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Home My WebLink About02-1182 BUILDING PERMIT Permit N2 CITY OF ZEPHYRHILLS (813) 780-0020 1182 ~'l,50 BUilDING Date /{-c23-0 ~ ELECTRICAL PLUMBING MECHANICAL Sewer Conn "'operty Owne" "})e.0h'1 Job Address: 3 'l~~ Parcel I. D. /I r~ YY\~ ILr ' Water Conn: Water Meter: T.I.F.'s: Zoning: Description of Work Energy Code: S~~ Radon Gas: oP./ " FINAL C.O. DATE NO OCCUPANCY BEFORE c.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Valuation or Contract Price L( I I 3q . 0.3-- Inspector Permit Fee C, '1. t8 ? ')<Signature Company Address yelephone# City License Registration # State Certified License# SUA/\. <-- +~~ Atvm~ . Jr; .' /tl.O:<' BUILDING Ftr. ';Af-~~OP-Rl..~ f{fOTp. Servo Pre SLB V l(" ~ - O?-, fL '(, /6~ough In lintel Meter Can FRM. Const. Pole Insul. Cl Pool Wl Pre-Meter! Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Com pres or Final 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. . '::?~tud. t ~o. /111/1111111 1111111111 11111111111/111/11111111111111/111/111 2002067552 ~; . ....;. t:: ~ '. NOTICR OF COHMBNCBHBN~ I State.of F I or\.do...... County of PCLSCO . ~, TUB UNn~RSIGNaD hereby gives notice tllat improvement will be' made t~:c~r~aln ~.; roa1::. ptope rty, and in accordllnce with Chapter 713, ]:'lorida Statu tea, the following information is provided in this Notice of ConunGncolOont: .':. I.:~ 1. t.;, . D~~c~iption of Proportys Parcel No. . 2. GUII~.LLal O';'SC1.-1l.ltlon of IrllproVOl1lcnt 6c rt" t"n . , , .. .. . ""'.. '- .. ,.. .. .... . 3. O~'mor Inforlllution I Nallle Dt'b~;~ ~Fra.lM.~.., '.' J\ddreus ..QjO~:L Manor Dr. . City ~h1Y"h~ Us Interest in Pl:opertys Rcpl: 585204 DS: 0. 00 N~me of Fee Sinlple Titleholdors 05/~1102 (If other thgn owner) ,JCo..r state PI. 3 ~1o Rec: 6.00 IT: 0. 00 Opty Clerk Addrcss City state . " .'., i:J~1l4 . ~....... Contractor: . Name C;l...LY) Std.te.. A\ ~V\tl'V1U.Ily\""" 1\ddress 17.EJd3 57.~. SZI tJ. city ,Ze.Fh'lrhlll~ State R. 335'-{, 5. Surety: NalllC Addrcss City Stata JED PITTMAN~ PASCO COUNTY CLERK ~i/~~/049a334am ~G 44~ I ., i ~~c~n~ ?f BQ~d~ $ 6. Lender: Nama Addrel3s City State . 7. Persons within the Stat.e of E'lorida designated by Owner. upon whom notices or other documents may be served as provided by Seotion 713.13(1)(a)(7), Florida Statutes.' llama AddreSB city . . " . ~ State 8, In addition to himself I Owner designntes . ~,. ' of to reoeive a oopy of the Licllor'o Notice as provlded'in Seatibn 713.13(1)(b), Florida Statutes. \ 9. l~x{lllnLil)1I ulILo uti NuL.luo or c.:UIIIIIIOIlOOIIIUlIl. (lhu (utl'.L~al:.lun &latcf is 1 your fr')llI the dato 0:: rocording unless a different date is specified.) I "' . C' , SiSlOature of OHner:)( k )~~ . "\ Sworn to and ~ubscribcd before me ~ tl ()() ;)., rA..Jl'to--.- this _r:r!:: day of ~Y'lf, ,. , Notary Public ~ ~y'(':ommi s s ion Expir . \\,,,,',, Su~a nnd Buill ~~~~i.h.co~m'ss'on # cc 790817 ~.;,. - 1.1"" ..dJOV 15.2002 ~.'~;..~~J. . ."'!Di'D THAU ~;;t:.:.~.,." ,:. I ~ . dqUl'lNG co., lNe . I. L~~~~~~o~ ./~-- . ~N s-n<r?fi:.. pL\.Jiifl. ,...,- c, -~. 2,/2. .-,v1 Yn\i <.:.11~ Pit. '7fcJ, . ~ " ".. ... 5(',/h,;'';;. ff!~ ~.......... " ./ . .0 ,. 8Q. JII!!T ~ ~ .. '... CIl.u... ~ ~~ . . .. . .- . .. .. . 0'11_~,~_._ .. . . . -...- YAUlA1DI . v I-j /31 ,~ c fiJi'~ -r{!ft1 - , I -- . 67. 50 . ;0/;-t . /U//I1 - . ;J JI1 . t' 1'0/,1- t. 2, Iw ~~~L' , L.<> fl ~ q i" '= .. .. I r Tl P"S 4., OWNBR'S NAM~ --:\)~'n~ . t~~ JOB SITB ADDRIISS ~~ a ~ L.. ~";)<..ot:.~~ "~~ CITY or zapSYRHILLS PBRHiT APPLICATION BUILDINa DBPAR~ 53]! 8~ STRBWr ZHPRYR.XLLS. FL lis40 PhoneI813-780-0020 FaxI813-780-0021' bA'l'a ..aCIIXVllD, I'LJUfS RBV':nnr .... . LBGAL DBSCRIPTION. LOT(S) pHONR CONTACT - rnlNfJ{)1 PARCBL ID ft BLOCK \ 2- - 2.~ - 2..... \ SUBDIVISION DSI(JN - aoSa ~~ ~ (OBTAIN FROM PROPERTY TAX NOTICR) ~\'-O la)AnDITIOt{ o ALTBRAT ION 0 RIilPAIR 0 INSTALL WORK pROPSED: oNEW CONSTRUCTION DMOVIil o DEMOLISH PROPOSED USE r DSGL FAMiLY DWELLING oMULTI - FAMILY 0# OF UNITS o SWIMMIN<<J pboL o MOBILB HOMB D OTHRR OCOMMBRCIAL o INDUSTRIJ\.L , BUILDING SIZR 1'1.)