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Home My WebLink About02-1437 BUILDING PERMIT CITY OF ZEPHYRHILLS Permit N! 1437 (813) 780-0020 Date {j- 9-0;L ('~UILD~.-J Property Owner: Job Address: Parcell.D. , Zoning: Descriotion of Work M~' Sewer Conn Water Conn: Water Meter: T,I.F.'s: EnE!rgy Code: ~ _ 'i(! A ~..{4" Radon Gas: A ~ cy aLrne./u 7;-:: Complete Plans. Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. FINAL C.O. - t7c:L NO OCCUPANCY BEFORE C.O. DATE DATE Inspector .8 (~c513~M?~ .. BUILDING ELECT~ Ftr, ./9-(0 ,-02 12~TP. serv:~ Pre SLB /?-/~ -0 z. I.(,Jb. Rough In Lintel (H...'-( Meter Can FRM. Const. Pole Insul. CL Pool WL Pre-Meter Final Driveway I./? -(fir t) 2 f.t...ro (2U1 p~!!!'i!~.e.e .-, c-~ature ~-- Company Addtes&--:::::==... ~~~) ? b .'~ /. 1.1.'~/ I " Valuation or Contract Price ..5: '100' ? ..~.. City License Registration # 33"f1- g 36 State Certified License# (/ ]") ".... -- .',,-- .JI' r ~ ~ ~ ) ---- - PLUMBfNG '.---- -- .--A4[eHI-\NICAL Breakers Ducts Insl. Compressor Final SLB Tub Set Water Sewer Final 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. f / C4~7-'l-~2Q IJ; I1L~/N'V;U\ 3/tf20 . (MI9;1tL'f L~;,)? -t [ - r 1 - 1- j. s:. }ET ~ r ,- ..~,a--'l. ~ i ~ J - I I J f. . , I ~ iE:\ 1-"4 I - , .- t ;J. 1- J I - 1 I . Y.IU I $ - 1 - j j f , r t2.~, '. f --- $ q () .:,~ .t J .:- - . /, .. - :- / -'-, .s $' /. ~ .. 1 'M~J~ / J -~1/tv . ::it qo, U<) IV~ ,4LJ~, - b-J.Cst r1 r;hJli,..) &- ri-/ ftl-tciL. l~ f6/l~I(TiAls APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT ff - 3lJ-O..:< DATE RECEIVED - PLANS REVIEW FEE OWNER'S NAME -D /.,la-VI e.. R f' () n e r JOB ADDRESS 37ti~O Tea...berrJ Loop LEGAL DESCRIPTION: LOT(S) BLOCK PHONE PASCO PERMIT SERVICE 813-788-5314 SUBDIVISION W eJ..~W()DcR. /OBTAIN FROM PROPERTY TAX NOTICEl PARCEL ID # IO-d(P- ~ 1-01;;;'0 -OCOtX}- 0/ LID WORK PROPSED: DNEW CONSTRUCTION KADDITION DALTERATION D REPAIR D INSTALL PROPOSED D SIGN USE:~GL FAMILY D COMMERCIAL DMOVE D DEMOLISH DWELLING DMULTI-FAMILY D INDUSTRIAL D# OF UNITS D SWIMMING POOL D MOBILE HOME DOTHER c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK (~rre~JA-.R.co~ a\;\..&' c.oncrde.. gx/~ BUILDING SIZE SQUARE FOOTAGE 9iP HEIGHT S-ee P(cu....5 , . 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 FOR ALL NEW CONSTRUCTION. PERMITS REQUESTED (BUILDING D ELECTRICAL $ ,5700~OO VALUATION OF TOTAL CONSTRUCTION AMP SERVICE D FLORIDA POWER D W.R.E.C. D PLUMBING D MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION D GAS D ROOFING D SPECIALTY D OTHER TYPE OF CONSTRUCTION: D BLOCK D FRAME D STEEL D OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES D NO BUILDER SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # ****************************************************************** ELECTRICIAN SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE **********~******************************************************* MECHANICAL COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE OTHER ***************************************************************** Kona.tJ J,\J ~'''-k r~ COMPANY f(J<5,tf/I/;o,.''z''''""" /7 / / // _ STATE CERT OR REGIST # Axoo'Fi1rJ '-I "} SIGNATURE ~~ I CITY PROCESSING # 33'-1(,,9/(/1"11"'(./1'1) 3 J 5~<;~~ ***************************************************************** /'~.