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Home My WebLink About98-7966 BUILDING PERMIT Zoning: Description of Work Permit 7966 ~ 9-1<?-~ r" 3'D BUILDING Water Conn: Water Meter; NO OCCUPANCY BEFORE C.O" FINAL C.O" /1.)- /~- 9 J!- DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector ~I '-L Valuation or ___K ~ 9//0" Contract Price ~ ~ _ z.~_ .-- Permit Fee Signature Company Address Telephone#~- City License Registration # .~ {, ~&~tj . B ILDING F ,L.- - ELECT~- -- PL~ -- MECJj"""IICAL - ~;~ SLB ;/;1/1 f ~ Lintel FRM. Insul. CL WL Driveway qh:Jf9? ~ Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Breakers Ducts Insl. Compressor Final SLB Tub Set Water Sewer Final REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($~) shall be made for each trip for each trade: ~-: IJ1J 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': j' 3&-3S'- ,,,/ i r)ff [i (~S--r- ( fV1 r1 \,,~_ ') f;c 6V"1cL~ ') i ' I i" I': jij i'LJ~ ~11-lb, L\U I,: I I: ! ' L--A C. c STji- ST LoT (J', !5\)VX _.~c; ~ X "Set. F-l :>q. F-I i:;BL.DG-, C('\ \,.>e- 1'1 J .J. I,: Iii P LutV1 i?:> " [:iNl (C!-l - rJ J i.; €-L~C.. l!r , 1:1 ,;; Iii Cr{F 0\ -1- U IfJr I! I , , . : . . ! . !;: CONI\.lCLc...~nD~ lil , ' , , ;i. " F~G.. S --------~" , . "< .1 ~ ! ' N~ Nu Sli:f ue ) . I I \ :i: il :!I , ~ I " , , ~~. '!I 1) 2 0' :::r"A~/-J &AS 0.(" : I " ::: Yi {, ~1' F~r; ':1' ::. 'i1 i ~ I -llf)AJ S po,L orA 1-( 0 ~ Ii: , I "1 , ! I , I I!l I {IV( pAL'r '~G: Iz. S , , Iii I', ; 'I AJ/rr I" I'i , , ':i " ,I' ~hrI~., G I:; , 1J sy,G1 I,! .' 11111111111111111111111111111111111I11111111111111 981085':W Rcpt: 266718 DS: 0 0 09/04/98 . 0 Rec: IT: 6.00 0.00 Dpty Clerk BY ~.c. ~~90~}~~M~~~J~ASCO COUNTY CLERK OR BK 400'" p. 1 of 1 ... PG ~ 362 NOTICE 0[" COKHENCEMl~NT 5: <.3.:' e 1:'_ F. L ()(i{ P fJ County 0: fA~Cc: ':'Uf! lI~lI)I'rlSIGN~D hereby gives notice that improvement wlll be ~103de ',J C2:'_~.~:-\ r2.:>1 p:')perty, and in accordance with Chapter 713, Flc,rl<.::il S:"cl:tes '~~e ~cllo'~'~'''J lnfornation is provided in thiB Notice of COfT'!nCllcC'IIC:,1 Dc;c r 1 pt iOll of Property: Parcel No .1J.I--1-Io - 1.. ( - Ol>OO - 00 l CO Jl7 I ~'~Jl deSCDPtlO~~ ~ho;:!~erty~~' strc~d~CC;S~: ~\?~ilC.~- 2. C~ tra: DescnptlOn of Improvement /lL-lIm (/V(J)V\. -..-l!.rtC/c.t+ GtE Ove,' !11~()rOlatlon: NamcmASCSi''- ;,c;::c"5~D 13t()x GO, I QA-}G5 2EPH~t f-I.((.,~ ,. City : R.., -'"$3-5"3; : ~. " e : est 1 n P r u per t y : :.-:: ,e a: ~-ee Simple Tit lcholder: r : t other thSln owner) i,~:::-CS9 City Cc::actor: N~me /XH C~rfl.u::. TftY O~ CC/VTll-A<- t=c. :,-c.;ress/IL('1{ q41rE ~~5r.City ~/$VtlLr; :;C,',c ~L~ ?<!6,/lI S,,:cty: ~J~lne ~ 7 s. ;,c.:rcss City ~ : ,~ :.. ~ ,\:'J r',: 0 f Bone: S 6, Lcdc:-::Jame !" c: ;:- C' ~; 5 City ?C;sc;;s within the State of Florida !1:,' .cC's or o::.her documents may be 7' . ~]:: J (a) (7), Florida Statutes; des 1 g n i1 t c.: : y .J.":" : sc!"\'cj Cl:::j r=l'C\/~C':':: _ :JG ~ :::'C~._~~~, to<' " L' I\C~ :.:: e b ~ City ~ :.,. '. - 5, I~, 3dc~t~on to himself, Owner designates c: L"'nc,'s tor e eel '.' c Notice as provlded ln Section 713.1J( 1) (b:, _, r- : ,::) ~. _...: ~ ~_ :' eJ ~:'d: ':', ,,-':,). 'J fA;:. ;r.' .<)n dnte of tlCJtlce of CO/llmencement (the eJ<plcl,t ~G" c." v -::; !::~~ ~nc date 0f recording unless a different date ~s ~p~:l:_C~, ~':~ af1C c ()PG~/.It? ---' tfi'lS 'f eay of .sUn5A11.g,:A- ~.jLJMR ~_H_~ u_u ,\~~~=;:;,C:~~-----,- -- -.,--~--- I s _ .~:-: at. '- : c c: O'...J n e r : subscri '- .j :: ~, ~, - ...... . '#> '- :-~ Cl..p.:..res: APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT r ; 'i>~ ~.1J~~ g--_3/-fr OWNER I S NAME fV'J r+:S~~'1 c, eA-kS PHONE OWNER I S ADDRESS JOB ADDRESS LA CDS.,&. 