< CJ RRSTAURANT & HRALTH DBPAaTMBNT APPROVAL ~,M.~~a ~GM -- SQUARE FOOTAGR "2-1(., ~ ~ESCRIPTION OF WORK RRSIDRNTIALr COMMIilRCIAL. ~TTACH (~) J?LOT PLANS & (.:I) .SIiTS OF BUILDING PLANS & (1) SRT ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET RNERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NBW CONSTRUCTION. HBIGHT '}:liI BUILDI~G" D RLRCTRICAL o PLUMBING . 4139 (.)0 RBRIIITS RBaUJifilTBD VALUATION OF TOTAL CONSTRUCTION AMP SRRvles o FLORIDA POWBR o ".R.B.C. o MECHANICAL $ o GAS o ROOFlNG D SPBCIALTY VALUATION OF MBCHANCIAL INSTALLATION o OTHER TYPE OF CONSTRUCTION r D" BLQCI{ FINISHRD FLOOR ELRVATIONS D FRAME o STRRL o OTHRR IS PROJBCT IN FLOOD ZONE ARBAo YBS 0 NO BUXLDa. IILIICTilxc.IU ~**********.**********.********.*****.***..**..*.****.****.*****.* COMPANY-:SU~ ~ STATE CIIRT. OR RJI(]IST ft--;fr "CITY PROCBSSING *. (:J- SIGNATURB. SIGNATURE "0,. COMPANY STATB CBRT"OR REGIST # CITY PROC.SSING # PLUllBB. *..******A*....****.**..***************.****.*****.*.************* COMPANY' STATB CBRT OR!RJGIST ft CITYPROGJllBSING #. . SIGNATURB IIBCRAIIICAL' *************~********A***************************************.*** COMPANY STATE CRRT OR ~GIST. # CITY PROCBSSING # SIGNATURB 0'1'.11. . ***************************************************************** SIQNATURB **.***~..*.*******..********************.*****************.******* COMPANY STATB CRRT OR REGIST # CITY PROCESSING 4#-.:." Lvnu~r~WNS OF PERMIT AFFIDAVIT A. NOTICJij OF DEJ!lD RJ!lSTRICTIONS The' und'ersigned understands tqat this permit: may be subject ;,to "deed' restrictions" which may be more restrictive than City' :r:egulat:iolls. The undersigned assUDles responsibility for compliance with any applicable deed restt:ictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contt:actoriJ to undertake work, they lIlay bti!l 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 mdsqemeanor violation under state law. If the owne~ or intended contractor are uncertain as to what licensing requirements 1I'lilY apply for the intended work, they are advised to contact the City of Zephyr~ills Building Depart~ent, B13-1B8-66~1. Furthermore,. if the owner has hired a contractor or:contraotors, he is advised to have the contractor(s) sign portions of the "Contraotor Sectlons" of this application for which they will be responsible. If you, as the owner signs as the contr~ctor, 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 indioation that he is not properly licensed and is not entitled to pe~tting pri~ileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT I'Bms AND UTILITY CONNECTION FBBS D. CONSTRUCTUION LIEN LAII (CHAPTER 113, FLORIDA STATUTE", AS ,>>tENDBD) 'r 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 bave 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/OWNBR' S AFFIDAVIT I certify t~atall the information in this application is accurate and that all work will be ~one in oompliance with allap'plicable laws regulating construotion, 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 oommenoed prior to iSsUance of a pe~t and that all work will be perfoDned to meet standards of all laws regUlating construotion, City codes, zoning regulations, and land development regulations in the jurisdiotion. I also certify that 'I understand that the regulations of other gove~ntal 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 tOI *Department of Envi~onmental RegUlation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment , *Southwest Wlorlda Water Management Distriot-Wells, Cyp~ess Bayheads, Wetland Areas, Altering Watercour~es *Army Corps of J!lngineers-Se.wall.. Dooks, Navigable Waterways *Department of Health , Rehabilitative SerVices, Bnvironmental Health Unit~Wells, Wastewater Treatment, Septic Tanks *U.8. Bnvironmental Protection AgencY-~bestos abatement I also certify that, if ;till material is to be \lsed in Flood Zone ~\A" or "A, etc.", it i. understood that a drainage plan addressin9 a "compensating volume- will be submitted which is prepared by a professional engineer registered in the State of Florida prior to pe~t issuanoe. . . A permit issued shall be construed to be a license to proceed with' the work .nd not a. authority to violate, oancel, alter, or set aside any provisions of th6 technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violation. of any oode. Bvery,permdt issued shall beQome invalid Unless the work authorized by Buoh pe~t is oommenc~d ~ithin 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 ti~e may be allowed for the per~t with f~e charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspeqtion must be logged during each six month periOd, or the projeot will be considered abandoned. \ ' WARNING TO OWNER: YOUR FAlIAJRIl TO RECORD A NOTICE 01' CONMBNC_IDIT HAY RESULT IN YOUR PAYING TWICE WOR IMI?ROVl!lH&NTS TO YOUR' PROPERTY. II!' YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LINDBR OR AN ATTORNEY BBI"OfU!; RBCORDING YOUR NOTICB OF COMHJ!lHCI!IMBHT. JOBS UNDBR .::i;::~~;ro ~OOQD ~B~~ r'~i STATB OJ!' WLORIDAu. COUNTY 01' t:::.t::l. c,(J (? The foregoing ins ument wa8jlcknowledged Befor ' this day of /7/'A/L , ~~ by A c- ,_. Aname of person acknolfledged) '~o is personally known to me, or o who has produced ~type of identification) ~d not take an oath. Name STATE 01' FLORIDA ~ ' COUNTY OF ", 5t!JJ The foregoing instrqment w~'p~nowledged Before p)his ~ay of /L, a c:::l~,tJOZ by u~ /~~rr __ ~name of person acknowledged) ~ is peraonally known to me, or Name t 'roposal Page No. of Pages SUN STATE ALUMINUM, INC. 37528 State Road 54 West lFPHYRHILI.S, i=L 3.'3541 (813) "788.7308 PHONE ~. .",~ ~:h;-} CITY, STATE and ZIP CODE -....\, \.. . '''I(-...;:,J",,~~''\. ~J JOB NAME \\ '. , A _~:; ,,-'--~ \ -.::;:;;:.;.;-- ~ '.'",\ ._..I~~> 'ATE OF PLANS JOB LOCATION ,-~) JOB PHONE We hereby submit specifications and estimates for: ._--.... ,:.-1,,-.. \...1 i ,j ,.", , G \ . -..,"r<. "./ \'2- "''''-.'''--',"""",, /' {'. ,~_._' r'\~""-....... "-..J:..J \\.f::::>l,~ " .>o(~__ \ \ \ \r~'''~~ ------'. '~, "'--7" . (.,.,\".....;, ..'~-___- . -_ 'to '--__..... .- ---... (~., (-" \..,,)... \ \ \. \ c.....2.J.--..,--,.l..y.. \ ~ -t \2.-\- i '-0 --::::c~~~ -'~.3~\~)(V'\ \ ~ S;': , \...1----- ~ ;::).. \ '" \ ~'" \ -" '-= .'-..1:...) ...... ~ -~. .,....,..~ -",--~ t\ \.\,) ---\ \\ " \"'( ;', ',,- ...... ........., '-". ~ ' ',}" '...,y'j ~-, , ~J ~ \ ~l'-\, y..r)... .""~ . --...-.-", ~;;.,::-\.....(~\.J-. ........ ~<.).~.>. ~_.~''.:1 '{\\ ',~~. -..... , 'j \-rc'" I '-.,J " \~ \ --~'~"'"-",..". ~ \ ,,' '-'- ,'.....J \'"'-_. ~......-- -- 4{) ( S' ;1. 4.. ,y., ) f ~"-'--'""-'---""'-"-'~-'-.~._>-~. -.-.......--.. All material is guaranteed to be as specified. Aii work to be completed in a workmanlike 'I manner according to standard practices. Any alteration or deviatio, n from above specifications involving extra costs will be executed only upon written orders. and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents l ~u~~;;s beyond our control. Owner to carry fire, tornado and other ne. cessary insurance. ~kers are fully covered by Workman's Compensation Insurance r . .-m.-llr~p~"!_J"'\;bY \,""~\';'h'("~.i,ef~~I,E\~d I~PL.~!e ;' accQ,da,ce w;'h abQve ,peC;';Cf!;O""{!!' ,~~ 0." III I~'---~\~i(j~_. "~'F'C" \:~:J '.' \,;~-;'...J.-'-'.--'~~,,/. dollars ($ t~\O J. -:? _). Payment to be made as foliows: f'"inan<,I" d'2rges ilp;>!kable Of! "II p3~t du€' accounh at HI'" ''-lte M 1.5"", per month, 45 days after ~Omp!etiOP".," ~.:.::~-:::=.:=:'-~_-,' )1 '. -~~~'~'~-::;;;-~'~:':>-~'~I ~~[~~a.. / / ~~::~:::2~:=-'-- ~I /; /' ~___.JlI...-~_ - ~---- II //_---~oT;;:~iS proposal may be, Ii 'withdrawn by us if not accepted within day/ ------:==---====\ , /, , J /' (' Acceptance of ~roposal -- The above prices, specifications land conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date of Acceptance: ~ {- Signature ' Signature l....l To Aeoroer 800-225-6380 or nebe"com :...... g. g >-1 ~ ~ ~ >-1 ~ en >-1 tIl en II b:J > U'J "cf? V.l t::! :E ....... 