Loading...
HomeMy WebLinkAbout08-6902 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 RESIDENTIAL SWIMMING POOL 6902 Permit Number: 6902 Permit Type: SWIMMING POOL RES. Class of Work: POOUNEW Proposed Use: NOT APPLICABLE Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: Address: 6412 HUNTINGT N DR ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: SILVER OAKS Parcel Number: 03-26-21-0120-00000-098 57,664.00 8/27/2007 388.24 388.24 8/27/2007 FIBERGLASS POOL WI ENCLOSURE Name: BOS, MICHAEL & KAREN Address: 6412 HUNTINGTON DR ZEPHYRHILLS, FL. 33542 Phone: 813 862-3667 BARRIER R EF REESE ELEC. BARRIER REEF POOLS OF FLORIDA BUILDING FEE PLUMBING FEE ELECTRICAL FEE ~~ nCc~c.9 2- 5-D~ 1UlA..- POOL STEEL POOL DECK & FOOTER POOL ELECTRIC BOND POOL PLUMBING/PRESSURE_ FINAL REINSPECfiON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies, The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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 recordin~ your notice of commencement." . '1r~ '12 -~ "--- .~ ~ ~ N RACTOR PERMIT OFFI .) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO . CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-78Q-0021 JOB ADDRESS oS ~~h 4-11"\ ~ toY'\ 0 IZ- "lA- Fee Simple TItleholder Address I il A I b l..f I )... '\-ilAV\ -+\l~' ~ tv '"' IStlve.r 6A'l.S qh -I L>~ q _\ ,-0 Owner's Name tv\ \ ~ ~ \ Owner's Address I b \.{ I J- Fee Simple TItleholder Name I Date Received Owner Phone Number Owner Phone Number I Owner Phone Number I DESCRIPTION OF WORK I D NEWCONSTR D ADD/ALT D D INSTALL D REPAIR D SFR 0 COMM D OTHER D BLOCK D FRAME D STEEL D OTHER I I Sc... ( ~V"\ E"" c,JOj i---( <iL 0 J.JL r ~ 00 f II 2J<. 2..:0 ~ I tj }C / \) sa FOOTAGE L ,() ,J. 0 I HEIGHT I ~ I YJ(L PARCELlDf:\ '3- "2,(,....Z.I-'Ol 2.0 -00000 -O~ ~ \,) (OBTAINED FROM PROPERTY TAX N011CE) SIGN D MOVE D LOTI 1'\"6 SUBDIVISION WORK PROPOSED DEMOLISH PROPOSED USE TYPE OF CONSTRUCTION ~o..~ eo"f. BUILDING SIZE ~ BUILDING D ELECTRICAL D PLUMBING 0 MECHANICAL $ IlIS,C1 $ VALUATION OF TOTAL CONSTRUCTION AMP SERVICE o SPECIALTY D FLOOD ZONE AREA OTHER PROGRESS ENERGY / CI W.R.E.c: (\JOe . \L..- . tU"'lt 1-'" J\ ~ Coil w g oJ.- -ty DNO 1$ 1$ o GAS D FINISHED FLOOR ELEVATIONS I ROOFING I I o I VALUATION OF MECHANICAL INSTALLATION DYES BUILDER SIGNATURE _ <- Galt ~oTT~1!.. .) \;).. ~ /}'\. c.-,::r:-V\~ Jh Q.J ~nT I :.~~= (Juv..e...(' " ~ "335",-,1 . I COMPANY REGISTERED R.oV\. - L I@N I A\.I.A........ 1i"'.\A.YV\ FEE CURRENT ~N I License # I S;'cc... OS~6 ~;)... Address ELECTRICIAN SIGNATURE Y/N FEE CURRENT License f. YI N FEE CURRENT License I YI N FEE CURRENT License I Y I N FEE CURRENT License I Y/N Address PLUMBER SIGNATURE COMPANY REGISTERED Y/N Address MECHANICAL I SIGNATURE . Address I ~~~~URE I Address I COMPANY REGISTERED Y/N COMPANY REGISTERED Y/N RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms Minimum ten (10) working days after submittal date, Required onsite. Construction Plans. Sanitary Facilities & 1 dumpster Attach (3) sets of Building Plans; (1) set of Energy Forms. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster All commercial requirements must meet compliance, Attach (2) sets of Engineered Plans, -PROPERTY SURVEY required for all NEW construction. COMMERCIAL SIGN PERMIT DIrections: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500. a Notice of Commencement Is required. (AIC upgrades over $5000) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades AlC Fences (PlotlSunley/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILmES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance wit~ 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 Pasco County Building Inspection Division-licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor BlOCk" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify 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. 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, County and City cocIes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government 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 Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WaterlWastewater 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. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "N in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. 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 cocIes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any cocIes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the. permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is 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. FLORIDA JURAT (F _5. 117.03) OWNER OR AGENT - <=--- SUl)sai~ and swOQ"l to (or aflirm~) ~re "1tiS ~n ':7 by (""Q.~\ VO+a..\L\ 4... C t+e'-( ~ islare personally known to me or haslhave produced ~ "De..uio?_ w ~ as identification. CONTRACTOR -- ~ Surai~ and sworn to (or a~) before me th~ '1 \ 7 07 by (:.".t2LI ~ :-hz.1. C-\ 0... D ~ ,,- ~ is/a~nally known to me or has/have produced 1= L.- \.J oIL. \....1.. L as identification. ~...... ~ ~.~ NotaryPublic ~~~ Notary Public ,,~~. Karen L Miller :J!i ..~ Commission # 00609664 ... ... Name of Notary typed, . , Bonded TIOy FlIlIl -I_ne., Inc 800-385-1019 Commissio~NoA G~ K..,eh L. Miller _ :~ ~ ~D609664 Name of ';:;.'. ..'i:. . 29, 2010 ,ft.~ 80_ TIOy FIIln .1.......... Inc. llCJO-38S.1019 Commission No. 09/13/2007 11:17 F~X SlIp " 07 01::Np ~ AIen 813-661-2922 p.1 .- _..I!'LAo4 ...... CONTRACT .........._...... am. ..... .--- , _ _0_ . . .-.. i i Ii JIll J 1- mn , .......-- , , A - 1';(1'- -....- - 4--'-" .... 1M" -- _a7!r"Vl WIIIB_ DUCltI"I. .-... - 4...-- .' ...ID- J ~r-l ~ ;&:~ .. 1 .ft, . - - _Irrv --- - .... -- JIll ... ...r J'; ~~::- ~~ \ ~ ~ ~-_ I' --~.--. . - _1""- ".-._~ --- 1 . _ -. ~ oW '12/<: .r::-~~ 10 :_..5....1- 'l I, j-.-- _ ;..... ::h:-- "lisd7 . -- ~_wIllWI . I I"IJft :t:'~_.---.r .... I _GlIIIIIIr - .-,..' A SQIlVEV OF: ,A POIlTJOII OF LOT 91, SIUI'E~, ~ , PHASE -fIE, AS llECORrJEP IN PLAT BOOK 26 PAGFS 46-49 INCJ,JISIVf, 'OF THE PU8U~ _CORDs OF PASCO COUNrv, FlO1lIVA. SAIP PARCEL BEING fJESCIllBElJ AS" COJIIBICE AT TIE lIE. C~ OF s.up U1T ", SAIP POINT BEING 011 A OIIM' cnrcAVE TO TIE NE...ii~:;AlV CURVE IIAV (NG'A RAPlUS Of "SII. III', CHOIlD OF 1 (} . Of}', CIIOIlD BEARING OF S D9 -4' , 3IJ"E . ; THSICE RlII Alaw; SAID CfBlIIE - fAg ~ ~ SUP Lbf 9' AN ARC Vl~ OF 10.00' TO nE P.T. OF SAIP CUIVf FOR ~ P.O.8.;THEIICE CONnIlUE ALONG SAI,V EAST 8tbIrMIV S lO-26'.f2"E, 70:.(}0';TISICE 1lIIN S 79-33'In, I!D.DO' TO ~ _ST.BaMIMRv OF- SAlp' l(Jf 91; THfNCE IlUN N 10_-26'ft"ll, Al_ SAlP fIE~ BtbIrMRV 41.0" TO TIE P.C. OF A OIIWE TO THE RIGHT, SAIV CURVE HAVING A IlAVIUS OF 3S9~61'; CIIORl1 OF 30.113', CHolZtrB€AIlING OF N 01-03'tJ9"", TIENCE RJJN AUIIG SAIP DID'f All ARC {1lSTAIIcE OF 31).113'; THENcE flPN N 79-""'''E, I1t.7S' TO THE - POINT OF IEGINNING.ctJdAINlNG O.19ZS ACREs . :. , SUBJECT TO A UTI LlTV EASfII!Nl[ 0fIER NItJ ACROSS TIE lIIE~l.y s' ANrJ TIE EAS1FIZLV 10' THEIlEOf. ' . ~c. .3 iWp. 2~ fm<1.. '" n NOrES: ~ t. ~ SUIMV tIILV. t. -lEGAL fJESCIllmOll .ITTEN BY THIS OFFICE. 3. BEARINGS MSfp 011 S "-"6'4t"E (ASSIIIEVI Al._ - i1IE EASr 8tXIIfUy OF Lor 91. 4. THIS SURllEvOR IS NOr RE~IBlE FOR EASEIEIiTS, IZIGffT -fJf-w.VS OR ~S OF llEctJRV II(Jf SMIlN IOEON THAT HIJ1E NJii BEEN FfIRNlsEP TO THIS OFFlCf or THAT HE ~ NO KIIOIItEfJQ; THEIlEOF. ~ FIP . FOUNl1 IllOII PIPE FIR", FOUNJ) lllOll ROD. P .0.8. '" POINT OF lJEGlNNING (141 . IEASIJIlED (tAl.) . CALCQLII1!D' SCt.te- Id.. 30' \ \ I \ P.VQ ~~\, ~" ~5 ~ ~o.. ..\~\'\ a.'I1~~ ~Q 't'" a,,((;.\) c.U"p r:,S'v \SP G.L. STEVE CONS'fllUCTION u.\S~ ~O ~~ THIS CERTIFIES: fMLTEIZ HITCH ~ \. ,.. t.~ S~ ~ THAT WE HAVE ~ A SVRVEY OF Ttfe ABOvE DE~BeD PROPeRTY ~r -: '~S THAT IT IS TRUE '" \'\' . ,....., TH1S f'l.AT IS A TRUE REPftESENTATJON THEREOF AND THE SURVEY AND THIS PLAT CONFORM TO THE MIMMUM TECHNtC.AI. STANDARDS SET FORTH BY THE FLORIDA BOARD_OF lAND SURvEYORS_ IN CHAPTER 21 HH-6 FLA, AbMlNlSTRAnVe CODe PURsUANT TO SECTION <472.027 FlA. STATUTES. . 105 ~ 106 --.. _. FlP( Clary) ~-'. - /i::.\\._ --;,. Q.i5'w. fIR 1'-1'Sid'- 2763;':, lt4 \ 97 \ ~-- \ ~ )' - 107 · fOUNDATION SURVEY PERFORMED 8-13-92 FINAL SURVEY PERFORMED /2-9-92 MCcLAIN.! SESTAK, P.A. ATTOflIEV" S TITLE INSUIlANc:E FUNV SUN BANK_ OF PASCO CtJI.MY _ l(VISE.6(z~ 6IsTMiec5 /n ~"Lt fe.vISdt 6lsT6CCS on nOIaN ~ SOOTH I.DT LIntS Co. l.5 . ~z. 51tl R. ,6JlOwn ( b.SSOC1~TeSt ftJr 38351 Hwy. $4 E, (813) 7sa.6a22fl88-3077 . -- BusItnea.1'IarIdII 33513 19(4) 793-7400_ SURVEYING Et<IGINEERING tiC --7 . '/'l -........ -,./ _' ~.I...:.- /' j____~__~ BILL R. BROWN, P.LS I3S55 - DATE IZ- 10-'2- JOB NO, ~Z.3~7 FlO. BOOK 83 PAGE /5'; '17 FlO, DATE ~-~IIZ"'..9 f~EVIEW DATE.1:,;~"c.~.}" GITY OF ZEPHVR~iL.LS. PLANS EXAMINeF\.,.,--J.~=".. 01\rp1 Y WITH ALL ALL WORK SHALL~ C F{ORIDA BUlLD~';'J PREVAILING CODE;LECTRIC CODE AN.I CODE. NATlp01NlyAiHlLLS ORDINANCES CiTY OF ZE . . / / ,/' ./ // ,,-0 ., ::O<r1-"'"<~--~" A<<t.. \: )C. N t)i(~ \- K. N f---- ,"~'l- -' "",^"7. \. \ ...., ~ - -t -- -.J ~_"-""nJo_.. r~ .~-~ -<L - - -0.,- /.... ~..) ~ -'" "'~ -, ~ \. ~ 2'i-LPJ -"L)<. , , 02 ... :'"~tJ ,~'!:' " ~ rl ... 'f I ('l , I r-=-' x'C ! .--- rl ",: -" ! r \"'I. /'Strc j ~ )1 {'i )l>l rll 1 (''l{'Z ~ -- 1 )1 ~l .-1'1t,1 . I J .j & :t!.:j t'l ,.J I. ''')~<. J ~ ) ~ .~ ~ " I ") ;'f(Z ' j ~ ,j ,-.j' ? 'r , ."( ~.J ..~ ) ~" . ? t"~ ;; J, ~.J ~~ Y-. t~ ~ J ~ T d N J X ...i D <::) ......... ~~ (\ ~ ~-..,.,. ~ ""~ fJ r-< rj. .~ :ct I'~. Q X r. \...J o .,. ~ \\ j.)-\.) fV\ 10M. PJNANCING AVAILABLB CONTRACT rn(J)~QILQiill.lImmmi(lp ~(J:o NEW PATENTED PEAlCSYSTEM FOR POOL ENClOSURES ".; ii' - II ......(811)...,. Fa (813) .....aD "..11 - ........ DalMr.FL ~ CUS"I'OMER JOB ADDRESS (6Cl((\.ef R~S Aos ~""':}'1 DATB~ ~ If J'L }-J ~i nS i-oll Or BOMB PBONB -z-y le c ~ ~ Il (1 7JP "3"3 s</z-- waut PIDiE DESCRIPTION ~~ M1D .... .- ..- loA ~~ - (!Y~--- 1 2 a .. LtV' T'IIII!aF_ .--- e ( ~ 6-<..~ 7 3 IS; DC:> calDR IIZE NII__ c....-1lI_ -- ;)0'" y~ It ((QrrJ( PBO 2:V\dos~ 6 y- X I tJ 5 'f J Fa-~ eu~ .r ~ H-t> '-lS-L -( (Ze'()~ fA);~ I ,..,..~ AI ..RDaF P. .... A1ED DUB /3 IS; 06 IIALAIICE DUE 011 ~ 0WIIIIi.. Ol_ft lIE OWIBMIIEEI1O ~ ",OI_JIY Of JOt UXA1ION'" WIItIN lIS ntUF6tIY utlESR<<J NOr IN WXA1ION Of SI1MCIS OR OIIB _aiaClIONI. lIE OWI&I WIll. PRCMDE MlEQIIA1E M::CEIS 10 JOt&. CQN11tACI'OIS lIAS ASSUMED ElIC1'RIC CUllllENl'WI.l . SUI'IU!D If 0WtEIS FROM fXIImI8 OUILET. DEMIIJ': ..lIE EVENr lIE OWIB SIW1 I'M. 10 lIME IM'I M1MiH1' WIEH lIE SAlE . DUE. ORIM'I PMrlHEllEOF. OR I'M. 10 PEIlfOIIM fUllY AND fIlOW'IU'lIIff CXMIWII' OR . I - _lEI' FORIII, lHEfWlll. _10 RON L AWllf.... lIS IUCCES8DII OR ASSI6IIS. ALL C05IS AND EXPENR 11 1M) RON L AI1lflf-. OR ns SUCCBIIJIIS OR AS88NS MAYlHEIlEIft'. "'10. ~ A IlfASOtNI.f A1'IOINEY FEE. . lIE OWI& IIW.L ~ IMIIIIft OR.PUr INfO IECEMIII. OR I'M. 10 MMEAN M1MiH1'WIEH DUE. OR I'M. 10 PEIlfOIIM IM'I COVENANf .... CONfMB), ALL ......... ..-.0 IlfAU.IECClME DUE IIfIJ MYAIlE UPON WIR1BI NOnCE 1IEIIEOf If iloN L ........ lIS SUCCESSORS ORASIISNS.. 11ISNiIIlEBIlEfll' StW.1. _ UPON.... ADMH$1ItA1OIS. ~ SQOCESSOIlSR<<J ASSIGNS Of lIE OWNERS, __ _ ~_ _.._ _____ ____ ___ _ __ _ _ ~__.... ...., _ a... ~ lID ~I ADF ~ 10 AN EXM:I' COPY ... N Q~ OC~ ~OC') >.'CJii - c 'e ~ ~ t!.:::JJ:: ::I: '- II) C"I >. O_J:: m ''It C- eo QiI N o o a.. ~ E (ij LL (/) o m ~.~~ Cil _J c> 0:: ~ {!! . GI ~ ~ 113 ~ <( o 0.:: o ..J u.. .... o en ..J o o a.. u.. w w 0:: 0:: W 0.:: 0:: <( II) AD::: OW zo.. J:<( OJ: -,~ lr W Z Cl iii w o ~ ~ I ~ ~~I ~ ~: \\.{..'~ '.' . "a'" "..... J .y.... . ,~ , "(- r-~' "-~~ - u Q) C 0 Q) a. 00 GlO::i: .5: ..,. a.. -'/e> ~~ Q;~ 0:: W I- -< ,'-"'" ( , ) f 4" ~'(f '~a: ffJ- E?1 ~ . .s N laaJlS <::: ~ en - Q) ()) I..... U5 Qi -'z ~ U5 'U! ~ 'II OG laaJlS ::i: Gla.. ,,50 ~E~ l'l ::l , "- :J,. ~~~ o>~ Q) u c Q) "0 .- en Q) 0::: . 'II O~ .s M 'U O~ ;: ,.... .... '11 O~ .--Sll:IIlI""".......""-.~.-'lliijiiUi""_.,""",.,~W""'-~.-.~__._""'lJl"""a'.'.'&;"'JJ_""''''"'.,"",,,,,,,,,,,-,,,,....,,,",,,_<_.,,.,,,,,,,.,,.,.,,;;,,,,,,,,,..,,,,,..,,,,.;..,,,,,.,..... MAXIMUM MAIN ROOF BEAM SPANS USING PATENTED RON-L'PEAK INSERT SNAP POST AND EAVE CLIP SYSTEM BEAMS STITCHED@ 16" wrm #100/4" SMS SELF-MATING POST FLAT Gable MANSARD BEAMS SPACING LEVEL Hip 67% Max. o.c. Half-Mansard Flat Section 2x6LOSOx.120 5'0" 20ft lOin. 27 ft lia......) 39ft Oin. 6'0" 19ft lOin. 26ft 8i / 27ft 9in. TO" 18ft 4in. ~ lOin. 25ft 9in. 8'0" 17ft Oin. 23 ft 6in. 24ft 3in. 2x7L055L220 5'0" 23ft llin. 31ft Ilin. 33ft lin. 6'0" 22ft 9in 28ft 6in. 30ft Sin. TO" 21ft 2in. 27ft Sin. 28ft 4in. 8'0" ) 9ft 7in. 25ft lOin. 26ft 9in. 2x8L072L224 5'0" 29ft 3in. 41ft Sin. 42ft Ilin. 6'0" 24ft 4in. 28ft Oin. 39ft Sin. 7'0" 25ft 4in. 35ft 4in. 36ft 8in. 8'0" 23ft Oin. 33ft 4in. 33ft Win. 2:19x.072x.224 5'0" 30ft 3in. 42ft 6in. 43ft Ilin. 6'0" 29ft 6in. 40ft lin. 41ft 9in. TO" 27ft 4in. 37.ft 2in. 38ft lOin. 8'0" 25ft 3in. 35ft 2in. 36ft 6in. 2xlOL092x.389 5'0" 32ft II in. 44ft 4in. 46ft 6in. REQUIRES 2x3 6'0" 31ft lOin. 42ft Oin. 44ft Sin, PURLIN and #12x3/4 7'0" 30ft 2in. 39ft lin. 42ft 1 in. TMS FOR 8'0" 26ft 7in. 36ft Sin. 38ft liD. STITCIIING . . . Sheet OF ,....,........ -.-........ is ~ HElGHTlNDlCATED IS UNSU1'I'OKTED LENGTH BETWEEN SlAB a: BOTrotoI OF 5MB BEAM OR PURUN Riellter Engilleering file. 7 DESIGN CRITEItIA: STRucnJRE CLASSIFICATION: OPEN (REDUCED) . APPLICAIlI.E WIND SPEED ZONES: 100.... . uo mpIt WIND INJIOJlTANCE FACTOIl: 1-0.77 WIND EXPOSURE CATEGORY: BAND C 3 SECOND GUSTFACTOIl PER EXPOSURE CATEGORY DEFLECT1ON: IJIO SCREEN ROOF DESIGN Pll.ESSURE: .... 10 JllI.Isq.ft. BEAM STITCHING: 24' O.c. WITH 1l0a3f4 SMS SCREEN GAOOE: 1....4 (AIR.PERMEABLE CLADDING) MAXIMUM LATERAL PURUN SUPPORT SPACING BETWEEN BEAMS- 6'10" o.Co MARK V. RICHTER PEl ........ spcals ........... 1)8..................-............... Mail: 2007 W. Reynolds St. Plant City, FI 33563 813-754-8148 Fax: 813-752-0512 richter@engineer.com CA0093S6 These Standards &. Plans Meet The 2004 Florida ~ilding Codes with 2006 Supplements &. ASCE 7-02 Maximum Wind Speed ..1JQ. mph lJSE .ON-L PEAK INSERT AND ItON-L CAn: CUP INSERT WN-L "SCIt" BEAMICOUIMNI1IAIL EAt." CONNECTOR (SEE DETAIL{J COLUMNIPOST HEIGHTS vs SPACING .USING PATENTED RON-L PEAK INSERT SNAP POSTS AND BCR CLIP SYSTEM POST COLUMN POST 110 MPH 120 MPH 130MPH 140 MPH SPACING II psf 14 psf 16 psf 17 psf RON-L WALL AT PROPElTARY MAIN BEAM CONNECTION 2x3x.05O 4'0" 12ft Oin. llft3in. lOft Oin. aft II in. Snap Composite 5'0" 11 ft 4in. lOft Oin. 9ft lin. 8ft Oin. 6'0" I Oft Il in. 9ft 2in. Sft 2in. 7ft 6in. 2x2x.050 Snap 7'0" lOft Oin. aft Sin. 7ft 7in. 7ft2in. 1 x2x.050 o.b. S'O" Sft 9in. 7ft 8in. 7ft tin. 6ft Sin. 2X4x.OSO 4'0" 15ft Oin. 14ft Sin. 12ft 11 in. Il ft Sin. Snap Composite 5'0" 13ft 3in. 12ft 9in. 11 ft 7in. tOft 7in. 6'0" 12ft Oin, 11ft 7in. lOft 6in. 9ft 9in. 2x2x.OSO Snap =7'0" I1ft4in. lOft 9in. 9ft 7in. 9ft 1 in. 2x2x.OSO o.b. 8'0" 10ft6in. lOft Oin. 9ft Oin. Sft6in. 2x5x.050 4'0" ISn lOin. 17ft 7in. 161lSin. ISft4in. "Half Round" 5'0" ISft Oin. 1~ 14ft 7in. 13ft 6in. 6'0" 16ft4in. l1lU.iP< 13ft 7in, ! 2ft Oin. Snap Composite 7'0" 14ft 9in. i-13ft 6in. 12ft 1 in. lOft lOin. 2x2x.050 Snap S'O" 12ft 9in. 12ft 2in. 11ft 2in. 9ft 9in. 2:x3x.OSO o.b. WALL AT HlPIPURLIN CONNECTION 2x3x.050 4'0" 12ft 2in. 12ft 3in. lOll 7in. 9ft Sin. Snap Composite 5'0" 11 n Sin. 9ft llin. 9ft 7in. Sft9in. 6'0" 11 ft lin. 9ft lOin. SftSin, Sft I in. 2x2x.OSO Snap 7'0" lOft 2in. Sft lIin. Sft Oin. 7ft 5in~ 1 x2x.OSO o.b. S'O" 9ft lin. Sft Oin. 7ft 4in. 7ft Oin. 2x4x.OSO 4'0" 16ft Sin. 15ft Ilin. 14ft2in. 12ft 11 in. Snap Composite 5'0" 14ft Sin. 14ft Oin. 12ft 9in. 11ft lOin, 6'0" 13ft 4in. 12ft 9in. l1 ft 9in. lOft 9in. 2x2x.050 Snap 7'0" 12ft 5in. 11ft lOin. 10ft Sin, lOft Oin. 2x2x.OSO o.b. 's'o.. IIIl Sin. IlftOin. 9ft 11 in. 9ft Sin. 2x5x.050 4'0" 19ft 7in. 18~ 17ft tin. 15ft Hin. "Half Round" 5'0" 17ft 7in. ~t~) 15ft9in. 15ft Oin. 6'0" 16ft Oin. Sftain. 14ft 9in. 14ft Oin. Snap Composite 7'0" ISft4in. 14ft 7in. 14ft Oin. I3ft4in. 2x2x.OSO Snap 8'0" 141lSin. 13ft lOin. 13ft lin. 12ft 3in. 2:x3x.OSO o.b. --- Sheet OF I............ ~ ....... ;. oIIon\lIe HElGItTlNDICAnD IS UNSUPI'OIlnD LENGtH BETWEEN SLAB'" DOlTON OF SNB BEAM OR PUIWN Richter Engineering I"c. DESIGN CUJERlA: S11lUC1VRE CLASSIFICAT1OH: OPEN (REDUCEO) 'APPUCA8LE WDID SPEED ZONES: 100..... - 130...... WINO IWfORTANCE FACTOR: 1-0.77 WINO EXI'OSURE CATEGORY: B ANO C ) SECOND GUST FACTOR PEIl EXPOSUItE CATEGORY 0EFLECT10N: LJIO SCREEN ROOF DESIGN PRESSURE: p" 10 1bs.Isq,f\. BEAM SlTTCHING: 24' o.c. WID' .10a3I4 SMS SCREEN GAUGE: 1...14 (AlR-PERMEABLE nADOlNG) MAXIMUM LATEltAL PUIUJN SUPPORT SPACING BETWEEN BEAMS-6'IO"a.c_ MARK V. RICHTER PEII S61 ....inI...-..._lla.......-...~ _......--.. Mail: 2007 W. Reynal St. Plant City, FI 33563 813-754-8148 Fax: 813-752~512 richler@engineer.com CA009356 These Standards & Plans Meet The 2004 Florida Building Codes with 2006 Supplements & ASCE 7-02 Maximum Wind Speed ..lJ2.. mph USE MIlt./. PLfJ( INSERT AND RON./. EAI'E CUP INSERT RON./. -SCR- BEAMICOLlJMNIIUlL EAf"E CONNECTOR (SEElJETA//.SJ -MAXIMUM ALUMINUM COLUMN HEIGHTS vs. IMPERVIOUS TRIBUTARY * ALUMINUM ROOF AREAS FOR: CARPORTS AND PATIO COVERS , -MAXlMUMTRlBUtARY AREA COLUMNS MAX. 110 120 130 140 COLUMN MPH MPH MPH MPH HElOIIT 8'cr 168 ( J~~ j ISO 142 3x3x.060 9'0" 142 133 127 122 (SCALLOPED) 101)" 121 113 108 104 11'0" 10S 99 94 89 S'O" 220 206 196 187 9'0" 199 187 178 169 10'0" 179 168 160 IS2 lI'cr 160 ISO 143 140 3x3x.093 12'cr 143 134 128 122 13'0" 130 122 116 113 14'0" 113 106 10l 98 IS'O" 99 92 88 82 16'0" 84 79 74 69 9'cr 325 304 290 280 10'0" 286 268 255 24S 11'0" 258 242 230 122 12'0" 231 216 206 196 3x3x.125 13'0" 202 189 180 171 14'0" 193 181 172 161 IS'O" 171 161 IS3 14S 16'cr IS1 142 13S 128 17'0" 131 123 117 III 18'0" 119 110 100 97 19'0" 90 84 80 76 10'0" S04 472 4SO 428 11'0" 459 430 410 - 380 12'0" 426 399- 380 361 , 13'0" 386 362 34S 328 14'0" 342 320 30S 290 15'0" 302 284 370 256 4x4x.125 16'0" 269 2S2 240 ~8 17'0" 251 23S 224 213 18'0" 234 219 209 199 19'0" 208 19S 186 177 20'0" 181 170 162 156 21.0" 153 144 137 130 22'0" 123 116 110 104 23'0" 95 89 8S 81 - . ,.: . FOR ALUMINUM PAN ROOF OR_ COMPOSITE ROOF PANELS TRlBlfTARY AREA ("Ill sq.fL) = (HAlF OF ROOF PANEL SPAN + ADJOINING OVERHANG IF APPUCABLE) X (COLUMN SPACING) FOR FREE.STANDlNG STRUCTURES (DERNED AS "OPEN") TAKE MAXIMUM TRIBUTARY AREA VALUES SHOWN X 1.10 INTERPOLATION BETWEN VALUES IS PERMISSIBLE .J" . , ~.~ Sheet OF '-.,' LIInpoIaIioe ~............. flEJOHT INDICATED IS UNSUPI'OIlTED tENG1H BETWEEN Sl.AB AIfOTI'OM OF SNB BEAM 0& PUIWN - . - ,. . ~ DESIGN C1UTERJA: STflUClVRE CLASSlncA1lON: OPEN (1lEDUCED) . Al'l'LlCA8U! WIND SPEED ZONES: 100'" - 1)0..... WIND IMPORTANCE fACTOR.: 1-0.71 WIND EXI'OSUU CATEGOI.Y: B ANne ) SECOND GUST fACTOR. PElt EXPOSURE CATEGOIlY DEfLECTfOH: l.IIO . SCREEN ROOF DESKiN PRESSURE:,. 10 1bsJsq.ft. BEAM STlTCHlNG: 24' o.c. WITH 1I01rJH SMS SCREEN GAUGE: 11x14 (AIlt-l'EItNEAIlU CLADDlHGI MAXIMUM LATERAL PUIWN SUPPORT SPACING BETWEEN BEAMS- 6'10" o.c. USE /to.v-L I'UIC INSEltT AJID 1tON-L un: cur IA'SEIt.T ItOJY-L -/lCIt-IlEAJi1COLUJINIUIL U.1; CO,'VNEc:roR (SEE DETAIUI Richter Engineering fllC, ~~,- . MARK V. RICHTER PEII56I96 ;'"j' !; ;)~, .......~... ..c.... I:IA............... ~.- ....,-inf. Mail: 2007 W. Reynolds SL Plant City, FI 33S63 81)-754-8148 Fax: 8 13-7S2.oS 12 richter@engineer.com CA0093S6 These SIandards &. Plans Meet The 2004 Florida Building Codes with 2006 Supplements 8c. ASeE 7-0.:! Maximum Wind SJ'C~-d Jl!l mph o! I: 1 r I i ... i t t ~ -- i I i ..... 0" ~;1 ::: ~;! ~ s:!!' i! g' ~ a 08- ~>8.f} ..~IlPl' Q,m!."" ib~( ,...,. ~?'" ~ (1)[ B :gg 'B- [h> ~2 Pl' :00........ ~~~ b"- ....