5/" Lor 1'"57 LEGAL DESCRIPTION: LOT(S) BLOCK PARCEL 1. D. t :;.1-:2.6 -;:J..f - () o.s o-co l)Oo - /.3 ? WORK PROPOSED:~ Construction ____Addition SUBDIVISION (OBTAIN FROM PROPERTY TAX NOTICE) ----Alteration ____Repair ____Install ____S ign ____Move ____Demolish PROPOSED USE: ____Single Family ____MfF ____, of Units L _Other ____COtuIIIercial _Indust" _Swim. Pool _Restaurant & Health Department Approval DESCRIPTION OF WORK: V - (L&()yl.^ I 1":/1-12 PtJ~T,. DfLlvtf wAV BUILDING SIZE: x 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 $ ~3 00 . 00 Valuation of Total Construction ____ELEcrRICAL AMP Service Florida Power Corp. _W,R.E.C. ____HECHANI GAL $ Valuation of Mechanical Installation ____PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Frame _Steel fJw hl( ,vtIM Other FINISHED FLOOR ELEVATIONS: FT" IS PROJECT IN FLOOD ZONE AREA1 YES NO ****************************************** BUILDER CONTRACTOR SECTION COMPANY 13'i qt.:J ~ State Cert" or Regist. # CO ~ City License Registration it ****************************************** Signature ELECTRICIAN COMPANY State Cert" or Regist. # City License Registration # ****************************************** Si~ture PLUMBER Signature COMPANY State Cert" or Regist. # City License Registration # ****************************************** ME CHAN I CAL Signature COMPANY State Cert" or Regist. # City License Registration' ****************************************** Q1ll.E'.R Signature COKPANY State Cert" or Regist, # City License Registration ~ *****************************************. APPLICATION APPROVED BY PERMIT OFFICER. '. CONDITIONS OF PEI~IT AFFIDAVIT n. NOTICE OF DEED RESTRICTIONS The und~rsigned understa~ds that this venit .ay be subject to "deed restrictions" wllich .ay be .ore restrictive than City regulatIons, The undersIgned assu.aes respolIsibility for cu.pliance with any applicable deed restrictions. B. UN LI CENSEO CONTIl1\C'l'OHS AND CONTHJ\C'l'OH RESPONSIBI LITIES It the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by lall, both the owner and contractor .ay be clte~ for a .isde.eanor violati~n under state law. If the owner or intended contractor are uncertain as to IIhat licensing requlfe.tlents lay apply for the 1I1tended wurk, they are advised tu contact the City of Zephyrbills Building Deparuent (813) 788-6611. ' Fur~h'erlore, if the owner has hired a cuntractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this applicatiun for which they will be responsible. If you, as the OlIner 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 lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in tbe City of Zephyrhills. C. 'l'l1J\NSPOHTATION IMPACT FEES A.ND UTILITY CONNECTION FEES IJ .~ONJ?1'nU_C::=~~I_Q~_!:1-~!!. L1\W (Cll/\PTEH '113, FLOHIV/\ ST/\TU'l'ES, AS AMENDED) I certify tllat I, the applicant, have been provided with a copy of "Florida's Construction Lien Lall - HOleowner's Protection Guide" prepared by the Florida Uepartlent of flgricuiture and ConstJJIer Affairs. If the applicant is sOleone other than the 'owner", I certify that I have obtained a copy of the above uescribed doculent and prolise in gaud faith to deliver it to the "owner" prior tu cOllllence.ent. E. 5;ONTIU\C..:!'OH I ~L9_~NE!l.~S AFfIQAV 1'1' [ certify that all the infor.ation in this applicatioll is accurate and that all work will be done in compliance with all applicable laws regulating cunstruction, ~oning, and land developlent. I flpplication is llereby .ade to obtain a perlit to do work and installation as indicated. 