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Home My WebLink About98-7943 , BUILDING PERMIT ~AL CITY OF ZEPHYRHILLS (813) 788-6611 AFTER HOURS PHONE NUMBER (813) 788-.5262 PL~. Permit 7943i5 ~'<;?-9yJ .- Date SO BUILDING MEC~ICAL 'Sewer Conn Water Conn: Zoning: Description of Work Water Meter: T_I.F.'s: Property Owner: Job Address: Parcell.D, # FINAL C.O. DATE NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances, DATE -~-~?1 ~ Signature Company Address ~;;~ne# l' Valuation or Contract Price J: :dOc)' , City License Registration # d h State Certified License# e 3~ D s 7?iS2- 7FZ-/ofa'1 (R~JI (l Bn5/J ~ a~7; _ P BUILDING ELECTRICAL_____. (/9 /91 iJ.,~ TP.se"'~ / / Rough In Meter Can Const. Pole Pool Pre-Meter Driveway 1/:;/'7 g ~ Final PLUMBI~' . ~----- MECHA~lr^l Ftr. Pre SLB Lintel FRM. Insul. CL WL SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($~) shall be made for each trip for each trade: ~7'" tt1J a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted On job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. I" I': i: . . Ij /-~.~,; ~..--r/J V-r{~.J':'l ('Yl!llt~)il'.;ll< '('\'\~.~...)' F) It-- r', 1-,.,--, ..;.:) I ,~ :.J -;::;'b ~+ i..--Au(l$.L- Vt~'f buh\ ji i I j ! , ~ ; - j:,.~ 'u \) (1\ l.-\J rt-- : I : --.J I qcf D . 'J ,.. I! ) s ..."- X ~q ~ x 'Sc}. F-t :5c;. F-I I.: I.' ! . ;:; BLDG-, I : Ii PLun/l g,. , ., ; i lV\ LLL-l . : li-LtLC.. , : I I!/ I:; r-: - ':::> ...., ,"-. v "-- ,-/, N//\ Iii Cr{F p\ 1- ill :,: ;ur4 ! . ! ; : Co N ,\.:Iii:. c...~n D N Iii .' . . ;il , I F G:.. E... ~ :, .1: :!. /V! , /A :i ; I ~ ! I ,I ;:, RAlbN &AS ,I " ~ '"\.. ::: 6.. CJ b ~1' F-~r; I ;!1 ,ij i: I -1lf)I\J s po,L -fA 1-( 0 N Ii! ,.j I.' . ! I , I Il, I tNl fi-K--r F G: 12. s , . Iii ,', , , tJ If) ". l'j j : i i.J ::i-U;--[()-L ~c 2->, q 10 :'i _/ " Ii; I, ; '" ..' APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT 'i' h 1'iJ38 -9 j/ r{~3( OWNER'S NAliE fv14S-K 5,-,c OA-k. 5 PHONE OWNER'S ADDRESS JOB ADDRESS-5 <f-y L( L~ \Jflf L- \/ -4u If'y 8L-f/O !-Dr ~l LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL 1. D. , .:l Z~ - ~ - 0 Q.3lJ - otJ~l'JO - /;// (OBT~IN WORK PROPOSED:____New Construction ____Addition ----Alteration FROH PROPERTY TAX NOTICE) ____Repair ____Install ____Sign ~ove ____DeJDolish PROPOSED USE: ____Single Family ____H/F ____, of Units ____H/H ~r ____COlIlIIIercial ____Indus t . ____Swim. Pool ____Restaurant & Health Department Approval DESCRIPTION OF WORK: ('lJflP[)fLr, u - (L-(9e;.-\ {)Y2..1 V l.! w.4 '" / BUILDING SIZE: A--. Square Feet, Height RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED _BUILDING $ 5-300. .00 Valuation of Total Construction ____ELECfRICAL AMP Service Florida Power Corp. _hl.R.E.C. _MECHANICAL $ Valuation of Mechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: ____Block. _Fraae ____Steel fJ.vVn1 (Alt/fV\ Other FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO ****************************************** Signature CONTRACTOR SECTION COHPAN'lJJr.J-f (!fftlJfir/l:.UCr,o,v ~ Cf~ p.., State Cert. or Regist. 1i U$C.O S 7 "L City License Registration # ~ ****************************************** BUILDER ELECTRICIAN COMPANY State Cert. or Regist. ~ City License Registration # ****************************************** SiRnature PLUMBER COMPANY State Cert. or Regist. Q City License Registration # ****************************************** Signature I1.E GH.AN I CAL COMPANY State Cert. or Regist. # City License Registration ~ ****.**...*****.**.*******************.... Signa ture QTIW.? COMPANY State Cert. or Regist. # City License Registration # .....*....**.*...