~ . - -='~ S lJ OCCvF-- A'~. ~;J' C . ~- 51~~~~\'f ~05'~ CONDITIONS OF :?SRM!:T AFFPJAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit ma.y be subject 1:0 "deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed rest:rictions. 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, 813-788-661l. 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 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 NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT". )\a--~",C~ ~~@ SH~RE~ O~R OR AGENT SIGNATURE: CONi'RA TOR STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged Before me this 3Dt\iay of f+/^jtA<;t , .o<'a?.;;L by ~_ (name of person acknowledged) ~ho is personally known to me, or Pas c...v STATE OF FLORIDA -0 COUNTY OF r c.l.SCo The foregoing instrument was acknowledged Before me this ~~ay of A ~ \A.5t , ..;:wo.;z. by ~ (name of person acknowledged) ~Iwho is personally known to me, or ~hO has produced ~oLr. (type of identification) ~did not take an oath. o who has produced (type of ILJlld not t Sig >"'~'},~;--;;II"~I_ _~:::', i':~j L;unr Name tYPed,~~.'~~~!'CfJr;d:r."I~t,i~~~811 "d~ ,"'. to,. t~O\;. , 02 ~:.~t;~;{~::t~"- "\Ii ,.~~,~~~~. ItlC Name person taking acknowledgment ,,'''''il 'p'II~." ~-', :' '... a r; neB a h r r.....1Jl?'{ ~ .1' 1 # (( 799g17 typed, %;i~~~ E;i?'Fus~1;~~t~~~02 "'"/~~;\\-',>.....",' i\ CO, lNC 1111111111111111111111111111111111111111111111I111111111 1111 2002137978 state of '-EJor,'Ja..,. N~rICE OF COHHENCEHENT County of Pa SLo TUB ImDERSIGNED hereby gives notice that improvement will be made to c~rtain real property, and in accordance with Chapter 713, Florida Statutes, the follo~ing inforf:1ation is provided in this Notice of Conunencclncnt: 1. Oeser iption of Property: 2. General Description of Improvement FOr ra..l.sed le) COvtCre:fc.- e x:.+~,^-S( VV'\. ~ 3. Owncr Information: Namc 'D~ BeVltJ€..r l~ddress 374~o Tea..berl"'j Loop City ~h'fr hi I b Interest in Property: State F I. 33ZS-4 I Name of Fee Simple Titleholder: (If other th~n owner) Rcpt: 616459 DS: 0.00 09/09/02 Rec: 6.00 IT : 0 . 00 Dpty Clerk Address City State "'"" ~ 4. Contractor: Name g. ~ 5 A llJ..Vht'V1lA~ Address 37'11;;;t 7~ Ave.. City . II;. State FI. 335q I 5. Surety: Name Address City State Amount of Bond: $ JED PITTMAN PASCO COUNTY CLERK 09/09/02 08: 37am 1 lofS517 OR BK 5060 PG 6 . Lender: Name Address City State 7. Persons within the State of Florida designated by Owner upon whcin notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes: UC1me Address City State 8. In addition to himself, Owner designates of Lienor's Notice as provided in to receive a copy of the Section 713.13(1)(b), Florida Statutes. <J. ~xp.irn1,..i.'JIl dnt.e of lIc..t.lce of Commencement. (the explratlc..n date is 1 year fr?m the date of recording unless a different date is specified.) Signature of Owner: lC ~:/~["~ H Sworn to and subscribed before me this r::::(qrf/1- day of ?lUjL.L5t- Dc:lDO;:).. ~ ~t7 Not..:lry Pllblic: ~ ~ Ny C:Hlli"j ssian Expires:J "..~~I~ti,,,, :;U,(.<.'HIIIO Oal.r -:'oJ ,.... ~'( " # CC 790817 ~~/' ~,...f<-,.'.l .on',:msslon :;::;'\Al,;.= F'~pir~'; NOV. 15,2002 ~.:ti"""'ii*,::::;: Cd 'DED THRU "'JR~l~;'\\ IHt ,..111;(" :~()t.JOftJG Co.,lNC PG93053048 .. ~~ RJ's ALU~NUM MASONRY CONTRACTOR 37912 7th Avenue Zephyrhills, Fla. 33541 Phone: (813) 788-3741 We hereby submit specifications and estimates for: a/Vlj:;/ele Its) PROPOSAL SUBMITTED TO: NAME: R~A//Ue K STREET: 31./1 EC/ ;c:;; 8~ KIL)I .4:,iJ p ::7TE. ~~I/R./\l'I& ~ ~ F n.d . it ~ ~ ~A1A8l &N-k/Jc!