1 certify that no worl or installation has coaaenced prior to issuance of a perlit and that all work will be perfor.ed to leet standards of all laws requlating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other governlental agencies lay apply to the intended work, and that it is .y responsibility to identify what actions I lusl lake lo be in cOlpliance. Such agencies include but are not lilited to: * Deparllent of cnvironJental Regulation - Cypress Bayheads, Wetland Areas and Bnvironaentally Sensitive Lands, Waler/Wastewaler Treatlent * South~est Plorida Water Hanagelent Uistrict - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses * ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways * Deparllent of Heallh & Rehabilitative Services, Environaental Health Unit - Wells, Wastewater Treallent, Septic Tanks * US cnviro~ental Pro~ec~l~~~genci' - flsbeslus alJateunt I also certify that, if flll laterial is to lJe used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a "co.pensating volu.ae" will be sub.itled which is prepared by a professional engineer registered in the State of Florida prior to per.it issuance. A per.it issued shall be construed to be a license to proceed with tbe work and not as authority to violate, cancel alter, or sel aside any provisions of the technical codes, nor shall is~u~nce of a per.it prevent the Building Official frOt thereafter requiring a correction of errors in plans, construction, or violations of any code. Every per.it issued shall becOle invalid unless the work authorized by such per.it is cOllenced ~ithin six .onths o[ issuance, or if work authorized by the perlit is suspended or abandoned for a period of six IOnths after the tile the ~ork is cOllenced. One 90 day e1tension of tLae, aay be allo~ed for the per.it with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lust be logged during each six lonth period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FfllLURE TO RECORD A NOTICE OF COHMENCEHENT HAY RESULT IN YOUR PAYING TWICB FOR IHPROVKKEKTS TO YOUR PROPERTY, IF YOU INTENU TO OBTAIN FINANCIHG, CONSULT WITIi YOUR LBNDBR OR AN ATTORHBY BEFORB RECORDING YOUR NOTICE OF COKHEHCEHEHT, JOBS UHUER $2,500 IH VALUB UO HOT HEEU TO RBCORD AHU POST A "NOTICE OF COMMEHCEMENT". --~-~~ SIGNATURE: ~R OR ^GEHT d:i ~ SlGNATU~TRACTOR STATE OF FLORIDfI .~ ~{ COUNTY OF ~ ~ 0 The foregoiny instrwnent was ac~wledged before me this/J1,f; 51 , 19~ by f~a$of1ll4l-0Y kNO~ who 18 personally "'.1Iown to me or who has produced as identification and who did/did not take oath" 4.. (Sign rel (lA/e-fE- (Name Typed, Printed or NOTl\RY PUBLIC STATE OF FLORIDA (J COUNTY OP r'1'l~C-() The foreyoiny instrument was acknowledged before me Lhis fll/G '3' , l~ by f~or/tJ.(Aj( kf\JubV ~ who is personally known to me or who has produced as identification and wllo did/did not ~~tJl( ~ ( S i Y f5J>-u:l k -'L- It 5" fj!3L (Name Type\.l, PrinLelJ or Stampe\.l) NOT^RY PUBLIC #''6' BruceAAk *11 *My COItll'n/ssion ee7 480~7 ~....~ Expl,.. June 22, 2002 5U'~L- Stamped) #'6" Bruce A Asbel *W*My Commission ee748Sn ~.,,\~ Expires June 22, 2002 . ' 0--. ~ ~ CJ-.... ~0 ~ '\ ~.~ , "-.J '\l l" J-:: ." \J ~ \t ~~ ~~ ~ \~ ~ ':>..s:: 11.J ~'-') 1< r ;0 / )~ / 7) I J9 10/ / It ---t-= It / ffh' b /t.6 II~' .nt:" ~ ~ IJ ~ ~ ,-, IV,," ~~ " ~~ 'V~" ,'-II \~ ~\i~ ......-:~~~ ~'1 .~ ~ ~<),.. ~~~ ~~~, '", ~ \J rx ~ ~l.J~ lol( ~ ~~ ,~ ~ ll,j "- .~......t.) \<i) ~ ~....."'1 " 33 17"/ /) I' y )9/ 1< ,,- LoT /37 10 ~ !7?rlJi c5 Ti C- o tltKJ IlATF ~ ~~ ,~ ~ ~ .~ .~~~ '<1\ -) 'll ~",o....~ . ~\of;j -.,j -ll "- ~."'" ~ ,\i . 'l::) '~ ~.'\l .'~~ ~ \J ~ ~'\)lJ; ", ~ \;\, ~ .~ \Jj ~ ..:.c: \j) ':'u ~. ~ "'1 h.... \) \l { v j~ ~? ,\) I\. \~ ''\. ~ V :::--.... ~.\; " "\r:>-.. ~ ~ \j~ ~ \~ ~~ .~ .~ \) ~ ~ t) ~ ~ f--- ~ '0 ~~ ~-~N'\ ~ ~ :--.1 c:j.... \J '" " 10 ~ '''\ ~ .