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Home My WebLink About03-1968 BUILDING PERMIT Permit N~ CITY OF ZEPHYRHILLS (813) 780-0020 1968 Date 3,3/- 03 BUILDING ELECTRICAL PLUMBING MECHANICAL Sewer Conn Property Owner: Job Address: Parcel 1.0. " Zoning: Descriotion of Work <:kcb4 T d- (-=rOC~f\ r1YV\bR.05 39 s :dJ.- ~ ~tMI"l-2 d j', Water Conn: Water Meter: T.I.F.'s: ~y Code: . E xTe~C/; Ii\~ Radon Gas: ~ to ( NO OCCUPANCY BEFORE C.O. FINAL DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE Inspector City License Registration # State Certified License# Permit Fee 6 /Signature Company Address ytelephone# '7/S-=- 7 S-z '3 Valuation or Contract Price ~ Ol(5 Il fd Z //1(./#1/'; , BUILDING 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 MECHANICAL Breakers Ducts I I. Com Fi I Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of twenty-five 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. (!:tJluf 3 ~)1..p3 CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DBPARTMENT 5335 8~ STRBBT ZBPHYRHILLS, PL 33540 ~ PhoneI813-780-0020 Fax:813-780-0021 3' 3 ' DATB RECBIVED ,-/ r~ ttJ PLANS REVIEW FBB OWNER'S NAME ;4-vv.0fUJ5 DJ () I'l- ~.'+ '2. () 12... PHONE CONTACT ~ (3 .- 7 Ie; -, 72 5- JOB SITE ADDRESS LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION khteA ~Ld Alfl7-r'" PARCEL ID # '2-'/- 2~. - 2/..-. t)/)'(o-C)otXJo -Is<?e> (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPSED: DNEW CONSTRUCTION .J(l ADDITION o ALTERATION 0 REPAIR 0 INSTALL DSIGN DMOVE o DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING DMULTI-FAMILY 0# OF UNITS o MOBILE HOME o OTHER D COMMERCIAL o INDUSTRIAL D SWIMMING POOL CJ RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK ~LJ~ BUILDING SIZEt,'d (,)(2.'- In~ ~F /Zoa F let r- SQUARE FOOTAGE (S-~ 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 REQUESTED ~UILDING o ELECTRICAL $ 2o'-{s VALUATION OF TOTAL CONSTRUCTION AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL TYPE OF CONSTRUCTION: D BLOCK o FRAME o STEEL INSTALLATION 3 /() (71)r'1'7 o GAS o ROOFING D SPECIALTY o OTHER o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES 0 NO BUILDER COMPANY # h-z:... ALvm'~VIfH ~d~:kr4 STATE CERT OR REGIST # q ~ .s-~ 97t!:J CITY PROCESSING # SIGNATURE ****************************************************************** BLECTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBBR COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE MECHANICAL ****************************************************************** COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHBR COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may 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 may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Furthermore, 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 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 indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES.AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida 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 AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commepced 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 Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a "compensating volume" 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 plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced 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 commenced. 