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HomeMy WebLinkAbout00-9900 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788-6611 Permit 09900 II/i/OO Date :)". ~ BUILDING "3 o. C!9- ELECTRICAL '-10. 0.Q PLUMBING MECHANICAL Sewer Conn Water Conn: Property Owner: LA. r 6; OJ" LV: .'"\ s ,() v..J Job Address: 'f 4'"1 'lDc...r ""'''- f ('" <! Or. Parcell.D. # J~- ;7(.- 21- OD~cJ- O()OOv- ~'fo() Water Meter: T.I.F.'s: Zoning: Energy Code: Radon Gas: Description of Work ,4"\0"\',:" POE.r lo.!i NO OCCUPANCY BEFORE C.O. FINAL ? - 2. ( - 0 / DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE Inspector ..5'R:.. City License Registration # State Certified License# P~'m;t Fee _~, ~ Signature ..p ,,~-;!S~./ Company / Address Telephone# Valuation or 1 ~ 110. ~ Contract Price ~ J~/ e""''I'~ (t.....,t+ V At...., (:c; ~ PCl !La BUILDING ELECTRICAL ? w . E. ~'^' l , PLUMBING ') 112. SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Tp, Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final ,h7JoI <;re . 11- 2. Z - o6J 5/C IIJ7/0f 51t. Ftr. Pre SLB 1I-z.?o(J) SR Lintel 1 7, FRM. I 17 Of <) (l Insul. CL WL Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. J~ 't(~ ~\,)A \L{ 'l't ^,-,'-J.--. 3t/ /7ZOuIl..NllA.f I N'h- uQ. '. SQ. FEET PRICE . MAIN OR LMNG AREA $ OTHER AREA UNDER ROOF $ OTHER VALUATION $ BUILDING: $ 5~ CREDIT: $ IJlfr -Z;..lft-L ELECTRICAL: $ 3...., ~;::. U, PLUMBING: . $ ~C . ':".>0 MECHANICAl; $ tJlr;r !UIL{ RADON $ 10.iLl I TI F 's ,I $ ;J 1ft I APPLICATION FOR PERMIT CITX' OF ZEPHIRJULLS BUILUING UEPAR1~NT ~;", .....C,..vao~" PLANS IUlWU:W I'U ... . , OW~ER' S NAME-Ll.r..h,'a.11 Wi nsl oW JOB ADDRESS 3Lf 17 Tou.r ma..II'r'le Dr. ~o Pervlv'''- ServIce' PHONE <7<2;~-S-31l/. .. Zephyrh;tl~, Fl. 335'40 j , BLOCI~ SUBDIVISION E'mero...ld 'Poir'lt"~ LEGAL DESCRIPTION: LOT(S) .;\llq ~L./-;l~ - ~/-OOSO -00000- .;(lltl 0 (OBTAIN FROM PROPfilR'l'Y TAX NOTTefil' PARCEL ID " WORK PROPSED: IB'NEw CUNS'l'HUC'l'lON o AUIHTION OAL'l'EHl\TION o REPAIR o INSTALL Os 1 GN PROPOSED USE: LJSGL F'AMILY UW~LLING [] COMMEHCll\l. LJ MOV~ [] DEMOLISH ONUL'l'I-FAMILY o lIWUS'l'IUAL LJ /I OF UNITS [] SWIMMING POOL D MOBI LE HOME o OTHER o RESTAURANT & IIE/\LTII IJEPAI\'l'MENT APPROVAL IJESCRIP'l'lON 01" WOHK -R V 'PO R. T BUILDING SIZE ~~ x.3Q SQUl\RE FOOTAGE IOl4 HEIGHT 5Ce I. , DICUt..s , . RESIDENTIAL: COMMERCIAL: A'l"l'ACII (2) PLOT PLl\NS & (2) SETS OF BUILIHNG PLANS & (1) SET ENERGY FORMS." AT1'ACII (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ."" PROPERTY SURVEY REQUIRED f'OR ALL NEW CONSTRUC'I'ION. '1" PERMITS REQUESTED o BUILlJING $ ... ~:? / 10_ 00 , VALUA'l'lON OF 'l'O'mL CONS'l'RUC'l'ION o ELECTRICAL o PLUMBING o MECIlJ\NICAL AMP SEHVICE [] F'LOIUDA POWER D W,R,E.C. I', $ Vl\LUl\TION OF MECIIl\NCIAL INSTALLATION :11 [] GAS [] ROOFING o SPgCll\L'l'Y [] OTIIr~n TYPE OF CONSTRUCTION: [] DLUCK [] FIV\ME . [] S'l'EgL' [] OTHER " , I FINISHED FLOOR ELEVl\'1'lONS IS PHOJECT IN FLOOD ZONE AREAD YES' 0 N~ II.' " BUILD.D ; COMPl\NyJeremyl.s aLllLl ify AI WI"lLnwn . /" /7 /~. ~ t.. ~ STATE CERT OR REGIST " SIGNATURE c2/:;;7?..c?'J7?d' -~..J.J..) CI'l"i I?I\OCESSING II ,/ ...*****.......................................**.**..*.*.*.*...** (:::::~..l ;. .1/11... _, (/) ~-*-... ~~~,~:~~t f~=H ~~':;"'71 CITY PROCESSING" '2 CI ? c:r .~..................................CO.M..P::,.y..~:f:...~~~l.{.**.*.* \;-PLUMBER .,,~ // 1m - SIGNATUR€"~ . ~ ~'~'~~E p~~g~S~~N:E:IZ II; I 2-- , '" ,; ...........~*...............*******..**.************************** MECHANICAL COMPANY STATE CEn'r OR REGIST " CITY PHOCESSING " SIGNATURE ....******.....................................****************** OTHER COMPANY STATE CEnT OR REGIST It CITY pnOCESSING " SIGNATURE A*..AA.~AAA.A.A...A.~*...A*A...AA........~.A..~.................. " " t:OIlIHTJOWJ Ol!' PI!:HMl'l' ^li.F'lIJ^VIT 1\. NO).'ICE UP' DEED Hfo:HTIUCTl()I~~J '1'he undersigned understands that I:l1.I.s pennlt may be subject to "deed restrictions" which may be more restrictive thal1 CIty tegulations. The undersigned assumes responsibility for compliance with any appllcalhe deed r.estrictloIH1. B. UNLICENSED CONTHJ\CTOHS J\NIJ CONTIV\C'J'OH nr~SPUrI91U.lI.J'I'lF:S If the owner has hi1:ed' a COl1t1:<\(.:tot OJ: contJ:nctors to undertake. work, they lI\ay be required to be licensed in accord<lllce with nLaLe Hlld locHl l:eyulaLloIlS. If the contractor is not licensed as requIred by law, both the owner. and contr.actor may be cited for a misdemeanor violation under state law. If the oWller or illtellded contractor are uncertain as to what licellsillg requiremellts may apply for the .lntended wotk, they are advised to contact'the City of Zephyrhills Building IJepartmellt, 013-700-6611. Furthermore, if the owner has hired a COli tractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor ~ectionA" of this application for which they, will be responsible. 