0 "Tj I:'I1 > "cf? (JJ V.l t::! ..l) Z \) - 00 (}l ~ Vl ['0 U'J cA - 00 Q I:'I1 ;:r N "- Vl ~ ~ Q c: N ~ 0 ~ (0 Vl U'J ....... D N "Tj (") (> '"'c:I 'eft. V.l t::! U'J N ....... tTj - N "Tj 0 '"'c:I "cf? V.l t::! I:'I1 V.l Z 0'\ ~ U'J 0'\ "cf? N ~ ....... ~ ~ ........ ....... 00 ........ N 0 0 N r \oJ \) .... \ U"J U"J ::J> -J ~r -' I N N Q "&~ (i -' ~ 7'111 - j ~m~ N ITl RJ~ J -' N o <:.~ " r N z:. \J U-\ L~ . U"J Q .... (1) , z U"J~ N--' 1Tl" ~ -' 01 W::J _O.::<:;_t U\ ~O') ~ (' M CO TTI 01 ~ X. x I ff\ (II - ITl ~ [Jl c: -, c (1)0 ITl (\\ o (i" W ~ () w ~ :+: :P- C) II .j>. C 01 (J\ 0 ~ (Il co CD ~~ -,0 z ~L N ...., \) lJ\ \1'\ D~ -\Ll WORKSHALLCOMPLYwmIALL PREY AlUNGCODES, FLORIDABUUDING CODE, NATIONAL ELECfRlCCODEAND CITY OFZEPHYRHlLLSORDINANCES T 1 PROPOSED SCREEN ROOM ADDITION 1 16' 1- 7'-6" -I 8' I LW I ....2x6 S.M,B. EXIST HOME ..:.J CONCRETE SLAB -1 18' SIDE ELEV A nON I 3"x 12"x.032 PAN ROOF I I I 2x3 .045 EXISTING POSTS SCREEN 48" O.C. ROOM ~ BACK ELEVATION ~ 12' ING ~ SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3 '" 'H' * ~ HOST STRUCTURE OR FOURTH WALL FRAME INTERIOR BEAM TABLE 3,1.3 OR 3.1.6 ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL ( "-- RIDGE BEAM (SEE TABLE 3.1,1, 3.1.2, 3.1.4 OR 3,1.5) TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. L Lawrence E. Bennett, P. E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT P,O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 787-4774 FAX (388) 767-6556 SEAL @ COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHO' THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 3-1 SECTION 3 SCREEN, VINYL, GLASS & MODULAR ROOMS I f/ 'LW' FOR MAX. UPRIGHT LENGTH f0 SELECT EDGE BEAM FROM TABLE 3.1.1 AND I OR 3.1.2 1" x 2" r-- VARIES MIN, 3-1/2" SLAB ON GRADE OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS PAGE 2-21) H* TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH I FOR ROOF B~AM 'P/2' 'P/2' SIZE BEAM AND UPRIGHTS r-- (SEE TABLES) I - ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) O.H. SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) r-- VARIES f/ w C)o:: z;:) -I- I-u ~;:) ~g: en VARIES P = PROJECTION FROM BLDG. LW = LOAD WIDTH ..J NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WI 1/4" x 2-1/4" CONCRETE FASTENER MAX, OF 2'_0" O.C. AND WI IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL WI #10 x 2-1/2" S,M.S. WI WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR WI ANCHOR CLIPS AND (2) #8 SCREWS WI WASHERS @ EACH POINT OF CONNECTION, 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FORTH WALL BEAMS FROM TABLE 3.1.4 USING P/2 4. ANCHORS BASED ON 120 MPH WIND VELOCITY, FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 90 -120 130 140 150 #8 #10 #12 #12 ! 'P' VARIES t TYPICAL SCREEN I GLASS ROOM SCALE: 3/16" = 1'_0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (366) 767-6556 -.J SEAL PAGE @ COPYRIGHT 2001 3-2 NOT TO BE REPRODUCED IN WHOLE OR IN 'ART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E. SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3 PAN ROOF, COMPOSITE PANEL OR HOST STRUCTURAL FRAMING (4) #8 x 1/2" S.M.S. EACH SIDE , OF POST 1 x 2 TOP RAIL FOR SIDE WALLS ONLY OR MIN. FRONT WALL 2 x 2 ATTACHED TO POST W/1" x 1" x 2" ANGLE CLIPS EACH SIDE OF POST 1" x 2" TOP RAILS FOR SIDE WALLS WITH MAX. 3.5' LOAD WIDTH SHALL HAVE A MAXIMUM UPRIGHT SPACING AS FOLLOWS WIND ZONE MAX. UPRIGHT SPACING 102 7'-0" 110 6'.7" 120 6'-3" 130 5'-8" 140 5'-1" 150 4'-11" / I INTERNAL OR EXTERNAL 'L' CLIP OR 'U' CHANNEL CHAIR RAIL ATTACHED TO POST WI MIN. (4) #10 S.M.S. L GIRT OR CHAIR RAIL AND KICK PLATE 2" x 2" X 0.032" MIN. HOLLOW RAIL ANCHOR 1 x 2 PLATE TO CONCRETE WITH 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. \ I 1 x 2 OR 2 x 2 ATTACHED TO BOTTOM W/1" x 1" x 2" x 1/16" 0.045" ANGLE CLIPS EACH SIDE