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Home My WebLink About99-8881 BUILDING PE.RMIT 8881 CITY OF ZEPHYRHILLS Permit (813) 788-6611 Dol. '1 / /Ih9 5~' ~ BUILDING PLUM~G MECH~AL Property Owner: 1'"" \) -e Job Address: bf J I ~o.. y ~r~y S~. Parcell.D. # OJ-1(,- 71... fJO'1o -00100". ~lO Zoning: Energy Code: Description of Work L~' r f 0 r~ .' ^ Radon Gas: I. '!:L ~ Ie) Jo..W kC+:.~ Sewer Conn Water Conn: Water Meter: T.I.F.'s: NO OCCUPANCY BEFORE C.O. FINAL Complete Plans, Specifications and Fee Must Accompany Application, C.O. All work shall be performed in accordance with City Codes and Ordinances. Valuation or Contract Price Inspector Pe,m;tFee 3~ -Signature /~ . Company Address ~elephone# 7g-~' 5.3/'1 600. ~ ........ DATE ~ City License Registration # State Certified License# J & SLB Tub Set Water Sewer Final BUILDING ELE Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Driveway Breakers Ducts Insl. Compressor Final REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.00) 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 CITlC OF ZEPJllCRHILLS BUILDING UEPAR~~NT ~V~~"Y' 9q ~ ~~I.,V1 1~~5, d':j.a<, f I CL,4 '1{ DAm RIlCJil:tVED J ".. . . PLANS RBVI:EK I'D ' OWNER'S NAME l7De- Reba.rdo JOB ADDRESS (o 13 I 8a.J be.rrj ,,<;1-. LEGAL DESCRIPTION: LOT(S) BLOCK PHONE PASCO PERMIT SERVICE 813.788-5314 , SUBUIVISION Da.kside4 M.H. pa.r/<... IOR1~IN FROM PROPERTY TAX N~TICEl PARCEL 10 " O~-d~-,;J,I-/)OdO-t)(X~tJo-t?oro WORK PROPSED: []NEW CONSTRUCTION I!fAVVITlON []ALTEHl\'l'lON o REPAIR o INSTALL OSIGN PROPOSED USE: ~GL P'AMILY DWELLING [] COMMERCIAL [] MOV!!: o DEMOLISH []MUL'l'I-FAMILY [] INDUSTRIAL Oil OF UNI'rS [] SWIMMING POOL OMOBILE HOME o OTHER DESCRIP'l'lON OF' WORK o RESTAURANT & IIEALTH IJEPARTM!!:NT APPROVAL Car port- In. Isolated /f'x..l7' Poof,'Vj , SQUARE i'OOTAGE I <g 7 't/1 HEIGHT see p/~5. BUILDING SIZE RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.' ."" PROPERTY SURVEY REQUIRED P'OR ALL NEW CONSTRUCTION. Ef BUILDING $ to 00. ro VALUAT ION OF TOTAL CONS1'RUC1'ION 0 ELECTRICAL AMP SERVICE 0 FLORIDA POWER 0 W.R.E.C. r; 0 PLUMBING o MECHANICAL $ VI\LUA'l'ION OF M!!:CIIANCIAL INSTALLATION !i o GAS o ROOFING [] SPECIALTY [] OTIIEH PERMITS REQUESTED .FfIX. '1 fD""17~S- - '!'YPE OF CONSTRUCTION: 0 BLOCK o f'IV\ME [] STEEL' o o'rllER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE /\READ YES 0 N9 BUJ:LD&I\, COMPANY f3a.hl"'S A//MfYl/nl.(lN-ct- Ha.('dw.:iri.,r~c., . . AjA~ L./ / tJ I . - STI\'I'E CERT OR REGIST J# C13c-'O;}.4;> 077 SIGNA'I'URE ~ T I//,Pt~ CI'I'Y PROCESSING" /K. .... ...........................................................*. ELECTRJ:CIAN COMPANY STATE CERT OR REGIST " CITY PROCESSING H SIGNA'I'URE .......................***.******..*.**...*......*..*............. PLUMBER COMPANY S1~TE CERT OR REGIST ff CITY PROCESSING H SIGNATURE MECHANICAL .........*~....*.****...**..*...*....***..............***.******** COMPANY STATE CERT OR REGIST ff CITY PROCESSING # SIGNATURE .....*....***.................................................... OTHER SIGNATURE COMPANY STATE CERT OR REGIST H CITY PROCESSING H .*..................*..*.***...******............................ COI/J)lTJUN!J UF I'lmMIT AVF'lIJAVIT 1\, NO'l'I CE UF' DEJ;;IJ HE!I'l'IU CT L OIW The. undersigned undeJ:stands that th1s pennlt lIlay be subject to "deed restrictions" which may be more restrictive than City regulatlons. The undersigned assumes responsibility for cOlnpIlance with any appl:lca~le deed restrlctlolls. B. UNLICENSED CONTH1\C'l'onS AND CUN'l'IV\C'J'OH m:Sl'ONSlIH l,j'['U:S If the owner has hired a contractor: or contractors to undertake work, they Inay be required to be Ilcensed In accor.danee wlth HLaLe ami iocni reY\llaLions, If the contractor is not licensed as requIred by law, hoth Lhe owner illld contractor may be cited for a misdemeanor violation under state law. l[ the owner or intended contractor are uncertain as to what licensing requlrements milY apply [or. the intellded work, they are advised to contact'the City of Zephyrhills Building Department, 013-"00-6611. Furthermore, If the owner has hired a contractor or cOlltractors, he is advised to have the contractor(s) sign portions of the "Contractor Rectlon:'!" of this application for which they, will be responsible. If you, as the owner sIgns as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indlcation that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMP1\CT P'EES AND U'l'JJ,ITY CONNECTION P'!!:ES D, CONSTRUC'l'UI0N LIEN Ll\W (CIlAP'l'P:R '113, f'l,OIUlJ1\ STATUTES, AS AMENDED) I certify that 1, the applicant, have beell provided wlth a copy of "Florida's Construction lien Law - Homeowller's Protection Guide" prepared by the E'lorida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. E, CONTRACTOR' S/OWNER' S AE'!,'lDAVl'l' I certify that all the 1n[ormation in this application is accurate and that all work will be done in compl.iance with all applIcable laws regulating construction, zoning, and land development, , Application is hereby