1 f you, as the owner sIgns 8S the contractor, you are indicating that! you, rather than the contractor, ate1:espollsJ.b1e Cor the work. If the contractor wishes you to sign as contractor that may be an illdlcation that he is not properly licensed and is not entitled to permitting prIvileges ill the CIty of Zephyrhills. C. '1'RANSPOH'l'A'I'lON IMPJ\C'1' FEES ANIJ U'J'lJ,l'l'Y CONNECTION FEES D. CONS1'RUC'I'UION LIEN Ll\W (CIII\P'J'F.H '113, F'J,OHlIlJ\ STJ\TU'rr.;S, I\S /\MENDED) I certiCy that I, the applicant, have been provided with a copy of "Florida's Construction lien Law - Homeowner's Protection GuJde" prepared by the Florida Depar6nent of Agriculture and Consumer I\fCairs. If the applicant Is someone other that the "owner", I cerify that I have obtained a copy of the above descrIbed doculllent and promise in good faith to deliver it to the "owner" prior to COlllmencemellt. E, CON'I'MC'I'On' S/OWNEn' S I\F'F'IIJJ\VIT I certify that all the II1[Orlllatloll ill thIs appllcatlon 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 obtaill a perllllt to do work and installation as indit:ated, I certify that no work or installation has cOl1ullenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zonIng regulatiolls, and land development regulations in the jurisdiction, I also certify that I understalld that the regulations of other governmental agencies may apply to the intended work, and that It is my responsibility to identify what actions I must take to be in compliance. Such agencies Jllclude but ate not limited to: "Department of I Environmental RegUlation-Cypress l3ayheads, Wetland ^reas and Environmentally Sensitive Lands, Water/Wastewater Treatment "Southwest Florida Water Management lJistrict-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses "Army Corps of EngineerS-Seawalls, Docks, Navigable Waterways "Department of Health & Hehabilitatlve Services, EnvIronmental lIealth Unit-Wells, Wastewater 'l'reabnent, Septic '1'a111:8 "U.S, EnvirollJllelltal Pr.otectioll ^yellcy-I\sbestos abatement I also cert1.i:y that, if (J.1.1 mated.aI Is to he llsed In I!'Iood Zone "1\" or "A, etc.", it is understood that a drainage plan addressing a "colltpensa~ing volwne" will be submitt:ed which is prepared by a professional englneer regIstered In the State of Florida prior to permit: issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to vIolate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the BUIlding Official from thereafter requiring a correction of errors in plaiis, construction, or violations of any code. Every pe.rmit issued shall become invalid uuless the work authorized by such permit is cOJlllnenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is cOl1ullenced. One 90 day extension of time lIIay be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Bulldillg OCCicial. I\n approved illspection must be logged during each six 1II0nth period, or the project wl11 be c0l1s1den~d nbandolled. WI\HNING TO OWNEH: YOUn F'^lLUnE '1'0 HECOHIJ ^ NOTICE UF COMMENCEMEN'l' MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUH PHOPEH'l'Y. IF YOU INTEND TO OBTAIN FINANCING, CONSULT \111'11 YOUR LENIJEn OR J\N l\'l"l'ORNEY BEFORE I\ECOIUJlNG YUUH NOTICE OF COMMENCEMENT. JOBS UNDER' $2,500 IN VALUE (JO NO'I' HEED '1'0 HECOHIJ rum POST ^ "NOTICE OF COMMENCEMEN'r". I! i I 'Z-:) ~6'~ ~J ~^TUnE: N'l'RAC'1'OR " i S S'fA,!'E OF FLORIIJJ\ '0 COUNTY OF n.l..sC.D The foregoing instrument was acknuwledged Before llIe this ~ day of .s~t'. , }M:lNJO by :rer~mt 1+00 k.s (name of persoll acknowledged) Er;;!lo is personally knowlI to lIIe, or o[ ident1Ucation) "ake an oath. S'l'I\'l'F. OE' F'LOIUDJ\ COUNTY OF 'Pa...s CO The [oregolng instrument was acknowledged " ; Be Core lIIe thIs til.:/11f.4 day of St:p-r. , >>~o' by ..Ter"~my Hoolc-os (nallle of person acknowledged) l3fJ'ao is personally known to lIIe, or o who has produced (type of identification) Ettid not take an oath o who has produced (type StUd not s person taking acknowledgement Name typed, ~ '''t'~a ;.~\.. ./~: ~"'1'''.'.'&. "',R~,~~\\""- At" or s taIQl\'t 90817 15,2002 ) THRU ,D:';(; co.. 'Ne tlfllne """"" S ":."HHle Bahr type~~/""" ',._E~ '6r~r.' ;;.~!. j",,= en)!:"'..'.'." 15, 0 2 ~)?1'''''..~~~ ,OJ THRU ....""~~~~\..'\.\. Ai' lC.. 'flLdNG CO.fINe. \\''''11, : 1111I11111111111I1111111111111111111111111111111111111111111 2000127405 ' NO'I'ICE Oli' COMM.ENCJ~MEN'l' Rcpl: 446921 DS: 0.00 10/09/00 Rec: 6.00 IT: 0.00 Dpt.y Cle...k state of Bor',do.... County of YiSc.o 'rlJf~ UNUERSIGNBD hereby gives notice that improvement will be made to c~rtaln renl property, and in accordance w.lLh Chapter 713, Florida statutes, the follo,^'ing information is providm.l ill Lhia NoLice of Coltunencolllcnl:: 1. De r-:c r. ipLion of Property: Parcel 110. ';'l/-;J.~ - ~ 1- 0050 - OOOO() - ;UtoO __1oLZJ~--raur_m(J.l\ ine Qf'.-+-~_yy\q~ld Point (j,p(I.ll df?RCI.'pL I Oil of t If~ fll:uP(?,.ty alld r;L,nel: address if Clvailable) J. 1;"111'1:11 Ih'nll il'l iOIl 01 11II1'IllV('III('1I1 __F" 'PORj JED PITT"AN~ PASCO COUNTY CLERK 10/09/00 0~: 4~m 1 of 1 OR BK 445~ PG 1289 J. U':JII01. III I: 0 uua l: .Loll: flame _UrbiA.r"\. fA) 1t"\~1 DW ',ddress J12.oCf PhloK Dr. City fOft Me..ye(''s state fl. 33'112 IIlL'~t.e51;. ill PI-operLy: HallIe or Fpo s.illlplc '.I'iLleh01(hn': (If other. Lhan oWller) l\ddresA City state fl.".. ",.. , .. , /1. CUll L rac LOJ:: Hallie -.:I.e.-rem y 's l\ddress .EO-,-.6Q.x. qlR n JAaJ i +y A \ lA..M in L.lrYl c it Y -.C.L~ 5pr'"l n~ state Fl. .3-35.;1"1 s. SIJI.eLy: NalllP Address c.i.ty state l\1lI01l1lt of Balld: $ G. LelldeL.: lIallle .ci.ty state l\ddress 7 . P(~UWIlS within the SLate of Florida notices or other documents 1IIay be 713,lJ(1)(a)("), Florida Statutns: desiynated by Owner upon whom served as provided by section t1mlle CiLy state Address u. In addition to hilll9Clf, Owner desiyniltes o( Lo receive a copy of the J..ienor'sNoticeas prov Idea in seclioll713. 13 (1) (b), Florida Statutes. 9. l::xplrn-t.lol1 dll\.c-~ of not-lce or CnlllfllencelllenL (t.he expirat.Ion uate i8 1 year fr'''>1I1 the date of recording unless a different. d.ate is specified.) 1d:-~ /.#~ ) ~;/ ^'" day of Uc.hi~n \.J inslow Seote.()/\.her , Siynature of Owner: Sworn to and subscribed before llIe Lhis f/lMtX). . fl Notary Public. ~~ ~a~ My COlllill.l ssion Expires: .,.,~~~.e;;%-- ~uzanne l:3ahr t~r t& -'.fci~ (orT': . ;ion # CC 790817 ~'!!....,A.z~ L:. ':O\!. 