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HomeMy WebLinkAbout02-1211 BUILDING PERMIT CITY OF ZEPHYRHILLS Permit N2 1211 Jqd- .So BUILDING 35' g-O ELECTRICAL (813) 780-0020 '-17,50 PLUMBING MECHANICAL Date S-7- ~;J~ Sewer Conn Water Conn: Property Owner: Job Address: Parcel 1.0, /I Zoning: oescriDtion of Work ,Lo'r-I '70 Water Meter: T,I.F.'s: mlfj;;p::r Radon Gas: lo,5f,P NO OCCUPANCY BEFORE C,O. FINAL C.O. _ ~- tJR DATE Complete Plans, Specifications and Fee Must Accompany Application, All work shall be performed in accordance with City Codes and Ordinanceso DATE City license Registration # State Certified license# d517 Permit Fee ~ignature Company Address ~'elePhone# Valuation or Contract Price LJ5 ()DO . /X) , IJ 10 2- /I Iv n-.i1 . ~ Dee. r?J.4 /Yi/~P/~ . '""# ;;L d-d- ~ ELECTRICAL PLUMBING tI' .2 /. ;;2.. Tp. Serv. ....A -If' -p::< RL. if SLB 1/5"-- / t ,-CJ .:2 1IJ(j Breakers Rough In Tub Set ,4 -/ f/ -C7 :l et y Ducts Insl. Meter Can Water Compresso Const, Pole Sewer . Final Pool Final .v' &- -:>1-0;} R{(.( 1-170 Pre-Meter Final ~/ 3--& -tJ '2. BUILDING Ftr 0/5- ! (,p - 0). 72'- '-f Prl~l."B'tI' 5-<:;~t-t (I ' 0 i Q(tj lintel FRM. J/ 6 -/Y~({1 ~ ,PCt/ Insul. CL WL ao Wrong Address bo Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. do Work not ready for inspection when called, e. Permit not posted on job site. f 0 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 sameo '. IllD Z-- Ii L Ll~'L-lt~vV\-'- .,:'37 b'1" 6uf]Il.{'~ .' ',' . . IQ. fIE5T . fItE2 '. .. 'lIMIcau... a_. $ , , 01IEI"'1~1!R . ,.. . WJ.IAn.:. . ~51600 / 1P-0,1'r2~,i , J -- . 27l, )u . ;J / JI>r - , "2 .~ .:...C:.. )7. - a, 'i7, ') C , .' tJl" ,I U )fv ,', /6 <) l, ~ .,,~L...- ij '3 <;3'> '-? \0 .- .. I TIll.. ~. (vllY 1 OWNER'S NAME CITY OF ZEPHYRHILLS PERMIT APPLICATIOJ_ ~~ .3 -5 ~(J':"<- K--rt BUILDING DEPARTMENT 5335 8~ STRBBT ZBPHYRRILLS, PL 33540 Phonez813-780-0020 Pax:813-780-0021 ,'7- 1~'-LJ~ DATE RECBIVBD r:/-- ~ PLANS RBVIEW FBE _____ ---- PHONE CONTACT 1./ LJ ~ ~ e/""Clld' /C5/'7/~ JOB SITE ADDRESS LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL ID # WORK PROPSED: ~ CONSTRUCTION (OBTAIN FROM PROPERTY TAX NOTICE) o ADDITION o ALTERATION o REPAIR o INSTALL OSIGN o MOVE o DEMOLISH PROPOSED USE: OSGL FAMILY DWELLING OMULTI-FAMILY 0# OF UNITS o MOBILE HOME o OTHER o COMMERCIAL o INDUSTRIAL o SWIMMING POOL D RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK YJIo-!z,/ Nr ( BUILDING SIZE )2- 2, 3 +-7'1 ) Y SQUARE FOOTAGE /DSl.o) I ) /? I / HEIGHT _ 1 ::t: - 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 / ~ o BUILDING $ 3 ^//(Jba, P<J VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o FLORIDA POWER o W.R,E.C. o PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION 15';)3 115~ o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT YES 0 NO BUILDER COMPANY STATE CERT OR REGIST CITY PROCESSING # SIGNATU ****************************************************************** ~ COMPANY ;4/&".fc 11 ~ L- STATE CERT OR REGIST # CITY PROCESSING # ELBCTRICIAN SIGNATURE PLUHBER * **************************************************************** COMPANY gut( jJ / tI P? (;~ Co ~, . ~ //~"~ STATE CERT OR REGIST # ~~ CITY PROCESSING # ,2.. t { 2- SIGNATURE MECHANICAL ****************************************************************** COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this pennit: may be subject to "deed restrictions" which may be more restrictive than City regulat:ions. The undersigned assumes responsibility for compliance with any applicable deed restl=ictions. 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 commenced 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 TEND TO OBTAIN FINAN G, ONSULT WITH YO LENDER OR AN ATTORNEY B RE RECORDING YOUR ICE OF COMMENCEMENT. JOBS NDER $2,50 I VALUE DO NOT NEED TO RO AND POST A "NO OF ~EMENT"' OR AGEN CONTRACTOR acknowledged 19_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____ day of by acknowledged 19 (name of person ackno~ledged) Dwho is personally known to me, or (name of person acknowledged) [1ho is personally known to me, or of identification) take an oath. o who has produced (type of identification) and who Ddid [}lid not take an oath o who has produced (type and whoD did Ddid not Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped /Yd .1/'./.(44" t.:L'"J-d""J.4"'-- PC' ,,#:~.,,( I ,;;;.:1. '1 "'" !' "', 3 t ;;'$ /1'( td'rr,,;1, /I1P ,,;)/1 0', ~' e/llilj,tJ/Ve ~~/~l;3~?9r.'70Y'! ~ropo5al ,r7/7 _ c-:-! ,~/ - I L- I ,-' / A to Z Aluminum (813) 715-7523 Zephyrhills, FL Page # of pages "::--i ,: i /; .) 1 / f Job Name Job # Job Location I.. t' TI ?tJ Date Date of Plans We hereby submit specifications and estimates for: ,~/?/i rill tz.I?;; "J? Z!(:t1~:' ~,,'} -.;;. ., .. .. . .. .. "]' .. . .. .: -=r=' /-7(,<=(.... Cc,,--i1.111-- I c-, ~;'~i~;d;;;J:J~i~~U~V. ," Ioptl?/~lt~ n~buf~ 3~:~~>(~)~f. ~C;'I'';(Lf?~~~?jjii3/1f'~~f!~~ ~czi 1:;X;:q,:,Ll:L;J:lf,-;:;:~o fl......-......."""'" l...,,-!( C"/({,)l.. Jd .~ r;(~_,' ,:.::. We propose hereby to furnish material and labor - complete in accordance with the above specifications for the sum of: Any alteration or deviation from above specifications involving extra costs will be executed only upon written order, and will become an extra charge over and above the estimate, All agreements contingent upon strikes, accidents, or delays beyond our control. /7 /' f / , /" ;: / i .! -'" )' " / /J /.,..;7 ~ I /1 f // / ,.., /// // Re:~~~ti~~~ _l/h:~,t(, / p~~;:~~/4-~ ' {/ . Note - this proposal may be withdrawn by us if not accepted within Dollars $ with payments 10 be made as follows: days, The above prices, specifications and conditions are satisfactory and are hereby accepted, You are authorized to do the work as specified, Payments will be made as outlined above, Signature: __...