************************* Signature APPLICATION APPROVED BY PE.RMIT OFFICER. ., CONDITIONS OF PEI~IT AFFIDAVIT n. NOTICE OF DEED RESTRICTIONS The und~rsigned understands that this per.it .ilY be subject to "deed ret;trictions" If/dch .ay be aQre restrictive than City regulatIons. The undersigned asslI.Ies responsibility Cor cu.pliance wilh any applicable deed restrictions. B. UNLICENSEIJ CONTfU\CTOHS AND CONTHJ\C'l'OH RESPONSIBILI'I'IES If the owner has hired a contractor or contractors to undertake work, they .ay be required to be licensed in accordance with s~ate and local regulations. If the contractor is not Jicensetl as required by law, l>uth the owner and contractor .ay be cIted for a aisdeaeanor viulatiun under state law. IC the uwner or intended contractor are uncertain as to what licensing require.lents lay apply (or the intended wurk, they are advised tu contact the City uC Zephyrbills Building DepartJIent (813) 788-6611. ' Furth'enore, if the owner has hired a cuntractor or cuntractors, he is advisetl to have the contractor(s) sign portions of the "Contractor Sections" of this applicatiun Cor which they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that .ay be an indication that he is not properly licensed and Is not entitled to perlitting privileges in the City of Zephyrhills. C. TRANSPOH'J'A'J'ION IMPACT FEES A_ND UTILITY CONNECTION FEES u . ~ONS1'nU_~~U_Qii_~l-.-.~!i L1\W (CllJ\P'1'EH '113, FLOHI VJ\ STJ\TUTES, AS AMENDED) I certify that 1, the applicant, have been provided with a copy oC "Plurida's Construction Lien Law - HOleowoer's Protectioo Guide" prepared by the Florida Departaent uC Agriculture and ConsUler A([airs. If the applicant is sOleone other than the 'owner", I certify that 1 have obtained a copy uC the above described ducu.ant and prulise in good Caith to deliver it to the "owner" prior tv COllenceaent. E. ~ONTnl\c-.:!'OH I ~LQ_y!NE~~S AFfI12AV 1'1' I certify that all the inCoraation in this applicatiull is accurate and that ail work will be dune in compliance with all applicable laws regulating CUJlstructiun, zoning, and land develop.ent. I Appl ication is llereby aade to ubtain a perait to do work and installation as indicated. I certify lhat no worl or installation has coamenced prior to issuance of a per.it and that all work will be perfor.ed to leet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations oC other governaental agencies lay apply to the intended Mork, and that it is .Y responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not li.ited to: t Deparllent of EnvirollAental Regulation - Cypress Bayheads, Wetland Areas and EnvironaentaIIy Sensitive Lands, Water/Wastewater Treatlent t South~est Plorida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways t Deparllent of Health & Rehabilitative Services, Environaental Health Unit - Wells, WastaMater TreaLaent, Septic Tanks t US Enviro~ental Protec~i.2~~gency - Asbestus alJate.lent I also certify that, if fill .ateriaI is to be used in Plood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a "coapensating volUle" wili be sub.itted which is prepared by a proCessional engineer registered in the State of Florida prior to perait issuance. A per.it issued shall be construed to be a license to proceed with the Mork and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issu~nce of a per.it prevent the Building Official frDl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall becOle invalid unless the work authorized by such per.it is cOllenced ~ithin six .onths of issuance, or if work authori!ed by the per.it is suspended or abandoned for a period of six IOnths after the tile the ~ork is cOllenced. One 90 day eltension of tLae, aay be allowed for the per.it with fee charge of $15.00. The extension shall be requested in ~riting to the Building Official. An approved inspection lust be logged during each six IOnth period, or the project ~ill be considered abandoned. WARNIHG TO OWNER: YOUR FAILURE TO RECORD A HOTICE OF COMMENCEMBNT KAY RESULT IN YOUR PAYING TWICE FOR IHPROVKKEHTS TO YOUR PROPERTY. IP YOU INTEND TO OBTAIN PINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COKMEHCEHENT, JOBS UNDER $2,500 IH VALUE UO HOT HEED TO RECORD AHD POST A "HOTICE OF COKMEHCEHEHT". _d1 _-:~ ~ SIGHAT~WHER OR AGEHT ~~ SIGNA UR. CONTRACTOR STATE OF FLORIDA P ~ c COUHTY OF _ fT veb The foregoing instrument was aC91wledged before me this ~ "3 I , 19 by P &(l.S DN,4tA...t <( f0v IJ vJ tJ who is personally known to me or who has produced as identification and who did/did not take~~~th. Il~ &~ (Sig i!;'lW2e -IJ. 4SfJu, (Name Typed, Printed or Stamped) NOT^RY PUBLIC STATE OF FLORIDA ()_ J COUHTY OP ~'-O The foregoing instrument was a;;~lOwledged before me 1I1islJu:, '3 t , 19~ by P/~J2.5D,vA(..