~ ~tIi~ ~I'"\'" r;":~ ...'" ~~ a~ ~~ ?d lIt- "'Q ;::~ "''' ~~ a::! -~~ -.t: :;,~ :;~ ... ..... '1::8 e-:-:- j~ 4 i.:. ~~'. g: I ~ -\ ":', I t I . : . x I\) x o 0\::1:1 00, P~. !Jll"- W Z > \J ~~. I o . N . ~ ~.l' ~ . (2 :-1 . -' ~ l'); IS ......, , to. 01 o I\) x ~:", ~o o~ I wI"- Z )> \J ..... E~ 10;;;1 :.~ ~~ 0004 !'e ... .. ~ r ~ i ~ tit ... ,. " 9- o '" '" ~ Pi '- l!;~ ~o"'~:=:.~o r:.... ..1ll1ll~~~jiI~ ~~ ~~~I1i:l;;~~ ~';:! ..~e ~~=~ a~. ~'. ~ ~(;I'li!! ~~ oioo4 ~~~~ .. III ;:l'ltiZ._.- ~~ a g>I'IIQ.... ..'?' ;;1~!(l; sf iI 8~1WI'. iii...!i CI ;..ollJg 111.... Ul ,.-<!,!,N~ ~;: ~ ~:;i~o ~E ~ 2~::S:::~ &;~ .. ~I'l 8?l !llii J ~ i~ ). .if ~ :.:;\ g p. 2; ~'=' 7. i-9- ~ -<.... .t ffij!' . ..0 ...:i ' ~9. :l~lf !i1>= _0043 ~llJ, -" ~"'r ..~;;. ~!t "'..... ...... roo 1!!:;; ;2:.: S :>: .. ~ ... '" "- ... ::I. e: So"'" :ll:-:" ~- f: Ol> ~ NO o "-- > !!!'t'QS ~B ~~~:E ...1......... 'lh I...J OD - ::a .,. b :;: ... ~ n~OO~o ~N eff ~ ... s: '" ,0: :-:. '" n :r:: .... ... '" (I) :r h1 !l ~ ~ I ::cS-~ ;:; ~:::- 0 .. s. ~ ~ ~ 'I .... m "" '" 0- i e- )0( ~' .~ I . . .to> 000 ~ g" I , , I I" co o o I I 1 ~ ~ }"T 8:1 t'I.\ I 1 ...-~ Cil8 I g ~--.-...J o~ 0,' I I :tJ o ~ r- -0 :0 o "1J m -t o :0 -< )> r C ~ - Z C s:: m ~ :0 C en o z en ~ I\) X I\) X b g:", OQ .~ 931"- en z > \J _a ~'" '" h o n -- bo )( III r:t ~ o J ..~. , " lot '-, ~ g :~o; . u. . -. :I. ; I. ,. . o CI> '" ;.. ... o )> Z" CO f\):II ~f\) x~ oX en' og o o 00 3:0 "'Os: 0"'0 (/)0 ::j!!.? m~ :Em )>cn r-z r-> ::I: "'0 m\l )>0 C(/) m, :II " 0 :II I\) X .tlo X b en 0 (') 0 ~ "'0 -- 0 (/) ::j m (/) z )> \I "'0 0 (/) , ::I: )>1\) ~~ 'X :II. 00 cen ZO 00 (/)0 z3: )>"'0 "'00 (/) \1- 0' (/)m , ~._--- I --- en = - _...: I \ 01\) 0")( 0W :J?< 11I0 '0 U1 o w w w w (')CI1 ~ H H H i~ - \0 00 ....... Q ~ ~ H ~ -Q Q Q Q ....... ....... Ul ~~ \0 W to.) Ul W H H ~ ~2 x N N N ~ to.) to.) W ~O 00 .&;lo. .&;lo. = \0 CI1 ----'OOO~O'u...,., ____'OOO-..lO'u...,., ____\oOO-..lO'u...,., ____'OOO~O\Vl..,., CI1>-t1:;O ~~;;g~~~~~::r> ~~;;g~::r>::r>~::r>~ ~~;;g::;>>::~~::r>~~ ~~;;g~~~~~~ >-t1~8 ~tTJ~ r- -.....~........NN""->>Wt-.) _..-.......................-NN ........................~....__....t--J 'O--~\------ CI10~ ""'VlVlo.-..IO-WVl'O I.,)W W"'" Vl 0\-..1 00 0- I.,)I.,)WW""''''''Vl-..lOOO ~OO-~I.,)W""'O\-..I ~~~ ~~::P::r>~~~~~~ ::p~::p~::P::r>::P::P::P::r> ::p::P~~~::P::P::P::P~ _ ~ ~.~ ~ ~ ~ ::P ::II o._'Oo.-Oo\_VlW ___U.-..IO\Vl'OO\- ..,.,_W-_O\\OWu.o. - 0. -,)f - 0\ '0 W - :i" S' 5" ei" ~ 5' 5' 5? S' 5' ::: 5' 5? S' 5' ?" S' 5" S' 5" 5' 5? 5' 5? S' S' S' S' S' S' S' S' ~ . . 5? S" S" 5'::: , . . . ? . ? . ? p" .... , p' ? . . . . , . .? 'P"" P :;oPl' i ~~: ~i ii i~iii~11 ~i!l!r 1 .o~ ~.~. oa ~ 15~ i "'~f · t ~~~ ~~ ~8 ~~ ~~e ~~ . 1 ~~ ~ i~ mi;!~ai=.. o~f is Q .~ ~ Qi~M9 ~~i. I. i~ i~; E !~~m~ ~lh! t .~ ...~ M ~O(i'!'N~ .~... ~~f t ~t ~!- ~ a.x~o E~ ~ ~, ~~~~ o s 1 if ~~ ~ ~~ 0 ~o 8~ t f"\ili !G p2 i .II ~~ ~ ~M . ~ !a ~~ 0 0 ~ 8 ~- ;! I- .~~ ~~. ~ i . I ~ !i! !2 ~~fg n00i OO~ ~~~ ~m~ ".. ."t-o i5i~ . .', fJ 8 ~. ~ ,.- ":!, ~ ~- -:( ~~~i I. gfEa ~CI1~ . >~:;o (')- g~m :;o~~ (3g-~~ ~~9 tTJ p ;8~ dCl1Pl' ~~~ ~5! CI1'1t: o~tTJ . ~~ :;0 ~ . ~ 0 O~ ~ ~ ~ ; W CI1 ~~ @CI1 ~ c5 0 -- .' >! ~ :;~ i . '!j .' l.~ "" 6' i:;I ~ ttI :l 5' Ii 9 ...~ ~~t; g,1J~." tClt ... s: rr a...... ~ !i :{j;l I. I~ o~ fj; P:o ;:, H! !~ i .. .' g, "" :!! ~ ~ ;rJ:oo!... ~ 0,"--8 ... > !!~Q-a ~ . ~ :!: ~~ ~ Q ....'I!-~oo:!!;., j;J ~ l b:c:....~ ,.. n~oot:o ~ ~.... e:e: ~ '"' ~ i ~ ~~ ::;:'S'i') ii-:::- " no ~ ~.. ~ Ul ::r a I "11 I o :t :i -..\ .J; 1; . , :- .. ::f:; !, , .,. ; .~t ~ r'~ ," ,t ~- .fi~ T j, :~ " .'1 " . ..'{ .. r ; ~~ . . t. . . t,/ :\: ~~ '~r i' l' . (,~, I;' ~, . , ~', !'d.. 1 ~' ! ~ t~. , .>> l.~ ~;t ~. ..;!i~- \:~:~ E: '- ;;. .~ L ~.. \-. ,'J1 ~' :(Ii e . ,!t ,:-. I' ;~. ;;1 il~ .' 11' 6 'I{ , ;~; :' .H\ <, -.~: r.a, cr ,"-:1 . r~':,~ ~.. ,.~: ~.' i: " r ::- t..i ~;. , 11: 1\ ~. '.:, t -.' ~ 7{. :r "I; l~' ,J;j ".\.: J :' . ~ .'. ,;.".\ ,.j. , '\ 'J'J " l' .' r . . , ..~ - '-. . , '....1- 1tf:l> ~ w \ 3. ffi IE ~ ,.... ~ Ci ~ ciS gt. ~ ~~~VJ en ffi en w~::;, e ~ ~ ~ ~~~ .., ~:;,. ~;: io j!: 51 j!: ~~- iiE :3;1:' ~I ~ ~ ....~~.... => ::J - m__ % ::z:; ~ ~, .., .., 'N' ,.... - ;::;.. ~ ~ei ,~ :z: VJ~ ......3: ~8 -.~ ~en ..,. ~ E;:; ~~ ~en l.tI " ID~ g' ~~~ ~ ~ $. ~8~ 01 ~. .. ::;z ~o:.... _111_ ~ ~ 3 ~ .... d f95! .w~ m9~~ ~ cncn"'::> SSd:2:w~ ' ~O"30 i'o <~, _ m.., ~ ..:S<., K. K j...G~~ . :::I x~%... .!!?,,$. - a- ..,,:.....I!::::ee :. . ~.. .;. m ~ . VJ 2, :::>_~ . ~J.3: :::I Ken :.i. ~ . ~O ~-~ IN''I; Ill-(&, "~5 . ;Een ~ .!:it:; ...W5 . ......Z .!!?,,~o _c::U . . - ...... -\~:~~.":~~ .~ '. )!:!'.- : :':::~5;'" ~':i5 .0 ~ ".o'U._:., .. .. . ~ :E.::t.O =>-.... ~.!,~ ::>)CV'I :.i. ~ N.::t.O :::- ;:, ~ - .h ~15 ::i 'Xj!:5 .:S N:;:en :;;i 'a:~ :i "j'<W -;cPJ5 ~ . J-z _ ~ ~~8 I w &: <:> 5 :z: :Vi"" a Ql .... Cl "= .: :..: ~;.; ~:' ~::; . ....:.. .:... .' .~~. .. . .. . ':". '" ,\ .:~.: '. '. . w"loo., ~' :5-.. .7"'.~ ',. .. - ..8 .h : to. :,_ ::> n: i!: ...... d ::E ~. ::> co z ,-- _2 ~ii~ V1j!:~ S'" ti , ~~:z~ ~a~~ lilOW ~O~~ ' KS~~ Co~~a ;;;-g:O;:E E lIII r; Zj!; ~~ JlS:C 120 .~3 .!t~'" j~a !:rl~ I~~ _~~lIII l!i:4 0'" lil:5 :c'" u. o ~ ....!':: " ... ~=~ <.>1::.:; Qai ~ / J ~: i:~ ~~' ,;: , mIX: .~. 1';,::>>&.1.. ':1 ::mg i~ ': ii5. 't: :~.~~ :~~ .-........ f ,i.......o. '" -:;'" CD ,~ i,~.....,. ff' '-'0- ~ ':~ ~\~ ,0 .;:!;,:I:_ .\ ' ~ I .~. '\Fl.: ". ~t 'I' -\~~ I i .t:: I/) a ~ ... >- is ~ ~~ _t 8 ~ ~ ~gi ag ~ c! ~ ~ ~ 81 ~I ~ ~g ~ ~~ ~8 u 2 ~...~ I:;; i';j!l.! ~-~..~~ ~! ~ i~ ~ Xliii ~ ~ '" ~~ ~ el~1 a ~~ ~ ~~ ~e~~e ~ ~~ ~~ u~c~ x' ~~ ' ~me 1O:"'::;c "~.::'" jt ..t!I~u~sll o~ ~ oi ~ ad~t~i"~ ~g j~ ~~~ 6~5~.B~~~ ~~ ~i i~e ~~~ ~~~ ~~ ~~ -~Q ~e~!!::jg~.i~ :lElIII' ~2~ .J-:-SV-' , ;...[:. ~.;/ r. ':EE.. . ~"O: ~ ~ III . 'w:in. , !g~8 ~ ~ /~~~. e ~ I~ ~ :::e d ~~ ffi ~ I/) ~~ Q. en m-.., ~ ~ ~~~ .- tt) ~ 40 ~ i!: Iii ~ ... :.i:;:.~1 ...... .!!?,,~.... :;:) ... co.... ::z:; ~ ...: 3: r.J ~ VI ~ .., j!: ;i: VJ ...... :::I :z: 00 ........ M VI l, .... I ~~ -::!:C2.... 5Q~~ ~ !< 00 ~.)--;:,~~ ,..~ -... ;:l x::! :; " I-lJ t: ~~enl: ~~~~ ~ <:!1Il::!O y.1-~5 5 , 0(6:.-: ~ilJ< ~ f') 2: - N - r. !! ::i I- :z: lJ &ii! >= ~ ..c ,;; -a.... ",8 -\0 _0 ~:::tClG""~ (;'1'\ :!::!: i! ~ ~ii:=t~.5~ ~ <on . eC!S li"1';'::l < ....u....ClO8 8_-..(;u NfiiClO~.a "il: lIo... ~ 'C ~ i 1 I rll 1 t t I ~ 1 II J t , ..... to- d r.l~ w~ (;Igt..2 ~ cnUJ~~ en 'li}SO:iw:::e qOK::l~lI) tili-o ~~, ;if:; _~m.., ~ K CtK xQ,.'J..,. EO Co~x~a=: ;;;-F=r.~:::ee --'....-.. . . . . ",- .-.~ : . 11. ~ ~ ' . ~. . 'V ... .- :.-.,:...- < a(l 81 i '" 'l> tic. ~g. gJ -I/) , ~8Ml ~"''i' 1iI-5.... ii:~~UJ 4Iil~~] i~ ~ ;.5 i 1/):2 !~ .a,g ... '1: o ii: u. F u. a: 00( (; .. 25 u. C v. u. c: t: ~ (.J 00( 0:: lIJ 0:: oc( ,~ ';Z: ,C( 0:: .... ~I o~ !~ ~~ ~ 6l ;!~ ~~ fil ~ i~ ~> 2~ ., .-,','- " ~ ~ ~~ l~ ;; ~ 5 i~;\ III ~~ 5~;1 I >>!~ u __~ L ...'tt~ ,_ ___ ~ . it . --:-:--1 l 'L'/ :!: ,- 4 f ~-> .' i" CD; .: ~-I I' \ 1\ '1 I " , II .:_ . .".'___ ...1 r-'-.-~--.! . . iii-I,---- \ . o-+-'-fi I"--"-~ ~ I. ~ 5 .--=_-, - I~--~crt \.-~.-J ' ~ 8~;;;I~ 5 ~gi~ ~~ ;~~~ ~8 a:~p~ ~(;1 j!:z~w ~~ tIlrna:fZ - ::z w~ ~~ iU~ ~~ ~~~g I / I . , I cL':t\ . ~--l it fl ~~l:, - lJt+ I . -'r~-~~r~~~.;1.""..-l- -----.----, -.1 i ~ '- .~i .---.- r ~ ~: lie ,,2' tIt. i,i II 8- :!: ;ij)1 U t &~I ~J!l . 1:-. I~~I J~11 "I !i\ \ ~I! nf~ ~. ~ \ .;~t Si.lRl ~tj \~ ~ !~. .~ ~a' !i~ ~~I-'" ;...1;; . 3Hl1131I:LLS .1SOH 3MIl:J:J I:lO AI:JNOS'M IS ~ .i 21" gj~ :,n~ .~g i!<fI) -~~~ a~::> ~ffi!~ ~5~ l!!OA.1L c . ,2 ~ Gl r~.! .... ~ cli 'O~8-e · :; 'It .0. B o~ Glc:5=.o i~~f;i ex: 1;i:i~ '. i @:\Ul) . _-"'al ~. ~ j -.a Iii ~.9 ~~'i~ OCtEGl CD" .0 :::t &.9'0 COa6E ~o~-o a: ~ ! ffi a !5 10 co I~ ~ a-/ 11!l!~ ~~i%i~ <...~ a~~j !l!~5~ i1i~~~ iUl;:)Ul ~!liUl u..~e. \ \ \ ~ 9.~ -!< ~~ ~f3 m~ la :: a. :J o w ~ C ::I ~~ ..:t ----i\nr.-.)- t . ... ~~ i!~ 8~ ! ~I ~ll g ..n.. : A ... . ffi ~~" a:~ ~~ ~& ~~ I =~ I ~8 ! i~ .... o !lQ ....5 ... ... ..... ... ... -::-~ .~.s ..=; Q:;~ l.&;l Vi :2G 1"& 1 :;: GO on ui' it( .....:!;"? ... &&I ar:ii:OO~ ::: !i: :i ~~::;~~ u .....-. -@< ii2 8~:::!~t(J :> Mjao~.i5 ~ ~l>o I&o~ -c ;:g ~ g ..c to/) ;-. ... ~ ... '" i!: ~~ ...... .. ~e: "DMO :;2A :i~:i .JI:r.ID -::>l!l lfa~ !.!Cl) ilt:!- j~~ _8~g :i!i: . lij: iI :5 - ... _i 8~ a:i ... ci v. ....~ 5'" (5 ~ ~: v~ 2 ~:::~~ L. o!:.y< iii uo-o:'! ~ ~.....>-oc ... ~=fl~: ~ ~"'<~2 '" !!s~"'<o !2 ;c$z:r.:v~o'" "d~~P!t;5l!l ~ ~"';.J;.J"8'" eP!~g2p~", {ie!:laa~c~ ...~::~Illit~= l!lt;::~j;::olle . II) ~-"':-~ I - CO) I a: -...............r-w . ~ J: ~::: :::>>w ,..::: . 0(,) 'H ~ a::; -+- r~:; ~~,~..~j ~ l~ I. I ~--; ,Y.. I l-r-~-~---l /,,' ; i ~ ~ ~ ~ t; ___ 00-_ '. L1.... ~r).. ~I - CO) .~~l v tl-~~_. '-I~ {;1 ~ ; t:-=~f- . ;1...._.--- , i.. ::c : : r.....o ~ '._1l ,r ' :~. 0:. : ~I " w ," 00 ", ~ .' , !' ~ ~:J: :1, rc ~ : ~ ~~ 1 ~ ~15 · ij j!:z ~~ (I)~ i~ ~~ ~- .iD I ~~i , J ~&i 22 55 ! SS ~ ~ 9. 5i Ci 1:1 C e ...:5 < a~ e; .... ... ~~ ~ -i;i ~ Ele ... ~.;: Zi .; :< ~~ 0- .~ .,.- .. ~~ ;t ~"'-=: cg jb r:~ ;;,i; ~~ ~1iI 3= ~~ .lIe ::0= lr ~rn ~ (l)a II ii II ~~' :!.!!. i~ ~! .,.. 22 J:I 55 ~ ~S! -----j >d l!I 6~ g ti ..cI ..0. It t:g. 9 _en =1 ~~Ml ",Mq j~r-cn ~i~l -Eu ~~ ~ 3' .- to/)::: ~ u ~ ~l:Q .c... I-~ o 1:<: f ~"" II' ~~ 1 ~!:1j l,;~ -I !<l \" '5 ~~ !i! ;;9 a. ~:;: ! oc~ I ~~ -.::.. ......~ 1- ~~ ~ ~~ 1 i:i:"~ 'e::::! i ~!lI;::; 1 6'''' oc"l'::l ] ~~i:i jI. ...oc'C! ;; l/S.O s.s. bra ded cables (Quantities VafV, See Examples to calculate) ~ *S (ft.) * Smin=h/1.19 Smax= h/0.58 Example: For h=9.0' Smin=9.0'/1.19=7.S6 ft Smax-9.0'/O.S8= 15.5 ft. ELEVATION OF WALL TO BE BRACED 1 h ~ -., CUtes must be installed symelrically in quantlly and oppose each other in orientation. ac men OSI Ion 0 00 ams PlIrlin E ~ E E rU .- - rU rU IV IV IV co co co ~ ~ ... Purlin '0 0 0 ~ - ~ ~ L ex: c .~ c c fij 'cu fij ~ ~ ~ Purlin ~ HOST. STRUCTURE Atth tPT fR fBe PLAN VIEW OF TYPICAL SCREEN ROOF ENCLOSURE . Tensile Strength Capacity (in Ibs) of Cables @ 300 to 500 , (Predicated on largest angle of 50~ (XO) to level) ='1189 Lbs~. CALCULATION OF CABLE QUANTITIES FOR LATERAL WALL BRACING WHEN WAlliS NOT AlTACHEO TO AN EXISTING HOST STRUCTURE AT A MINIMUM ONE END. -. . QUANTITY OF CABLES= (L x h x ?)/1189 Example: L= 20.0' h= 9.0' (20.0' x 9.0' x 5) /1189= .757 cables needed. Round up to one (1) cable If answer is less than 1.0 needed then use only one cable If answer is greater than 1.0 needed then round up to' two (2) cables If answer is greater than 2.0 needed then round up to three (3) cables. Etc. INSTAll ADDITIONAL MATCHING CABLE QUANTITIES AT SECONDARY CHAIRRAILS FOR WALL HEIGHT (l) > 10.5' These valua are based on 201bs/sq.ft. Walll'ressure and are not the minimum economkal design criteria. a more economical deslgll for the abies may be performed on a site specllk basis, IMPORTANCe FACTOlU\.n EXPOlUlE CAf:8 s SECGUST INTERNAL PRESS OOEFFICIEMT: 0.11 STRUCIUIE CI.ASSIF: EHCLOSED Sheet OF ......... '"'- ...... is oIbnIIIe HEIOIB INDICATED IS UNSUPI'ORTED LENCiTH BETWEEN SLAB A IlOT'J'OW Of 5MB BEAM OIl PURIJN Ricllter Engineering lltc. DESKiN CIIJTEJUA: S11lUC1\lRE CLASSIfICA TJ()til: OPEN (REDUCED) "APPUC'ABLEWlNDSPEEDZONES: 100.....130.... WIND IMPORTANCE FACTOR: 1-0.77 WIND EXPOSURE CA1EOOIlY: B AND C ) SECOHDGUST FACTOK PER EXPOSURE CATEGORY DEf1.ECT1(lN: tJIO SCIlEEN ROOF DESKiN PRfSSUllE: r 10 IbsJsq.ll BEAM STJTCH1KG: 24' 0." WITH '10&314 SMS SCIlEEN GAUGE: 1"'14 (AUt.PERMEABLE CLADDIN<l) MAXJNUM LATEItAL PUIWN SUPPOIlT SPACING BETWEEN BEAMS- 6'10'" o.c. MARK V. RICHTER P Mail: 2007 W. Reynolds Sl Plant City. FI 33563 813.754-8148 Fax:813-7S2~12 richtcr@engineer.com CA0093S6 VSE .011-1. PEAK INSElfT.um.OII-L EAJ'F. eLII' INSElfT ~-I. -IIOC" IJEAWCOLUMNfRAlL UJX CONNECTOR (SEE DEfAlLSl _..-.._11O................~_......-... These Standards 8:. Plans Meel The 2004 Florida Building Codes with 2006 Supplements 8:. ASCE 7-02 Maximum Wind Speed..llO- mpb <?;", " ~f15~" 00 .. J: :i;;8~ i!~'in ii..f~2 lII1!J-t~ ..;:a~ ....11I.", !:e~:O~ ~;;=~CD "''{:Jill ":e"''''3 ilti::~~2" ;: ~ D ..~lt.. .. ....-1 &II "'N ." a- Q "'0 F l~ 0 ",,,, :t '" '" :Ii .. ~G- -:i~ .~i\~ ~ t::i ~ ~ ,Qi iii' .. a ~ "" ~. ~1Sa~ ~ F Zm!b:~ ~ a :1I~.o 6 ~ ;;; ~ ~8 * ~;:;s2J .1:~~2 ~C::rnm ....:::!o~ ;gr-c::- tD~_CoJ u~~ ~~~~i QOl e~l!I~~ ~ 0 Ci) CJj ~r ~~ g3 x ... 0' 2=gt f~ jifUl n 1'0 wI ~f Cft;! aft I.... a~ c: P.o ?' ::I e. n' ... :! t':" f!tooft!:.! n3"--cs >@IlO'...O..... ~ 9 ~~~ ~ ~i~IlO:!l~ 0. 1-' )., :;;.: :::i n ~ 00 "'"0 ~.... ee: Ul .. ~-a It~ ~~ "i ;; ~ IT\ 0 "1\ .!.. ~~oo o.rn- :II - ':I N :n!:: ~- -m 8x ~ :11<-00 m-_(I) ""_ lD lIIg" "tI UlUl ~~ m I I.. ~ ;g ~ ~ ~ g:n m .... ~rn ~ . :uCJjOi:.i .. CiiOoS;o 1!:i "tJ~~ Q-~ ~~)..~:r <.t:; o~5~fi ~ ~ 8~ ~. J!J~ ~'O.3 o ~:o X 1II ~ en... 5:8 ~=t 25 l>:u mm mO xc ~jj R'''' 00 1Il~ 8m .Ii; l:r8 -0 "tI ~ Z -I o ... ... o c z o ,. ::l g o ... "tI :u o 2l lJ> m o ~ .. 0 n:ntn bb ;: ~~I): -0... !'J 0....'" 08 ~o~ m::l o1h. Xz ;o~~ ~~ XZID mil> ~-1nl O:n ;O3:~ loIn ~IllZ ~g m~N '1)i) ~o~ :Dnl :D:zn. eo m",,1l!. mC l:iiiB ~~ g~z ~~ )o;cQ.", nm,n m t:l~n1 ~ ;C3:~ 0 ?(?(i! :: CAIDel> III :;j",... > Fe"" "U c:g:!. ~ ;Doe CD ~~o rn mfll 3: :l~ . !i:n o s: -f Ul o' 10 ~~;:: ,f'l %% . ~o~ ."" .0 o 5! C) ~..\ r~ . t'" \~- ~...~. ;, <. .' ~........ ,. "I\ \ " ....1'" ",'-' 'I. '.,1 .--~ , "" .}. - \ ) f:rs- ... ~ ':" .J ~ :< ~ o ~ lQ '0 m ~ '" 0. ~ 0. en ;:r <1> ~ h1 ~~ ~ S. ;:;. ~~:::- . ~ ~ ::!."" ~ o "TJ I o! [ t r i ~ o i ! i- t I I t .. ;a..... t;;~tl tI~llo ~~~ j::Q"" fa'~ ~~ ~~ ol:j 0.. ...... r'l'- ~ti ~llo ~~ ",el- -::~ I>I~ 1"11>1 ~E ~"\j Q!<: glS ... ~g 2~ e~~ii~;1;~ ~~ ~~ !ao~~2S x ~> giil ~i!=~!8r; I ; ~ i~- ~~~~~g~.. ....~ ~i ~ ~n18~a~ ~I'~ e :",Se~ ;g III lll~i'!'t:Jx "'?! 5 ~.Xz" I ~E ~- ~~::~i ~ ~~ ; ~n ':2 > CUi . ~ -.~ n6.i'j;f 'n g 0 i- 8 :Sg ...:.i! ",.e ~ 9 -<... Iii In 'Z (') C ~" \) ~ tt:1 ~ ~ tt:J t:f t%j .~ t:: d u. . r- c;') ~ C ~ t;:j tI) .~ tt:J tI) r tE "'illS' ~o~ "'~f ~~K" oni ~~B ;;:_! ~III5 ~,.. DO",!!. ~!;jo lC(3:l 0",'" ~t. ~~ ;! ~ '" '" z .2t.~' .\~~~. . '.~~' ...~!.. ~~~~..i ~ .,~, , . ';rt'- :~(1!~~ - ....1' -. ; ~.~;~; .~ 'J~.~ '.il'" _ : ~\S;' ;l~:'j _ \'f::~: .;f' "'1 . ~:;;~. . . ,I~..- ,{~: ::~;; :'.'~~ , '~'li~" "~." :::R~~~ ... .'.-e:' -;~ .,~~' ;~ ,;..:~.~: .:.....~:..' ".\ ".101 ;~I;~i ::.:~~~ ,;.~t~ . ,~(.,,:. . '.~ . I: ~;~.' ':~4.f' , '~ :~r.~ :~~~~t I!';i~ :1 "iA~ 'Y{Kt' ::~k- . ~'r.i< .:.~?w ~':~~ '.~~A'..' _~~1.~, ! ?-1!Yr ;;.:.~-'~~1. . '.~i!'j' '!'f~( .....;?'..,. .'~:t! '.!~y, ".~~, }~~:: .....l-ii/{ :'~'li' ., \If ~;, -,. ';e }~ - ';1< : " '"t:' .... ~ ,I, ' :~). :.:&.....~ }l2,~- ..~,-;, )~b1~ .'.:. in .' -I ~ 1,.1/ l ~ '1\, 'I '0 i 5 il ~ IL.S' ----I: -'_U.~,..:, . - A\ l,i \~ J II ~ ~i ,'\- ~ " to I 8 I~ i; 10 " 'I ! ~I Ii I ;:~..u..._.....-: co ~ ' I :)11 I a: '" I ~ I I 1- .. a: I- i ! u, -, g;L -1\ -, ~ii ~H 0: 11; ,. (0) II) \':1 ...: q, -" . ~" --- ~il : . 1- c 8 a. <II I- o iD ~ u "3 C1' ~Q) -0 ;-~ l'-::: ~-6 ~<II ::'1lI ': ,. . . ,. '~ ;1 '. . 1~ " , , --- 51 l5 .8- a> 2[ OJ .50 .!~d~ <;t 00 -9-.;0 'O.5Ne lie _ ...g@lt€ ol1:.... '" li~-i l!! !.~ Ii ~I~I ~~~! . N::t 1 J!l ....'ij jt~l ~il;~ .' Ka li~ ~ii -fiB 1 j ~l~il ~~ ~ ,'i i ~ o ~ ~ it :8 ~l .!~ ~ i; ~ 201 _ ;<0'" ;:;, a: I! ..- iiJ -a.- '-~ ~~ N_ "- o ~ ... ~ ~ ~ ~~~ ~~ ~ en E ~:2 ~3 ~~~~ij~ D: !:;~.a~ ~ :i~:J;~e8 c ... 0 ::; ;;;; <f~ D2 8-;.._ ... Ii ~ efi .:..:a.. "C 'I'j ~ ~ ... ... i3 ~ Si~ i;;; z" d: -0 ~ ~ g ~ ~~ ~~ ~ ~ ~d ~ ~e a~ ~ B ~~ ~ ~~ WB u~ ~ ~... ~~ ii~~S ~ ~i ~ ~~ u"'!llla J i!l~ ~ ~<< z2~~= ~ ~~ ~ ~G 0100.... .';( po; ....... ~wt8. f ~- ~ ~c ~le<WOt :r. :..:!... "':: "'...... 0 r. ~ a G. Ep-~<< ~ o~ u ~~ ~=~z~.~~ z~ 0 ~~~ ~~~~~~*8 ~~ ~~ ~~~ 8~~~2~tE ~~ a~ g~~ :r.u~ ae~w ~::l ~< ~~~ g~..~~w~.. Wv _= _~_ ~E~tt~::l!:b: ..... .,. ~ .. "" II> ;.: :.( '" :s .... ~ W ~ III ~ ~~ a~ :ii~~ ..0_ "J;~ :!~::l -:~!!! J!~:.'i' "al!; U!(:;. j~~ _~2lil 110-.., -ji..,.. !rn~ .sxU; ~ c: o ~ 11 ~ l.i oE ~ ~V'/ -.e ~.E ~~~ I~~ <I~ li15 ~J~ II ~ ~ ~ li I&~. i ~i35 g ~i~g ~ ~=<C III ~i2~ 6 ~hi~ 2 o<o! .. ....5 OE ~tI i ~i: S!I a:Jl , i~"'l ~-s~U) ii:'il'-!-S ..;jt::;;- .:g-g<~ ,ijO !i c::,! e Ol;g "S ;&l ~ ~:g -'2 1&0 i 'J. I t .J t i ~ 1 ~ i 1 1 ! ~i I ;-------10 ~----l _ ___1-._____., _____~, +~ ~, -if" ~".."..I 1 I Ih <f+-/- ' +. -0- --,--- L_ ? " <Ill ~11 t:!t S!I gill 1 ::E~"'l ... C? )3""11I Co ~ UL~ dlI;~._ "''8<~ . ]~ ~ fi~ .s 11I,_ l:i ~~ ::E j 10. u. o ~ ...-;: ~ t.a ~ ..:::~- .~.s .::: ~~ ~ ~ cii ;0 '" ~t"'\ ...J; ~ 8~...~~ .... ~~~C? t~ ::i a:ii:~~l~ !i: ~~:Q':' Ii C ~ 8~~~<W~ :> Nlil"':3.c :.! .:.:A: Io.,~ ~ ';; 7 ::F. -' ~~ . ::)0 !!:@Z -':J:O O~l3 ~~W . ~~ ~~O o~[Ii G:wS We!) ~I- ore .. .. J: .,., lD '" :> C) -- Il~! ..J f :;( i:i ~ -~ ~ :CI) CI) fij I" ~ ... -.-. "" r - ~~ C l;; J: ;;;: ;; [;1~ 1. , ~ o~ Z 10 _It 8 cI !; ~I.. - -- -] 0 0 t 0 ~ 00 j!; ;5;'.. 0'-'- ...::: ~.- -~ 0 ..... ta: ~z u, ",j ~ ~ ... co -'~ 51 :;:.Ii :::!u C; :::e fi ....- ~~ "'... ~!:! -- @~ ~8 l.I~ ~ ~iiI i t 4:.- .. ... "'0> ;,,- 0'" t.. ~;S "'Ii:i .. ~ ~ Z::l ..;! ~"'~ ~;j~~2 .. ~S ~:::! -I 8. 22 oc!) 1~3 ~"'!IOr;1 ~ :.> 2~ Oa: '" i 11 == ='-2oit>::i ... l=~ z ~~ ----- ---- --.-', i ! ~ b..~ ':~&D ~~~8~ i ...~ ~ ~:... i i;..l!!! u-C ~ ...... ,:_,-'f. +- +, , 1 t,_ -::> -~~ ~c;::~e 7- 0;-: ~p :! 5CJ) !:Ol!i ~i -' ;.~ ..::~ -o...-Cu 2 ~, 1 ~~:. <~~\J"'::3::! 0:: .... ~J-.1!l-----l!H 11- WI- ..... ~:"::! ii!d...~~lii.JO ::.'.11I "0 :I:\~ ~ .;;.f ~;: I ><e -v~ -0 :52 i.5 .lis ~ :l~~6z8 ~~ ...~- I ." .f- ;', -d--l jalg B~~2 e20c ;~ ~. ~ s t . 5:4 "t~a~et~ ;..I. cS' ;;t!a ..- ~i1.:I--{._~ -? ',:? - l i if l , tOlll o -'OR ... ~3 ..:i~ ] ..J 13e~j$~=~B ~llC ~~~ I ~L~ .I! ~- .l~-i ~~'. . . .!li~ ~i~ t z o .:s:::...CVl ::till +- 0 -..... a: -......... ..'. '.. .... \ ........ '. . ::)1- a:ffi j!:U)W ~O ~g-~ jj U)~~e ~~ mW~b r \ I- e!) dI t- \. NS~O a: " \ ~ lL U) ~ LU ~-:~ , ; ; ! li Q. (/) ~ ~ II --/ Em i:i g ~ UJ ~".,~~~}~..// ; ~5 .. ~... (!) LU I- -I-oj- i= y ::E o.Z ~ = 0 ~ a: :3 ....u.. < ~ ~ .... .... 0 Q: 1--- I I I I - I to ~ Ii ~ ~t ft u.; .... i ~! g- 1O J~ . ~ lBffi I i~ / I ~ ~ // .\~ L ::J i:i / ", I CI) ~ ei!: . rn~z ~cn~ ~g~ I:...~ <_0 z~m ::;j!:~ ~~g t _______________, A ----.-.-- \ 1\ ~------ \. .-' '.... ~\ m ,-9" \ B io o y-- ~~ldtdt=lL_ ~ T& '11. 10- Y" '~T I '. ~ +- "'-' +- -, D... ! ~ij . > _t_ ~ z o II: .!~ .. ---------- -'l---i' -~l\ I --- ____u___ '\ r ,~ =-.yjlL . ~---=- Ij, . ci ~ ~ a: 15 W CJ) ;! ~z g ~o 2 <e- w 1-0 >-~.. Q. .. W CJ) ..... ~ ~ I a:: ~ Q. ::J I o I!~ ~ rnrn fi Ii l~ ~ oi.!lo~ - ...... 8 ~- "I'" e &.2 ":":' ,. I ISlUl~i 1i .!~ ~ 813-780-0020 City of Zephyrhllls Permit Application Building Department Fax-813-780-0021 ~.~ 101/ Fee Simple TitlehOlder Address I ~oo"_cl."_~".o ,----, ~.. [ L --~".' -'-0,-, ._~~:=:::-.. ~I~ :8~:3~;"1.mj Owner Phone Number I I Owner Phone Number I I I I I ~r'" Owner'e Address I (04 \.;).. 4,j\.LM.~ "\\~ Fee Simple Titleholder Name I ~ \ t.:\ JOB ADDRESS 1(,,+1;;). ~ <An"" "$f': '"!>,... I ~\ \)..(,A O",\U!. PARCELlD#lo3 '~lo'do\' Ol.;).() -00000 . 09~ (081 AINED FROM PROPERTY TAX NOTICE) LOT# SUBDIVISION WORK PROPOSED B D NEW CONSTR INSTALL B CJ ADD/AL T REPAIR SIGN D MOVE D DEMOLISH Q BUILDING b 1 ~LA,OO D ELECTRICAL D D OTHER I TYPE OF CONSTRUCTION 0 BLOCK CJ FRAME D STEEL D OTHER I I DESCRIPTIONOFWORK I ':::hb{G.s~ (j'O'()\ ~~ ~I )lrtNl f(llloy.lre BUILDING SIZE I SQ FOOTAGE I ' I HEIGHT I I ~~~~~~~~~~~..~:-1','.=."~......!it..i.'!!~~~~~~~~~~~~~ 1$ " ~ O<,L , -L.r~\ lo Ce. '""' 1$ I 1$ I 1$ I o ROOFING D FINISHED FLOOR ELEVATIONS I I PROPOSED USE SFR COMM VALUATION OF TOTAl CONSTRUCTION AMP SERVICE CJ PROGRESS ENERGY o W,R.E.C MECHANICAL VALUATION OF MECHANICAL INSTALLATION ~~e., vi D D PLUMBING o GAS SPE61AL TY 0 FLOOD ZONE AREA OTHER DYES DNO Addre.. License # ~ ----_~_il~-.aiIL_,"" D ~IIA;IA"-~j)Oi>~7'- ~ FEE ENT Y IG1C/<f~78 I I 'lI~L LIcense # I E:C_J3ro ,.~S"') I I~ fil?:V!J ~ 1<- I lK:ens€ # I c.#c /</-9P 7L.3' I I I I I BUILDER SIGNATURE ELECTRICIAN SIGNATURE Address PLUMBER SIGNATURE Addr..s~ MECHANICAL I SIGNATURE . Address L OTHER I SIGNATURE Addre.. , COMPANY REGrSiERED L..!.L.tU FEE CURRENT ~ License # COMPANY REGISTERED L..!.L.tU FEE CURRENT L.!'