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Home My WebLink About96-6171 BUILDING PERMIT N~ Permit CITY OF ZEPHYRHILLS (813) 788-6611 --61718 DatE! / CJ -/ y- 9 G,. ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: P'operty Owne' v'1<,~ ~ Job Address: ~3 Q l!l--- 0 Parcel 1.0. # --2 ~. ~ b -()./ - tJ /..s 0- 0 c) CJ c::> 0 - c /.s --- () Radon Gas: ;;J. ~~ . Water Meter: T.I.F.'s: zoning:------------2---EnergY Code: Description of Work_ (.Ah~'" ~'YYL ~. f;;L FINAL I' DATE NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE Inspector ..ILL Valuation or Contract Price /;). ~ ---0. ~."-D ---7.- .-. ---,----. :~;~~::,:e )tj;1J-~ ' Company Address Telephone# City License Registration # _ &-- .3 State Certified License# ~ iJ~~------- o __ BUILDING ELECTRICAL PLUMBING MECHANICAL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Ftr. Pre SLB Lintel FRM. Insul. CL WL 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 PERKIT CITY OF ZEPIIYRIIILLS BUILDING DEPARTMENT OWNER'S ADDUSS 1!$1f'T t?,J 0 L. or~ IS 1IJet/f/l jIJ t1 /( "IN L Ai( f. [) R- - blJD VOR:'1"1..j L. /}KE D~. PHONE /~tf'~ 9'11.L OWNER'S NAME JOB ADDRESS LEGAL DESCRIPTION: LOT(S) BLOCIL-SUBDIVISION PARCEL LD...J>-:21:. -;)..J~ O/SD - OOCfX)- {)/S"O (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED: t/Rew Construction ---..Addition -ftlteration ---.:Repair _Install _Sign ---Jtove _Deaolish PROPOSED USE: ~sing1e Feaily ---1'11 F _' of Units ---Jt/H _ec:-ercial _Indust. _Swill. Pool _Other ---Restaurant &: Health Departaent Approval DESCRIPTION OF won: ..SCR.. E-./t ~ te.o D M.J- 1€/lJO~ BUILDING SIZE: / / x ;).J..., d cJ2. Square Feet, P7IJ 7' Height RESIDENTIAL: ATTACH (2) PLOT PLANS &: (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS &: (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED ~UILDING $ /:2 5'() Do Valuation of Total Construction _ELECTRICAL AIIP Service Florida Power Corp. W.R.E.C. -"EClWfICAL ---..PLUtlBING $ Valuation of lIechanical Installation GAS ROOFING SPECIALTY. . TYPE OF CONSTRUCTION: ~lock _FraIIe _Steel Other FDlISHED FLOOR BLEVAnOIlS: Fr. IS PROJECT IN FLOOD ZONE AREA"l YES NO .......................................... BUILDER , .. N!/.iL CONTRACTOR SECTION cdttPANY /leE /J L U jt? / State Cert. or Regist. . CI.:. coJYbcf'/() City License Registration' J>3 ......................................*... Signature RT.RCTRICIAH COKPANY State Cert. or Regist. . City License Registration . .......................................... SianAture PLIDIBER COKPANY State Cert. or Regist. . City License Registration t ..........*............................... Signature MECHANICAL COKPANY State Cert. or Regist. f City License Registration . .......................................... Signature OTRRR COKPANY State Cert. or Regist. . City License Registration f .......................................... Signature APPLICATION APPROVED BY, PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS Tbe undersigned understands that this penit aa, be subject to 'deed restrictions I wbich aa, be lOre restrictive than Cit, regulations. The undersigned assUles responsibility for coapliance with an, applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas bired a contractor or contractors to undertake wort, they la, be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required b, law,' both the owner and contractor la' be cited for a lisdeJeanor violation under state law. If the olDer or intended contractor are uncertain.as to wbat licensing requirl!lents iii' appiy for the intended wort, they are advised to contact the Cit, of Zepbyrhi~ls Building DepartJent, (813) 188-6611.' Furthenore, if the owner bas bired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the 'Contractor Sections' of this application for wbich the, will be responsible. If you, as the owner sign as the contractor, you are indicating that JOu, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that la' be an indication that be is not properly licensed and is not entitled to perlitting privileges in the City of Zepbyrhills. 