-}/,,/.r ./--_/ /:// S\gf'lature,' .-: ~tttptanct of ~roposal Date of Acceptance Ill? NC3819 MADE IN USA / ","-""<, .....--......., ~..; SOLID ROOF PANEL PRODUCTS ~ '"': ..... 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SECTION 7 cD c ClI -E Gl > o Ul ~ Q. s::. ~ '~ ~ Ul ~ Q. :; '0 '~ E ~ " :; "CI .~ "ii I: ClI Co ~ ]j ~ s o z SEAL PAGE 7-15 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.1.2 Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone = 102 MPH I 110 MPH 120 MPH I 125 MPH 140 MPH Applied Load = 17# , Sq. Ft. I 20# , Sq. Ft. 23# , Sq. Ft. I 26# , Sq. Ft. 32# , Sq. Ft. Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam 6' 15'.1" 13'.11" 12'.11" 12'.2" 10'.11" 8' 13'.1" 12'.1" 11'.3" 10'.7" 9'.6" g' 12'-4" 11'-4" 10'.7" 9'.11" 8'.11" 10' 11'.8" 10'.9" 10'.1" 9'.5" 8'-6" 11' 11'.2" 10'.3" 9'.7" g'.O" 8'.1" 12' 10'.8" 9'.10" 9'.2" 8'.8" 7'.g" 13' 10'.3" 9'.5" 8'.10" 8'.3" 7'.6" 14' 9'.11" 9'.1" 8'.6" 7'.11" 7'.2" Load Width 2" x 7" x 0.055" x 0.120" Self Mating Beam 6' 16'.11" 15'.8" 14'.7" 13'.8" 12'-4" 8' 14'.8" 13'.6" 12'.7" 11 '.1 0" 10'.8" g' 13'-10" 12'-9" 11'.11" 11'.2" 10'.1" 10' 13'.2" 12'.1" 11'.3" 10'.7" 9'.7" 11 ' 12'-6" 11 '-7" 10'-9" 10'-1" 9'.2" 12' 11 '.11" 11 '.1" 10'-4" 9'-8" 8'-9" 13' 11'.6" 10'.7" 9'-11" g'-4" 8'-5" 14' 11 '-1" 10'-3" 9'-6" 8'-11" 8'-1" Load Width 2" x 8" x 0.072" x 0.224" Self Mating Beam 6' 22'.0" 20'-4" 18'-11" 17'-10" 16'-1" 8' 19'-1 " 17'.7" 16'-5" 15'-5" 13'-11" g' 17'-11 " 16'-7" 15'-5" 14'-6" 13'-1" 10' 17'.1 " 1S'-9" 14'-8" 13'.9" 12'-5" 11' 16'-3" 14'-11" 13'-11" 13'.2" 11'-10" 12' 15'.7" 14'-4" 13'-5" 12'.7" 11 '-4" 13' 14'-11" 13'-9" 12'.10" 12'-1" 10'-11" 14' 14'.5" 13'.3" 12'-5" 11'.8" 10'-6" Load Width 2" x g" x 0.072" x 0.224" Self Mating Beam 6' 24'-5" 22'.6" 20'.11" 19'.9" 17'-9" 8' 21'-2" 19'-6" 18'-2" 17'-1" 15'-5" 9' 19'.11" 18'-4" 17'-2" 16'-1" 14'-6" 10' 18'.11" 17'.5" 16'.3" 15'-3" 13'-9" 11' 18'-0" 16'-7" 15'.6" 14'-7" 13'-2" 12' 17'-3" 15'-11" 14'.10" 13'-11" 12'.7" 13' 16'-7" 15'.3" 14'-3" 13'-5" 12'-1" 14' 15'.11" 14'.9" 13'.9" 12'-11" 11 '.8" Load Width 2" x g" x 0.082" x 0.306" Self Mating Beam 6' 26'-4 " 24'-4" 22'-8" 21 '-4" 19'-2" S' 22'-10" 21 '-0" 19'-7" 18'-5" 16'-8" 9' 21 '.6" 19'-10" 18'.6" 17'-5" 15'-8" 10' 20'-5" 18'-10" 17'-7" 16'-6" 14'-11" 11' 19'.6" 17'-11" 16'-9" 15'-9" 14'-2" 12' 18'-8" 17'-2" 16'.0" 15'-1" 13'-7" 13' 17'-11" 16'-6" 15'-5" 14 '-6" 13'-1" 14' 17'-3" 15'-11" 14'-10" 13'-11" 12'-7" Notes: Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. Lawrence E. Bennett, P. E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767~556 SEAL @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 2-21 SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2.2 Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 3" x 2" x 