.!..!:U License # 'J.-~~~~~~~~~~~~~':l"'~~&~~r:.{~~~~~~,JJ1:;;'~.M'~c:~.n~~.n:,;;~xn~~ RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms Minimum ten (10) working days after submittal data. Required onstte, Construction Plans, Sanitary Facilities & 1 dumpster COMMERCIAL Attach (3) sets of Building Plans; (1) set of Energy Forms. Minimum ten (10) working days after submittal date. Required onsile, Construction Plans, Sanitary Facilities & 1 dumpster All commercial requirements must meet compliance. SIGN PERMIT Attach (2) sets of Engineered Plans_ ....PROPERTy SURVEY required for all NEW construc1ion. ~:;t!M.~~~~~~"2!.~~~~.~~-8~~ffi!t~'~~~~.h~~,i1G--:;.iiI;,.ii!~~~~--m~J~~~:mJ; Directions: Fill out application completely_ Owner & Contractor sign back at application, notarized If over $2500, a Notice of Commencement is required, {Ale upgrades over $5000} Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades NC Driveways Fences (PloVSurvey/Footage) SQ, FEET PRICE MAIN OR LIVING: - $ 91.00 OTHER AREA UNDER ROOF: - $ 91.00 OTHER: - $ - VALUATION $ 57.664.00 FEE SHEET $ 312.00 ADDRESS $ - DRIVEWAY $ - BUILDING: $ 318.24 ELECTRICAL: $ 35.00 PLUMBING: $ 35.00 MECHANICAL: $ - SUB-TOTAL $ 388.24 RADON: $ - TOTAL $ 388.24 SEWER: $ - WATER: $ - IRRIGATION: $ - TOTAL: $ - WATER METER:I $ IRRIGATION METER $ - I FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - PUBLIC SAFETY IMPACT FEES POLICE $ - FIRE $ - 5% $ - TOTAL: $ - SUB-TOTAL $ 388.24 I PARK IMPACT FEESI $ - I SIF'S: $ - 100.0% $ - 1.0% $ - TOTAL: $ - TI F 'S :1 $ 99% $ 1% $ ~ I TOTAL: $ 388.241 Of', G I\~ q L- \Q. A.(')S i..~ Q.U '\ V\ ~ty,+- 0(' 5'375.6/":)- 00,0.;" C'h~1f'c9. (2(."<\, ~CTE::1:> C ~A-c"\OR. - ~ \>ivY'\~- Fd< ~.SC31~C~~- OL-\) i?'lV"'~ CI< e,e.kQcJu,p cl. -4\C~~ U~&& . ~'""0) c..c.)Crec~ (Y . SILVER OAKS COMMUNITY ASSOCIA liON DESIGN REVIEW COMMITTEE DRe ADDRESS: ORC PERMIT NUMBER: 2000-;: ~ '5 PERMIT TYPE: ;1/FuJ ,PooL {; 'I/:L /4r'~--'1M &/Jif ZEPHYRHILLS, FLORIDA 33542 CONTRACTOR 8~/?6lE- ;26b-,L ~oc:....s- Lie 1/ C' /' C / Y J-- 6 71 :? ORC INSPECTION REQUIRED /} ?E1Z- S:~" vet- c.)/17tJ /7/ZflC/f!c.l 5&Z-Jf4~ VI I I sc.CJ)~,J 6_ NOTES: ~/ AI 8c DR~AIRPERSON ? I I~ I ;U;:O) DATE DISPLAY PERMIT IN FRONT OF RESIDENCE PROTECT CARD FROM WEATHER This permit is official approval correspondence from the Silver Oaks Community Association Design Review Committee/Board of Directors. Additional permits may be required from other aovernmental entities. 11:27 FAX ~ 002/002 08/10/2007 11: 27 FAX ~001/002 Barrier Reef Pools ofPforitfa 8949 Gall Blvd. Zephyrhills, FL 33541 Ton Free (866) 690-5550 Local (813) 788-1555 Fo (813) 715-4875 FL 1..id# CPC1456713 1VWW .barrierreefpoolsulUl.tom Date 8-10..07 Pages 2 (includes cover) Company Zephyrhills Building Depl Phone 813-780-0020 Fax 813-780-0021 Attention Jackie Subject B08+412 Huntington Dr Message: Jackie here's the Silver Deb Permit-at bottom It says that It is official Approval correspondence from the Silver Oaks Community Association Design Review Committee. Please let me Icnow if thi. Is what you are looking for. Thanks MIss; Any Questions Contact Missi DRP Fax Cover Sheet Fnon.cIoc Paul Schaper Construction Inc Barrier Reef Pools Ofpforid'a 8949 Gall Boulevard, Zephyrhills, FL 33541 Local (813) 188-1555 Fax (813) 1154815 FL Lie #CPC1456113 www.barrierreefpoolsusa.com Customer [Mr & Mrs 80S _ -- Addres~ 6412 Huntington Dr City r Zephyrhills State I FL fC( ~ ~O~ S-- Salesperson Phone John C Schaper 813-862-3667 I 5-10-07 Zip I POOL KIT COLOR: b!J Included 10 Included o Included 10 Included 33542 Date MODEL: o Included o Included o Included o Included o Included Pacific V Permit 1 HP Pump #125 Cartridge Filter Salt Water Chlorinator Tile Coping - Standard Ocean Standard Electrical Connection Installation Start-up Chemicals Hand Over Equipmen!________ pool kit subtotal POOL OPTIONS 22,600.00 b!J Included Easy Touch Pool 4 Control System HEATING OPTIONS o Included -~--"-----_.........__.~--,._.__._-~ - __u. 8 - Hydro-Therapy Spa Jets 4 - 4' X 12.5' Solar Panels o Included 1 - Silencer Air Blower W Air Chamber " w/Auto Thermostat and Solar Blanket Gd-Included Little Shark Auto Cleaner WATERFAll OPTIONS . o Included SAL / Color Logic Spa Lite or SAM 4' Display Tfer-Wat~r Featurew! Sjade=StacklStoneFace- o Included Pump Upgrade to 1 1/2 HP Pump Fibrestar Lighted Rainfall Water Blade DECK OPTIONS SCREeN"ENClOSURE - r42'x-20' RiB Concrete W Textured Acrylic Aluminum Gable/Hip Pool Enclosufff{Bronze ')) ---- 10' X 18,' RIB Concrete W Textured Acrylic Super Gutter & Beam & Super GUUCT ./ -----.---, .... --,-. 3'0"x 6'-8" Screen Door w/Lock & Clsr 1:_____ ------ ,--------- ,------------ ------------ --, 53' - Deck 0 Drain 10' X 18' Elite Insulated Roof wi Fan Beam SPECIAL CONOITI,ONS Install French Doors in Patio on Time & Material Basis - Upon Apr. Material @ Cost Plus / Time $65 Per Hour L~~~!<!l:l_~J_e_G!~~I_(~_l:l~~~~l:lt!!!~a_IIf3lectriC outlets - 2 - und roof on covered Lanai - Install electric to Fan Beam for light and Fan ~'ti\- teep ~~s.~ -ecl:>e~e_ Waterfall fit on the edge of Pool Deck Centered on Pool - reen Enclosure to go over Waterfall - Tile to match Pool options and special conditions subtotal 36,064.00 TOTAl- QUOTE .00 Retainer ## $0.00 10% $5,866.00 ~------~----- ..n_ __,_~ _.._....___ ______'_M 35% $20,532.00 35% $20,532.00 " 9.15% $11,234.00 Balance ## $500.00 PAYMENT ~c~r SCHEDULE Due upon Signing _~~},-'!le.f.lt_1-_!::llle .llpon. _ ~e.liv~ry_-,,-~~_~~ _._______ Payment 2 - Due Upon Tie Beam Coping Form yayment 3 - Due upon ~l,"", l "" y ~..Q:":'~ ~I'(\ Final Payment Due on Handover Equipment DELIVERY Delivery of your pool is scheduled for ITEMS NOT Electrical Service; Rock Excavation; Underground Water or problems caused by Storm Water. INCLUDED Relocation of Service Lines; Dumping of removed debris, Client hereby agrees that BARRIER REEF POOLS OF FLORIDA is not responsible (but all care taken) for any damage to concrete, driveways, paths, gardens, underground drains, pipes, etc., or any plant life on or near the route of access and around Pool Area_ Price valid for 3lHlays_ Collection costs if any. together with interest shall be added to the contract price if payment default occurs_ Cancellation of the contract after the 72-hour grace period shall incur a nominal fee_ A / DATE 6,[ / /.;-/ (J 2007-Jul-27 10:08 AM PROGRESS ENERGY 8137150824 1/1 D Progress Energy. July 27,2007 Barrier Reef Pools 8949 Gall Boulevard Zephyrhills, Florida 33541 Phone: 813-788-1555 Fax: 813-715-4875 SUBJECT: PROPOSED SWIMMING POOL CONSTRUCTION AT: 6412 Huntington Drive, Zephyrhills, Florida Dear Valued Customer: Thank you for notifying us of your proposed sWimming pool construction at the above location. We have checked our 'facilities for this location 'and there does not appear to be any conflict with the location of the pool. Therefore, we have no objection to the proposed construction. Prior to diggina please call Sunshine One at 1w800-432w4770. Florida law requires excavators to call this number so that underaround utilitv equipment can be I_ocated before excavation to avoid personal iniury and damaae to equipment. If you have any questions or require any additional information, p'lease call our office at 727-372- 5154, ' Sincerely, PROGRESS ENERGY FLORIDA, INC. QflL . .._".-4. _. _ _ ._ _". .".. ., ._. . ., Douglas Kirk Distribution Engineering DK/atn SOUTHCOAST DIVISION ENGINEERING. 4121 St. Lawrence Drive. New Port Richey. Florida 34653 , Telephone (727) 372-5159 Fax. (727) 372-5117 PROGRESS ENERGY II I ._.....r RESIDENTIAL ~WIMMING_POOL, SPA ANDIOR HOT TUB SAFETY ACT NOIICE OF REQUIREMENTS _ I (W,) acknoWI'dg, '11001 , "ow 'W""ml". pool. 'P' m 1001 lub will b, oon","c',d m In'i'"'d " -- -' and hereby affirm thai one of Ihe following IP1ease Prinl Slteol AddlCHI methods will be Used 10 meet the requirements of Chapter 515, Florida Statutes: Th, pooi will b, 1'0""" 'com ac"" '0 II" 1000" by .n 'ncf"u" ih" m"i, ih, I><>oi b.nl" requirements of Florida Slatute 515.29; he pool will be equipped wilh an approved safely pOol caver Ihal compiles with A ™ F13'6'91 (Sf.nd"d P"fmm",JC' Sp,cfll,"IIon, fm S.f,'y C""" fm Swimming Pooi,. Sp sand Hol Tubs); All 0," 'nd window, P''''d'''g dl"" 'ccm 110'" u," """,, '0 II," pool .nd loc'ied wilhln 110, ,nc' '"""'n" "QoI,," by 110, P"co Counly "'n" De"'opm,nl Cod" Secllon 530.4(0). will b, "'Pp,d w"h'n e>i' 01,,'0 Ih" 10" , mlnlmom 'oO"d P"'"O" "ling 0' 65 decfbel. a' '0 feel A doo," P'",ldlng' dk'cl acc"" "om 'he home 10 Ih, pooi ,"d ioc"ed wllhln Ihe n"o,o"",nc, "Qol,," by 'h, P"oo Coon'y "'''d Deoelopmool Code, Secllon 630.4(0). Will be 'QulpP'd wllh "1f"'o,ln.. "".I,rehln. deolc", wlfh "'e", mech,"l,m, pl'ced "0 low" Ihan 54" above Ihe floor or deCk; . 1 I UNDERSTAND AND AGREE THA r NOr HA VING AT LEAST ONE OF THE ABOVE INSTALLED AT THE TIME OF FINAL INSPECTION, OR WHEN THE POOL IS COMPLETED FOR CONffiAcr PURPOSES, WILL CONSTITUTE A VIOLATION OF CHAPTER 515, F.S. AND WILL BE CONSIDERED AS COMMIITING A MISDEMEANOR OF THE SECOND DEGREE, PUNISHABLE BY FINES UP TO $500 AND/OR Up TO 60 DAYS IN JAIL AS ESTABLISHED IN CHAPTER 775, F.S. I FURTHER UNDERSTAND AND AGREE THAT THE .QlIlI/iJ;1LANP(Q/LCO.llIBA!;,IOR WILL eDMPL Y WITH THE FOLLOWING REGULA TIDNS eONeEl'll'lfflo SWlMMI~<:>l';~D/OR HOT TUB ENCLOSURES, IMMEDIA TEL Y UPON COMPLETION OF THE SWIMMING POOL, SPA DR HOT TUB. IN COMPLIANCE WITH SECTION 530.4 (0), PASCO COUNTY LAND DEVELOPMENT CODE: 1. Con,',ucf "ound 'he ,wlmml"g pool. 'P' 0' hollub , MINIMUM FOUR FOOT HIGH FENCE wilh "fI- do,lng. "If.larchlng g'i", The 'ence '0"" no' heoe 'ny g,P'. opening,. Inden'allon" prol"'810n,. 01 uclural componenls Ihat could aI/ow a young child 10 crawl under, squeeze Ihroughhor cl/mb over the " 'G"" '0"" open oulw"d aW'YflOm poo' 'Ie, Th, "'e,,'ng mech'nl'm ofJ e lalchlng deolc, mu be loc"'d on ih, pool,lde of Ihe gol, 'nd '0 placed Iha' If c'nno' be "'ached by a young child 00" 110, 'op 01 'hcough 'ny op,nlng 0' ",p. No opening In ih, 'ence m,y be larg. enough 10 adm,1 , four-i ch sphere_ Con, u'" 'C"en enclo,"" a'ound Ihe ,wI",mlng pool. 'p, 01 hoi 'ub wllh ,elf-ooolng, "If.lalchl"g ""e doo,". l,'ch" on "'e,'OI 'C"en doo" mu,1 be minimum 5' Inehe, 110m 110. eXle,'OI 'c".. sland ng surface. AI/ screen enclosures require BUilding Permils, p,ou d, 'nd uWi" a" 'PP'oned se'e 'Y. ,wlmmlng pool. 'p, 01 hol 'ub COO" 'ha' compile, wlfh ASTM F '6.9' IS""d"d P"'ormanee Speeflle,"o", 'or S,'"y COO"' 'or SWimming POOl" Sp" 'nd Hoi ub,) Such COO" "''''' b, c'p'b'e 01 b,",. seeu",y '''Iened 00" 'he ,wlmmlng. pool, 'p, 01 ho' lub when not in Use, , " I ,/ il I if II ! I FURTHER UNDERSTAND AND AGREE THAT on, 0' ih, enclo,",,, d"c"bed 'bone will be COmpleled prior 10 final inspection of the pool, spa or hollub. _ ADDITIONAll Y. I FURTHER UNDERSTAND AND AGREE THAT ih, owner wfll "qui", hl,/her pool oonlracio, and hl"he, 'cre'n encl"u", con'''clor U! apPllc'ble) 10 reQue" 'nd ,"ccm'ully poe, . Ifnal lnep,cl/on immedialely fol/owing the completion/inslal/alion of Ihe swimming pool, spa or holliJb, I IF THE SIGNATURE 0' Ih, eOn'''clOl, .cllng "ag,nl '01 own". app.." below, Ihe Con'"clo' PlOml'esl" good ',lfh 10 m,ke Ihe Own" aw,,, ollhe 'bone-d",cdb'd "9uir""enl' 'nd pe llies be'ore commenolng construction. . SWORN AND SUBSCRIBED BEFORE ME THIS /d-tl-, DAY OF ~ ' 2o~2 iN 0: o C II") OOe") Q. '& -' ~C~ 'E :g ~ ftl ::I '- IL:I:€ fIl iN >. O_-a, m"ltG) CON All:: UW a. Z<( II Ou JCJ) I &; ~, - u <1>CO <1>._ c.. (j') <( o ~ o ....J U. '0 CI) ....J o o Q. U. W W 0:: 0:: W ~ 0:: ~ ~ -~~ '1. . _ tr t!J- E?) ~ . 0:: W Z (9 ffj o .]8 ~ fu Q. w o -' Ii~ I ~ .U! ~ '11 DC:: o o c.. .~ E (tJ u.. C/) o CD ~ GlQ. _50 "0--'0 l!!E'Ot B::J , '6 13 ~.. GI III ~, o>~ .11 O~ r-.. ~ -II O~ ~ GI ~ ..... rm _l.lll_~~~_!l~-' -~ N =:: Ol .5 <") ~ r-.. lit ~ laaJlS ~ - <1> - -'z: <1> Q) .... ~ - - (j') (j') 199JlS ~ c: Q) -0 'en Q) 0:: i!Il1 lil!.h_ 100 ... u CD C 0 CD._ Q. W ('~ Q~ o c C") o 0 C") 0. c;, ..J ~C~ 'e :e ~ CU ~ ._ I.LJ:€ en N >- 0_-& to 'lit lU fDN <( o ~ o ~ u. - o en ~ o o 0- U. W W rr a:: w ~ rr <( co .]8 ~ ti: 0- w w o ;;;! ~M AD:: u~ Z<( II w Ou \;: 'en ~ .j~ '1 a: - f!)?\ E,-J ~ . lr W Z (9 fll o 'U! ~ 'V Ol o o a. ~ E (tJ LL (J) o lD 'U O~ .;:: 'VO~ ~ -U O~ _tt>._ i - --'Jl_r~!DUmr' ___n ill _s (") .s N = Q) lSSJlS l2?J - CD ... -'z ~ CD CD - L0- W - w lSSJlS Q) U C Q) "'C .00 Q) 0:: - -- v ;7 A SURVEY OF: . A PO/(JION OF UJr 91, SIL~ ~ , PIIASE .OIIE, AS llI'COIIIJEII IN PLAT IlOO/( 26 PAl;FS 46-49 INC.(.UsIW', 'OF TIlE PIIIlll C llI'COIlIIS OF PASCO COUNrY, F LI/fllllA.. SA 11/ PAIlcr L IiEIIIG IIESCIIIIiEII AS, CO/IlENCE AT THE lIE. CiIrINER OF SAIII LUl 91, SAIII POINT IiEIIIG ON A ClIIIIIE ClJICAVE TO TIlE ~. ,sArli CllRW' HAVING A rwnus OF 4S0. 00', CIIOf/11 OF 10. Op', CHOIW IlEAIIING OF S 1/'1'4" 30"1' . , THENcE RUN ALONG SAIII CIIRVE ANI/ fAST 1JtIII/I/A1/y OF SAIII LOT 91 AN ARC Ul srNjeE OF 10.00' TO TIlE P. T. OF SAIII CI/1/fJE FOR A P.O. 8. ; THENCE CONn1ilJE ALONG SAIII EAST lIOU1.IIIAw S 10'26' 4 ~"E , 70, 00'; TIEJ1CE - S 79'33''''''', 1 20.00' TO TIfE IIEsr. BIQ/IJA.Ry OF. SA I II. LUl 91; THENCE 1I/JN N 10"26'42"01, ALONG SAlllllEsr 1JtIII/I/A1/y 40.00' TO THE P.C. OF A CllRW' TO THE R19I1, SAIII CIIRVE I/AVING A lIAlIIUS OF 3S9. 61 '; CllOIID OF 30.03', CIIO/ltnJtAIIIIIG OF N 0"03' 09"111, TllENCE 1I/JN ALONG SAIII ClIIl\If AN A1IC IIlsrANcr OF 30.03'; THENCE _ N 79'33'''"1', IIt.7S' TO TIlE . POINT OF IlEGINNING.COIfTArNlNG O./fZS ACt/Es . :. . SUSJEcr TO A UTIliTY EASEW!/tr OVER ANI/ ACROSS TIlE IlESTFRlY S' ANI/ TIlE EASTERLY /0' TllEtlEOF. ~c. .'3 NOTES: ' ~ t. BOuNoARY SURVfY (ilLy. 1.. .IEGAL fJESCIlIPrlON WITTEN BY THIS ()FFICE. 3. BEARINGS ~O ON S 10.26'41."E (ASSlJI"EVJ ALONG' THE fAST BaINONlY OF lOT 9'. 4. THIS SURVEYOR IS NOT RESPONSIBLE FOR EASEIENTS, RIGHT -oF-lf..\YS OR ENCUMBRANCES OF RECoRv. NOT SHOfI/N HEREON THAT HAVE NOT BEEN FURNISHEO TO THIS OFF1~ OR THAT HE HAS NO KNlX1/LE1JQ? THEREOF", l.E~NV FIP c FOUNO IRON PIPE FIR .. FOUNO IRON Rot) P.O.B. .. POINT OF BEGINNING (MJ :: /lEASUREO real.) : CALCVLI/TeD' III = 3D\. \ \ .,. I 99 I \ R = 450.00. M CB=S 09048 30 E \ c= /0.00' ~ \\ A"o.od .-~ 105 r-60' I I - - - FlP (ClafY' . ,. ,.' \ l~nd.ll.It.~ dis~ _2260 1 5' utility ease ment S,<?" 1 ;---\ - . FlP ( ell 97 \ l-- --\ ~\ '-:----, > 54.0' , \8" 'II S 1903_3 _ -- , 'S3.1.n 1 Y lS 'V1:1 aO:ZL... NOLl::>3S 0.1. J.NYnS~nd 3000 3MlVtI.l.SINI.-v01f -V1:1 9-HI-I IZ ~3.LdVHO NI 'SijOA3^ijnS ONV1 :lO'OI:lV09 VO'~01:1 31-1.1. AB H.LijO:l .l3S SO~VONVJ.S W::>INH03.1. I1n~'NI.-v 3H1 01 ~~O:lNOO .lV1d SfH! ONY A3^ijns 3H.l ONV :l03ij3H! Nm.LV.lN3S3ijd3~ 3ntU V SI .LV ""1 . , NY 3mll SI .LI .lVH.l S\ SS? A.l1:l3dO~d a391~OS30 3^09V 3i-u :10 A3^l:Ins Y 30V~ 3^VH 3M .lVH.l 'II..\~ ~S ('\,,,\~ \~ ~ ~ HJ.11H ?l3.l.7YM :S31.:f1ll:f30 SIH.l ~ o~". SO'o"1~S'?)'''' NOI1.Jn~NOJ 11l3.l.S .rD o~'O S ()-;s'lt''O'0 AlNTIOJ O::JSVd :JO -:>lfMl NnS ))\'1'- ~ l'-> tJN1l:l 3JiMlnsNI 31.111 S' ,A3MJOllY c '\1 ~.t \' ~O ..". J *)tV1S1S' 1 NIV1:r.>,., '\'4~;J i0\\'\: \ · - b -2/ / 2~.,,/- "J 3l.YCJ '01:1 ~ E6' )fOOB '01:1 r 'Z{;-O/-21 lJ.YO ~N'.u^lInS llOE-SSUZZS9-SSl (EIS) , '3 ..~ '.(""H HiE8E ) tu\\O~g.lI. 1119 nos, H.L;?IoU UOS;y').gJ,SI9 ~3SIM" > 11':>.71 Ut ~3JUV1C;19 (2) 9'3SIl\3a ,6 - 2/ 03V11t10.:l1:13d A3^I:IOS l\1NI.::I IWl:f0.:HJ3d A3Mms NOl.llfONOO.:l _ ---- SSSC. 'S'''d 'NMOl:f9 '1:1 11'8 _.-..-~V' -. I . vi -, "-~"-~'--'~l: / Y (.. - ---- c;:::;/. " ) ----_._-"-,..-.'._._-----""----_._--~ City of Zephyr bills BUILDING PLAN REVIEW COJv1MENTS Date Received: . , , /xrrrH 1..eef-16ols ,)- ?iJ--07 hi 2- ~iykn JJ~ .. bere tu.w PJ w J J I ~I o'7v./'f' . CP:'~7~) -ContractorlHomeowner: Site: Permit TyPe: Approved wIno =mentsf Approved withe below comments: 0 Denied withe below comments: 0 , t with the permit and/or plans. Kalvin, .-j 0'-'0) Date Contractor and/or HomeovvneI' (Required when comments are present) STATE: OF p~oA . ~ ' COUNTY ()~. PASCq ..,. THIS 18,JO CERTIFY TH"T THE FOREGOING IS A "fRUE ANO cO~EC'fIMP'fOf THE O~MENT ON FILE OfI' O~ PUBl.IO RECbao IN THIS OffICE. WITNESS MY HAND A- OffiCIAl-SEAL THIS.iQ.. DAY 01= '1:' 2 ./}EI JEt) P ~ Q.~RK OF CIReUIT COUAT . ' . . . . OEPUTY CLERK BV_ 1111111111111111I1111I111I1111111111111111111111111I11111111 2007128737 Rcpt: 1118136 Rec: 10,00 DS: 0.00 IT: 0,00 07/30/07 Dpty Clerk JED PITTMAN, PASCO COUNTY CLERK 07/30/07 12:43r 1 .,f 1. OR BK 758~ PG 93 NOTICE OF COMMENCEMENT State of Florida County of Pasco THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida State Statutes, the following information is provided in this Notice of Commencement: 1. Description of Property: Parcel No. 0 ~ '~19 ~ d-,\ - 01 J-.D . 00000 · 098D 2. General Description of hnprovement 3-,kfwo -0" 0\ ' :~i.",:; Af\, _\.- _\ -;/ ~ ~~~ I 3. Owner Information: Name P \,\CJrQ-eJ ~OS Address~\;}... ~~~ ~r city~~k\'t\ State =+L zipJ3S4~ Phone No_ ~ \ 3 . 810 'J,.. ~(,pu> 'l Fax No. R 4. Contractor: Paul Schaper Construction, Inc., 8949 Gall Blvd., Zephyrhills, Fl33541 5. Surety: Bauer & Associates, 12210 HWY 301, Dade City, and 833525 6. Lender: Name/Address: rl I~ 7. Persons within the State of Florida designated by Owner upon who notices or other Documents may be served as provided by Section 713. 13 (l)(a)(7), Florida Statutes. 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713. 13(1)(b), Florida Statutes: Paul Schaper, Contractor, 8949 Gall Blvd, Zephyrhills, FL 33541 9. Expiration date of Notice of Commencement (the expiration date is 1year from the Date of recording unless a different date is specified.) Si~atureof4k~wJ.._ -r. M" Printed Name: 1\1\) C ~/1~L -r. l5' a f ID:lI too ,() } ')!) J'j.. ( Personally Known Notary Public: (Type, Print, or St ~ 20 fl. RON-L-ALUMINUM 3122 MCINTOSH RD. DOVER, FL 33527 Office # 813 661-7288 Fax # 813 661-2922 To Whom It May Concern: This letter is to authorize the following to pickup and sign any documents on Behalf of Ronald Allen for Ron-L-Aluminum. Gail Potter Everett Potter Karen Moyer Janet Warczytowa Nettie Allen Sincerely, . !\OTARY Pt"BLlC.sTATE OF FLORIDA , ............. Tiffany Weaver f W 1 Commission It DD668959 \WI./ Expires: APR, 30. 2011 ~~ ~~ ~~ Oto ~l:I: II I r J 1 I ,I :\ \ I, i 11 I to Ii! ~~ o ~~ t<H t" t" LlIiI ~ tjw~>, O~Ot" <t.J!2:t" Ii'Jt.JLlIiI ~~t"~ 0>' t"~ HdO ~iS~ O~t" to tJ l:I: ~ ~ 'lit t" 'w w VI t.J -.J o ~ BI !2: t-3 CXl tdSlo~f:w ....(1) (1) " ~ 11 11 Slo to ... III 'tI ..... rrrrtrLllil 0 ....IJ"(1) 0 0 o (1) ~H 0\ ~ ~~ ~ 0 /l.ol1', t-30\ III 0 Ht< 0 rr<to 0 (1).... to w ., lD 0 t-3 w ....LlIiI~ VI >'0 ~d ~ ~ ~ E~ : ~ HlLllil~ 0 .. tj,,' 0 o nO "" IJ" 0 VI 011I, ,12.:,' Q\ o~:,~' 0\ CXlS":~' ~' 11 '0 ' " "t-3 5"\~,:.!:::, 'lit to t" H o ~ to LlIiI' tj .' LlIiI ,,~,'~ 8; ~. t-30 ~"il d' OtJ:I, t-3d Hto en OH ~ ~= ,)> Hto ..;;1 ~~.. 0 ,~~~ ~ r- t<'tI:o 8~ ~ H'lIt C OLllil)> LlIiIto l2lto toH HO ~~ t" tJ:I ~~ ,~ t-3 H o Z tA m i I:'t o 0\ o OD ~ ... o t.J OD OD t.J ';t:o ~ i r 01 ~[ ~l :I: I m. ;:01 mi i "OJ CD r c )> CIl CIl ~ ~ c: .~ rn (J) " -< " " ~ 6 - CIl)> Z !!? " o " _z <: m o ;= ~~ (J) n m g ~ ~ d (J) 6 m z Z -I ~ ~ m" )> n m 'ii in ~>< " m ~:;o m o m - 1J -I -I :r in 0 m 0 m c: 8 G'l ;;: tD rn ~ )lo~O >wm xo.~ ;U"'-l mCf'> ~:c>< :000 -100 :E r :r r m m Z 0 < -l )lo 0 6 ;:0 )lo -I m !J ~~ ~o i'J' ON 0<0 .....W ...... . . ~ , <:lOCD 001 o )>;;:Z 0)>)> 0;=;;:: ~Zm (JIG) (JI OW)> o~r <~fn ~~Z "C)::o rZO W-lZ WO)> OIenr ~:::cO , -- 0::0::0 goo o Z r )> r C ~ Z C ~ Z C) I\,) 0 0 ...., I I\,) 0 0 0 <0 0 0 9 t:) 00 0 C) :I: 0 0 CIl N 0 0 r " m ~r n(/) !OJ Z 0 C) m CIl ::0 0 Z tD 0 0 -l c: C ~ en G> Z " :r: C) m ~ -l en () 0 en CIl 0 ::0 ~ ~ C r "1) Z c m ~ WI ~ wi Z OJ c 0 C ~ (/) ~ z CIlm to Su> ::0 ~ CIl(/) -l ~ 0 ::0 ::0 11O m m 0 () ::0 m !!! C) "'tJ -l m -f <N 5 l: ;2 m Z ~ ::o~ wC) m w_ CIl OIZ N-l .....0 en ...... :::c 0 ::0 0 ::0 m m >< Z ::E m ~ ::0 m r en U) en I C Co) ... 