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Home My WebLink About01-0299 ..)0 )5.- BUILDING BUILDING PERMITN~ Permit Date 5/7/01 0299. CITY OF ZEPHYRHILLS (813) 788-6611 ELECT\ICAL PLU~NG MEC~NICAL Sewer Conn Water Conn: Property Owner: 1"1: \<. e 5o,y,.e.r e Job Address: SSi'1 ,1J~ ~%". ParceII.D.# I(-Jb-'Jl-OOlO- ",,",00- OD7o Water Meter: T.I.F.'s: Zoning: DescriPtion of Work Energy Code: Sc...r-e il", 14-.-. .p. ) It.'h Radon Gas: ~ ' ~ NO OCCUPANCY BEFORE C.O. FINAL C.O. DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector ~~O ~ ~~;~~:;:. .Vt .4. Compan} __ Address ?"'Telephone# 7~-!'3;S~ Valuation or :> ,",1 S" . "''; Contract Price City License Registration # State Certified License# )ov.A (l r'" ~'-': 'o/Qt. ~ ~'S' ELECT) ICAL "" BUILDING P UMBING MECH NICAL Ftr. Tp. Servo SLB Breakers Pre SLB~....-/O-O I sf!. Rough In Tub Set Ducts Ins!. Lintel Meter Can Water Compressor FRM. Const. Pole Sewer Final Insul. CL Pool Final WL Pre-Meter \ Final Driveway tJ-J-0'/3/,:"(!.IIU5E" of 1JoG tJ/f))J '-1- DO /tlSPEdT1()/J, iZLY 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. CITY OFZEPHYRHILLS PERMIT APPLICATION BUILDING DEPARTMENT 5335 8th STREET ZEPHYRHILLS, PL 33540 Phone:813-780-0020 Fax:813-780-0021 ,;!~ ~', DATE RECEIVED It: PLANS REVIEW PEE OWNER I S NAME f1l,1e b~"ci"'~ re / ~ JOB SITE ADDRESS sr09 /7 51 PHONE CONTACT _7dPdP//3S~CJ LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL ID # / f .:< 6 -,;2. (-6olt) -Iff-Do -0070 WORK PROPSED: DNEW CONSTRUCTION1!fADDITION o ALTERATION (OBTAIN FROM PROPERTY TAX NOTICE) ~NSTALL o REPAIR DSIGN PROPOSED USE: Ef:SGL FAMILY DWELLING o MOVE o DEMOLISH DMULTI - FAMILY 0# OF UNITS o MOBILE HOME o COMMERCIAL o INDUSTRIAL o SWIMMING POOL o OTHER c:J RESTAURANT.& HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK 14/)0 jt) j.. ('( a.-vc., -si-rh r _r(-/.-e~J' 1200,"1 3c' X 'f d /oYI? SQUARE FOOTAGE I- 2' ~>-t!:> / ?o , . HEIGHT r BUILDING SIZE RESIDENTIAL: . COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REQUESTED ~UILDING $ ozV7r . VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL 0'"'6THER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREA 0 YES g...N0 BUILDER . ' COMPANY_So(")7'?le..l'....v' l:!:~J~.ee../' .-' " ~ STATE CERT OR REGIST #. 6. 6. "' I SIGNATUR~ ,. ~. CITY PROCESSING # {;5"" () (. ****************************************************************** ELECTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBBR COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** MECHANICAL COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHBR COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this pE~rmit may be subject to ~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, 813-788-6611. 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 Af~airs. 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". SIGNATURE: OWNER OR AGENT SIGNATURE: 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 acknowledged) Owho is personally known to me, or (name of person acknowledged) [1ho is personally known to me, or Owho has produced (type and whoO did 0 did not of identification) take an oath. o who has produced (type of identification) and who Odid [}:lid not take an oath Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped , I 0 r-<- ! \,'( " 1'/' ' So' - ______'----a...--,"'"'""___~.__. ___________________. _~_ \ )0 l\ '11: '(i~' I 1----.