AND MIN. (4) #10 x 1/2" S.M.S. 1" x 2" x 0.032" MIN. OPEN BACK EXTRUSION -- MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.w.M. OR FIBER MESH 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER C,ONCRETE POST TO BASE, GIRT AND POST TO BEAM DETAIL SCALE: 3" = 1'-0" L Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O, BOX 4388. SOUTH DAYTONA, FL 32121 TELEPHONE (388) 767-<4774 FAX (388) 767.e556 @ COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHoe I HE WRITIEN PERMISSION OF LAWRENCE E, BENNETT, P,E, SEAL PAGE 3.11 SECTION 3 SCREEN, VINYL, GLASS & MODULAR ROOMS en w [i: ~ ROOF PANEL (SEE SECTION 7) BEAMS MAY BE ANGLED FOR GABLED FRAMES .. ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 3.3) BEAM AND POST SIZES (SEE TABLE 2.1.1, TABLE 2.1.2 AND / OR TABLE 2.2.1, TABLE 2.2.2) POST NOTCHED TO SUIT II 1" x 2" MAY BE ATTACHED FOR SCREEN USING (1) #10 x 1-1/2" @6" FROM TOP AND BOTTOM AND 24" O.C. SIDE NOTCH POST TO CARRIER BEAM CONNECTION SCALE: 3" = 1'-0" .. en w [i: ~ ROOF PANEL (SEE SECTION 7) ..J 1-3/4" x 1-3/4" x 0.063" RECEIVING CHANNEL THRU BOLTED TO POST W/ THRU ROL. is FOR SIDE BEAM (SEE TABLE 2.3 FOR NUMBER OF BOLTS) I@> II) :@> I@> . ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 3.3) BEAM AND POST SIZES (SEE TABLE 2.1.1, TABLE 2.1.2.. 1" x 2" MAY BE ATTACHED FOR AND / OR TABLE 2.2.1, SCREEN USING (1) TABLE 2.2.2) ... #10 x 1-1/2" @6" FROM TOP POST NOTCHED TO SUIT AND BOTTOM AND 24" O.C, CENTER NOTCH POST TO CARRIER BEAM CONNECTION SCALE: 3" = 1 '-0" Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSUL TANT P.O, BOX 4388. sourn DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 .J SEAL PAGE @ COPYRIGHT 2001 3-18 NOT TO BE REPRODUCED IN WHOLE OR IN PNH WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT. P.E, SECTION 3 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, VINYL, GLASS & MODULAR ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB W/ 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE Co c<') L --:... - -- - ~ .0 .. . (1) #50 BARS W/3" COVER (TYPICAL) BRICK KNEE WAll AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0" L (2) #5 BAR CO NT. --- . - TYPE III STEEP SLOPE FOOTING > 1'.10" 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL TeST OR A SOIL TESTING LAB. 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE, 3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16" THEN A TYPE" FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 3-1/2" (4" NOMINAL) THICK. 4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE" FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. ORANGE COUNTY FOOTINGS SHALL BE 18" DEEP & 16" WIDE FOR STRUCTURES / BUILDINGS OVER 400 S.F.. 6. IF A CARRIER BEAM OR FORTH WALL FRAME IS REQUIRED USE A TYPE" FOOTING MINIMUM, SLAB-FOOTING DETAilS SCALE: 3/4" = 1'-0" L Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 SEAL PAGE 3-24 @ COPYRIGHT 2001 NOT TO BE PEPRODUCED IN WHOLE OR IN Pi ; WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3 Table 3.1.1 Allowable Edge Beam Spans - Hollow Extrusions For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures Aluminum Alloy 6063 T-6 L- For 3 second wind gust at velocity of 120 MPH or an applied load of 28" 'sq. ft. * 2" x 2" x 0.044" 2" x 2" x 0.055" Load Max. Span 'L' , (bending 'b' or deflection 'd') Load Max. Span 'L' , (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Spar 3 Span 4 Span Max. Width (ft.) 1 & 2 Spa~ 3 Span 4 Span Max. Cantilever Cantilever 5 3'-9" d 4'-4" b 4'-3" b 1'.0" d 5 4'-0" d 4'.9" b 4'.7" b 1'-1" d 6 3'.7" d 3'.11" b 3'.10" b 0'.11 " d 6 3'-9" d 4'-4" b 4'-2" b 1'-0" d 7 3'-4" b 3'-S" b 3'-7" b 0'-11" d 7 3'-7" d 4'-0" b 3'-11" b 0'.11" d 8 3'-1" b 3'-5" b 3'-4" b 0'-10" d 8 3'-4" b 3'-9" b 3'.S" b 0'-11" d 9 2'-11" b 3'-3" b 3'-2" b 0'-10" d 9 3'.2" b 3'-7" b 3'-5" b 0'-11" d 10 2'-9" b 3'-1" b 2'-11" b 0'-10" d 10 3'-0" b 3'-4" b 3'.3" b 0'.10" d 11 2'-S" b 2'-11" b 2'-10" b 0'.9" d 11 2'-10" b 3'-3" b 3'-1" b 