CHAIR RoftIL ~ CONNECTION ALUMINUM STRUCTURES MASTER PLAN ENGIt-EERING, INC. @ COPYRIGHT AL, INC. 1994 31 I ':'I) "!Il t'21 :.>1,. .t. ~" ~I -~,{r~ :;~1.J I J I ~ , , I , 1 i PBC ,..-'r'.,..__......~~:tii~~~:-... ~.'... -- -.__.-.._--~_._. ...........- . -1'1" I PURLlN / BEAM TO BEAM CONNECTION DETAILS I TYP. TYP. 5MB OR SNAP BEAM (2) - 1110 SMS INTO 5MB OR SNAP BEAM - EACH SIDE TYP. 5MB OR SNAP Bf.AM 1 1 2" x 2 1 8" x 062 RECEIVING CHANNEL wi (4) - #10 SMS INTO BEAM &. (2) - #10 SMS INTO BOTH SIDES OF 2 x 3 PB. 2 x 3 - .050 P.B. j; - 0 ~- 0 J--~~- TYP. 5MB OR SNAP BEAM ""- II y/ W TYP. 5MB OR SNAP BEAM ( PRIMARY BEAM) o ( SECONDARY ) 1110 SMS INTO 1110 SMS EACH SIDE PURLlN BEAM PRIMARY BEAM OF PURLlN BEAM 2 x 4 5 3 2 x 5 5 3 2 x 6 7 4 2 x 7 8 5 2 x 8 10 5 2 x 9 10 5 o -+~ II II I' " -~- SEE SCHEDULE FOR FASTENERS . TYP. SUB PURlIN - SECONDARY) SNAP BEAM - ( PRIMARY ) ~ ALUMINUM STRUCTURES MASTER PLAN "" ,~ E~ He. <D COPYRIGHT AL, INC. ]994 29] ,....--' .~. l:!1I iCllI ~. t: "".<. ..~; ~~.:... .~..... I~ ;"~".." ,. ~ ~ rJilll F.~... t'i!llt6 i;3 =a nil :I :a . II :a ~ a :IIJ 21 a . II II ---, SEE GUTTER TO F ASOA DETAILS SEE GUTTER TO FASCIA DETAILS SEE GUTTER TO FASCIA DET AILS -- - -- -."" SEE GUTTER TO FASCIA DETAILS ~_.... ._- I BEAM TO GUll'TER DET A~LS I -- -."" -- 2" . .075 ALUlj. ANGlE CUP (1) 0 EACH BEAlj LOCATION (2)-110 SMS - 18 SMS THRU CHANNEL IN TO BEAlj (4)-112 . 3/4" SMS INTO GUTTER (I" ljlN SEPARATION) 2' 5MB SEE SPAN CHARTS (4)-#12 , 3/4" SMS EACH SIDE - - ----.; STRUCTURAL GUTTER -- 2 1/8" , 1 1/2' REC. CHANNEl .062 ---- 2" . .075 ALUlj ANGLE CUP (1) 0 EACH BEAlj LOCATION 2" SljB SEE SPAN CHARTS - 2 . 2 , .D93 ANGlE (2)-110 SIIS (4)-110 SIIS INTO BEAIA ( EAOi SIDE) (2)-112 , 3/4" SMS INTO GUTTER (1' lotlN. SEPARATION) 1/8 SIIS THRU CHANNEL INTO BEAM 2 1/8' , I" REG CHANNEL .062 2" . .075 ALUlj. ANGlE CLIP J (1) 0 EACH BEAll LOCATION /' -----.; 2 . 2 INTERNAU Y FASTENED TO BEAM WITH (2)-110 . 1 1/2" SIIS 2' 5MB SEE SPAN CHARTS (4)-112 . 3/4 SIIS EACH SIDE (4)-112 · 3/4 SMS INTO GUTTER (1' IIIN SEPARATION) 2 1/8" . 1 1/2" REG CHANNEL .062 2' .075 ALUlj. ANGlE CLIP ./' (1) 0 EACH BEAll LOCATION /' y 2" 5MB SEE SPAN CHARTS DOOR JAljB INTERN ALL Y FASTENED TO BEAll WITH (2)-110 . 1 1/2' SIIS - --, (4)-112 . 3/4 SMS EACH SIDE (4)-111 , 3/4 SIIS INTO GUTTER (1' IIIN. SEPARATION) 2 1/8" . 1 1/2" REG CHANNEL .062 NOTE: AL ENGINEERING, INC DOES NOT WARRANTEE, EITHER EXPRESSlY OR IljPLlED, THE STRUCTURAL INTEGRITY OF THE EXISTING STRlJCTVRE ~ ALUMINUM STRUCTURES MASTER PLAN EN<>>mHl NC. @ COPYRIGHT AL, INC. 1994' . ~ ..-.. - .-.-,. V /'lJAX. 45' J ~5 445 445. 49/ -.._---------- MAXIMUM ROOF BEAM SPANS IN DECIMAL FEET SCREEN ROOF / SCREEN WALLS EXAMPLE WIND 110 MPH DEFLECTION Ll60 POOL ENCLOSU <-----1 COLUMN USED , --------- > 8 'WALL ROOF (F) (G) (H) (I) (J) (K) (L) r- BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 USED PB SMS PB SMS 5MB 5MB 5MB I 4'-0. 