~ ~ ~ llJ ~~ ~ I~ ~ ~ \J ~ ~~ -() ~ ~ ~ ~ ~ oJ ~ \J ~ ~ , ~ ~ ~ ~ ~V\ r--'~ -1 ''"'' .~ ~l'" ~ ~~ ~ \l ........ ~ ~ 'A a ;- " ~ " "- ~~ '~; \r\ , ~ " \.J ~C> ~ ~'~ "~ ~~~ ~V\ ~ ~ ..~ \lJ ~ '~:::...:. \.u ~ ~":. ~ ~ ~ ~ ~ " '\j , '-.l '- +-:::K 0-... \.J! o Y..; 'v) 1,.1\ "\ '- Q.... 'V-... ... '><. ~ ~\~ ~ .<;~ \/.;, ~V':l ~. ~ ... ~ '"," I:l )...... c{,J ~ h:::. .~ "-- 'it' I Q'::t::.\l~ ~ -\J .,"" ~ -"" '" ~~ ~ "<\ .'.1) \.. c)...." '~ ":J '-:.J ~ . . <:l \{) .... "'\''-'\'''l .~ ,\~ )-.... ~ ~~ ~." ~~~ I'D ''-J \t) .~ 0~'l.... N '(J \0 ~ '-.:...J~...... '~ " \J +:: \J f~ ~ 1---- ~ ~ ~ ~ ~ h..... '''\ ~ ~ '~ ;:- ~ . '\J ~ J'::: ~ ~ ^< IJ, \J 1'1\ ~ I~ ~ <~ 't \f\ ~>-.... .~~ C4-. ~ ~ \{j ~ <..J \<.(j III ~~I:>J 1,....0 \:t."", ~ ~ ~~ ~ L.....,<J "~ ~ '^- ~ '~~ 11j '() 'v) ~ ~ ~ ~~\.l ~ ~ II...J ~~V) ~ "- ,\I\, ~ '... , ~ ,_ v.., ~ ...~ ~ , ~ ~ ~ --1 r-~ '"'\ ~ ~(J J:: ~ ~~~ \. "' V\ ~ ~ ~ .~ \~ ~ '\ \-0 <t '~ ~'~ " '~ ~ \J (\J V) '''-.J , --..j ~ ~ ~ \, _U 'r-- ---- V) .~~ '-..J. "- ~'b <::J '"\' ~~ ~ \~ ~ *.K 'h:' ~ " '" r-'~ ---1 J \. ,,?>- ~.J~ '-'" "t r--.... ~ l~~ '-0 ~~ ~ ~I~ ~o.....~ ~~( ~ ......... 1 ~ ~;:~ r-~-1 ~ ~ --1 ~~~ r- ~;: -1 J ~ --- ~:~~ ~ "" \" ~ ~~ '" -::r....... ~ ~~~ ~ <:) ~ \.) ~\::) ~ -~" '\j ...........'1-.:::: [\ Y \.l!'J '-' \<j V) ~, \:-- V) '~ 'VJ " ~ ' ,,,< ~ ~ ~~ SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS - SEE CONNECTION DETAILS ~ PAN OR COMPOSITE ROOF PANEL SEE SECTION 7 TOP PLATE P,T. OR WITH VAPOR BARRIER AT ALUMINUM ROOF ~ i ~ ~ 2" x 4" LUMBER TOP PLATE @ ROOF 2" x 2" ALUMINUM OR 2" x 4" LUMBER #2 SF.F. (MH) SHEA THNG; 7/16" O,S.B. OR V2" PLYWOOD WITH STUDS 24" ON CENTER OR UJ ' ..! CD o ~ (? Z f- ~ ' Ii I II I ! i II f----- .---ll SEE CONNECTION DETAILS .----- ------ H UJ ~ J: 12" x PAN (SEE TABLE) USE W ;:j TO SELECT PAN FOR REQUIRED SPAN CD o ~ ~ f W 1 V ARIES CI) I X UJ FOR FRONT BEAM USE L . W / 2+0VERHANG ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 114" x 3 1/4" TAPCONS @ 16" O.C FOR MASONR, #16d COMMON @ 16" O.C. OR #10 x 3 y," 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" PLYWOOD 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'-0" ON CENTER SEE SLAB DET ALS UTILITY SHED AND CARPORT WALL SECTION t ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2" S,MS. W/ WASHER. 2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2" S.MS. W/ 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. aVL ENGI<EER . DEVELOPMENT CONSU. TANT P.O. BOX .388, SOUTH DAYTONA, A. 32121 TElEPHO!IE (90<4) 787..n. FAX (90<4) 787-8558 SEAL PAGE 50 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT ~ WRITTEN PERIootSSlON OF LAWRENCE E. BEN'oETT, P.E A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS. SECTION 2 "r IS THCKNESS OF RE~ POST I :". N' 1-- ;::. ~ TOP OF GRADE ~ 3" x 3" POST SEE TABLE ~ (2) 2" x Z' x "r ANGLE OR (1) U CHANe.. x "r 3/a" x 3-VZ' BOLT 80 La 2500 PSI CONCRETE PAE-~ . . 3" x 3" BASE 1 16" ',' 1 ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION r POST N CONCRETE #4 BAA 12" LONG P~ CONCRETE l". ;::. I N r- 3" x 3" POST T\.RoJ BOL TED TO ANCHOR RISER 2-3/4" x 2-3/4" x 2-V2" LONG x Va" TlBNG WE1..DED CONECllON REFER TO TABLE 2 . 4 FASTEN PER TABLE 2 , 5 o : > >k-- ~ I IV J.-- L ---J 12" x 12" x V 4" PLA. TE 3-V2" CONe. SLAB ISOLA TED FOOTING BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION TYPE I FLA T SLOPE / NO FOO~ 0-2"/12" (1) #5 BAA CQNT, 2'-0" MIN. l". BEFORE SLOPE ;::. f 1" cJ, ~ TYPE MOOERA. TE SLOPE FOOrnG 2"/12" - 1'-10" TYPE III STEEP SLOPE FOOTNG ) f-1O" NOTES; t NO FOOTING REOlARED EXCEPT WJ-EN ADDRESSNG EROSION EXCEPT FOR EXlSTNG SLAB WITHOUT RENFORce.ENT. TIEN TRBUTAAY ROOF AREA LMTED BY TABLE 2 . 