0'-10" d 12 2'-6" b 2'-10" b 2'.9" b 0'.9" d 12 2'-9" b 3'-1" b 2'-11" b 0'-10" d 3" x 2" x 0.045" 2" x 3" x 0.045" Load Max. Span 'L" (bending 'b' or deflection 'd') Load Max. Span 'L" (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Spa~ 3 Span 4 Span Max. Cantilever Cantilever 5 4'.2" d 5'-1" b 4'.11" b 1'-1" d 5 5'.3" d 6'.5" b 6'-3" b 1'-5" d 6 3'-11" d 4'-7" b 4'-5" b 1'-1" d 6 4'-11" d 5'-11" b 5'.S" b 1'-4" d 7 3'-9" d 4'-3" b 4'-2" b 0'.11" d 7 4'-S" d 5'-5" b 5'-3" b 1'.3" d 8 3'-7" d 3'-11" b 3'-10" b 0'-11" d 8 4'-6" d 5'-1" b 4'.11" b 1'-2" d 9 3'-4" b 3'.9" b 3'-S" b 0'-11" d 9 4'-3" b 4'-10" b 4'.S" b 1'-2" d 10 3'-2" b 3'.7" b 3'.5" b 0'-11" d 10 4'.1" b 4'-7" b 4'-5" b 1'-1" d 11 3'-1" b 3'-5" b 3'-4" b 0'-10" d 11 3'-11" b 4'-4" b 4'.2" b 1'.1" d 12 2'.11" b 3'-3" b 3'-2" b 0'-10" d 12 3'.9" b 4'.2" b 4'.0" b 1'-1" d 2" x 4" x 0.050" Load Max. Span 'L' , (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Spa~ 3 Span 4 Span Max. Cantilever 5 7'-1" b 7'-11" b 7'-7" b 1'-11" d 6 6'.5" b 7'-2" b 6'-11" b 1'-9" d 7 5'-11" b 6'-S" b 6'-5" b 1'-S" d 8 5'-7" b 6'-3" b 6'.0" b 1'-7" d 9 5'-3" b 5'-11" b 5'-S" b 1'.7" d 10 4'"11" b 5'.7" b 5'.5" b 1'-6" d 11 4'.9" b 5'-4" b 5'-2" b 1'.6" d 12 4'-7" b 5'-1" b 4'-11 " b 1'-5" d " For Maximum Spans at wind velocities other than 120 MPH, see conversion tables on the spec-jfication page for tables at the beginning of this section and example below. Notes: 1. For high velocity zones, convert to 130 MPH spans, 2. Above spans do not Include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. Example: To calcualate maximum span 'L' at 140 MPH wind velocity for: 2" x 4" x 0.050" hollow section with Load Width = 65' and 4 span Overhang Condition 1. Find 'L' at 120 MPH: L = 6'-11" 2, Convert 'L' to decimal feet: L = 6'-11" = 6.92' 3. Select the appropriate multiplier from the conversion table found on the specification sheet at the beginning of this section. - if the spant Is followed by 'b' use Bending multiplier, . If the span is followed by 'd' use Deflection multiplier. 4. Multiply 'L' in decimal feet by appropriate multiplier. 'L' at 140 MPH is 6,92' x O,S7 = 5.45' = 5'-5" L Lawrence E. Bennett, P. E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O, BOX "368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.....77.. FAX (386) 767-6556 SEAL @ COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHO' HE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, PAGE 3-25 SECTION 3 SEAL PAGE 3-26 ! fi 2 - U) "C CD 3 u c w ~ ii 1: III a. .. o c CD a. o - III E o o D:: 'II: >. ~ c ~ :> ~ ... ra o ,g C 'tl CD .!! ! a. u 0. U) ~ ... ra o .. LL 0 III :z: c a. CII19:::i a..... 0 U)..,~ ECO... 1lI:il 0 CD >-~ m,gg CD<- :c E ~ CII::1- :t.5 ~ .2 ~ ~ C(::(: c OJ 'tl c ~ ., .., .. o IL. ~ .,.. M CD :c III ... 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M N N M M ~ "C "C -0 "C . , , , , 19 M "; <7 "I' -' M en N ~ CD N M M ~ -0 "C -0 -0 9 ~ . , . <7 ..... 9l , M 0 ~ Co ~ M M ~ "C "C -0 "C . ~ rr, ;- ~ 19 , N N Co Co ~ M M M l/l E . . . 0. ra at 'It 'It IQ IQ m N N 0 M N N M ci D) ci ci ci C Ie :;:; lC lC lC . " . . . N :Ii f::! f::! N ell ClO 0 = 0 0 0 ci . ci ci ci lC U) Ie Ie Ie . . . . . 0 :a GO ell ell .... ::I Ie Ie Ie Ie 0 . . . . Q N N N N Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (366) 767-6556 ., 5 'IS D) c "E c I c: o II l/l l/l ;s . ;5 ~ :I :a .! .2 . D) ra 0. c o lii 13 .9 l3 5 1ii !fi ': 'I l c .J::. ., 111 l/l at ~ C ;5 in ~ ,g C 10 0 B o C.c q:: 111 ra 'u ~ :S.9 :g, .a.!! ~ tl III E I!! CIl {J. 1Il.c :S c fii 3l 5 o 0. C -0 i! 1Il.>l! C G.1 10 01.: ~ ~ :S c:.c.e ~ o E..2 en .?:o_:.. M U roOlUc ~ CIl at CIl.5C1l.!! 8" :c = ~~2iii 'ii~ .l!I.:6 ..: .ECIl.r=8'E >.- ca;= .... .._0 'tlc3: 0._0....; a. 