-I t'f <:>/ 73 .L; ~+e J ;C;; e ~-frt ( 5l{)(J. oCP cr tflll fi,r~2,7(J() t!!uloz #~ Authorized Signature ACCEPTANCE OF! PROPOSAL The .bove prices. specifications .nd condttlons .... ......by accepted. You .... .uthMized to do the wort .. speclflecl. P.yment wll be m.de .s outlned .bove. ACCEPTED: Date 8" -z?-() '2..... -- __~~ e~ RJ' S ALU~NUM MASONRY CONTRACTOR 783 -6'/-S1 PROPOSAL SUBMITTED TO: 8 NAME: ~eNNEIL ~i'1,-/;AO /i;;~ ko Zep4J/J/j/s, , f;Jh dlt!l:xJGM" /) .'I!JiJok- f; rc))s/tJAJ.:; Ol?-,' V [; STREET: 379127thAveniJe Zephyrhills, Fla. 33541 Phone: (813) 788-3741 CITY: STATE: We hereby submit specifications and estimates for: hDV7 .J3o ~~. F-r fA AJ vetAb-' ~ ~/A ) /' dollars ($ /h!;'1J .~D ) with payment to be mede as follows: ~~~) I~~ Authorized Signature ACCEPTANCE OFI PROPOSAL The .bove price.. .peclflcetlona .nd conditions .,. Mrebv accepted. You ere euttmzed to do the wort .. specified. P.yment wHI be made .. outlined .bove. ACCEPTED: D.te e po/Pu? Signet... ~~ Signature PROPOSAL SUBMITTED TO: /1- RJ's ALU~NUM MASONRY CONTRACTOR BEN NE IL STREET: ,..--;- 11 / ..5?9-:!/J I69Qe~ h-~I2P CITY: I Le;/ufJ hdls M ~ STATE: '1'/.....1... 'l5ZfS Iu///) ~L W. ",,,b,,.bm;"""''';''';onund "';m,,., f~, ~ is ED 5jp!J 1 ..s:~LJt2n '>>L- NAME: 379127thAvenue Zephyrhills, Fla. 33541 Phone: (813) 788.3741 hoTE ~ ~~Lf /iA-/~m $Lft/!; fJ, 5fy Fr gx /~ .sTV~LD A~Vb 3 '1i.ffiP5 STttS ~)( /;A 6j~ ~ E/UYJ / Tb- :JJ)5pt-'Ni nJ pmm (T (!.pAJ~'i4~DR-o f 5 8"% /~ Su<tLJJP'PIJff} 1XJ4 5TKutTU/U+L ~f)F Lfl /JfJ1J1) f(fl-I L 19~.th!J /53!, ,80 .tjdl C .t' tJ d7tJ .~lJ 1!5~. f) t> 9"0. tJ 0 c5t~~. oD dJ~~ . /) lJ /sl/tJ.po 9f51~/) IG()[J.. tJ 0 f- 5/' : ~I r4/- c?~:INdc.JD es /n/JTaz/A-L / f'M/)r1r .t ~..&~ We hereby propose to furnish labor and materials - complete.n accordance with the above speCifIcations, for the sum of: ..j; dollars ($ 51tJ't,pt) ) with payment to be mede as follows: 15!J/).OD bplLJ.J J fdOP{).rf) tu)k;.) &>~ t!bl1ldcUl!.- J ~/U __ '?~,It.) t!.tJ I11jL6j7 f'7V' Authorized Signature I ACCEPTANCE OFI PROPOSAL The .bove prices. speclflc8tlons .nd concltlona .... hereby accepted. you.... .am-lzed to do the work .. specified. P.yment wHl be made as outlned .bove. ACCEPTED: A Dale J /2, 7 f) ~ / I --~~ e~ Slgnatu... CITY OF ZEPJlYRHILLS BUILDING DEPARTMENT aWNER JaB LaCATIaN PARCEL I.D.' # SIIOW ALL EXISTING & PROPOSBD STRUCTURES GIYING DIHBNSIONS Ie SBTBACKS~ , .fJ.S /2 ' .bc.ru.-"V fro!, tit" R M fl...,',t S'4 .5/. .~ 1';< lJ.. e)(,'S I. '1, Nt) vJe 5'1'x j 7 er' co ..Q j ~ .. ~ Ji... -l~ ~...'>(. , 'l< M ~ ~CC) ~N :r- e.- , -Idl UTILITY BUILDINGS MUST SHaW SIZE & FaUNDATIaN INFaR- MATIaN. FRaN (NaTE EXAMPLES 1 & 2) STREET 1. SETBACKS FaR Rl, R2 ZaNING 60' 10' p E R X a I 10' p S 10' 0. T 1 0' S I E N D G 20' .FRONT PROPBRTY LINE 2. SETBACKS FaR R3 ZaNING 60' 10' 10' EXISTING 10' 1 0 PROPOSED 20'SGL FAM 30 ' DUPLEX .FRONT PROPERTY LINB ~. I ~It.~, ;J-r;PCL5r !3/<loC~j- 89/;PJ/?'7 -- ------ -.. -r'";~'.l. ).,:) ) I . .' ........ i<.) I clt", h 0-+" /01911 q 19 k' H C; t.:' ~/ " " "- ._---'--"/ J. 5~t{ .,--i"~ I f l< I sf /I~;1~ ~ ~:; hR.l.-(bs r 1,- _ _ _ _ .... -...L 'i I , , t ~ j l I , J , , I \ I I t L I I ' I I I, I I 1 I j ; .' IL '" I I .J.. (" I. (,'" \ I f:'-X(~-'ll{c.:,lt),../5 I t ~XLe}'J SIOY"') .. _ ........ I J - . l I.~. - ! J.J /) k to <':2. lee ed,' I t\(" t i, C XiI.. ..." (,((' it ~ / _ : /Yv. ~) cl~"""'_ ,_ / tr----,..-.. _:...r....