18.42 19.08 19.25 19.25 19.25 19.25 19.25 - (H) 5'-0' 17.08 17.58 17.75 17.75 17.75 17.75 17.75 2x4 6'-0' 16.08 16.58 16.75 16.58 16.75 16.75 16.75 PB 7' -0' 15.25 15.58 15.75 15.75 15.75 15.75 15.75 8'-0. 14.58 14.92 15.08 15.08 15.08 15.08 15.08 9' -0" 13.92 14.42 14.42 14.42 14.42 14.42 14.42 4'-0' 21.08 21.75 21. 92 21.75 23.42 23.42 23.42 (J) 5' -0" 20.08 20.08 20.25 20.08 21.58 21.58 21.58 2x4 6'-0. 18.42 18.75 18.92 18.92 20.25 20.25 20.25 5MB 7'-0" 17.42 17.92 17.92 17.92 19.08 19.08 19.08 8'-0' 16.75 17.08 17.08 17.08 18.25 18.25 18.25 9'-0' 16.08 16.42 16.42 16.42 17.42 17.42 17.42 4'-0. 28.08 28.58 28.75 28.58 29.92 31.92 31.92 (K) 5'-0' 26.08 26.42 26.58 26.58 27.58 29.25 29.25 2X6 6'-0' 24.58 24.92 24.92 24.92 25.92 27.42 27.42 5MB 7'-0. 23.25 23.58 23.75 23.58 24.42 25.92 25.92 8'-0' 22.25 22.58 22.58 22.58 23.42 24.58 24.58 . 9'-0' 21.42 21.58 21.75 21.75 22.42 23.58 23.58 . 4'-0' 31.58 32.08 32.08 32.08 33.08 34.92 35.92 . (L) 5'-0' 29.42 29.58 29.75 29.75 30.58 32.25 33.08 2x7 6'-0. 27.58 27.92 27.92 27.92 28.75 30.08 30.92 5MB 7' -0. 26.25 26.42 26.58 26.58 27.25 28.42 29.25 8'-0' 25.08 25.25 25.42 25.42 26.08 27.08 27.75 - 9'-0. 23.92 24.25 24.25 24.25 24.92 26.08 26.58 4'-0' 38.25 38.58 38.58 38.58 39.42 40.92 41.75 (M) - 5'-0' 35.42 35.75 35.75 35.75 36.58 37.75 38.58 2x8 6'-0. 33.42 33.58 33.75 33.58 34.25 35.42 36.08 5MB 7' -0. 31.75 31.92 31.92 31.92 32.58 33.58 34.08 8'-0. 30.25 30.58 30.58 30.58 31.08 32.08 32.58 9'-0' 29.08 29.25 29.42 29.42 29.92 30.75 31.25 4'-0' 41.92 42.25 42.25 42.25 43.08 44.42 45.08 (N) 5'-0' 38.92 39.08 39.25 39.08 39.92 41.08 41.75 2x9 6'-0. 36.58 36.75 36.92 36.75 37.42 38.42 39.08 5MB 7' -0' 34.92 34.92 34.92 34.92 35.58 36.42 . 36.92 8'-0. 33.25 33.42 33.42 33.42 33.92 34.75 35.25 9'-0' 31.92 32.08 32.08 32.08 32.58 33.42 33.92 INTERPOLATION BETWEEN VALUES IS PERMISSIBLE I 52 ~ALUMINUM STRUCTURES MASTER PLAN :;d ENGIIEERlNG, 1He. @ COPYRIGHT AL, INC. 1994 . --...- --------._----~.--------- --------------------.------- RE (M) \- (N) 2x8 2x9 5MB 5MB 19.25 17.75 16.75 .--- 15.75 15.08 1442 19.25 17.75 16.75 1575 15.08 14.42 23.42 23.42 21.58 21.58 20.25 20.25 19.08 19.08 18.25 18.25 17.42 17.42 31.92 31.92 29.25 29.25 27.42 27.42 25.92 25.92 24.58 24.58 23.58 2358 35.92 35.92 33.08 33.08 30.92 ~JO.92 29.25 29.25 27.75 27.75 26.58 2658 .;4.25 4425 40.75 40.75 37.92 37.92 35.92 35.92 34.08 34.08 32.75 32.75 47.42 48.42 43.58 44.58 40.75 41.58 38.58 39.25 36.75 37.42 35.08 35.75 l~ -.....-....-----~.-.,-;. r ...-r._.......: '1 .~,\ ~i ~ " " .1t j ~: L~; ,:, ~i' : " .. . 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