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III E ~ ~ 01 C 'c c I Gl :s -Y ..J @ COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN P "'.RT WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E. ~ L SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3 Table 3.2.1 Allowable Upright Heights, Chair Rail Spens or Header Spen. . Hollow Extrusions For Screen Room. or Vinyl Rooms I Open or Partially Enclo.ed Structure. Aluminum Alloy 6083 T-6 For 3 .econd wind gu.t at velocity of 120 MPH or an applied load of 14 iI'.q. ft.- Tributary Load Width W' · Purlln Spacing Seellon. 3'-0"' I 3'-6" I 4'-0" 4'-6" I 5'-0" I 5'-6" 8'-0" 8'-6" I 7'-0" I 7'-6" Allowable Height 'H" bending 'b' or deflection 'cr 2" x 2" x 0.044" Hollow 7'-7" d 7'-2" d 8'-11" d 6'-6" b 6'-2" b 5'-11" b 5'-6" b 5'.5" b 5'-3" b 5'.1" b 2" x 2" x 0.055" Hollow 8'-0" d 7'-7" d 7'-4" d 7'-0" d 6'.9" b 6'.5" b 6'.2" b 5'.11" b 5'-8" b 5'-6" b 3" x 2" x 0.045" Hollow 8'-4" d 7'.11" d 7'.7" d 7'-4" d 7'.1" d 6'.10" b 6'-8" b 6'.3" b 6'-0" b 5'.10" b 2" x 3" x 0.045" Hollow 10'-5" d 9'.11" d 9'-6" d 9'.2" d 6'.10" d 6'-7" d 8'-4" d 7'.11" b 7'-8" b 7'.5" b 2" x 4" x 0.050" Hollow 14'.3" d 13'-4" b 12'-6" b 11'-9" b 11'.2" b 10'-8" b 10'-2" b 9' -9" ~ 9'-5" b 9'.1" b 2" x 5" x O.OSO" S.M.B. 19'.1" d 18'.2" d 17'-4" b 16'-4" b 15'-6" b 14'.9" b 14'.2" b 13'.7" b 13'.1" b 12'-8" b 2" x 8" x II.OSO" 8.M.B. 22'-4" d 21'.3" d 20'-0" b 18'-10" b 17'.11" b 17'-1" b 16'-4" b 15'-8" b 15'-2" b 14'.7" b - For Maximum hleghts at wind velocltle. other than 120 MPH,.ee Conversion Table 3B on the .peclflcatlon page for table. at the beginning of thl. .ectlon and example below. Note: For high velocity zones, convert to 130 MPH spans, Example: To calcualale maximum height 'H' at 140 MPH wind velocity for: 2" x 2" x 0.044" Hollow extrusion with Load Width = 4' 1. Find 'H' al120 MPH: H=6'.11" 2. Convert 'H' to decimal feet: H = 6'-11" = 6.92' 3, Select the appropriate multiplier from the conversion table 3A found on the speclflcatlon sheet at the beginning of this section. . if the height Is followed by 'b' use Bending multiplier, - If Ihe height is followed by 'd' use Deflection mulllplier, 4, Multiply 'H' in decimal feet by appropriate multiplier. 'H' al140 MPH is 6,11' x 0.92 = 5,62' = 5'.7" Lawrence E. Bennett, P. E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O. BOX 4368, SOUTH DAYTONA, Fl32121 TELEPHONE (388) 767-4774 FAX (388) 767~ SEAL @ COPYRIGHT 2001 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOU ,r: WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E. 3-29 SCREEN, VINYL, GLASS & MODULAR ROOMS "tI l!! 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O~OOIllNN III Illllllllr--r-- o 00000 0000000 >< )( )( )( )( >< >< ~~rnfcF-.-fotn >< )( )( )( )( )( )( NNNNNNN aiai aio:! ~~ ':i: rn rn ~cn~~. ~~,,~~ ~~dlo~ ~02l)(>< oxeNN )(. iii r-- r-- NSl::E~O ~~i~~ O><CI)!o~ .:>< (:) .! >< )( ~~.gNN NN8NN Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P,O, BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767 -eS56 @ COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, SECTION 3 SEAL PAGE 3-31 SECTION 7 AL TERNA TE CONNECTION: (3) #8 SCREWS PER PAN WITH 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER #10 x 1-1/2. S.M.S. (2.) PER RAFTER OR TRUSS TAIL #10 x 3/4" S.M.S. @ 12" O.C. EXISTING FASCIA FOR MASONRY USE 1/4" x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2. S.M.S. OR WOOD SCREWS @ 2"O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL SEALANT HEADER (SEE NOTE BELOW) -.J ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) 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 RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #8 x 1/2" S.M.S. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (388) 787-4774 FAX (386) 787-6556 SEAL PAGE -.J @ COPYRIGHT 2001 7 -2 NOT TO BE REPRODUCED IN WHOLE OR IN PAl NITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P ,E, SOLID ROOF PANEL PRODUCTS SECTION 7 ',,-- ~ Table 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 L 3" x 12" x 0.021f" 2 or 5 Rib Riser Panels Open and Partially Enclosed Buildings Enclosed Buildings Wind Maximum Allowable Span Wind Maximum Allowable Span Region 1&2 3 Span 4 Span Max Region 1&2 3 Span 4 Span Max SDan Cantilever Span Cantilever 100 M.P.H. 10'-2. 