-- I -IlJ- I ~ \)~. c,'~\. ~l:t~o~ / \(" --'----'---'-'C" --\c r I I~ '?-2 I ~f'\ \:f "') ..Jj \f .., I i..0 I / k-:- .""_.....-_._,-~_..-.. ./' ....-'" _...__.", r ...._- \".../ life.? ( AJ; J2 \ o'{ I 9. /"lo,vC S /.ll8 r!;/ 7 -+ ID X (~ SCr<Q ;,J (?'-''')/r"\' s S<-f1 /1-1-1-.. I~ j\ 1 ' Y ", "~~p ~TT~, T r. rr--1\/nl,Y " ' _ J ""S > )~~, , iHNG, .ITY ,,_ S. (. .' ~ t 4 t: , \ , ',: ,,_.' , 4.' 'I" r '.V:b\JL.D ,",) Dl ~~ An..., , - _ .' '_-- I ('. .' I" ;-1 f'. . ..'..J ~ ..J ~- I . SCREENED ENCLOSURES SECTION 1 \..--. RSBON FOOTt.lG OR MONOUTHC F MONOUTHC SLAB IS USED SEE NOTES OF DETALS BELOW ANaiOR ALlMUJI FRAME TO WAU. OR SLAB WIllI V40 X 2-V2" MA~Y ANaiOR ~ e- OF POST AN) 240 ON CENTER MAXIoI..N (1) #4 BAR CONTNJOUS 80 X 80 X 18"' BLOQ( W AU. (MAx. 32") DECK OR QROlN) L.EVB. (2) #4 BARS MN. 2-V2" OFF QROlH> OPTIONAL CONCRETE CAP BLOQ( ~ OR BRICK ~ (1) .4 BAR AT CQRlERS AN) 10'-0" r- ON CENTER FLL CEU.S AN) KNOCK. OUT ~ BLOQ( TOP C~SE wmt 3000 PSI :i ~R~C~~ ~ .l- KNEE WALL FOOTING FOR SCREENED ENCLOSURES ~. . -'I' . .:', 1IO ~->L J.- 8' .J ALlHtUA STRUCTl.R: FOOTJIIG 2500 PSI CONat:TE WIllI (1) .5 BAR CONTNJOUS BARS MN. 2-V2" OFF QROlN) ~. . -'I' .....".. .. '., ~"->L J.-12"---J. AL.lUUoi Smucl\R: FOOTJIIG 2500 PSI CONat:TE WIllI (3) #3 BARS CONTNJOUS BARS MN. 2- V2" OFF QROlN) \....... RIBBON FOOTING TYPE 1 RIBBON FOOTING TYPE 2 2'-0" MN. ~ BEFORE SLOPE ;:. f v ~ 1 ~ TYPE I FLAT SLOPE I NO FOOTJIIG o - 2" I 12' MODERA ~ SLOPE FOOTJIIG 2"tt:r - 1-10" TYPE III STEEP SLOPE FOOTJIIG ) 1-10" NO~S: t NO FOOTJIIG REQl.R5D EXCEPT WtEN ADDRESSNl EROSION UNTl. TtE ca.etED BEAM LENGTH AN) l.J'RIGHT tEICJiT OF TtE ENCLOSlJE EXCEEDS 55'-0" THEN A TYPE I FOOTJIIG IS RE~ 2. MONOUTHC SLABS AN) FOOTNGS SHALL BE MN. 2,500 PSI CONCRETE WIllI 8x8-1Ox1O WB.DED WRE MESH OR FliER MESH MAY BE USED N LEU OF MESH. 3. F LOCAL BlA.DNl CODES REOLR:S A WNN FOOTNl USE TYPE I FOOTJIIG OR FOOTJIIG SECTION RE~ BY LOCAL COOE. LOCAL CODE GOVERNS. SLAB DET ALS ADDRESSING EROSION "- Lawrence E. Bennett, P.E. Q\IL EHGH:ER - 0lEVEL0PIEHT OONSU.TANT P.o. BOX 4381, SOUTH DAYTONA, FL 32121 TB..EPHOtE (llO4) 787-4774 FAX (llO4) 787-_ SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED" WHOlE OR" PART WITHOUT TtE WRTTeI PEHG8ION OF LAWRENCE E.~, P..E. P'-OE 29 SCREENED ENCLOSURES '-' OPTIONAL CONCRETE CM' BLOCK ~ OR BRICK "-.... (1) #4 BAR AT CORNERS AN> 10'-0" r ON CENTER FLL CELLS AN> KNOa<. OUT ~ BLOCK TOP ~SE WITH 3000 PSI ~ PEA ROCK CONCRETEI:J .l- RBBON FOOTN3 OR MONOUTHC F MONOUTHC SLAB IS USED SEE NOTES OF DETALS BB.OW SECTION 1 ANCHOR ALUWU04 FRAME TO WAll OR SLAB WITH 1/4" x 2-1/2" MA~Y ANCHOR ~ e" OF POST AN> 24" ON CENTER MAXMH (1) #4 BAR CONTNJOUS 8' x 8" x 18" BLOCK WAll (MAX.. 32") DEQ( OR QROI.H) LEVEL (2) #4 BARS MK 2-1/2" OFF GROlN> KNEE WALL FOOTING FOR SCREENED ENCLOSURES ~. " -'l' -.. Co . .' -->I. J.- 8' -J. ~. ..4' .... ..- ... II. '., ~"-->I. J.-12"4 ALUWU04 STRUCTUE FOOTNG 2500 PSI CONCRETE WITH (1) #5 BAR CONTNJOUS BARS MK 2-1/2" OFF QROlNl \......