made to obtain a permit to do work and installation as indit:ated. I certify that no work or installation has cOllullenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies Include but are not limited to: *Department of \ Environmental Regulation-Cypress Bayheads, Wetland Areas and EnvirolUuentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, !Jocks, Navigable Waterways *Department of Health & Rehabilltative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic 'l'anks *U.S, Environmental Protection Agency-Asbestos abatement I also certify that, if fIll maled.aJ 1s lo he used In F'Iood Zone "A" or "A,etc.", it i. understood that a drainage plan addressing a "compensating volwne" will be submitted which is prepared by a professional engineer registered In the State of Florida prior to permit issuance. A permit 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 shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plaiis, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is cOlamenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is cOllunenced. One 90 day extension of time may be allowed for the permit with fee charge of $15,00. The extension shall be requested in writing to the Building Official. An approved Inspectlon must be logged during each six month period, or the project will be considered C\bandoned. WARNING '1'0 OWNER: YOUR FAILURE '1'0 RECOHU A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 1'0 YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REeOHUING YUUR NOTICE OF COMMENCEMENT, JOBS UNDER $2,500 IN VALU" UO "0'1' ""go '1'0 N"CONU ANU POS'!' ~l~~~~ STATE OF FLORIDA~ COUNTY OF r~ The foregoing instrument was acknowledged Before me this ~ay of 6ert', , 19.25 by Marly rr-&- _/ (name of person acknowledged) lB'who is personally known to me, or STATE OF FLOHIDA COUNTY OF The foregoing instrument was aCk~owledged Before me this ~~ty of ,<::,..pp-r, , 19 '1!l... by MCLrf-J;, I cur~ ~ (name of person acknowledged) aho is personally known to me, or Pa..sc!.O o who has produced (type []did not of identification) tak an oath, o who has produced (type of DUd not Sign erson taking acknowledgement Si person taking acknowledgment Name ".""'" aUff.\lll~cL t ypem. ' ~ tJfumlsslon' u ~;.. JiE Expires NOV, 15, 2002 "''!'/Iof'r:.~,~ BONDED THRU """,,,,\,.' AHIINT!/,; I;ONDING Co.,INC. tlC\ltIe typed, _ ollnissid:uMrfi(e'eo817 ~~ '"5 Expires NOV, 15, 2002 ~, ..- ,$' BONDED THRU ",ff,,~\,' ATLANTI(; BONDING CO., INC. .. .. 1:1/\ '1(2 '., -",' 'W\ /'\;.l-'~- '::> r '- '- ,~", I (-' . (~I 31 L5hl fbJiY CZ:>~, SQ. FEET PRICE MAIN OR LIVING AREA OTHER AREA UNDER ROOF /~7 -.:)~ / ::J- OTHER :':) \[ PrLv. '2 'baS ~ -j . ( BUILDING: "3 s~ 00 - ELECTRICAL: rJ /11- PLUMBING: MECHANICAL: -f' 1~7 Se- Ff. RADON: I 17 ( IV /J4 CREDIT: / SEWER: N~ WATER: ) TOT AL: ~ I T.I.F'sl , I JVkr $2fo 'S7 I J I ~ ~ to SITE PLAN - PARCEL ID#: 02-26-21-0020-00300-0010 OAKSIDE M.H. PARK A lot= TbrJ .~ 18' 11 PROPOSED EXISTING CARPORT RV 11' x 17' 8 x 21 6' - - - EXISTING ROOM 2' 8 x 21 ~ . flU ..p ,J{ktU/t.l I~ iL(C tfetlJ N 6 Sf ft.'...L T0 {4l 15' , 6131 BAYBERRY ST, 1"\ ~. 1jL7. J ;P'n-- t"". 1'1" " r: ,-' J:O(l)~ (b .... .... lq F.. ! j:: c :> .... ... .... I- :z ~ ~ ~ j: I- 0 f 0 IL.= c~ c::l wx .... ~= .... ~a:l C d.... (I) _x 5 z ~~ 5t2 ~ a.. 1 ~ ::it F- ... <( w l; lD CI U ~ W 0 0 .... ~ N i= :J i:.1 :z ...J IX) 2 .... ;"r u. .x ?- M x ~ ... ~ c .... ~ ... .... .... i: c::l liS SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS DO NOT BLOCI< FIRE EXIT WINDOW OVERHANG VARIES UJ ~ 1 ::::> b " // [i II ,,- t; II / t; " ,/ I ~----v~~~s--if u II II II II g ~ /' 2" x FRONT WALL BEAM SELECT 'L' FROM TABLE 2.1.1 AND/OR TABLE 2.1.2 USE 'L' = W/2 + O.H. ,/.-.--. 2" x 3" MIN. SEE TABLE 2.2.1 AND / OR TABLE 2.2.2 I (() UJ ~a:: ~ L , /'// //// SINGLE CARPORT SCALE: 1/4" = 1'-0" Lawrence E. Bennett, P,E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL PAGE @ COPYRIGHT 1999 54 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 w ~ o I W ...J III ~~ I- en X w SEE CONNECTION DETAILS (SECTION 7) ~ PAN OR COMPOSITE PANEL (SEE TABLES SECTION 7) TOP PLATE PT OR WI VAPOR BARRIER @ ALUMINUM ROOF 2 x 4 TOP PLATE@ROOF 2 x 2 ALUMINUM OR 2 x 4 LUMBER #2 S.P.F. (MIN.) SHEATHING: 7/16" O.S.B. OR 1/2" PLYWOOD WI STUDS 24" O.C. OR STRUCTURAL GRADE THERMAL PLY WI STUDS@ 16" O.C. 2 x 4 PRESSURE TREATED PLATE WI 3/8" x 4-1/2" CONCRETE ANCHORS @ 4'-0" O. C. (SEE SLAB DETAILS) ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 1/4" x 3-1/4" TAPCONS@ 16" a.c. FOR MASONRY OR #16d COMMON @ 16" O.C. OR #10 x 3-1/2" FOR WOOD OR #10 x 2-1/2" S.M.S. FOR 1 x 2 ALUMINUM OR #10 x 3-1/2" S.M.S. FOR 2 x 2 ALUMINUM SHED IS FRAMED FOUR WALL STRUCTURE OR ATTA(;HED TO HOST MAXIMUM FLOOR AREA 200 SQ. FT. FLOOR AREA GREATER THAN 200 SQ. FT. USE SECTION 4 POST AND BEAM DETAILS AND TABLES SECTION 2 FOOTING AND CONNECTION DETAILS SECTION 2 w ~ o I W ...J III o ~ (!) z i= en X UJ SEE CONNECTION DETAILS (SECTION 7) 12" x PAN (SEE TABLES SECTION 7) USE 'W' TO SELECT PAN FOR REQUIRED SPAN -- 'W1' VARIES --- FOR FRONT BEAM USE L = WI 2+0VERHANG UTILITY SHED AND CARPORT WALL SECTION SCALE: 1/4" = 1'-0" 1. SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO 16 FT. IN ROOF SPAN DIRECTION AND 200 SQ. FT. MAXIMUM AREA. 2. ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH STANDARD CODE 1997 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW. CONNECTION FASTENER NUMBER I SPACING WALL SHEATHING 1/2" OR LESS #6 COMMON 6" O.C. EDGES AND 12" O.C. FIELD TOP OR SOLE PLATE TO STUD A. END NAIL #16 COMMON 2 B. TOE NAIL #8 COMMON 2 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E BENNETI, PE PAGE 55 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS - ~ ---- ---- ---- --- -- - - - - ~ - - -- ---- (/) w ir ~ ROOF PANEL SEE SECTION 7 f ==-~- ANCHOR (SEE DETAIL FOR PAN OR COMPOSITE PANEL) FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) BEAM AND POST SIZES (SEE TABLE 2.1.1, TABLE 2.1.2 AND I OR TABLE 2.2.1, TABLE 2.2.2) COLUMN NOTCHED TO SUIT SIDE NOTCH POST TO BEAM CONNECTION SCALE: 1/4" = 1" ----- ------------------ (/) w ir ROOF PANEL SEE SECTION 7 ~ @ @ @f @ f.. ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) SIDE BEAM 1 3/4" x 1 3/4" x 0.063" RECEIVING CHANNEL THRU BOLTED TO POST WI THRU BOLTS FOR SIDE BEAM (SEE TABLE 2.3 FOR NUMBER OF BOLTS) CENTER NOTCH POST TO BEAM CONNECTION SCALE: 1/4" = 1" BEAM AND POST SIZES (SEE TABLE 2.1.1, TABLE 2.1.2 AND I OR TABLE 2.2.1, TABLE 2.2.2) COLUMN NOTCHED TO SUIT Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT PO. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767.6556 SEAL PAGE @ COPYRIGHT 1999 64 NDT TO BE REPRODUCED IN WHOLE OR IN PARr WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. -----....._~--.- .-.---..------------.-----...-------- ATTACHED & FREESTANDING COVEr~S AND UTILITY SHEDS SECTION 2 .~~~. Allowable Roof Beam Spans for C<nports, Patio Covers, Screen Rooms, and olhrn Open Buildings wilh Solid Roofs ^"""i"utll ^lIoy 6063 T.6 ~------- --w2MPn-'t--nor;;PH r 120 MPH I 125 MP/f I 140 MPH Wind Zone ~ l--~ppliedJ:.~d = __ ..J!.# I Sq, F..L .20~~, Fl. I 23# I sci. Fl. I 26# I $0, Fl. T 32# I Sa. Fl. Load Width 2" x 3" x 0,050" /follow flit __ 5' 9'.9' g' 0" 8'-5" T II" 7'.1" -- -v-...--- ----~-- ---a::y--- .. 1'.0" 7'.2" 6'.6" l' 0'.3" .. ;'.1' ('.1" 6'.8" 6'.0" n--.--...8'-----'--..-. --~- -.--Tl"'-- _. 6'.0" 6'.3" 5'.8" -------9~-......---.- -r:r-- --- "6': 0' 6'.3' 5'.11" 5'.4" ----.10'.-'-- -(f~- -....-;r-;p-- ---5'l," 5'.7" 5'.0" ----IT''--.------- --~:::r_-- -'-if1"'- 5'-8" 5'.4" 4'.10" ------'2'...-----.-. ---- ---5',10::-- 6' ~" 5'.5" 5'-1" 4'.7" Load Widih ~3" x o,o~ ~~ 5' 11' '" 10'.)" 9'.7" 6'.11" 6'.1" ---'--iF'--"--- '-,~" ---T:j"'- - 8'.9" 6'.2" 7'.5" 7' -- g'S' 8' 8' 8'.1" 7'-7" 6'-10" 8' .. 8'.9" 8'.1" 1'.7" 7'.1" 6'.5" g' f-'O'3" 1'.8' 1'.1" 6'.8" 6'.0" 10' 7'.10" 7',3" 6'.9" 6',4" S'-g" 11' 1'.6" - 6'.11" 6'.5" 6'-1" 5'-6" 12' 7'-2" 6'.7" 6'.2" 5'.10" 5'-3" Load Width 2" x 4" x 0,050 /follow Tilt 5' 12'.3" 11'.3" 10'.6" 9.11" 8'-11" 6' 11'.2" lO'.~" g'.7" g'.O" 8'-2" 7' 10'-4" ---- g'.7" 8'.11" 8'.4" 7'-7" 8' 9'.8" - 0'.11" 8'-4" 7'.10" 7'.1" g' 9'1' 8'.5" 7'.10" 7'.5" 6'-8" 10' 8'.8" 1'.11" 7'.5" 7'.0" 6'-4" 11' 8'.3" 7'.7" 1'.1" 6'.8" 6'.0" 12' 1'.11" 7'.3" 6'.10" 6'.5" 5'.9" Load Width 2" x 4" x 0.050" Hollow " 5' 13'.9" 12'.8" 11'-to" 11'-1" 10'.0" 6' 12'-]" 11'.7" 10'-9" 10'-2" 9'-2" - ]' 11'.7" 10'.8" 9'.11" g'-S' 8'.6" 8' 10'.10" 10'.0" 9'.4" 8'.9" 7'.11" g' 10'.3" 9'.5" 8'.10" 8'.3" ] .6" 10' g'.g" 8'.11" 8'-4" 7'.10" 7'-1 11' 9'.3" 0'.6" 7'.11" 7'.6" 6'-9" 12' 8'.10" 8',2" 7'.8" 7'.2" 6'.6" Load Width 2" x 4" x 0.038" x 0.100" Self MatlniinBeam 5' 14'-6" I 13'-4" 12'.6" 11'-9" 10'.]" 6' 13'-3" I 12'-2" 11'.4" 10'.8" 9'-8" 7' 12'.3" I 11'.3" to'6" 9'.11" 8'.11" 8' 10'-1" 9',10" 9'.3" 8'.4" g' 10'.10" 9'.11" 9'.3" 8'.9" 7'-10" 10' 10'.3" 9'.5" 8'10" 8'.3" 7'.6" 11' g'.g" g'-O" 8 ' -5" 7'.11" 7'.1" 12' 9'.4" 8'.7" 8'.1" 7'.7" 6'.10" Example: For 2" x 4" x 0.038" x 0.100" Self.Mating Beam; Beam span between uprights use load width to enter table, For 12' Roof Panel + 2' Overhang; Load Width = LW = 12' I 2 + 2' 0.11. = 8' ; Enter table on left al 8' read allowable span under required load; Thus for 100 M.PH wind loadllive load or 1. Ft. and Load Width = 8'.0" Maximum Beam Span for 2" x 4" x 0.038" x 0.100" = &~r Spans do not include length of knee brace, Add horizontal length of knee brace to above spans for total beam spans, '.Note: For small covers 2" X 2" beams may be used. (see table 3.1.1 for spans) Lawrence E. Bennett, P.E. CIVil ENGINEER. (]EVEI.OPMENT CONSUl. TIINT PO BOX 4368, SOUTH DAYTONA, Fl32121 TElF.PHONE (904) 767.4774 I'M (904) 767.6556 SEAL @ COPYRIGHT 1999 NOT 10 BE REPRODUCED IN WHOI.E OR IN PAR f WI fHOU f "II' WRI [TEN PEflMISSlor 101' LAWRENCE f Rf'NNt=TT, P F. PAGE 67 SECTION 2 SEAL PAGE 70 ATTACHED & FHEESTANDING COVERS AND UTILITY SHEDS .F.1;]~"''''. Allow:lble Attributable Roof Area per Post for Carports, Patio Covers, anrl other Open Buildings - ALUMINUM POSTS Aluminum Post Wind Load = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH Applied Load = 17 #/Sq. Ft I 20 #/Sq. Ft I 23 #/Sq. Ft I 26 #/Sq. Ft I 32 #/SQ. Ft Maximum Allowable Roor Area In Square Feet ror Various Loads on Post Height Load in Lbs 2" x 2" x 0,044" Hollow Extrusion or 1'-4" 2,064 121 103 90 79 65 8'-7" 1,548 91 77 67 60 48 9'.10" 1,204 71 60 52 46 38 11'.1" 903 53 45 39 35 28 Ileight Load in Lbs 2" x 3" x 0.050" Hollow Extrusion or 8'1' 2.736 161 137 119 105 86 9'.6" 2,502 --!,,-1J_ 125 109 96 78 10'-11" 1,596 ~-_. 