~~t>v./ ,.J who is personally known to me or who has produced as identification and who did/did not tak~tll//.. cM..uP ( S i:p;:J:;F ~ftS(J~L (Name Typeu, Prinlell or Stamped) NOT^RY PUBLIC #'~, Bruce A Asbel *W *Mv Commissioo CC748877 '''''~ Expires June 22,2002 #'~" Bruce A Asbel *W' *Mv Commission CC7488n ,....~ Expires June 22. 2002 , . ST/\TE: C'~ C (, L1 t't 'f"/' :.l~ A :_E ;.-';;0 i,.,V 1111111111111111111111 11/11111111111111111111I1111 gB 1 08586 TRUf,\<--, '.:,_;.,; OH UF PUBL:{: !:~:~.~ HArD M;>) &:: :(;:)1 '.~:;;I i; :..~ . '~, ~('-IfI~.' --';,"tlf'~-' DiY OF ~___1.)_ JED Pl'iTM . N, elmK Of CIRCUIT COURT ~ D.C, Rcpt: 266718 DS: 0.00 09/04/138 Rec: IT: 6.00 0.00 Datv Clerk BY . " JED PITTMAN, PASCO COUNTY CLERK Og/04/gB 03:3BpI 1 of 1 OR BK 4001 PG 1358 S~ate (): 1J-D(L10f' NOTICE OP COMMENCE~NT County 0:: --PASco -;OUR lINf)l~flSIGNCD hereby gives notice that improvement w.1.11 be ~1i!cJe '_0 C2r~':;.1.n r8;)1 pr"Jperty, and in accordance .with ,Chapter 713/ Flc,rida S~,,~Gtes, cf'.e [01101o.,t'1CJ inforl:1ation is provided 1n th1B Notice or CO[T'./ncflcrIfC:iI: Dc.;cnption of Property: Parcel No.1tf~1fo-'Z-I-~ - Qg....J~ - '-1-( J- It J.)lifk \J P. L{" p '( (3 L. " rJ J.. 0;- ij-.1i IL~g~l descr~pt~on of the property and street ;)ddrcss t! av~_:ab_c Ce c'ral Descnptlon of Improvement ---';JLVAtI.A/JM Pfl ['kAc;.~ 2 , 3. Ol-iN Information: Name IJJA:YE'>71~ 6A/C..f !.clress ~D'f CO II City 2efI-J'fJL H'l.l.S' ~; :- ~ -? /= c.. . 335 1Cf .l,.',erest in Pr()perty: t;,:l1e of fee Simple Titleholder: (If other th~n owner) l,c:Jress City ~: :. .~. ',. '~ .~~j ~ ~~ CO:1t"actor: N.Jme'"$C 1/ CoA/Srfl-uC.ttoN 01= CFI!!..rrt!!L~~~_ r'lL~ress //YtJr >6Dl=Jn~ S,. City Btc4:s", LL,c ~) : ,2 t ~ F<- f ~I./-&Il{ 5, SlJ:cty: N.Jlne ,\d;:ress City ~; :. ,~ ~ ,~ A.e"un t of Bond: S 6, Le::de": Name /\d,.!:"c S 5 City C.. t'".... 7. P e : SO;1 s Wit h i nth eSt ate 0 f F lor i d a nO'lces or other documents may be 7;;_lJ(1)(a)(7), Florida Statutes: deSignated by Ch:lcr ..:pon '.-::-:C;1'. S (> r- \' e d i) S P r- c v i c.i C C :J .' S e c ._ ~ c n tJ,~;'.e r.d::re,,~ City ~~I-~:L';: 8, In addItion to himself, Owner designates C: to recei..'e a :: :.: 0: ~::e L"eno".s Notice as prov1ded ~n Sect~on 713.1J(1)(b), F'lo:'"L:.: "ta~,,:,-,s, ~. r""i:-tltJJ)n dl"lt.e oC Notice oC COJllmencement (the explrilt10n C:;'._'-' 1:3: :-e,," f""Jm tne uiJte uf recording unless a different date ~s spcci~~ed, I s'~.:)" n tc ar~d l'j C/t t~ct...)ry ~"L::..c: !3Ail ill ~ .,,'6"" Bruce A Asbel * if *14\1 l'.nmmi.1Oinn CC7.8677 --."...,,.~ Expires June 22,2002 r'~~, ': 0 rT1 .!1 ~ :~ ~ j 1 C n E x p 1 reS : [< '(0/ r >[ / It --t- It ' .' .~ ~ , '~ ~ JtJ 7 1Yl/.'b,l.6 I{fo'i11e- ~~~ \ ~ .t. ~ '<l.) ~ 0-.. ~ ~~ ~~ )G , ~ ~ ~ \J "\" " ~ ~<J ~ '-, },~ ~ ~ ~ .~~ 1- ~ / ~ , '-.l 7) ~IJ.J~ R \i, ~ ~ .~ ~ ).-.......~ \J () '~ -fr l() ~ 7;// ~~~~ I\JR. :2 .. ~ '.J ';).... ~ \l ~$)~ ~IU~ '-.~ ~ ~11) .- '''\ ~ <.X ~ \ ,~ \lj !~ .~ ,'\j ~ V) I k.. '(, ~~~~ \;;)~0\ ~\\.l.J~ '- ~ 1:\. 'v) ~ ~~~ .~~,.~ m ~ ~ " "" '\ k.. ~ -{ 'V ~ ~ ~ ~' \l ~~ ~~~ ~).... ~ . '\: (\lJ~ ~ \G ~ 'i:. ' "\ ;29 1< / 10 [oT 'II 'e fF f1) r1 / c5-; / /- J <......- 0 tltK..5 ~ I~ ~ ~ '0 ~ I" ~ ~-; ~ ~ k ~ ~ \J M. ~ '\J "'- ~ , ~ ~ ? ;~ ~Vj ~ ~ ,-\ \--- ~ '- .$ "~ '" t-..... K 0-.... \J i o """ VJ 1'1\ 'v\ Q v-... ':.:.~ '\-. ~\~ ~ <~ II.:. "':\'^' r-'~ --j ~ .() ~ \J l--U ~ , ~ h.... ~ ,,' .'^-." ~ ~~h::'P Q { .'0 <"'\ 'il -lJ,,, ~ ''^- '" ~"~ ~~. "" -D ,)-... ,~ :, \.;j "\ . (j \{) '" '''\'''1. . ~ ~ - (\ -< l \.) ""-.) ~K ~ I\J '- ~~ 'A, Q ~ ., ~ ',,,", ~!(j 3~ ~ ""\ ,V', ~ ~ ~ ~ " ~ '\~ \ \ 't ,~ .)-.. 'it ~>< ~"" ~~~ .~ IlJ ~ :J '~'1... ~()O "'--.l \~ k t--- ? '<J ~ ~'"" 'v -2 - ~ "\\ ~.~.~ ~ \J"" " It.; '< ''^I ~ '<j,,- " ~ I ~,'" ~ ,\J 'l..J \/" :Z~ 'v ...0 ~ ~'~ "'.