2l:r 0 j;~ I I\,) ;nen 0 G)-I 0 m m ...... 00 0 I\.) ." :--J 0 0 r- -10 5 <:lO ~O z 0 0 0 0 d \"') \. I 1'\ \~ ~ "NOTICE" OF ADDITION OR CORRECTION BUILDING DEPARTMENT CITY OF ZEPHYRHILLS DO NOT REMOVE DATE PERMIT 0#- ~ N fT~N \)t1-. J ~ l~l loq t> 2. THIS .JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job _ will be accepted, (I) ~J\.r LA bt\\ @ ~~\)YL ~---L~~rl~ ~"6jf<+~ ~-.)\~ fi.Jl H~1:' ~~O.Z't~l(3) [ \I'l '-""")1~ ~ 1\16\ ,r.J>r~ OFFICE HOURS 7:30 AM - 5 PM MON.-FRI. It is unla'Arful for any Carpenter, Contractor, Builder, or other persons, to cover or c:ause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation_ INSPECTO RICHTER ENGINEERING INC. MARK RICHTER PE# 56196 AUGUST 28, 2007 TO: BUILDING OFFICIALS OR PLANS EXAMINERS (ANY FLORIDA COUNTY, CITY OR MUNICIPALITY) Ref: MASTER SET POOL ENCLOSURE ALUMINUM CONSTRUCTION STANDARDS 2007-2008 REGISTRATION SERIES: To whom it may concern: This is to confirm that Ron-L-Aluminum is authorized to submit for "plans on file" our 2007- 2008, ALUMINUM CONSTRUCTION STANDARDS FOR SCREENED ROOf. ENCLO- SURES RON-L SPECIAL EDITION. which meets the design criteria of the 2004 FBC AND 2006 Supplements and ASCE 7-02, for a period expiring DECEMBER 31,2008 The bound, signed and sealed cover sheet is considered inclusive certification of the set. These standards are applicable to the State of Florida only and are for a minimum wind speed zone of 130 mph. Site specific engineering must he obtained for any job that is an area that is designated above 130 mph and/or Exposure C or commercial construction. . The use of engineered manufactured products by Structall Building Systems, Ashe Industries, and Metals USA regarding structural cladding roof pans and foam composite panels is permis- sible and can be incorporated into the proposed construction of the screen enclosure and we provide concurrence related to typical cOlmection details or propriety products if those products have a current Product Approval Code issued by the Florida Dept of Community Affairs and must be identified on any & each shop drawing. We will notify you of any changes, additions, addendum, omissions or errors. MARK V. RICHTER, P.E. 56196 REView OATE OJ - (~. D) CITY OF ZEPH~, ILl~ PLANS EXAM'NER~_-L{> / ALL \,\lORK SHAL '. PREVAILING CODL COlviPL, Y WTTrf 4.' " COIT'\ ES ]'L - . , LL . vE, NATION ~,' ORIDA BUI' n. Crr'v " AL ELECTR LD,;. J . . OF ZEPFIYRHILL' IC CODE AN', S ORDINANC'l.:(' '-- ~L..J , --- :. ~ ~1 ~~ ~~ .ft ~t a:.- .~~ 1.lO H :~ '2 ~ - f r~ 1 ;:.: ~, '. ~.z. ,j" ~- -;:'.;'. ;, p, ? ::; L:: -;. r.~ ~ .~ .." C -. ~~ :;,.' t; fj ~ t:: (;. "" O-_'-'-,',>;/}. ~r t: J5 a :3 ,....fr $E?;.g:e. [ri~~ :I'I~~.:!: ls~~ L= ~f IS .,,- e -' ~ ~if ::r 1':1 t>J 30 g? lA ~ b5--: ':d.=;: ~ ,- ?'~ tf v; ..... -; ;;j '" ,- .... m l~, ~' ~. .. G ~~ f. :.: 5! ~~ :;:: :. ;.0 ;:. t ;~ ~ ~. z' ~: ~ 8 Uf~~ ;J.~hO,;g ~~I_~ ~~ ""O\;j -; E.~H1 ~. ~~ u.Q ~;;~.:: .~ J~ 2 !:~' nn ,~ '" ~ ?:: .:i " - ~. '-'.. :,l ~'::':: ~> t. .;; i:. ~.-;~ i-;., ..... ~~ k ?r' f @- ~ g.. ~ 8; c ',,,, t~. ~ ~ 0:. (II 2. ~_r~ ~! S 8 ~ {i~. ::., ~ 0 !-t. v.__...oon .~ ~ ~: ~. t. ~ ...; ('J...... ,._ () (j'""' y; ~ ~ ~..o c:; ;3' ~ s ~ p ~'"'iV)=r)o... :-.3~-:r:g ~ r; o' Vi" 3 ''0 c.' i:l :>> '0 '-:' '-'. V1 -' c 5? '71 ::r 0- ~ ~'~~a~S ~ ~:/:I 0--"0 ~f,~~r:~ :3 0 O-~ ~ C)ondVl f)''G~.,.,.<Il -: .- OQ -:. c::: ~:2,~'8:g. ~n~p)~ :=g::ro""'t o.-(100~ <10 3 S:<;! ::;.. 6-5 S!:o-g .:::1,~"~ :'fJ. e->'o::r,,; (bo -1 n ;:J tI'J ~ a.. ;::r -. o "1 '0 '" ~ 5:"":1 ~s ~ ~ ~ g- ;~ ~;t~ ~ ~ n ~ ~~~ ~~9- ~ ~~:;.~Oo:n~ c:;'\~ 6:t:~~ =-'thOOW::2 ~~ e~ ~ ~ Yo ~ <> '"', ~ ~ ~ .,g ~ ~ ~! ~ :J:';:~x~0 s' z ~~~~~6~ ~ ~ g~mi ~ i ;o~C).....t... ..... ;?,;!~8B <f ~~~5~ ~ ~~~~.~ 2 ~. ~~i :/: . ='2" :0 - ~ :; '" 5 ::; ,., '" -~~~~~""""""'''''''''';''~._~.~ ~ '7. u: >- ~ ",,~ I '~\il !:i_~ it,'!j#IIfl ,,.1,,,. '! lti1;:~i~<' 1\ ,I I- ~. en (') ~ ::n Z ;;0 8 ~ ,. v, r. '" ~~ .; '"T'1 ""rj 0 "'1 0 ::r:: '4 ...... V'J N GQ ("') 0 0-' '"1 0 (tl (J) {'P --.J ~ 'U ;::s >- 0 (tl (l) >---' (D 0- C Z p.. ~ d I > 0 ...... r ::> tn ::;l 0 C ::;l 0.. I-t) S (Jq GlJ ~ tTJ ...... ~ () ::J a ::;j :;0 l?=J l ...... 0 0 (1) _. ::s I---' :::s CD () (~ Ai 0 -,] 0- en ., :::s- o U) ....... I=l I r-+ ::3 r-t- ~.. to c ., (t) '~ '-l ::::: UQ >-t 0 CD D - ('''i 3 C/l <"""I- ::;j ...... (iJ (D RP 0 0 ;:j g t:J V'1 (/) ~ (D (j ...... ~ . 0'" ., ~ :::. (l) ::::J I>ooii CD 0- 0 00 ~ ?;'~ ~ Z 0- C!3.0 en 0 8 0 V'J c;n ~. , ,~ if"" :;. \'11- '.{.. ~ ~.t ""~I~' ~~'~'-- . "<'" f~F-, '\r '" ,'Ii/loa. ~,:~.j;.., ~:r"~~ ",t}., ~,:,' ._T:.,;::~~; > ;:i5 ~ (TJ f,"" t..,) if, -J o ~ -< ~ "W,i " I , , VI ::T " :1 . I ~ ~~ o .." I ~ it t ~ i g i l "- ;< t ii' D f- a k !I. ~ i f(;~;:; ~7f.~ ~r:~ ~~~ ~:O:~ "':.. t'1~ ~:; 2~ ....., ~?o-- :;.~ ;;i... $~ ~r; j:;j~ i3~ ~~ '~... ~a ~~ .., ..., 0- ::I. fr;l 3: ~ ~ ~. S:!!' g ~.~ 3 Ofr ~>&.~ 5. ~ ~ PJo ... tT1 !_ ... IVl.....S;[ 6...... f--' ~ 3: ~ (1)& e .a c;l '0 "2.0 :r 3 '" ~~ Pi> -to X I\) ?< o 01:xJ 00. O~ . .. ~,.. 00 Z )> -C "'.. E~ <r~ o:~ 9!; o -l ..'" '" >- .... ." !d c "- VI <"": ." (3 '" -l VI ... :.- ,... ~ o Cl '" ;! m '" Yo <" <:; g:..., ~;:;: .... ~ oa ~ t-.) o!\..--g >@~'t"n..... ~~ ~~:< :;: ~ S' ~ 00 :!l ;0 0\ ~ 6:&:"'~ :""t.AOOW~ SN ~2. ::I '-'fir ~ """ ~~ "'- '.t:~ 0- >;:j <""::x ~b :':'0 ~~ ... ~o )on ?l~ ~~ ~; ~~ ~~ "'''' '1:::: !;:'" o o SO' 9 ;., lJl I:) ~ g t....:...- i;; 4 ~~' - -g:_ l I . "I ~:~~ I r-:- o?' - I I' I I .~J';., , . ~, u. 5': 8H ;, . ,....1 ~ "'; o ""' i '" 01 <:> I\) X I\) ?<:o ~o o~ . 00'" Z )> '1J ()l X flI" ~ n1 ~ I I . .N ~ 8 Ol 0" I t- is: '" i ,_ 'I I i Ii,., ' , U\ ~ -rr . "/ 8:1 N.l I ! r.i '0 Q o ~~:::::~>~~ ';iIO.,,1T19:.o!"OI;;JI/) ~~~g~~~~ 8~"~~1!!",Z! "'r-Si~~",,,,;;1 O..-l~:.o'~!;:1!! Clo~f'lri:!i~~ Ci f'l>mv_ :/, "'""r;t~~:J ." ~8~1H8 Ci "'",00- VI ~-<?'N~ ~ ~iD&~c;. .' ~~~~~ ~ ~g g! o i:: a~ ~ ~ "go?! :s r;: ::fri ;:. Cl 00 o 3- '" 'O -< ". ~~I " ",,:j S. l!:Zg' :jSZlf" ~~~ o;;1[i .,,0, ~V;r 01 ~~, fflc.n~ ~fi2 o(3!i- ;;a~n 'Om <"":0 "'r- r-", 722\ -l :x '" "' -l >' m m -:.r. .... '" "" '" ~ '0 0- h, ~~ ::-- s. ;:;:~ ~ ~ ::::-- .. ~ -. ;!.~ ~ . CI1 :r a o ..., I :a o ~ r- ." JJ o ." m --f o JJ -< )> r- C s:: z c s:: m X --f JJ C en o z en p I ~~ "'w ')( :D. 00 c~ z(') 00 oo~ Z" )>0 "00 ,,- 0-1 oom -i ." o :D I\) X .~ X (:) 01 o (') o ~ " o 00 =i m 00 z )> " " o 00 -I I r----u ~ -~ , 01\) CT)( c/)w :J?< lUO "001 o --- ~ > " III :t > :!l:,:! "t r: f f; 3 0, " >- m x o~co'~~:c"''': -<r;..";!,..a....x .. - 0 m : . ~ .. ~.3: 0 : .... ;:; f ~ ":,!]. t ... t.=: ;0: '"'l ""_.c,!" 02:", ~t :.'f[ij; ~~(tI ~ 0"-. z""t'" :l .. 5' rri .. "1l " 0.. ' I.Ii P ;i:: :: ?~:- ~2> _.......0\ 0""::1 ;:~ :;: '2'z ": a . VI ':<: > "0 ~~t~f~;!I~ t'"o_'-Strl>_ o ~ e o' .. > z - -c" :l:l..a.... ..~o - m: ""'3:0~ - ~."oo...~;!n ~11i~~nm~ 0\ t g" iJ'l5" !" ."p.. P - !='.:- ,~~ ~~:~ !=tV; w .., ~ "^ , t-J >! .... ~ ~'. '^ . :I: o t'" t'" o ~ ~o I ~ - ----. . " w ~ .a-\ ::'>~"'3:>~,t.... ~~e,ao';.o "J~ >~t;o![I1 .CD,,: 5-.""~0-4 ' 2:0 - ....i!:f" "...3:2.!::....ni' ;1-."O&._....i!:~lD ......D... i:i~ 21';' ~ ~J: e.... " ... 8"" '-Pf:.:. .... "los:,pt:l;; 0\ - : ol: ~ ~ ~ ~ ~ >>;a"'J::>~'l!"" :::~;~.a~ l:I~ o ( a 0... . 0("-"" '0-4"l " g 0 - ....2: ... !l!"...3:2"l"....ni: ;':.,,08. 2i!i~' ~.~~i'::sn':t.C8 :;! I :. ~ =. JI ?S~' e e> 8 ., .. ~ ..!'"..Ii p- - o~~. ~$ t ~ - e, e .~ :..."^ ..... ~ 1 CD I CJ:l . 'i' ~~. " ,~ ~ ~ :; ~ ~ ~ ~. 'i 5~ ,,'g-~ ['l~l:I~ oo(.....g~f:o.... .. ~ 0 ... rn X r- 9:!"...:t:!!,\:-4oi' ~~Sl~-~2iii'" ~-I ;: c ~ 0 i:! ['I ... ~"~~ ~'!':' ~ :1\0.1 -c;o 6 :: ~.p ~ R ::,~..o~ 01..0\ -.. 'l,., L.. 0 I.J <> I . >>;'O"'7>;!l:l!.... Fii'~"n i~~Cl~ ~~ e as ?':a-r~ .. g: 0 .... CTI:Z: "" ",'" "'?::2.:---4-~k e~o~'S'g2i ,;., ~ i1e- n ['l "'1 g'" ~.~ ii..~ ,,~::.!,~g : ? OI?, .. ~ -_ u 0 !"'.-: ~_ t~ ... '; >>,....J::>;!l....... r- ii' ; i1 a ,,"' i': a ~ 5 ~ :;, 8- '" ['l:J: ": -<.. pr':'o'" :.: ~ 2. ;"--0 _ 1TI 2: t= ~ -,....~- 8""o&.;:S2i ;". u..... I: g .....n ~ I OJ E;; ':-; ~ '" =...:1. J: ~ -'" " ~~~ir'C:P : p~~ .~~ . - ~ ...... 0 - 1.,1 .~ I." ~~ ~ en . f.11 ~ ~ >>"''''.,..>~~'~ r~t.:103-7" tolX r- -. _ [Il CD ~ ~~f;8;;~a-4' ., a . - m :t r,. ~;;-2.I:oP -j: &."oz.:tgo. . u..,< I: :l1.An2.m ~~;l en :-:Cll" ... I g. ~ ;-~ z!" ~ 1 ~ P.. s'.C:P .. p~:' ~!:' - ..... "'" 0. 0 I ~~ .., ~ - (f) m r i1 , >~~~3::>;!l'l!"" .s: Fo-a31::?:Cl~ p ~: :; 8 ;; :;: <3 ",,'" '-1 .. <1'0 - ",,,.'" _ ",;;-...?::~p i:I~ Z ~ Z'{1 ~ E,~ ~ ~ ;., (j) ......IolC.~ ~&:l" ... I =. II :>..1: ~ '" ? ~~~<~'ctP- - 0 ~ ~ .~ a :.:. i.c I~ '09 :s ~ ~ -~,~ ;, ~ i ~ ~ ~ ~ O.:g"'?:~-I' ~:;. ~ '~2i~ ~;;-2"~2,:-,,,,~i: o."'O"'_~2: ;" 'r'.":l !:. ~ ,... n .;;!1 ;. ~ g.~ ~ ~ ~ ig-.Ei~O ~ ~~~'.~~' ~u,Oo. .09 - - .., ~ yt..! 9 OJ m p s:: (J) ...... .' '1J o .(J) -I (f) Sheet: OF Mail: 2:007 W. Reynolds St. Plant City, FI 33563 :U3.7S4-8148 Fa.'l: &13.752-0512 rlchter@englneer.com CA009356 lllcsc Smmlnnls & Plans Meetllle 2004 Florida lluilding Codes with 200(, Supplcmcnts & ^SCE 7-02 :,,[;1\111111111 Willd Spl'cd I HI. Ill(1h Inlorpolalioa between value. is ollowable HEIGHT INDICATED IS UNSUPPORTED LENGTII BElWEEN SLAB A BOTTOM OF 5MB BEAM OR PURLlN DESIGN CRITERIA: STRUcnJRE CLASSIFlC A nON: OPEN (REDUCED) .APPLICABLE WIND SPEED ZONES: 100 mph. 130 mph WIND IMPORTANCE FACTOR: 1-0_77 WIND EXPOSURE CATEGORY: BAND C 3 SECOND GUST FACTOR PER EXPOSURE CATEGORY DEFLECTION: Ll80 SCREEN ROOF DESIGN PRESSURE; P'" 10 Ibs.lsq,ft_ BEAM STlTC'HING: 24' 0,(. winl '10.3/4 SMS SCREEN GAUGE: J8x14 (AIR,PERMEABLE CLADDING) MAXIMUM LATERAL PURLIN SUPPORT SPACING BElWEEN BEAMS- 6'10' 0,(, IISE RON,L /'EAK /NSER1-AN/lRON.I, ElI'E CUI' INSERT RON.I_ "II( 'ROO HIOAMi/ -oU '.I1V/R_~/I. lOA ('I: ('( J.VNU '/I)f( (,I'/:""U;;/I.I'I ~ ~J :::.: ~ ~ ~ -; r-no,",>rr1:X r- "'- 3 lT1 'Z tD l,j ~g!l~o-i~ ,,7 om;!:,;:> ~o~t...J-tnl: '" It c' ... :I: ZS : ':' ;=- .. ~ (') ~ 0 .... '" ::I, '-. ZS ~ ~,,"'- Vl_ ~. 0 .. ,.. Z Vl ~. '0 t'rl" Z ;;~ c.n~t:J ... ~<j?). 01:("') ~ :~ >>~CI'l~>:!l~t-J l=~e:lio:O>-tl1>! o~ I: o'~ ~-ztol~ -<" :::0:::0"0-1>< ..2:0 - m:Co O\"....~o~....-... ~~~8.::~~~n.., If - OJ :.:!. n ....r=.e~...i'5 :I: '" ~ Q ,. -. of. :r. VI 0 E-?~~p[j!!=sr -OOOIl>?r-, .. . hi' .. I: 0 :::;;;:.... ~ ? I ~ ho'" ... ~ >>~II>""~~~,,",'" _ ., "' ..... a . ~oe:!lo - l:'>< O lIE C -, B tl1 Q;I "" '- 0 0. )... ... -<.. :::O:::o"a-l '-"; ,,2:0 - m:x:tt0 "," ....::: 0 p -... ~ O."Clo....~~()to,"^ e:..'<~s. 2:i'1"b: '-fiJ--..nZtl1 ..; r:. e (> of' , f):X: '" ; 0 ",;' 5' ~ ~ :;: 0 ~? . ..t-or- e- P.. P.r- -0",0 11>0 0 .. . <0 ~ "lo. "'" :::;= ..., o~ ~ b . A ... w ~~~~~~;!I;rl S ~ c' r:. B ~ >- Q;I --< & .. g g " ~ -I- " - 0 - m:I: ~"""'3:00 - ~?~~,;~g~ '~,d ~ ;: <> ~ n!i ;;:! 0... -. c. .... lil T g ... ..' p'.,;;:! ::0' f: .. 0 tii 0 ::p~;:' ~~ :::~t..a~ o~ wO .... ~ '1 1!: ~ ~ ~ ~ ~ ;!I ~. 'i r ~ ,,' r:. 8 ~ >- to ~ Ox...on z., -<- ":::0 .-0....:.< ;;. ~ 2. ~ ~ o.m == '~ 0- 08.~IA""n,,^ O\~"< _~:5~:a ';-'''''01:':::0 nZtIl ..;i.,,::.:; <>..; ~rnlT1 0\ g..;. f. tJ') r" "0 ? of1 oll." . ll:: ....... P ~-~ > oo~ o~::l ?:: 0 ~.z 0' '^ Cl ~ : li- i> -\\ I,ltl 'I".:'!- ,kit c" ,',',1 I '" '''1,1. "'I"" " "k ,~\.:, III, ,.,1",\.""",> .,,,.1 ,'"I'u"" "'t' " 11I'3: ~ .....w ~~O~:I:~ ~' g. ~ >' n ~ o " :!. .. ~ ?< .....3:: o'~ trI;::; ClO......VO"l. '<~;.~~ ~ c f;' "- P ~ g.~;.f.~~ " :-- ..? '.... :-y- =~ ;j '" "! >< ... >< '" .... '^ , :I: g., t'" o ~ VI Z ~ "'. .\, " " :1' :,<) '(I' '0,'"; ,.' : ~l ; ,',"'} ":r.,, '~~. t,;', ,. ~~\~'i. . ,;\,\'..tJ't; "~\'Z\l"! I ::!-\ 'C': C (J) -; :0 -< en -t :t> Z o ,)> i';~:O.{: C:f '. m ~ :0 C en o z; , -oi :0', " 0), ''ll), -f~ &, m, (J); J:i'f: ,....~-:;. i:~ ~":~~-~}'~ ;...tJ.. ~n':: 'J" " COLUMNIPOST HEIGHTS vs SPACING .USING PATENTED RON-L PEAK INSERT SNAP POSTS AND BCR CLIP SYSTEM POST COLUMN POST 1l0MPH 120 MPH 130MPH 140 MPH SPACING 11 psf 14 psf 16 psf 17 psf RON-L WALL AT PROPEIT ARY MAIN BEAM CONNECTION 2x3x.050 4'0" 12ft Oin. 11 ft 3in. lOft Oin. 8ft II in. Snap Composite 5'0" 11 ft 4in. lOft Oin. 9ft 1 in. 8ft Oin. 6'0" lOft Ilin. 9ft 2in. 8ft 2in. 7ft 6in. 2x2x.050 Snap 7'0" lOft Oin. 8ft Sin. 7ft 7in. 7ft 2in. I x2x.050 o.b. 8'0" 8ft 9in. 7ft 8in. 7ft 1in. 6fiSin. 2x4x.050 4'0" 15ft Oin. 14ft Sin. 12ft 11 in. 11ft 8in. Snap Composite 5'0" 13:1 3in. 12ft 9in. 11 ft 7in. lOft 7in. 6'0" 12ft Oin. 11ft 7in. lOft 6in. 9ft 9in. 2x2x.050 Snap TO" 11 ft 4in. lOft 9in. 9ft 7in. 9ft lin. 2x2x.050 o.b. 8'0" lOll 6in. lOll Oin. 911 Oin. 8ft 6in. 2x5x.050 4'0" 18ft lOin. 17ft 7in. 16115in. 15ft 4in. "Half Round" 5'0" 18ft Oin. 15ft lOin. 14ft 7in. 13ft 6in. 6'0" 16ft4in. 14ft 4in. 13ft 7in. 12ft Oin. Snap Composite 7'0" 14ft 9in. 13ft 6in. 12ft 1 in. lOft lOin, 2x2x.050 Snap 8'0" 12ft9in. 12ft 2in. 11ft 2in. 9ft 9in. 2x3x.050 o.b. WALL AT H1PIPURLIN CONNECTION 2x3x.050 4'0" 12ft 2in. 12ft 3in. lOft 7in. 9ft 8in. Snap Composite 5'0" 11 ft 8in. 9ft II in. SUl7in. 8ft 9in. 6'0" 11 ft 1 in. 9ft lOin. 8ft 8in. 8ft 1 in. 2x2x.050 Snap 7'0" lOft 2in. 8ft II in. 8ft Oin. 7ft 5in.- I x2x.050 o.b. 8'0" 9111 in. 8ft Oin. 7ft 4in. 7ft Oin. 2x4x.050 4'0" 16ft Sin. 15ft llin. 14ft 2in. 12ft 11 in. Snap Composite 5'0" 14ft Sin. 14ft Oin. 12ft 9in. II ft lOin. 6'0" 13ft4in. 12ft 9in. 11ft 9in. lOft 9in. 2x2x.050 Snap 7'fJ" 12ft Sin. II ft lOin. 10ft 8in. 10ft Oin. 2x2x.050 o.b. 8'0" 11 ft 8in. 11 ft Oin. 9ft 11 in. 9ft Sin. 2x5x.050 4'0" 19ft 7in. 18ft 9in. 17ft lin. 15ft llin. "Half Round" 5'0" 17ft 7in. 17ft Oin. 15ft 9in. 15ft Oin. 6'0" 16fiOin. 15ft 8in. 14ft 9in. 14ft Oin. Snap Composite 7'0" 15ft 4in. 14ft 7in. 14ft Oin. 13ft 4in. 2x2x.050 Snap 8'0" 14ft 8in. 13ft lOin. 13ft I in. 12ft 3in. 2x3x.050 o.b. Interpolation between values is oUowoble HEIGH1"lNDICATED IS UNSUPPORTED lENGTIf BETWEEN SLAB'" BOTTOM OF 5MB BEAM OR PURlIN OF DESIGN CRITERIA: STRUCTIlJRE CU.SSIFIC A TlON: OPEN (REDUCED) .APPlICABlE WIND SPEED ZONES: 100 mph' 130 mph WIND IMPORTANCE FACTOR: 1-0_77 WIND EXPOSURE CATEGORY: BAND C J SECOND GUST FACTOR PER EXPOSURE CATEGORY DEFlECnON: U80 SCREEN ROOF DESIGN PRESSURE; P'" 10 IbsJsq,fL BEAM STITCHING: 24' 0_0, WITIf #10.3/4 SMS SCREEN GAUGE: Ihl4 (AIR-PERMEABLE CLADDING) MAXIMUM LATERAL PURLIN SUPPORT SPACING BETWEEN BEAMS- 6'10" 0_0, Richter Engineering rA/1- IIlC. MARK V. RICHTER PEN 56196 --- Mail: 2007 W. Reynolds St. Plant City, FI 33563 813.754-8148 Fax: 813-752-0512 _ riehter@engineer.com CAOO9356 USE RON-L PEAK INSERT AND RON,L EA VE CUP INSERT RON-L ".~CR" BEAM/COLUMN/lUll. EA VE CONNECTOR (SEE DErAILS) .Wind speeds 1hIt uceed 130 mph require sile specifk caleutllions and cn,inrcring. These Standards & Plans Meet The 2004 Florida Building Codes with 2006 Supplements & ASCE 7-02 Maximum Wind Speed .lJQ.. mph COLUMNSIPOSTS HEIGHT vs SPACING FOR SCREEN WALLS WHERE MAIN ROOF BEAMS ATIACH FOR SCREEN ENCLOSURES WITH SCREEN ROOFS. APPLICABLE COLUMNSIPOSTS STITCHED @ 16" o.c. WITH #10x3/4" SMS I'OST COLUMNS POST 100 mph 110 mph 120 mph 130 mph ~mPh SrACJNG 4'0" 11 ft 9in. IlftOin. 9ft lOin. 9llSin. Sft2in. 2IJx.045l1ollow S'O" 10ft Sin. 9ft9in. Sft lOin. Sft4in. 7ft4in_ 6'0" 9ft6in. Sft !lin. 7ft Ilin. 711 7in. 6ft 7in. 7'0" 9ft4in. SII 2in. 7ft4in. 6ft Ilin. 6ft2in. 11'0" 711 Ilin. 7ft Sin. (,ft 9in. (,ft Sin. 5ft Sin_ 4'0" II ft lOin. ' 11ft 1in. 9ft 11 in. 9ft6in. SftJin. 2xJx.045 Snllp 5'0" Ilft2in. 9ft Ilin. 9ft Oin, 8ft6in. 7ft6in. 6'0" lOft lOin. 9ft lin. Sft lin. 7ft 9in. 6ft9in. TO" 91l lOin. Sft4in. 7ft 6in. 6ft I I ill. 6ft3ill. 8'0" !lIlSin. 7ft 7in_ 71l Oin. (,f17in_ SIl Win. 4'0" 14ft6in. 13ft lOin. 12ft 4in. 11ft Sin. IOft3in. 2x4x.045 IInllnw S'O" 13ft Oin, 12ft4in. IlftOin. 10ft6in. 9ft2in. 6'0" 11ft lOin. 11n2in. 9ft] lin. 9ft6in. 8ft Jin. 7'0" II ft Oin. IOft3in. 9ft3in. S/\9in. 7/\9in. R'O" 91l Ilin. 'In 6in_ IIIl 7in. IIIl lill. 7112in, -- lIft lOin. 10ft Sill. 4'0" ]4/\ lin. 13/\ Oin. 121l (,in. 2x41.o.l5 Snnp S'O" 12ft9ill: 12ft Sin. IIIl 1in. lOft 7in. 9/\3in. 6'0" Illlllin. II ft 4in, JOft2in. 911 Sin, I>ft6in. TO" JOft llin. 10ft 6in. 9ft Sin. Sft I I ill. 7ft lOin R'O" JOII Oin. 9ft 7in, SIlSin. 81l 2in. 71l 3ill. 4'0" 161l3in. ISft 6in. 1411 lin. 131l4in. 11ft Kin. 214x.044x.100 5'0" 14ft3in. 13ft 11in. 12ftd 7in. 12ftOin. IOft6in_ Self-l\1nling (,'(f' 13ft 2in. 121l7in. 11ft 7in. 111l lin. 9ft Sin, 7'0" 12ft 4 ill. 11ftSin 10ft 7in, 10ftOin. 8ft lOin, 8'()" IIIl 6in. JOIl II in. 9ft9in. 91l4in. 111l2in, 4'0" I 1711 Sin. 16ft 1lin. 14ft9in. 1411 Din. 12ft4in. h51.050 Hollow 5'0" ISftSin. 14ft lin. 12ft lOin. 12ft2in. IOft9in. 6'0" 14/lJin. 13ft 9in. 11ft 8in. 1101in. 911Sin. 7'0" 13ft 2in. 1206in. II ft lin. IOft~n. 9ft Jin. S'O" 12111in. IIIl Sin. IOft3in. 9ft9in. Rft6in. 4'{)" 19ftOin. ISft9in. 151\ Ilin. ISft2in. 13ft 3in. 21Sdl50x.1 \6 S'O" 17ft Oin. 16ft lin. 13ft Sin. 12ft 11 in. 11ft4in. Self-I\tnlinl~ 6'0" 16ft lOin. ISftSin. 12ft 7in. 11ft6in. lOll II in. 7'0" 141\ Sin. 13ft JOin. 12ft 4ill. 111\ 2il1. IOft3in, S'O" IJIl 7in. 1211 7ill, Ilfi6in. 111l0il1. 91\ 7ill, 4'0" 22ft Sin. 20ft 7ill. 17ft Sin. 161l4ill. 14Jl6ill. 2x(,x.0501120 . S'O" 19ft9in. 19ft2in. 16ft 9in. 15ft lOin. 14ftOin, Selr-l\1n1in~ (,'0" ISIl4ill. 161l4in. IS1l2in. 14ft4ill. 12ft 7in. 7'0" 16011in. 161l2in. I3Il 9in. 131l0in. 111l4in. S'O" 151l4in, 1411 Kin. 12.\ lOin. IIIl I ill. 101l9in, 4'0" 211ft Jin. 26ft Sin. 241l lin. 221110ill. 19ft Ifill. 217x.0551.220 S'O" 260 Sin. 2Sft Oin. 22/\ 3in. 2lft2in. ISIl7ill. Selr.l\llIlin~ 6'0" 241l0in. 2Jft 7in. 20ft 3in. 1902in, I(,ft JOin. 7'0" 2211 2in. 21ft Sin. 18ft lOin. 1711 lOin. 15ft Sin, X'O" 2/1115in_ I'>n Ilin. I(.n 7ill. ISft9in, 13ft Jin, 4'0" J41\ lin. 32ft Jin. JOft 7in. 29ft Oin. 27ft Jin. 2181.0721.22<1 5'0" 32ft 3in. 30ft6in, 281\ 6in. 27114in. 24ft 4in. Sclr-J\Jalin~ 6'0" JOft Sin. 28ft lin. 26ft,lin. 24ft 9in. 22ft9in, 7'0" 2Sft 7in. 26ft 3in.. 25ft Oin. 23ft 11 in. 20ft7in. X'O" 211ft 9in. 2409in. 221\ 'Jill. 211l 7ill. 19ft lOin. Sheel OF Inl<<potation between .all!C" i. allowable HEIGHT INDICATED IS UNSUPPORTED LENGlli BETWEEN SLAB &. BOTTOM OF 5MB BEAM OR PURLlN Rich/er Engineering Ii b,,". 1RK '. ~CIII ER "Ell 56196 DESIGN CRITER/A: STRUCTIJRE CLASSlnC A TION: OPEN (REDUCED) .APPLlCABLE WIND SPEED ZONES: loompb - 130 mph WIND IMPORTANCE FACTOR: 1-0_77 WIND EXPOSURE CATEGORY: BAND C 3 SECOND GUST FACTOR PER EXPOSURE CATEGORY DEFLECTION: USO SCREEN ROOF DESIGN PRESSURE: p- 10 Ibs.l.q,R_ BEAM STITCHING: 24' O.C. WITIl'IOx3/4 SMS SCREEN GAUGE: ISd4 (AIR.PERMEABLE CLADDING) MAXIMUM LATERAL PURLIN SUPPORT SPACING BETWEEN BEAMS- 6'10' o,c. Moil: 2007 W. Reynolds SI. Plant Ci(y, F1 33563 813-754-8148 Fox: 813-752-0512 ri~'hler@ellginc:er.com CA0093S6 , .~. I mE RON,L PEAK INSERT ANn RON-L F.A VE cur INSERT RON,!. "HCR" HEAMK'OLIlMNI/UII. EA f'E CONNEC7VR (SEE DETAilS) .Wind speeds Ih';ll ('Hed: 1.\11 mph require' lilt specific clIkul:nions and cn~ineain1 These Slanllards & Plans "'Ieet The ~()().t rrorida Building Codes with 2006 Supplements & ASCE 7JJ2 Maximum Wind SpecII_UQ. mph COLUMNS/POSTS HEIGHT vs SPACING FOR SCREEN WALLS WHERE SECONDARY ROOF MEMBERS ATTACH FOR SCREEN ENCLOSURES WITH SCREEN ROOFS. APPLICABLE COLUMNSIPOSTS STITCHED,,@ 16" o.c. WITH #10x3/4" SMS POSTS POST 100 mpb 110 mpb 120 mpb 130 mpb 140 mph COLUMNS SPACING 4'0" 111l.9in_ 12ft Oin. 101l.4in. 9ft 9in. 8ft 7in. 2x3x.04S 5'0" 101l.8in. IOft3in. 91l.3in. 9ft Sin. 7ft9in. Hollow 6'0" 9ft Sin. 9ft lin. Sll.4in. 7ft lIin. 611. lIin. TO" 9ft7in. SftSin. 7ft9in. 7ft4in. 6ft Sin. WO" 8ft 2in. 7ft lOin. 7ftOin. 6ft7in. Sft lOin. 4'0" 12ft lin. 12ft2in. lOft 6in. 9ft lIin. Sft9in. 2x3x.04S 5'0" Ilft6in. 9ft9in. 9ft6in. 9ft Oin. 7ft 11 in. Snap 6'0" 11 ft Oin. 9ft, Sin. Sft 7in. 8ft lin. 7ft2in. TO" 10ft lin. SftlOin. 7ft lIin. 7ft7in. 6ft7in. WO" 9ft Oin. 7011in_ 7ft 3in. 60 lOin. 600in, 4'0" ISftOin. 