--' RIBBON FOOTING TYPE 1 RIBBON FOOTING TYPE 2 AIJ.I.1N.N STRlJC11.H: FOOTNG 2500 PSI CONCRETE wmt (3) #3 BARS CONTHJOU8 BARS MK 2-1/2" OFF GROlN) 2'-0" MK l'I BEFORE SLOPE ~ I 1 J, ~ TYPE I FLAT SLOPE / NO FOOTNG MODERATE SLOPE FOOTNG 0-2"/12" 2"~-~~ TYPE III STEEP SLOPE FOOTNG . f-~ NOTES: t NO FOOTNG REa.w:E> EXCEPT MEN ADDRESStIG EROSION UNTL TI-E cot.etED BEAM LENGTH AN) lI'RIGHT I-EIGHT OF TI-E ENCLOSlR: EXCEEDS 55'-0" nEN A TYPE I FOOTNG 18 REa.w:ED 2. MONOI.JTlfC SLABS AN) FOOTNiS SHALL BE MK 2,500 PSI CONCRETE WITH 6x8-1Ox1O WELDED WR: MESH OR FBER MESH MAY BE USED N LEU OF MESH 3. F LOCAL BlA.Dt4G CODES REaw:ES A ~ FOOTNG USE TYPE I FOOTNG OR FOOTNG SECTION REQURED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB DET ALS ADDRESSING EROSION Lawrence E. Bemett, P.E. aw.. B<<JN:Sf . DE\lB.OfU!HT CONlIU.TANr p.o. BOX 4381, IClUTH DAYTONA, FL 32121 TElS'HCH! (804) 787-4774 FAX (804) 787-_ '- SEAL PAQE @ COPYRIGHT 1SaG8 NOT TO BE REPAaXJCED N WHOlE OR N PART WITHOUT nt: WRrTTEN PER.BlON a= LAWRENCe E~. P.E. 29 'SCREEN, VINYL & GLASS ROOMS \ " '"----'" (2) .-.0 x ... &tEET a.trr AL SCREW NTO 8CREW SLOTS ANCHOR ... x :r PLATE TO Ca<<::RETE WITH V4" x 2-1I:r CONCRETE ANCHORS ~ e- OF EAai sa: OF EAai POST AN) 24" O.c. MAX. t.fi. 3- v:r SLAB 21500 PSI CONe. 8x8-1Ox1O W.WM. OR FBER M:SH .. /, . 4 SECTION 3 BEAMIH:ADER ALTERNATE CONECTION DET AI. :r x :r x 0.083" ANGLE CONECT lADfT . BEAMII-EADER AKJ a-tAR RAL ... x :r EXTRUSION 1-118" t.fi. IN C<JNa:ETE VAPOR BARRER lNJER CONCFETE .HOllOW POST TO BASE AND HOllOW POST TO BEAM DETAil :r x :r OR :r x 3" OR :r SMI POST ',,- " o 0 ----- ANa-tOR ... x :r PLATE TO Ca<<::RETE WITH V4" x 2-1I:r CONCRETE ANa-tORS ~ e- OF EAai sa: OF EAai POST AT 24" O.C. MAX. OR TtRXJGH ANGLE AT 24" O.c. MAX. r: t.fi. 3- v:r SLAB 21500 PSI CONe. 8x8-1Ox1O W.WM. OR FSER M:SH (4) .-.0 x 1I:r 8.MS. EAai sa: OF POST tEADER BEAM H-BAR OR GUSSET PLATE :r x :r x V18" ANGLE EAai SIlE ATTAai TO POST AN) CONCFETE AT LOAD BEARING WALL WITH (2) m x 1I:r 8.MS. EAai SIlE ... x r EXTRUSION 1-118" t.fi. IN C<JNa:ETE VAPOR BARRER SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL Lawrence E. Bennett, P.E. QVL ENGINSER . DE'l/B.ClIPM9n' CCNtJU.TANr P.o. lOX ..... aount DAYTONA. Fl. 32121 TB..I!PHCH! (804) 787-..n.. fAX (1104) 787-_ '-, SEAL PAGE @ COPYRICiHT 1088 NOT TO BE FEPRClDUCED N WHCllJ: OR N PART wmtOUT 1lE WRTl9f "UW..ON OF LAWRENCE E. ~, P.E. 71 SCREEN, VINYL & GLASS ROOMS G (2) .f1O x 1" StEET METAL ~ MO sat:W SLOTS ANCHOR 1" x %' PLATE TO CONCRETE WITH 114" x 2-1I%' CONCRETE ANCHORS WITHN 8" OF EAaf SIlE OF EAaf POST AN) 24" 0.0. MAX. MK 3-1I%' SLAB 2500 PSI CONe. 8x8-1Ox1O W.WJA. OR FliER ~ SECTION 3 BEAMItEADER ALTERNATE CClNECT10N DET AI. %' x %' x 0-083" ANGLE COt<N:CT lAEHT . BEAMItEADER AN) afAR RAL 1" x %' EXTRUSION 1-118" MK IN CONCRETE VAPOR BARRER lNlER CONCRETE .HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAL %' x %' OR %' x 3" OR %' 8MB POST '" ,,-- . o 0 o 0 ------ ANCHOR 1" x %' PLATE TO CONCRETE WITH 114' x 2-1I%' CONCRETE ANCHORS WITHN 8" OF EAaf SIlE OF EAaf POST AT 24' O.C. MAX. OR T'tR)l.JGH ANOLE AT 24" O.C. MAX. r: MK 3-1I%' SLAB 2500 PSI CONe. 8x8-1Ox1O W.WJA. OR FliER J.ESH (4) .f1O x 1I%' SJA.S. EAaf SIlE OF POST tEADER BEAM H-BAR OR GUSSET PLATE %' x %' x 1118" ANGLE EACH SIlE ATTAaf TO POST AN> CONCRETE AT LOAD BEARHG WALL WITH (2) .f1O x 1I%' SJA.S. EACH SIJE 1" x f' EXTRUSION 1-118" MK IN CONCRETE VAPOR BARRER SELF-MA TING POST TO BASE AND SELF-MATING POST TO BEAM DET AL Lawrence E. Bennett, P.E. ava. El'GNi!R - De\lELQPIEHT caeu.. TANT P.o. lOX 438e, IOUTH DAYTONA, A. 32121 TElS'HCltE (004) ""'-4714 FAX (804) .,..,-_ '--- SEAL @ COPYRIGHT 'lDe8 NOT TO IE REPRODUCED .. WHOLE OR .. PART wrTHOUT TtE WRl'lEN !"ER..ON CF LAWRENCE E BENETT, P.E. PAGE 71 SCREENED ENCLOSURES SECTION 1 ~. ANCHOR 1" x 2'" x 0.044" PLATE TO CONCRETE WITH V4' x 2-V2'" CONCRETE ANCHORS WITHN 8" OF EACH SI)E OF EACH POST AT 24' O.c. MAX. OR TtRXJGH ANGLE AT 24" O.c. MAX. POST SIZE DE1"EJMED BY ENGN:ERHG TABLES ---- V4" DlAMElCR 1lRJ-BOL TS 1" x 2'" EXTRUSION MN. 3-V2'" SLAB 2500 P.8.L ~ 8 x 8 - 10 x 10 WELDED WH: MESH OR FBER MESH CONCRETE VAPOR BARRER I.NJER CONaETE POST TO PLATE TO CONCRETE DETAIL ANCHOR 1" x 2'" x 0.044' PLATE TO CONCRETE WITH V4" x 2-V2'" CONCRETE ANCHORS WITHN 8" OF EACH SI)E OF EACH POST AT 24' O.c. MAX. OR TtRXJGH ANGLE.AT 24' O.C. MAx. POSTS GREA TEA ntAN 2" x 3' DE1"ERWED BY EHGIEERNJ TABLES 2" x 2" x VS" ANGLE EACH SI)E ATTACH TO POST AN) CONCRETE AT LOAD 8EARNG WALL WITH (2) MN. .-xl x V2" 8.M8. EACH SI)E 1" x 2'" EXTRUSION '--/ MN. 3-V2'" SLAB 2500 P.8.L CONCRETE 8 x 8 - 10 x 10 WELDED WH: MESH OR FBER MESH C~ VAPOR BARRER lKlER CONCRETE NOTE: ANGLES AS SHOWN ABOVE MAY BE USED TO CClNECT ~ AN) f'\R.NI AL TERNA TE POST TO BEAM AND PLATE TO CONCRETE DETAIL ANCHOR 1" x 2'" x 0.044' PLATE TO CONCRETE WITH V4' x 2-V4' ANCHORS WITHN 8" OF EACH EACH POST AT 24' O.C. MAX. x 4" POST AS ~ BY TABLE 1" x 2'" EXTRUSION MN. 3-V2' SLAB 2500 P.8.L 8 x 8 - 10 x 10 WELDED WH: MESH FBER MESH CONCRETE VAPOR BARRER lKlER CONCRETE SIDE WALL POST TO PLATE TO CONCRETE DETAIL Lawrence E. Bennett, P.E. alii. EMJI&iR - DaiEI.CAENT OONU. TANT P.o. lOX ..... IOUTH DAYTONA, FL 32121 1ELS'HOfE (804) 1~-4T74 PAX (804) 1~-_ SEAL @ COPYRIGHT 1898 NOT TO BE REPROOlJCa) .. WHOlE OR .. PART WITHOUT TIE WRTTEN "SI18l11CW OF LAWRENCE E 1IBN!'tT. P.E PAGE 31 SCREENED ENCLOSURES SECTION 1 \-- . ANCHOR 1" x 2" x 0.044' PLATE TO CONCRETE WITH V'" x 2-V2" CONCRETE ANCHORS ~ 6" OF EAa-t SI)E OF EACH POST AT 2..' O.c. MAX. OR lKtOUGH ANGLE AT 2..' O.c. MAX. POST SIZE DETERMN:D BY ENGN:ERNG TABLES ______ V'" DWoETER llRJ-BOL TS 1" x 2" EXTRUSION MN. 3- V2' SLAB 2500 P.Sl CONCRETE 8 x 8 - 10 x 10 WB.DED WIE t.ESH OR FBER t.ESH CONCRETE VAPOR BARRER l.N)ER ~ POST TO PLATE TO CONCRETE DETAIL ANCHOR 1" x 2" x 0.044' PLATE TO CONCRETE WITH V'" x 2-V2" CONCRETE ANCHORS ~ 6" OF EAa-t SI)E OF EACH POST AT 2..' O.c. MAX. OR TKroUGH ANGLE . AT 2..' O.C. MAX. 1" x 2" EXTRUSION POSTS GREA TEA THAN 2" x 3' DE1'EFlW-ED BY ENGN:ERHG TABLES 2" x 2" x VS' ANGLE EACH SI)E ATTAa-t TO POST AN> CONCRETE AT LOAD BEARNG WALL WITH (2) MN. #10 x V2" 8.M.8. EAa-t 8IJE .d .. ... 4 . . . VAPOR BARRER lNlER CONCRETE NOTE: ANGlES AS SHOWN ABOVE MAY BE USED TO CONECT ~S AN> P\R...HS ',--. MN. 3- V2" SLAB 2500 P.Sl CONCRETE 8 x 8 - 10 x 10 WB.DED WIE t.ESH OR FliER t.ESH CONCRETE AL TERNA TE POST TO BEAM AND PLATE TO CONCRETE DETAIL ANCHOR 1" x 2" x 0.044' PLATE TO CONCRETE WITH V'" x 2-V'" ANCHORS W~ 6" OF EAa-t EACH POST AT 2..' O.c. MAX. x ... POST AS DETERMN:D BY TABLE 1" x 2" EXTRUSION 4 . MN. 3-V2' SLAB 2500 P.Sl 8 x 8 - 10 x 10 WB.DED WIE MESH FBER t.ESH CONCRETE VAPOR BARRER l.N)ER CONCRETE SIDE WALL POST TO PLATE TO CONCRETE DETAIL Lawrence E. Bennett, P.E. eM. BG\&R - OE\'B.CRENr CON!lLTANr P.o. lOX ..... IOUTH DAYTONA, FL 32121 1'B.BIHONE (804) 7ff7-4T14 FAX (804) 7ff7-8558 SEAL. @ COPYRIGHT 1988 NOT TO BE REPRODUCED If WHOlE OR If PART wmtOUT nt: WIITTEN "eR18~ OF LAWRENCE E BeH!'tT, P.E. PAGE 31 SCREEN, VINYL & GLASS ROOMS SECTION 3 ',,---, 3- V2" SLAB ON GRADE OR RAISED FOOTNO "-- LW ----, FOR MAX. lJIRIOHT LENGTH 1" x 2" VAlES NO MAX. (ELEV. SLAB OR ON GRADE) /~ I ROOF SELECT EDGE BEAM TABLE 3 . 