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 inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT N TO RECORD AND POST A "NOTICE OF CO ENT". SIGNATUR SIGN acknowledged , 19_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____ day of by acknowledged , 19-.:..- (name of person acknowledged) Dwho is personally known to me, or (name of person acknowledged) [1ho is personally known to me, or o who has produced (type of identification) and whoO did Odid not take an oath. o who has produced (type of identification) and who Odid []:iid not take an oath Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped S J TF. (,I.AN - , ., , . (RESIDENTIAL USE ONLY) PARCEL I.D. 2-'{ SEC oOt(o SUBD 2-~ TWP -2d RNG ~t1 BLOCK 1ffp LOT 3;/7;/;3 , . DATE: All drawings shall be drawn to scale or fully dimensioned for all parcels. 2.&1 " \~I( ~~ .I ~ I ~~ 1 Il' "- ~ ~~S'J (r/ AOD SHOW ALL EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS AND SETBACKS. ALSO, INDICATE ANY BODIES OF WATER, TREES (INCLUDING SIZE, DIAMETER, TYPE), AND ROADWAYS (INCLUDING NAMES) ADJACENT TO THE PROPERTY. INDICATE TIlE SIZE, YEAR, AND NAME OF MOBILE; SUCH AS 12' X 60'. 1981. FLEETWOOD. ALL "EASEMENTS", "PROPERTY LINES". "RIGHT-OF-WAY". and "JURISDICTIONAL LINES" must be shown on all site plans. DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE. HOUSE COHSTRUCTIO" rear (60') NOBILE HONE SET-UP rear (150' ) - 50' - 0 B 8 II) II) o. ... ... -::: .... . . 215' ."-: Exi.tin. . " " ~Z " .; '. ."... "i 50' ROAD NANE ROAD NANE 11.I 31 C z - - 0 ~ 0 ... ... . 3 .~ .. '. o c o .-: ROAD NANE R/W = RIGHT-OF-WAY o ... TREES PL PROPERTY LINE APPROVKD SITE PLAN MUST BE POSTED AT JOB LOCATICIf. NOTICE OF DEKD RESTllICTICIf THIS PERMIT ..y be subject to ''Deed RestrictiOll8" which are ~re rutrictive t:hmI County regulations. Tbe permit holder assu.es responsibility for c~liancu with any applicable deed restrictions. site05:ce PC95035005/A -4- 2{/ / F Ilom. I I (! OfdJ ! I , I ! ,I ' " ~ , I I , I I, 1 i L ~ ~IS :Iv ~\ / ~ ~~ '\ ~ ~'0 z\ ~'\~ \)\ I T ~ \J ~ '\ I --.- I ..---.. i \j '" \~ V. \~ \) ~ \\\J I" ~. V; I I I t' ...-.-._*.._....~--- -..----------.--. -...... t. _ ._ "',.',u_ ~-~ !~ ~ I I I, ~ <.f/ttL!. '&" r>15" :: - I 'B A-L..1i 1'0 )of o III t:;. .~. , ArJ'O ~ " I , , " i I I I T(~pjf\L<{' {3(.~ '8 ~L. K 704/1 (Jp ~ 1- -1: )4 t if ft,~ it SECTION 2 A IT ACHED & FREE-5TANDING COVERS AND UTILITY SHEDS FASTENERS (PER TABLE 2.3) I PAN ROOF PANEL e Yif\W1- ~ r~ H-- N~ SEE TABLES FOR BEAM SIZE e e CONNECTlON~ START OR END OF BEAM SPAN CENTER OF BRACE 2" x 3" x 0.050" MINIMUM KNEE ~RACE (SEE TABU: 2.3' CONNECT KNEE BRACE TO COLUMN AND BEAM WITH 0.050" 'U' CHANNEL, 'H' CHANNEL. OR GUSSET PLATE. FASTEN WITH S.M.S. AT EACH CONNECTION POIN]' (PER TABlE 2.3) , INTERNAL ANGLE OR U-ClIP COLUMN KNEE BRACE REQUIRED IF POST NOT SET IN CONCRETE FOOTING KNEE BRACE NOT REQUIRED FOR A IT ACHED STRUCTURES D ROOF PROJECTION FROM HOST LESS THAN 20' KNEE BRACE TO POST DETAIL - BEAM PERPENDICULAR TO ROOF '. SCALE: 3. = 1'-0. SEAL Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368. SOUTli DAYTONA. FL 32121 TElEPHONE (386) 767-4n4 FAX (386) 767-6556 PAGE @ COPYRIGHT 2002 2-16 NOT TO BE REPRODUCED IN