0.045" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 130 M.P.H. I 140 M.PH. 150 M.P.H. Width Applied Load 8 # /SQ. Ft. 9 # , SQ. Ft. 10 #/Sq. Ft. 12 # /SQ. Ft. 15 # , Sq. Ft. 16 # , Sq. Ft. 36" 12'-6" 11'-8" 10'-8" 9'.10" 8'-11" 8'-6" 42" 11'.7" 10'-9" 9'-11" 9'-1" 8'-4" 7'-11 " 48" 10'.10" 10'-1" 9'-3" 8'-6" 7'.g" 7'.5" 54" 10'.3" 9'.6" 8'-9" 8'-0" 7'-4" 6'.11" 60" 9'-8" g'.O" 8'-3" 7'-7" 6'-11" 6'.7" 66" 9'-3" 8'-7" 7'-11 " 7'.3" 6'-8" 6'-4" 72" 8'-10" 8'.3" 7'. 7" 6'.11 " 6'-4" 6'-0" 78" 8'.6" 7'-11" 7'-3" 6'-8" 6'.1" 5'.9" 84" 8'.2" 7' - 7" 7'-0" 6'.5" 5'-10" 5'.7" 90" 7'-11" 7'-4" 6'.9" 6'.2" 5'.8" 5-5" 2" x 3" x 0.045" Hollow Extrusion Wind Zone Load 102 M.P.H. 110 MP.H I 120 M.P.H. 130 M.P.H. 140 M.PH.I 150 M.PH. Width Applied Load 8 # , Sq. Ft. 9 # , Sq. Ft. 10 # , Sq. Ft. 12 # , Sq. Fl. 15 # , Sq. Ft. 16 # , Sq. Ft. 36" 14'-3" 13'-3" 12'-2" 11'-2" 10'-3" g'.g" 42" 13'-3" 12'.3" 11'-4" 10'.4" 9'.6" 9'-0" 48" 12'-4" 11'.6" 10'.7" 9'-8" 8'.10" 8'.5" 54" 11'-8" 10'.10" 9'-11" 9'.2" 8'-4" 7'-11" 60" 11'.1" 10'.3" 9'.5" 8'-8" 7'-11 " 7'6" 66" 1 0'.7" 9'.10" 9'.0" 8'.3" 7'.7" 7'.2" 72" 10'-1" 9'-5" 8'-8" 7'-11 " 7'-3" 6'.10" 78" 9'.8" 9'-0" 8'-4" 7'. 7" 6'.11 " 6'-7" 84" 9'-4" 8'.8" 7'-11 " 7'-4" 6'.8" 6'-4" 90" 9'.0" 8'.5" 7'.g" 7'-1 " 6'.6" 6'-2" 2" x 4" x 0.050" Hollow Extrusion Wind Zone Load 102 M.PH.l 110 M.PH.I 120 M.P.H.' 130 M.P.H. 140MPH 150 M.PH. Width Applied Load 8 # , Sq. Ft. 9 # , Sq. Ft. 10 # /Sq. Ft. 12 # , Sq. Ft. 15 # /Sq. Ft. 16 # , Sq. Ft. 36" 19'.7" 18'.2" 16'.9" 15'-4" 14'.0" 13'.4" 42" 18'.1" 16'.10" 15'.6" 14'-2" 12'.11" 12'.4" 48" 16'.11" 15'.9" 14'-6" 13'.3" 12'-2" 11'.6" 54" 15'-11 " 14'-10" 13'-8" 12'.6" 11'.5" 10'-10" 60" 15'-2" 14'-1" 12'.11" 11'-10" 10'-10" 10'.4" 66" 14'.5" 13'.5" 12'-4" 11'.4 " 10'-4" 9' 10" 72" 13'-10" 12'-10" 11'-10" 10'-10" 9'-11" 9'5" 78" 13'.3" 12'-4" 11 '-4" 10'.5" 9'.6" 9'-1" 84" 12'.10" 11'-11" 10'.11" 10'.0" 9'.2" 8'-9" -- 90" 12'-4" 11'-6" 10'.7" 9'.8" 8'-10" 8'-5" Notes: Glass Rooms' The addition of aluminum frame windows With glass panes that are deSigned to 110 M.P.H. Wind load requirements to thc above Uprlgtlt sizes Increases the slrcngttl sc that additional framing IS flOt reqUired Using screen panel Width "W (See typical glass room draWing j, select uprrght requrreej from the maximum height allowed for each extrusion. Screen Splines on 3" side extrusion tumed with 3" Side parallel to sole plate Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT POBOX 4368, SOUTH DAYTONA. FI 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE: OR IN PAR I WII HOU I THE WRITTEN PERMISSION Of lAWRIcNCE "_ BENNe 1"1 PI 3-21 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS DOUBLE CARPORT WITH CENTER POST - PLAN VIEW ROOF CONNECTION DETAILS (SEE SECTION 7) MID-SPAN BEAM SIMPLE SPAN (SEE TABLE 2.1.1 AND I OR TABLE 2.1.2) POST TO BEAM (SEE TABLE 2.3) POST SIZE AND SPACING (SEE TABLE 2.2,1 AND I OR TABLE 2.2.2) ROOF PANELS (SEE TABLES SECTION 7) SEE FOOTING DETAILS PAGE 2-15 IBJ 0::: ~ I~ ~ I~! => ::::.. I 0::: illu) tn I ~ ~ tn u.