14ft Sin. 12ft Ilin. 121l.4in. lOft lOin. 2x4x.04S 5'0" 13ft Sin. 12ft 7in. 11 ft Sin. 11ft lin. 9ft Sin. lIollow 6'0" 12ft4in. 11ft lOin. 10ft Sin. 9ft lOin. SftSin. TO" 11ft lin. lOft Ilin. 9ft9in. IOft3in. Sft lin. S'O" 9ft Ilin. 9ft9in. 90 2in. SftSin. 7ft7in. 4'0" 16ft3in. 14ftSin. 13ft 2in. 12ft 7in. 11 ft Oin. 2x4x.04S 5'0" 13ft 4in. 13ftOin. 11ft Sin. II ft I in. 9ft Sin. Snap (,0" 11ft lIin. 12ft7in. 10ft llin. lOft Sin. 9ft lin. TO" Ilft4in. "11 ft 2in. 10ft Oin. 9ft6in. Sft4in. S'O" lOft lin. lOft 2in, 9ft lin. Ilft7in. 7ft 7in. 4'0" 16ft3in. 15ft9in. 14ftlin. 13ft 3in. 11ft Sin. 2x4x.044x.100 5'0" 14ft3in. 13ft 11 in. 12ft7in. 12ft Oin. IOft6in. Self-Mating 6'0" 13ft 2in. 12ft 7in. 11 ft 7in. IIftlin. 9ft8in. TO" 12ft4in. I 1ft Sin. 10ft 7in. 10ft 2in. Sft lOin. 8'0" 11ft 6in. lOft Ilin. 9ft9in. 904in_ SO lin_ 4'0" ISft2in. 17ft Sin. 150 Sin. 14ft lOin. 1311. Oin. 2xSx.OSO 5'0" 1600in. 15ft 7in. 14ft lin. 13ft 4in. 11 ft Sin. Hollow 6'0" 14ft9in. 14ft Sin. 12ft Sin. 11ft 9in. IOft4in. TO" 13ft Sin. 13ft Oin. 11 ft 6in. IlftOin. 9ft 7in. 8'0" 12ft 7in. II nlOin, JOn 9in_ lOft 2in. 8ft Ilin. 4'0" 19ft 4in. 19ftOin. 16ft 11 in. 15ft lOin. 14ftOin. 2xSx.OSOx.116 5'0" 17ft4in. 16ft Ilin. ISft3in. 14ft Sin. 12ft Sin. Self-Mating 6'0" 15ft 11 in. ISft6in. 13IlSin. 12ft Sin. 11ft lin. TO" 14ft lOin. 14ft Oin. : 12ft 7in. 1111. lOin. 1011. Sin. !l'0" 13ft 8in, 12ft Sin, 11ft 5in_ 100 J lin, 906in. 4'0" 22ft 7in. 21ft 7in. 18ft9in. 1711. 9in. 1511. Sin. 2x6x.OSOxl20 5'0" 20ft3in. 19ft 6in. 161l.6in. ISIl.Sin. 13ft9in. Self-Mating 6'0" . ISIl. 6in. 161l.6in.- 141l.4in. 13ft 3in. 121l.0in. TO" 171l.3in. 161l.2in. 141l.0in. 12ft lin. I Ill. 7in. 8'0" ISft9in, 140 lOin. 12ft Ilin. 9ft9in. lOft Sin. 4'0" 28ft 3in. 27ft 9in. 24ftOin. 22ft 9in. 20ft lOin. 2x7x.OSSx,220 5'0" 2611. Sin. 25ft Oin. 22ft 9in. 2lft4in. ISft lIin. Self-Mating 6'0" 24ft Oin. 23ft 7in. 21ft 7in. 20ft 4in. 1711 Ilin_ TO" 22ft 2in. 22112in. 19ft Ilin, 18ft Ilin. 16ft 7in. WO" 2lflJin_ 20fllOin_ 18fl7in_ 1711 Sin. JS06in, 4'0" 3Sft3in. 33ft 4in. 31ft Sin. 30ft 4in. 281l4in_ 2x8x.072x.224 5'0" 33fl3in. 3Jft3in. 29fl3in. 2Sft6in. 26ft 2in. Self-Mating 6'0" 301l 4in. 2911. Sin. 2711 4in. 2S1l.2in. 23ft Oin. TO" 29ft 6in. 27ft 6in. 24ft II in. 22ft 7in. 211l.1in. 8'0" 27ft 4in. 25ft Oin. 21 fl Qin. 1911 Ilin. 18fl4in. .'..... Interpolation between values is allowable HEIGHT INDICATED IS UNSUPPORTED LENGTH BETWEEN SLAB &: BorrOM OF 5MB BEAM OR PURLlN OF ---- DESIGN CRITERIA: STRUCTURE CLASSIFICATION: OPEN (REDUCED) .APPLlCABLE WIND SPEED ZONES: loomph. 130 mph WIND IMPORTANCE FACTOR: 1-0_77 WIND EXPOSURE CATEGORY: BAND C 3 SECOND GUST FACTOR PER EXPOSURE CATEGORY DEFLECTION: USO SCREEN ROOF DESIGN PRESSURE: p- 10 Ibs.lsqJ'- BEAM STITCHING: 24' O_C, WITH N10x3/4 SMS SCREEN GAUGE: IS<l4 (AIR-PERMEABLE CLADDING) MAXIMUM LA TEUL PURlIN SUPPORT SPACING BETWEEN BEAMS- 6'10" O_C. Mail: 2007 W. Reynolds SI. Plant City, FI 33563 8 13-754-8 14S Fax: S 13"7S2-o5 12 richter@engineer.com CA009356 USE RON.L PEAK INSERT AND RON.I. EAVE rLlP INSERT RON-L "BrR" BEAM/COLUMN/lUIL EAVE CONNECTOR (SEE DETAILS) These Standards & Plans Meet The 2004 Florida Building Codes with 2006 Supplements & ASCE 7-02 Maximum Wind Speed..ll9.. mph .Wlnd spt't'ds lhat exemS 130 mph require Silt spteiflC clllculalionslIld mginetrin(! MAXIMUM MAIN ROOF BEAM SPANS USING PATENTED RON-L'PEAKINSERT SNAP POST AND EAVE CLIP SYSTEM BEAMS STITCHED@ 16" WITH # I0x3/4" SMS SELF-MATING POST FLAT Gable MANSARD BEAMS SPACING LEVEL Hip 67% max. o.c. Half-Mansard Flat Section 2x6x.OSOx.120 5'0" 20ft lOin. 27ft Iin. 39ft Oin, 6'0" 19ft lOin. 26ft 8in. 27ft 9in. 7'0" 18ft 4in. 24ft lOin. 25ft 9in. 8'0" 17ft Oin. 23ft 6in. 24ft 3in. 2x7x.OSSx.220 5'0" 23ft llin. 31ft llin. 33ft Iin. 6'0" 22ft 9in 28ft 6in. 30ft 5in. 7'0" 21ft 2in. 27ft 5in. 28ft 4in. 8'0" 19ft 7in. 25ft lOin. 26ft 9in. 2x8x.072x.224 5'0" 29ft 3in. 41ft Sin. 42ft llin, 6'0" 24ft 4in. 28ft Din, 39ft Sin. 7'0" 25ft 4in. 35ft 4in. 36ft 8in. 8'0" 23ft Oin. 33ft 4in. 33ft lOin. 2x9x.072x.224 5'0" 30ft 3in. 42ft 6in. 43ft llin. 6'0" 29ft 6in. 40ft Iin. 41ft9in. 7'0" 27ft 4in. 37.ft 2in. 38ft I Din. 8'0" 25ft 3in. 35ft 2in. 36ft 6in. 2x1 Ox.092x.389 5'0" 32ft II in. 44ft 4in, 46ft 6in. REQUIRES 2x3 6'0" 31 ft lOin. 42ft Oin. 44ft Sin. PURLIN and #12x3/4 7'0" 30ft 2in. 39ft lin. 42ft I in. TMSFOR 8'0" 26ft 7in. 36ft Sin. 38ft 1 in. STITCHING . . . Interpolation between values is allow.ble HEIGHT tNDICA TED IS UNSUPPORTED LENGTH BETWEEN Sl.AB &; BOTTOM OF 5MB BEAM OR PURLIN OF DESIGN CRlTERlA: STRUCTURE CLASSIFICATION: OPEN (REDUCEDI .APPLICABLE WIND SPEED ZONES: IOOmph'UOmph WIND IMPORTANCE FACTOR: 1-0,77 WIND EXPOSURE CATEGORY: BAND C 3 SECOND GUST FACTOR PER EXPOSURE CATEGORY DEFl.ECTION: USO SCREEN ROOF DESIGN PRESSURE: P'" 10 Ibs./sq,fl_ BEAM SmCHING: 24' o,e_ WITH #10.3/4 SMS SCREEN GAUGE: Ihl4 (AJR,PERMEABLECLADDlNG) M},XlMUM LATERAL PURLIN SUPPORT SPACING BETWEEN BEMlS- 6'10" o,e, PEN 56196 US,r:; RON,L PEAK INSERT AND RON,J. F~I'E CLIP INSERT RON,! "HCR" BEAM/('OLUMNIRAIL EAVE CONNEC1VR (SEE DETA/!S) Mail: 2007 W. Reynolds S1. Plant City, F1 33563 813-754-8148 Fax: 813-752-0512 richter@engineer.com CAOO9356 .Wlnd speeds that uc<<d no mph require site specific calculations and en~inttrinp.. These Standards & Plans Meet The 2004 Florida Building Codes with 2006 Supplements & ASCE 7-02 Maximum Wind Speed Jl(L mph N N N N i~ M M M M - \Q QO -...1 Q II< ~ ~ ;S II< Q Q Q ~~ Q -...1 -...1 t.Il \Q N N t.Il N II< II< II< ~Z x N N N lM N N N ~O QO ... ... Q \Q en _......~-\OOO"'""-lO\\.J\.:. ----\OOO"-lO\I.h';O' ----\OOO"-lO\I.h';O' ----\OOO"-lO\I.h';O' en~~ ~~;g~~~~~~ ~~;g~~~~~~ ~~;g~~~~~~ ~~;g~~~~~~ ~n1~ r- -,.....-..........NNNNN -_....~----Nt...) ---------N \0------......-- ClJ003 .;o.IJ'lIJ'lO\"-IO-WIJ'l\O NWW~IJ'lO\"-IOOO- NNWW~.I.>oI.h"-lOOO ~OO-NNW~O\"-I ~~~ :::>:::>:::>:::>~~:::>:::>:::>~ :::>~:::>~:::>:::>:::>~~~ :::>~~~:::>:::>:::>:::>:::>:::> -~~~:::>:::>~:::>:::>~ o\-\oo\-OO\-I.hW ---t..A-JO\V'I\CO\- .;o.-W--O\\OWI.hO\ -O\......VI.....~O\\O\",..a~ S' S' S' S' ~ S' S' 2 S' S' =: S' 2 S' S' p' 5' S' S' p' S' 2 S' 2 S' S' S' S' 5' S' 5' S' ~ S' S' 2 S' S' S'=: , . , . 15' . ?' , ? ? ? ? ' , 15' . ? . . ? ~P:o i 1 r i i i f. i' 1 f (- 1: ~~~ tl""" M.l;! ~bi~ !;~llI ~5; ~~ alOl "'''1 i~ ~.. ....1: to"~ ~~ ai:i ~~ QS> \ll~ ... .." 0' g:;l ::: al~ f: It;;, If ~g ~ o;,~ ~~~PJo e; E !, ~ la~a ~ ~[ .s :[~ "go 3~ g~ r;: PJo ~i Ei ~~~~i~~~ ~~ ~I ~i!~~~~~ ~~! ~~ mi~~a~~~ ~. -... ~ ~~..."'9 2' ~'i" '" 081T1~i:lr) ~. ~!' i! :: ..j8~ .,!l Ii! ",:>00 0 - "';1 '" :>o-<i':'!;lz ~'~.. ~ ~a.~~o ;l( .. ~~~~~ ili ~ "'l t:I ~: (;;~ (; ~r) 8~ )" r)l!:!;' .lJt:I . t"'cn r;. ~ r;~ Ii! ij -ll;;t - '" CI 0 .." :So o. 9. o-ll~ ~I 9 ~ po ~. ~l ~. ::: ::2 e, g;.." :l:!:-:- -f:0l)~~ og..--g >@~'t'Q.... - Si!!J .......-< "'" ;ZSC!'l ~'i'. <; ...a'~t:!:!~ ~ a o:;...~ 8~0Cl~O a'" lne: VI r- ;< ~ (") x irl :;0 ... rn '" '" '" :0 '" "'illS' !; -.fi II> "11 1lI'~" II> 9. a, ~a8 onr l!:>a ~~~ ~;;;li !l ;. 11>", ~~8: 021! i~ft " ;! ; ~ . ~~~ n~~~ O~~ >~~ ~~~~ (')>en ~r c --l ~~O3: d~ .~ 8 ~(') (')~ffi ~~~! !en~ ~>~~ (')- Q~03 ~~~ tr1('),tr1 03~P c5~ tT1~~ aenP:o ;8~ ~~~ "t1@ en:u:: o~~ . . ~E ~ ~ O:i>: "t1 ~ ~ ' wen C!~ @CIJ ~ c5 0 :I'"~!'->:- ~....c~ '" ~ '" '" G ;0;- G G <-. '" 0 0 ~ -'::s ::s rr~~3 -,@ , ~ ::s ~ t:;> '" ~ '" ~ el -. ~ 3 Q. ::s _ G Q. 0' -'_~ ~ ~ ~~ ~ g.~~ '" Gag ~ ~ QI ";" ~ g :.~. ~ ~::s ~ g.,<~'O ~ "-I ~ ~ ~~fo(l~ N ~ I.h ::s .g 3' =- 5' '-" N ~ VI ::r " ~ (') o :3 G "" .... ~ ;0;- z o fD !'! o 'Tl I ~., ,:o~ Ik ""~ ;" if. ,~, 't,' '~~ ~' if! ~ ~. "~I l 'J ~;_ .' ~ " ~ ,. if '~f ;,"/ :~ " ~ , ".' 'J,; j\ !~, .' ':~ .. \\ .~~ " ;.~ ;'--- ,.;.~ ? j~! ' ~. I I; ,0 ) ,', " I " , ',~ :1' " ;~, MAXIMUM ALUMINUM COLUMN HEIG,HTS ~S. IMPERVIOUS TRIBuTARY "'ALUMINUM ROOF AREAS FOR: CARPORTS AND PATIO COVERS , , MAXlMUMTRIIlUTARY AREA COLUMNS MAX. 110 120 130 El COLUMN MPH MPH MPH MPH HEIGHT 8'0" 168 158 150 142 3x3x.060 9'0" 142 133 127 122 10'0" 121 113 108 104 (SCALLOPED) 11'0" 105 99 94 89 8'0" 220 206 196 187 9'0" 199 187 178 169 10'0" 179 168 160 152 11'0" 160 150 143 140 3x3x.093 12'0" 143 134 128 122 13'0" 130 122 116 113 14'0" 113 106 101 98 15'0" 99 92 88 82 16'0" 84 79 74 69 9'0" 325 304 290 280 10'0" 286 268 255 245 11'0" 258 242 230 122 12'0" 231 216 206 196 3x3x.125 13'0" 202 189 180 171 14'0" 193 181 172 161 15'0" 171 161 153 145 16'0" 151 142 135 128 17'0" 131 123 117 III 18'0" 119 110 100 97 19'0" 90 84 80 76 10'0" 504 472 450 428 11'0" 459 430 410 ' 380 12'0" 426 399 380 361 13'0" 386 362 345 328 14'0" 342 320 305 290 15'0" 302 284 370 256 4x4x.125 16'0" 269 252 240 2'8 17'0" 251 235 224 213 18'0" 234 219 209 199 19'0" 208 195 186 177 20'0" 181 170 162 156 21'0" 153 144 137 130 22'0" 123 116 110 104 23'0" 95 89 8S 81 . ':. . FOR ALUMINUM PAN ROOF OR_ COMPOSITE ROOF PANELS TRIBUTARY AREA (in sq.lt.):: (HALF OF ROOF PANEL SPAN + ADJOINING OVERHANG IF APPLICABLE) X (COLUMN SPACING) FOR FREE-STANDING STRUCTURES (DEFINED AS "OPEN") TAKE MAXIMUM TRIBUTARY AREA VALUES SHOWN X 1.10 INTERPOLATION BOWEN VALUES IS PERMISSIBLE , "',. 'J Inlnpoblion bctw.... values is allowable IIEIGHT INDICATED IS UNSUPPORTED LENGTIl BETWEEN SLAB k BOTIOM Of 5MB BEAM OR PURLlN OF DESIGN CRITERIA: STRUCTUR.E CLASSlflC AnON: OPEN (REDUCED) .APPLlCABLE WIND SPEED ZONES: Joomph - 130 mph WIND IMPORTANCE fACTOR: 1-0.77 WIND EXPOSURE CATEGORY: BAND C ) SECOND GUST fACTOR PER EXPOSURE CA TEOORY DEfLEcnON: /J!O SCREEN ROOf DESION PRESSURE: p" 10 Ibs./sq_n. BEAM STITCHING: 24' 0,0, W/Tll_10xl/4 SMS SCREEN GAUGE: Ibl4 (AIR-PERMEABLE CLADDING) MAXIMUM LATERAL PURUN SUPPORT SPACING BETWEEN BEAMS- 6'10' 0,0. Ricl1ter Engineering . /./ / [/1('. Z{t'R~. RICHTER PE# 56196 1 ,~ . USE /tON.L PEAK INSE/tT AND /tON.L EA YE CUI' INSER r /tON.L "BCR' BEAJf/COLUMNIRAIL EA VE CONNECTOR (SEE DETAILS) Mail: 2007 W. Reynolds SI. Plant City, FI 33563 813.754-8148 Fax: 813.752-0512 richter@engineer.com CA009356 .Wirlo1 '1'<<lIb lllal e\ctcd I ~() mph require ,i1e 'pecific C:\Icul:llions :tnd nlttncnin, These Standards & Plans Meet The 2004 Florida Building Codes with 2006 Supplements & ASCE 7.0~ Maximum Wind Speed JJO mph J j;)!!~ '" ?' l/;'" cnc:;p." ~~ .cno ~~i . [ S ~~ 6.~ ~!ll:<:9.::?<a;l[;l ,.-~ ti~=- 1""'t"'H:id;!C-:5 <110 1 t"J ~~ Vi ::: "-~9."';;:;=;~~ ,.:!I1i" . r~ ci::! ' ,x-> ,., 32~. :;!~I' 0.:::: "ol:l(3(3<11i:!2!! _I)'- i!;g f [;;:O:~ ~~: ~~~~~:;;,..,;;l g~[ I ~'" 0- ~:;;~i:!~~E~ 0-' '":I: ~>~ l::~ ~ ~~ ~p (J'lo:>"n "en'" 0;19 ~~ ,. ~~ o ("))00'"0- ""'o~ " ,- z "';;j;:~?l "' .... 11I-- i 0'" ,~ ~~ ~ lil8~f:1~ :::~!l ~..., ;::.... ~i <II Y. ". i ~6 l!'1; ~ ~~~~~ <II",.. .,,- E~f ... .. o. ~'" .. ~; E ~"'bi;io "- r::~ ,- - C3" c "' ~~ ,. (3 ~:::"'M o"'~ i:"' 1 ~ 2~ ~l'1 "i "'1:1 -:'. :: ;;I" " )!~ ~,., g~ :>;. -, ;; r:.o j , - u, "'''' li' ~ .g 0 "',.. ""ll>i "' ,,:: ~~ ~~ ,. ,..'" t_ > :r R ~~ > ~ '''~ ::a 0 i;i~ ,. t:I 51 "I';: Cl 0 . 8 g- '[ o~ "' ~ '" .., '" ",!;J ", 9 --: ". '" B -j .... I ..., ~i '" ,.; ", ~ " .. l-r~1 g 60 01 I!!.. H~i Cii. ~ -;; -;; [~ 00 i~ ~~~-: .. ~ I i~1 ~ I ,C: - .n..' -q :D o ;~ r- =ij . ..., 5' ~;l ~ W~ ~ 6:!!' if or!!l ~ ~~ ~~~~ &.m:E"ll en -. 5' 'S b~.. a.....~~ ~ enR ~ :[if :>' 3~ ~ Pl' OJ ... ~ ~ z c 3: ~ ~ ~ &: ~ d: ~.. o ~ ::Q o 1= I- en m · 0"0 -1m -)> o^ z- z en m :D -;! \, ,.1\J' ......------ ~t__ r-- ~AI'I\T-::::~::=~~~----..-.--\I\ T ~ U1 l I "T.__ .,.! '. .==__:..=':'=== =... . 1 .._----. -. ~~~ ~ ~ rn~ z 0"; ~ '110 ~~H; JJUl::t ,...~m Z Ul , ~d :tIUl I ~ii I' . ::I *~ ~ ~tll ..~~ 3: z I o~ ~ r -m c ~'11 i: ib ~ Uli') gm .~ ~ 0 I~ I III .. ::r .,.. 1 !e. 0. 0 ,0- -!~ I -.. , '" 8 . ,- '" \1' ...-- + .., +1, l!l . I ..r:~, ,n. _r.:lL, -'it I-t. ~ "n=t~~tJ=f;-_--A q ::0 o 1= ."r- :0 o = z-o -tm )> <" 6 . ~Z a~~~ ///. <00 -oQf~h m ~~,,~ \ :0 o~~~ \ -t ~o(i)rri \ II =I" m ^ '1., o C/) ,. en f.I, .- ~']!z;s: '( ~COen 0- m~:i! m:o =Ie .... :j;; . ; ~I 8 TI t-t-~-~ , PII II ~t lc.,=-J !_-,~=,,_.t ~ ._. , '. " '. " ", '.~. .....--......- ::XJ o z . ~~ d,~~[~~i cn() or cC ~-~I en ;R~lXla>~ :0 -!:7 ~ (") 2' 2 '" g?~ ~ ~ i ~~ ~~ ~ :oQ s~ rii 5 ~~ 0 Z 00 C o ~i ~ m ..:J -I (fj (fj' S' ~ ~-~{ G> c == ~ ~ '.~\. ':1 -rJt- .-Jr- : -,} ..+- +l!'" ..J,. .f:" '._~--- '.. . " + , I\,r_- " :------ ,. -IC/) (i)m 5jm::xJ rri"o :o~~ orrir- ~z . zZ~ mG>< Q~m o:ro zm!: 00-0 e . ~r- ,.m ;= , --,._--..-- .. I I I .' +j\- -8- " 1. I I, I -"', ,:t1\- . , L ' I (II :." u;: ~ u;: '- ::: e. ~"..., ~,...,. :r'=oogt...J !l"--8 ~("') ~ ':" C! .... Q g ':"....S' :< ;z;~, v: ~ ..., ~ ~!!~~-R 0\::; co .,.. "'':j n~QQ~o ~N e~ ~ v. ::r '" ~ -d" A- -<1r h, ~~ ~ S-~. ?S ~ ~ ~ ~ ....... ~ '" n :j ~ ,., ." ~ "" v. '" <l: I I ~ OL..______~ n' . I ~~ o ..., I vn:JW $ ~::~~ "'=5" "'''' r-~ ~~~ m::: f)", ~~~gg~~5 :>-- ~ m;.. /:::0- '" . ~~ :.- r:;rno ~-~z ~-i!f it -,. ~~ z~z~""~ ,,., ~~~f t 't;......... ~? "00 ~"'~~ ~~~ 00'-" 0... 8z~",~:;;,.,;;I :j2g- ~........r-- -=;: ...,., o~ii .. ~~'"Q' ~)o d~ -n' "'E" s::r-?! " ~ ~ ~ 0'" my 01':'... z?>... ::: ;;l:! ~ "'- ~e ~C\ ~~>I")~O~'. ~c, ~~ il. e~ ~~ 15 :::!~-nv>~ ~V;fi ~~ r- /. 0 5;:1~ ~ ... =~ ;3 ~8o~g Cii~;_ i ~~ S >n OJ vi lilt ~;.. ;;~ ~ ~~~~~ ~~e: i 5Ei :;, ;'::~ ~ ~:;!:~~ :::~; t-' ~~ '" ~ II ~~ff r. !:t ~~""'~rn . t:::f: ... m- 'a c;-.l_z ...rn a Cl ..c . ;;i,., 8;<. r.o ~ [>11'0 ~ ~~ ~r- ==r:: <> fT1 .e a .. ",- '" ITI~ ~ t') P"c: ?!) i '"\~ ... f)_ )0 . I'"') 'C\ ~~ :0- r-v> if ... -'" ... ,., :0- m ~g :I: '", - ? 0 '" 8 '" B t>j"" C\ 0 ! ~ ~a '" z ,. 1. m 9 -: -~~ ~ '" .a ..., ,,; I) l m z .., 0- ~;;l .. ,. 3: ~l; ~ ::.:'" 3' ~g ~ ~ g- ~>[~ -, VII): ~ B.f;l1'~ ~ woii) l":"S-a S~3: ~ VIR ~ .s;;l 'ti "0 n CT ~8 ~~ r. ~ ~~"l~ f! mm~~ >~~5 "' ~~~... l!i "'(/)~~ g ~i~~ c:: ~::D :U, . ""Vim 3 rn ~iil~ ~ ~~~ ~ ~: i~(/) :J:~i [gi~ ~t6m ~8~ (/)~I ~~~ ... 5'1)> 3';5 .~ . :::::J ;;' .~ ..... ;=: ~~ ;r [ I.) ~i~~-8 (")(~ 00 It' !:1 -.l >... w.....~:1= ~I:> , ~. " ~so ~ do:!1,o ~ ~ b :i: w~ 0'\:... \AOO~o ;~;:; e; tf :3 ~ <.Il zr " ~ ~ tiQ ~ - -. .....;:z ~ ::: ftII ::;.. ~ S ~ .... ~ ;0 i'i :I: -< "., '" .... "., "" '" .,. ~ I ..., I o ""'''t J!:-Ii 0.)( 0_ ::> ::. '80l CI) _ ii) r- 5'", !!t~ l!!:r '0", ~~ 3Q. I>> ~.~ a II ~ '" o ::> :s: l&~ :....~ ~~ iil'~ !a... ~8. N ~...j _ 6' ~ - II!. ~ ~ ~a 1Il~ ~ C m .,::D ~ ~ CI) ~~ ~ ~ !~ .. ~ o ~ !: Z )> ::; ... :J r>> - CI) i ~~' ' li~!~ f ~ ~ [~R~~ ... 3::> ei ~ 0<6 :I!2,O_. [ . ~j~~ !mli ~..., or '= ~ '" . e. . ._ .o::'~, [ III . 2, ~_.A~~ 1Il~3~ ~ ini as ~ III all>> ~<n;~~ s: @5'''' 5' N =. [ C7t~g_ !:>!:>~~ OPl7g Q. 9 - '" '8 2 CI> !a.g Q IS /lJ- 11>= g.~ =>l ~... (Q , (I)'" ~ r :i . . :i " ii :! . , . -- ! -IL., . ,i Fi ".---'. ~ 1!2(,Q) I 'ili ' 9. \ i () -i i~ II> .:> -0 ':> g !~ ~ :~ 1 L.:..-. ........J.... ......~ : :'" , : : 14(Q)' , ;! : '~ ;' : t,..,", - . , ~., .,.... 0> . I ~ .. , - I -~, 1 !: '''~: !l~ I :1 lln ~ [, g I 11 ~ 1 11 C \ :, ~ ~l :~- - - ,. :1 :: H 'i ~. : , -Il '! 1 : ~ ~ 1:, : / _ -'. l' ..(:, n '\.~ ~----Ij V' (') , @ li___ i"J <1 - . ~; @~ (3;;; ~H~ 2 :i! ~l U -II! rl :r - 11 11 ~~ I'" I 4l ~ 0 11 I'~ i ,IJ ;I' :1 _..--:/: IY'I : _;s: ~ ~ n ~ -:j:.U ~ - d" '-'U~:~l~"n- I ~l (]; ~ ... o. .,. - ',., ~~ i--- _ ~_O___~__'__! I ...tnt r------' j ~~ .63m 9-:;: 22 ~~ d er ~I ~~ .. I...... ~'i ~~ 2"1 . ~ ~ 0 " - ~CIl ~ (/) ~I 'Z ;~~ __'f,' ~ ;, ~"',.. "'.. ~g: ~S~ ",- R: t:~=- ~~, i::~ ! ~ ,~ f~; "'- ~tb'f. ~;j ~ ;::~r-. ~~: ~-l a ~ra:~ 9!;:' r.:g 0"" ~~ l. ~. 0".,1 ;~ ~ ;:~ ~' r-' ..... a~ -... f. ..' ..' "'.... r.: :;; 1 ;:::... :0' ~ij r-' ~,; :;;, ;:!;! ...'" v. i ~~ r' ~.. E;t; ..I I ~: ~~ ~~ ,,, tIl- -I r-'" t ...,r.; ." "'''' i ze ..' r")~ )., !;'" r, 1- ~"" S;;~ 0 ll. c:J~ c. 0 '" z Jl '" 9 :..,., -I J .... ~i '" .....: .,., g g:;I ~ to l}; c to ~. 5: (.I) ~ ~.g ::I ne- ~>8.~ 5' ~ 11 Ill> Q,ms:.." tn ....a ;;l~ &'" Is~5l ~ ~i g -6;1 '6 "'n ::r [~ g~ !;; p,o .... :J ~ ~.,., ~'"" -~",,:>l'" n~"-_O ",,"'nO >0 _' _,-.I ~~ ~$:< ~ b: 8" ~ 00 :!! :00 0- ~ 5: tii ~~ Shi ~2. 3 ...e- ~ ~~ ';j CIl m !!!. :;::;:[ 22 ~~ I-=--=- ~ , CIl~ -;-; ~ ~..... 0 C ~~ ~ ~~ 0 ~~ :r ~~ l ..._.J ., !lO o o E' 3 :> t , r":t1r ' r: -1 ~~ I: ~! F. f. R i :t ~ .15 . ~ . en' (J') I~: E; ': Z , 'ti 'i ~?o , I' ;:. : ~ . I, ..__" t. Jl -- vl'"---- ~O~Ei"':O:~O VI:%:- i::~~~g:g~la ~t!l* m '" 0 " "t: ." '" c.T'i! ~gz~;ll"l~Z l'l'.:j~ :0000 ~~,;jl"l 0"':::1,,5 8..:oVl",r-Iit2!! ~ ..... r:"'-l"'l"l;;l :j!2sr ~~~i::~ s:;1:"~ g~;! VI 0'" ri2G;> ~- ~n ,,- ~~"'c",.. om!. ~ .....~~~9 ."cij ... lil8~m~ !f:li1if i:: "':0000::1 "'!2;, ~ !:l~?"...o~ ",>"'~!'" ;d ~"'i';'<;o" 'do ~ >~~""O :::::~~ 'i ",~...::,~ ~~~ c; El"l ~'2 c:c r ~ -g.g t~ if;;l . l"l z~ ? 8 ~a ;'! ;;a ~- m ~ ~ ~ !'i r~ '/. . 1;" ~ lo' -' D 3:: :.. ;0 7': :< ;0 9 -I m ;0 ." r;r v- a- ~ VI ::r " ~ t1'l ~~ :::-- :: ~. r; ~ ::;. ~.. ~ -.. ... r:. :::- .., riQ o ." I ~.)., ,:; ... ~i g: ::JiJi 2~ o:n 'TlC ~~ :==q ,:r - ~~ m :n r~1 ~ rF''''''' (/)c 1-+- ;!! ~ ~ ~!i - U1 '0 o c). ::~ me: L::"i ~ - ~ :D ~-~-J U! I ~ MASONRY OR FRAME HOST STRUCTURE :n o ~ ag. 9. ~ ~~~(I) 2. S' -g ;:: i3",tD I!! DlID 0 3c:a~ B~ (11 ii' ~~ii... a .a;~ m~_ ti III .... \l! rnC%ort 3 0)( ::J 0'-6'~~ ~ . - iDO ,8 ~_ ~5U1~ i123C1l ~ go III . ::J en en 2 III a'Tl dii !;;~ ~- o~ ~ F; \ \ \ ~i~~ mc:m.... ~~~~ ~en~() ZOOt: Clm~"II ~...> ~~~~ .~~Ia ~ en o !\i G> m ~ ~ ;0 ~ JJ r- ~ < m o r =0 = ~fi o~ (/)0 g~ O' "CIl ~l;i 8~ .-:n ~c:; ZCO o ~ i~ i r-~-~~----- -.-- _ '-------',,'1' -- ._____.1 , o.l-..L---- .. ~ :"T I '" uJ Il! I 8 -'--c:=:::( L'_ _'_0 . ~_~_]f~ ~g is ~?J -.. l"ri .. I I I _ I - :i~ \ ~!~~ ~~.~ f ri~i il'1~ i~~ 11 l:!l~ --- ~;:, . >l ~I"'l i~i ~. iBi J!~ 10 ~I ,~~ ~ i!i~ !73 ~ ~.~ ~ ~Nh~ "to' -f!fi ~, 2 K !. tiE rlQ ~tli i3l~ ~5':_ ~-g.i 3il ~~ ~ ~ r- ----.-+- - -T f i----L:.~~ +- 'Ffj1r--.} i _ .lJ-.J.... If -l-~-",-u','''~rr--'''&~~ -~." · I 1 4 1;l:r~t; .t _ , 4" ":-T,tJ.r " ! .t.-:I~ / I / CIl~'ll~ o m-- :n :n.. ~:ri:o ~~~~ ~SlCll!: rn~~~ oo'll:n 'Tl-~e: ~~~- . ~o~ ~~~~ o "T1 o .- c !: Z i~ - '/ Iii _u v' i~ ~J1 I ~:;J81 :~ -Tlrl~c--11 zm I, ~~ ! I 01;; I Ii :q n1 1: ! ~~_ '_d ~Q ~gj ~~ ~ .- .- i , --- --- ~g -I> o~ <-< -0 ~'Tl ~~ 'iO ~~ ~g :r@ a~ 01- ~x ~j ~~ . :;: () 3)> 5' :0 -. :0 ~ 'in 3:0 om -m m> .,? =r~ lb~ u:i" I\) ::TX -Ul 0- :::;~ 0-01 =1\) iii'~ 3 - ~~ 'p:l I\) X lD ~ ~ -" o III 3 0" III / ~:T@=tl: ;-.: ""'" -4 01::-1.1\) ::r:El\)x III CD = (..) 3CT~~ CTO!"lIl .Dl 0-' :.I ~ g~ul~ ~'31\)g~ -.,. r I ., IO~ ~- !l 3 iii 10 -.,. ... '" l\) ::J CD . l\) -10 ., 3' CD _ CD lIIl\)::rOo @cg 2. 0 _. (')"0 ~ii:~~ :a r+ -11 rr 010 iii' 0 !-l~;;.g: 3~CD3 l\) - II) x l\) 3 ~ 1II E ~~~ =~ = H: t ~~~ ~~ ~~ ~~~ii~~O ~G' MASONRY OR f ~~~ ~ a 8 ~c~ ll:I o~ I ~~~ ~~ ~~ ~~~I~~~i ",,:!j . FRAME =~~ is ~~ ' ~ ;':'0 o!,i;~ o-j e ~ 8 HOST STRUCTURE i ~ .... Clo'" ~i oi'i~ c ~~ - >nn '" l ...... !.... 0 !:j>m "," ;~[i ~~ ~~' ,i ~~5~~ ..,0< ",_I!!. I ~.. "'....~ i:l:ao!;ld ~"'Ii I "'~ fa ~ ~ :a~~N~ =2;' ~,t.; ~ ~ ~=!~' m"'l!!. hi~ :a 1!:., ~:...",!il ~fao f ~ o-j ~ '" ......1;2 o~~ 8 '" ~~ <; ~n 8 ~~~ ~n :: nO:: il ~ <>it; n ~'" ' n .g ~r- l Q!>: 2 .B" > erc c~ 0 0 .. i;l .:.n z~ 1: "'''' ~ ~ . 8 ~l:l 0 ... ~ _ :a 8- ~ ril -< 'g. ll:I .. m ~ Z ~ "" m "" '" '" ~ ~ .... o;s. ~ ::: ::z ,.,' {") ;t :::- ... ~ !ii' ... l)Q .." 0' ::I. .. ~;;l :- ~~ . c:cn r 5' g I I)Q e- ~~~~ tQ~P:> l"~~~ S",'" _ sn:: ~ Cl\'" :> cn~ I .a;;l I 't:I '" .. nN ~~ ~ ::I ::: n'.'I"J ." ~ go I" i>> .. n"':~oo='" >@ '>0 c:; - 0 ~",,_. nO ;:0 = "t' ....~. .... ~as'i:;l~:"~ o-lt ''''~-''' :-t :~~w8 r).oowc ~ t:::; ~~ we- en ,.. en ::r :t ,- .." I o -1lJ x-8"C:: lVE~en o B ~ n .., S'~ U> lVE~a ~B=n ~g~g. i:Tg.nS, ~t:~c n ~en'(i" 'E.~S~ I>>..i Q. ~;::r~n S I>> 0 ~.; ~ rig. ~~ n ~~[ .., :r en n - c (1) .., o ..... .:r S' 8" c:: 3: ~.., lI;l ~~i~' ~l'..,n 0'>,0u> :r_co _Ej::f:r !l (1) n .., Q. S' - c EjOG . rr g (1)~ 0 Q. C. ... n _.1>> 0 g.~ g :J ~ (1) g Q. a. qg, ~ g :JenQ. n :r (1) (1) 0 !ir 6"~ -' CJQ::lln' ~~111~~~!~EJ" . .:...:.::.,....,:.,~..::..1- ~'~~~t/yk~~l: <']IN(n ...~.::::::.:...:. ~~, ~O " :..:,.:.~.::.l o-;Sf'" ....:...:.. ]I Q -on J: ::;:~;~:~:.:j "'~ ~oQ .:::.:::.::.:~ t~ 8 ~o ....:",.:.. :D 01 t >- ~ ;\M ~~!~~ ':':'~';':';.-I ... "lIl>O~ ::,:":~:~"~:: m~!!!