-O::',:;c.,.......::..-...c.,,.- . - - -" - - - - --=-=-",-",-",,,:.4..__ .' ---if> .' Ip~Fk 0 :00 S e J U I J-I--h ;q t s t ;:; -; et.:-------- ./ QnR~Clc I \J IT .(lv C. If.~ t -.-- II bh~ /.5' 1 / I")~j I f I S J; '--I [) 5 I I - - - - - -I cJ 00 f2_ [ X / S t I ~r9 DR 1 ve 0~,qLif q I 0 II I 1 \ . , 1. , " . 1"-/' / ......- . /~~) c.~. / 5 Y~)!") 1. 'J./) _ ~.' /I --/.., ~:/)~:. / r?) A 7'(/; /9 S /? ~ L 9 I;;; Ie /::; Sf ~"' ,s vA I'! Y / N- .~ I c/ C A & SCREEN ROOM HOUSE raised concrete slab I 12' BACK ELEVATION EXISTING roo Ing HOUSE 3" composite panels with O.S.B. tor shingles. 2x3/ ~ edge beam Shingles to be done by f contractor :T T 11' ~ SlOE ELEVATION 8' ---l SCREEN, VINYL, GLASS & MODULAR ROOMS INTERIOR BEAM TABLE 3.1.4 OR 3.1.5 ALUMINUM ROOF SYSTEM PER SECTION 7 SECTION 3 HOST STRUCTURE OR FOURTH WAll FRAME PANS OR PANELS CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ',,--. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLE 3.1.6 FOR SCREEN ROOMS OR TABLE 3.1.7 FOR GLASS ROOMS) HOST STRUCTURE OR FOURTH WAll FRAME USE BEAM TO WAll DETAIL /r TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P. E. CML ENGINEER. DEVELOPMENT CONSUL TANT P.O. BOX 4368, sourn DAYTONA. Fl32121 TElEPHONE (386) 7lS7~774 FAX (386) 767.ese SEAL PAGE @ COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOlE OR IN PART WI'1'HOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E, 3-1 SECTION 3 ANCHOR 1"x2" CHANNEL TO CONCRETE WITH 1/4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-112" SlAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR FIBER MESH ,VAPOR BARRIER UNDER CONCRETE SCREEN, VINYL, GLASS & MODULAR ROOMS \ BEAM 1 HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 xi 112" S.M.S. INTO SCREW BOSS .. , ,.,. ': . 1" xX' EXTRUSION 1-1/8" MIN. IN CONCRETE HEADER BEAM ,..) ALTERNATE CONNECTION DETAil 1" x 2" WITH (3) #10 x 1-112" S.M.S. INTO SCREW BOSS (2) #10 x 1112" S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE WI 1/4" x 2-112" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SlAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE ALTERNATE HOllOW UPRIGHT TO BASE AND HOllOW UPRIGHT TO BEAM DETAil SCALE: 3" = 1'-0" (4) #10 x 112" S.M.S. EACH SIDE OF POST H-BAR OR GUSSET PLATE 2" x 2" OR 2" x 3" OR 2" S.M.B. POST MIN. (4) #10 x 112" S.M.S. @ EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL rANT P.O. BOX 4368. SOIJTli DAYTONA. Fl32121 TElEPHONE (386) 767-4n" f/lJ< (386) 767~56 SEAL PAGE .J e COPYRIGHT 2002 3.12 NOT TO BE REPRODUCED IN WHOlE OR IN PART WlTHO\JT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT. P.E. SECTION 3 SCREEN, VINYL, GLASS & MODULAR ROOMS RIDGE CAP #8 x 1/2" (3) PER PANEL #8 x 112" @ 24" O.C, BEAM SUPPORT STUDS (TYPICAL) ">1 )( . ~ ~ )( ~ f'tJ1 )( . ~ .. RECEIVING CHANNEL (6) #8 x 112. S. M. S. TO STUD AND (8) #8 x 112" S.M.S. TO BEAM .-> I )( . ('II . . . . 60" MAX 2. x 6. S.M.B. HEADER . . ALTERNATIVE BEAM SUPPORT _..GlASS ROOM FRAMING DETAILS ,_L){! R-f(;,J SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. eM. ENGINEER - DEVELOPMENT CONSUl. rANT P.O, BOX 4368. SOUTll DAYTONA. Fl32121 TElEPHONE (386) 767,,(774 F/I\X (386) 767-6556 ,~ SEAL PAGE 3-16 @ COPYRIGHT 2002 NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3 ANCHOR ALUMINUM FRAME TO WALL OR SLAB WITH 1/4" x 2-1/4" MASONRY ANCHOR WITHIN 6" OF POST AND 24" O.C. MAXIMUM ~.j ~ .. . CONCRETE CAP BLOCK OR BLOCK (OPTIONAL) (1) #4lZJ BAR CONTINUOUS (1) #4lZJ BAR AT CORNERS AND 10'-0" O.C. FILL CELLS AND KNOCK OUT BLOCK TOP COURSE WITH 3000 PSI PEA ROCK CONC. DECK 8" x 8" x 16" BLOCK WALL (MAX. 32") KNEE WALL FOOTING FOR SCREENED ENCLOSURES SCALE: 318" = 1'-0" / (2) #4rzJ BARS MIN. 2-112" OFF GROUND RIBBON OR MONOLITHIC FOOTING (IF MONOLITHIC SLAB IS USED SEE NOTES OF DETAILS NEXT PAGE) 'h' W 32" 12. 