15,2002 ":;.;,1i'oi\i.<S',/. u. ::0 THAU '1",1\'\'\ Af I At' Ill, u.. '1';DltIG co., INC PC93053048 \...;..,,- J~remys Quality Aluminum Contract for: Urbian and MaryAnn Winslow Lot 216 Emerald Pointe -Concrete Form and pour a 14x59 and a 12x30, 7x16 raised slab. We will use 3000 psi fiber crete. Install 6x6 wire mesh on the motorhome side of the port. There will be number 8 re- bar installed in the footer all the way around the perimeter. '-Framing We will frame all walls with 2x4 wood studs. All walls will be hurricane clipped and anchored using three eights thunder bolts every two feet. The second floor will rest on the first floor wall~ and second floor walls will rest on the second floor. All three sections will be fastened together using 18 inch straps with number 9 truss nails. All exterior walls will be insulated with R-11 insulation. Also exterior walls will be covered with half inch O.S.B. board, and wra- pp~d ~ith Tyvek house wrap. -Windows There will be 6 43x76 insulated, double hung, vinyl framed glass windows. Above the front two windows there will be a 60 inch by 18 inch arch deadlight. Also 6 36x36 insulated, vinyl framed windows. -Room sizes 12x12 Florida room 7x8 Bathroom 11x12 Laundry room 7x10 Screen room 4x7 Shed -i)OOirS' There will be two steel 6 panel doors and one steel pan- el door with a glass half moon in the top. There also will be two pocket doors and a screen door. -Dryall On all interior ~alls dryw~l] wi].l be hung, finished and painted. Excluding tiH:! s~reb1 rvcr.t .:lnd U~~ shwJ., 'The pa.int will be one coler. {fl=t whit~) -Roof A 3 inch structl~t"iL; :c-o-:: qr.r:.E>::" v-Ll_1 hE' i.r..s+-,;:olled. Appro- ximate size is 28x4~ fe~t. P~st &nd ~au~ a~D in~luded, also gutter and fascia. -ElectL.i~ All electric is included, which includes a 100 amp serv- ice and a 50 and 30 3~p motor home plug. Homeowner is to ~<.J.:':'::~;!:..l~ al-L ./,. ~({lJ.: 1':i<':..ln~~ Q,1,j ceiling fans. -Plumbing A five foot shower, 1j~4b~1 to.J.la.:, vanity for bathroom, a 30 gallon water heater, wet bar (24 inch), and plumbing for washer and water faucet outside are included. Any ur~:r e(.1'=Jf, a:; [;!.: 1.:> cc::>t of :'::.~t.~..":,.;r; \-7j 11 be ~ha1.'l;'fed to customer. ConcL'cict (.H.i.,;o n->l :..n.;l.lde j nfl,jct if~'=S cr fl~)or coverings, or landscaping. Ccnt~8ct d0~~ include permits and tax on cost of the job. Contract amount is 32,110. dollars. 500. dollars at signing for permit. At start of job 12,000 dollars then once the job is framed and the roof is on. Another draw of 15,000. And the remainder at completion of~. . ,~/__L__ conttacters.signatur~~~_~_j(~ Customers s~gnature---~~~~ ___ ...-' ~C-......_ --~r""--'- .~ (; ~ '\L!JM'NU~Jf j ~'f!1Y th}f(~. 788.8628 '~:.'.'; '19"7-0,)3(" .1 l !"an ~;;!1.'H66 , ::' : .e,' B )'l,j'."d 'nsur~d C 1 ..A. 08725 F ~ u066 "~l() lnF5 - '- .) PLEASE INDICATE THE ABOVE NUMBER WHEN ORDERING TO / //,' V, , ! 'L! >'//: ',-) ! re,' :S/O(t/) QUOTATION DATE SALESPERSON q- 7-- c' ej ,J-( ;',"') I) / 'I dO /, '. ,. ! /J J INQUIRY DATE INQUIRY NUMBeR \ 9'1/-",?6?-09r{.., '.1,'.;' // q//('- "';-./ ~ - ,Yj'7q, .L,,( It' (;.. -<<' ".- (i lc)j- ,0._ 't 3'1/ 7 -, r-- ~~J(-l /?~~J': I ~; TO t(.. r n1tf<.. II'; -e ..Dr. ESTIMATED SHIPPING DATE > QUANTITY I SHIPPED VIA I FO.B. DESCRIPTION TERMS PRICE AMOUNT -r "0 r./';r:; rv) P t-- f '-..... ,'-~ I'..rJ '-'"\ ~7r." L. t' 110;--', " /h (".f-: "'tl....ire] t - r~ , ,;; / /; J-/ <:-- cl. "-...-.... --I oj si~6 i.) y/ -;; ---~; . ":J "" /I)C; l,c ,,/(7 i.nOr ~.J'/, <. j i i ." 7L)'?, t /1 ,\..J 5 c:.A -e ('r) (001'1-1 ~ i..-r. 1.7 (., . / s-I? eel, /) .., 'J I ' or" ~,;/ Y <. <-I v"'-r , ! .s !! I I :"" l". .,,,//1<.."7/ .; I r (./ _A .. ,.e'0 f~. a ,I, , ) f1Y11! efbsl Ch#' >g 7 t? ?-o;t IY WE ARE PLEASED TO SUBMIT THE ABOVE QUOTATION FOR YOUR CONSIDERATION. SHOULD YOU ~~ AN. ORDER, BE ASSURED IT WILL RECEIVE OUR PROMPT ATTENTION. THIS QUOTATION IS SUBJECT TO THE CONDITIONS PRINTED ON REVERSE SIDE. AND IS VALID FOR --:; CJ DAYS. THEREAFTER IT IS SUBJECT TO CHANGE WITHOUT NOTICE. ~ -' ,/./ ./- " //,/ ~ ........~' ./ ./// / ACCEPTED}.. ',:---:' .._ /, """,,_.--<>-'l.-"1.~_ <=--~ .,.- ~cy011Jf .~~r .;::~~,:?>;'/:':/;'7 ',;;/" .., ... /.~ ;-..: ~-",,_.~. . -,7,_.(/' '-../ ':I~/' DATE .- / C" 5&~ () , ..::L oOG ACCEPTANCE i I i I I i I ~, ! ~ i ,,\ I I ~ ~ , I ,~ "5. _"'-- " I.;J "I i rl I l' ~ 8tl ~ . \ I , { I I \ STf"e:!... ?ioFZA& E \ "p=.a ~-)-' --f , , i i ! ' ~ S"-"fS," RM II ~~ P0T~,v ^~~: /" ,A, C~\/~ ~'"\>,_ \ r. ,_ ..\ \\ \ \ Sil:.e.!.- /" J. PY.; E . .:p \ : hQ Av? 0- PL:)"-S> . '0 30 A~~f o ~ / /51' (cE,l) / DO!:R.. IDa AMP .srRvlc~ " I , '--------- / . / / / I -<>- U-r'LrlY !2-t)OM ~ GJ 8GJ @ /I' - '11/ ST;:E '..- P :).i)C: I 0'11 ;5 - 0 / / 1/ 3/ - r...o I 8" /5 - t- t- -- -, ~ 3)(3;<.., 12.5,~L~ "'--2.x..9t,.(. 0]2. 6.T"\,6, RV -POf-i - '-")'J['1Pu21TE=PAN [[-=J~OOf --- ---- - I 2.6/:< LiZ ~ j I , I Alilt,.. , ~ -.A_, I A~c.n~ : '1'- I L - ~~..::.:___ ~ 3D" I - - {- 7'-t)J1 , a \, ~ [ ....." ~l '-('\ "'1>- , :1-- _\ ~ 39'- 0/1 ~ t [ 6LM:;; RM. d) (/'-811 ;\~Z1l4-rj -/J- I ~ '^ It -fD, .. ~ ~. 'l~[)V.~"""""" I I' . eo' T , ~', , , I '2.:<'4:<.077 <MG. tAR POIZ-r CD NC Keit DRIVE';.-v'Aj " / / " 'J i , ~ " I I I ! I \- _J 1 "",-3' ROOP-OVfRHArJC; 2 '.( 'l~.I2S 6.M.13. t q '_0'( ('(I ....... : I ! i I I i I I I .l.----l- I L 1__ j -r \ \. , ,'- --!0 l~rl- -<?- ! ~ loc i ~ \ w u ~ UJC:S:::: <f)~T &1 \- ro K) L 1O OCW\ \JI ill Z ca :z CL z (1) -<(' <t: T'- ~ON ~0:J (.j)(f) ~ - ~ ~ \L :1" .