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 'Plorida's Construction Lien Law - lIoIeoImer's Protection Guide' prepared by the Florida DepartJent of Agriculture and ConsUJer Affairs. If the applicant is SOleone other than the 'owner', I certify that I have obtained a copy of the above described dOCUJeDt and prOlise in good faith to deliver it to the 'owner' prior to cOlleDceaent. 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 COIpliance with all applicable laws regulating construction, loning, and land developlellt. Application is bereby Jade to obtain a penit to do wort and installation as indicated. I certif, that no wort or installation bas ~ced prior to issuance of a penlit and that all wort will be perfoIlecl to Met standards of all law8 regulating construction, Cit, codes, loning regulations, and land developleDt regulations in the jurisdiction. I also certify that I understand that the regulations of other governJental agencies iii' apply to the intended work, and that it is IY responsibility to identify wbat actions I lust tate to be in coapliance. Such agencies include but are not liaited to: t DepartJent of BnviroDleDtal Regulation - Cypress aa,beads, Wetland Areas and HnvirollleDtally Sensitive Lands, Water/Wastewater 'freat:Jent t Southwest Florida Water Hanageaent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses t Arl' Corps of Engineers - Seawalls, Docks, lavigable Waterways t Depart:Jent of Health & Rehabilitative Services, BnvirODlental Health Unit - Wells, Wastewater !reatJent, Septic rants t US HnvirODlental Protection Agency - Asbestos abateaent I also certify that, if fIll IiIterial is to be used in Flood ZOne 'A' or 'A,etc.', it is understood that a drainage plan addressing a lCOIpensating volUJe' will be subJitted wbich 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 an, provisions of the tecbnical codes, nor shall issuance of a penit prevent the Building OffIcial frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perJit issued shall beCOle invalid unless the wort authoriled b, such penit is COIIeIlced within sillODths of issuance, or if wort authoriled by the penit is suspended or abandoned for a period of sillODths after the tiae the wort is COIIeI1cecl. One 90 day utension of tile, lilY be allowed for the perJit with fee charge of $15.00. 'fhe utension shall be requested in writing to the Building Official. An approved inspection lUSt be logged during each sillODth period, or the project will be considered abandoned. WWIIIG 'fO OWHIR: YOUR FAILURE 'f0 RECORD A NO'fICE OF COHHDCEMEIfJ HAY RESULT III YOUR PAYIIIG !VICE FOR IHPROVHHmS 'fO YOUR PROPHRfY. IF YOU mElD 'f0 OB!IDI 'IWCrIG,. COIfSUL! WI'fH YOOR LBlfDHR OR 1K AnORIIBY BEFORE RECORDIIG YOUR IfO'fICIl OF lUOIIIICIIIm~ f2'SiAWll ~ JIlr - ro - lID 1m A 'IIllrICE or 2 SlmMr:~~'~ SI~~ STATE OF FLOR~ coum OF ' ~'d~ The foregoing instrument was acknowledged before me this t1cl~ /'1, 19 /liP by :\..", PI/,( ~n1- ~JiI~ ""t Of f\.lII~ KATHLEEN J BROWN My Commls8lon CC449029 ExpIr.. Apr. 02. 1999 STA'fE OF FLORIDA A /1 coumOF ~~ The foregoing instrument was aCknowledged before me this tJc~ pi , 19~ by Ih-f3e7<- T .s / H S who is personally known to me er who haa 'I'Sda.