4 2. MONOUTHIC SLABS OR FOOTNGS SHALL BE MN. 2,500 PSI CONCRETE WITH ex6-1Ox1O WElDED WIRE t.ESH OR FBER t.ESH MAYBE USED N LEU OF t.ESH. 3, F LOCAL BUl.DNG CODES RE~S A MNt.U.4 FOOTNG USE TYPE I FOOTN3 OR FOOTNG SECTION REOURED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB DETAILS ADDRESSING EROSION Lawrence E" Bennett, P.E. ava. ENOH:ER - DEVaOPMENT CONSI.L T ANT P,O. BOX <4388, SOUTH DAYTONA, Fl 32121 TEU:PtiOtoE (90<4) 787-04n04 FAX (90<4) 787-8558 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PAAT WITHOUT ~ WRITTEN PERUSSION OF LAWRENCE E. BEN'oETT, P.E. PAGE 53 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS INTERNAL OR EXTERNAL RECEIVING CHANNEL , " 2" x 2" x 0.063" ANGlES INTERNAL OR EXTERNAL ANGLE CLIPS ALl..tJHJM TUBE COL~ EXTRUDED ALUMNJM BASE OR BREAK FORMED U-CLP CORROSION RESISTIVE STEEL ~U BOLT PER SCHEDULE CONCRETE ANCHORS PER SCt-EDll..E ' CONCRETE SLAB OR FOOTt.JG TUBE COLUMN BASE SCHEMA TIC INTERNAL BASE NOTE: ATTACHMENT DETALS SHOWN REQUIRE DIAGONAL BRACNG FOR FREE- ST MONG COVERS Lawrence E. Bennett, p"E. ava. ENGfoEER - DEVE1.OPMENT COHSU. T ANT P,O, BOX <4388, SOUTH DAYTONA, Fl 32121 TEU:PtiOtoE (llO4) 787.4n4 FAX (llO4) 787-8658 SEAL PAGE 54 @ COPYRIGHT 1998 NOT TO BE REPRClOUCa) N WHOLE OR N PAAT WffiiOUT ~ WRITTEN PERUSSION OF LAWRENCE E. BEN'oETT, P.E SECTION 2 A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS ~ ROOF PAtoEL SEE SECTION 7 > ANCHOR PER DETAL FOR PAN OR COMPOSITE P ANa. SEE TABLE 2 . 3 FOR I'Uw'BER OF BOL TS AND SIZE OF POST BEAM AKJ POST SIZES SEE TABLE 2 . 1 . 1, TABLE 2 , 1 . 2 AN)IOR TABLE 2 , 2 , 1, TABLE 2 . 2 , 2 COLUMN NOTCt-ED TO sur SIDE NOTCH POST TO, BEAM CONNECTION i > ROOF PAta.. SEE SECTION 7 ANCHOR PER DET AL FOR PAN OR CQMPOSITE PAta.. SEE TABLE 2 . 3 FOR Nl.t.'BER OF BOLTS AND SIZE OF POST BEAM AKJ POST SIZES SEE TABLE 2 , 1 , 1, TABLE 2 . 1 . 2 AKJ/OR TABLE 2 , 2 . 1, TABLE 2 . 2 . 2 COLUMN NOTCt-ED TO sur Lawrence E. Bennett, p"E. ava. ENO#EER . DEVaOPAENT COHSlL T ANT P,O, BOX <4388, SOUTH DAYTONA, FL 32121 TB..EPl-lOfE (9004) 787-4n4 FAX (9004) 787-8666 SEAL PAGE 56 @ COPYRIGHT 1998 NOT TO BE REPRClOlJCieo N WHOLE OR N PART WffiiOUT ~ WRITTEN PERIo.ISSlON OF LAWRENCE E. BeIETT, P.E A TT ACHED & FREEST ANDING 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 T.o Wind Zone = 102 MPH I 110 MPH I 120MPH I 125 MPH I 140 MPH Applied Load = 17# / Sq. Ft. 20# / Sq. Fl I 23# / Sq, Fl I 26# / Sq. Ft. I 32# / Sq. Ft. Load Width 2" x 3" x 0.050" Hollow Tilt 5' g'-g" 'g'.{)" 8'.S" 7'.11 " 7'.1 " 6' 8'.11" 8'-3" 7'-8" 7'.2" 6'-B" 7' 8'-3" 7'-7" 7'.1 " 6'-8" 6'.{)" 8' 7'-9" / 7'.1 " 6'-8" 6'-3" 5'-8" 9' 7'-3" I 6'-8" 6'-3" S'.11" 5'-4" 1 0' 6'.11" 6'-4" S'.11" S'-7" 5'.{)" 11' 6'-7" 6'-1" 5'-8" 5'-4" 4.10" 12' 6'-4" S'-10':' S'.S" 5'.1" 4'-7" Load Width 2" x 3" x 0,050 Hollow 5' 11'.1" 1 0'.3" 9'.7" 8'.11" 8'.1 " 6' 10'.2" g'-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'-8" 7'.1 " 6'-8" 6'.{J" 1 0' 7'-10" 7'-3" 6'.9" 6'-4" 5'.9" 11 ' 7'-B" 6'.11" 6'.S" 6'-1" 5'-B" 6'.2" 5'-10" 5'.3" ~. 12'.3" 11'.3" ..' I 10'-B" 9'.11" 8.11 " . 11 '.2" 10'-4" ... g.{)" 8'.2" 1 0'-4" 9'.7" 8'-4" 7'.7" 9'.8" 8'.11" 7'-10" 7'-1 " 9' 9'.2" 8'-S" 7'.10" 7'.S" 6'-8" 10' 8'-8" 7'.11" 7'.S" 7''{)'' 6'-4" 11' 8'-3" 7'.7" 7'.1" 6'-8" 6'.{)" 12' 7'-11" 7'-3" 6'-10" 6'-S" 5'-9" Load Width 2" x 4" x 0.050" Hollow 5' 13'-9" 12'-8" 11'-10" 11'.1" 1 O,{)" 6' 12'.7" 11' .7" 10'-9" 10'-2" 9'.2' I 7' 11 '.7" 10'-8" 9'.11" 9-5" 8'-B" 8' 10'-10" 1 O'.