-J :s ~ O..g/'-o -1-J:' \.f)N~ 2..NLU -\-- """"'>0 ... \'of .;> ~ . O:z CC \.L -< D \-: cD w D:::: cL \- 2 <::) :::) 2 -: D=.. - - '""\3(;), > &CL L \Y c::c Z D. ::> Z~O <(:;2\- ~w ~~r- ~W~ L: (<) L 2: ~ ~ <C 0- ~~\1i O~~ G<=r <( ::) \ ~c5~ 'r- ~("'\ t- Z -~ I Or-- (.j3; cs::: w ~ -SIrE PLAN I. DL~ -ZLt-2lo- 21-co50-0aoO- 2fbO PARCEL EMERALD PDINf (p q I ,n _ _ ~'_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - -I " , , u . u I I I 5IDe./'6 f 3'1/-0" 13' ~ I \~ . T ~, RoOF I ~~E1Z~A~c;. : Dve:-RH.AN~ I RV PD12:f I I I I , t j ~CJ?Ef IJ \ 1<.00 H, I I~g I I , I , i i I i.J 10 I ~ 201 I I i l fl.-, CA Rf'OKT i I P-J.;i I l)f! 1../ ry I VR\VE It-J.A'/ I I I I I I I :BKrH I I , i I , } i I , n I , I '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- - - _ J ! 51 ~ K) / II I II .5CAL.-S"; ~ 'if :::: I - 0 PlA .S R~VI EO ::-,. ". T f2.:-...'"t- --=-0 u (-' "> e6c:::: .. 0") -.:c -,- )-.. 'r- cD =- c{l- t<) '> 1O \f) ex:: ill I 2WZ\S:) ~z:CO 4: < l'- I ~ ON I ~3 i <I:: i [L r:f: ~ Q 'j- Il'1 ~ ~ - \J) :j ~ ~ a~?- ...J -:i: <.f)N\\.. 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II il ~ E3 , II i I I - '--------"' I I , ~ IVE (LEVAT I~~,J \'.( o \...L -~-1 \ f2 c.:) CL > c:::c , '" ~ / j 6'-~~,~[ --- A--:TI c.. '--> L SIDE EL-EVATIOf\J L :) -.J <C ("'0/,>-0- \....l.. \- r6 ~:::i~ u~:::r <::: - \ ~(j('<) 'r- t (\ r:-- z -~ / 0>- ~L I...U '::::c. UJ \-) \ 'I .=;CAt..f: y~" ~ \-D I r,~-~ __un _"J j L~_-:~_______ E iV] E [2' ,.::' L D PC! :\JT General Notes and Specifications: 1. Certain of tt\e following structures are designed to be married to block and wood frame structures of adequate structural capaci!y. The contractor / home owner shal venfy thaI the host slru<:lUre is In good condition and of suflk:ienl streng1h to hold the PftllXlsed addition, 2. If thera IS a question about the host structure. the own<< (at his own expense) shaM hn an arcMect, engineer. or a cern1Ied home inspection company to venfy host structure capacrty. 3. The following rules apply to attad"1ments involving mobile and manufactured homes: a. Structures to be placed adjacent to a mobile I manufactured home bu,. prior \0 1994 shal use 'fQur\h wall constM:tlon. or sheY provide detailed plans of tt\e mobile / manufacI1Jred home along wrth addition plans for site specdlc review end seal tly the 8I19ineer. This applies (0 aI utility sheds. ca<JlOrtS, and I or other slructureS to be atlacl1ed. J, Fourth wad construc:ion means t!1e additlon shal be free standing wrth only the root ffaslling of the tHO unib being atlacl1ed, The most common "fourth wal construction. is a post & beam frame adjaceot to the mobile / manufacttJrad home. The same span tables can be used as for the front wall beam. All fourth wal frames shall have knee bra<:es on boltt fourth waY frame and outer wall frame. Co FOl' mobile / manufactured homes buiM after 1994, structlJres may be attacOed, provided the project follows the plan provided in Ittis manual. The cootractot / owner shall provide venficalion of the structural system used to build the host slnJclIJte. do Any atladuTloot that ex1ands more than 2a from a mobile / manufactured home waf shall require site specdlc engineering. The 2f1 is measured from the mobile / manufactured home to the outside of the beam wad and does not include overf1ang. 4. SecOOn 1 con1ains span tables and the attachment details of pans and composite panels. 5. When using TEl< screws in lieu of S.M.S., longer screws must be used to compensate a dr1lI head. 6, SOMe LOCAL BUILDING DEPARTMENTS, SUCH AS PINELLAS COUN1Y. MAY REQUIRE ~INIMUM WAll 1111CKNESS OF EXTRUSIONS. CHECK WITH YOUR LOCAL BUILDING DEPARTMENT BEFORE I'VINNING YOUR PROJECT. SEE CONNECTION DETAILS (SECTION 7) ~ ~ ~ U ~ ~ ~ (/) f- (/) o J: ~ ~ :ij ~ FOOTING AND CONNECTION DETNLS SECTION 2 POST AND BEAM DETAILS AND TA8l.ES SECTION 2 12"xPAN (SEE TABLES SECTION 7) USE W TO SELECT PAN FOR REQUIRED SPAN W VAAIES FOR FRONT BEAM USE; A = W I 2+OVERHANG CARPORT WALL SECTION SHED IS FRAMED WITH FOURTH WAll (IF REQUIRED) OR ATTACHED TO HOST. MAXlMUM flOOR AREA 200 sa. Fr.. IF flOOR AREA IS GREATER THAN 200 sa. Fr. USE SECTION 4. ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 114. x 3-114" TAPCONS @ 15. O.C. FOR MASONRY OR #16d COMMON @ 15" O.C. OR 1#10 x 3-1.12. FOR WOOD OR 1#10 x 2.112" S.M.S. FOR" x 2. ALUMINUM OR #10 x 3-112" S.M,S. FOR 2 x 2 ALUMINUM 1. SHEDS AND UTILJ1Y ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHAll BE liMITED TO 16 Fr. iN ROOF SPAN DIRECTION AND 200 sa. Fr. MAXIMUM AREA. 2. AlL WOOD FRAMING AND SHEA1111NG CONNECTIONS SHAll BE IN COMPlIANCE WITH STANDARD 3UILDING CODE 1999 CHAPTER 23. TABLE 2306.1 OR AS NOTED BELOW. CONNECTION ""All SHEA111iNG 1.12. OR LESS TOP OR SOLE PI.A TE TO STUD A. END NAil a. TOE NAIL FASTENER NUMBER / SPACING #6 COMMON S. O.C. EDGES AND '2" D.C. FIELD 1i16 COMMON 2 #8 COMMON 2 /: ANCHOR WI111 HEADER CHANNEL '{VQOD FRAME SHED WI 2 x 4 PRESSURE TREATED PINE PLATE ANCHORED TO CONCRETE WI 1/4. CONCRETE FASTENERS @4'.{)" O. C. MIO-SPAN BEAM (SelECT '1.: FROM TABLE 2.1.1 AND / OR TABLE 2,1.2) FRONT WAlL BEAM (SELECT 'L' FROM TABLE 2.3) SHADING 1'(PE II DENOTES INTERIOR POST MAX. ROOF AAEA (SEE TABLE 2.1.1 AND lOR TABLE 2.1.2) SHADING 1'(PE I DENOTES EXTERIOR POST ROOF AREA (SEE TABLE 2.2. 1 ANDlOR TABlE 2.22) MIN. 3. x 3. x 0.000. 111RU-8Ol TED TO HEADER POST ANCHOR TO CONCRETE (SEE DETAIL REQUIRED POST) (TYPiCAl) I I f I LA2- ~ A1 j A3 -+ 1-- W = PROJECTION FROM -J A1 = W12 HOST STRUCT1..JRE A2 = W/4 A3 = W/4 + O.H. DOUBLE CARPORT WITH CENTER POST - PlAN VIEW ROOF CONNECTION DETAILS (SEE SECTION 7) ~IO-SPAN BEAM SIMPlE SPAN (SEE TABLE 2. 