1 . 1 AN)/OR TABLE 3 . 1 . 2 J: --1 TYPICAL GLASS ROOM WITH SOlD ROOF. TYPICAL FRoNT VEW FRAMNG · (I-EIGHT OF lPRIGHT IS MEAsu:ED FROM TOP OF 1"x2" PlATE TO BOnOM OF WAll. BEAM) ALTERNATE CONECTION AT FAsaA All.OWED LOAD WDTH SEE SECTION 7 FOR DETALS FOR ROOF PANELS -- SOLD ROOF rr=L~~ P/2-:=k ..... J I- O.H. EXlSTNO SIZE BEAM AN) COl..lMe STRUCT1..R: PER TABLE8 , ',-- VARES p · PRO.ECTION FROM BI..DO. u LW · LOAD WDTH L P VARES --J TYPICAL SCREEN I GLASS ROOM NOTES: ANCHOR 1" x Z' OPEN BAa< EXTRUSION WITH 1I40x2-1I40 CONCRETE FASTaEA ~ OF Z-O" ON CENTER AN) ~ e- OF lJIRIOHT ANCHOR 1" x Z' TO WAll. WI1lf 2-1IZ' t10 8t&T ~AL SCREWS WITH WAStERS Z-O" ON CENTER. ANCHOR BEAM AN) ~ NTERNAU. y OR WTH ANCHOR Q.F8 AN) t10 saw:wS AN) WAStERS. Mt&UA SLAB THCKIESS FOR SLAB ON GRADE IS 3-1IZ' CONCa:TE. SELECT FRONT WALL BEAM FROM TABLE USINCJ lARGER oAo VAI...L.E OF P/2 OR P/2 + O.H. -po IS CLEAR DISTANCE FROM HOST STFIJC1'lR: TO FRONT WAll. BEAM. Lawrence E. Bemett, P.E. alii. INII\I!Bf - ~ COHSU. TAN'(' p.o. lOX ..... IOUYH DAYTONA. FL 32121 TB.I!PHClNI! (804) m.477 4 'AX (104) m-_ 8EAL @ COPYRICiHT 1888 NOT TO IE ._'..OI)lICEl) N WHOLE OR N PART wmtOUT TlE WRrTBI PER..ON OF LAWAEHCE E IENETT, PE. ~ ~AOE 69 SCREEN, VINYL & GLASS ROOMS SECTION 3 \....." . 8B.ECT EDGE BEAM TABlE 3 . 1 . 1 AN)/OR TABLE 3 . 1 . 2 /~ ROOF 3-112" SLAB ON GRADE OR RAISED FOOTNl I'-- LW --, FOR MAX. lPRDiT LENGnt 1" x 2" V ARES NO MAX. (ELEV. SLAB OR ON GRADE) I J: -1 TYPICAL GLASS ROOM WITH SOlI) ROOF. TYPICAL FRONT YEW FRAMN3 · (tEIGHT OF lPRDiT IS ME,\SlHD FROM TOP OF 1"Kr PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONECTION AT FAsaA ALLOWED SEE SECTION 7 FOR DETALS SOlI) ROOF LOAD WDnt FOR ROOF PANa.8 ft=L:;+ P/2 -= ..... -- SIZE BEAM AN) COI.UlfHS PER TABLES J O.H. EXlSTNl STRUCTlFE .'-...- P · PRO.ECTION FROM BlDG. LW · LOAD WDnt VARES L P VARES ---J TYPICAL SCREEN I GLASS ROOM NOTES: ANCHOR 1" x :1' OPEN BAa< EXTRJ8ION WITH 114-x2-114- CONCRETE FASTEN:R MAXMN OF Z-C1" ON CENTER AN) WITHN e- OF lPRDiT ANCHOR 1" x :1' TO WALL WITH 2-11:1' .-to stEET METAL ~S WITH WAstf:RS Z-CY ON CENTER. ANCHOR BEAM AN) COllMil NTERNALL Y OR WTH ANCHOR a.FS AN) .-to SCHaWS AN) WASI-ERS. ........ SLAB 1lICIOESS FOR SLAB ON GRADE IS 3-11:1' CONCRETE. 8B.ECT FRONT YMU. BEAM FROM TABLE ustG LARGER -A- VALlE OF P/2 OR P/2 + O.H. "P' IS CLEAR DISTANCE FROM HOST STRIC'I"lR: TO FRONT WALL BEAM. '-, Lawrence E. Bemett, P.E. Q\/L BGIIESf - OE\/B.QIIMM' OOHSI.I.. TANT P.o. lOX ..... IOUJH DAYTONA, A. 32121 1B.B'HONI! (104) 7fr7-4T74 FAX (804) 7fr7-_ SEAL @ COPYRKiHT 1D88 NOT TO IE ._'..ODUCED N WHCt.E OR N PART WITHOUT THE WRTlEN ~'qIlON a: LAWf&CE E.IBI'ETT, P.E .~ I;'AQE 69 \..- SCREENED ENCLOSURES SECTION 1 Table 1.3: Allowable Spans For Primary Screen Wall Members (Post' Upright Height) Aluminum Alloy 6063 T-6 . ~ Load Width = Uorlaht Spaclng- Hollow Sections 3' -0" ( 4'-o"T 5'-0" 6'-0" I 7'-0" T 8'-0" I 9'-0" >-<. Allowable Helaht "H"' 2" x 2" x 0.032" 8'_9" '[ 7'-7" J 6'-10" 6'_2" S'.9" S'-4" 5'_1" 2" x 2" x 0.036" 9'_2" ~ 7'-1" 6'-S" 5'-11" 5'.7" S'-3" 2" x 2" x 0.044" 9'-11" 8'-8" 7'-9" 7'-1" 6'-6" 6'-1" 5'.9" 2" x 2" x 0.055" 10'-11" 9'-S" 8'.5" 7'-8" 7'-2" 6'-8" 6'-3" 2" x 3" x 0.056" 14'.11" 12'.11" 11'.7" 10'-7" 9'.10" 9'-2" 8'.8" 