69 61 50 94 80 12'.3" 1,197 70 60 52 46 37 Heiuht Load in Lbs 3" x 2" x 0.070" Hoilow Extrusion. Aluminum Alloy 6063 T.6 8'.2" 3,408 200 170 --ris I 131 107 9'.6" 2,556 150 128 111 I 98 80 10'.11" 1,988 117 99 .. 76 62 12'-3" 1,491 88 75 65 I 57 47 HelQht Load in Lbs .2.:;~" x 0.040" Roll Formc<(-^iliiiiin~irn Allov 3105 H-14 10'.0" 2,381 -- 140 119 104 92 74 11'.8" 1.786 lU5 Sg-- 78 69 56 13'.4" 1,389 82 69 60 53 43 15'.0" 1,042 61 52 45 40 33 lielght Load In Lbs 3" x 3" x 0.060" Roll Formed - Aluminum Allov 3105 11-14 11'.0" 3,600 212 180 15i 138 113 12'.10" 2,700 159 135 117 104 84 14'-0" 2,100 124 105 91 81 66 16'-6" 1,575 93 79 68 61 49 lleiQht Load In Lbs 3" x 3" x 0.060" Fluted Hollow Extrusion - Aluminum 6063 T-6 11'-10" 3,400 20U 170 140 131 107 13'-10" 2,556 150 128 111 98 80 ~-rr.... 1,988 ~ 99 86 76 62 11'-10" 1,491 88 75 65 57 47 Example: Find Roor AleA Needed; Area = 'A'; Posl SpAcing ='S'; Struclure Projection = 'W" A = S x (W/2 + OJ!); if'S' = 1', W = 12', And 0 H. = 2' then: 'AreA'., 5G 8'1 rt For a 10'.11" rost and 120 III ph wind klArt or 23 # / Sq Fl post cl1oic..s AI'! :n 1) 2" x 3" x 0 050" Ilollow Extrusion 2) All [lost s;7es listed below the 2" x 3" x 0 044" I lollow Section Nol,,: Where joh cnndrlior" dictAle n posl heighllJr ID';n n 1211 MPII wind 7nn", n 3" x 1" rllJlI Formed COULD Nor BF tls"d hecAuse wh"n it is 1110'1' 'hnn 10' Inll it c'ln ollly ~,IIp[l(),1 3() sr "f rO'Jr. Oil "," nlher hand, A 3" x 3" Fluted rosl with a posl hfJi!l"' of IlJ'. r' cnll stlpport All nr"n or 128 square Ipel of mea llll/s, design mllst ~atisfy both height alld area ,equileruellts Lawrence E. Bennett, P.E. CIVil. ENGINEER. DEVELOPMENT CONSUl TANr PO. FlOX 41'18, SOUTH DAYlONA, FL 12121 TELEPIIONF (904) 76H77~ FAX (90~) 767.6556 @ COPYRIGII r 1999 NOT 10 FlE REPRODUCED IN WHOLE OR IN PNl r WITHOUT THE WRIT TEN PEHMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS "t" IS THICKNESS OF REQUIRED POST r"~ ~ N r~~ ." L-- 16" ----J TOP OF GRADE 3" x 3" POST (SEE TABLE) (2) 2" x 2" x "t" ANGLE OR (1) U CHANNEL x "I" 3/8" x 3-1/2" BOLT 80 LB. 2500 PSI CONCRETE PRE-MIX 3" x 3" BASE ~ ..- I (") ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION SCALE: 1/2" = 1'-0" ( (] *:~ ~~ POST IN CONCRETE #40 BAR 12" LONG POURED CONCRETE (REFER TO TABLE 2 .4) ~ 3" x 3" POST TURN BOLTED TO ANCHOR RISER 2-3/4" x 2-3/4" x 2-1/2" ~ r- LONG x 1/8" TUBING V r- WELDED CONNECTION FASTEN (SEE TABLE 2,5) 12" x 12" x 1/4" PLATE 3-1/2" CONC. SLAB ISOLATED FOOTING SCALE: 1/2" = 1'-0" BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION SCALE: 1/2" = 1'-0" Lawrence E. Bennett, P,E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO. BOX 4368, SOUTH DAYTONA, FL32121 TELEPHONE (904) 767.4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 58 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITrEN PERMISSION OF LAWRENCE E. BENNETr, PE. SECTION 2 ATTACHED & FHEEST ANDING COVERS AND UTILITY SHEDS Table 2. Schedule of Post to Beam Size and Number of Tluu-Bolts Required AIt""illlll" Alloy 6063 T.6 Beam Size 2" x 3" x 0.050" Hollow Tilt 2" x 4" x 0,050" Hollow 2" x 4" x 0.038" x 0.100" Self Mating Beam 2" x 6" x 0.050" x 0.120" Self Mating Beam 2" x 7" x 0.055" x 0.120" Self Mating Beam 2" x 8" x 0.072" x 0.224" Self Mating Beam 2" x 9" x 0.072" x 0.224" Self Mating Beam 2" x 9" x 0.082" x 0.306" Self Mating Beam The minimum number of thru-bolts is two (2) Minimum Post Size 3"x 3"x 0.060" Scalloped 3"x 3"x 0.060" Scalloped 3"x 3"x 0.060" Scalloped 3"x 3"x 0.060" Scalloped 3" x 3" x 0.093" 3" x 3" x 0.093" 3" x 3" x 0.125" 3" x 3" x 0.125" Table 2.4 # Thru-Bolts @ L=O+Ya" 1/4"" 3/8" " 2 2 2 2 3 2 3 2 4 3 4 3 Existing Slab on Grade wit reinforcement It., 65: ~ Isolated Footing Dimensions" 1'.0" x 1'.0" x 1'.0" 1'-4" x 1'-4" x 1'-4" 1'-6" x 1'.6" x 1'.6" 1'.8" x 1'.8" x 2'..0" 1'.8" x 1'.8" x 2'.6" 2'-0" x 2'.0" x 2'.0" 2'.0" x 2'-0" x 2'.6" 2'-6" x 2'.6" x 2'.6" 2'.6" x 2'-6" x 3'.0" "Notes: Isolated Footing is a poured concrete rectMgular solid (Length x Width x Depth) Slab on grade must be new or in good condition. Uplift Rating # 520 1000 1320 2040 2540 2640 3300 4000 4800 Maximum Attributable Roof Area In Square Feet 30 59 77 120 150 155 194 270 324 26 50 66 102 t27 132 165 230 276 22 . 