~m \..,,:..,:..) ~~~i'!Q r:?.:'~~'i::i ::t;; CltO ~ .....:.~..:, m",...mCD -"-~v':"" :ll~~~1 ~I:~~~' .:u % -.. ,~!! >- >- -._-1 &It 'tiN ." lii" Q mo F ~?< Q ",II> ~ II> III :Ii ." .~155 1~ < ..... _ tZ)" -t <- <;1"l~';Z 0 ::no !:O =<:: "T'I ~ .l/I 00 t:- :TNC)r-:O o -mS;:~:'E ~NN :D~OZ 2 ~.... ill :J:l...., ~ t),lJ1 ~88~ ~~~ 'Ea.ClO ~c:J:lZ -f ::;!ITI 0 m ;gr- .. ~~~~~ lll""l: ~3;~~.a q 0), 6 -< !!l!h :r r~ ~ ~ f. .!11::E ~2 a :03 5! fi~{!~J~~~~~ ...........:] i!~2~... ,lll!I!1 J~.'I""'" m...:::o'" . '\.r'~ ",.....J1\~1 ))~Z~- ml::C1O(~' -1 "'1 ~ ~o:I. .::: >">> )0 .....-1 In :!IN ,.. :R;; P ~~ 0 nit/I" ~ ~ \11 ~--;. t8 Q~ ~ cq -:j ~,,,- ..ZrnD .!:~~~21 ':TN r-:O ~m :J:l- ...' D~ ~ :n ~o a IB iJi." l/I SiQ8m .-:-t 0 :0 ~ N ~ "\) Ci 0 ~g:o~ -f :-t1Tl D ~ :u CJi - ...._ fij 0. c: w g.~ ~ 0 Q'Ol iI! ~ "O01.a _ 1-':o)oS: :r ~~ R5~~~ ~ l; () CJi ~. ~ ~ .~,(g ,3 ~ ~:o I VI ;;:-:" UI m I I .. !-' Ill.... ~8 0::1 -12: cO iR~ mO xc ~:ii mtn 00 Ul-:: g~ 1;z ,.... ?'8 -1 'll :II Z -i o .... .... o c z o )00 -< ~ f'? .... n~r.n 7~ (; ~g!r;: 00 ;;: o~w o=:g"T1 Y.) i:\g~ g~f: ~~ ):1""' friO ~~~ ~iii f!:t:~ ,.i?, zmZ -0 roUlN ~c (/)I~ 'tl:D -10lS Jlm :IlJ)" 0 0 m"ll"" lne ~ffl8 g~ ~~~, gl:: orn~' ... m ~~ii1 ~ EE~ {5 -<-<~ z 11Im - ~nl:i Ul Fe"! )0 ~:i::. ;g DPg g 1=(/)0 r.; ~ S~ ~ ] em o z'" 'll 0 o III m o ~ -i Ul o' I~::l Ni.",~ s:",fTl ....2": NO . ..... .0 o ::l 2: C) to.> ,- e CJ a ~. CJ ~ tx:1 ~ ~ tl:1 t::1 t1j ~ t::: o ~ r- ~ ~ o ~ t:j CI) .~ tl:1 CI) r ~ o! ~~~ 101'" g: ~~ 11I101 lII"'W~ 1 ~':":lo n~ rJ!:ll(: ~~~ '" ~". '" "'gjS' :.!t>l~ ;~ ~;;; ~:;;8 C;!C '" i5 Eo~ ! e;Qt'o ~~ ~~~~~i~ :z: ~ ~~~ 0'- 8~ n R>;!ili' [ ,> 2!! IOI~'" !:'>< ~;;I ~z ",~!!I~-i'"e ~ o~ g w il:;:;' , ~. _0 ::l-r 0 8~ .... 1::0'" ~~ o~ i ... .... _ >nn '" ~~i1 ... -.. p ::!>lT1C"" ........ .. - l '"';... ~ ~o z o;;l)!",5i ?ti ~i> ... "'8::!"'n ;;:-[ ~~ ~ '" a~ l:i:;~ f i' ~>o '" '" !:l"'O 101 Z 10' ~. ~~ ~ ~~ ~ ~?!'~~ ~~g. f'l':" (3 ~ ~IOI!Z" en '7 ~WJ i;' ~!;: ~~ .. ?":...~~ "(3$. '" "l ",~":..:.!2 I ~ f -i O,a~ '7 8,ii '" !;;~ ;; ~n 8 ::;;1" ::l - n'.,., "'ll t; ,...!') :v ...,'" !if ..., ~ ~ ~!;l ,. rt;; s~ l2'~ -" ..., .s- n~"oo!;to.> :< ~ C/) 2- ''It;: ~ 6 ~ ~K '2!:1 Pl' ;>(f:! 00 W r; 8 C! ;:r <3kj Cl '" ~ 8 w'" Cl .,. 9 '" :;;> 00 [ oa W~~'''''' n Ciq~ ~ 1 "'''' '" 9 g- 51 ~11' ~~:" ~ ~ .... ~ :< -g. ~ s' r:;' '" ~ato.>~-l'l' ,. '" ~ f n ~ :::-- z . ~."....~ l'l' ' ~ ~ n 00'" '" ~N e~ 0 '" "'ll .... ..... :z ~ rn ~ 'T] II> 'It en .... I to.> ,.. '" ~ '" '" :-,1'} t,: ~ ., .J~~.'~ 1t...~ll ::."'~~~ .til~, ;",~~, ..~~~. . )'i1i', . ""(4~ ' ).'t. ,,~,'d~l . ..:il' " '.l!', ~' :~.~\l ' .:::;,~~~l . .....~, .'~i~~ ! ,~......Ir... ..::;:._~,- II. /~;,...a~:' t:'~r.t' ,."tlll' ~"',II~.A~ I <A?i .."y~~. -, '1'4: ,J~ . ~.,::~~..;(' ~,,";, ;i~~: .:' " ,...!,'.. .' . I :,<~, . /t';~~ ;":~Yl, ':;.~i1' ..,..,,... \.;: ::.,.l,,' .)l~t ',s]J;;; '~J~;"-, "~ ;~;'. .~, ,.i,';" . "~~'~ ~,j~~' . '''~rJ...t !~>;~f~ ,~,;1 '\J(," """I .'.~ .,:~:, :'~ .,~lt;' "!l :./J !l. ''''i, '1.\'- J~<' l~' ~*1J. '\. :;1 r* 'en :~ 1ft ,~ JIl> ." J :3: :!l ;I ," .... 2 ""? ::I - o' "" "C, !; :r~ 1;;'" ni- .. ~~, .... > ~'t'(")8 ~ 't' ...~.. ... wtl.;:;:t:- ~ ~!t ....~::!l:oo i'I ).... ...~ n '" 00 "", CI Oa;::; ::r, 2- ...0. II> ~ z o ~ " o ~ 5. tn 0. l1> "0 s: 3 c ~ CJ' Q o x ro :J 0. CD 0. C :J C :J 0. (Ii' e a- Q 0. Ul o CJ' Cl en CD i;1' o CJ" Ci S' CD po " o o -i Z Cl (J) J: o :E z 1i5 " o :0 ? :;; X ~ C ~ 11-0 om ::0::0 (I)~ Om ::0-1 mm m;e Z:o ::o- atIl otIl "Tlo mZ zI1 00 rO 0-1 (f)- cZ :0(;) mo (J)m ~ - r w o L> -? -I :0 (3 C -I :> :0 -< > :0 r.l > '1J r.l :0 o o r ~ Z ~ r o > .0 6 r.l '> :0 Z (;) C.? 6 f'1 ~ OQ~ ~ S";:;. ~ n:. ::;. ~ ~ s. .., OQ j, , ~ ~ (..) ~ :0 p:oO mmO :pCDZ :n:p-l O:nZ " c en 0 o C _ .(f) r 0 ... ~ ~ W . - I ~ &: 1 E ~ [ en if I~ ~ l I ~. ;; ~ "- t ~ 9 '!l ~, .,. o ." I 1- -" ~ >k ~::.,~ r..;~~ ~.- ~":~ ::..:~~ t::Q"" ~ ."tJ ~~ ts:;S> i'j~ ~:.; <:::.... ~~ ~- t::~ ~I- iii~ 8iii t:;Q r..;!:;; ~~ "'~ .... ~iC ~'" ~o - !I ~~ ~~~~m~ 1 ~ffi' ~~ ~~ ~~~~~~gi~~ ~~i ';oJ "0 05;~ ;tlftn .-10" > ,;;; " l:l 0 ... z i ~ 0-1 r::; R' ..... ~~ _ >nn '" >01 .... ...' 0 n>'" "," :::...11 s:; ~? Z -I......"':;; o'"tl f:: ~!' .... o'">....r::; ...0< Z . ~ ~ :::8!:la> ~v;t ~ ~~ ~ ~~~ g ",~M .... ~,. ~ ~i:D:":'~~ l::"';: ~ ~~ .;; ,<3~~~~ ~~r ... ~.. . 11>0":..:.2- oOll- ~ '"'" 0 ~n 8~ ;<l~n ~ ;::l~ if n ~ SO 'Z ~ ~ > "'c f::f;; Cl 0 ;..;;j .:.n ZZ '" Z Cl ",1ft ci '" d 0 051 ~ ~ ~ ~ i '" z ; '" z ..J ro:pO 3:J"O CJ"'< - ~~ o' 3 c:J 3~ ~ 5. OJ -c ~. g}3~ o--u ~'H 5'!:'l. 0) mCJ"n (') 0-' c. m g'~O 0.0'0 m:J~ sro(n =o.ro cn_J o;r3 ,",e~ rr"O '< ~~rr ~Oim 0'"'3 ::r~o ~:J;:l. ;:l 0. ~ ;:l -.... ro;:lro (;ioo. ~O'~ o 2."0 Q. 5" ro e(O(/) 3 :E- .::1 ;::.: 0 ~~ ::r::l 5'3 C/l 02:5- 0'3~ oeo :=.3 ro ;:l 0 (0 - 0' 2. 5' I? _.,1". -----I ,"/,1 -I !! ... z:: ~ = ,.. o o o ,.. ~ " ~ , ., " 2 ~ o ) ~ ~ , ~ , ::J o ::1. go;;! ~ ttt~ >c c t> I' 19 ~~~~ c.f)"'p, enlTl~"<1 'O...,g:~ Its",'" ~ ~f .e :g~ a- ;;:-..., ~~ !;: R> .. .-~.--. .n . ':.!. . .. :') '\J 'e, . ,;;1 . . In' ~ '1;.: .'11 . ..~. . r-' .........;r:: e i;J ~ ~::l L.I ~~~)(~'6t )(:l:~"'1"O)( c;, C.. ~ (,I uc:u$ . ~~~o" :F !e~E)(2{; 1J)!::!zp!;l(;l, ~ Ct:;VlVl :z. J:: .... ,.... ,,-t . "Qfj ~l"1 <\1;;'; erxl p ..... j' , ~8~~ nz;""'! ari-l~ ;<.lr.:~w II> -l ce. ' :2"';<.l r,. ;::jll>~;:j o n::j , Vl ~ X >, ...,::_ roe' o vi''..::! ("" ~O~;~ ." ;a> i':i '/' ~o~~ >~~,- w< ' '" "0 ') vi .::;. LJ .,- 0> . ;:;.0) - E .:0' ..... I~~:;!; i>: ....811l X C 01 ~ :c -~2 (,I z ~Mr;; ':;:- c C) III . :c :r ~ VI III "'0 VI@~ ~ ~ ~ (D13 ~ 0>0 ~ PI) ~Eg " ~~~' [ 'b, :J- ...... I . ?~ -;: - '~ ,~__7~j - ~ g: 1 [ ~ it ~ I ~ !I- ~)a~ ",Sl!:j _f. t;;~" ~tli~ C;;;)~ "~~ ~~ 8'" ...~ <::;.. ~~ ~~ j:::;:;. ~c::: t:i~ et:i ~~ ~~ ,.... .... '~" ~'" ~~ ~d~ ~1il;;:~~. c ",g; r<1" 1::;:JPl ?;;~Cl ":f 2;'" ~"'O ~c- ~... ~~ 8"~~~~~~~ ,> c>Cx zo2l<3= n o-l '" ..,..C"',.... ~ ~!:l r.'''' C!;",So-l",n~ > -0;0 &lo~ln~~~ t-',~!t - ....nt"')~VJ ." ..... ~ ~>fI16(1)" ~ ~~ ... ~;;I~!(J~ z ....~ rn ~~a~~ ~ ~:i! S ~i'.'N~ <3 ~~ F.1 ~~~~C; ~ lD_ "i ",e:::~~ ~ ~~ ~ ~n :~ ~ ~'" .s E ';?i o io- M -M ~ ~ 8 ~8 .2- ~ 'go Q l il' i g, 1 .. "f 3: ;:,' ." "<1 ~ Er~ -" (')!lI"OO~~ >@ooc;;8 Si! g it' ~_::;' -..I ;l)0Q, -..I~:< ~ ::i: S' '^ . .,,' ",~N~-'" :'1 6""w~ nt..nCIQWts ~i: ~2. ....e- en r' ;< ~ n :z: -l !:l "0 tT1 ,. '" '" :0 '" CIl :T a I ~ OQ ::t1 ~ ;;. ;;- f)~:::- ... ~ --. ... ~ o ,'" ~ ........ ~ .... - Ol, :z c: ..... VI of ~ (,I :;:- . UI ;:;1 PJ :f; ~:cS" )0 t!l Jj =Cl~ 1l>:l1O' "'96' oe" :i-lf )~E ;r;la ..,0< (I)_!!. 5 Vl ~ a2 2;' rn"'e ~fijo oC3~ _:;tiS!: ::;;;;1" fiiO ...... zt;1 o :i! ;0 ITI (") ~ .z G> c:: ~ ro ;0 )>-' R ITI -I o ITI l,Q C) Z "Tl o ;0 (") >- OJ r ITI =I ITI ; t2 -I ;0 )>- Z C) C r )>- ;0 ro ;0 )>. , . (") ^ ~ 3:,,"0 g>~~ Zc:!tJDl :::I~ c: . z z )( Q~Ql.I roO . :o~tl:F Qg~g, ~~-18 X ~1Il ~;u c:C ~'ffi 2:", c . :c p ..... :r! ;u c. '.:.~'.' ",;. ~ j' 8;!l- _ z>' ~ ~.....~ . ",m- J:: ;;j>1 Z :0, . U1::P:'" -;:- ~ ~ )(. F ~........ . o 2':~Y: r.a z_'- Cl 2':;:-~ :z: 0 . > ~.' ~)( r- e _",3:: :z I -- a.::::~ ~.....:c OJ (")~- 0>' ~-tCD :0 >c" m~ ;;J?o.!. U1:f'-;::" ~~)(. ~.........U1 ~e..!.. 2_'- ,IV +- . ~ .~ l/) >< r- e _~;c: ~Iz' a,C VI,fo.J:: s: . OJ o ITI (j) G) Z "Tl o ;0 (") )>. ro r ITI =I ITI ....~.c; ~..., .. ~". '.,' .0'" ,. ,J;; ,~.. .. ....: ~'"o' .:~" .......r e8~~~LJ ,!!:z~)(:u"o>- a:dC"l c:. : :z:c't-nK )( ,., C ::0 ~~!O:~~ +->~a.:z~ ,~~c:..26 Vl~~p8(;l 3: c- z: ;c~lllVl . .S~ ~~ p ..... :z (') ;0 o "'0 ::0 P1 ~ ;::;cn-' -~~ 1 0 .. ~8~ . ;>:: r:;;of:z: ~~J;; C)......... VI :r!::::Vl., U1~VI' ~~ >- r- c: !; Z c Jl: -u .~ ~ ~ r>1 ........... ,-"" .......... 'e.. VI'- ~; ~c.: i'iiV1 il'i:;!; . ;o;! Ol, ......... .::;. LJ ~ . E :c ~ ;c: "'0 ffi ~ ;} ~ r'l . " , .\;",:" . t.:...) , '.',:f '.~- r ;. / l,~;' ,,' ..~, . 'I': \"'.' I'" .\: { .x- ~. o.;t. " ,;: !;j':!!t: i\" ~~( ,:~- I!!c".' , >"" ~. gi,:~ ~: ~:;I) i;l o~; .~. - ~!:: ~~.,' 'l"1 ,:'- . .'": ,~ . I".,c. i', tti , 'ii l . ,~ .:i . :;~' .~ .'~, pm I'.' 't:J tr1 ~ ~ ,)0-( I ......... "" ...... rt ,', .i~ . ~'.' " if,: ,~ ~', '.; ..' );~~ .. ~ ,:~ ;~;, <~ I~:' "l' ~j" ..~~ '~~l . ,,' ~ , ,:il t':l .';~ ; .'~ : '.~ .'; ';,',1.','1 ('~l j ,-,",:: ~:,:: .' . ..~ ' I., .' , fi... , iti, i.l. . /. ~.~~. --- CA ~ :z c iA of X l.I ~ . ~ f : t~'. .; f! ;~ .~( .-' ~. I ~~/ , ~.' ,,, '~ ;~t ,; ':7\ I !: r h ~ lIS. 0 5.5. bra ded cables (Quantities Vary, See Examples to calculate) ~ *S (ft.) -.j * Smin=h/1.19 Smax= h/0.58 Example: For h=9.0' Smin=9.0'/1.19=7.56 ft Smax-9.0'/O.58= 15.5 ft. ELEVATION OF WALL TO BE BRACED Cables must be installed symelrically in quantity and oppose each other in orientation. ac OSI I no 00 earns Purlin E [ E E I'd . . I'd I'd C1.I C1.I C1.I co co to co ~ ~ ..... Purlin ..... 0 0 0 0 - 1c'X: ~ L ex:: ex:: c c c C I'll .~ 'iU 'iU ~ ~ ~ Purlin ~ HOST' STRUCTURE Att hment P 'fo f R f B PLAN VIEW OF TYPICAL SCREEN ROOF ENCLOSURE . Tensile Strength Capacity (in Ibs) of Cables @ 300 to 500 . (Predicated on largest angle of 50~ (XO) to level) =~1189 Lbsl. CALCULATION OF CABLE QUANTITIES FOR LATERAL WALL BRACING WHEN WALL IS NOT ATTACHED TO AN EXISTING HOST STRUCTURE AT A MINIMUM ONE END. - · QUANTITY OF CABLES= (L x h x .~)/1189 Example: L= 20.0' h= 9.0' ~ (20,0' x 9.0' x 5) /1189= .757 cables needed. Round up to one (1) cable If answer is less than 1.0 needed then use only one cable If answer is greater than 1.0 needed then round up to two (2) cables If answer is greater than 2.0 needed then round up to three (3) cables. Ete. INSTALL ADDITIONAL MATCHING CABLE QUANTITIES AT SECONDARY CHAIRRAILS FOR WALL HEIGHT (L) > 10.5' These values ilre bued on 20Ibs/sq.(t. Wall Pressure and are not the minimum economical design criterlil, a more economicill design for the cilbles may be performed on il site specific basis. IMPORTANCE FACTOR:o,n EXPOSURE CAT:8 3 SEC GUST INTERNAL PRESS COEFFICIENT: 0.18 STRUCTl.flE CLASSIF: ENCLOSED Interpolatioa between \'1Ilues is alJowable HEIGH~ INDICA TED IS UNSUPPORTED LENGTH BETWEEN SLAB A BOTTOM OF 5MB BEAM OR PURUN OF DESIGN CRITERIA: STRUClURE CLASSIFlC A lION: OPEN (REDUCED) .APPLlCABLE WIND SPEED ZONES: 100 mph. 1J0mph WIND IMPORl ANCE FACTOR: 1.0,77 WIND EXPOSURE CATEGORY: B AND C ) SECOND GUST FACTOR PER EXPOSURE CATEGORY DEFLEcnON: LJ80 SCREEN ROOF DESIGN PRESSURE:".. 10 Ibs.lsqJl BEAM STITCHING: 24' 0... WITH N10xJ/4 SMS SCREEN GAUGE: 18114 (AIR.PERMEABLE CLADDING) MAXIMUM LA URAL PURLIN SUPPORT SPACING BElWEEN BEAMS-6'10.o... PE# 56196 Mail: 2007 W. Reynolds SI. Planl City, FI 33563 813-754-8148 Fax: 813-7S2-(lS 12 richter@engineer.com CA0093S6 USE RON-L PEAK INSERT AND RON-! EA VE CIJP INSERT RON.! -BCR" BEAM/COLUMN/FUlL EAVE CONNECTOR (SEE DETAILS) .Wind tpcab dale Cl.Ctfd 130 mpb rtquirt ,ite specUk cakublions Rl CPlinccrina.. These Slandards & Plans Meet The 2004 Florida Building Codes with 2006 Supplements & ASCE 7-02 Maximum Wind Speed J1Q.. mph MAXIMUM CARIUER UEAM SPANS FOR SCREEN ENCLOSURES WITH SCREEN ROOFS BEAM STITCHED @ 16" o.c. WITI-I # 1 Ox3/4"SMS (TOTAL LENant OF MAIN ROOF BEAMS12 nlA TARE AlT AClIEO TO CARRIER lJEAM Doni SIDES) SELF-MATING TRIBUTARY LOAD FLAT GABLE HIP MANSARD CARRIER BEAMS WID111 U~VEL Half- 67"10 max. F10t Mnnsnrd Section S'O" 14ft Sin. 16ftOin. 16ft 7in. 10'0" 13ft Jin. 14ft4in. ISft lOin. 12'0" 12ft I in. 13ft 2in. 14ft Jin. 14'0" IlftJin. 12ft Jin. 13ft Oin. 16'0" 10ft 9in. II ft lIin. 12ft 9in. 2x6x.050x.120 18'0" IOft4in. II ft 2in. 12ft Oin. 20'0" 9ft7in. 10ft 4in. 11ft Oin. 22'0" 9ftlin. lOft Oin. 10ft 7in. 24'0" 8ft II in. 9ft3in. 10ft 1 in. 26'0" 8ft 4in. 9ft Oin. 9ft Sin. 8'0" 18ft4in. 20ft3in. 21ft Sin. 10'0" 16ft 7in. 18ft Oin. 19ft8in. 12'0" ISft lin. 16ft Sin. 17ft lOin. 14'0" 13ft lOin. ISft Oin. 16ft3in. 16'0" IJft2in. IJft 7in~ 14ft llin. 2x7x.055x.220 18'0" 12ft4in. 13ft Oin. 13ft 6in. 20'0" 11ft 8in. 12ft2in. 12ft lOin. 22'0" II ft 2in. 11 ft 7in. 12ft Oin. 24'0" I lOft 9in. 11 ft lin. 11ft Sin. 26'0" lOft 2in. 10ft 6in. lOft lOin. 8'0" 22ft Oin. 23ft lOin. 2Sft 7in. 10'0" 19ft 9in. 21ft Oin. 23ft lOin. 12'0" 18ft 6in. 19ft6in. 21ft7in. 14'0" 16ftllin. 18ft 8in. 19ft8in. 16'0" ISft7in. 16ft4in. 17ft Sin. 2x8x.072x.224 IS'O" ISft lin. ISft 8in. 16ft7in. 20'0" 14ft9in. 14ft Sin. ISft lOin. 22'0" 14ft3in. 14ftOin. ISft4in. 24'0" 13ft3in. 13ft 6in. 14ft3in. 26'0" 12ft Sin. 12ft 7in. 13ft'Jin. - . S'O" 22ft 7in. 23ft Sin. 2Sft Oin. 10'0" 22ft Oin. 23ft lOin. 2Sft lOin. 12'0" 20R2in. 2Jft 6in. 24ft Jin. 14'0" lSftSin. 2lftOin. 22ft Sin. 16'0" 16ft 7in. 19ft9in. 20ft 7in. 2x9x.072x.224 18'0" ISftSin. 17ft lOilL 18ft Jin. . 20'0" ISft4in. 16ft4in 17ft Oin. 22'0" 14ft lOin. 16ft I in. 16ft6in. 24'0" 14ft lin. lSft6in. 16ft lin. 26'0" 13ft 7in. 14ft 9in. ISft 8in. S'O" 29ft Sin. 32ft 7in. 36ft lin. 10'0" 2Sft 9in. 30ft 7in. 3Sft Sin. 12'0" 24ft 6in. 27ft Sin. 3Jft lOin. 14'0" 20ft 9in. 24ft 7in. 30ft 3in. 16'0" 20ft 3in. 23ft lin. 27ft Sin. IS'O" 18ft2in. 21ft I in. 24ft Ilin. 2x 1 Ox.092x.389 20'0" 16ft8in. 20ft Gin. 23ft6in. 22'0" ISftllin. 19ft lIin. 22ft Oin. 24'0" ISft3in,' 19ft2in, 20ft 6in. 26'0" 13ft llin. 17ft9in. 19ft Sin. .-- " ;.'1 ~!} ,\ :\, Inlcrpolation between vllues is III0wlble HEIGIIT INDICATED IS UNSUPPORTED lENGnr BETWEEN SLAB &. BOTTOM OF 5MB BEAM OR PURLIN OF DESIGN CRlllRlA: STRUCTURE CLASSIFICATION: OPEN (REDUCED) . APPLICABLE WIND SPEED lONES: 100 mph . 130 mph WIND IMPORTANCE FACTOR: 1-0,77 WIND EXPOSURE CATEGORY: BAND C 3 SECOND GUST FACTOR PER EXPOSURE CATEGORY DEflECTION: USO SCREEN ROOF DESIGN PRESSURE: p- 10 Ib.Jsq.f1. BEAM STITCHING: 24' o,e, WITII.I0l<3/4 SMS SCREEN GAUGE: 18..4 (AIR.PERMEABLE CLADDING) MAXIMUM LATERAL PURlIN SUPPORT SPACING BETWEEN BEAMS- 6'10" o,e, Richter EIIglllee,lng 1,/ fllc. 1/1 vI- J.IARK V. RICHTER PEN 56196 "SF: RON-I. PEAK INSERT AN/) RON,L EAVE CUP INSERT RON,I, "HCR" HEAMlCOUIMNIIUIL EAVE- CONNECtUR ,SU: DETAilS) Mail: 2007 W. Reynolds Sl. Plant City, FI 33S63 & 13.7S4-S14& FDX:813-7S2~S12 richtel@enginecr.com CAOO93S6 .Wind s~lttd\ l!lnl uu~d DO mph rtqulrc she sp<<ilic ulclllalions ;tnd nlf:il"l(ttmp.. These Standards & Pions Meet The 2004 Florida Duilding Codes with 2006 Supplements & ASCE 7-02 Maximum Wind Speed J)Q_ mph . ! j~ ~." i !~ o l lVj lJ . i !~ i~ ,i ,fJl )> i:.m :'i~ Q i" I 1m. i.-+ i iw 1m -.. :w:..... ?: ~ ::; V} ,........, i-L '::) :-a.. :~ :-'- :-. 1:J ..... j..... ~..... m IP I -1 ~ j..... I..... l~j';:- ico j..... i.... 11co N !(1) iJlo .~ 10:tl) ~O ''OJ :(1) .~, ,..- j'" i~ 'm .~ . i . ! . m!(1) 10 . II . II . ~ ! . R ! . ! . ~ i \ :0 iD1 Ir- ll:l . i!t! I rg! i '!!t! ......L....-L..... ......i,~ lCi1<g l~ ......L............lm L.....l:.:...,\......\......1o i i 'i::-i '\ ,~ i ! 'x \ !o! i :0 . ':Jj '8 I \ :U: ;0' , .:J i i Ie: \JJ I '. IO)! !='! i IQ !, Ie) i:-o 1;2: il\,)! i~! jQ ,.... l.... :co . '-::-i ',-- -;;; ,I' ,-' l 'co: I !. 1<0' i Ie:: 1,-:0 I,;;; W i.... !N ig iN !<O' i.... i.... I . ':0 I~I. ......... . . I ..: !...................en , 1m I;::! 19 i~! iID! !~ i~ jN iQ IC/j i::b !-.J !. I lQ.! I.... 1 . i . !co i::: ,0 , i ,.-+ i i~ i , ,~ . i<: i,' @ i j<;! i ;........ I ...... -......;......1.'....1)> f....-'i . r.....j-......iJJ ! !:E j iO, i !~ I I ',' IC, I 1< i iCJ5 i ,o! I ir: j..... c.n! !w 1;;>'\ ic.n Iw i(J) IO.~I--.I'O 'N'(j)'N'Jlo' 10 i~'1 '~I , i I ,~ a!m ~ Imia!~lallOi~ : I, '0 I 1. i i '"U , , Ie! '@!!!() ! I ,-j ! I i '0 ....._......l...m_~......!< i......j !......j......iz . ",)> I 's::' , , z 1 i l:n! I)>! i lQ c: ,':z, ,0, ! ,m ~.~~ W!I\,)!....'~1m!O'....'miO <0 ICD j-a. ~ I :JJ 10: I --.I !cp I~ I ICP 1 II\,) ilO IC ~ mim '01 ia'Z'm,Ni< oAJ i .! i i l~ I : I)> ~ itt! i~[Rtr ~' :ozm 10 iW I--.I! ,a iC ic.n 10 , m iN ,a 'j ,~,-:w ,w , o 'CP 'm I 10 i< ,CP ,~ ! en 1 Ii i 1 i~ i 1 ! i i i Iml i i ...... ......- ...... .....r...T....-1 r....p \.....T....T..... i i I .l j i i I --.I !c.n IN I I.... i ,N I..., ; 10 I" I\,)! !w I 'a lw , ~ i" --.I i !IO I l~ i.,.., , ~ !a l~ i ;0 I !IO ICD : ! : I ! :- : : : j i ! ! ,! ! i i i i ! m!w:.... c.n :--.liJlo --.Ii...!.,.., I\,) 'I~'~ i, j . ......(..T.....~ ! i m I.,.., 'I\,) (J) w;~i<o C I\,)il\,)!~ JJ o !"c.n iN m : "'0 , ! 0 .......;......,......C ! ; Z ! i 0 10 l,~ I.t - (J) CP,u>.a aj~!m ......1....._1...... I !' ! ! i I ! 1 ! I' i ! i ~ : S' .....:.-.. a. 10 ::0 Oil\,) ro ....-..1...... g' I -4~~ Iw f'"i'" 3: c ;:J' 'cr -< 0- 0) a. l/) 0" '< o o :J < 111 .., III o' :J ~ ~. 0: ~: ~ ~\ rrl mi )j JJ! 5i: i r- ......:...... ;b. \m ~ ,S: () ~\ffi ~ ~l~ ~ i~ () ......;......-0 ! ~ : ~ 01 ~ 1'T1, l\,) ! ~ ......! ~. iz ;;. ~l~ ~ o'm !:o ~ 10 :0 ......ill ~ ! 11 l== I)> ~ '(J) ~!rrI ~ ;;Q:~ 5 !+li:o ()) len ~ i ()) ......(... :ij I c:: j \) ~l ~ , rn i ()) i ! ! j. jQj ~~ ~u> i~ i'" i:tt: !,'*': 1:tt: i..... !p- i~ ~ ~ :--- ,..... :--... l~ _ i.-. ~:~: =r" iCDim'~ i~il\,);,.'a i,CD!m, ~~ i-i.i-! !-li ""12 I , , : , , I 1m I cr;;i I f......!......l.......f.....'!"..+.....j.......f~..i......~~ I . . , . . I . . . a~ i< '... i... 1 !. i ! ! i(j) i ;;To. l~ic.nil\,)l--.l,l~I~IJloIWi~1 ~3 Ie:' .(1)iw.~......W,(!). 0It.> co ,mlc.n:...,~lmjCPIA ,O)! ~~ l/) !cp :U>! , I , ! !.., l~ l:S:r f I....+...../-......f......!.....r:..,t.;.:..!g I[ ]1 ::J !eu iro 1-4 i-- 1-4 1 ! !Q:! ~c; :~ i""'lc.n!c.ni~,...!CDimlCO!- m~ l~i~iail\,)!mic.nlw!ml(J)io ~(/l ~ iaim!NicpiN!m!CP!~! ~~ co l i i ! i i I lco 1:: .... 0' S' !......~......;......i......;.......;.......!......;~ ;~ 8 ~ '-0 i 1 i i i 1 1 1 i~ -q ~ o Iii : - i , : '"U i ~,(1) c ;1O!mlwiU>!N'Nl...i~, _ ~ !1\,)!I\,)ICP,m!cplalm'-i 2 ~!CPlm!a,1""'ICDjlOj""'~~! ~ L....L...hL....J.... L.....L.....L.....L~ 1..... ):.. ~8 ~~ ):;~ rrlCl) C5 ~~ () ~ ~ ~g :o~ (") ~ .~ rn Q ~., <5 tl o ~:o :J <15 en :I: m m -l ,,;: . ~ ~ ~1tt\\ :1""' en (') :0 m :E ;: P- (') :J: :z m OJ o r -l ; 0: W'W w!c.nic.nic.ni~:....,.... ~\, ~~~!.~;~.....i~i~!~:..~l~ ~ CP !cp !CD 1m ;;;; 1;;; i~ i~!Jlo ~ l ;;: -'-l-i-i-I-i-j-i-m! ~ ! : ; ! I : ! , JJ: -I i . ~ ill ; i! ; rn .......}.u...t......{......+......;....n!......i.......t ...... ., .... i....... 2;! . ' . . I I ., '~ i 1 i \ i : l i lm r- 1 l ! I l ill is: ~ I\,) '...'-:N'.... I"" \N i"'l'" ~'ID · it:. !. it . I, It It. im;l ~!Wl...iw!wl...1W!w!~ iQ ~ ........:........ ,-..,,:........:........ '-... ,........, 1.......:__ .~ r'"\. ~I~!~!~!~i~i~!~!~ ~1~ ~ -.-f..~.l.:..!.i~f:l.i:!:~. ......i.... ~ CD Ic.n iw ,"'" i~ :U> 1m i~ ,I\,) ~ i ~ 1O:~!miCP,.,..,I~!mia..,.., : 0 .,.., ;0 jl\,) !m iN Icp :CP !I\,) :0 ! Cl .~jj~..I~j~I~-I~!~I~ ......I~ ~ ~:a;~ ,c.n'~;wjW'a'w ~!ID r- CP:--.I'm ,mio '0 II\,) 'alc.n b:m r- m i~' jCP i ., ;--.1:: i:o '"" ......1-1..[.....[-1.1...,-1- ....i~ ~ I . . . . . . , -l ,-l !!! NI~:~:N'~'tn:~,.....:CP I'm ~ (])imiaiwi~!'YI<oi...i iz C/) --.I ,a ,--.I i+- ,... tA Icp !IO ,a ;Q i :-t c.n:CP'I\,)'mia:I\,),--.lic.n'.... !+l,m ~ ..:..j i.....I....1 I-I. i..... I...... -....f~.. i WiNi....;W!....I....INi....!~ ~! c.n'...!~,~'CP.I\,)!m!c.n;a : (])1~1U>!I\,)!CP!c.nl~ilOim i ~:NlaiCP!al~i~'mla , I i I I I I I! I (') o ~z .0 (") c:o -m (")~ ;ll;m .en men -l(,) ::0 ,m :E :: :P X :: ~c ~~ -, r- 3 0 c: )> 3 0 "gCl> 3 ." ~. 0 0':0 (!) ." 0')> ll> CJ) o'-i ~~ c: m :J :0 frCJ) --- -.'" o 0 ... :0 1'V"'1j ~> 3JJ "-i ::1"_ ;:E> -. r- :J r- 0--< ~ rom .~z (') .......r- ~o -00 O"m 10 ::t-OO ..:.- -I JJ C (") -I C JJ m 00 (') 0, Z .(") i~~ zen 0(') ::0 m ::E m >< "0 ~ ~ $= ~ ~-EE:Jt OJ o r -l ~-----a Inlcrpolotion between value. is allowable HEIGHT INDICATED I~S UNSUPPORTED LENGTIl BETWEEN SLAB .t BOTTOM OF 5MB BEAM OR PURUN lESIGN CRITERIA: iTRucnJRE CLASSIFlCA nON: OPEN (REDUCED) 'APPLICABLE WIND SPEED ZONES: 100 mph. 130 mph WIND IMPORTANCE FACTOR: 1-0,77 MND EXPOSURE CATEGORY: BAND C I SECOND GUST FACTOR PER EXPOSURE CATEGORY lEFl.ECTJON: lJBO iCREEN ROOF DESIGN PRESSURE: P"' 10 IbI./sq,ft_ !EAM STITCHING:' 24' ".e. WI11I _I Ox3/4 SMS iCREEN GAUGE: 18xl4 (AlR.PERMEABLE CLADDING) IfAXIMUM LATERAL PURLIN SUPPORT SPACING BElWEEN !EAM!l- 6'10" o.e. 