2" x 4" x 0.050" 18'-6" 16'-0" 14'-4" 13'.1" 12'.1" 11'-4" 10'-8" Load Width = Uorlaht Spacing Self Mating Sections 3'-0" 4'-0" I 5'-0" 6' -0" 7'-0" I 8'-0" I 9'-0" Allowable Helaht "H"' 2" x 4" x 0.038" x 0.100" 19'-6" 16'-11 1 S '.2 " 13'.10" 12'-9" 11'-11" 11 '-3" 2" x 6" x 0.060" x 0.120" 2$'.10" 2S'-o' 22'-4" 20'-S" 18'.11" 17'.8" 16'-8" 2" x 7" x 0.056" x 0.120" 33'.0" 28'.7" 2S'-7" 23'-4" 21'-7" 20'-3" 19'-1 " 2" x 8" x 0.072" x 0.224" 42'-4" 36'.8" 32'.10" 29'-11" 27'-9" 2S'-11 " 24'-6" 2" x 9" x 0.072" x 0.224" 46'-4" 40'.2" 3S'-11" 32'.9" 30'-4" 28'.5" 26'.9" 2" x 9" x 0.082" x 0.306" SO'.7" 43'-10" 39'-2" 3S'.9" 33'.1" 30'.11 " 29'.2" Load Width · Uorlght Soaclng Snap Sections 3' -0" I 4'-0" 6'-0" I 6'-0" 7' -0" 8' -0" T 9'-0" Allowable Height "H"' 2" x 2" x 0.041" 11'-6" 9'-11" 8'.11" 8'.1" 7'-6" 7'.0" 6'.7" 2" x 3" x 0.045" 14'-10" 12'.11" 11'-6" 10'-6" 9'.9" 9'.1" 8'.7" 2" x 4" x 0.045" 18'.S" 1S'-11" 14'-3" 13'-0" 12'.1" 11'-3" 10'.8" 2" x 6" x 0.062" 31'.3" 27'-1 " 24'-3" 22'.1" 20'-6" 19'-2" 18'-1" 2" x 7" x 0.062" 35'-0" 30'-4" 27'-2" 24'.9" 22'-11" 21'-S" 20'-3" * Ma>eimum chair rail spacing is 7'- 0" o.c. Thus with chair rail @ 2'- 6" the ma>eimum wall height without additional chair rail is 9'- 6". Using screen panel width 'W' select upright length "H". . Example: Screen panel width 'W' = 4'-0"; Ma>eimum "H"for a 2" x4" xO.038" xO.100" Self Mating Beam = 116'-11" ~ Lawrence E. Bemett, P.E. alii.. BGNBI . Da&.0fU!HT 00MllU. TANr P.o. BOX ..... 8ClUTH DAYTONA, A. 32m 1B.JIIHOtoE (804) 717-477. fAX (804) 717-_ SEAl. @ COPYRIQHT 1008 PAGE NOT TO BE REPACXXICED N WHOLJ: OR N PART wmtOUT TltE WFIT1BI ~.IIION a: LAWflENCE E~, P.E, 35 ------ . \.- SCREENED ENCLOSURES SECTION 1 Table 1.3: AI!lowable Spans For Primary Screen Wall Members (Post I Upright Height) Aluminum Alloy 6063 T-6 . ~ Load Width = Upright Spacing Hollow Sections 3'-0" I ( 4'-0") I 5'-0" 6'-0" I 7'-0" I 8'-0" 9'-0" ..>-<;... Allowable Height "H" 2" x 2" x 0.032" 8'-9" 7'.7" J 6'-10" 6'-2" 5'-9" 5'-4" 5'-1" 2" x 2" x 0.036" g'-2" ~ 7'-1" 6'.5" 5'.11" 5'.7" 5'_3" 2" x 2" x 0.044" 5 '-11" 8'.8" 7'.9" 7'.1" 6'-6" 6'.1" 5'-9" 2" x 2" x 0.055" 1 J'-11" 9'-5" 8'.5" 7'-8" 7'-2" 6'-8" 6'-3" 2" x 3" x 0.055" 14'.11" 12'-11" 11'.7" 10'-7" 9'-10" 9'-2" 8'-8" 2" x 4" x 0.050" 18'-6" 16'..()" 14'-4" 13'.1" 12'-1" 11'-4" 10'-8" Load Width = Upright Spacing Self Mating Sections 3'-0" 4'-0" I 5'-0" 6' -0" 7'-0" I 8'-0" I 9'-0" Allowable Height "H" 2" x 4" x 0.038" x 0.100" 19'-6" 1ti'-11'. 15'.2" 13'.10" 12'-9" 11'-11 " 11'-3" 2" x 6" x 0.050" x 0.120" 26'-10" 4!~'-U' 22'-4" 20'-5" 18'.11" 17'-8" 16'-8" 2" x 7" x 0.055" x 0.120" 33'.0" 28'.7" 25'.7" 23'-4" 21'-7" 20'-3" 19'-1 " 2" x 8" x 0.072" x 0.224" 42'-4" 36'.8" 32'.10" 29'.11" 27'-9" 25'.11" 24'~" 2" x 9" x 0.072" x 0.224" 46'-4" 40'-2" 35'.11" 32'-9" 30'-4" 28'-5" 26'-9" 2" x 9" x 0.082" x 0.306" 50'.7" 43'-10" 39'.2" 35'.9" 33'.1" 30'.11 " 29'-2" Load Width · Upright Spacing Snap Sections 3'-0" 4'-0" 5'-0" I 6'-0" 7'-0" I 8'-0" 9'-0" Allowable Height "H" 2" x 2" x 0.041" 11'-6" 9'-11" 8'.11" 8'-1" 7'-6" 7'-0" 6'_7" 2" x 3" x 0.045" 14'-10" 12'.11" 11'-6" 10'-6" 9'-9" 9'.1" 8'-7" 2" x 4" x 0.045" 18'-5" 15'-11" 14'-3" 13'..