57 89 111 115 143 200 240 20 38 51 78 98 102 127 177 212 16 31 41 64 80 83 103 144 172 (1) 80# Bag (1) 80# Bag (1) 80# Bag rade with 80 ## ba 'e. mix concrete and backfilled to rade. Maximum Attributable Roof Area In Square Feet 102 87 76 67 54 107 91 79 70 57 112 95 83 73 60 Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVEl.OPMENT CONS! II.TANT P.O. BOX 4368, SOUTH DAYTONA. FL 3)171 TELEPHONE (904) 767.4774 FAX (904) 767.6556 SEAL 72 PAGE @ COPynlGHT Hm9 Nor TO AE nErrlODUCFD rN WHOI E on III PARI WIIHOUT lHF wnl r fEN PERMISSION OF LAWRENCE E BENNETT, rE. SOLID ROOF PANEL PRODUCTS SECTION 7 IT {--- J-- .......12"--- . ...-..-- - f 1 12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL SCALE: 1/4" = 1" [I f J-~----~--12"---------J 12" WIDE x 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL SCALE: 1/4" = 1" J 1----------12.00" ] -l INDUSTRY STANDARD CLEATED ROOF PANEL SCALE: 1/4" = 1" II~m .....di ...-<7- SELECT PANEL DEPTH 1 FROM TABLES -----~~-48" /.- ALUMINUM SKIN E.P.S. CORE ~~.'. - SIDE PANEL CONNECTIONS VARY (DO NOT AFFECT PANEL SPANS) L COMPOSITE ROOF PANEL [INDUSTRY STANDARDl SCALE: 1/4" = 1" Lawrence E. Bennett, P, E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4361l, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4n4 FAX (904) 767.6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF lAWHENCE E. BENNETT, P.E. PAGE 169 SECTION 7 SOLID HOOF PANEL PRODUCTS 1i~:!~.It.. Allowable Spans for Industry Standard Riser Panels for Vnrious Loads Aluminulll ^"oy 3105 H.14 or H.25 -----.---- 3" x 12" x 0.019" Riser Panels --0- ODen Bulldhl!!S Enclosed BUlldlnas Wind Applied Overhana Condition Wind 'Applled Overhang Condition Re!!lon Load NONE 1'.0" 2'.0" 3'.0" 4.0" ReQlon Load NONE 1.0" 2'-0" 3'-0" 4'.0" 102 M,P.H, 17 10'.11" 11'.2" 11'.6" 12'.6' 13'.7" 102 M.P,H. 29 6'.5" 6'.7" 9'-4" 10'-4" 11'.7" 110M.PJt 20 10'.1" 10'.4" 10'.10" ~9' 12'.11" 110 M.P.I!. 35 7'.6' 7'.11" 6'.7" 9'.9" 11'.1" 120 M.P.H. 23 9' .s" 9'.6" 1O':i'" 11'.2" 12'.4" ~~O M.P,II. -;n 7'.1" 7.4" 6'.1' 9'.3" 10'.6' 125 M.P.I!. 26 6'.10" 9'.1" 9'.9" 10.6' 11'.11 ' 125 M.P.II, -4S 6'.9' 7'.0" 7'.10" 9'.0' 10'.5" 140 M.P.H. 32 7'.11" 6'.3" 6'.11" 9'.ll" 11'-4" 140 M.P.II:- -sr' 6'.0" 6'.4" 7'.3" 6'.6" 10'.0" 3" x 12" x 0.026" Riser Panels - . Open Bulldin9s Enclosed Buildings Wind Applied Overhan!! Condition Wind "p"lird Overhana Condition ~, Reaion Load NONE \,.0" 2'.0" 3'.0" 4'.0" Region load NONE 1'.0" 2'.0" 3'.0" 4'.0" 17 13' 11" . - 14'.1" 14'.6" 15'2" 16'.(J" 102 M.P.II. 29 10'.6" 10'.10" 11'.4" 12.3" 13'.4" 102 M,P.lI, 110 M.P.It. 20 12'.IU" 12'.11" 13'.5" 14'.2" 15'.1" 110 M.P.II. 35 9'.6" 9'.11" 10.6" 11.5" 12'.7" 120 M.P.H, 23 11'.11" 12'.1" 12'.7" 13'4" 14'-5" 120 M.P.II. 41 8'.11" 9'.2' 9'.10" 10'.9' 12'.0" 125 M.P.!!. 26 11'3" 1 \,.5" 1\'.11" 12'.9" 13'.10" 125 M.P.II. 45 8'.7" 8'.9' 9'.5" 10.5' 1 \'.8" 140 M.P.H. 32 10'.2" 10'.4" 10'.11" 11'.9" 12'.11" 140 M.P.H. I 56 7'.8" 7'.11" 8'.8" 9'.9' 1\'.1' 3" x 12" x 0.032" Riser Panels ODcn Bulldlnas Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhana Condition Realon Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Realon Load NONE 1'-0" 2'.0" 3'-0" 4'.0" 102 M.P.H. 17 15'.5" 15'.6" 15'.11" 16'.6" 17'.4" 102 M.P.H. 29 11'.9" 11'.11" 12'.5" 13'.3" 14'.3" 110 M.P.H. 20 14'.2" 14'.4" 14'.9" 15'.5" 16'.3" 110 M.P.H. 35 10'.9" 10'.11" 11'.5" 12'.3" 13'.5" 120 M.P.H. 23 13'.3" 13'.5" 13'.10" 14'.6" 15'.6' 120 M.P.H. 41 9'.11" 10'.1" 10'.6" 11'.7" 12'.9" 125 M.P.H. 26 12'.S" 12'.7" 13'.1" 13'.10" 14'.10" 125 M.P.!!. 45 9'.5" 9'.8" 10'.3" 11'.2" 12'.5" 140 M.P.H. 32 11'.3" 11'.5" 11'.11" 12'.9" 13'.9" 140 M.P.H. 56 6'.6" 8'.9" 9'.4" 10'.5" 11'.8" Note: Total roof panel width ~ room width plus wall widlh plus overhang. 1F.1:!~"n Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H.28 3" x12" x 0.019" Riser Panels Open Buildings Enclosed BulldhlgS Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'.0" 2'.0" 3'.0" 4.0" Realon Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M.P.H, 17 12'.9" 12'.11" 13'.4" 14'.1" lS'.O" 102 M.P.H. 29 9'.9" 9'.11" 10'.6" 11'.5" 12'.7" 110 M.P.H. 20 11'.9" 11'.11" 12'.S" 13'.2" 14'.2" 110 M.P.H. 3S 6'.10" 9'.1" 9'.9" 10'.8" 11'.11 ' 120 M.P.H. 23 10'.11" 11'.1" 11'.8" 12.6" 13'.7" 120 M.P.H. 41 6'.2" 6'.S" 9'.1" 10'.2' 11'.S' 125 M.P,H. 26 10'.3" 10'.6" 11'.0" 11'.11" 13'.0" 125 M.P.H. 45 ('.10" 6'.1" 6'-9" 9'.10' 11'.2' 140 M.P.H. 32 9'.3" 9'.6" 10'.1" 11'.1" 12'.3" 140 M,P.II. 56 7'.0" 7'.3" 8'.1" 9'.3' 10'.8' 3" x 12" x 0.026" Riser Panels Open Bulldlnlls Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang CondiUon ReQion load NONE 1'.0" 2'.0" 3'.0" 4'.0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M.P.H. 17 16'.2" 16'.3" 16'.6" 17'.3" 18'.0" 102 M.P.II. 29 12'.4" 12'.6" 12'.11" 13'.9- 14'.9' 110 M.P.H. 20 14'.11" f-t~'.o" IS'.5" 16'.1" 16'.11" 110 M.P.II. 35 11'.3" 11'.S" 11'.11" 12'.9- 13'.10" 120 M.P,H. 23 13'.11" 14'.0" 14'.S- 1S'.J" J6'.0" 120 M.P.H. 41 10'.5" 10'-7" 11'-2" 12'.0- 13'.1' 125 M.P.H. 26 13'.1" 13'.2" 13'.6" 14'.4" IS'.4" 125 M.P.II. 4S 9'.11" 10'.1- 10'.6" 11'.7" 12'.9' 140 M.P.H, 32 11'.9" 11'.11" 12'.S" 13'.3" 14'.3" 140 M.P .11. 