36. 12. 48. 18. N 'x" 2 10'-0" 2 8'-0" 3 4'-0" r- (1)- ~)c ~~ -~ 1= !- ALUMINUM ATTACHMENT CONCRETE FILLED BLOCK STEM WALL 8. x 8. x 16" C.M.U. (1) #4rzJ BAR CONTINUOUS (1) #5rzJ VERT. BAR AT CORNERS AND 'Y! O.C. MAX. FILL CELLS WI 3000 PSI PEA ROCK CONCRETE 8. x 12" CONCRETE FOOTING WITH (N) #5 BAR CONT. LOCATE ON UNDISTURBED NATURAL SOIL · ALL MASONRY KNEE WALLS SHALL HAVE A FILLED CELL AND VERTICAL BAR @ ALL CORNERS 1.3-112. CONCRETE SLAB 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE VISQUENE VAPOR BARRIER UNDER SLABS HAVING STRUCTURES ABOVE COMPACTED CLEAN FILL OVER (SCARIFIED) NATURAL SOIL 90% DENSIlY 2. LOCAL CODE FOOTING REQUIREMENTS SHALL BE USED IN LIEU OF THE MINIMUM FOOTINGS SHOWN. ORANGE COUNTY FOOTINGS SHALL BE A MINIMUM OF 12. x 16" WI (2) #5rzJ CONT. BARS FOR STRUCTURES I BUILDINGS OVER 400 S.F.. RAISED PATIO FOOTING KNEE WALL FOOTING FOR SCREENED ENCLOSURES SCALE: 318. = 1 '-0. :., J.- w-J. ,,--, Lawrence E. Bennett, P.E. CML ENGINEER. DEVB.OPMENTCONSlJI.TANT P,O, BOX 4368, SOUlli DAYTONA. Fl32121 TELEPHONE (386) 767...n.4 fl<J( (386) 767~56 @ COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOlE OR IN PART WITliOlTT Tl-lE WRrTTEN PERMISSION OF LAWRENCE E. BENNETT, P.E, SEAL PAGE 3.21 SECTION 3 SCREEN, VINYL, GLASS & MODULAR ROOMS Table 3.1.1-110 Allowable Edge Beam Spans - Hollow Extrusions For.Screen or Vinyl Rooms I Open or Partially Enclosed Structures For 3 second wind gust at 110 MPH velocity; using design load of 19 tIISF (32 tIISF for Max. Cantilever) Aluminum AllOY 6063 T-6 2" 1r 2" x 0.0""" 2" x 2" x 0.055" Loed Max. Span 'L' t (bending 'b' or denectton 'd1 Load Max. Span 'L' t (bending 'b' or deflection 'cr) Width (ft.) 1 & 2 Span 3 Span .. Span Max. Width (ft.) 1 & 2 Span 3 Span .. Span Max. Cantilever Cantilever 5 4'-4" d 5'-4" b 5'-2" b 1'-1' d 5 4'.7" d 5'-8' d 5'-7" b 1'_2" d 6 4'-1" d 4'-10" b 4'-8" b 1'..()' d 6 4'-4~ d 5'-3' b 5'-1~ b 1'-1' d 7 3'-10' d 4'~~ b 4'-4' b 0'-11' d 7 4'-1' d 4'-11' b 4'_9" b 1'..()' d . 3'-8' d 4'.2' b 4'-1' b 0'-11' d . 3'-11' d 4'-7" b 4'-5" b 0'-11' d . 3'~' b 3'-11" b 3'-10' b 0'-11" d I 3'-9' d 4'-4' b 4'-2" b 0'-11' d 10 3'-4' b 3'.9' b 3'-8' b 0'-10" d 10 3'-7" d 4'_1' b 3'-11~ b 0'.11' d 11 3'-T b 3'-r b 3'-5' b 0'-10" d 11 3'~" b 3'-11~ b 3'-9' b 0'.10" d 12 3'-1" b 3'-5' b 3'-4' b O'-10~ d 12 3'-4~ b 3'-S" b 3'-r b 0'-10" d 3" x 2" X 0,0.&5" 3" X 2" X O. 070" Load Max. Span 'L't (bending 'b' or denectton 'd1 Load Max. SlNIn 'L't (bendl 'CI 'b' or deflection 'cI'1 Width (ft.) 1 &2Span 3 Span 4 Span Max. WIdth(ft.) 1 &2 Span 3 Span 4 Span Max. Cantilever Cantilever 5 4'-9" d S'.10' d S'-11" b 1'-2' d 5 5'-8" d 6'-11" d T-1' d 1'.S" d I 4'~' d 5'~~ d 5'-5' b 1'-1. d II 5'-4" d 6'-7" d 6'-8' d 1'-4. d 7 4'-3" d 5'-2~ b 5'..()" b 1'.1' d 7 5'-1" d 6"-3' d 6"-4~ d 1'-3~ d 8 4'-1' d 4'-10" b 4'-8' b 1'..()' d 8 4'-10" d 5'-11' d 6"-1' b 1'-2' d . 