'JSE ItON.L PEAK INSERT AND ItON.L F.A VE CLIP INSERT WN.L "BCR" 8F.AMlCOUIMN/R.4/I. F.A VE CONNECTOR .IEE IJETAII51 '\\ Iud "pccih IIL;I! \'..\('(.1 1,\11 iIlph rrtlllirc \He \l~<.:ilh: clkuh.liull.. ilnlt cll!-,illecrllll! OF Richter Engineering ~ Inc. t.t.J1. RICHTER PE# 56196 Mail: 2007 W. Reynolds St. Plant City, FI 33563 813-754-8148 Fax: 813-752-0512 richler@engineer.com CA009356 These Standards & Plans Meet The 2004 Florida Building Codes with 2006 Supplements & ASCE 7.02 Maximum Wind Speed -L1iL mph C/l m r ~E~ :"U "tl Z G) ~~~~ Cl80e Z-i~ ~~ e "":>> f:l f:lo-i n ~~ r; en()~ i':'lm)>- n"";;j?; 0>8> t:l8:>>::l ?;""~~ -"'0 ~~~~ z....?J- " o~ )> 2:0 oe on em ~g "" p. n -1 o Z' .. , ,j'll'i~I~li% :::O".'::):~I;- "":''':''':''':''': \':"M" A' 's"o' 'N' 'R'Y' . '.\': ''': >..jl' 'Yiii#fii1:.>~ :,:,:/,:::.: "0' <~" \':...:...:,....,.:...:, HOST :...:...: .- ".' Lih~Z,r?n:;" . '. . =r:::'l.. 1{1-5-::r-::f.:;:~.:: ~~:\:: ..eL" . .\.... ,..... WALL ,..., t~~j~ll~tr'!11 (~') JInx J" 'V/()d~l<l 1\"11" "I r- 'IJ:'w,iol) n"ll till\! ""ell lJ "Clip" 2x Curry Beam maximum 2000 sq.ll. oflectivo tributary area FASTENER SCHEDULE EACH CUP / ANGLE FLANGE INTO CARRY BEAM 2x 5MB Cony Boam faslonod against host sllUcturo wood lramo waD wilh (3) 1I1OxZ' wood scrows thlU wob of boom's':! molo al ooch slud position crossOO by boom. ProdrilJ hoIos with 1/8" . drill bil prior to scrow insla/lalion. Uso' II 1 OX 1-1 12" wood scrows @ 24"0.c, s1n9!}Orod lop 10 bonom n/ong tho tolallongth 01 wob 01 . . boam's malo Inlo hosllramo wall's shoo ling (undo/taymonl) ;'0. plyvtood or osb .' TY:Z'x. 125" Mglo S<1InO hoighl 01 beam or 2"x2.J5")C,12S" Rocoivor Channol "Clip" laslonod 10 cany ~~~~~S::~~~"O"'P'NNl2<.. 2x Carry Beam .~ '-..;:;. ~~~~ ~ ~~~v~~r~~~~q;~~.t. "1f4~ ~~i~.~ (01& ,.~~. ''"';. --- OF Richter Engineering ~I Illc. r) ~ MARK . RICHTER PE# 56196 I\SED ON MAXIMUM EFFECTIVE TRIBUTARY FlEA OF SCREEN WAllS == 150 sq.ft. Mail: 2007 W. Reynolds St. Plant City, Fl 33563 813-754-8148 Fax: 813-752-0512 richter@engineer.com CA009356 These Standards & Plans Meet The 2004 , Florida Building Codes with 2006 Supplements & ASCE 7-02 Maximum Wind Speed J1Jl mph ji.\.!ltJ.1 jjulfdrn~ lode UnllllC' hup:lIlh 'lld..lhwldlng I "'~/pr/Pf _app_t1i1_;L\;pX"pOlram-:-;\\ GEV X f)\\ 1Ck{.. 7I1't.:71'l ~1(>c~I..X4DD,.'S4Y:W~ ~t)l-lkKKL'1 2h'1.. ';'~i~;~t;til;i;j~;~t~;:~iit~;;] Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC StalT BCIS Site Map Links ""',.,'.. 'J .: '", I. ~~ ", . ~' ~.'~ "..I ... ." ~~L' f~~.ll'i." ,;,1 "..';W"'I(i;L1 Search l~product Approval ~USER: Public User "'~1ji'1:~~"'''''~':''~': t'l.h<\"'~'-i!\'~;,~''(.ow~" t, ht ;.,(l,,...,.,...,,,.;/,L,.,,.,,,,,,,, ": ~~~~:J~~~'.~'1iW,I'.:.I' ,~:.J~1n~~S~ it....,...'. ....'J\..i,....~X.......r.:tt'( ~~.:::'~~ :;~,! ~~~~~~;~t:{ PrOduct Aooroval Menu> ProduCl or AODllcalion Search> Aoohcatlon LIst> Application Detail FLit Application Type Code Version Application Status Comments Archived fL5945-Rl Editorial Change 2004 Approved r Product Manufacturer Address/Phone/Ema" Structall Building Systems, Inc. 350 Burbank Rd. Oldsmar, FL 34677 (800) 969-3706 jdomb@structall.com Authorized SIgnature Jeffrey Domb jdomb@structall.com Technical Represl!ntative Address/Phone/Emall Jeffrey R. Domb 350 Burbank Rd. Oldsmar, FL 34677 (800) 969,3706 jdomb@structall,com Quality Assurance Representative Address/Phone/Emall Jeffrey R. Domb 350 Burbank Rd. Oldsmar, FL 34677 (800) 969-3706 jdomb@structall.com I , Category Subcategory Structural Components Roof Deck '. / ., "./ .-,'}.;, . '-.... ",,- ~" ~ ~ t ~ i~. \~ Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional ~N~ ' [w Evaluation Report, Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Validated By Lawrence E. Bennett PE'16644 CI Professional Services, Inc. Thomas C. Williams, P.E. Certificate of Independence fL5945 Rl COI 05crt'indod-ltr.odf Referenced Standard and Year (of Standard) Standa rd ASTM En !lw: 1998 EqUivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Appro~ed 07/24/2006 08/07/2006 08/25/2006 10/11/2006 S,ummar:y of ,,,.ro<!~c_t_s ; FL# , Model, NU';'b~~ ~~ ~~;:;;~-. ',. -- -...-.... -r i>~;~;I~~i~~ ,.. -"-. .____u 0 "_"__n ; 5945.1 ~ Double OSB Panel : EPS Foam Core Composite Panel !In;~i-l~tlo';in;;;;~I;n~"-'--- - i FL5945 Rl II WALROf45(Detaill.odf , FL5945 Rl II WALROF49fDetaill,odf i Verified By: Lawrence E. Bennett 16644 I Evaluation Reports i F~5945 Rl AE STR'CP2004APPVL-R(Evaluation Letter) odf , Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: For exterior patio use only, See attached load tables, 5945.2 : Half.Snap Panel .-.. f"EPs"Fo~~'c~~e.C;~~~~jt';'p~.~'~.i--"-. d_.. -. - ._n'_,_____,.,_",___, ,---1- '.0____ ___ __'U_ _______, i Installation Instructions I FL5945 Rl II StdEnoSht.CDHDetails).odf i fL5945 Rl II StdEnaSht.CD2fDetails).odf I FL594S Rl II StdEnoSht-WSHSectionsl.odf I Verified By: Lawrence E. Bennett 16644 i Evaluation Reports ; FL5945 Rl AE STR-CP2004APPVL-R(Evaluatlon Letterl.odf I Limits of Use ! Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: For exterior patio use only. See attached load tables. 5945,3 Snap,N'Lock Panel : EPS Foam Core Composite Panel Installation, Instructions FL5945 Rl II StdEnoSht.CDHDetails) odf : FL5945 Rl II StdEnaSht-CD2(Detalls).odf , FL5945 Rl II StdEnaSht-WSlCSectlons).odf Verified By: Lawrence E. Bennett 16644 Evaluation Reports FL5945 Rl AE STR-CP2004APPVL'RCEvaluation Letter).odf ,. l' \'1 i' ,Ii Limits of Use Approved for use In HVHZ: No , Approved for use outside HVHZ: Yes : Impact Resistant: No Design Pressure: N/A : Other: For exterior patio use only. See attached load tables. I,..' : II~ 111177:41 PM f -H-B e -H' '&-;;:"-~ii~g -.to-;:- e -~x~1>' "'f ;;: .... %. ~ a..,.e> z. , i~ if g " ,- ~ . - - ~ .'- ',.' .. - -Ii! ;:!:: Ii 'q " ,- a ;: ~~. . ~;i~ L e. - :::.. .:. ~ ~ ~. !! f ~,~ cD ~,. ....,u ~......~;;f,N!" _ _5' _ p _ $ 01 ,..~, ......,.1; .'" '. ... ;:.; ~ ...tJ!:~ l &: -'_~;;~. ,e~._~< .i.... ";'6'.~ !In '.~.r~'lw,,_,"':'"J,"'~.'~"~' -: ~.,:;:o....-;-1i~ ~ . '. . ~ ~; ...~. . ,l n .. _ t ~! l CD : ~ ~;: ~ ~ :'~ \ I. ~ r i ~ ~: ~ ~ ~i. ~ L., ::, ~; ~: i. ~! a H ~ _ "'W""<': . :;:~~~,t;G ";i.';~ :;: >;- '-" c :; ~-~ ~: ;; ;::; . , .. :r. :r. g 3 o 0. . ~ '. '1: .. J~ J 1 ;: : ~ : ~ .: .~ ~ ~ : ~ ~ &: ~ ~ ~ ~ ~ t 0 ~;. ~ .. ~ .. ~ '" 'H~ n ~ N .. ~ '" ~ ";' ~ ~ ~ ': t; 0, i5 ~ ~ ~ % (;; ~ "'~m~F~: ., o'H i :::::,::1- i' :t~~:: If::;:!~;~::! ~j I .,. Q.... "m ; ~ ~,:: :,' ~ <~ ~! ::~ ;::,i~:~~! ~ ;;:~ ::::t e E ~ ~ .' "",.... ; .', .~ to> g ::. w. ~ ~ .: ,~.:,' ~,: :.; ~,.: :"~:'~&~~ ... f~.. [ . '._.w ~'I __.~~~~;;: _,_~,-, '~~~i . f w. . '. ;I~;I~! nO ,~: ~ <; ~,~:,i t 1 ~ ~:~~~;", iJ . :;:~~:;:::~:H ~~~~,~ .;~1;i~1 ~'o'^~~:~::~~~ ~ ;'~~ ..~;J~ ~'::;'l' ",^lj;~ f~ I.. i-~-::.:.i:;- -ii ---I:'" -- "----i'''' "'f ;: )o~...OO( 1~ ~ 01.- -B~~gli ~W~."ogIE i~ ~ i ,'~. .~,I! ....." ;::t>i~ ..~-~t"',". :~:: ~ ... -' '.',j it.. ~ h ::.. ~ t ~ ~ ~ 9 :1 ~ ," i f ~ ! c J ...".. r ""'.:;:' ~ '. :'3~}...... ...~ ~ ~ t :" :.' -;.:' ~ .. i ,.. (It i ',. t,..~, u' i ..~~, . Oii~2 !!, ..'..'.,~l' '~,.""'':'H~f.~~.''...''''j '~jZl! ~ .~- .:,:;,,( '\, :::~'~;;i.tu :~~~':;Jwih:~ A "'~'"""i' ;t... ,.. ~-. ....~~~'~ ='a;!!. ! :'~:; ': ~:; '; ;;,,;i,,:.,',:i~ m;:;;;;i:; i.it J "'....._c.:,. ..~"'., ,.~, ...... "'......".,Q. .....en - - ... ~ Z ~ ;; ~ ~ ; ~1 j r',T :, ; i j i l! !~:: :::'::;:;:l:i~;;i:':i-l: if F f ~ ': ,~~~; e ': .. ~ '. - - ~ "x: ~ ~~. t -i ~ ~ ~-~.' ,.~:,:~t.~.:_ - ~ ... t:;: ~"l"'.....: t.1~ ! '!' 1: ;.. 10> ~. ~ '4 0 ,.. H' ," ~ t: ". M l\ [ 011>" , 0 ~ ffi .... - -. "'.. .. J '~',~ ~,'~~~"~:,~...~~ ""0 J:: ','l'~.';';':';' .bv.,'._....f .~.'.o . ,. "<:.; :...:i. ... t. . -. - - i ~:: S; >i: 'r.::: ':':'~ ~ '~'v . ~ l":L n ~ ~ it 't~'~'" ~ ~ ~ ." '.:~. .-,~, . :',~ ~.~ 8 0" ~ ," '. ',', ,_ ':' ~ ..g .~ ! :,' t.: ~.:';'.' ~~. ~,' o~.- i _ g .., _ ~ ili .. ~ -: . .' €. ::._ l-,t Iii.~ '\ t:mo "~~ ~:_,Iii"~<O": { -- I~ __u -=-- "~'~"'tr ;':'~~'~~trJ ~o:~'~:~~,~1 ~ r~~ "". t ~'. .cu....". ," _ 'C'"~, J '-~ o m N o ~ o -n (f) c.._ ,--::--..!?""(-4":';:-;. ~ c:: >~jt ',,'\ -<~, ~.~< ,.:~ .~;. C.C) "11I,1\\\\ r...) C:J en Lawrence E. Bennett. P.E. CIVIL ENGINEER - OEvnOPMEur CONSUL rANT P_O BOX 4368 SOUTH O^YTONA. Fl 32121 TElEPttONE (JM) 767-4714 J-'A"X (366) 161-65!'ifi SCREEN, ACRYLIC & VINYL ROOMS ALUMINUM STRUCTURES DESIGN MANUAL 2004 flORIDA BUILDING CODE JUNE 2006 EDITION SNAP.N.LOCK COMPOSITE PANEL TABLES ..... 0- (f) I ex:> )> ~ f -i.._....- -eN -... "fJ: ~ ~ m.~ - l! .iie---:iii ....i:i....-~....ir :1 i L ',,' 'o;~ . . -'- . ~ -"-'ffi i~ i ';', '."'H.' .. ~r ~ 'a-~. "'}f 53 ; I ~ ~ ~ · 3, , , ~ , . ~'. ~ ~ f ~ l~!!! l ~'~6~~~ :i1~;tt:-~;:.-.u+~':""~"~. ';H~ ~ ""~-""~~~Ii~t.o--;'{ f~ ..'.:.' '~~(~!l.~ I;;;;;;:;:: !'i~:l:;;I;.!,::i:!!;:~I;llt J., n...... '- ~ Cell" 0......,'<\ ..... ~":i'_ftt:",t:CL N Ou. .5~~~~..-f.: ;.0 __" Se>"?~';!",,';;;': ~.,.!~ . , ~ '=?,:; m""::J :lI . '" . ~ ~ .. 3' '~ ~.:'" . ... ::; ,.. i' ...... ~ .. ~ 2'" :) . , . ; ... -: . . - "!! "":) n ~~ i ,. _c'~ ~ ~h~,,:-,~, .,L~ is -~ i ~ "i'- " ; ~ ~ ., ~ i'- _ _ '. - ;;~ .. : ! i .ttttn"" ( ,"CLJIH t,"'t,[ . "'1.0...",( i' ~ i ~ ~ ~ :~ ':'';: :. Ie: '.' ~ ~ :,~ .: ~ i t ;1;1~~I~1 ~i;I;~ t ~ ! ~< .tH ...~! 'R 1ft v "'''t:.,a - ~~;if;$f~f Co 0 i ~:~;.:;;l i :::E:ii ::;;<:.,i"1 1 ~ ':, ~,"L-, ;.8 , ~,~. ,_,. 8 0 ! ; ~ "'1 ~". ~i'.~ ~~~~~~::~j~~ i 'L> .. ,~ to; ~ ., ;:-: ~ 'C ..,. .. ":: l:'-~ '::: ~ '" ..... '" ~ .'....... .... ... n~ '--9 _k_':~_~~.~',~.__!..: ~ .. _~. ~~~~~:_~"P.~,:,~",;".,,-,._~;:n_=~ n~ ~""-f; ~~~'.~;::~fi ~___ _~; l...ii.....---iN -tt..........-c,.. ,~~-- -.... iN :f ;: i _"~~~:O::li :._:~:tloo~:1 ~.-.~:~~__8=i H ; it'"'..,.,.- '--"'-.-e' '~~..e. E "~_:f~.:'~:.~:~:; '~'f.:;~n i t:w -,..,5: ;I t.>..,~ -.. ~ ." '"'t:~-~:;,,~ :i~~ i.- ?': o"'~ ~ ",:; ~ '"... , i.-. ;,; ~ 0 l: , if H ~ ,_1...:. I.:) -', .. :3 j~f; '. .! CiIl ~~ at ~ ". ."~ "" ._w .,0., !:,....._ CT_ ~ ~'o-:..~~ ~~~-e:<:l ':;~t ~~l:~ l;;;;;~;;~"-;;:;;;;;!!: ;:;l~::;~i:i!lil . ~, '-'" t i.. -.. ~ ,.~ t ~" ~.. . -', ft' 0.' J ~ ~ ~ or -" ~ n -- ~ . ~:::::; ~- ! :; ~::: ~ : ~~- i ~ H ~ I~~I~I~~~~I~ Ji"~dd~. :. ~ ~ ... 3 ~ ~ ,~~ ~ r dj ~ w ~ ~ ~ Z f~~~~~~~D~ i!~..~~ ~~~{ gf ~~ <7>01 (<0 ~ . aiD" "',;. <,;. '.;, '--" '.., .,... ~ __ i'~:';',~:~,~?:~6.i.. . ~_'i:~_..i: ;._ u ~_,~ . 'WU" C,;' .~. ~.~. ~f ~ 3 i . .o.~'~ a> ,,. -. ... .. '0 '-" --' t.:' ~ ~ m Ct ...~ '" ~~ ~ " -g ~.Z ,~_~. -':, ~. ~, ~. f,' ~, :i i ,. . ti <" , V' ~ _~!. ~ , - - ~ - .. - " 9 ~ :_: -'~ ~, ; ~ H ... w.. f _ "~', _: ~: ~_': ::, i t: ~_ 0 :: 0 -: ,... ,~ !.to - "..., ~: ~. _,~ ~,. l'" ~ ~l 3:: 2- ~ .. .... :;. ~ ~ ~ .;, II . I!: .g ~ ,,~:q"'~","l ~ :,:~:~'~':l~i - ~.>~ .::~;i"; · ~ ":)U:";;;~~'--Ii I ---.... -..~'.' . ~ ~ ' 0 i ~ ". I! . -;. : ~ : :: : ~ I j ~ Z ~ C J I -." ~:o; ~ ~ . r.. ~ ~ ~. . ~ ~ . . -f'-- " ~"I ~ i f ~' ~ ~ ~ ; ; ~ ii' H *J*I~~ J l ;:~::- ,.~ I~ ,::: ~."' t, J~ ;;. -'-llml~~ltl f.. ~ Id.l. - "'",J~T5. N - - -~'.f" :lgl&I;~~~~I~~J ~-~f-~~~i!i -~f~B-o-!i~. i :i I~ '."1 i ~ ;:, ~ ~ 11 ".: . - '":: ~. ~[- ~ f ~ i ~. ,,,. . ~__..P '" :._=i~:; m I u~, . .w - . ~ i u~ . ~ ;:1~!!! i ~.'1" :-'~. t ,,- _ llj. ,. ~ ~ ~ ! I f ~ . ',., "'.-;,.~~.'':..''''.. uiif' ',~,':~ ""tui~-a~ ~ '-- ":;:1\ i! ::; --.- 5 h..f ~ .. .-: . .~_. ~". .!aH '1 ~. I .. . 'I''' ~ _':, ~ ", ----I N -,0 N ____....1 ~ i';j i ~:' ~ ~ , ~'; ~1~~~I~~:d~~ ! 7 = ~ :' , h = E n i "",,' ~'; "~E 31''1.:jI~I~'~I'1if ;':~~~~<~~ff ~ i~ S ~." '" " - 1\ : l1l:lnrJ;fl~ ~""~~ ' , ,,~ " ~ ~ .. /J ~ !l' ,~L~,>)"~ o~'_i~11. if ~~ :r"~~~"'E:lI:) W:)ncnZ ~ l:if*, ~ - ~ g n ~~ ~-~::;':>l!.!~,~.:\!.1ll '~~~'! !.~';: ~ I . :, " . k ~ 0. :..r;,.. ' .:. :. uj " " .- :,I! .....:. . .. " ".:.11 In ~ :\ . .....'( '-:."'t "f~. '<~.-.~ --:f. ~ ~ ~...~ :g",ou_. lD '" I\I~ '\ l-~X'~; ~ ~ f ~ L~:,-'::":~:_-- ..'::~ :~:~:,::,._f'~, : ':.' ~ . ' : ~ : t Ii ~ - ~ ' ',: 7f <, ~"; ~ f Ii il' ; :;,,~.,~,~'.' ': _t~ .. '-.: ! ~;:~;::~;f.; ~ ~ u. - ," f' f ' '. ., ~ U Z. = ~t f ~t l!;: ~ E' ~t ~ ~.~, _ , f r ~ ~ , c ',:; ~~ I - . B - , .~!; ~ .. c~ . 9 ~. ~.:.. ~ ~.. i' . ~ ...Ii.. I-,ti;, "'-. 'tlii l t"-ll"',,_' 3, ......,..,....,.... ~f l ~a i . III ~.~, fJ :"':":tf ... .... OJ ' ~". &" - _ . f 'r> ..... ~ t 3~/4-'6./8M - i -j~ 0 I ~ -- - , lfi i7. ~ () ~.: '" .u . ." on 0' -n '- 0 - en ,. - - 'i,Iv ~2~; l.:~ )> n...."" ,IJ ~ or"'- '1J = ~~ ,', ~'; ~zg'.:: "II -. >> , -'"", 0 0 fnla:$~ '" "' "1g~n~ "' ~ ~~~~ ~,~ , C!~!eO~ i zet v>s: i!l~ .~~ \~\ @5'"~~ ~ := - <; . .0< (J 1 \J\l' " >/"." ," '" " ~;J ,. lfi C' 1; 0-, (j ; on .. , '" m it ~ /, V " i r )' J,:-- ~.. ~ sf~U "---'u;LCiNG SveTaNis--. 350 BURBANK ROAD. OlDSMAR. Fl 34077 LOCAL 813-855-2621 NA1'l1-8O(J.\f69-37uti FAXe13,R55~128 7.lnnJa BllilJm~ CoJe Online htl p:l/n(lritlablulding,orglpr/pr _app_(hl.aspx'Jparam=:wG EVXQwIDqlvmXJ.k.-6T(4Z8V Af ""jldYHZIS50nR!Il... 'r\ _ ? _--I'll., !,' ,,'. "'t.lll.k~; (f~,',- ! Product Approval ~USER: Public USl?r Product Aooroval Menu > ~ or Aoollcation Search> Aocllcatlon List> Appllcatlorl Detail FL # Application Type Code Version Application Status Comments Archived FL7925 New 2004 Approved r Product Manufacturer Address/Phone/Email ASHE Industries 4505 transport drive Tampa, FL 33605 (813) 247-2743 gary@ashelndustries.com Authorized Signature Gary Martin gary@ashelndustrles.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Categ ory Subcategory Structural Components Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Validated By Luis R. Lomas .. PE-62514 National Accreditation & Management Institute, Rene J.Qulroga, PE Certificate of Independence FL7925 RO CO! ashe letter.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1612 1613 1616 1619 1622 1710 2002 2003 ,'\ Produ~t Approval Method Method 2 Option B Date Submitted Date Validated Oate Pending FBC Approval Date Approved 11/17/2006 11/28/2006 11/29/2006 12/06/2006 Summary of Products " I FL# r;;;del, Number or Name Description - ~~Inum Ra;ser Roof Panel .-....-.- - ~..... .... J 7925.1 .024; .032, .040 and. .050 Thick I ! Limits of Use Installation Instructions ! Approved for use in HVHZ: No FL7925 RO II S07A.odf , , Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE# 62514 ! Impact Resistant: No Evaluation Reports Design Pressure: N/A FL792S RO AE S07A.odf ! Other: Panel Sizes are as follow: 1-1/4" x 12", 1-3/4" x 12", ! 3" x 12" For Exterior Patio Use Only , -----~._---,---~--_.~ - IBack I INextl DCA Admlnl!;tration 10(2 1/31107 10:50 PM 3> .--...-.- .-- --'--'--1. I I I > ,., . &. - PTC,LLC Engineering Evaluation Rational analysis for design pressure rating Project No.: 306-0718 Report No.: 507 A Manufacturer: ASHE Industries Inc. 4505 Transport Drive Tampa, FL 33605 Product(s): 1 %" x 12- Raiser roof pa1e1 (.024, .032, .040 and .050 thick) 1 %- x 12- Raiser roof panel (.024, .032, .040 and .050 thick) 3" x 12' Raiser roof panel (.024. .032, .040 and .050 thick.) CompI"nce: This report is issued to comply with the requirements of the F10rida Department of Community Affairs for Statewide Acceptance per method 1 (d), rule 9B-72.070. The product listed herein has demonatrated compliance wIIh 1he 2004 Florida Building Code, chapter 16, 17 and 20. This ia a one of 8 kind analysis and ia applicable only to the produds described herein. Scopo: This report analyzes the free span capacity of the above mentioned roof panels when attadled to a host building. The following design criteria ia used for analyzing these panels per ASCE 7-02 and FBC: . Importance factor: .n . Exposure CategOI)' Band C .. . WIOd zone: 100, 110, 120, 130, 140 and 150 mph . Dead load; 10psf . Live load 20psf for wind speed up to 12Omph, 30psf for wind speeds higher than 130mph . Wind load: In accordance with FBC tables 2002.4 and 2002,44A . Maximum mean roof height: 25ft . Slope: Minimum ~:12 Or~. per foot. Maximum 4:12 or 4. porfoot. . Minimum thickness: .024' thick when used in exposure B and .032- when used in exposure C. . Deflection: Wind speed <: 130, deflection 1/120; wind speed>13O detledion 1/180. The maximum of live load or windload is applied to determine deflection. 4' , G.".,.,,' Not8t1: . End user/contractor shall verify structural Integrity of host snudure. . The 2004 FBC, the AAF Guide 10 Aluminum ConB1nJction in High Wnd areas and the Aluminum Design Manual are used as referenc:e material for this 8n~sis. . Details shown in this document are for lluatratlon purposes only and are not to acale. . Proper care must be taken to provide for dead, live and w1nd1oad during construction. This is the rMPOOaibility of the contractor or the architect or engineer of record. . Where aluminum is installed In contact with dissimilar materials; aluminum must be painted or sealed In accordance with the FBC in order to avoid corrosion and to keep dissimilar material aeparated. . FasCia board used to install these roof panels must anchored to each truss or rafter with two (2) %" lag bolts wi1tl %- dia. Stainless sleel washers and sufficient length to achieve a 2' minimum embedment. . For concrete installation use ~. T aprons with %' dia. Nylon or neo washera and sufficient length to achieve a 1 '14. minimum embedment two anchors at eech location every 12., . Beams. columns and purlins must be capped and are the responsibility of the contractor or the 8{Ohill!Ct 'oi" . engineer of record. . '.. - - . Existing structure maximum overhang is 2..,' \.. - ,," - . . . - , .. Existing trusses or rafters to be located 24" max. O.C. ..' v.:.-........ ", ..: 10(6 1535 N. Cogswell St., Su. C25 Rockledge, Flori" 32955 Phone: 321-690-1788 FlU: 321-690-1789 FBPE CntificlllE of Authorization 25935 .. -...... --- .-. . -. ~ :'/. /g- ~;(~ .' ':='" ~ ~-~~..,-_. u.4 ri..s....-O::Otriw:E,: :.,..' :--}" Flo~ "'l9-::68i4. .... ~...., "1~-,.'" ............ '-I ... .-- PTC,LLC After analyzing the panels and based on the above mentioned design criteria the following charts were developed for determining the maximum free span of the panels. Free &pan is the maximum distance between supports and between anchors for the roof panels. lIIIIIlInum ..., T~. BulIdIftg J*tIdr encIoud. "JlC*Ire ~ 8 Buldlng -.child 10 . INlIn r.o.tl1nJcture 1T x 1.a- mefMf, 31~ Numlnum ..... WInd F... Sperl Spen .,1' Sp.n wi r th~ VeIoclly ,In, ,,,,,,,,,- Ill) OH (ft) OH (ft) 100 4,8 ....1 110 4,5 4.0 - O.lD4 120 .. 3.9 , 130 3,9 3.2 140 311 3.1 - 150 3,7 3.0 . 100 5,3 5.0 2.8 110 5,2 "'.8 2.3 0.032 120 5,1 4.7 2.0 130 4,2 4.0 . 140 4.2 3,9 1110 4,2 3,7 . 100 5.0 5.7 3.B 110 5.8 5.5 3,5 0.G40 120 5,e 5.3 3.3 130 4,8 .,8 - 140 ...,6 ...,5 150 .,8 4,3 . 100 64 8,. 5.0 110 6,4 6.'" 5.7 0.050 120 IU 6.'" 5.5 130 .,9 .,0 4,3 ''''0 ..9 4.e 4.1 150 .,0 ....0 3,8 .Ulmum apen Tellle IIuldng pertllIlly endoMd. ..po.ure ~ B BlINding .u.c:Md 10 . II18In ho.t.cruaure 12w x 1.75"' m net. 31OS-H21 Aluminum PaMl WInd Free Spell Span wi t' Span wi r thIc~ v,:::" nn' (ft) OH(ft) OH (ftl 100 5.2 4.8 2,4 110 5.1 ...,7 2.0 O.ozc 120 4.9 ...,5 130 4.4 3.8 . ,...0 4.3 3.7 , 150 4.2 3.6 . 100 8.0 5.7 3,9 110 5,8 5.5 3.6 0.D32 120 6.7 5.. 3,... 130 5.0 .,6 - 140 4.9 ..5 , 1110 4.8 .,4 100 11.11 11.5 ..9 110 8.. 6,3 4,8 0.040 120 8,3 8.1 4,... 130 5,8 5.3 3.2 1-40 5.5 5.2 3,0 160 5.3 5.0 2.7 100 7.3 7.3 5.0 110 1.1 7.1 5.1 O.oGO 120 1,0 6.0 5,4 130 8,0 6,0 ..2 1-40 8.0 5,0 4.0 150 5.9 5.7 3.8 o40f6 1.~.~'L " r- ..... .----. .-. .'.-.. '12.00 .-..-.. ------, ..; . ! [ 1.:5 1 . 12.oo-------n--.. " .' ...., -..... -. ...-_....... ... ...... --- .-. :-...."- ~ ~ . g"~. .~ .' .. ..._ _0" . ;t;. ~'. .'.' .. .' ,''': . Luis it..J~::.-n:r-..'" ....... .. . ~'~<[~rt.-& '.. FlorldR'N>>.'-62514 .' - .... .. -~ -.. 'l."'Q~ ..".. .y.......F;.~. 1535 N. Cogswell SL, Ste. C25 RockleJge. Florida 32955 PI/olU!: 321-69lJ.l '788 Fax: 321-690-1789 FBPE Qrtiftalle of AuthoriZ/ltion 25935 ~ 1535 N. Cog~lI Sf., Ste.. C25 RoclcWgr, FloriJR 32955 Phone: 321-690-1788 FlU:: 321-690-1789 FBPE Cerlifiau of Autlwrization 25935 ..., . &. PTC,LLC 1I&Illmum Spen Tab/lt Bultdlng pllltlaUr encIoMd. ~..... cat.gory B Building abc:hed to a ~n "'t structure iT x 3- pellMll. 