56 6'.11" 9'.1" 9'.9" 10'.9" 11'-11- 3" x 12" x 0.032." Riser Panels Open Buildings Enclosed BulldhlllS Wind Applied Overhang Condition Wind Applied OverhanQ Condition Realon Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Reolon Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M.P.H. 17 17'.10" 17'.11" 16'.4" 16'.10" 19'.7" 102 M.P.H. 29 13'.6" 13'-10- 14'.3" 14'.11- lS'.10" 110M.P.H, 20 16'.6- 16'.7" 16'.11" 17'.6- 18'-4" 110 M.P.H. 35 12'.5" 12'.7" 13'-1- 13'.10- 14'.10" 120 M.P.H, 23 15'.4" IS'.6" 15'.11" 16'.6- 17'.4" 120 M.P.H. 41 11'.6- 11'.8" 12'.2" 12'.11- 14'.0- 125 M.P.H. 26 14'.S- 14'.7" 14'.11" IS'.6" 16'.6" 125 M.P.II. 45 10'.11" 11'.2" 11'.6" 12'-6" 13'.7" 140 M.P,H. 32 13'.0- 13'.2" 13'.8" 14'.4" lS'.3" 140 M.P.H. 56 9'.10" 10'.1" 10'.6" 11'-6" 12'.8' ~I I Nole: Total/oof panel widlh ~ loom width plus wall width pillS overhang Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUl TANT PO. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767.6556 SEAL PAGE 178 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE on IN PAnT WITIIOUT THE WRIf IFN f'mMISSION OF LAWRENCE E. BENNETT, PE SECTION 7 ALTERNATE CONNECTION: #8 x 1-114" SCREWS (3) PER PAN INTO FASCIA THROUGH PAN BOXED END #10 x 1-1/2" S.M.S. (1) PER RAFTER OR TRUSS TAIL #10 x 3/4" S.M.S, @ 12" O. C. FOR MASONRY USE 1/4" x 1-1/4" TAP-CON ANCHOR OR EQUAL @ 24" 0, C. FOR WOOD USE #lQ x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O. C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ROOF PANEL TO FASCIA DETAIL SCALE: 1/4" = 1'-0" EXISTING TRUSS OR RAFTER SEALANT #8 x 9/16" S.M.S. (3) PER PAN AND (1) @ RISER HEADER (SEE NOTE BELOW) ROOF PANEL #8 x 9/16" 5.M.S. (3) PER PAN AND (1) @ RISER EXISTING FASCIA SEALANT #8 x 9/16" S.M.S. (3) PER PAN AND (1) PER RISER HEADER (SEE NOTE BELOW) ROOF PANEL #8 x 9/16" S.M.S. (3) PER PAN AND (1) PER RISER ROOF PANEL TO WALL DETAIL SCALE: 1/4" = 1 '-0" NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW. Lawrence E. Bennett, P. E. CIVIL ENGINEER - DEVELOPMENT CONSlIL rtlNT PO. BOX 4366, SOUTH DAYTONA, Fl32121 TelEPHONE (904) 767.4774 I'll){ {9041767.6556 SEAL PAGE @ cOPynlGHT 1999 170 Nono BF REPRODUCED IN WHOLE OR IN PARI WIIHOUllHF wrllTTFN PERMISSION OF LAWRENCE E, BENNETT, P.E. BUILDING PERMIT 8882 Date '}.I 1'1/91 CITY OF ZEPHYRHILLS (813) 788-6611 if'1 0, ~ BUILDING ELEC1AL. PL~NG Property Owner: -2M~ ve (~;~ Job Address: Lfl '-II ..$ k t 01: \Ie La. V\ Q ParceII.D.# {~- :1b- 1'" OOfO -0<&600- DooO Zoning: Energy Code: DescriPtion of Work ~(' LOi)~ Radon Gas: de t. k Permit MECH\'CAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: FINAL /6 - I $"-- 9 9 DATE NO OCCUPANCY BEFORE C,O. C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. Inspector P.,ml. Fee Jt I ~. ~ ......Signature If 1. ;fJ. I.g~ - Company Address - Telephone# 8/ ~ - 7/5 -OJ 5 0 Valuation or .tl fi)U Contract Price ;;J 0 I l/ 00. -- City License Registration # '2 J ~ , State Certified License# &.. SLB Tub Set Water Sewer Final DATE D I (.L BUILDING Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp, Servo Rough In Meter Can Canst. Pole Pool Pre-Meter Final Driveway MECH Breakers Ducts Insl. Compressor Final REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.001 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. ~,~ ":;;~ ') I, n, It'). r-.,"'l I' I I / f\ IIJJ I, n'i , ' '/', ~-'- . - ---.; 'lid" jC C 1<':::" / '",-- - -,,/ /- , \ ___w~W k// \ \ \ \\ , \ .\ \ ,\ , \ a C) V\ ~ 1\ :\ ~... t'. e-.. ,?-.\ . \ \ \ , I \' \ -0 ~ o I:lt~ ~~ .<\ ~ t '.\ \\ }. 'I \ \.~ ~ " ~ ~ '" ,', ,... -- ------- \ (l'. \ ~~ 1':.'; r" \ .. \ \ \ \ ,;,0' , '" j, \", ~-:;g':Y- /'" '. ---/ 'l... ,,~ -- ':::) .Y \ \ \ "B> c:.:) ~ , \ \ i \ \ \ ~ \:) ,q):. o r- o c: 'Tl 3 'Ii c >-\ l:-c. - ) (tl 3 ,~ / - ~ ~ c.~ ~ "'b ~, ~ ~ (t) - ~~ ~ ... ~F v - F V) ~ r.: II'l (' · . 'LAM:3Q6P..... , ....IORS:. ~ ~. ~ ~ v "'0 ~ o "C!l. \::) (.'1 ~ 'E. o o p t r.> "' (.... };. \ ~ <:. ~ c.. j' ~ (fI ~ ~ ("'-.... ~ ~ t <>> <. ('\ ()'\ ~ ~ ~ '1:) C) in r -,L ~- VI GJ.j > !.. 7iJ ~ t. .' \. ---- ----- ~ Co R\ r --" ed, J.SA 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. ~G Property Owner: Job Address: Parcel 1.0. # Zoning: Descriotion of Work Valuation or Contract Price BUILDING PERMIT - CITY OF ZEPHYRHILLS (813) 788.6611 '.- 20 P~G ~HAN~ (\~ ~ Q"". '" 8883 /1'( 9- /5 9,9 Permit Date ~?(.- 6[ECTRr~ ~3ft!~ Sewer Conn Water Conn: ;ate~ Meter: ..,(07 ~ I F. s: FINAL ~.s75' ~ City License Registration # /7 State Certified License# ~e -Si~~aturel Company Address Ftr. Pre SLB Lintel FRM. Insul. CL WL Driveway DATE 1-1.. '--, Tp. Serv, Rough In Meter C Const, p' Pool Pre-Meter Final SLB Tub Set Water Sewer Final Break Ducts I Compressor Fiinal REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.00) 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. o 0 ggig~~~ ili ili c !'!j ~,..... ill ~. Sl:,"~ g ~.g ~,~l'<'Ct~i ~ ~. ~.'" Ii',.. iiiS ~ ~l . ; f;l ~ r- z z,' . llZl g ~ ~ 'II (I) ~_~ o 0 oooooi 021 ~ i g r;', ~ ~ ~' ~ ~ ~ i:!~,0l'~ ""~ E r;; ~.~~r, '8 ,~ III ()j. :::I -t 0" .:!j ~~ ~r~~g, ~.. ~~ ~ g'l~ I; :Ill ~ m ,.. en i!l.::l d ;:a o OJ :I> :t (J):O 0) ~ -(J) ~ m"lJ 0) '0 t~(J)' :0 ....::r 0 (,.) '< (I)"lJ ::::; 2:::: S':I> ~ -._0 Z 0)00'=(1). N~ ,'(1) . m . . .,,:~ 120 c.nr--C) O':D~ _ CA>ooo- ....CA>O)-cn (,.) 