~ :"\ '~ <:J ~: I" I ~ V\ '</'\ ""~ ~ '::)...I.J.J ~ .~~ \<..J ~ "1\~ '~ " ZJ "- .~ \) '~ '~ r--...... ~ -, t<J ~ ~ ~ h.-.. ."\ ~ ~ '~ ~ . '\J ::- '" \ "- ~ I........ "- ~ -^'::: ~ \J ''-.I' ~ ~ Ii..) ~ 'J...... "t '\/\. (' ^-. ~ :z c:.... ~ \L \ -lJ "'t \...J \-<.) \lJ {3::~1>) )',\J \::t,'-.. '-'\ ~ 0K 'A.. \J 7i :'-. \u V) , ~ V\ ~ ~ ~ ~ \~ ~ ~ \v -.1 , <:tv) \. ,~ ~ ~ ~~ ~ 1...__ l \:) -~~CA \--::::. '--.J~ I,.J ,<) ''^-, ~ 6' ~ ~'~ \lj ~ ~ IlJ ..:~ V) ~' ~ '-.. , .-'^' ~ ~ ~ ,,,^, ~ , ~ X "I ~ -1 ~.~~ '~ "' .'J ~ \j r 11J ~ '''-.J . ---.j Q:: ~ '\:i I, ,'1 .'7--- ---- . VJ .~~ "- ~':-6 ~.~ ~ \~ ~ ~.K .~' ~ \- ,~ ~}J '< "t -"'. ~ ~~ l{j ~ <::( ~ ~ '~ ~o......~ ~~~ "- " r--~ -1 J ~ ......... 1 ~ ~;:~ r-~-1 ~ ~ ~ I ~~ r- ~ r- =~ -1 J ~ --- ~~~~ ~ <;t \-- ~ :::.~ ~, ~ ~ .~ t: ~ <:) ~ \..J ~"J ~ -'-S) , '\:) .............~ 0- --::j \j!'-J ''-' ~ V) "":l' \___ 'v") ..~ ; 'VJ "- ~ ' ,~ ~~ ~~ SECTION 2 A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS ~ ~ - SEE CONNECTION DETAILS ~- PAN OR COMPOSITE ROOF PANEL SEE SECTION 7 TOP PLATE PoT. OR WITH VAPOR BARRIER AT ALUMINUM ROOF SEE CONNECTION DETAILS 2' x 4' LUMBER TOP PLATE @ ROOF 2' x 2' ALUMINUM OR 2' x 4' LUMBER #2 SP,F. (Mti) SHEA THNG: 7/16' O.S.B. OR V2' PL YWOOO WITH STUDS 24' ON CENTER OR LJ.J oJ al o ~ Cl ;ii: f- 22 x LJ.J I : II ~_--1l I I ,I II IlL .----- LJ.J ~ o r 12' x PAN (SEE TABLE) USE W ~ , TO SELECT PAN FOR REQUIRED SPAN al o ~ ~ J;' W 1 V ARIES C/) ~ FOR FRONT BEAM USE L . W / 2+0VERHANG ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 1/4" x 3 1/4" TAPCONS @ 16" OC FOR MASONR; #16d COMMON @ 16" O.C. OR #10 x 3 '/," FOR WOOD. AND #10 x 2 ,/,'. SMS FOR 1" x 2" ALUMINUMI #10 x 3 ,/, SMS FOR 2" x 2" ALUMINUM. ALUMINUM POST AND BEAM ------ ~ SHEA THNG: 7/16' O,S.B, OR V2' PL YWOOO WITH STUDS 24' ON CENTER OR STRUCTURAL GRADE THERMAL PL Y WITH STUDS AT 16' ON CENTER 2' x 4" PRESSURE TREATED PLATE WITH 3/8" x 4-1/2' CONCRETE ANCHORS AT 4'- O' ON CENTER SEE SLAB DET ALS UTILITY SHED AND CARPORT WALL SECTION 1. ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2" S.MS. WI WASHER. 2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2" SM.S. WI WASHER. 3, ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4' x 3' CONCRETE ANCHORS, 4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4' S.S. BOLT. 5. ANCHOR SHEETING AS FOLLOWS: A. PLYWOOD #8d COMMON @ 6' O.C. EDGES AND 12" O,C, FIELD. B. STRUCTURAL GRADE THERMAL PLY PER MANUFACTURER'S RECOMMENDATIONS OR #6 x 1 1/4' DECK SCREWS @ 6" O,C, EDGES AND 12' O,C, FELD AS A MINIMUM Lawrence E. Bennett, P.E. OVL ENGIEER - DEVELOPMENT CONSI.LTANT P.O_ BOX .366, SOUTH DAYTONA. Fl 32121 TELB>HClI'E (ll().o4) 787-.n. FAX (ll().o4) 787-8556 SEAL PAGE 50 @ COPYRIGHT 1996 NOT TO BE REPRODUCED N WHOlE OA N PART WITHOUT TH: WRITTEN PERMSSlON OF LAWRENCl: E. BaH:TT, PE A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS. SECTION 2 't" IS THICKNESS OF REQUIRED POST I :.,. N" L N ~ ~ ~ TOP OF GRADE 3" x 3" POST SEE TABLE --------- (2) 2" x 2" x "r' ANGLE OR (1) U CHANEL x 'r' 3/8" x 3- V2" BOL T 80 LA 2500 PSI CONCRETE PRE-~ . . 3" x 3" BASE 1 16" ',' 1 ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION r o L ~> I IV J<--. L ----J, POST IN CONatETE U BAR 12" LONG POLflED CONCRETE N ~ , N 3" x 3" POST "T\..m BOL TED TO ANCHOR RISER 2-3/4" x 2-314" x 2-V2" LONG x V8" ~ WB.DED COtH:CnoN REFER TO TABLE 2 . 4 FASTEN PER TABLE 2 , 5 12" x 12" x V4" PLATE 3-V2" CONe. SI...AB ISOLA TED FOOTING BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION TYPE I FLA T SLOPE / NO FOOTm o - 2" I 12' 2"-0" MIN. N BEFORE SLOPE ~ f l' c:, ~ TYPE II MODER!. TE SLOPE FoornG 2"/12" - 1'-10" TYPE I " STEEP SLOPE FOOTING ) 1-10" NOTES: t NO FOOTING REQUIRED EXCEPT WI-EN ADDRESSING EROSION EXCEPT FOR EXISTING SLAB WITHOUT REN=ORce.t:NT. 1l-EN TRBUTARY ROOF AREA LMTED BY TABLE 2 , 4 2. MONOUTHC SLABS OR FOOTINGS SHALL BE MN. 2,500 PSI CONatETE WITH 6x6-1Ox1O WELDED WRE ~SH OR FBER t.ESH MAYBE USED IN LEU OF t.ESH. 3, F LOCAL BUlDING CODES REOURES A ~ FOOTING USE TYPE I FOOTING OR FOOTNG SECTION RE~ BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB DETAILS ADDRESSING EROSION Lawrence E. Bennett, P.E. aVL ENGH:ER - 0EVa0PfENT COHSU. T ANT P,O, BOX 4368, SCll1Tli DAYTONA, F1.. 