310&0H2I Aluminum ...... WInd F,.. S,.. Spen wi l' Ipen wi r thIc~ Velocity (ft) OH (ft) OHCIQ IIn' (mDh) 100 lJ.B 10.0 9.0 110 9.6 9,7 8.8 120 9.4 9.5 8,~ 0.024 130 8.3 8.3 7.1 140 8.1 11.1 7.0 150 7.9 7.9 6.7 100 11.3 11.6 10.8 110 11.1 11,3 10.5 120 10.8 11,0 10,2 0.032 130 9.2 9.2 8.7 140 9.2 9.2 8.5 150 9,1 92 82 100 12.7 13.0 12.4 110 12.4 12.7 12.0 120 12.1 12.4 11.7 0.040 130 9.9 9.9 9.9 1040 9.9 9.9 9.8 150 9,9 9,9 9.5 100 14,0 14.0 14.0 110 13.8 14.0 13.8 120 135 13.9 13.3 0.050 130 10.7 10.7 10,7 1040 10.7 10.7 10.7 150 10.7 10.7 10.7 , . MaXimum Span TIItlIe Bundlng .-rtIIIIly endoAd, .xposure c:at.gory C Building .u.ched to a main host atnJcture iT x 1.25" Illner, 3105-H28 Aluminum P..... Wind F.... Span SPlin _1' Span wi r thlc:Jlnee8 Velocfty (ft) OH (ft) OH (ft) fin' (mDh) 100 5.1 4.7 2.2 110 5.0 4,5 - 120 4.8 4,4 - 0.032 130 4,2 3,7 - , 1040 4.2 3,6 150 4.1 3,4 - 100 5.7 5.4 3,4 110 5.5 5,2 3.0 . . 120 5.4 5,0 2.7 0.040 130 4.6 4.3 - 140 4.6 4,1 - 150 4,5 4.0 - 100 6,4 6,... 5,6 110 6.4 6.4 5.2 120 6.4 6,4 4.9 0.050 130 4.9 4.9 3.7 1~ 4.9 4.9 3.5 150 4.9 4.9 3.2 50f6 b ..' ~:r J ~. u,. ~ .-----..., 12.00 .. L . 1.HI 1 I )1 .---.-.--.. U'."..' 12.00 -.. ...., __ .....__.... -- . ...... "..., .--....... ....... --- -. {,:: : .-;/___..-:... ~-i( ':'-. ~"~~~. LriU x.. l."mti'ia. P.~ : - . . Fli;,;J.~6i5i4 .' - ..' ....~~...... ". ..... .. .....: :- '- .- t ~ ; ; \ .. I L', v' i':> I Ii. V l!~ ''7 , .. ,..,. -- PTC,LLC llulmum Spen T." BuMng partie.., ~ ~ cMegofy C BllIldlng etI8cMcl to . lMIn .... structu.. 1r. 1.l'r ~ MI, 3105-H28 Aluminum Penel WIIId F_ Spen $pen wl1' Spell wi r thIc~ VeIoclly (ft) OH (It) OH(lQ ,...., 1m""" 100 5.8 5,5 3.5 110 5.8 5.2 3.1 120 5.4 5.0 2.8 0.031 130 -4.1 -4.3 . 140 4.7 4.2 , H;O 4.5 4.0 , 100 6,4 lU 4.5 110 6.2 5.9 4,2 120 6,0 5.7 3.9 0.040 130 5,3 4,9 2.8 140 5,2 4.8 2.3 ISO 5,0 -4.6 - 100 7,1 7.0 5.5 110 6,0 6.7 5.2 120 11,7 8.5 4.9 0.050 130 5.9 5.8 3.7 140 5,8 5.4 3.4 ISO 56 I 5,2 3.1 1.~~-. [ .i., _ .1 t....,-..- ..__._,__ - -. 12.00.-- ...J Maim... &pen Table BuIldIng pertlelly enc:loRd, expoeure cMegofy C BuDding .u.c:hed to a ....... hoet ~ 1r. 3- -..... 3105-Hl8A1umlnum P'" WInd F.... Spen &pen w11' ap.n wi :r ~ Velocity (ft) OH(ft) OH (fQ IIn' ,-,. 100 11.0 11.2 10.4 110 10.6 10,0 0.0 120 10.3 10,4 0,1) 0.032 130 0.1 0,2 8.1 1040 8.9 IU 7.0 ISO 8,7 'HI 7.6 100 12.3 12.8 11,8 110 11.0 12.1 11,4 0.040 120 11.5 11.7 10.9 1:.'10 0.0 9,9 9,4 140 0,9 9,9 0,1 150 0.7 9.7 8,8 100 13,7 14.0 13,4 110 13.3 13.8 12.9 O.OSO 120 12.9 13.2 12,5 130 10.7 10.7 10,7 140 10.7 10.7 10.5 150 10.7 10.7 10.1 . r-- f 3.04 , L f 12.00- In.""latlon: Refer to aketches and general notes. Cet1lficatJon of 'ndependence: Please nole that I don't have nor will acquire a financial interest in any company manufacturing or diatributi~ ih6' . , product(s) for which this report is being l8&ued. Also, I don't have nor will acquire a financial interest in 8~Q~ :.. _ _ ". '.. entity Involved in the approval process of Ihe listed product(s). _ ~. \,. ~."''-'''''' .-. _ " .-_...-..... . . .. 60f6 ~~.-o,:/J..~~:-. ....~~ _- .r~_.. , is ~)r"t.-.:... .' ,.- FlorU..No.:.Q5l4' _.' - ...... 1......,;.~- ,',' ~~~..... 1535 N. Cogswell St, Ste. C25 RocldeJ~, FIDrid. 32955 P1unre: 321..(j~1788 Far 321-690-1789 FBPE CntijiaJlr of Authorizaticm 25935 ':.~ j !I.}lh.,} DUII,IIII;';' \..'''Il' 1..1111111\,' 11Itp." III IIIUau1..IlIumg.or g'prtpr _app _I \l.:\~p" ':'"':~'-,.,~ /. . " r~'l"[':li..:-OJ".'=ol,..l'~'I" rr.-l.l;.noi.'~ BelS Site Map links Search PrOduct Aeeroval Menu> Product or "eeUcation SearCh> Application List Search Criteria Refine Search Code Version Application Type Category Application Status 2004 All All All Fl# Product Manufacturer Subcategory Compliance Method All Metals USA Building Products All All Search Results - Applications FL# ~ Manufacturer Validated By ~ Fl1779.R1 Revision Metals USA Building Products Thomas C. Williams, P.E. Approved t!illia Category: Roofing (386) 427-8431 Subcategory: Other F11791.R1 Revision Metals USA Building Products Thomas C. Williams, P.E. Approved t!illia Category: Panel Walls (386) 427-8431 Subcategory: Other F11793-R1 Revision Metals USA Building Products Thomas C. Williams, P.E. Approved t!illia Category: Panel Walls (386) 427-8431 Subcate,gory: Other Fl2291.R1 Revision Metals USA Building Products Jorge A. Pomerantz, P.E. Approved ~ Category: Roofing (954) 394-8521 Subcategory: Other Fl2363.R2 Revision Metals USA Building Products Approved !lli1Q!:y Category: Windows Subcategory: Horizontal Slider F12756.R2 Revision Metals USA Building Products Jorge A. Pomerantz, P.E. Approved H istorv Category: Panel Walls (954) 394-8521 Subcategory: Soffits Fl3034'R1 Revision Metals USA Building Products Approved t!illia Category: Windows Subcategory: Fixed Metals USA Building Products Thomas C. Williams. P.E. . Fl4718 New Approved Category: Roofing (386) 427,8431 Subcategory: Metal Roofing Fl5700.R1 Revision Metals USA Building Products Frank l. Bennardo, P.E. Validated Category: Structural Components (954) 354-0660 Subcategory: Structural Wall Fl5 700 New Metals USA Building Products Frank l. Bennardo. P.E. Approved Category: Structural Components (954) 354-0660 Subcategory: Structural Wall E!.ll6.2 New Metals USA Building Products Frank l. Bennardo, P.E. Approved Category: Structural Components (954) 354-0660 SUbcategory: Roof Deck illill New Metals USA Building Products Frank l. Bennardo, P.E. Approved Category: Structural Components (954) 354-0660 Subcategory: Roof Deck " New Metals USA Building Products Jorge A. Pomerantz, P.E. Approved Fl7344 Category: Shutters (954) 394-8521 Subcategory: Storm Panels Fl7344-R 1 Revision Metals USA Building Products Jorge A. Pomerantz, P.E. Pending FBC Approval Category: Shutters (954) 394-8521 Subcategory: Storm Panels MllU New Metals USA Building Products Frank l. Bennardo, P.E. Pending FBC Approval Category: Roofing (954) 354-0660 Subcategory: Asphalt Shingles !~ :J ~ ~ f ; I t ? f I: :: ~i r \:~ I r 1 " .~ '. DCA Administration Department 01 Community A"a/rs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee. Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 @ 2000-200S The State of Florida. All rights reserved. CODvrloht and Disclaimer Product Approval Accepts: =:JIiIB. I~~.~ -; ":"\.. ~ \4'~ ;. .-i. /' j.IOllua JJullthng Code Onllllc hllp:/lOoridouui I di n~,or~/prfl" _app _ dll,a,px ?1"ralll=wG EV X QWIl.Xi v IJ LGus%2bEzuQI F%2f ,hO I J%2r5t J'J. u ~,;S;,~,' ! Product Approval ~USER: Public User .....,1.:,',.',., , ... . r~~.I.lfi.,t!I..~,:.I:{.!.I;hT,1J'~~ll!.i91 Submit Surcharge Stats & Facts Puul/eallons FBC Staff eels Site Map links Search \'~t \~)l 1 t~~.~..~" l~" ~ 'f ;.' ~~ ~1'tf~ t! ~ " '~, /1.- --/ f'~~.., :~\ ) 11 "f I ,/" " j , I , j PrOduct Aeeroval Menu> Product or Aeelleation Search> Aeelleatlon List> AeeUeation HlstoN > Application Detail FL # Application Type Code Version Application Status Comments Archived FL229l..-RO New 2001 Approved I Product Manufacturer Address/Phone/Email Metals USA Building Products 7815 American Way Groveland, FL 34736 . (800) 342-9077 bkaufmann@metalsusa.com Authorized Signature Frank Bennardo c1angleY@f1bengineering.com Technical Representative Address/Phone/Email Bill Kaufmann 7815 american Way Groveland, FL 34736 (800) 342-9077 bkaufmann@metalsusa.com Quality Assurance Representative Address/Phone/Email Category Subcategory Other Subcategory Roofing Other EPS Core Roof Panel ~ ~. ~;:< '...., . f '1~ ~~.:r' '-~.-......_-........ Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Rec~ed Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Validated By Frank L. Bennardo PE- 0046549 Underwriters Laboratories Inc. Jorge A. Pomerantz, P.E. Certificate of Independence Referenced Standard and Year (of Standard) Standard ASTM En UBC 26-3 :tw: 1998 1997 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 04/02/2004 04/06/2004 04/06/2004 04/21/2004 08/04/2005 Summa of Products Description FL # I Model, Number or Name ! 2291.1 J.~~~=F~b R~~f P;~~I~ ! Limits of Use (See Other) I Approved for use In HVHZ: ! Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: 11 :1 ;1 !I II :1 ~ t !L Aluminum and Steel Skin EPS Core Sandwich Panels Installation Instructions Verified By: Evaluation Reports PlID 2291 T 50332-A.cdf PTID 2291 T 50410-A.cdf PlIO 2291 T S0410-B.cdf PTID 2291 T S0410-C.odf PTID 2291 T S0410-D.cdf PTID 2291 T S0410-E.odf PTID 2291 T 50410-F.odf PTID 2291 T S0410-G.cdf PTID 2291 T 50410-H.odf PTID 2291 T 50410-l.cdf PTID 2291 T Analvsis Scans.cdf PTID 2291 T Drawino.cdf PTID 2291 T UBC Fire Test.cdf IoU 1 212/07 8:52 AM 1 . , f I I I h L f I J ! f i (' I ! r , I... " r I iiiiiii ii~. oil Inn In ~ ~~~fIJ~ . lljqtlll;; ~.w f ~ ~ rf llltltlll::: :::;:aff; fll tI~~tJ~ ll:::a ;! E '1lI!<!<~:l: tllllll;;l :l ~qtlll;; :::;:~H ~B ~r ltll II II/tl tl;;:::Ij .U 'f exx!:tfl;! ~tl~ll riil t~~xu n~;;l NU ltllllllltl tl~~rl i~ iH .~ ! iI. !:ttllllt tl~tllj I!IUIII~ IIltl~1I !Bffl 11ll1~1I eu;;l ltll15l1tl tl~.lf ~ ~J .~ f ..- ~1re&~ IIlIHI · r - . .~ I ~ I~~r!!: lIBIIlII ~I f SII::!1 uul IIi .. " ~ IIi -;: i F~ f iil~ IH ;;1:... "U: ;U]i'- ooJf 1st ~ ~ o .. ~ ~--~ ~ ~ 1Il Ii Jjl ~'d? .. ~ '" ~ ~o !"il g" (IJ I~ ~ ~~ m U. ~ ". o' "f I~ It ~~ ~ "D~ ~~ l!!~ z c <: ~ ~-~~~ O~J:o z m. Z "'l!1 g ~Oi 2 :1:01 ~~ ~~ ~ ::1~ - I ill I I " ~ ~ ~ . J'j Ii i Ii Ii "!f~i[ II ! I Ii i h ii IfjJi i ! i ~I I ~! If !f~Jfi ~ ! i i i I: ~~ ~If IH ~ i ff ! il ~l s t II i ill~,'l ~ ?fi2'oil i . ~ I ~ ~ 8~I~i !( ~; 3 I i ~f ~I j ~. i ~~ It h I !! I Ii Ifill i ~ ~ ~ 15 ~!i,,~ I "'! ! III i a&1 . : i I~! tfll) ~ J I ~ IHf,. ~ 5 f ~ l~iI i ~ ~ ., r . fl~1 I ~ ~. !~IH 5 a r I ~r!*,: i ~ i i 11 lf~~ ~ i ~ i 'I~.!:I ~ i ~ ~ if~fj I I I I Ui Lawrence E. Bennett, P.E. CMl. ENG~ER. OEVELOPIIEHT CONSulTANT P.O, BOX 43M SOUTM DAYTONA. FL32121 TELEPHONE (3ll8) 787~174 FAX (3M) 787_ ALUMINUM ROOF PANELS PRODUCT APPROVAL # 1779 ~II'" Building Products L.P. JIlS ......an _,._ .,....1...,... 147M 1U: usn 711-71. aMI Nal (JU) 4if.lOU TDU. ...... 1-....142-.." ~1_..._ rD "i fARES J )('1\------- ~ :llI .. 0 "'c (hg ~ ~o m m ~ Gi ~~;L'i ../! tJI o!j ~ !: ~:llI 8 " "D ~ m r- ;!! I f , I I. I' , ~mflnLS US H' BUILDING PRODUOTS ALUMINUM RISER PAN ROOF INSTALLATION INSTRUCTIONS · INSTALLING EXTRUDED HEADER TO FASCIA BOARD 1. INSTALL CAULKING SEALANT, OR PUTTY TAPE, OR SEALING TAPE TO BACK SIDE OF HEADER. ' 2. (2) TWO #10 X 1-1/2" SMS OR WOOD SCREWS PER RAFTER OR TRUSS TAIL OR ALTERNATE METHOD: #10 X 3/4" SMS OR WOOD SCREW SPACED @ 12" O.C.. 3. FLASHING IS OPTIONAL ON ALL APPLICATIONS I I' j · INSTALLING EXTRUDED HEADER TO WALL OF MOST STRUCTURE j I 1. INSTALL CAULKING SEALANT, OR PUTTY TAPE, OR SEALING TAPE TO BACK SIDE OF HEADER 2. FOR MASONRY USE MINIMUM IA" X 1-1/4" l'rlASONRY ANCHOR OR EQUAL @ 24" O.C. 3. FOR WOOD USE#10 X 1-1/2" SMS OR .WOOD SCREWS @ 24" O.C.. · INSTALLING ROLLFORMED OR BREAK FORMED HEADER TO WALL OF HOST . STRUCTURE OR TO FASCIA BOARD 1. INSTALL CAULKING SEALANT, OR PUTTY TAPE, OR SEALING TAPE TO BACK SIDE OF HEADER. 2. (2) TWO #10 X 1-1/2" SMS OR WOOD SCREWS PER RAFTER OR TRUSS TAIL OR ALTERNATE METHOD: # 10 X I" SMS OR WOOD SCREWS @ 6" O.C. STAGGEREDTOP BOTTOM. FOR MASONRY USE MINIMUM lfii" X 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C.. " (FI..hlng OpUonal aR .11 .pplICllUQn'l II ~ ~ ;';: , 'i ~' · RISER PAN ROOF ATTACHMENT 1. .ROOF RISER PANS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 X Ih" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH lh" 'W ASHER UPWARD THROUGH THE BOTTOM OF HEADER. ALL SCREWS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. 2. FLASHING IS OPTIONAL ON ALL APPLICATIONS. 3. ALTERNATE: THE PANS MAYBE ANCHORED THROUGH BOXED END WITH (3) EACH #8 X I" . 4. PAN RISERS SHALL RECEIVE (1) EACH #8 X lh" SCREW EACH THROUGH THE TOP SIDE OF HEADER DOWN INTO THE RISER. 5. #8 X 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE 11'0R *8 X lJi" S.M.S.. 6. ROOF RISER PANS SHALL BE ATTACHED TO TIm SUPPORTING BEAM WITH (3) EACH #8 X 1/2" S.M.S. PER 12" PAN WI3A" ALUi\UNUM PAN WASHER. 7. 'VHEN ATTACHING TO WOOD SUPPORT BEAM OR WOOD PLATES, SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF I". . 8. CAULK ALL EXPOSED SCREW HEADS AND FASTENERS. 9. FASTENERS BASED UP TO 123 MPH. USE THE I"OLLOWING FOR APPROPRIATE WIND ZONES: l30mph = #10 140mph == #12 150mph = #12 '. , AoofPan . , #8 X 112" S."'.\ .;.... / #8 X 1/211 s.m.s. , ....-- -.-.- :_~- ..... .ufld..... CodoOnlM Insullllion Doc:umentJ UplO8ded: Product Approval Mclhod: Application SlIlus: DIte Valid*d: Dale Approved; Duo Certified 10 the 2004 Coda: - ,---, ......: Go . ''"V'" .~ Product &lodel tI or Nlm. lumlnum I A1t.rninum oaf Panels PT10 ';500 T IIETI,05. 1'190 PDE J>TID 5500 T BITt.os_ 1991 rnF PTID 5500 T HITt'lI~- J992.PD~ roD 5500 T HETI.05. 1993 pcU' roD 5500 T HETI-05- 1994.PDF PTID ~500 T HETI-05- InS.POI' PTIO 5500 T HETI.OS- 19?6POI:: PTID 5500 T HETI-OS- I 997.PQE PTID 5500 T HITI-O'i. TI:l7 _ IJ.1I.JlsI! !'TIO 5.100 T "E1:I. LIb DrlwinPt Ddr . Method I Option D Pending me Approval 09/2312005 Pag61/1 Umlta of Use For ouldoor patio nsltuctlon only, For use 'thin and outslde the Z. ,----...-, . _.lttx1..__ CQlIYIIahl - 0IIdahI.r : Cl2000 The ::tale Ot Fb1de.. AI. lIg/IlI -.-L "I~ . . . . . -----.. --. 10/~'lOO5 01:47..... . --.....; "J,,: ~~:' '0'.;. ,1:~ I ., "I' "';~;f }: '"., ~':j\J~ :,~{ ",:J::\~'il ." ,"'.<1 f' , , '>:f' f ",;;~/ ::'" ~.:. '''' 'L :' I. , ",I. " i l' I, '! ... " (, I ,I, I, ! ' , I . , , ~. i" ; ':: '~," ~ :.;.: ;~ ",,,;;~,j;j(:,!, .- \-' .:~.' :~,i I~" . ,I . "'f' I. ,",' 'j, . " i , d ! : ~ i ~. : , ,I ' .',>/ :;',:'l,I ,. ."',:b: ".~, .r.:'- ,y 1 , ,: , 'I, .1' ,I !, 'I .. . . , I (f) -.J W Z <( a.. LL.2: O~ Os ~~ E w3 oc':: 03 u~ E L3 <(<( o lL. U) 0.. W ~,-_..._- V"l'.. ~-.ll" . WW i~~~ .! ~~; _~. ~ ~~ B 5 ~ ;~ ~"~{, x tte~1 I~~ ~~!~ ~ ^ ! ~o~6*ii6 ~ f~Ri SO .~~R xl f~1 ~ ;I!~fii!.~ 1'~II.~If!:!~f!I~!i~~ ~ R~O~~E~fi ~~~~~I~~9~;~~el~g~t~~, = 5~~~~;!;~~I~~~9~~~~~~~~~I~i~!~q~ >: :lxera ..>-~' ...,,~'~' ("~~..xa~~J:"2":':~ m~ c 2nl~~.: .udx2~~~~~I1'?n~2 ~~n;~~ w~ ~~~~~~Q~ :;~~Q=(~~g~~1~~;~9fi~~~~ 1- ~ 'i\~B~x'l;e9V~~l'~~~r..r;:i~~i!i:;~a.;8:~3:r~~ OR~~~~i~€~a ~~~~9E~~1~~~n~~~~~~~~~s · z~8g8~-~a~~ -~~5~~~Hi~~i~:~~~~~~~a~ ~~i~~~~~t~~~~g~l~i~~~~~~x~~:n~~I~~~ ;i~29~321al*l ~ ~er"~~~~~!~~~OR ~ ~;:~3~~:~~~E~slK~liS~~~rli1!liRU~Uw~ ~=~~~~8~~e~~~~~~3~~~~g~~;~&gE~SQ~e ~s :. "'" ..~ . I. :,:; H ~~ ':!! Ool. ~~ . . ".. . I. !!:: ~; I, ~ T_ ~~ .:.~ ;: if uJ J ~~ ~~ :=~ =~ ;!~ :l. x~ ~~ -- ~:: =~ ::~ 3!i !: f~ ~~ Ip' ~~ ~~ h IpIr ~~ IH . I- ~2 ~; ==/r 1..' ?~ :~ ~~ ~~ .., I! ~;; !i~ ~= .. .,. ~... ,... .... ,,! !: ..1:- :=Ip "to ~~ '"" .." .,., ::\i ~'t "" "" k: :.... ~~ ~~ ~:I ~ ~!! ... ~= f~ ::!.! ::~ ~,. !!.. " .. :!- -- ~ ijj t lp7 .." .,., .." !!b ~~ lp' ~~ It': ' b ::; "" .,:, .... "'.. ~t !!: T. ;::;: of 'I !!~ !!= ::~ !!, ,... bo~ ~.. .... .... ....~ --7-= I.~ E -:- rl "I. ,,:, :"l. :." !!:: H It': ',:, :-:., Ip!> Iplp .,,, !;., 1-:- ~~1 ! ~;: Sf ::~ ~~ ~~ ti.~ .... ..,. .... ;::~ "': .... .... ...~ ;:~ . . cli E .... :':, ",!1 .,., ..:: ~~ ~~ ':or, ::" '. ~ r,!! o,J: ~% !:., "'., 5j! ~.:. ~.. .., .... "':' -.. ... ':" ..... , ...... ~- .... <<! g ~5 !:t o~ 5~ ~! !! IlO ~D ~!! !! H 5~ ~~ g 'h -;\ .. ~ j ~~ ~~ ::;:; p;:; :A:;; ..~ p:; :;:; .... ::;: ..~ .... ]I 1. 1 '1 '1 1. 1 11'1 1. : 1 1 1 1 'I. H .. :: Q ;t J: II II " ft ; .. ::t ~ a . S3lIIl.l.:lmUs 035OT.)H] V3/1O SJOOlI 1II w -' m ~ z ~ III ~ ;'5 -' u w -' aJ <{ ~ o -' -' <{ ~ ~ ::E ~ snnst7tJH3 O~HnlOS .. NUO lIlI\O ~ 5 ~ !t ~ ~fi ~ l~:!i ~ ~m~ t !i~~ ~ ~~n r ~:!~~., 5 ~~~~~ ~ ..li~~: ~ ~ ~tl..~ .. ~nl~ 3~ ~~~ ~~!~ t.Lo.. <c.o ~ ~ .. ..... s., ...... R ~~ II ............ ~ ~ ~ ::::::::::::!( ~ \110 ~ ....... ~~ ........ i ...... Jl --..........: ..... t; ..... ~j ............ ~.. ......:..... 0 ....... !l~ ...... ,.: :.:.:...:.:~ ~ ~=~ .J.: :::~ fa h Ii ~~.. ~ JJ~ : "j'l~lC.:I :l r ~ o~ .. .. >l'; . I ~a:~~ Ul~! ~ ,:;! 2 Z~" it fj~ >- o !,!'l . 1'...w:1 -. .'..~ ~!'I.li I- ;;~g2 ~~~'!:~5 <( ~"dJr:l :\..r,.,..; ci:)~ ... .....:i:(oC".. IU :;~n ~;-!~~g;! o ~"... 11~ 3r-1 - XM:- ..~J:!.:,\ -Q ~~21 ~~:~~~~ o ~~~x ill..:; ..9. u ~Liu ~J-~"- <<: J~~~ ~;!i~ifAl'l w x.ul ~Oa I'! _ :x: i~c .U;/~!'l~ ~ 5 =~i~;;~~!~.f ~ c c n ~~ ~~ !l:!! r>1 R1 ~.: Bli -ii ~~ ~2 '1~ r:r I'~ "!I m K~Ja Ke w ):'....w ~.. I- B;Hl~ ~..il o -!leI'''' --Ii: Z !cr~g l~~ z i3S;l~ ~~C! o f~!I~S ~Ui F. 2!~an ~~!. ~ ~~i51~:;rai IL !1l;!1 ,i - w -ii9- _:r o -~I''' "A~ 5 ~ir: !S S !!i -~ ~ i ~~=i!1 g ~ i~~5~~ t; X.:.~~i~b => ~~9..9~~~ 3:izw2t:l';" ~ ~3i~3~~~ m ll~ ~Ol:!.IX Z :;:l~9:.!~tl~ij. ........ ~il- .II:~1IIIt W 1i~~.iXx,! m ~~f..A~~I'!" :::> 1::t~~H9 .. ~ g:55~1~~i Ul g~~tl~w~lo ~ =n;;~gl;;2i ...----.......,,~.. ....~~........-.-.a.... ....",......, .' .-----1"/ I-i.l' ., ~ . ..i J Ul i~~!~ ii ~ ~~~i~ D~ oe{ oEtl1 ~~ ~. ~t~*~ ~; w fE~p ;0 o ~X"'....; ~;; w Jl:::z.,.~ ~ ~'~Ut~jig ~ .~g~E.i~!! (Q :!~i;;tl~l ~ ~ ~~~~:;6C d- Id ii! !(~~ '.: ~dt :'. J i3;? i h! ~s ff ~l'! .. ! ~f Hi B~ if ~, i5 ~- ,,:j i ~ ;,. t; o ~ ~ !~ III I., A ill ::~ E ~ ~ll Q. ::. u.. ate. .. 8 0':.: << . III __ n. w 'I ifili' ~ ~ ~t ! 1151 : ~BI! illD .. I ..... /, /"'" ~> . 1\, !.: I.' _!, ./ I I .1 'I '! ,j :1 ,I ! " .f I I .I ! f ., r '~, ' ~-. ~., . ~:,'" i . d '1 1 ,I , 1 I/'.'~' (.:~: . 11.:'-,", I. ~ . .13'3"" '1ViIa .....r.::.:~r~ "!1~~.u...":oi:' , \;~~~~~p ." ~:; Pf ...~ .. .., ..~ II> .. 6 ::1 ""I~O l; ~ . (I) i~gli:!," -::iX~ro ~~!Ig i~~"::1 ~~I"~ ~ - ~ "tJ ~ ~ fn ;Xl> 0"- OC C~ Oz -'c 'O~ "l):O :o~ ~"tJ ~~ _Ill "O..- ....0 CD ~~ 1= :: i!i ~! 'i::..f - ':"I!,i !r' hlJ i:~a 1.:;;>... l l_ . ~ ~ .. ~~. ,K) 'OONt'tO . . - .......... .......... ~ ..... __W~.." erq.L ____::l . -- - .....,.,................. -..,..~ ..e. ' --.~,.,..... . ....~ ..... -...-.- --..-.-........... ........... .....-................---....1OW'Iil' ~ ....-................. Us..-) ........ ~~""""'''''M''' ...., ..0.-0 - .................. -....... n4. ,........ -.... .. .. .. .. .. .. '" .. .. K .. '" .. -... I.. .. .. .. " u ... "' .. "' .. -U " .. It .n .. .. .. .. .. .. .. '" .. '" .. U II U .. .. --. u .. to .. .. .. .. "' .. . IJII " It .. .. -.. .. n .. u .. .. K .. .. It .. .. .. .. .. II _on .. .. .. U .. . u II( u .. II .. .. . . oc. " .. .. '" II . . .. .. .. .. .. .. _u .. . " to .. U I( . .. I. .. .. . to II -.. ., . .. I- .. .. . .. - .. -- - - -- -- - -- -- ........... .... r-r .....1I;:Dt ,..... .....1II3It .... ..-,.., ,--. "",-" ..".t w.., ............u.... ..........U..., --. .............., ..............".., _w --. .....-. -- --=>,- -- ~ -.. -... --...er-o --~-AQ----......... --"'~-...- ...._~L~.....____OSI,.. 1Do. q",,,OCJOn4ar .._..._._ -'-0'. --"'EO-l :DsY_""___ ..s"ar.._..._._ ____....__ or --....---- -"'11.:1$0101"........_.____-..,_.__._..___ 'r "'O"___ZO-l ~...,.__,.._. -.....----lAl,oao"'l1.:I$oIO.P......._._______~ . On.l............ .."....,. w --..........InI--_"'..ll__...OO..___~_ ---fMIO....al'l.I----~_...__......JO_OU....lL.._ --...In.I.....O__~__......._____ .~-----.o.. --n__Lr.sv_A_ "'-__...____...........__._ ~a.-._ICllI:...__"'''-_____ -.-----_"'11 :l.,.....'.l~ &101.-0 '; City ofZephyrhills ButLDrnG PLAN REVIEW COMMENTS . Contractor/Homeowner: Ron L A-lu(y;\'(")um" Date Received: . , , q-I'l-O! Site: . Lo4-1 ~ ,l-tun"hn~rJY'\ 1)(? PPrn Rcffi.P I ~~<:~t:);' ~{?.JCl.SLLre - . Approvedw/the below comments: ~ . Derried ~/the below comments: .. 0 . Permit Type: Approved wino co~ents:D ~r ~_l (lJ(/(,1 /J!Nrf Jjf241~j., . W/~d/:'le-&:/, . . :) - " I :a.m-u:k <.0 q 0 a.; be kept with the permit and/or plans. ~-fr-O/ ' Date -c L.:..-, Contractor and/or Homeowner (R..equiTed when. comments are present)