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HomeMy WebLinkAbout95-4952 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788-6611 Permit N,~ 495W Date 0- -/ {, ~ 7~- ~ Pmp"" Owne,. .1r(~, 4iIft~ Job Address: 6 7 4 _ Parcell.D. # J -::Jh ~- ;1/ - 'Z)/6 o. .0 CJ.8C)ZJ - M CJ 0 Radon Gas: 3~;2(j ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: Zoning: ~rgy Code7 Description of Work -1:' Q~-{'--,L:J.--:> i'7JJ~ .4s NO OCCUPANCY BEFORE C.O. DATE Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. Permit Fee Signature Company Address Telephone# Valuation or Contract Price :2 ;J.. ,,)'--0. o-v ./ City License Registration # (~ State Certified License# 7~:/ CFJ4 BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB A L/ Lintel ,~f< ./" FRM. ,/' r1rl1 J Insul. CL . "J.lS ,I.- WL __ \ V Breakers Ducts Insl. Compressor Final Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer 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. APPLICAnON FOR PERKIT CITY OF ZEPRYRBIu.5 BUILDING DEPARTMENT _'S_ ~ ~.\ \(oD~ ~u((~t:fs.wllll l~a- - ~~dS OWNER'S ADDRESS f) ~\ hen~ ~m JOB ADDRESS 1o~40 ~e ~~ ~ LEGAL DESCRIP'I'ION: LOT(S) aJ BLOCK SUBDIVISION PARCEL LD.' " - Q(P - Q..J -Q/1eD -cccaJ-- D0CO (OBTAIN FROK PROPERTY TAX NOTICE) WORK PROPOSED: hw Construction ~ition ----..Alteration __epair _Install _Sign -.JIove ->>eaolish PROPOSED~E: ~~eF_i~ ----3t/F _' of Units _K/H _ec:-ercial _Indust. _Swia. Pool _Other --Restaurant. Health ~ Approvsl () DESCRIP'l'IOR OF WORK: \ La X;;() ~ Qf} ''-DOrm BUILDING SIZE: llo X c.X:), 3'd.O ~uare Feet, Height RESIDENTIAL: ATTACH (2) PLOT PI..ARS &: (2) SETS OF BUILDIRG PLANS &: (1) SET ERERGY FORMS. COHHERCIAL: ATTACH (3) SETS OF BUILDING PLANS &: (1) SET ERERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CORSTRUCTION. ~UILDING $ \ 't()O~ PERKITS REOUESTED Valuation of Total Construction _ELECTRICAL AMP service Florida Power Corp. W.R.E.C. ----KECllAllICAL $ Valuation of lIecbanical Installation .-PLUIIBDG GAS ROOFIRG SPECIALTY TYPE OF OORSTIlUC'rIOR: -Dloclt _Fraae _Steel Other FDlISBBD FLOOR. ELEVAnORS: Fl. IS PROJECT IN FLOOD ZOO AREA? YES NO .......................................... BIITT.DER fIf . COIiTJIA=":1~(d ~n-trL~C2bk State Cert. or Regist. . City License Registration . ~~ , .......................................... Signature IU.RCTRICIAR COMPANY State Cert. or Regist. . City License Registration . .......................................... SiQllature PLOKBER COMPANY State Cert. or Regist. . City License Registration . .......................................... Signature KECHARICAL Signature COKPANY State Cert. or Regist. f City License Registration . .......................................... OTRRR COMPANY State Cert. or Regist. . City License Registration . .......................................... Signature APPLICAnOB APPIlOVJlII BY ~'~ Yh ~i~ PERKIT OFFICER. f;:~ :'.:.'