1.1 AND / OR TABLE 2.1.2) POST TO BE/oM (SEE TABLE 2.3) POST SIZE AND SPACING (SEE TABlE 2.2.1 AND / OR TABLE 2.2.2) ROOF PANELS (SEE TABLES SECTION 7) SEE FOOTING DETAILS 1lJ ~ ::l ... U ::l cr: ~ in o J: ~ L-- PROJECTION VARIES-1 DOUBLE CARPORT WITH CENTER POST - ELEVATION VIEW SEE CONNECTION r;- DETAILS (SECTlON 7) PAN OR COMPOSITE PANEL / ,S<' "OL" ''"'''0" " 1lJ ~ i:: u ~ ~ ~ ~ o J: '-' z: ~ B 2 x 4 LUMBER 112 S.P.F. (MIN.) OR 2. x 2. ALUMiNUM MAY BE SU8STIT1..JTED WI1110UT HURRICANE CLIPS FOUR111 WALL FRAMING WHERE REQUIRED UTILITY SHED WALL SECTION ( HURRICANE CLIPS FOR WOOD (SEE PAGE 2-5) 2 x 4 TOP PLATE @ ROOF {DOUBLE TOP PLATE ,F LENG111 OVER 15' TOP PLATE P.T. OR w/ VAPOR BARRIER@ AlUMINUM ROOF SHEA111ING; 7/15.0.5.8. OR 112" ?t YWOOD WI STUDS 24. O. C. OR STRUCTURAl GRADE 111ERMAl PlY WI STUDS @lS.0.C. ANCHOR \V1111 HEADER ~I CHANNel (SEE ROOF '.lJ CONNECTION DETAILS " ~~ i SECTION 7) ~ C4.IO f- ...I,1Ji ~ FRONT WAll aE/oM (SELECT u ~ ;liS I 'L' FROM TABLE 2.1.1 AND / OR ~ ~'O TABLE 2. 12) f- (/) ~i~ f- ...-- MID SPAN BEAM (SELECT 1: <.Il .J::'u.. 0 51<=- I FROM TABLE 2.1.1 AND / OR J: TABLE 2.12) '-' C4. z: ! N POST ~ I a (/) ~ , (/) I SELECT 3E/oM (SEE TABLE 1lJ I ~ a ;...-- 2. 1.1 AND / OR TABLE 2.1.2) I I SHADING 1'(PE I I I (SEE TABLE 2.2.1 AND / OR I A1 =W12 TABLE 2.2.2) I SHADING 1'(PE II .l<-A2 A2 = W/4 (SEE TABLE 2.2.1 AND .I OR 14.1 A3 ~ A3 =,'114 + O.H. I TABLE 2.2.2) ~... PROJECTION ~ cr: ~ ... U ::l ~ ... (/) t; o J: DOUBLE CARPORT WITHOUT CENTER POST - PLA.N VIEW 3' RECEIVING CHANNEL ANCHORS W/ (3) EACH #8 S.M.S. @ 12. O.C. (SEE ROOF CONNECTION DETAILS SECTION 7) MIO-SPAN BEAM (SEE SPAN TABLE 2.1.1) POST TO BEAM (SELECT FROM TABLE 2,3) POST SIZE AND SPACiNG (SEE TABLE 2.2) 11_ FOURTH WALL FRAME (IF REQUIRED) I ~ co> I ~ ROOF PANELS (SEE TABLES SECTION 7) SEE FOOTING DETAILS PAGE 2-15 i i ~ PROJECTION VAAIES --:- DOUBLE CARPORT WITHOUT CENTER POST - ELEVATION VIEW 111E DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE BASED ON 111E LOAD REQUIREMENTS FOR 111E FOLLOWING CODES: 1) STANDARD BUILDING CODE 1997. CHAPTER 16 INCLUDING ssm 10-96 2) BOCA NATIONAL BUILDING COOE 1996 3) TEXAS DEPAATMENT OF iNSURANCE WINDSTORM RESISTANT CONSTRUCTION 1998 NINO LOAD TO SNOW LOAD CONVERSION TABLE: 50 YR SNOW LCAO DESIGN SNOW LCAO <'IINO LCAO I BUILDING TY',>!O 5 - 2511/ SQ. Fr. 3.1511I sa. FT. 95 MPH / OPEN 26-3011/ sa. FT. 51-70 III SQ, FT. 100 MPH.I OPE'" 31.3511I sa. FT. 51-7011/ sa. FT. '20 MPH / OPEN 36-60IIISQ,Fr. 51-70 II/sa. FT. 110MPH/"NC'_O~D 61.701#/ SQ, Fr. i 51-7011/ sa. FT 120 MPH I ENClOSED SelECT ROOF OR WALL MEMBERS FROM AP?RO"R'.AT~BLES TEXAS CONVERSION TABLE; I I NINO ZONE I SEAWARD OF I.CW. . INLAND OF I.C.W. . . INTERCOASTAL ""ATERWAY 2 x 4 PRESSURE TREATED PLATE WI 3/8. x 4-112' CONCRETE ANCHORS @ 4'.(). O. C. ,SEE SLAB DETNLS) PlJRSUANT TO PROVISIONS OF 111E flORIDA DEPARTMENT OF HIGHWAY SAFElY & MOTOR VEHICLES DIVISION OF ~dOTOR VEHICLES RULE 15C-2, 111E SPAN TABLES, CONNECTlON DETAILS, ANCHORING AND 0111ER SPECtFICA nONS ARE DESIGNED TO BE ~iED TO CONVENTIONAllY CONSTRUCTED HOMES AND / OR MANUFACTURED HOMES AND !vlOBllE HOMES CONSTRUCTED AFTER 1984. CONVERSION FAC-:-ORS ~ ROOF I WAl~-=-1 0.67 i 1.00 0.74 I 100 JOB NAME; ADDRESS: NOTE; ""INO LOAD CONVERSION: SPANS AND HEIGHTS FROM TABLES ARE BASED ON 120 M.P.H. WiND LOAD. TO CONVERT TO 140 M.PH.'NIND LOAD MULTIPLY SPANS AND HEIGHTS BY 0.85 DRAWING FOR ONE ?EF.M1T ONLY 1999 -~.... (/) 0....1 IJ.J~ I:J (/)Z ~ ""2 (/) (/)(/) ....I 0:: - ~IJ.JZ~ > 0::0 f- O:J-w Ul-t:o UON O:JlJ.Jz j::O::oO ~I-o_ a. (/)0 f- 2NU (/)-., IJ.J 1-..... (/) o::~ 02 a.:J 0::......1 ~~ U .f- W ~ ~ . f:5 N 0... .... ~ ~ N (I).... ~-~i~ Q)(J.{l::; C'" z"'f:-2 ~oro:n C ... \: ,... ..,. Q)a:<~"" (DOOg:e .~~;;. W llJ 5 z ~ a <? ~ >< Q)~~~1: ()l;j....w C llJ ~ ijj Q)~~f- L.~al 3wd Cl3~~ .-Ji3 OF 8 "OH' PROJECT10N ~ '\": 1Z.{)" WALL UPLIFT EXAMPLE CAlCULA.TE UPliFT '\J' IN III L.F. FOR 102 M.P.H. ZONE = 'AP x 'LW 'AP = 25 III sa. FT. 'LW = 8'.{)" '\J' ~ 25 III SQ, FT. x a' = 200 III L.F. OVERHANG ~ OH = 'Z'{)" APPliED LOAD FROM TABLE 4.3 = 'AP LOAD WIDni ~ 'LW = 'PO /2 + 'OH' = 8'.{)" OPTIONAl SHEAniING: 7/16" O.S.B. OR 112" COX NAILED 6' O. C, EDGES AND 12" O. C. FielD REQUIRED ANCHOR SPACING CAN BE FOUND BY ONlDING ANCHOR CA?ACrN BY niE UPliFT VAlUE PReviOUSLY DETERMiNED. EXAMPLE: FOR AN K-2.5 CAPACI1Y ~ 415111200 II 1 L.F. ~ SPACING OF 2.075 FT. niUS, STUDS AT 1Y?1CAI. SPACINGS RECEIVE ANCHORS AS FOUOWS AlLOWABLE UPliFT PER ANCHOR STUD SPACING 12" O.C. 16" D.C. 24" D.C. H 2.5 SPACING AlTERNATING STUDS EACH STUD EACH STUD SIMPSON H 2.5 H 3.0 H S.O 'SP 1/2 UPllFT RATING 41511 455# 45S# sa5# ABOVE EXAMPLE CAN BE USED TO CAlCULA. TE UPLIFT AND ANCHOR SPACING FOR No('( APPliED LOAD OR WINO LOAD "SP 112 ARE USED FOR DOUBLE TOP PU.TE IF COIL STRAP, CONTINUOUS FROM TRUSS RAFTER TO PERIMETER JOIST, IS NOT PROVIDED BY niE MANUFACTURER REMOVE VINYl SIDING AND SOFFIT ON mE WAU AND INSTAlL SIMPSON GS-16 COIL STRAP FROM TRUSS / RAFTER TO BOTTOM OF PERIMETER JOIST @ EACH TRUSS / RAFTER. NAJl STRAP W/16d COMMON @ TRUSS RAFTER AND PERIMETER JOIST, SCREW COil STRAP TO SHEA nilNG WI #3 x " DECK SCREWS @ 16" O.C. VERllCALL Y. REPtACE ViNYl SIDING. ?ROVIOE NEW 4', 6" OR a" x '6" CMU PIER ANO SOUD FOUNDATION BLOCK @ 5'.{)" 'M)(. O. C. ALONG ATTACHMENT WALL INSTAlL NEW AUGER ANCHOR @EACHNEWPIER. iNSTAlL 112" CARRIAGE BOt. T niRU PERIMETER JOIST AND STRAP TO NEW AUGER ANCHOR. TYPICAL WALL SECTION FOR ATTACHMENT TO MOBILE / MANUFACTURED HOME r--- / SELECT SEAM FROM TABLES 2.1.1,2.12. AND 2.1.3 I , BEAM SPAN ,', 0'--- USE WI2 FOR BEAM SIZE -,I< . SEE TABLE 2.1.1 AND / CR TABLE 2.12 (AFTER COMPUTING 'A' FROM PAGE 2-1,2.2 OR 2.3\ POST SIZE (SEE TABLE 2.2.1 AND I CR TABLE 2.2.2) SIDE VI'CW FOURTH WALL FRAME ,~ ---.I' 1...