3'-11' d 4'.r b 4'-5" b 0'-11" d I 4'-8' d 5'-g" d 5'-8~ b 1'_2" d 10 3'-9' d 4'-4" b 4'-2" b 0'-11' d 10 4'~' d 5'~' d 5'-5" b 1'_1' d 11 3'-8' d 4'.2~ b 3'-11" b 0'-11' d 11 4'-4~ d 5'-4' b 5'-2' b 1'-1' d 12 3'-7" b 3'-11' b 3'-10" b 0'-11" d 12 4'-3' d 5'-1' b 4'.11' b 1'-1' d 2. x 3. J[ 0.045" 2" x 4" x O.OSO" Loed Max. SlNIn 'L't (bendlna 'b' or deftectlon 'd1 Load Max. Span 'L't (bendllg 'b' or deflection 'cr) Width (ft.) 1 &2Span 3 Span .. Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever Cantilever 5 5'-11' d 6'.11' b 6'-9" b 1'-6" d 5 8'-1" d 9'-7" b 9'-3" b 2'..()" d II 5'-r d 6'-5" b 6"-2" b 1'-5' d 8 T-7" d 8'-9' b 8'-5" b 1'.11' d 7 5'-3' b 5'-11" b 5'-9" b 1'-4' d 7 T-3" d 8'-1' b T-10" b 1'-10' d 8 4'-11' b 5'~' b 5'-4' b 1'-3' d . 6"-9" b T-r b T-4' b 1'-9" d 9 4'-8" b 5'-3" b 5'..()" b 1'-3' d I 6'-5' b T-r b 6"-11' b 1'-8' d 10 4'-5~ b 4'-11" b 4'-9' b 1'-2~ d 10 6"-1' b 6"-9' b 6"-r b 1'-r d 11 4'-3" b 4'.9' b 4'_7" b 1'.2' d 11 5'-g" b 8'-5' b 8'-3' b 1'-7" d 12 4'''()" b 4'-6" b 4'-4' b 1'-1' d 12 5'-8' b 8'-2" b 5'-11' b 1'-8" d J Not.: 1. N:Jave spans do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam mmectIon to the above spans for total beam spans, 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. CML. ENGINEER. DEVELOPMENT CONSUl. rANT P,O. BOX 4368, SOl1Tli DAYTONA. Fl32121 TELEPHONE (386) 767.0477.01 FAX (386) 767.a556 J SEAL PAGE 3.26 @ COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOlE OR IN PART W1THOVT THE WRITTEN PERMISSION OF LAWRENCE E, BENNE1T, p,e. SECTION 3 SCREEN, VINYL, GLASS & MODULAR ROOMS Table 3.2.1-110 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow extrusions For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures For 3 second wind gust at 110 MPH velocttY; using design load of 12 t#ISF Aluminum Alloy 6063 T ~ Tributary Load Width 'Vi' . Purlln Spacing Sections 3'-0- I 3'~. t 4'-0" I 4'"'' .1 5".(1" 5'.... I 6'-0" I 8..... I 7'.(1" I 7'~" Allowable Height 'W I bending 'b' or deflection 'cr 2'" x 2" x 0.044" Hollow 7'-11' d 7'.1' d 7'-3' d 6'-11. d 6'-8. b 6'''''' b 6'-1' b 5'-10. b 5'-8~ b 5' -5~ b 2'" x 2" x 0.055" Hollow 8'-5" d 8'.(). d 7'.a~ d 7'-5" d 7'-2" d 6'-11. d 6'.a. b 6'-5" b 6'-2" b 5'-11. b 3" x 2" x 0.045" Hollow 8'.10' d 8'''''. d 7'.11. d 7'-8' d 7'-5" d 7'-2" d 6'-11. d 6'-g. b 6'". b 6'''''. b 3" x 2" x 0.070" Hollow 10'''. d 9'-11. d 9'". d 9'-2. d 8'.10. d 8'.r d 8'''''. d 8'-1. d 7'-11. d 7'.9" d 2" x 3. x 0.045" Hollow 11'.(). d 10'-5' d 10'00'" d g'.r d g'-3. d 8'-11' d 8'.9" d 8'-8" d 8'''''. d 8'-0" b 2. x 4. X 0.050. Hollow 14'-11" d 14'.3. d 13'-8" b 12'-8" b 12'-1" b 11'"" b 11'00'" b 10'-r b 10'-2" b 9'-10" b 2" x 5"' x 0.050" 8oM.B. 20'-2. d 19'-1. d 18'-3. d 17'-r d 16'-9" b 15'-11. b 15'-3. b 14'-8" b 14'-2" b 13'-8" b 2" x 8" x O.OSO" SoM.B. 23'-6" d 22'''''" d 21'''''" d 20'~ b 19'''''" b 18'-5" b 17'''. b 18'-11. b 16'..... b 15'-9" b Spans I heights may be Interpolated, Table 3.2.1.120 Allowable Upright Heights, Chair Rail Spans or Header Spans. Hollow Ext",slons For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures For 3 second wind gust at 120 MPH velocity; using design load of 14 t#ISF Aluminum Alloy 6063 T" Tributary Load WIdth 'Vi' . Purl In Spacing SectIons 3'-0- I 3'"'' I 4'041" 4'"'' I 5'041" I 5''''' I 8'-0. 6''''' I 7'.(1" I 7''''' Allowable Height 'tr I bending 'b' or deftec:tlon 'er 2. x 2" x 0.044" Hollow 7'.r d 7'.2. d 6'-11. d 6'". b 6'-2" b 5'.11" b 5'-8" b 5'-5. b 5'-3' b 5'-1. b 2" x 2. x 0.055"' Hollow 8'.