01 C. ~ ~. Dr'Ao --L g::I> ". ~- ~ 000' ~ Z ~ p ~ z ~ ~~ "'-F"'-n:l"'-o (}~~~ )> o 0 n:I ",-z~!B"'- .J) 0 m -Q ~ 0 l''', ":;,i'~i> +... f..",~t -' ..,.. - =: o :D ;I'; o :D C m :D lit .~ 1 J ;1 , ~ ~ I II ~ ':'11 ;.: I ~, R ,i .1 g I: !i J ! !I I' II I; " ,'I "l APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT .. OWNER t S NAKE a t)~ PHONE OWNER t S ADDRESS JOB ADDRESS ~ g S 6/ ,,1a/VL 0A /~T / /P/ LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL I. D.' (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:_New Construction _Addition _Alteration _Repair _Install _Sign _Move _Deaolish PROPOSED USE: _Single Fallily _M/F _, of Units _M/H _ec:-ercial _Indust. _Swia. Pool _Other _Restaurant & Health,Department Approval DESCRIPTIO. OF 1iOllK, 0'-J' ) ':..~~~ c ,,~<> l: ~" - 'f BUILDING SIZE: X Square Feet, Height V/V/'I RESIDENTIAL : COMMERCIAL : ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED _BUILDING $ Valuation of Total Construction ~CTRICAL ~CllANlCAL AKP Service Florida Power Corp. /~rf~ tJ D $ ~.;;;J /<9- Valuation of Mechanical Installation W.R.E.C. _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fralle _Steel Other FDUSHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? ****************************************** YES NO CONTRACTOR SECTION BUTI.DRR COMPANY State Cert. or Regist. . City License Registration . ****************************************** Signature F.I.F.CTRICIAN SianAture ~ c/ t't-?~ C rZ4--<-I~-:f' COMPANY fA Ci7lf j( f) C';e /I A/'(}~? L State Cert. or Regist. . City License Registration . ****************************************** r ltf'c77? I c.A L t::OA/7ffl!CTit< () 7::< PLUMBER COMPANY State Cert. or Regist. . City License Registration . ****************************************** Signature IIECBAIII<<6L ~ COIlPAIIY ,tf" 1/ d's /"'~ ,....... ~ [ c: "s .e .(/c r'. ~_ State Cert. or Regist. l c 4<::" vJ'7 y ~ Signature ~ City License Registration I /7 ****************************************** . OTRRR COMPANY State Cert. or Regist. , Signature City License Registration , ****************************************** 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 .ay be lOre restrictive than City - regulations. The undersigned assUles responsibility for co.pliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRAC'l'OH RESPONSIBILITIES If the owner has hired a contractor or contractors to undertale worl, 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 .isde.eanor violation under state law, If the owner or intended contractor are uncertain as to what licensing requiruents .ay apply for the intended Ifork, lIley are advised to contact the City of Zephyrbills Building Deparblent, (813) 788-6611. Furtherlore, if the owner bas 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 tbat you, rather than tbe contractor, are responsible for the work. If the contractor wishes you to sign 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. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES , ~' , D. CONSTRUC'l'ION LIEN L'l\W (CHAPTER '113, FLOHIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law - HOIeOWDer'. Protection Guid~" prepared by the Florida DepartJent of Agriculture and ConsUler Affairs, If the applicant is sQleone other than the .owner", I certify that I have obtained a copy of the above described docu.ent and pro.ise in good faith to deliver it to the "owner" prior to couencuent. E. CONTRACTOR' SjOWNER' S AFFIDAVI'l' I certify that all the infor.ation in this application is accurate and that all work will be done in cQlpliance with all applicable laws regulating construction, zoning, and land develop.ent. I Application is hereby .ade to obtain a per.it to do work and instailation as indicated. I certify that no worl or installation has cOllenced prior to issuance of a perlit and that all work will be perfoIJed to leet standards of all laws regulating construction, City codes, zoning regulations, and land develop.ent regulations in the jurisdiction. I also certify that I understand that the regulations of other govern.ental agencies .ay apply to tbe intended worl, and that it is .y responsibility to identify what actions I .ust tale to be in co.pliance. Such agencies include but are not lilited to: · Deparblent of BnviroOJental Regulation - Cypress Bayheads, Netland Areas and BnviroOJentally Sensitive Lands, Nater/Nastewater Treablent · Southwest Florida Nater Managuent District - NeIls, Cypress Bayheads, Wetland Areas, Altering Natercourses · Arl' Corps of Engineers - Seawalls, Docks, Havigable Naterways · Deparblent of Health & Rehabilitative Services, EnviroDJental Health Unit - Wells, Wastewater Treablent, Septic ranks · US EnviroDJental Protection Agency - Asbestos abate.ent I also certify that, if fill .aterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a .co.pensating volu.e" will be sub.itted which is prepared by a professional engineer registered in