-..-.....- SEAM SPAN USE WI2 FOR BEAM SIZE (SEE TABLE 2.1.1 AND / OR TABLE 2.12 I AFTER COMPUTING 'A'lJ\RGEST VAlUE)- SIDE VI'2N SINGLE OR DOUBLE BAY CARPORT SPLICE TO BE LOCATED 1/4 TO 1/3 BEAM SPAN AND STAGGERED ON EACH SIDE OF SELF MATING BEAM SELECT FASTENERS FROM TABLE 1.a d = HEIGHT OF BEAM BEAM SPLICE SHALL BE MINIMUM d. ,50" HEIGHT 2 x (d . .50") LENGT11 DENOTES SCREW PATTERN NOT NUMBER OF SCRE'NS f- d-.50" -f- d-5()' -<' ,. MAX. ~ + .~ f; l~ i-~ ++t'" : : ". 1-'" ,'!MX. 175"1- + . +1+ r;5" ~ q + -I. I TYPICAL BEAM SPUCE DETAJL MAX BEAM SIZE KNEE BRACE 2" x 2" x 0.036" 2" x 3" x 0.050" 2" x 3" x 0.050" 2" x 3" x 0.050" )" x 3" x 0.09)" 2- x 4- 2" x 4' 2" x 6" S.M.B. 2" x a" S.M.B. 2" x 9" S.MB. r \'II - OVE~-:l ~ t~--r"~- >AR:" ~. ~ II r-I~ hi I i I ~~ NOTE: FOR BEAlvl SPAN LENGn; .{t.,' FOR TA.BlE 2 EQUALS mE lARGER OF: Al=W A2 = W/2+0.H. DOUBLE CARPORT KNEE SRACE (REQUIRED) 2" x 3' x 0.050" POST SIZE (SEE TABLE 2.2.1 AND / OR TABLE 2.2.2) PlATE TO SE SAME nilCKNESS AS BEAM WEB PlATE CAN BE INSIDE OR OUTSIDE BEAM OR LAP CUT FASTENER SIZE. NUMBER AND SPACiNG (SEE TABLE 16) BEAM IF REQUIRED FOR KNEE BRACiNG 1/2 r- , SLOPE RIDGE CAP RIDGE BEAM (SEE TABLE 2.1.1 AND / OR TABLE 2.12 USE 1'1/2 FOR LOAD WIDni) rW/4 I '1'//2 CENTER SEAM CROSS (SEE TABLE 2.1.1 AND / OR TABLE 2.1.2 USE li4 FOR END FRAMES AND I.J2 FOR CENTER FRAMES) POST (SEE TABLE 2.2.1 AND I OR TABLE 2.22) z i 9 '" vv ; W/41 I PAN OR COMPOSlTE PANEL ROOF 3- x 3- NOTCH POST TO RECEIVE BEAM WlT11niRU-aOL T3 (PER TABLE 2.3) WITW LOCK NUT TOP AND BOTTOM r- li4 i GABLE CARPORT FRONT ELEVATION I.J2 LOAD WIDT11 FOR CE."ITER BEAM ,- 1 (SEE TABLE 2.1.1 AND 1 OR TABLE 2.1.2) I li4--./' I - - - - - r- - - - -'- - - - - -- - -- [I RIDGE BEAM -.J i I == = == = == = = == = =1'= = == = == = == = == == END BEAMS / SIDE BEAMS CENTER BEAMS CENTER FRAME END FRAME / L z i ;. '" NOTE: KNEE BRACES REQUIRED IF POSTS ARE NOT SET INTO CONCRETE FOUNDA T10N GABLE CARPORT SIDE ELEVATION r W- , MONO-SlOPED ~ ovJE~G ~ I . MINIMUM SLOPE SHAlL SE '12' PER 12" EXCEPT FOR 0026" PANS FOR wtilCH ;-HE SLOPE SHALL BE 314' PER 12" FOR SPANS EXCEEDING' 2'.{)" OR MANUFACl1JRERS RECOMMENCED SLOPE END VIEW DOUBLE CARPORT (GABLED) '2 .. N llJ ... ~ ... z ~ : o:l , bll SHADING DENOTES \W()MUM ROOF AREA FOR COLUMNS AND FOOTING KNEE BRACE SINGLE CARPORT , SlOPE 112 '2 i W FOR BEMI SIZE " I SEETABLE2.1.1ANO I , OR TABlE 2.1.2 AFTER COMP\JT1NG 'A' LARGEST VAlUE POST SIZE AND SPACING PER TABLE 2.1.1 AND I OR TABLE 2.2.2 ,"I0TE: KNEE SRACES ARE REQUIRED IF POSTS ARE NOT SET iN CONCRETE FOOTING END VIEW SINGLE CARPORT (/) 0-' UJ<( I:J (/)z <( 06~ (/) (/)(/) -' O=UJz~ ~O=OI- O:J-UJ <..)I-!:::O <..)ON O:JUJZ i=O=oO <(1-0_ 0.(/)01- ~N<..) (/):J UJ I-z (/) 0:_ O~ 0.:) 0=-, <(<( <..) .f- W ~.. . ~ N a. .... .. :;)N U)e'l :tnS Ii ~ Q)U .~ c:f-~"'t'D c:~~~~ Q)~<~~ CIJ....~~~ . ~"'!>J ~ LlJ~55~ "':I:~ ~:l:;gfuu. '-'LUC"1...... c llJ ~ CJJ Q)~~... ... ~ (%I ::llJd ~~a: -.Ja OF 8 -r~ IF TOP OF GRADE COMPACTED BACK FILL ...-- 3" x 3" POST (SEE TABLE) (2) 2" x 2" x .t" ANGLE OR ~ (1) U CHANNEL x "t" N ~ 318" x 3- 1/2" BOLT . 80 LB. 2500 PSI 't" IS 1111CKNESS OF ~ CONCRETE PRE.MIX REQUIRED POST '" -.-- I I 3' EXTRUDED ALUMINUM l J BASE ~6" 'Z..o" MIN. BEFORE SLOPE 1-' ..(: I I : I~ I ,'" ~ I I J II I I II ALUMINUM/STEEL COLUMN SEE SECTION 9 FOR ANCHORS '1.J CHANNEL (SEE SECTION 9 FOR CONNECTIONS) CONCRETE ANCHORS (SEE SECTION 9) (1) #Sill BAR CONT. rJl'~ . W"'I - ~;7 .~ -< " 0( N I . >~, I , .. (1) #Sill BAR CONT. J1b",'~" . ~ ~ _/~ ~ - - ~>' ..'. , : I I ,(---,(- 6" TYPE II ~DERATE SLOPE FOOTING 2"/12" - 1'-10" CONCRETE Su-a OR FOOTING POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL RECEIVING CHANNEL TYPE I RAT SLOPE / NO FOOTING 0-2" /12" TYPE III STEEP SLOPE FOOTING > 1'.10" SEE SECTION 9 FOR ANCHORS NOTES: 1. NO FOOTING 0111ER T1-IAN 4' Su-a IS REQUIRED EXCEPT WHEN ADDRESSiNG EROSION UNTIL 111E CARPORT OR PATIO COVER EXCEEDS 20'..0". 111EN A MINIMUM OF A TYPE II FOOTING IS REQUIRED. 2, FOR WOOD FRAME UTiliTY SHEDS 111E MINiMUM DEPTH OF 111E FOOTING SHALL BE 10' FOR TYPE II FOOTING AND 14" FOR TYPE III FOOTING. 3. MONOU111IC Sv-aS AND FOOTINGS SHALL BE MiNIMUM 2,500 PSI CONCRETE WI1116x6-1Ox10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN liEU OF WIRE MESH. 4. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE 11 FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. ALUMINUM/STEEL COLUMN 2" x 2" WITH WALL THICKNESS EQUAL TO OR GREATER T1-IAN COLUMN WAlL ALUMINUM POST AND BURIED FOOTING CONNECTION CONCRETE ANCHORS (SEE SECTlON 9) CONCRETE Su-a OR FOOTING 3" x 3" POST T1JRN BOLTED" TO ANCHOR RISER POST IN CONCRETE rl41ll BAR 12" LONG POURED CONCRETE (REFER TD TABLE 2.4) (j) 0-' LJ.J~ J:~ (j)Z .~ ~ (j) (j)(/') -' O::Wz<i ~O::OI- O~-W (..J1-t:0 (..JON O:::lWZ f=O::OO ~I-o_ 0.(/')01- ~N(..J (/')-., UJ I-...J (j) o::~ O~ a.~ 0::-, ~~ (..J / I POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL ANGLE CLIPS 2-314" x 2-314" x 2.1/2" LONG x 118" T1JBING WELDED CONNECTION FASTEN (SEE TABLE 2.5) SLAB-FOOTING DETAILS iNTERNAL EXTRUDED AlUMiNUM BASE OR BREAI< FORMED U-CU? WI111 WALL EQUAL TO OR GREATER T1-IAN POST WAlL NOTE; A TT ACI-IMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-ST ANDING COVERS ALUMINUM I STEEL COLUMN CORROSION RESISTlVE STEEL 111RU BOLT PER SCHEDULE SEE SECTION 9 FOR CONCRETE ANCHORS ~~ ~-~ I I' ,I- 12" -,(- ALUMINUM STRUCT1JRE FOOTING 2500 PSI CONCRETE WITH (3) ~ BAR CONT. MINIMUM 2.112" OFF GROUND ~~ , .