()" 12'.1" 11 '-3" 10'-8" 2" x 6" x 0.062" 31'-3" 27'-1 " 24'-3" 22'-1" 20'-6" 19'-2" 18'-1 " 2" x 7" x 0.062" 35'-0" 30'-4" 27'-2" 24'-9" 22'-11" 21'-5" 20'-3" * Ma)(jmum chair rail spaCing is 7'- 0" o.c. Thus with chair rail @ 2'- 6" the ma)(jmum wall height without additional chair rail is 9'- 6". Using screen panel width 'w' select upright length "H". . Example: Screen panel width 'w' = 4'-0"; Ma)(jmum "H" for a 2" x4" xO.038" xO.100" Self Mating Beam = ~ 16'-11" I Lawrence E. Bemett, P.E. Q\II. BGNlER - DIEWI.CR&n" 00M9tl. TANT P.Q. lOX ..... IClUnf DAYlllNA. A. 32121 TB.IJIHCN! UI04) 787-4774 FAX UI04) 787-_ SEAl.. @ COPYAIOHT 1088 PAGE NOT TO IE REPRODUCED N WHOlE OR N PART WITHoUT TlE WRT1Bt "'StI-.1I0N OF LAWRENCE E 1ENlJjTT, P.E. 35 SEAL PAGE 132 SECTION 7 SOLID ROOF PANEL PRODUCTS IT J 12" f 1 12- x VARIOUS HEIGHT RISER ROOF PANEL Table 7,5.3: Allowable Spans for Royal Aluminum PANS for Various Loads Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28 Wind Re Ion 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H, 140 M.P. . Note: C ndltlon 2'-4" 3'-4" 8'_5" g'-7" 7'-11" 9'-1" 7'_7" 8'.9" 7'.3" 8'-6" 8'.1" Wind Re Ion 102 M.P,H. 110 M.P.H. 120 M.P,H. 125 M.P.H. Table 7.5.4: Allowable Spans for Royal Aluminum PANS for Various Loads Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28 3" x 12" x 0.019" Riser Pan"s Onen Build Intis Enclosed Bulldlntls Wind Applied Ov rhantl Condlll "n Wind Applied Overhsnn Condition Retllon Load NONE 1'-4" . 2'-4" 3'-4" Realon Losd NONE 1'-4" 2'-4" 3'-4" 102 M.P.H. 17 12' -10" '12'-11" 13'-5" 14'.2" 102 M.P.H, 2. 9'.10" 1 0'.0" 10'.7" 11'.6" 110 M.P.H. 20 11'-10" 11',11" 12'-6" 13'-3" 110 M.P.H. 35 8' -11" 9'.2" 9'.10" 10'-9" 120 M.P.H 2~ 11 '-a" , 11'-3" 11'-9" 12'-7' 120 M.P.H. 41 8'-3" 8'-6" 9'-2" 10'.9" 125 M.P.H. 28 10'-4" 10'-7" 11'-1' 11'-11" 1211 M.P.H. 45 1'-11" 8',2" 8'-10" 9'.11" 140 M.P,H. 32 g'-4" 9'-7" 10'-2" 11'-1" 140 M.P.H, 58 1'.1" 1'-4" 8'-1" 9'.3" 3" x 12" x 0.028" Riser Panel, Ou en Build nas Enclosed Bulldlnas Wind Applied Ov rhano Condition Wind Applied OverhanG Condition Realon Load NONE 1'-4" 2'-4" 3'-4" Realon Load NONE 1'-4" 2'-4" 3'-4" 102 M.P.H. 17 16'.r 16'.2' 16',7' 17 -2' 102 M.P,H, 29 12'-4' 12'-6' 12'.1 l' 13'.8' 110 M.P,H. 20 14'-1U' .14'.11" 1:1"-4' 15'-1 f 110 M.P.H. 35 11'-r 11'.5" 11 ,11' u=9' 120 M.P,H. 23 13'.10" '13-11' 14'.5' Hi'-" 120 M.P.H. 41 10'-4' 10'.7' "'." ff:rT"" 125 M.P.H. 26 1 ;l'.11" 13'.2' 13'.7 14'-4' 125 M.P.H. 45 g'.1"I" 10'.1' 10'.Il" 1./ 140 M.P,H. 32 11.9' 11'.11 12' -5' 13'=2" 140 M.P.H. 58 1l'.lO' -go.,' 9'-9" 10',8' 3" x 12" x 0.032" Riser Panel Onen Build ntls Enclosed Bulldlntls Wind Applied Ov rhann Condition Wind Applied Overhann Condition Realon Load NONE 1'-4" 2'-4" 3'-4" Realon Load NONE 1.-4" 2'-4" 3'-4" 102 M.P.H, 17 17'.10" 17'.11" 18'-3" 18'.9" 102 M.P.H, 29 13' .7" 13' .g" 14'.2" 14'-11" 110 M.P.H. 20 16'-S" 16'.6" 16'.11" 17'-6" 110 M.P.H. 35 12'.5" 12'-7" 13' .0" 13'.9" 120 M.P.H. 23 lS'-4" lS' .5" 15'-10" 16'.S" 120 M.P.H, 41 11'.5" 11'.8" 12'-2" 12'-11" 125 M.P.H. 26 14'.S" '14'-6" 14'_11" lS'.7" 125 M.P.H. 45 10'.11" 11'.1" 11'.8" 12'.6" 140 M.P.H. 32 12'-11" 13'-1" 13'-7" 14'_3" 140 M.P.H. 56 9'.10" 10'.0" 10'.7" 11'-6" Note: Total roof panel width = room width plus wall width plus overhang. Lawrence E. Bennett, P.E. aw. ENGNEER - DfMLcjAEHr CCWSlL TANT' P.o. BOX 4388, IOtmI ~AYTONA, A. 3212t TB..EPHCltoE (804) 7f1T-4T74 FAX (1104) 787-_ ~ u.s. t-DiWAY 441 EAST P.O. BOX 895008 LEEsau:m, FL 34789-5008 Ta.EPHON:: (904) 787-.000 FAX: (904) 787-6031 FLORIJA 