~ ~ /::J! <(I ~ ~i tn I~ X/=> ill :/ I f2 / I r~ ill 0::: => I- o => 0::: I- U) I- U) o I I I--=-- 1 J I I 1-'/ SECTION 2 ANCHOR WITH HEADER CHANNEL WOOD FRAME SHED W/2 x 4 PRESSURE TREATED PINE PLA TE ANCHORED TO CONCRETE WI 1/4" CONCRETE FASTENERS @ 4'-0" O. C, MID-SPAN BEAM (SELECT 'L' FROM TABLE 2.1 1 AND I OR TABLE 2.1,2) FRONT WALL BEAM (SELECT 'L' FROM TABLE 2.3) SHADING TYPE II DENOTES INTERIOR POST MAX, ROOF AREA (SEE TABLE 2.1 1 AND I OR TABLE 2.12) SHADING TYPE I DENOTES EXTERIOR POST ROOF AREA (SEE TABLE 221 AND/OR TABLE 2,2.2) M!N. 3" x 3" x 0.060" THRU-BOL TED TO HEADER POST ANCHOR TO CONCRETE (SEE DETAIL REQUIRED POST) (TYPICAL) DOUBLE CARPORT WITH CENTER POST - ELEVATION VIEW .....J 1- - - ----------- --------.---- ,,- A2 A1 A3 W = PROJECTION FROM HOST STRUCTURE _,/ A 1 = W/2 A2 = W/4 A3 = W/4 + OH 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 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E FOURTH WALL FRAME (IF REQUIRED) II ~ .:.t :,,---- .' PROJECTION VARIES PAGE 2-1 SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.2.2 Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings. ALUMINUM POSTS Aluminum Post Wind Load = 102 MPH , 110 MPH 120 MPH I 125 MPH 1 140 MPH Applied Load · 17 tIISa. Ft.' 20 tIISa. Ft.1 23 tIISq. Ft.1 28 tIISa. Ft I' 32 tIISa. Ft Maximum Allowable Roof Area In Sauare Feet for Various Loads on Post Helaht Load In Lbs 3- x 3- x 0,090- Hollow extrusion - Aluminum AII01 8083 T-8 11'-10. 5184 305 259 225 199 162 13'-10" 3888 229 194 169 150 122 15'-10" 3024 178 151 131 116 95 17'-10. 2268 133 113 99 87 71 Height Load In Lbs 3" x 3" x 0.125- Hollow Extrusion. Aluminum AIIDl 6063 T-8 13'"9. 6,912 407 346 301 266 216 16'-1. 5184 305 259 225 199 162 18'-4" 4,032 237 202 175 155 126 20'-7" 3024 178 151 131 116 95 Height Load In Lbs 4- x 4- x 0.125- Hollow Extrusion - Aluminum Allo, 6063 T-8 15'-9. 9,312 548 466 405 358 291 18'-5. 6984 411 349 304 269 218 21 '-0" 5432 320 272 236 209 170 23'-8" 4074 240 204 177 157 127 Steel Post Wind Load = 102 MPH , 110 MPH 120 MPH , 125 MPH , 140 MPH Applied Load = 17 tIISa. Ft.' 20 tIISa. Ft 1 23 tIISq. Ft 1 26 #lSa. Ft I 32 tIISq. Ft Maximum Allowable Roof Area In Sauare Feet for Various Loads on Post Helaht Load In Lbs 3- x 3" x 14 Gauae Post - 46 k.s.l. Steel 19'-10. 10050 591 503 437 387 314 21'-9" 7430 437 372 323 286 232 23'-9. 5638 332 282 245 217 176 25'-9" 4371 257 219 190 168 137 -Height Load In'Lbs 3- x 3- x 11 Gauae Post - 46 k.s.l. Steel 19'-8" 15 870 934 794 690 610 496 21'"7" 11 730 690 587 510 451 367 23'-6" 8970 528 449 390 345 280 25'-6. 6900 406 345 300 265 216 Helaht Load In Lbs 4- x 4- x 14 Gauae Post. 46 k...I. Steel 26'-8. 