{)" 9'-4" 8'-9" 7'.11 " I 9' 1 0'.3" 9'.5" 8'-10" 8'.3" 7'-B" 1 0' 9'-9" 8'-11" 8'-4" 7'-10" 7'., " 11' 9'.3" 8'-B" 7'-11" 7'-B" 6'.9" 12' 8'.10" 8'-2" 7' -8" 7'-2" 6-B' Load Width 2" x 4" x 0,038" x 0.100" Self Mating Beam 5' 14'-B" 13'-4" 12'-B" 11'.9" 1 0.7" 6' 13'.3" 12'-2" 11 '-4" 10'-8" 9'-8" 7' 12'.3" 11 '.3" 1 O'-B" 9'.11" 8'-11" 8' 1100 1 0'-7" 9'-10" 9'-3" 8 '-4" 9' lU -lU' 9-11" 9'-3" 8'-9" 7.10" i 10' 10'.3" 9'.5" 8'-10" 8'.3" 7-B" 11' 9'.9" 9'.{)" 8'.S" 7'.11" 7.1' 12' 9'-4" 8'-7" 8'.1" 7'-7" 6-10" Example: For 2" x 4" x 0038" x 0100" Self.Mating Beam, Beam span between upnghts use load Width to enter table For 12' Roof Panel + 2' Overhang, Load \^i\dth = LW = 12' / 2 + 2' 0 H, = 8' , Enter table on left at 8' read allowable span under required load. Thusfor 100 M P H Wind load/live load or 17 #/Sq Ft and Load \^i\dth = 8'.0' MaXimum Beam Span for 2" X 4" x 0.038" x 0100" = J 11'-5" I Spans dO nOl,nclude length of i<Tlee brace Add honzontalleng h of i<Tlee brace to above spans for total beam spans Lawrence E. Bennett, P.E. ava. EJVGIoEER . DEVaOPU:NT CONSU.. T ANT P.O, BOX 4368, SOUTH DA YTONA, A. 32121 ~ (90<4) 767..n. FAX (90<4) 787-8556 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED" WHOLE OR N PAAT wm-tOUT ~ WRITTEN PERIdSSlON OF LAWRENCE E. BEN'oETT, 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 Wind-Load =---- . 102 MPH i 110 MPH I 120 MPH ;125 riPH - 140 MPH =~_~-Applied Load~_~~=~~~7 #/Sq. Ft. I 20 #/Sq. Ft. ~~B:_~ 26~#[[ci,-Ft, . 3:f#/5q, Ft. - M~xJ!"lulT! _ __ _ _~ __ AIJowabl!..~oot~rea In S9!!~r~f~et for Various Loads on Post Height Lo~d JI1 L_bs _ 2" x 2" x 0.044" Hollow Extrusl~~o.r 7'-4" 2,Q?~_1~~~__~__l03___ b_ 90 8'-7" 1,548 91 .,.77. 67 9'-10" 1:204 -"71-------60-- -+ 52 - ---..- 11'.1" 903 53 45 39 ---- _____u_____._ .~_ _ .._____~__.____. _ ,_H~l9..h.t Lo.,!d in ~p~_ T' ..!l_::..~_O.Q~O" H()IJ~w Extrusion or 8'-2" 2,7~6_ 1~!..._ _ 131 119 105 86 9'.6" 2,502 147 125 109 96 78 10'.11" 1,596 _~-{-------,@_ ?9 61 50 12'-3" 1,197 70 60 52 46 37 .___Iieight____: ~oa-dinL.bi=ri" x 2'~x--o.oi(i.-' -H~'lo~~~klJ!:l!~n _-Aluminum Alloy 6063 T.6 8'-2" 3,408 200 170 148 131 107 '. 9':6" ----.' -2~55EY-- - ---150---+ ---128- I 111 ,98 80 10'-11" " <988-. 117"1-' 99' r 86 : 76 62 _~1.2'_.t__ '_~_= 1~49f~==:=--=88 tJ5 -=--t==~~~~ : 1_, 57 47 !i~l9..h.t__._..!:oa.<!i~~~" x 3" x 0.040" Roll Formed - Aluminum AII..<:>y ~!O~ 1:l~14 ; ~:~~:: : -- -~~~~----J__~~~ ---r= 1819~ ----+---;~----I- .- ~.~. ; ;:~:: :-E~~=~-'=~---=~;-_-_~F~=~~=~=~r~' :~r--. ;~ Height Load in Lbs I 3" x 3" x 0.060" Roll Formed - Aluminum Alloy 3105 H.14 -'-"-0"- ~- --3,6-66-- -i--2f2--r-1W--r- -157 ,- -138 12'-10"2,700159-- -+- - 135 - -i 117 104 14'-8~'-2~160 --12'4- - . --;' 105 91 81 1 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 ='5'; 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 # I 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. ava. ENO/I'EER - ClE1IELOPfENT CONSI.L T ANT P,O. BOX 4368, SOUTH DAYTONA, FL 32121 TE...EPHQt.E (9Q.4) 787.. n. FAX (9Q.4) 787-6556 62 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PART WTT1-tOVT ~ WRITTEN PERJ.tSSION OF LAWRENCE E. BEN'oETT, P.E PAGE 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 L=D+/'," 3/8" 0 3"x 3"x 0,060" Scallo ed 3"x 3"x 0.060" Scalloped 3" x 3" x 0.093" .:r x 3" x 0.093" 3" x 3" x 0,125" 3" x 3" x 0,125" 2 2 3 3 4 4 Table 2.4: Footings - Maximum Roof Area for Carport Posts Existing Slab on G-ade 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" 1 ' -6" x l' -6" x l' -6 " 1 ' -8" x l' -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 must 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-m ix concrete and backfilled to rade. Dimensions Maximum Attributable Roof Area in Square Feet 1'-4" x 1'-4" x 2'-4" 102 87 76 67 54 Lawrence E. Bennett, P.E. ava. ENGIEER . DEVa~ CONSU.. TANT P.O. BOX 4368. SOUTH DAYTONA, A. 32121 