^,.,.,,~ ], .'--' " j ..~ ~~4: ,~I J66l. 'r: {'"!''' ~,f ilP!JOlj j/:,; . t:''<. \;i~,)S'!'!!!t:'ij ~ ....~_,....~ ')..1'" JI18fid AHYJ,OH """c_"~-;;';;':-;;;;;;;,..;;;,.. '. 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Pt=-SI"-~lfrl()N : L,.or 30 Of $TefHE.N $ (PUN.1, $I(.,j/ETZ- 011':'5, pHASe IIVr.). A5- R€c.ote'I7E(J IN fwtr 6ooJt... '1(/ (lA"C:S ISO-IS) 'of T#1r pu5~1c.. REU>/l.U,? Of fJ,~cO ~OV~i~. rf..,oe1f7A. .. /VtJTe 5 / U,f'/?9?6nf'lJtI#/? /MI'.eOV€;f'IEPTS, ;r ,fA',!, AI"r MbfS(/te(;;P. 2 EL-Ej/~nIJN.~ IM5t:// "At A~5{)MeP PAT/lJf. .siC-pUGH '5 t:~ - ) . ("0' ,/!.O.w. . p' ~fi'~n"L~r.H..~.rr.__\ oP // " 'tv' ,J/ . ~" /~il/P. ~~f~f! I I' -11 I - ~-::l...____.,_,." SEe ? TWP Z{; S RGE 2:./ E S"U1JVA~1 ?1J~V€r pA rt! - - ------ - - ~ -~'4,'I[... A''''-~t.. ~I,'I t= j < ~ " .. &J .. = _.--:.-._ ~ 0._ . _ _____ c.i ",' ... q- ~ i.... :r I-~' o CO '1 II ;,,, II h' , "j?)'/ '" l ., ..... \. ... '- ~~ =====--_._~ ~~: ,) ~ \; if €. II ~ . ... -. ..~ - -..~~ 3 ~II.~ ~ ..J~ 3', .~~ ~ ""1: ( J.1.p J - J V) ~ ~J Q " L ~J u (?j Y- -9 .~ s ~ ~ , ) ~ " '" ~ ~ '. \.. ~ .~ ~ ~ \. 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MESH OR 1 t FIB, ER MESH TYPICAL "4-- -- . . .~ 1 #5 BAR CONT. 3 1/2~ "8"~i. .!______ NOTE: FIBER MESH CONCRETE DOES "8" NOT REQUIRED WIRE MESH FLA T SLOPE I NO FOOTING MODERA TE SLOPE FOOTING STEEP SLOPE FOOTING o - 2"/12" 2"/12" - 1'-10' > 1'-10' SLAB DETAILS ADDRESSING EROSION [b@W[]'@UD@@ @;o ~@UDUD@~~9 (;Jo@;o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4368 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 3 PAGE: 5=~3 -45- fA aT ACHED ALUM~NUM COVERS F AS ~ENED DETERMINED BASr::Gl ON CONSTRUCTION .OF HOST STRUCTURE CONNECTION REOUIRED (SEE DETAIL) ~ PAN OR COMPOSITE PANELS USE CORROSION RESISTIVE SCREWS. PANS ANCHORED W/ #lOX1/2" @ 3/PAN INTO RECEIVING CHANNEL AND 1 #1 Ox1 /2" @ RIDGE CAP CONNECTION TO RECEIVING CHANNEL. COMPOSITE PANELS USE 1/4"x t+1/2" WITH 1/4" WASHERS SCREW THROUGH RECEIVING CHANNEL FROM TOP CAULK ALL CONNECTIONS. HOST STRUCTURE OR FASCIA EXTRUDED OR BREAKMETAL HEADER 0.032" MIN. CONNECTION TO HOST STRUCTURE HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REOUIREMENTS FOR VARIOUS LOAD CONDITIONS LOAD CONDITIONS WIND VELOCITY LOADS DEAD + LIVE LOADS GLASS ROOMS HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF 1. CONCRETE 1/4"xl-l/S" CONCRETE SCREWS @ 12" 0.C.