1-800-342- 3822 NA T10NAL 1-800-87<4-906S @ COPYRIOHT 1888 NOT TO BE REJ'RODUCS) N WHOlE OR N PART WITHOUT TK: WRT11:N ~.8IaN OF LAWfeCE E. Bf.NETT, P.E. . , SECTION 7 SOLID ROOF PANEL PRODUCTS IT J 12" f J. 12- x VARIOUS HEIGHT RISER ROOF PANEL Table 7.5.3: Allowable Spans for Royal Aluminum PANS for Various Loads Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28 Wind R Ion 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 1..0 M.P.H. Note: Condition 2'-0" 3'-0" S'-5" 9'-7" 7'.11" 9'.1" 7'.7" S'.9" 7'.3" S'~" 6'.9" S'.l" Wind Re I n 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. Enelo.ed Bulldln . Applied Overhan Condition Load NONE 1'-0" 2'-0" 3'-0" 29 ..." 6'.1" 6'.11" 8'-3" 35 5'.2" 5'_7" 6'.7" 7'-11" ..1 "'.10" 5'-2" 6'.3" 7'.8" ..5 ....7" 4'_11" 6'-1" 7'.7" "'.1" 4'-7" 5'.9" 7'.3" Table 7.5.4: Allowable Spans for Royal Aluminum PANS for Various Loads Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28 3" x 12" x 0.019" Riser Panel ODen Build nas Enclosed Bulldlnas Wind Applied Ov rhana Condition Wind Applied Overhana Condition Realon Load NONE 1'-0" . 2'-0" 3'-0" Realon Load NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 11 12'-10" 112'.11" 13'.5" 14'-2" 102 M.P.H. 29 9'-10" 1 0'.0" 10'.7" 11' .6" 110 M.P.H. 20 11'.10" 11'.11" 12'.6" 13' -3" 110 M.P.H. 35 8'-11" 9'.2" 9'-10" 10'.9" 120 M.P.H. 23 11'-0" 11'.3" 11'-9" 12'-7" 120 M.P.H. ..1 S'-3" 8'-6" 9'.2" 10'.9" 125 M.P.H. 28 10'-4" 10'-7" 11'.1" 11'-11" 125 M.P.H. ..5 7'-11" S'-2" S' -10" 9'-11" 1..0 M.P.H. 32 g'-4" 9'-7" 1 0' .2" 11'.1" 1..0 M.P.H 58 7'-1" 7'-4" S'.I" 9'.3" 3" x 12" x 0.028" RI.er Panelt Ou en Build Ihas Enclosed Bulldlng-. Wind Applied Ov e hana Condition Wind Applied Overhana Condition Realon Load NONE ,1'-0" 2'-0" 3'-0" Realon Load NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 16'-1" 16'.2' 16'.7 17-2' 102 M.P.H. 29 1"...... 1 "'.tl" 12'.11 13'.8" 110 M.P.H. 20 14'.lU' 14'-11 1:1...... 1:1"11' 110 M.P.H. 35 11-'" 1 '.5' 11'.11 u=9" 120 M.P.H. 23 13'-10' 13'-11 14'-:1' 15'.1' 120 M.P.H. ..1 10'-4" 11 .7 " .,' 1".11 125 M.P.H. 28 12'.11" 13'.2" 13'.7' 14'-4" 125 M.P.H. ..5 9'.1"1' 11 -1 10'.8' 11'.7' 1..0 M.P.H. 32 11'.9" 1.11' ]l'.:r 13'.". 1..0 M.P.H. 58 I:1".1U" 9.f 11'.9' lU'.8' 3" x 12" x .032" RI.er Panels Onen Bulldlrh.s Ene/o.ed Bulldlna. Wind Applied Ove~hana Condition Wind Applied Overhana Condition Realon Load NONE 1'-0" 2'-0" 3'-0" Realon Load NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 11 17'-10" l' '-11" 18'.3" 18'-9" 102 M.P.H. 29 13'-7" 13'-9" 14'.2" 14'.11" 110 M.P.H. 20 16'.5" 6'.6" 16'.11" 17'.6" 110 M.P.H. 35 12'.5" 12' -7" 13'.0" 13'.9" 120 M.P.H. 23 15'-4" 5'.5" 15'.10" 16'-5" 120 M.P.H. ..1 11'.5" 11'.S" 12'.2" 12'.11" 125 M.P.H. 28 1"'.5" 4'.6" 14'.11" 15'-7" 125 M.P.H. 45 10'.11" 11'_1" 11'.8" 12'.6" 1..0 M.P.H. 32 12'.11" ,3'.1" 13'_7" 14'-3" 140 M.P.H. 58 9'-10" 10'.0" 10'.7" 11'.6" Note: Total roof pane' width · room width plus wall wid1h plus overhang. SEAL Lawrence E. ~nnett, P.E. Q\IL BGN:ER . Da'El. CONIU. TANr p.o. BOX 4388, 80UTH AYTONA, Fl. 32121 TB..EPHClfE (1104) 787-4774 FAX (1104) m-85lle ~ U.s. HGHWAY 441 EAST P.O. BOX 895008 LEES8I.R3, FL 34789-5008 TB.EPHONE: (804) 787-4000 FAX: (804) 781-8031 FLORDA 1-800-342"3822 NATIONAL 1-800-874-9085 PAGE 132 @ COPYRIGHT 1888 NOT TO IE REPRODUCED H WHOlE OR H PART WITHOUT THE WRTTEN ~1S8lON a: LAWRENCE E EIEHETT, P.E