TEl..EPI-tOI'E (90<4) 787-. n. FAX (9Q.4) 787-8656 SEAL 64 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOlE OR N PART WffiiOUT ~ WRITTEN PERUSSION OF LAWRENCE E. BaH:TT, PE. SOLID ROOF PANEL PRODUCTS SECTION 7 - - " - - - - ,.. EXlSTNG TRUSS OR RAFTER SEALANT HEADER (SEE NOTE BELOW) #8 x 9/16" SMS. (3) PER PAN AN) (1) AT RISER #10 x 1- V2" SMa (1) PER RAFTER OR TRUSS TAIL ROOF PANEL #10 x 3/4" SMS. AT 12' ON CENTER #8 x 9116" SMS. (3) PER PAN ANJ (1) AT RISER AL TERNA TE CONECTION: #8 x 1-V4" SCREWS (3) PER PAN NTO FASCIA THROUGH PAN BOXED ENJ EXISTNG FASCIA !-EADER (SEE NOTE BELOW) #8 x 9/16" SMS. (3) PER PAN ANJ (1) PER RISER FOR MASONRY USE V4" x 1-V4" TAP-CON ANCHOR 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 EXISTNG HOST STRUCTI.RE; WOOD FRAME, MASQto,RY OR OllER CONSTRUCTION i NOTES; ROOF PMELS SHALL BE ATTACI-ED TO lliE HEADER WITH (3) EACH #8 x V2" LONG CORROSION RESISTANT st-EET METAL SCREWS WITH V2" WASH:RS. ALL SCREW l-EADS SHALL BE CALU<ED OR SHALL HAVE NEOPReE GASKET BETWEEN T~ WASt-EA MI) TI-E PAN. PAN ReS SHALL RECEIVE (1) EACH #8 x V2" SCREW EACH. llE PANS MAY BE ANCHORED ~OUGH BOXED PAN WITH (3) EACH #8 x i OF llE ABOVE SCREW TYPES MI) THE ABOVE SPECFED RIB SCREW. Lawrence E. Bennett, P.E. CtVL ENGIoEER - DEVaOPf.ENT COHSU. T lINT P.O. BOX .368, SOUTH DAYTONA, A. 32121 TEU:PtiOtoE (90<4) 787..n. FAX (9004) 787-8558 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT ~ WRITTEN PERMSSION OF LAWRENCE E. BEN'oETT, P.E SEAL PAGE 113 SOLID ROOF PANEL PRODUCTS SECTION 7 - .... - - j , ".4 \ {==-=- :;:-'-'=-l ,I == ......J.,. #8 x 9/16" SMS. (3) PER PAN ~ AND (1) AT PAN RISER #8 x 9/16" SMS. (3) PER PAN ALONG PAN BOTTOM HEADERS AND PANELS ON BOTH SDES OF BEAM FOR GABLED APPUCA noN SEALANT PAN !-EADER (BREAK-FORMED OR EXTRlX>ED) #8 x 9/16" SMS, (3) PER PAN AND (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 THROUGH BOXED a.v OF PAN AND HEADER . .. .... - - "' :1 FOR COMPOSITE ROOFS; #10 x (t + V2") SMS, WITH 1-V4" DlAAETER FEt\OER WASHERS @ 12" O,C. \ (LENGTH. PANEL THICK~SS + 1") AT ' ROOF BEARf.lG ELEMENT (SHOWN) AND 24" O,C. AT NON-BEARfIIG ELEMENT (SDE WAUS) FOR PAN ROOFS; (3) EACH #8 x 1/2" LONG 8M.S. PER 12" PANEL NOTE; WI-EN FASTE~G PA~S OR PANS TO WOOD PLATES SCREWS SHAU HAVE A MNMUM EMBEDMENT OF 1" ROOF PANEL (DESIGN PER TABLES) SECTION 7 SlPPORTtoIG BEAM (PER TABLES) - -- , . ~~~ ~ ~ "'~+ Lawrence E. Bennett, P.E. ava. ENGH:ER . DEVaOPMENT COHSU. T ANT P,O. BOX <4388, SOUTH DAYTONA, A. 32121 TEU:PtiOtoE (90<4) 787-.n. FAX (90<4) 787-8556 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT ~ WRITTEN PERUSSION OF LAWRENCE E. BEN'oETT, 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 J" x 12" x 0.019" RJur Panels i Open Buildings Enclosed Buildings ~ Wind Applie d Ove rhang Condition Wind Applied Overhang Condition I Re g ion Load NONE 1'.0" 2'.0" 3'.0" 4.0" Re olon Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 1 102 M,P.H. 17 1,'.1,- 12'.1- 12'.7" 13'.4- 14'.4. 102 M.P.H. 29 9'.1. 9'-4' 9'.11" 10'.11" 12'.2" 1110 M.P,H. 20 ,0'.1,. 11'.2. 11'.8. 12'.6. 13',,7" 110 M,P.H. 35 8'... 8'.6" 9'.3. 10'.3" 11'.S" [120 M.P,H. 23 10'.3. 10'-5" 10'.1'. "'.,0. 12'.11. 120 M,P,H. .1 7'.8. 7'.11" 8'.8. g'.g" 11'.1" 125 M,P.H. 26 9'.7. 9'.10. 10'.S. 11'.4. 12'-6. 125 M.P,H. .5 7'... 7',,7. 8'.4. g'.S" 10'.10" i 140 M.P,H, 32 8'.8. 8'.11. g'.7" 10'.7" 11'.10. 140 M.P.H. 56 S'.7. 6'.10. 7'.8. 8'.11" 10'.4" , , 1 I I 3" . 12" x 0.026" RJser Panels I Open Buildings Encloud Buildings I Overhang Condition .~ind Applied Ow rhang Condition -----< Wind Applied Region Load NONE 1'.0" 2'.0" J'.o" 4'.0" Region Load NONE 1'.0" 2'.0" J'.O" 4'.0" 102 M,P,H, 17 13'.11- 14'.1' '4'.S. IS'.2" 1S'.0. 