the State of Florida prior to per.it. issuance. . A perlit issued shall be construed to be a license to proceed with the worl and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall is~u~nce of a perlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Ivery perlit issued shall beCDJe invalid unless the work authorized by such perlit is cOllenced within six JOnths of issuance, or if work authorized by the perlit is suspended or abandoned for a period of six IOnths after the tile the work is cOlJenced. One 90 day eJtension of tile, JaY 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 six IOnth period, or the project will be considered abandoned. WARNIHG TO ONHBR: YOUR FAILURE TO RECORD A NOTICE OF COKMBHCBHBNr MAY RESULT IH YOUR PAYIHG TWICE FOR IMPROVEKBMlS TO YOUR PROPERTY. IF YOU IHTEND TO OBTAIH FIHANCIHG, COHSULT NITH YOUR LBHDBR OR AN ATTORNEY BEFORE RBCORDIHG YOUR NOTICE OF COHMEHCEKEHT. JOBS UNDER $2,500 IN VALUE DO NOT HEED TO RBCORD AND POST A "HOTICB OF COHMBNCKMiHT". SIGNATURE: OWNER OR AGEHT , I ---- SIGNATURE: COHTRACTOR STATE OF FLORIDA COUHTY OF The foregoing instrument before me this was acknowledged , 19_ by STATB OF FLORIDA COUNTY OF The foregoing instrument before me this was acknowledged , 19_ by who is personally known to me or who has produced as identification and who did/did not take an oath. who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PUBLIC ~<!o -,;J /0 1\ /~ ; 1/ -1-- I I .1A y I. , -1 l rJ/!" ---- -1- ---- ,\ ; I , I ,: 'I '.! I , I I , ~ !\ I} } 1 I :b ~ ~ X i"/b . 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T ~___ --,-- .---- ....-.1..--..---- .-.. --,1_ I · 1- __' ( co,..sc. fAO. 11 }JS~ r- C> ,.:: -+-/0(1) ~ x ?;if0 ()- . (J\ ~ 'J ) j :,.,t ...i q .. H__, ______p.u ~l i.. , ! ' i ; ....-.., ...".~,_.-.--p....P-.~..'" ,. I ! f ~ i ~ I ~ 1 1" I -', I . I :_ \ _j"'u ~ l'>< "",,, ~~ :-f l~- ~ 1/_ I {;;';P DOlJdlA.. 2X8XI2.P,T~ R, IY't 3'0' S'T - Co N77 rI VotJS l;;1N i;;x '1<:P "':0 ~-; 0., () ( t-l~ ~i~ ~",r N .1 - " ~ ~ ~ ij)~ {Tl 3 {1l ~~ ;; ,~ r- (f\ l'\ -, I I I ." I , I \ \ I I \ ( ! ----.-1 -i II It ( '\ -\ "\ ........._ ___,...w""' ~"~'-!l ~~-41 ~..l-- \ \. -.-'\ --.--..'\ -1 t ,- I .-.. ..-" (M\. '11 D" ~O~~~ ~~~~x. ~l>~~\\' ~fl\",J>:t) ~~P~:1 ~ f..-, ~ r. Vl~-~ .., /:li ~ ~ .t ~ (j) I I 1_ _ _ _ _I PROPOSAL No. Cff( /It:, 9-lo-9~_, Date Sheet No, W. . Proposal Submitted To: ',.,"\1i.... "\....."".......$. .~... '.' '... J' II '*. "".y ',' ri'~"'i,.;t~'i~,' "".IJ c:::.I ,''- , ~Nl!Jel.? '. .L " ."_ ."...::,.,. ." ::.. .., ~,":".' . "<f)ili........"li:'.n. . '~"u.'li\.l..~vy^l. 'I'~~ .... .'~~ kptree~..,. -.,T. .~...;J;,..,... . "" ,,~~. ,.~ity;:~.{Z~II!.I!.<YillQ-1 U oSJ.,ct. . 33 S 'tto ;c'St8te':.'tt~~~~;~~<'~-~"'..:J4"i;~,......_l_" .,_,.~.~,~. "",'" ."".~". "~' '.;"""'''',",Ji~f'Df''?'iJ'7'8 3 - tfI !:l q 0 ;PhOne~.;;o./~:':,.. . , J~/1.. ,." 'i.t Work To Be Performed At: Street '12. ill S):::t ~/II e.. f.A.,v G; City z..&:PJ.J-V~1H '" S State ru~/JA Date of Plans '1 -.3 - 'I' Architect 4.).t),(1. "We,~erebYi propose to furnish the materiels and perform the labor necessary for the completion of ~1€~~.i;e,,~__~~.rIt;;N, CoAJSLJ~N,/ ~ ~~ UHlo'€' 7/) ~AI.S"-HlLVcr '~t~79;W;f!!~~~~;';+_.~~'*-. .....fnet.lo'ul8e: (AS p~ ~U4~Y~~~"'~LY EID" J'I). 1Cr, :~~jW~~,~1e=~~S~..lJ,9)"C4I,e&cr) 6,tl.., Au., ",~.s ~ M/SC' ~, 1~1&7fI;<:fII:.':.:J.s.~._4e._..~I'A4~/~~Y "/~ D()D .00, t~~~'.I5D~,.~=-c;;;:,$;:;e;;ifn;Wl~v'~/rI'/lJ,.J "~"~"N .r~ NoT' &~ce.tUj ';~:;8:!F6DDt~~~__._;.sJ(V~/II~..,_.aqy :rAh4U ,~V/~&, ~lJlrlD"'M" ?1HJ1J1e 1'0.<. ~M"'(.6Ir1DN 's.,-~E_"JI.b:r6.~,tlJy. eJcr, ~?N, 19"1 fYlA)t//J1V~ / -rD~L CDN S?r:w cnOr-J CIJ sr ~20/ Coo. bO All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifications submitted for above work and completed in a substantial workmanlike manner for the sum of ,Dollars ($20 DOO~ on ), with payments to be made as follows: S')<.YAIV~ err., A-GIf!!.Ot:S 7D /'~ y (~/IfVLCT7 Fo,IC. ",,2 '-:~*'S'. I9N6 0,4.. ~,."dV~~ ~,.J~ &.rtJt<I- JvI1"1J). -IN (7) ~AY.r,/ ~ U96e1A!.. WIt.(." I/C,.. "8/~ /,./ A- I"'tA>'I"'V~ (),. ~?-....~ LJ~W.s 81!1.r~ ON .8/UlNG/ CtJf't'I.PIAE::nD,.} ~ IS:ACI( .s-7'7!J(;~ "'~ l!4J"'/oS'T~c:.n~. -'1........ -I" MY elteration or devietion from ebove specifications involving extra COste, will be executed only upon written orders. end will becoma an "8lCtreChe~ over end above the estimate, All egreements contingant upon strikes, accidents or deleys beyond our control. Owner to cel'ry tire. tornedo end other necesaery insurance upon ebove work., Work.. nlen's Compenset;ion end Public Liebility Insurance on ebove work. to be ,taken out by Aespe"'"'" 'Ubml"..,1& dJ ~ Per .8 I19CC (J.()N ~1f'A./(;.;,.,"/, /;./'C, Note- This proposal may be withdrawn by us if not accepted within 5 days. . __.___L.....__~_~_.~_.___~__, .. ACCEPTANCE OF PfiOPDSAL outlin:dn::;ne~itions are satisfactory and ore hereby ac~'cePted Y:u tire a~tho\rl~led to do the work as specified. Signature jL Signature ... ,...,......;r'ORa...J:OBM:3ijliOd , ORIGINAL LITHO IN U.sA