32121 TEI.EPHCltE (llQ.4) 787-I,T71, FAX (llQ.4) 787-8556 SEAl.. @ COPYRIGHT 1998 NOT TO BE REPAOOl.K:EO N WHOLE OR N PART WffiiOlIT THO WRITTEN PEfMSSION OF LAWRENCE E. BENErT, P.E. PAGE 53 SECTION 2 A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS INTERNAL OR EXTERNAL RECEIVING CHANNEL . . . 2" x 2. x 0.063' ANGLES INTERNAL OR EXTERNAL ANGLE CLIPS ALLt.flJM TUBE COI..l.t.fIl EXTRUDED ALUMNJM BASE OR BREAK FORMED U-CUP CORROSION RESISTIVE STEEL TtRU BOI.. T PER SCI--EDULE CONCRETE ANCHORS PER SCH:DlLE CONCRETE SLAB OR FOOTNG TUBE COLUMN BASE SCHEMA TIC INTERNAL BASE NOTE: ATTACHMENT DET ALS SHOWN REQUIRE DIAGONAl BRACNG FOR FREE-STAN:>NG COVERS Lawrence E. Bennett, P.E. avL EHG#EER - OEVaOPAENT CONSlL T ANT P,O, BOX 4368, SOU1li DAYTONA, FL 32121 TEI...EPHClN: (9Q.4) 767-4n4 FAX (9Q.4) 767-6566 SEAL PAGE 54 @ COPYRIGHT 1998 NOT TO BE REPROOUCEO N WHOLE OR N PART WTTHOVT Tl-E WRITTEN PERMSSION OF LAWRENCE E. BaH:TT, PE. SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS i ROOF PANEL SEE SECTION 7 > ANCHOR PER DET AL FOR PAN OR COt.POSITE PANEL SEE TABLE 2 . 3 FOR I'I...t.eER OF BOLTS AND SIZE OF POST BEAM Mt> POST SIZES SEE TABLE 2 . 1 , 1, TABLE 2 , 1 . 2 At-D/OR TABLE 2 . 2 , 1, TABLE 2 . 2 . 2 COLUMN NOTCt-ED TO SlAT SIDE NOTCH POST TO - BEAM CONNECTION ~ > ROOF PANEL SEE SECTION 7 ANCHOR PER DETAL FOR PAN OR COt.POSITE PAfoa. SEE TABLE 2 . 3 FOR t-U.'BER OF BOLTS AND SIZE OF POST BEAM Mt> POST SIZES SEE TABLE 2 . 1 . 1, TABLE 2 . 1 , 2 Mt>/OR TABLE 2 , 2 . 1, TABLE 2 . 2 . 2 COLUMN NOTCt-ED TO SlIT Lawrence E. Bennett, P.E. avL ENO#EER - 0E\IEl.0PI.EHT COHSU. T ANT P.O. BOX 4388, 80Ulli DAYTONA. FL 32121 Ta.EPHOIE (~) 787-4n4 FAX (~) 787-~ SEAL PAGE 56 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOlE OR N PART WITHOUT TIE WRITTEN PERt.ISSION OF LAWRENCE E. 1lENETT, P-E. ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2,1,1: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 Hi Wind Zone = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH Applied Load = 17# I Sq. Ft 20# I Sq. Fl 23# / Sq. Fl I 26# / Sq. Fl I 32# I Sq. Ft Load Width 2" x 3" x 0.050" Hollow 11lt 5' 9'.9" . 9 '.{) " 8'-5" 7'.11 " 7'.1.' 6' 8'-11" 8'.3" 7'~" 7'-2" 6'.0" 7' 8'.3" 7' . 7" 7'.1 " 6'~" 6'-{)'. 8' 7'.9" / 7'.1 " 6'~" 6'.3" S'~" 9' 7'.3" I 6'~" 6'.3" 5'.11" 5'-4" 1 0' 6'.11" 6'-4" 5'.11" 5'.7" 5'-{)" 11' 6'.7" 6'.1" S'~" 5'-4" 4.10'. 12' 6'-4" 5'.10".- 5'.5" 5'.1" 4..T" Load Width 2" x 3" x 0.050 Hollow 5' 11'.1" 10'.3" 9'-T" 8'.11 " 8..1.. 6' 10'.2" 9'-4" 8'.9" 8'.2" 7'-5" 7' g'.S" 8'.8" 8'.1 " 7'.7" 6'-10" 8' 8'.9" 8'.1 " 7'.7" 7'.1" 6'.5" 9' 8'.3" 7'~" 7'.1" 6'~" 6'-{)" 10' 7'.10" 7'.3" 6'.9" 6'-4" 5'.9.. 11' 7'.0" 6'.11" 6'.5" 6'.1" 5'.0" 6'-2" 5'.10" 5 ' -3"' 10'.0" 9'.11" 8.11.. - 11..2.. 10'-4" -- 9.-{)" 8'.2.' 1 0'-4" 9'.7" 8'-4" 7'.T" 9'.8" 8'.11 " 7'.10" 7'.1.. 9' 9'.2" 8'.5" 7'.10" 7'.5" 6'~.' 10' 8'~" 7'.11 " 7'.5" 7'-{)" 6'-4" 11' 8'.3" 7'.7" 7'.1 " 6'~" 6'-{)" 12' 7'.11" 7'.3" 6'.10" 6'.5" 5'.9" Load Width 2" x 4" x 0.050" Hollow S' 13'.9" 12'~" 11'.10" 11'.1" 1 O.-{).. 6' 12'-T" 11'.7" 10'.9.' 10'.2" 9..2. 7. 11'.7" 10'.8" g'.11" g..S" 8..0.. 8' 1 0'.10" 10'-{)" g'-4" 8..9" 7..11.. 9. 1 0'.3" g'.s" 8'.10"' 8'.3'. 7..0.. 1 0' 9'.9" 8'.11" 8'-4" 7'.10" 7'.1.. 11' 9'.3" 8'.0" 7'.11" 7'.0" 6'.9" 12' 8'.10" 8'.2" 7'~" 7'.2" 6'.0'. Load Width 2" x 4" x 0.038" x 0_100" Self Mating Beam 5' 14..0" 13'-4" 12'.0" 11'.9" 10.-r 6. 13'.3" 12'.2" 11'-4" 10'~" g'~'. 7' 12'-3" 11'.3" 10'.0" 9'.11" 8'.11" 8' l1'-:l' 10'-r 9'.10" 9'.3" 8'-4'. g' 1 U.1U 9'.11" 9'.3" 8'.9'. 7.10'. 10' 10'.3" g'.S" 8'.10" 8'.3" 7..0.' 11' 9'.9" 9'-{)" 8'.5" 7'.11" 7' -1.. 12' 9'-4" 8'.7" 8'.1" 7' .7" 6..10'. Example: For 2.. x 4" x 0038" x 0 100" Self.Mating Beam; Beam span between uprights use load Width to enter table For 12' Roof Panel + 2' Overt1ang; Load I/vIdth = LW = 12' / 2 + 2' 0 H. = 8' . Enter table on left at 8. read allowable span under required load. Thusfor 100 M PH Wind load/live load or 17 #/Sq Ft and Load I/vIdth = 8..0.. Maximum BeamSpanfor2""x4..x0038'.x0100.'