------>2 @ l' O.C. 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.c.------------>2 @ 1" O.C. SCREEN, VINYL, AND CARPORTS HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF 1. CONCRETE 1/4"xl-1/S" CONCRETE SCREWS @ 12" 0.C.------>2 @ l' Oc. 2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C.----------->2 @ l' O.c. NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FACIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS/SUB FACIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. PLATE TO BE SAME WALL THICKNESS AS BEAM PLA TE CAN BE INSIDE OR OUTSIDE BEAM OR LAP CUT BEAM SPLICE SHALL BE MiN. OF d-1j2" HEIGHT AND 2(d-1/2") IN LENGTH MIN. SCREWS PER SPLICE TOTAL / SIDE OF SPLICE 2" x 4" 4 j 2 2" x 5" 4 / 2 2" x 6" 4 j 2 2" x 7" 6 / 3 2" x S" S / 4 2" x 9" 10 / 5 SPLICE TO BE LOCATED 1/4 TO 1/3 BEAM SPAN AND STAGGERED EACH SIDE OF SELF MATING BEAM 1" MAX, d=HEIGHT OF BEAM MAX. DENOTES SCREW PATTERN NOT NUMBER OF SCREWS TYPICAL BEAM SPLICE DETAIL [1&:lW(f'@uu@@ @:o [;3@uuuu@~~g lPo@:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4368 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 3 PAGE: S~1I3 -46- A 1'1' ACHED ALUM~INJUM COVERS ~ABLE 2: MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES Wi SOLID ROOFS 6063 T -6 ALLOY EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + O.H. 2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = g' LOAD WITH = g'; L.L. @ 22#/SF BEAM SPAN = 7'- 3" BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS BEAM LIVE LOAD WIND LOAD LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 2"x 3"xO.050" TILT BEAM OR 2"x 3"xO.050" EXTRUSION 5' 8'- 1" 6'- 7" g'- 0" 6' 7'- 4" 6'- 0" 8'- 3" 7' 6'-10" 5'- 6" 7'- 6" 8' 6'- 5" 5'- 2" 7'- 2" g' 6'- 0" 4'~11" 6'- g" 10' 5'- 8" 4'- 8" 6'- 5" 11' 5'- 5" 4'- 5" 6'- 1" 12' 5'- 2" 4'- 3" 5'-10" 2"x 4"x 0.050"x TILT BEAM 5' g'- 9" 6' 8'-11" 7' 8'- 3" 8' 7'- 9" g' EXAMPLE 7' - 3" 10' 6'-11" 11' 6'- 7" 12' 6'- 3" 2"x 4"x 0.044"x 0.120" S.M.B. 5' 12'-10" 10'- 5" 6' 11'- 8" g'- 6" 7' 10'-10" 8'-10" 8' 10' - 1" 8' - 3" 9' 9'- 6" 7'- 9" 10' 9'- 1" 7'- 5" 11' 8'- 8" 7'- 0" 12' 8'- 3" 6'- 9" 2"x 5"x 0.050"x 0.120" S.M.B. 5' 15' - 2" 12' - 4" 6' 13'-10" 11'- 3" 7' 12'-10" 10'- 5" 8' 12' - 0" 9' - 9" g' 11'- 3" g'- 2" 10' 10'- 8" 8'- 9" 11' 10'- 3" 8'- 4" 12' g'- 9" 8'- 8" 8'- 0" 7'- 3" 6'- 9" 6'- 3" 5' -11" 5'- 7" 5'- 4" 5'- 0" 10'-11" 1 0' - 0" 9'- 3" 8'- 8" 8'- 1" 7'- g" 7'- 4" 7'- 0" 14'- 4" 13'- 1" 12' - 1" 11'- 4" 10'- 8" 10'- 1" 9'- 8" g'- 3" 16'-11" 15' - 6" 14' - 4" 13'- 5" 12'- 8" 12'- 0" 11' - 5" 10'-11" 8'- 1" 7'- 4" 6'-10" 6'- 5" 6'- 0" 5'- 8" 5'- 5" 5'- 2" 9'- 9" 