('6d as id8Rtificatien and who ~/did not take ~f}~~ (Signature) k'ATI-\ l ~lJ J bRt/wt-J (Name Typed, Printed or Stamped) NOTARY PUBLIC :\..", PI/,( EEN J BROWN ~ n'to KATHL WI My Commission CC449029 * * ExplresApr.02.1999 ~ ~... "t OF f\.1II A~B~-'- S I H,.s~ who is personally known to me Gr ......A hN produ~e(l' , as ideat:ificaLlu11 and who 4.i4l-/did not talt~~ Fl. 8~ (Signature) kATHI ~EJJ J. DROWN (Name Typed, Printed or Stamped) NOTARY PUBLIC \.J , \.J ,//" /" v 38625 2nd Ave. Zephyrhilla, FL 33640 - . ACE ALUMINUM Job No. Phone: (813) 782-2616 SOLD TO ~ D) C l,q (2.. u e {L ADDRESS " 7 "i 0 rV () fl t 1-1 l.-.. rt k. - D (' SHIPTO 5'1'/ LI-i. (' () Yl k s DATE I D - l - q (" PHONE '1 ~g - q '1/ rJ- .J- 2 ..... I ( "I'" r... -( ~ ft/ ...../~ ~ \- .j) -0/ ') ..- ('J tf'.,./ ~ 1,,-,,- -+.... f\ ( .) j...... L ( ~^- J... r-- ..2 /. -/ /c2 /(00 r: ? " \ .p ~vv ';; , PERMIT PRICE TAX The undersigned agrees to pay TOTAL PRICE J.,2S"D.O'U INSTALLERS IN FUU ON COMPLETION DEPOSIT l)\.Cd.....AN ~AN~.~~ Rep. ~J;J:a to e SJanl r C.O.D. ATTACHED ALUMINUM COVERS TABLE 1 MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF 3105 H-28 ALLOY WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS O.H. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H. 3"x 0.026" 100 MPH W. L. 15'-11" 16'-1" 16'-5" 17' -0" 110 MPH W. L. 14'-3" 14'-5" 14'-10" 15'-6" 120 MPH W. L. 13'-0" 13'-2" 13'-7" 14'-4" 3"x 0.032" 100 MPH W. L. 18'-10" 18'-11" 19'-3" 19'-9" 110 MPH W. L. 16'-10" 16'-11" 17'-4" 17'-11" 120 MPH W. L. 15'-4" 15'-6" 15'-11" 16'-6" LIVE LOAD; ALL BUILDING TYPES O.H., CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H. 3"x 0.026" 20 #/SF L. L. 16'-1" 16'-2" 16'-7" 17'-2" 30 #/SF L. L. 13'-1" 13'-3" 13'-8" 14'-5" 3"x 0.032" ~~ 20 #/SF L. L. 18'-4" 18'-5" 18'-9" 19'-3" 30 #/SF L. L. 14'-11" 15'-1" 15'-6" 16'-1" 1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. LAWRENCE E. BENNETT, I).E. CIVIL ENGINEER &. DEVELOPMENT CONSUU"ANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (~4) 767-4774 FAX' 1 (904) 767-6556 o COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN fll.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. RE, . 3 47 ,..., ATTACHED ALUMINUM COVERS - SfALANT ~ so HEADER EXTRUSION ~ ~ 18 x 9/16" TEK SPACED AT "0 ~ _____ 8" O.C. BOTH SIDES / / . ___ SfALANT '10 x 1-1/2" S.M.S. OR WOOD WOOD SCREw (1) PER RAFTER OR TRUSS TAlL EXISTING TRUSS OR RAFTER 1110 X 3/"" S.t.I.S. OR WOOD SCREW SPACED AT 12" O.C. 3" ROOF PANEL EXISTING FASCIA '---.-/ ~~ ----, SEAlANT ~ SO HEADER EXTRUSION ~ H8 x 9/16" TEK SPACED AT .-- --- fi O.C. BOTH SIDES ---- ___ SEAU\NT FOR MASONRY USE 1/,," x 1-1/..." TAPCON ANCHOR OR EQUAL SPACED AT 2..." O.C. FOR WOOD USE lID x 1-1/2" S.M.S. OR WOOD SCREWS AT 12" O.C. 3" ROOF PANEL EXISTING HOST STRUCTURE WOOD FRAME. t.lASONRY OR OTHER CONSTRUCTION ---~.' ROOF PANEL TO FASCIA DETAIL ROOF PANEL TO WALL DETAIL NOES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS Buns OR THE SUB-FASCIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS Buns / SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. All SCREWS INTO THE HOST STRUCTURE SHAlL HAVE MIN. 1-1/..." WASHERS .OR SHALL BE WASHER HEADED SCREWS HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNEC1l0N REQUIREMENTS LOAD CONDI1l0NS GL.A.SS ROOMS WIND VELOCITY LOADS DEAD + UVE LOADS HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF 1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" O.C.----->(2) @ l' O.C. 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C. SC~:EEN. VINYL. AND CARPORTS HOST STRUCTURE 102 MPH 110 MPH 120 MPH 1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 22#/SF 32 #/SF 57#/SF @ 12" O.C.----->2 @ l' O.C. O.C.--------->2 @ l' O,C. '-..../ SFUCE TO BE LOCATED 1/1- TO 1N BEAM SPAN AND Sl AGGERED EACH SIDE Of SELF MJ\ TING BEAW I" WAX. + + + + + + + + DENOTES SC EW PATIERN NOT NUMBER Of SCREWS d "" HEIGHT OF BEAM BE AW SPUCE SHAll BE MIN. Of d-.5O" HEIGHT AND 2 (a-.50") IN LENGTH MIN. SCREWS PER SPUCE TClTAl / SIDE Of SPUCE 2" x ..." 