= ~ 11'-5" l Spans do not Include length of mee brace Add honzontalleng h Of mee brace to above spans for total beam spa n 5 Lawrence E. Bennett, P.E. ctYL ENGIoEER - DEYELOPt.ENT CONSU. T ANT P.Q, BOX ~ soom DA YTONA, Fl 32121 TELB>HQI.E (904) 767-.n. FAX (904) 767.6556 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED .... WHOLE OR IN PART WITHOUT Tl-E WRITTEN PERJ.ISSION OF LAWRENCE E. BeN:TT, P.E. PAGE 59 SEAL PAGE SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.2.1: Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS - ~ _. --~-_.._--_._--~---_._-~- -- -- ---'---'-"- __________ Aluminum Post ---- ___~ind L~a~:=__d______I_102 MPH 110 MPH I 120 MPH 1 125_fu.pE -. 140 MPH ______~~Lo~E__==________~7 #/5 . Ft. 20 #/5 . Ft. 23 #1~J:!:__!~_#/~q, Ft. ~2 #/5q. Ft. Maximu"! __ __m~owable Roo!.Area in 5~~~_f~e! f~r Various Loads on Post Height Lo~d In L_bs ~_~" x 2" x 0.044" Hollow Extrusj~~or 7'-4" 2,064 121 103 90 8'-7"(548-- .. -91-------.-,:77-- + - 67 9'.10" 1;204 -71-- ----- -60-- - -- 52 11'.1" 903 53 ----. -45 39 .---- -..-- ------~--._._. --.-----..--.. --.-.-- - ~ight _ LC?~d in ~!>.!' 2"~~~O.Q~O" HoU~\rV Extrusi~n or 8'.2" 2,7~6_1~L_ 13.? 119 105 86 9'-6" 2,502 147 125 109 96 78 10'.11" 1,596 n9-4----------_~Q ~~ 61 50 12'.3" 1,197 70 60 52 46 37 .-----'it~~t---~ l:o;~]~/bif~~.; ~~~-x--O.0~O-.-.-H10i~ow Ex~r~~!~~i-Alurriinu~~~IOl' 6063 T-1607 -----9;:6;,--------2:556----+- -150----1---128--T 111 98 80 10':11" - 1:98S-m -- -11T--'--- 99 - f 86 '76 62 12;~.t~_ -;~ 1~491----+==-88- 1---75 -=-i~=~]5___ ~_n _ 57 47 _ ti!ll9..h_t__=:t..boac!Jn Lb~~" x 3" x 0.040" Roll Formed 0 AIUm~~I.5?Y ~1()~_1j~14 ~~~~~:: -----~:t~----~----~6~ --F ~~!L ---!-=;~---+- .- ~.~ -- : 13'~" - - -(389 -.-----82-----1'----69 --nut ---60 . 53 15~~0"- 1~042-H-'-----61--T---52----+ - -45- - 40 --- _u____ ____ __________~_ _____________..1 _ __ _ __ , _Hei9~t .!_o~dln__!_!>~ +1'~~':'~ 0.Or60:"B.OII FO~!!!;~ _0 ~llJminum AII~y 3105 H.14 11'-0" 3,600. 212 180 I 157 138 . ------ --.-t- . ----..----..~----... .__._-~ --.-t- . 12'-10" 2,700 159' 135 . 117 104 14'-8"-2~f66 ,- -12-4----~- 1b5---~ 91 81 16'-6" 1,57 79 68 61 79 60 46 35 65 48 38 28 74 56 43 33 15'.10" 17'-10" 86 65 Example: Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W': A = S x (W/2 + O.H.); If'S' = 7', W = 12', and O_H. = 2' then: 'Area' = 56 Sq. Ft. For a 10'.11" post and 120 m_p.h. wind load or 23 # / Sq. Ft. post choices are: 1) 2" x 3" x 0_044" Hollow Extrusion 2) All post sizes listed below the 2" x 3" x 0.044" Hollow Section Note: Where job conditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed COULD NOT BE used because when it is more than 10' tall it can only support 39 SF of roof. On the other hand, a 3" x 3" Fluted Post with a post height of 10'.7" can support an area of 128 square feet of area. Thus, design must satisfy both height and area requirements. Lawrence E. Bennett, P.E. aYI. ENa#EER . OEVa.OAEHT CON3U. TANr P.O. BOX 4368, SOU'T1-t DAYTONA, FL 32121 T8...EPHOfoE (9<).4) 767.4 n 4 FAX (9<).4) 767-e55e 62 @ COPYRIGHT 1998 NOT TO BE REPRODUCED tl WHOLE OR tl PART WTTliOUT TIt: WRITTEN PERMSSION Of LAWRENCE E. BEI'H:TT, PE. SECTION 2 A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS Table 2,3: Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-6 2" x 4" x 0.038" x 0,100" Self Matin Beam 2" x 6" x 0,050" x 0.120" Self Mating Beam 2" x 7" x 0.055" x 0.120" Self Matin Beam 2" x 8" x 0,072" x 0,224" Self Matin Beam i 2" x 9" x 0.072" x 0.224" Self Matin Beam 2" x 9" x 0.082" x 0.306" Self Matin Beam 3"x 3"x 0.060" Scalloped 3" x 3" x 0.093" .