8' -11" 8'- 3" 7'- g" 7'- 3" 6' -11" 6'- 7" 6'- 3" 12'-10" 11' - 8" 1 0' -10" 1 0' - 1" 9'- 6" 9'- 1" 8'- 8" 8'- 3" 15' - 2" 13'-10" 12'-10" 12'~ 0" 11' - 3" 10' - 8" 10'- 3" 9'- 9" 120 MPH 7'- 5" 6'- g" 6'- 3" 5'-10" 5'- 6" 5'- 2" 5'- 0" 4'- 9" 8'-11 " 8'- 1" 7'- 6" 7'- 0" 6'- 8" 6'- 3" 6'- 0" 5'- 9" 11'- 3" 10'- 8" 9' -11" 9'- 3" 8'- 8" 8'- 3" 6'-10" 7'- 6" 13'-10" 12'- 8" 11'- 8" 10'-11" 1 0' - 4" 9'- 9" 9'- 4" 8' -11" l1@wO"@I]l)@@ @:c @@I]l)I]l)@iJiJg [pc~c CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4368 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 3 PAGE: ~O=~3 -50- ATTACHED ALUM~INJUM COVERS - . 1 i\BLE 1 MAXi~v1UM SPANS FOR STANDARD ALUMINUM ROOF PM~ELS OF , 31 liS H-14 OR H-2S ALLOY ~ WIND LOADS: CARPORTS, SCREEN ROOM S, AND OTHER OPEN BUILDINGS OH CONDITION NO 0 H. l' 0 H. 2' O. H. 3' O. H 1-1/4"x_ 0.026" 100 MPH W. L. 7'- 2" 7'- 5" 8'- 2" --- 110 MPH W. L 6'- 5" 6'- 8" 7'- 6" --- 120 MPH W. L. 5'-10" 6'- 2" 7'- 1 " --- 1-1/4"x_ 0032" 100 MPH W. L 8'- 5" 8'- 8" g'- 3" --- 110 MPH W. L 7'- 6" 7'- g" 8'- 6" --- 120 MPH W. L. 6'-10" 7'- 1 " 7'-11" --- 1-3/4"x_ 0.026" 100 MPH W. L. 7'- 5" 7'- 7" 8'- 5" --- 110 MPH W. L. 6'- 8" 6'-11 " 7'- g" --- 120 MPH W. L. 6'- 1 " 6'- 4" 7'- 3" --- 1-3/4"x_0.032" 8'- g" 0" g'- 7" 100 MPH W. L. 9'- --- 110 MPH W. L. 7' -10" 8'- 1 " 8'- g" --- 120 MPH W. L. 7'- 1 " 7'- 5" 8'- 2" --- 3"x_0026" 100 MPH W. L. 13'- 1 " 13'- 3" 13'- 8" 14'- 5" 110 MPH W L. 11'- 9" 11' -11" 12'- 5" 13'- 2" 120 MPH W. L. 10'- 8" 10'-11" 11'- 5" 12'- 3" 3"x - 0.032" 100 MPH W. L. 15'- 6" 15' - 8" 16'- 0" 16'- 7" 110 MPH W. L. 13'-10" 14'- 0" 14'- 5" 15'- 1 " 120 MPH W. L. 12'- 8" 12'-10" 13'- 3" 14'- 4" LIVE LOAD; ALL BUILDING TYPES O.H. CONDITION NO 0 H. 1 ' O. H. 2' O. H. 3' O. H 1-1/4"x_0.026" 3" 8'- 1 " 20 #/SF L. L. 7'- 0" 7'- --- 30 #/SF L. L. 5'- 9" 6'- 1 " 7'- 0" --- 1-1/4"x_0.032" 9'- 20 #/SF L. L. 8'- 3" 8'- 6" 2" --- 30 #/SF L. L. 6'- 9" 7'- 0" 7'-10" --- 1-3/4"x_0.026" 20 #/SF L. L. 7'- 4" 7'- 7" 8'- 4" --- 30 #/SF L. L. 6'- 0" 6'- 4" 7'-11 " --- 1-3/4"x_ 0.032" 20 #/SF L. L. 8'- 7" 8'-10" 9'- 6" --- 30 #/SF L. L. 7'- 0" 7'- 4" 8'- 1 " --- 3"x_0.026" 20 #/SF L. L. 13'- 3" 13'- 4" 13'-10" 14'- 6" 30 #/SF L. L. 10'- 9" 11'- 0" 11'- 6" 12'- 4" 3"x_0.032" 20 #/SF L. L. 15'- 1 " 15'- 2" 15'- 7" 16'- 2" 30 #/SF L. L. 12'- 3" 12'- 5" 12'-11" 13'- 8" 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. [1@W[]'@[ill@@ [go ~@[ill[ill@{mlJ [;\[go CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4368 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT. SECTION: 3 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. PAGE: 8~~3 -48-