4/2 2" x 5" 1-/2 2" x 6 1-/2 2' x 7" 6/3 2' x 8" 8/1- 2' x 9" 10/5 + + + + + + + + I" MAX. PLATE TO BE SAME WALL THICKNESS AS BEAM PLA TE CAN BE INSIDE OR OUTSIDE BEMI OR LAP CUT TYPICAL BEAM SPLICE DETAIL LAWRENCE E. BENNETT, P.E. CIVIL ENOINEER '" DEVELOPMENT CONSUlIANT P. O. BOx 4368 SOUTH D,f,YTONA, FL 32121 PHONE 1 (904) 767-4n4 FAX' 1 (904) 767-6556 ....J o COPYRI'3HT, 19116 NOT TO BE REPRODUCED IN WHOLE OR IN At.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. RE. ..... 44 - S~':REENED ENCLO,SURES: SCREEN I VINYL AND ~OLID COVEll , ~BLe 3: ~ MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS ROOMS EXTRUSIONS AND SELF MATING BEAMS OF 6063 T-6 ALUMINUM' ALLOY U~ ING SCREEN PANEL WIDTH "W. (SEE TYPICAL GLASS ROOM DRAWING), SELECT UF RIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION WIDTH "W" 36" 42" 48"' 54" 60" 66" 72" 78" E)<:TRUSION 2")( 2"x 0.044" 9'-2" 8'-6" 7'-11" 7'-6" 7'-1" 6'-9" 2")( 2"x 0.050" 10'-2" 9'-5. 8'-10" 8'-2" 7'-11" 7'-6" . -::]'-2" 6'-11" 2")( 2"x 0.093" 12'-10. 11'-11. 11'-1" 10'-6" 9'-11" 9'-6. 9'-:--1" 8'-8" 3")( 2"x 0.050" 10'-8. 9'-11. 9'-3" 8'-9. 8'-3. 7'-11" 7'-6. 7'-3. 2"x 3"x 0.050" 12'-10. 11'-11. 11'-1. 10'-6" 9'-11. 9'-6" 9'-1. 8'-8" 3"x 2"x 0.070" 13'-8. 12'-8" 11'-10. 11'-2. 10'-6" 10'-1" 9'-8" 9'-3" --... NCTES: GLASS ROOMS THE ADDITION OF AN ALUMINUM FRAME WINDOWS WI GLASS PANES THAT AEE DESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO THE ABOVE UPRIGHT SIZES IN.:;REASES THE STRENGTH SO THAT ADDITIONAL FRAMING IS NOT REQUIRED. '- LAWRENCE E. BENNETT, P.E. CJVJL SNOJNEIiR 4l: OE\'EL.OPMSNT CONSUIIANT P. O. BOX 436ll SOUTH DAYTONA. FL 32121 PHOHf 1 (904) 767-4774 FAX . 1 (904) 767-6556 Q C':: PYRIGHT. 1006 NOT ro BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNEn P.E. 2 33 SCRI:ENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER 2"x 3 BEAM SEE TABLE 4 -....J' OVmHANG VARIES -tc 2'- 0" MAX. -1 "W" FOR MAX. UPRIGHT LENGTH I . l"x 2" J, 3- 1/2. SLAB ON GRADE OR RAISED FOOTING VARIES NO MAX. (ELEV. SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING · (HEIGHT OF UPRIGHT IS MEASURED FROM TOP Of 1"x2" PLATE TO BOTTOM Of WALL BEAM) w n: => I- U => l:!: VI C> Z >= VI X w I '-.....-I 2"X~ BEAM AND COLUMNS MAX. COLUMNS, SPACING SEE TABLES i- N r- ! 1 "x2"xO.04Q" 'W VARIES 1 TYPICAL GLASS ROOM NOTES: . 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION YflTH TAPCON 1/4"x2-1/4" LENGTH OR EQUAL MAX. Of 2'-0" O.C. . " ANCHOR TO WALL YfllH 1-1/2" 110 SMS YfllH WASHERS 2 -0 O.C. SPACING ANCHOR BEAM AND COLUMN KNEE BEAM YflTH ANCHOR CUPS AND 110 SCREWS ANll WASHERS 2. UIN. SL.AB THICKNESS FOR SLAB ON CRADE I~ 3-1/2" CONCRETE 3. SELECT FRONT WALL BEAM FROM TABLE USING LARGER "A" VALUE Of W/2 OR W/2+0.H. 4. 'W IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM LAWRENCE E. BENNETI', P.E. CIvn. ENOINEER &; DEVELOPMENT CONSUIIANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (QO.t) 767-4n4 FAX , 1 (904) 767-6556 "-../ C COPYRIGHT. 1996 NOT TO BE REPRODUCED IN WHOLE OR IN W\AT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. RE. ( .. Ti _I ~I J: ~ 3::.- -X ,( "=' - 5- .......... V1- -'\. ~- , c.. ~ I I I I ~ , I ~~ ~ ~ r'i _ '\ - r ... V\ I .~ Cu~ ....\ ',--> " I I ~~ vt ~ 'p .. I I . ~ ~ :1. I .. Nl ~ ~ i " ~ 'V) "' . I ~~ () I ?! .::..:. I '(. VI ~ ~ ~\ I ~ I - '<... '-J - Cv V) .~ ~ ~ ~ ~ (') ~. ~ ~ ~. ~ " . . ~~~ 1"\ (") I' . , . It> F-J RJ fl\" ....... t\1tl .........."" ," I.J '"c ~~ ' G' .. ~\ ~ ~ fut,C) cv,~ " SlTK l'I~1 , (IlP..SIDEHTUL usa ONLY ~ l'AIlCEI. 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