~" x 3" x 0,093" 3" x 3" x 0,125" 3" x 3" x 0.125" 2 3 3 4 4 2 2 3 3 Table 2.4: Footings - Maximum Roof kea for Carport Posts Wind Zone = A lied Load = Existing Slab on Grade with unknown reinforcement 20 17 15 13 10 Isolated Footing Dimensions" 1 '-0" x 1 '-0" x 1 '-0" 1'-4" x 1'-4" x 1'-4" , l' -6" x l' -6" x l' -6 " 1 '-8" x 1 '-8" x 2'-0" 1 ' -8" x l' -8" x 2' -6 " 2' -0" x 2'-0" x 2'-0" 2'-0" x 2'-0" x 2'-6" 2'-6" x 2'-6" x 2'-6" 2'-6" x 2'-6" x 3'-0" Maximum Attributable Roof Area in S uare Feet 30 26 22 20 16 59 50 43 38 31 77 66 57 51 41 120 102 89 78 64 150 127 111 98 80 155 132 115 102 83 194 165 143 127 103 270 230 200 177 144 324 276 240 212 172 "Notes: Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth)_ Slab on grade m us t be new or in good condition. Pre-Cast Block Footing Pre-cast footing block ( 16" x 16" x 4") at 24" below grade with 80 # bag pre-mix concrete and backfilled to rade. Dimensions Maximum Attributable Roof Area in Square Feet I 1'-4" x 1'-4" x 2'-4" 102 87 76 67 54 Lawrence E. Bennett, P.E. CtYl. ENQIoEER - DE\lELOPfENT CCiNSU. T ANT P.o. BOX 4368, SOUTH DAYTONA, FL 32121 TEI...EPl-tOtf: (904) 767- 4 n 4 FAX (904) 767-6666 SEAL PAGE 64 @ COPYRIGHT 1998 NOT TO BE REPROOllCED N WHOlE OR N PART WITHOlJT TIE WRITTEN PEflt.tSSION OF LAWRENCE E. BeH:TT, PE SOLID ROOF PANEL PRODUCTS SECTION 7 ~~ EXlSTt>JG TRUSS OR RAFTER SEALANT I-EADER (SEE NOTE BELOW) #8 x 9/16" SMS. (3) PER PAN AN> (1) AT RISER #10 x 1- V2" SMS. (1) PER RAFTER OR TRUSS TAL ROOF PANEL #10 x 3/4" SMS. AT 12" ON CENTER #8 x 9/16" SMS. (3) PER PAN A/ID (1) AT RISER ALTERNATE COt-.NECTION: #8 x 1-V4" SCREWS (3) PER PAN mo FASCIA TIflOUGH PAN BOXED E/ID EXlSTt>JG FASCIA - - - - ~' ~ 1 , HEADER (SEE NOTE BELOW) #8 x 9/16" SMS. (3) PER PAN A/ID (1) PER RISER FOR MASONRY USE V4" x 1-V4" TAP-CON ANQiOR OR EQUAL AT 24" ON CENTER FOR WOOD USE #10 x 1- V2" SMS. OR WOOD SCREWS AT 12" ON CENTER ROOF PANEL #8 x 9/16" SMS. (3) PER PAN AND (1) PER RISER EXISTING HOST STRUCTlRE: WOOD FRAME, MASC>>.RY OR OnER CONSTRUCTION NOTES: ROOF PMELS SHALL BE ATTACI-ED TO THE HEADER WITH (3) EACH #8 x V2" LONG CORROSION RESISTANT Sl-EET METAL SCREWS WITH V2" WASl-EAS. ALL SCREW t-EADS SHALL BE CAu..KED OR SHALL HAVE NE()PRE1>E GASKET BETWEEN Tt-E WASI-EA A/ID Tt-E PAN. PAN ReS SHALL RECEIVE (1) EACH #8 x V2" SCREW EACH. Tl-E PANS MAY BE ANCHORED TIflOUGH BOXED PAN WITH (3) EACH #8 x l' OF Tl-E ABOVE SCREW TYPES A/ID THE ABOVE SPECFED RIB SCREW. Lawrence E. Bennett, P.E. CtVL ENGI'EER - DE\IE1.OPfENT CONSU.. TANT P.O. BOX 4368, SOVTli DAYTONA, FL 32121 lBB'I-tOI'E (9Q.4) 787-4n4 FAX (9Q.4) 787-8556 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOU: OR N PART WTTHOUT nt:: WRITTEN PERt.ISSKlN OF LAWRENa: E. BENErT, P.E. SEAL PAGE 113 SOLID ROOF PANEL PRODUCTS SECTION 7 \ ; = :=o-~ 1- ~ ~~ #8 x 9/16. SMS. (3) PER PAN -!J AND (1) AT PAN RISER #8 x 9/16. SMS. (3) PER PAN ALONG PAN BOTTOM HEADERS AND PMELS ON BOTH SDES OF BEAM FOR GABLED APPl..ICA noN SEALANT PAN l-EADER (BREAK-FORMED OR EXTRUDED) #8 x 9/16. SMS. (3) PER PAN A/ID (1) AT PAN RISER RIDGE CAP PAN OR COMPOSITE ROOF PANEL AL TERNA TE CONNECTION: #8 x 1-V4. SCREWS (3) PER PAN NTO BEAM TIflOUGH BOXED E/ID OF PAN AND HEADER FOR COMPOSITE ROOFS: #10 x (t + V2") SMS. WITH 1-V4. DIAMETER fEtoVER WASHERS @ 12. O.C. \ (LENGTH. PANEL THICKNESS + 1.) AT . ROOF BEARING ElEMENT (SHOWN) AND 24. O.C. AT NON-BEARNG ELEMENT (SDE WALLS) ~ FOR PAN ROOFS: (3) EACH #8 x 1/2. LONG SM.S. PER 12" PANEL NOTE: WHEN FASTENNG PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MNMJM EMBEDMENT OF r ROOF PANEL (DESIGN PER TABLES) SECTION 7 SUPPORTJIlG BEAM (PER TABLES) Lawrence E. Bennett, P.E. CtVl. ENG#EER - DE\IE1.OPfENT CONSU... T ANT P.O. BOX 4368, 800m DAYTONA, FL 32121 lBB'I-tOI'E (9Q.4) 787-4n4 FAX (9Q.4) 787-8558 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOU: OR N PART WTTHOUT nt:: WRITTEN PERI.ISSlON OF LAWRENa: E. BENErT, P.E. PAGE 117 SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7,1,2: Allowable Spans for Industry Standard Riser Panels for Various loads Aluminum Alloy 3105 H,14 or H,25 I 3" x 12" x 0,019" Rlu, Panol. Open Building. Enclosed Building. -i Wind Appllod Ovorhang Condition Wind Appllo d Overhang Condition 1 Region Load NONE 1'-0" 2'-0" 3'.0" 4-0" Region Load NONE 1'-0" 2'.0" 3'.0" 