WHOlE OR IN PART WITliOlTT THE WRJTTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-6 Beam Minimum I # Thru-Bolts @ L=D+'J.R I Minimum M,Inlmum # Size Post Size I 1/4R. 318" . I Knee Brace" Knee Brace Screws Hollow Sections 2R x 3R x 0.050" Hollow Tlltl3" x 3"x 0.060" Scalloped I 2 I - I 2" x 3" x 0.050" (3) m3 2R x 4R X 0.050R Hollow 13" x 3" x 0.060" Scalloped 2 I - I 2" x 3" x 0.050' I (3) m3 Self Mating Beams 2R x 4" x 0.038" X 0.100 3" x 3"x 0.060' Scalloped 2 - 2" x 3" x 0.050' (3) m3 2" x 5" x 0.050" X 0.100 3" x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3) m3 2" x 6" x 0.050" X 0.120 3" x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3 #10 2" x 7" x 0.055" X 0.120R 3" x 3" x 0.093' 3 2 2" x 4" x 0.050" (3 #10 2R x 8" x o.on" x 0.224R 3" x 3" x 0.093' 3 2 2" x 4" x 0.050' (3 #12 ,,~. " x 0.224R 3" x 3" x 0.125" 4 3 2" x 4" x 0.050' (3 #14 2" x 9" x 0.082" x 0.306" 3" x 3" x 0.125" 4 3 :t"X .... X 0.o5OI 3 #14 2" x 10R x 0.092" x 0.369" 4" x 4" x 0.125" 6 4 2" x 4" x 0.050" (4) #14 The minimum number of thru bolts Is (2) " Minimum post/beam may be used as minimum kn_ brace Table 2.4.1 Footings" Maximum Roof Area for Attached Carport Posts Wind Zone. 100 MPH 110 MPH 120 MPH 123 MPH 130 MPH 140 MPH 150 MPH Attached Cover UDlift . " 20 iIISF 24 iIISF 29 iIISF 30.5 iIISF 34 iIISF 39 iIISF 45 iIISF Free-Standlna Cover UDIIft a 10 iIISF 11 #lSF 13 #lSF 13.3 iIISF 17 #lSF 20 #lSF 23 #lSF Existing Slab on Grade with unknown 20 18 15 14 13 11 10 reinforcement Isolated Footing Uplift Maximum Attributable Roof Anla In Square Feet Dimension.- RatIng (Ibs.) 1'.()" x 1'.()" X 1'.()R 520 26 21 18 17 15 13 11 1'-4" x 1'-4R x 1'-4R 1000 50 41 34 33 29 26 22 1'-6" x 1'-6R x 1'-6R 1320 66 55 45 43 39 34 29 1'-8" x 1'-8" x 2'.()" 2040 102 85 70 67 60 52 45 1'-8" x 1'-8" x 2'-6R 2540 127 106 88 84 75 65 57 2'.()" x 2'.()" X 2'.()R 2640 132 110 91 87 78 68 59 2'.()R x 2'.()" x 2'-6" 3300 165 138 114 108 97 85 73 2'-6" x 2'-6R x 2'-6" 4000 230 191 158 151 135 118 102 2'-6" x 2'-6" x 3'.()" 4800 276 230 190 181 162 141 123 Notes: 1. Isolaled Fooling is a poured concrete rectangular solid (Length x Width x Depth). 2. Slab on grade must be new or in good condition. 3. For tree-standing covers multiply the above root areas by 2.0. Pre-Cast Block Footing Pre-cast footing block ( 16" x 16R x 4" ) at 24R below grade with 80 tI bag pre-mlx concrete and backfilled to grade. Maximum Attributable Roof Area In Square Feet 100 MPH 110 MPH 120 MPH 123 MPH 130 MPH 140 MPH 150 MPH Dimensions Uplift Rating (Ibs.) 20 iIISF 24 iIISF 29 #lSF 30.5 tllSF 34 iIISF 39 ii/SF 45 #lSF 1 x 80# Bag 1,734 87 72 60 57 51 44 38 2 x 80# Bag 1,819 91 76 63 59 54 46 40 3 x 80# Bag 1,904 95 79 66 62 56 49 42 Note: Maximum uplift on post is determined by mu/tipying maxlmum attributable roof area x applied load. Example: Post tributary root area = 77', Applied load for 110 MPH wind zone = 24#1Sq. Fl, Uplift on post = 77 x 24 = 1,540# " Root areas are based on attached cover uplift loads. Lawrence E. Bennett, P. E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 04368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 707-4774 FAX (386) 767-6556 SEAL @ COPYRIGHT 2002 PAGE '~OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRfTTEN PERMISSION OF LAWRENCE E BENNETT, P.E. 2-41 "--