102 M.P.H. 29 10'.8. 10'.'0. 11'.4" 12'.3" 13' 4.' 110 M.P.H. 20 12'.10. 12'.11. 13'.S. 14'.2. 1S'.," 110 M,P.H, 35 9'.8. 9'.1'. 10'.S" 11 '.5" 12'.) , 1 20 M,P,H. 2J 11'.11" 12'.," 12'.)" 13'.4" 14'.S" 120 M,P.H. 41 8'.11" 9'.2" 9'.10" 1 O'.g" 12 0' 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" 11' 8' , 140 M,P.H. J2 10'.2" 10'.4" 10'.11" 11'.g" 12'.11" 1 40 M.P,H, 56 7'.8" 7'.11" 8'.8" 99' --, , , , I 11'1 , J" x 12" . 0,032" Riser Panels I Open Buildings Enclosed Buildings Wind Applied Overhano Condition Wind Applied Overhana Condition I Region Load NONE 1'.0" 2'.0" 3'.0" 4',,0" Region Load NONE l'-C" 2'.0" J'.O" 4'.0" , 102M,P.H. 17 15'.S" IS'.S. 15'.11" 16'.S" 17'.4. 102 M.P.H, 29 11'.9" 11'.11" 12'-5" 13'.J" 14 D 110 M,P.H. 20 14'.2" 14'.4" 14'.9" '5'.S" IS'.3" 110 M,P.H. 35 10'.9. 10'.11" 11 '-5" 12'.J" 13' 5 i 120 M.P.H, 2J 13'.3. 13'.5- 13'.10. 14'.S. 1S'.6" 120 M.P.H. 41 9'.'1. 10'.1- 10'.8" 11.7 12' 9' 125 M.P,H, 26 12'.5. 12'.)" 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. 1I'.S. 11'.1'. 12'.9. 13'.9" 140 M,P.H, 56 8'-6. 8'.9. 9'.4. 10'-5" 11 .8' Note Total root Danel widtt! ;:: room WIdth plus wall width plus o~rt1anQ. Table 7,1.3; Allowable Spans for Industry Standard Riser Panels for Various Loads Alumnum Alloy 3105 H-28 J". 12".0.019" RJur Panels Ooon Buildinos Enclosed Buildinos Wind Applied Owrha;;a Condition Wind Applied Overhano Condition 1 : Reaion Load NONE 1'.0" 2'.0" 3'.0" 4.0" Reaion Load NONE 1'.0" 2'.0" J'.O" 4'.0" , 102 M.P.H. 17 13'.10. 13'.11" 14'.S. 15'.1. IS'.II. 102 M.P.H. 29 10'-7" 10'.9" 11'.4" 12'.2" 13T1 : 110 M.PH, 20 12'.9" 12'.11" 13'.4. 14'.1. IS'.l. 110 M,P,H. J5 9'.8" 9'.10" IO'.S" 11'.4" 12M ' 120 M'p,H. 2J 11'.11" 12'.1. 12'.6. 13'.4" 14'.4" 120 M.P.H. 41 8'.11" 9'.1" g'.g" 1O'.9" "',11" 125 M'p,H. 26 11'.2" 11'.4" 11'.10" 12'.8" 13'.9" 125 M.P,H. 45 8'.6" 8'.9" 9'.5" 10'-5" 11:g:! 140MP,H J2 10'.1" 10'.3" 10'.10" 11'.9" 12'.'0. 140 M.P,H. 56 7'.7" 7'.10" 8'.)" 9'.8" 11.1~ -- Enclosed Buildings ~".,,"''''O" Wind Applied Owrhang Condition Region Load NON 2'.0" 3'.0" 4'.0" Region Load NONE 1'.0" 2'.0" 3'-C" 4'-<")" 102 M.P,H. I 17 16'.2. . 16'.8. 17'.3. 18'.0. 102 M,P.H. 29 12'... 12'.6. 12'.11" 13'.9" 14.9. , 110 M,P.H. I 20 14'.11.1 15'-0.1 15'.S. 16'.1. 16'.11. 110 M.P.H. 35 11'.3. 11'.5. 11'.11. 12'.9" 13'.10. 2J 13'.,1.14'-5. 15'.1. 16'-0. 120 M,P,H. 41 10'.S" 10'.7. 11'.2" 12'.0" 13'.1" -r 26 13'.,. '113'.8. 14'''. 15'... 125 M,P.H. 45 9'.11" 10'.1. 10'.8" II'.)" '2.9" 140 M,P,H. J2 11'.9' 11'.11. 12'.S. 13'.3. 14'.3. 140 M.P.H. 56 8'.11" , 9'.1. , g'.g" , 1O'.9" ,11'.11" J" . 12" x 0,OJ2" RJser Panels I Open Buildings Enclosed Buildings ! Wind Applied Owrhang Condition Wind Applied Owrhang Condition , Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Re glon Load NONE 1'.0" 2'.0" J'-C" 4'.0" 1 02 M.P.H. 17 17'.10" 17'"11. 18'... 18'.10. 19'-7" 102 M.P.H. 29 13'-8. 13'.10. 14'.3. 14'.11. 15'.10. 110 M.P.H. 20 16'-6. 16'.7" 16'.11. 17'-6. 18'... 110 M,P.H. 35 12'.5. 12'.7. 13'.1. 13'.10. 14'.10" - 120 M,P.H. 23 lS'... 15'.8. 15'.11. 16'.6. 17'''. 120 M.P.H. 41 11'-6. 11'.8. 12'.2. 12'.11" 14'.0. 125 M.P.H. 26 14'.5. 14'.7" 14'.11. IS'.8. 16'-6. 125 M.P,H. 45 10'.11. 11'.2. 11'.8. 12'.6" 13-7" 140 M.P.H. 32 13'.0. 13'.2" 13'.8. 14'... 15'.3. 140 M,P.H. 56 9'.10" 10'.1. 10'.8" 11'.S" 12'.8" Note: Tolai roof panel widlh . room wldlh plus wall widlh pius owrhang La wrence E. Bennett, P.E. ava. ENGtN:ER . DEVaOPMENT CONSU. T ANT P.O, BOX <4388, SOUTH DA YTONA, A. 32121 TEU:PtiOtoE (Q0.4) 787-.n. FAX (Q0.4) 787-8556 SEAL PAGE @ COPYRIGHT 1998 120 NOT TO BE REPROOUCED N WHOLE OR N PAAT WITHOlIT ~ WRITTEN PERt.lSSION OF LAWRENCE E. BEN'oETT, P.E