~ -;(' 8" ,('- ALUMINUM STRUCT1JRE FOOTING 2500 PSI CONCRETE WITH (1) #S BAR CONT. MiNiMUM 2-1/2" OFF GROUND RIBBON FOOTING TYPE I > ~'v 12" X 12" X 1/4" PlATE 3-1/2" CONC. StAB . POST MAY BE FILLET WELDED DIRECn Y TO BASE PlATE CONCRETE Sv-a OR ~ FOOTING POST TO CONCRETE CONNECTION TUBE COLUMN BASE SCHEMATIC INTERNAL BASE RIBBON FOOTING TYPE II ISOLATED FOOTING .BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION 12 112=- ____ GALV. METAL STRAP (14 GA. X") 8" X 8" X 1 S" CONCRETE BLOCK 12" ALUMINUM PANEL ROOF (SEE TABLE 2.5) RECENING CHANNEL ANCHOR AlUMINUM FRAME TO WALL OR StAB WITH 1/4' X 2.1/4" MASONRY ANCHOR WI111IN 6" OF POST AND 24' O.C. MAXIMUM (1) rl41ll BAR CONTINUOUS (1) rl41ll BAR AT CORNERS AND 10'..0" O.C. FILL CELLS AND KNOCK OUT BLOCK TOP COURSE WITH 3000 PSI PEA ROCK CONC. DECK CONCRETE CAP BLOCK OR BLOCK (OPTIONAL) RJBBON OR MONOLl11-1IC FOOTING (IF MONOLl111IC SLAB IS USED SEE NOTES OF DETAILS NEXT PAGE) 8" X 8" X 16" BLOCK WAlL (MAX. 32") ~ 8" X 24' X 24' POURED CONCRETE PAD (2) #S BARS (18" LONG) EACH WAY .f- W ~_ . '" N 0... ... - ~ N Ul'" ::r~Li. <J) <.J - ~ Cf-~'l'..o ~ 0 "- '" CllJ~;e:g <J)~o(~~ aJoa~;e ,...J :r ___ . ~ ;- W (!; W~i55~ '1\'~::~ "":l:"'fu,,- C)llJ"'.... CllJ"'w <J)~~;- ~ ~ <ll ~OJo ro S ~ -.JG RECENlNG CHANNEL 12" ALUMINUM PANEL (SEE TABLE 2.5) CONCRETE POURED CELLS WI111 #S BAR (SAKRETE READY MIX .,,1 GRAVEL) PAD FOOTING ALUMINUM UTILITY SHED WALL (ELEVATION) ALUMINUM UTILITY SHED WALL WITH DOOR (ELEVATION) #8 X 112" S, M. S. INTO s= EACH RISER @ PANEL ENOS - ;~ ANO BOTTOM PAN ROOF BOTTOM CHANNEL (SEE TABLE 2.5) ANCHORED TO SLAB ~ W/1,4'QJ X l' PAN TO WA~ ~ EMBEDMENT CHANNEL(3)#8x1/2 EXPANSION BOLTS@ PER PAN 24' 0 C. OR CONCRETE ~ ~~R=:R PANEL ?AN TO WALL I -C (SEE TABLE 2.5) ~ 1 1/4'lllx 1-1/4' i:MBEDMENT II IT EXPANSION BOLTS OR ~ EQUAL DRIVE PINS @ 24'0.C. (2) #41ll BARS MIN. 2-1/2" OFF GROUND . '" KNEE WALL FOOTING FOR SCREENED ENCLOSURES ALUMINUM ATTACHMENT 12 112=- ,.- ) b:!:; ~lu >U.I rJl ;c CONCRETE FILLED BLOCK Sre.... WALL 8" X 8" x 16' C.M.U. (1) rl41ll BAR CONTINUOUS ---'1 \- I I -ir I RECElVING CHANNEL PAN WALL 2" x 2" x 0.044' BRACE FOR GREATER PAN ~ HEIGHT I (REFER TO TABLE 2.5) I 8' X 12" CONCRETE FOOTING WITH (N) #S BAR CONT. LOCATE ON UNDIST1JRBED ~T1JRAL SOIL (1) #5QJ VERT. BAR AT CORNERS AND ." O.C. MAX. FILL CELLS WI 3000 PSI PEA ROCK CONCRETE ~ 'x" 2 10'..0" 2 8'..0" 3 4'..0" h' W 32" , 2" 36- 12- 48- 1a- ~ . ALL MASONRY KNEE WALLS SHALL HAVE A FILLED CELL AND VERTICAL BAR AT ALL CORNERS 3-1/2" CONCRETE SLAB 6 X 6. lOx 10 welDED WIRE MESH OR FIBER MESH CONCRETE VISQUENE VAPOR BARRIER UNDER SLABS HAVING STRUCT1JRES ABOVE COMPACTED CLEAN FILL OVER (SCARIFIED) NAT1JRAL SOIL 90% DENSITY RAISED PATIO FOOTING KNEE WALL FOOTING FOR SCREENED ENCLOSURES 3-112" CONCRETE SLAB NOTE; .MAX. SHED FLOOR AREA 200 Sa. FT. ATTACH PANELS TO CHANNEL W/ (2) #8 x 112" S.M.S. EACH PANEL @ EACH END PAN WALL CONNECTION SECTION THROUGH UTILITY SHED OF 8 Table 2.1.1 Allowable Roof Beam Spans for Carports, Patio Covers, Table 2.1.2 Allowable Roof Beam Spans for Carports, Patio Covers, Table 2.1.3 Allowable Spans For CARRIER Beams in a Solid Roof, OPEN Structures Screen Rooms, and other Open Buildings with Solid Roofs Screen Rooms, and other Open 8uildings with Solid Roofs (102 MPH WInd Zone, Applied Load 2 17 lba I sq.1t) Aluminum Alloy 6083 T ~ Aluminum Alloy 6063 T ~ Aluminum Alloy 6063 T ~ Trlb\rtarv Load Wldttl Nlnd lone" 1 02 MPH 110 "'PH 120 MPH 125 MPH 140 MPH Nind lone" 1 02 MPH 110MPH I 120 MPH I 125 MPH I 140 MPH Single S.1f-M1ItI"'il Sum. a-~" I 8'~" I 10'-0" I 12'~" I 14'~" I 18'~" 18'~" I 20'~" 1 22'~" I 24'~" I 28'-0" I 28'-0" ADDlied Load 2 17111 Sa. Ft. 2O;t1 Sa. Ft. 2:l111 Sa. ft. 2611 Sa. ft. 32M I Sa. ft. Applied Load" 1711I Sq. ft. 20111 Sq. ft. I 2:l111 Sq. ft. I 2611 Sq. ft. I 3211 Sq. ft. Allowable Soan "t " ... Load WIdth 2" x )" x 0.045 Hollow 5 5'-9" 5'.11 5.7" 5'.)" 4'.9" Load Width 2" x Ii" x 0.050" x 0.120" Self Mating Beam 2" x 4' x 0.031" x 0.100" ,O'-4' 8'.11' 8'4' r-4' 6'.9' 6'-4' 5'.11' 5'-9' 5'.5' 5'.2' 4'.1" 4'.10' S' 5'.1" 5'.5' 5'.1' 4'.9" 4'-4' a- 15'." 1)'.11' '2'., ,. 12'.2' 10'.' " 2" x S" x 0.050" x 0,100" '2'.10' 1".,' 9'.1" 9'.1' 8'.5' r.10" r.s' r.{j' 6'-8' 6'.5" 6'.2" 5'.1" 7' 5'-9" 5'.,' 4'.9" 4'-5" )'.1" 8' iJ/..,. '2'-' . ,,'.)' 'O'.7' 3'-9' 2' x Ii' x 0.050" x 0.120" 15'-'" '3'.1' 11'-8' 'O'-8" 9'-11' 9'.3" 8'-g" 8'-3' r-1" r.7" r-)' 6'.11' 8' 5'.2' 4'.9- 4'-5' 4'.2" 3'.9' 9' , 2'-4' 1 "-4' 'O'-'" 3'." . 8'.1' . 2" x 7" x 0.055' x 0.120" 17'-4' '5'4' ,3'-5' ,2'.3' 11'-4' 10'-7" 10'.{j' 9'-9' 9' 4'.,0' 4'-5 4'.2' 3'.1,' 3'-8' 10' , ,'-8' 1 O'.g' 1O'." 9'.5' 8'-8' 9',,' 8'-8' 8--4- 8'.{)' 10' 4'-7" 4'.)' )',1 ,. 3'-8' 31-4- 11' 1 ,'-2' 1 O'-3' 3'-7" 9'.{j' 8'.,' 2' x 8" x o.on" x 0.224" 22'.{j' 19'." 17'-" 15'.7" 14'.5' 13'-9" '2'.9' 12'." 11'-8" '1'4' 10'.7" 10'.2' 11' 4'-4' 4'.{j' 3'.9' )'-8' 3'.2' '2' 'O'-3' 9'-10' ".2' 8'-8' r.g' 2' x 9' x 0.072" ]( 0.224' 24'-5' 21'.2" 111'.'1' 17'.3' 15'.11' 14'.11' ~4'.,. 13'-4' 12'.9' 12'.2" 11'.9" 11'-4' '2' 4'.2' 3'-,0' 3'.7" )'.5" 3'.,' 13' 10'.3' 9'-5' 8'.10' 8'.)' r-8' 2" x 9' x 0.082' x 0.306" 26'-4' 22"'0" 20'.5' , 8'-8' 17'.)' ',6'-2" ,5'.3' 14'.5' 13'.9' 13'-2" 1 2'-8' '2"2' Load WIdth 1" -", )" x 0.050 Hollow Tilt 14' 9'.11' 9'.,. 8'-8" r,1'" r.2' S r-4 6'-g' 6'-4 5',1' 5 -4' 2" '" r' x 0.055" x 0.120' Self Mating Seam Trlbutalv Load Wldttl Ii 6'-3' 6'.2 5.9" 5'.5 4'-,,' Load Width Double S.lf-Matlng 7' 6'-)' ~.g' 5'-4- 5'4' 41-6- a- 16'-',' ,5'-8' 14'-7" 13'-8' '2'-4' Beam. 10'-0' I 12'-0" I 14'-0" I 18'.()" I 18'-0" I 20'-0" I 22'-0" I 24'.()" I 28'-0" I 28'.()" 1 30'-0" I 32'-0" II' 5"'0' 5'-4' 4'-'1' 4'-3' 4'-)" II' 14'-3' ,3'-8' 12'.7" , 1'-10' '0'-3' Allowable Span "t " 9' 5-8 5'.1 4'-8' 4'.5 3'.'1 a- 13'.10' '2'.9' ,,'.,,' 11'.2' 'O'." 