4'.0" i 102 M,P.H, 17 11'.11' 12'.1" 12'.7" 13'.4" 14'.4" 102 M.P.H. 29 9'.1" 9'.4' 9'.11" 10'.11" 12'2" 110 M.P.H. 20 10'.11" 11 '.2" 11'.8" 12'.6" 13'.7" 110 M.P.H. 35 8'-4" 8'.6" 9'-3" 10'.3" 1 1 '.6" 1120 M,P.H. 23 10'.3" 10'.5" 10'.11" 11'.10" 12'.11" 120 M.P.H. 41 7'.8" 7'.11" 8'.8" g'.g" 11'.1" , 125 M.P.H, 26 g'.7" 9'.10" 10'.5" 11',4" 12'.6" 125 M.P.H. 45 7'-4" 7'.7" 8'.4" 9'.6" 10'.10" [140 M.P,H, 32 8'.8" 8'.11" 9'.7" 10'.7" 11'.10" 140 M.P.H. 56 6'.7" 6'.10" 7'.8" 8'-11" 10'.4" 1 3" x 12" x 0,026" RI..r Panola Open Building. Enclosed Building. I Wind Applio d Ovorhang Condition ,"Yind Applied Ovorhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" , 102 M.P.H. 17 13'.11" 14'.1" 14'.6" 15'.2" 16'.0" 102 M,P,H. 29 10'.8" 10'.10' 11'.4" 12'-3" 13'.4' 110 M.P,H. 20 12'.10" 1 2'. 11" 13'.5" 14'.2" 15'.1" 110 M.P.H, 35 9'.8" g'.11" 10'.6" 11.5" 12'.7" i 120 M.P.H, 23 11'-11" 12'.1" 12'.7" 13'.4" 14'-5" 120 M,P,H. 41 8'.11" 9'.2" g'-IO" 10'.9" 12'.0 i 125 M.P,H. 26 11'-3" 11'.5" 11'.11" 12'.9" 13'-10" 125 M.P.H. 45 8'.7" 8'.9" 9'.5" 1 0'-5" II 8 I 1 40 M.P,H. 32 10'-2" 10'-4" 10'.11' 11'.9" 12'.11" 140 M.P.H, 56 7'.8' 7'-11" 8'-8" g,g" 11 1 ! , x 12" x 0.032" Riser Panel. Open Building. Ene lased Buildings Wind Applied Overhan Cond Itlon Wind Applied Overhan Condition Region Load NONE 1'-0" 2'-0" 3'-0" 4'.0" Region Load NONE 1'-0" 2'-0" 3'.0" 4'.0" , 102 M,P,H. 17 15'.5" 15'.6" 15'.11" 16'.6' 17'.4" 102 M.P.H, 29 11'-9" 11'.11" 12'.5' 13'.3" 14',3' 110 M,P,H, 20 14'-2" 14'.4" 14'.9" 15'.5" 16'.3" 110 M,P.H. 35 10'.9" 10'.11' 11'-5" 12'-3" 13'-5 ' 120 M,P.H. 23 13'.3" 13'.5" 13'.10' 14'.6" 15'.6" 120 M.P,H. 41 9'.11' 10'.1" 10'.8' 11'.7" 12'.9" 125 M.P.H. 26 12'.5" 12'.7" 13'-1" 13'.10' 14'.10" 125 M.P,H. 45 9'.5" 9'.8" 10'.3" 11 '-2" 12'-5' 140 M.P,H. 32 11'.3' 11'-5" 11'.11" 12'.9" 13'.9" 140 M.P.H. 56 8'-6" 8'.9' g'.4" 10'.5" 11 -8" Nol.: Total roof panel width = room width olus wall width olus owmano Table 7,1.3: Allowable Spans for Industry Standard Riser Panels for Various loads Alurrinum Alloy 3105 H"28 Enclosed Buildin . Wind Appliod Overhan Condition 3'-0" 4-0" Re ion Load NONE 1'.0" 2'.0" )'.0" 15'.1" 15'.11" 102 M.P,H, 29 10'-7" 1O'.9" 1 1'.4" 1 2'-2" 14'.1" 15'.1" 110 M.P,H. 35 9'.8" g'.10" 10'.5" 1 1'-4" 13'.4" 14'.4" 120 M,P,H, 41 8'.11" 9'-1" g'.g" 10'-9" 12'.8" 13'.9" 125 M,P.H. 45 8'-6" 8.9" 9'-5" 10'-5" 1 1'-9" 12'.10" 140 M,P.H, 56 7'.7" 7'-10" 8'-7" 9'.8" Enclosed Buildin . an Condition Wind Appllod Overhan Condition 2'-0" 3'-0" 4'-0" Re ion Load NONE 1 '-0" 2'-0" 3'-0" 16'-8" 17'.3" 18'.0" 102 M.P,H. 29 12'.4" 12'.6" 12'.11" 13'.9' 15'.5" 16'.1" 16'.11" 110 M.P.H. 35 11'.3' 11'.5" 11'.11" 12'.9" 4'.5" 15'.1" 16'.0" 120 M.P.H. 41 10'.5" 10'.7" 11'.2" 12'.0" 13'.8" 14'-4" 15'-4" 125 M.P,H. 45 9'.11' 10',1" 10'-8" 11'.7" 11'.11" 12'.5" 13'.3" 14'.3" 140 M.P.H. 56 8'.11" 9'.1" g'.g' 10'.9' 4'.0" 13-3" 12-6" 11',11" 11,8" ~'.J--J --=1 4'-0" 14'-9" 13'.10" 13.1" 12'.9" 11'.11" x 0.032" RIser Panols 0 n Bulldin . Wind Appliod Ovarhan Condition Wind Re ion Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Re ion 102 M.PH 17 17'.10" 17'.11" 18'-4" 18',10" 19',7" 102 M.PH 110 M,P,H. 20 16'.6" 16'.7" 16'.11" 17'.6" 18'-4" 110 M.PH . 120 M,P.H. 23 15'-4" 15'.8" 15'.11" 16',8" 17'-4" 120 M.PH 125 M.PH 26 14'.5' 14'.7" 14'.11" 15'.8' 16'.6" 125 M,P.H. ,140 M,P.H. 32 13'.0" 13'.2" 13'.8" 14'-4" 15'.3" 140 M.P.H. Enclosod Bulldln . Appliod Ova,han Condition Load NONE 1'-0" 2'-0" 3'-0" 29 13'.8" 13'.10" 14'.3" 14'.11' 35 12'.5" 12'.7" 13'.1" 13'.10" 41 11'.6" 11'.8" 12'.2" 12'.11" 45 10'.11" 11'.2" 11'.8' 12'.6" 56 9'.10" 10'.1" 10'.8" 11'.6" 4'.0" 15'.10" 14'.10' 14'.0' 13'.7" 12'-8" Note: Total roof panel widlh = room wid1tl plus wall widlh plus o....rhang Lawrence E, Bennett, P.E. CtVl. ENG#EER - DE\IE1.OPfENT CONSU... T ANT P.O. BOX 4368, SOVTli DAYTONA, FL 32121 lBB'I-tOI'E (1lOo4) 787.. 4 n 4 FAX (9Q.4) 787-8558 SEAL PAGE 120 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOU: OR N PART WTTHOUT nt:: WRITTEN PERt.lSSION OF LAWRENCE E. BENErT, P.E.