13'-2. 13'-S. 4'-0. 100 M.P.H. 9'-10. 13'-3. 13'-6. 4'-0. 110 M.P.H. 9'-7. 12'-S. 12'-8. 4'-0. 110 M.P.H. 9'-3. 12'.S. 12'-8. 3'-11. 120 M.P.H. g'-O. 11'-2. 11'-S. 4'-0. 120 M.P.H. 8'-9. 10'-9. 10'-11. 3'.9. 130 M.P.H. 8'-7. 10'-7. 10'-9. 3'-10" 130 M.P.H. 8'-3" 10'-3" 10'-S" 3'-7" 140 M.P.H. 8'.2" 10'-1. 10'-3. 3'-8" 140 M.P.H. 7'-10" g'.g. 9'-11. 3..... 150 M.P.H. 7'-9. 9'-7. 9'-10. 3'-6. 150 M.P.H. 7'-2" 9'.3" g'-6. 3'-3. 3" x 12" x 0.030" 2 or 5 Rib Riser Panels Open and Partially Enclosed Buildings Enclosed Buildings Wind Maximum Allowable Span Wind Maximum Allowable Span Region 1&2 3 Span 4 Span Max Region 1&2 3 Span 4 Span Max SDan Cantilever SDan Cantilever 100 M.P.H. 10'-11. 14'-3. 14'-6" 4'-0. 100 M.P.H. 10'-8" 14..... 14'-7" 4'-0. 110 M.P.H. 10..... 13'-S" 13'-8. 4'-0. 110 M.P.H. 9'-11. 13' -S. 13'-8. 4'-0. 120 M.P.H. g'-g. 12'-7. 12'-10" 4'-0. 120 M.P.H. g'-S. 12'-8. 12'-11. 4'-0. 130 M.P.H. 9'-3" 11'-S. 11 '-B" 4'-0. 130 M.P.H. B'-11. 11'-0" 12'-3. 3'-10. 140 M.P.H. 8'-10. 10'-11. 11'-1. 3'-11. 140 M.P.H. B'-8. 10'-6. 1 O' -g. 3'-8. 150 M.P.H. B'-S" 10'-S. 10'-7. 3'-9. 150 M.P.H. 8'-1" 10'-0" 10'-3" 3'-6" 3" x 12" x 0.050" 2 or 5 Rib Riser Panels Open and Partially Enclosed Buildings Enclosed Buildings Wind Maximum Allowable Span Wind Maximum Allowable Span Region 1&2 3 Span 4 Span Max Region 1&2 3 Span 4 Span Max SDan Cantilever Saan Cantilever 100 M.P.H. 13'-8. 1 B'-3. 1 B'-B. 4'-0. 100 M.P.H. 13'-7" 1 B'-3. 1B'-7" 4'-0" 110 M.P.H- 120:8. 15'-8. 17'-7. 4'-0. 110 M.P.H. 12'-9" 1S'-9" 16'-1. 4'-0. 120 M.P.H. 11'.5" 14'-9" 15'-1" 4'-0" 120 M.P.H. 11'-0" 14'-10" 15'-2" 4'-0" 130 M.P.H. 10'-10. 13'-11. 14'-3. 4'-0. 130 M.P.H. 10'-6. 14'-1. 14..... 4'-0. 140 M.P.H. 10..... 13'-2. 13'-S. 4'-0. 140 M.P.H. 9'-11" 13'-S. 13' -B. 4'-0. 150 M.P.H. 9'.-1 0" 12'-9. 12'-11. 4'-0" 150 M.P.H. g'-6" 12'-10" 13'.1" 4'-0" L Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O, BOX 4388, SOUTH DAYTONA, Fl32121 TELEPHONE (386) 767-4774 FAX (386) 767-M56 @ COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN P/\fU WITHr"JT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT. P,E, SEAL PAGE 7.21 \ I yo 11111111111111111111111111111I11111111111111111111111111111I 2002067692 State of tlo""ld# NOTICE OF COMMENCEMENT County of ~L:J TUB ImOERSIGNED hereby gives notice that improvement will be made to c~rtain real property, and in accordance with Chapter 713, Florida Statutes, the follo~ing information is provided in this Notice of Commencement: 73/3 (Legal des 1. Oeser iption of Property: Parcel No. 2. General Description of Improvement f~ ~0 /~ - Rcpl: 585286 DS: 0.00 05/01/02 Rec: 6.00 IT: 0.00 Dply Cler~ 3 . O\'mer Information: Name L'?Ruce;.- .~~~ l" l\ddress 7J23 +,k~ ~ City 2. ~ State k.. Interest in Property: OlUnD- Name of Fee Simple Titleholder: (If other th~n owner) JED PITTMAN PASCO COUNTY CLERK 05/01/02 116: 27am 1 of 1 OR BK 4934 PG 917 Address City Stilte ;: ;:;'~. <<1. 11 Contractor: N~me ~~ ~rl City 2 '~//I StateL:.L .2f.f~ ;I. -.. Address J~flJ- ~~ ~~ 'J.2.;rf.z.. ~4.J~~.,4 Surety: N~me 5 . Address City State Amount of Bond: S 6. Lender: Name Address City State 7. Persons within the State of Florida designated by Owner upon whcm notices or o~her documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes: tJc:mc Address City Stilte 8. In addition to himself, Owner designates o~ ~//Z-7 #I.-_~ Llf~nor's N'otlce as provl.ded ~n ~ect~on hY ~~ to receive a copy of the 713.13(1) (b), Florida Statutes. <J. f"xpi.rnlJ.'m dnt.e o{ Uot..ice of Commencement. (the explratic.n datei:3 1 year fr~m the d~te of r~cording unless a different date is specified.) a~ Signature of Owner: ~ Sworn to and subscribed ~t)~ /S- day of Not.:lry Publ ic : My C:J;n,n.i ssion Ex '- :," \,"\ \..-' . -..,J _. '. ? '" ~.~~.~ ", "-. ......c..... ....",. .... // ~', ''T~ n\ ;, 'If ';.j C. 'IJ ..... 'I'I"'UIIIU'\\\\" PC93053048