12650 744 633 550 487 395 29'-3. 9,350 550 468 407 360 292 32'-0" 7150 421 358 311 275 223 34'-8" 5,500 324 275 239 212 172 .- Lawrence E. Bennett, P.E. CMl ENGINEER - DEVELOPMENT CONSUlTANT P.O. BOX 4368. SOVTlf DAYTONA, Fl32121 TELEPHONE (904) 787-4n4 FAX (904) 787-6556 SEAL PAGE @ COPYRIGHT 2000 , -"-.. 2-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WIlliOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. --------~ ,~ ,"'--"" ,~ I I I ! ;? : : I $ (I>... f /) <' I (j) I C7 --' f I{;'f~'~ '1c2' I - crt ~ /C. ue LJbnC f - -- ..-----.------.-.,...-.-.--..-.-.-...-........~,..-_ fl.) / ' ........- OJ /1(:.:. 6 I-d / M(b't) /', C<If.,(~ , /'L (' e) e._..2 ~ y (pLj / fj . e:j ! 2'/2 3 K~X./1 , ",= ,; '9,," (p flU / // ')U:l.c. -110 Y' I -- . 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MiD C\n Of nP\\llUl IlUl.~- U-~ l state of NOTICB OF COMIIBNCBMBH"l' FU/ZIC:(A' County of 1~(C:l THB lmDERSIGNBD hereby gives notice that improvement will be made to c~rtain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Cornmencmnent: 1. Description of Property: Parcel No. :2..ll--~~ -cfl/-Oa9tJ-'OO/tteJ- ()/70 (Legal description of the property and street address if available) 2. General Description of Improvement fY\. b TD ~l. Po ,z:r- 111111111111111111111111111111111111111111111111111111111111 2002091088 3. O\oJncr Information: , I Name -J 1ArlIY\€ c:; 4- U I/Lg (ltl J Po 'OJ!.... ~vrtK-+2 City 2-e.../'J~<tJ! It; It ~ , ~ -c .e, /1+'(\ d' State Fe Address "3 'f ~ L{ I Interest in Property: Rcpl: 595764 DS: 0,00 06/12/02 Name of Fee Simple Titleholder: (If other th~n owner) Rec: 6.00 IT: 0.00 Dpty Clerk Addr'~ss City State s. Surety: N<1me A- L {j m (11 U t'Y1 Ib- 0 d t./ c.-I s . L/J <- City Z-ef1h1f;:?-t(((l.s State FL -3:3537' ~J~~ 9 , :; 4. U' 'f~ \if; i.1 Contractor: Name 1+ +v 2- /) J 0 Address r, O. f:JP}( 1-, 2 .". ' .l\ddress City State Amount of Bond: S J0E6D PITTMAN~ PASCO COUNTY CLERK / 12/02 0~: 49pm 1 of 1 OR BK 4976 PG 320 6. Lender: Name Address City State 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.l3(1)(a)(7), Plorida Statutes: NClmc Address City State 8. In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), FlorIda Statutes. 9. r:xp.irI'11. i'm dt'lt.e of 1IC1t.ice or Conlmencement. (the expl.ratiun d3te is 1 year fr?m the dat.e of lcco~Jing ~nl~ss a diffa~ant date is ~pecified.) Signature 9f q~ner~> -.; {. , Sworn to and subscribed before me this a Oo;}.... 19 . 'V /,,-} '\ // '. L-- ) ///~ ( ,-----. ------ ,..,/" ~--.. . -"..- . ."-' ~~-c., /.- '2J7(j , day of Notary Public: 4..J.~ c. a~L My Commi ssion Expires: L;?Mu,/Jt.Ln__ I, I //ht-A.< Jk~",-_L/t tf.~,. / , cJ-OCJ r:J... ,'I\...,\.~~~....r:I."I:' .,. I (\. l/ ....... '".' ..... I... ~~. :f''J :.... . f ~~J{ ,"-_ ~,\lI~ 0 - ,,\". '?JJt'/ PC93053048 ::...~ ~~.. :.... - ...... ,-' . "/'I ~~'II. ......-:--) ..J ,1,.1 . " \ ,'.:, ~. ........