(). d 7'.1' d 7'''''. d 7'-0. d 6' .g' b 6'-5' b 6'-2' b 5'-11' b 5'''' b 5'-6" b 3. x 2" x 0.045. Hollow 8'''''~ d 7'-11" d 7'-r d 7'..... d 7'-1' d 6'-10" b 6'-6" b 8'-3' b 6'-0' b 5'-10" b 3" x 2. x 0.070" Hollow 9'.11' d 9'-5" d 9'00'" d 8'-8' d 8'~ d 8'-1' d 7'-11.' d 7'-8' d 7'-6" d 7'..... d 2" X 3. x 0.045. Hollow 10'-5" d 9'-11. d 9'-8" d 9'-2. d 6'-10" d 8'-r d 8'..... d 7'-11. b 7'-8. b 7'-5. b 2'" x 4" x O.OSO" Hollow 14'-3. d 13...... b 12'-8" b 11'-9' b 11'-2" b 10'-8. b 10'-2" b 9'-9" b 9'~ b 9'-1. b 2" x 5"' x 0.050" 8.M.B. 19'-1" d 18'-2. d 17'..... b 16'..... b 15'-8" b 14'-9" b 14'-2" b 13'-1' b 13'-1. b 12'-8. b 2" x 8" x O.OSO" S.M.B. U..... d 21'-3. d 20'00'" b 18'-10. b 17'-11. b 17'-1. b 16'..... b 15'-8. b 15'-2. b 14'-r b Spans may be Interpolated. Table 3.2.1-130 . Allowable Upright Heights, Chair Rail Spans or Header Spans. Hollow Extrusions For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures For 3 second wind gust at 130 MPH velocity; using design load of 16 t#ISF Aluminum Alloy 8083 T" Tributary Load Wlddl 'Vi' . Purlln Spacing SectIons 3'-0" I 3'"'' I 4'.(1" I 4.... I 5'041. I 5'''' I 1'-0. I 8..... 1'-0" I 1'''' Allowable Hele ht 'H' I bendlna 'b' or deftec:tlon 'er 2" x 2" x 0.044" Hollow 1'-3. d 6'-11. d 6'-8" b 8'-1. b 5'.g. b 5'-6" b 5'-3. b 5'-1" b 4'-11. b 4'.g. b 2" x 2. x 0.055"' HoDow 1'-8~ d 7'''''~ d 6'-11. d 6'". b 6'''''. b 8'-0. b 5'-9" b 5'-8" b 5'''''. b 5'-2" b 3" x 2" x 0.045"' Honow 7'-11' d 7'-1' d 7'-3. d 6'-11' d 6'-8' b 8'''''' b 6'-1' b 5'-10' b 5'.a' b 5'-5" b 3. x 2" x 0.070. Hollow 9' .a' d 9'-0. d 8'-8' d 8'''''. d 8'-0' d 1'-r d 7'-r d 1'..... d 1'-2" d ToO'" d 2" x 3. x 0.04S"' Honow 10'..(). d 9'-6. d 9'-1' d 8'-9' d 8'-5' d 8'-1. b l' J,J. b 1'-8" b 1'-2. b 6'-11" b 2" x 4" x 0.050. Hollow 13'-6" b 12'-6~ b 11'-8' b 11'-0" b 10'-5" b 9'-11~ b 9'-6" b 9'-2" b 8'-10' b 8'-6" b 2'" x 5"' x O.OSO" 8.M.B. 18'-3. d iT..... b 16'-3' b 15'-3" b 14'-6" b 13'-10' b 13'-3' b 12'.9" b 12'-3. b 11'-10' b 2" x r x O.OSO. S.M.B. 21'''''' d 2Q'.(). b 18'-9. b 17'-8. b 16'.9. b 15'-11. 15'-3. b 14'-8' b 14'-2" b 13'-8" b Spans may be Interpolated. Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA, Fl32121 TELEPHONE (386) 767-4n.. fA:!( (386)7fI7 ~556 SEAL PAGE e COPYRIGHT 2002 3-44 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT. P.E. .-.J' J SOLlD ROOF PANEL PRODUCTS SECTION 7 MANUFACTURERS PROPRIETARY PRODUCTS GLUED SIDE 1-1/4" DRYWALL SCREW 0.024" OR 0.030" THICK H-14 OR H-25 ALUMINUM ALLOY 1.0 # DENSITY E.P.S. FOAM (TYPICAL) METALS USA, BUILDING PRODUCTS SOUTHEAST, INC. PRO-FAB 7/16" O.S.B. & 0.024" ALUMINUM COMPOSITE PANEL SCALE: 3' = 1'-0" Notes: 1) Total roof panel width = room width + wall width + overhang. 2) Spans may be IntellJOlated between values but not extrapolated outside values. I '- IlEffiETALS USA™ Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368. SOl11li DAYTONA, Fl32121 TElEPHONE (386) 767-4774 FAX (386) 767~556 I ',,- Building products Southeast, Inc. 7815 American way, Grovel and. FL 34736 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 TOLL FREE: 1-800-342-9077 ppeterson@metalsusa.com SEAL PAGE @ COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIlTEN PERMISSION OF LAWRENCE E. BENNETT, P.E, 7-29 . SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.2.5 Allowable Spans for PRO-FAB 7/16" O.S.B. & 0.024" Aluminum Composite Panels wI EZ-LOCK for Various Loads Metals USA, Building Products Southeast, Inc. Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 4" x 48" x 0,024" Roof Panel fR' Value = 18.74) Glass Rooms Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I Wind Mono-5loped Roof Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All span span span span span span span span span span span span Roofs 100 MPH 9'-8" 10'-9" 10'-5" 17'-5" 19'-5. 18'-9. 8'-4" 9'-4" 9'-0" 12'-5" 10'-0" 9'-8" 4'-0" 110 MPH 8'-9" 9'-10" 9'-6" 16'-7" 18'-6" 17'-11" 7'-7" 8'-6" 8'.2" 10'-10" 9'-1" 8'-9" 4'-0" 120 MPH 8'-0" 8'-11" 8'-8" 15'-3" 17'-1" 16'-6" 6'-11" 7'-9" 7'-6" 9'.11" 11'-2" 10'.9" 4'-0" 123 MPH 7'-10" 8'-9" 8'-6" 15'-2" 16'-11" 16'-4" 6'-9" 7'-7" 7'-4" 9'-9" 10'-10" 10'-6" 3'-11" 130 MPH 7'-5" 8'-4" 8'-0" 14'-2" 15'-11" 15'-4" 6'-5" 7'-2" 6'-11" 9'.3" 10'-4" 9'.11" 3'.5" 140 MPH 6'.11" 7'-8" 7'-5" 13'-4" 14'-11" 14'.5" 5'-11" 6'-8" 6'.5" 8'-11~ 9'.11" g'-7" 3'-2" 150 MPH 6'-5" 7'-2" 6'.11" 12'-4" 13'-9" 13'-3" 5'-7" 6'.3" 6'-0" 7'-4" 9'-3" 8'-11" 2'-11" 6" x 48" x 0.024" Roof Panel ('R' Value = 23.74) Glass Rooms Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I Wind Mono-5loped Roof Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All span SDan span span span span span span span span span span Roofs 100 MPH 18'-1" 20'-3" 19'-7" 24'-9" 27'-8" 26'-9" 12'-8" 17'-6" 13'.9" 17'-9" 19'-10" 19'-2" 4'-0" 110 MPH 13'-5" 18'-6" 17'-10" 23'-7" 26'-5" 25'-6" 10'-10" 12'.11" 12'-7" 15'-5" 17'-3" 16'-8" 4'-0" 120 MPH 12'.3" 13'-8" 13'-3" 21'-9" 24'-3" 23'-6" 9'-11" 11'-1" 10'-8" 14'-2" 15'-10" 15'-4" 4'-0" 123 MPH 11'.2~ 13'-4" 12'-11" 21'-7" 24'-1" 23'-4" 9'-8" 10'-10" 10'.5" 13'.10" 15'-6" 14'.11" 4'-0" 130 MPH 10'.7" 12'-8" 11'.5" 20'-3" 22'-7" 21'.10" 9'-2" 10'-3" 9'-11" 13'-2" 14'-8" 14'.2" 4'-0" 140 MPH 9'-10" 10'-11" 10'-7" 18'.11" 21'-3" 20'-6" 8'-6" 9'-6" 9'-2" 12'-8" 14'.2" 13'-8" 4'-0" 150 MPH 9'-2" 10'-3" 9'-10" 17'-6" 19'-7" 18'-11" 7'-11" 8'-10" S'-7" 11'.10" 13'-3" 12'-9" 4'-0" 8" x 48" x 0.024" Roof Panel ('R' Value = 28.74) Glass Rooms Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I Wind Mono-5loped Roof Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All span span span span span span span span span span span span Roofs 100 MPH 19'-6" 21'.10" 21'-1" 26'.9" 29'-11" 28'.11" 13'.9" 18'.11" 18'-3" 19'-2" 21'.5" 20'-8" 4'-0" 110 MPH 17'-10" 19'-11" 19'-3" 25'-6" 28'-6" 27'-7" 12'-6" 14'-0" 13'.7" 16'-8" 18'.7" 17'-11" 4'-0" 120 MPH 13'-3" 18'-2" 17'-7" 23'-6" 26'-3" 25'-4" 10'-8" 12'-10" 12'.5" 15'-4" 17'-1" 16'-6" 4'-0" 123 MPH 12'-11" 17'-9" 13'-11" 23'-3" 26'-0" 25'-2" 10'-5" 12'-6" 11'-3" 14'-11" 16'-8" 16'-2" 4'-0" 130 MPH 11'-5" 13'-8" 13'.2" 21'-10" 24 '-5" 23'-7" 9'-11" 11'-1" 10'-8" 14'.2" 15'-10" 15'-4" 4'-0" 140 MPH 10'-7" 12'-8" 12'-3" 20'-6" 22'-11" 22'-2" 9'-2" 10'-3" 9'-11" 13'-8" 15'-4" 14'-9" 4'-0" 150 MPH 9'-10" 11'-0" 10'-8" 18'-11" 21'-2" 20'-5" 8'-7" 9'-7" 9'-3" 12'.9" 14'-3" 13'-10" 4'-0" Notes: Total roof panel width = room width + wall width + overhang, Lawrence E. Bennett, P,E. .5ffiETnLS usn TM CIVIL ENGINEER - DEVELOPMENT CONSUL TANT Buil di ng Products southeast, p,O, BOX 4368, SOUTH DAYTONA, FL 32121 Inc. TELEPHONE (386) 767-4774 1107 NORTH THOMAS RD., lEESBURG, Fl 34748 FAX (386) 767~556 TEL: (352) 787-7766 FAX: (352) 787-4517 SEAL FLORIDA 1-800-342-9077 NATIONAL 1-800-874-0002 PAGE @ COPYRIGHT 2002 7-30 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF lAWRENCE E, BENNETT, P ,E, -.' ..J \ ...../'