2' ]( 8' ]( 0.072" JC 0.224" 24'.,' I 2Z4' I 20'.5" I '9'.,' Ilr.'1'l 17'.,' I 16'-3' I 15'.7' 114'.11'1 14'-5' 113'.", ,)'-8' 10' 5'-2' 4'.9' 4'-8' 4'.2" 3'.9' 10' 13'.2' 12'.,' 11'-)' 1O'.7" 9'-7' 2" ]( 9" JC o.on" JC 0.224" 26'.9" I 24'-5' 2Z-7" I 21'.2" 1 ,9'.11' 18'-11'1 HI'.{j'1 17'.)' I '6'.7" 115'.11'1 15'.5' 114',11' 1" 4.1,' 4'.7" 41.3- 4'.{j' 3'.7' 11' , 2'-8' 11'.7' 10'.9" 10',' . ".2' 2" x g' ]( 0.082" ]( 0.308' 28'.10'1 26'-4' I 24'.5" 12Z-10" J 21'-8" r 20'.5' 119'-8' I 16'-8' 1r.11'1 ,r.)' I 16'-8" ,6'.2' 12' 4'-9' 4'-4' 4'.,' )'.'0" 3'-5' 12' 11'.11' 11'-,' 10'-4' 9'-3' 8'-9' Load Width 2' JC 4 ]( 0.050 Hollow Tilt 13' 11'-8' '0'.7' 9'.,,' "-4' 8'-5" Double Self Mlltlng Trllxrtary Loed WIdth 5 9''{)' 8'-4' r.g' r-4' ~.r a- 8'-3' r.7" r-,' 6'-8" 6'.{j' 14' ",-,. '0'-3' ,,-9' 8'. 11' 8'.,' l3eam. (/') r-3' .{j' 6'.7" 6'-2' 5'-7' Load Width 2" JC a" x 0.072" JC 0.224' Self Matin<lBeam 2 JC 4 Self Mating l3um 10'-0" I 12'-0"1 14'-0' r 18'-0"1 18'-0"' 20'-o"r 22'~" I 24'~' I 28'~" 211'-0" I 30'-0" I 32'-0" 0 ~ added to T op.tBottom II' r.2" 6'-7" 6'., 5'.9" 5'.2' II' 22'.{j' N-4' 18'.' ,. 1r-10" 't~.,. r;;Wnak:ula, to webs) Allowable Span "t . W 9' 6'.'1' 6.2' S.g 5'.5 4'.11 II' 19'.,' 17'.7' 16'.5' '5'.5' ,),.1" 26'.2' I I 22'." I 20'-8' I 19'-9' I 18'-9' I ,r-3' )16'-1"1 '6'.)' :r ..." 10- 6'.5" 5'.1" 5'-9' 5'.2' 4'.-8- 1~-r ,5'.5' 14'-8' ,)'., . 2' '" 8' x 0.072" x 1).224' 15'-3' I '5'.,' I 14'-8' (/') Z 9' ,r.1" 2" JC 9" ]( 0.072" JC 0.224' 28'.10'1 26'.)' I 24'-4' I 2Z.9" I 21'-8' I 20'-4' I 19'.5" I 18'.7" I ,r,10' -< 11' 6'.,. 5'.,. 5'.3' 4'.11' 4'-5' 10' ,r,,' 1S'-9' 14'-3' 13'-9' 12'.5' ,r.2' I 16'.7" I '6'.,. o(l ~ 12' 5',,0" 5'-4- 5'-0" 4'.9" 4'-)' 1" 16'.)' 14'-1,' '3'.1" 13'.2' 1".,0' 2' x 9' x 0.082" JC 0.306' )0'-9' I 2r.10" 125'.10" I 24'.2' I 2Z.9' I 21'.7' I 20'.7' I 19'-8' 118'.1,' 18'-3' I lr.7" I 1r.,' (/') (/') Load Width 2" JC 4"", 0.031i" JC 0.100' Se'f Matinq Seam Not..: a:: (/') w 12' 15'.7' 14'-4' 13'.5' 12'-7" 1,'-4' W Z....J 5'- 11 -4 10'-9' ~.<r 9'.2" 8'-) 14'.11" 13'-9' 12','0" '2'.,' IO'.1'" Abo'-ie spans do not include length of !<nee brace. Add hOOzootaI ienglh of knee brace to above spans for total beam spans, W a:: OCO 6' 10'-4 9'.7' 8'.11' 8'.5" r.7' 13' > :J --< 7' 9'-7' 8'.,0' 8'.3' r.g" 6'.11' 14' 14'-5- 13'.)' 12'-5' 11'-3' 10'-8' 0 f- f-f- a' 8'.1,' 8'.3' r.g' r.)' 6'.7' Load Width 2" JC 9' '" 0.072" JC 0.224" Self Mating Beam Wind Zooe Convel'3ion: Table is constructed for,02 mph wind zone. open structure (17 ibslsqtt), to convert taOOlar value to higher (m0f8 U U ON a- 8'-9 1".10 r-)' 6'.'0" 6'.2' S' 24'-5- 2Z-9' 20'.1" 19'.9' ,r.g' severe) 'Hind zones. multiply by the f~ in the following Conversion Table: 0 :J Wz 10' 8'.{j' .5' 6'.',' 6'-9' 5'.10' II' 21'.2' 19'-8' 1a-.2. lr,,' 15'.5' j:: a:: 00 11 r-fj' r.1 6'.7" 6',2' 5'-7' a- ,9'.1" ,8'-4' lr.2" 16'-1 . 14'-9' Nind Applied Convenion -< f- 0- (/') Of- 12' -4' 6.9" 6'-4' 5.,," 5'-4 10' '8'.11' 1r-5' '6'.)' '5'.)' 13'.9' lone Load F actOf' a. NU Load Width 2"", 5" JC 0.050 ]( 0.100' Self MatJnq l3eam 11' 18'.{j' 16'.7' IS'..,' 14'.7' ,)'.2' '02 17 1.00 (/') ~ W 5' ~41.'. 12',' " '2'-' . '1'.5' 1 O'-3' 17'-)' 15'.,,' 14'.10' 13',1,' 12'.7' ,10 2Q 0.92 f- :J (/') a- 12'-10 11'.10' 11'.,' 10'.5' 9'-4' 12' '20 23 0.86 a:: ~ 7' ''-':-11" '0'.11' '0'-3 9'-7 3-3 13' 16'.7" 15'-)' 14'.3" 1)'.5' '2'., . 125 26 0.81 0 ~ II' 11'.,' , O'.3' 9'.7' 8'-11' 8'.,. 14' 15'.1,' 14'.9' ,)'.g' 12'.' " 11'-3' 140 32 0.73 a. 3 9' ',O'-8" 9'-3' 9'-0" 8'-8" r-8' Load Width 2' x g' x 0.082" ]( 0.306' Setf Matinq l3eam a:: 10' 9'-1,' 9'.2' 8'.7' 8'-1' .3' a- 26'-4' 24'-4' 2Z-8" 21'-4' ,9'.2' -< -< l' 9'-9' 8'.9" 8'.2' r-3' 6'-' l' a' 22'.10' 21'.{j' '9'.7' 18'-5' 16'-3' U 12' 9'-,' 8'-4' r.l0' r-4' 6'.7" 9' 21'-6" 19'-,0' 18'-8" 1r.5' ,5'-3' Example: 10' N.5' 18'.10' 1r-7' 16'-8' 14'.1" For 2' JC 4' JC 0.038' JC A,' 00' Self. Mating Beam; Beam span bet'Neen uprights use load width to enter table. 11' 19'-8' lr.11' 16'.9' 15'.9" 14'.2' For'2' Roof Panel .. 2' Overf\ang; Load W1d\h = LW = 12' 12" 2' O.H. = 8' ; Enter table on left at 8' read 12' '8'-3' lr.2' 18'-0" 15'-" 13'.7' allowable span under required load; Thus for 100 M.P.H. 'Hind loadIliveload or 11 #/Sq. Ft. and Load Width = 8'-0" 13' ,r-11' 16'-8' 15'.5' 14'-8' ,3'.,' ,>- W ~_ Maximum Beam Span for 2" JC 4' x 0.050' X 0.100' = I 11'." I 14' 17'.3' 15'-,,' 14','0' '3'.1,' 12'.7" , f.,: N a. ...- Spans do not include length of knee brace, Add horizontal length of knee brace to above spanS flY total beam Note.: :::l N Above spans do not include length of knee brace, Add honzontallef19lh 01 knee brace to abeve spans for <I)'" spans. ~-~u:. "Note: touu beam spans. Q) U .:::: for small covers 2' x 2' beams may be used, (see table 3.1.1 for spans) CI-~1''' <:0""'" ClUf-"'''' Q)~~:::';f aJoag;e ~:t:__ .~r-~~ WlU5Z ~"'~i Q):r;g~", ()lU '" :l ~~VJ ,.;) 0 I.o<::ll ?: 'lU 0 CO S a.: ...Ji] ~UG 2 ~ ~~y/ SHE ' 7 I 5 OF 8 Table 2.2. 1 Allowable Attributable Roof AI" per Post lor Carports. Patio COVer1l, and otl1et Open Building. . ALUMINUM POSTS Aluminum Post NllidLood- '0 '10MPH' MPlr 144MPH AiiiilTod L<>od" 11 '1iSG. Ft.1 23ItiSCL Fll 2111/sa. Fl 3211SCL Fl mum AI bIe n u"" Feet fQ,; anoua ~ on Poat H.ighl L.oacI in lbS ~ ~ ~" ~ ::045" SIWI Ex1n<.Ioft~ :umlnunt 1'.- 6Ot3 T.f , " '03 1 30 7 55 1._ .1 I 7 I 5 48 - 204 150 T 52 l.a 38 :!OJ 53 45 I 39 35 29- L.oacI in Ll>o ~ ~ ~ ~ ::~ ~::- ~~ :uminunllow 6Ot3 T.f 2,n. 16 '3 \'9 l' 5& 250Z 141 ~ 1 78-- Uit J4 6116 50 "770 5' J L.oacIln Ll>o ) .) . O. 0 umlnum AI )1~ Ii- 1 \40 " ,,- 9 -7l 7B8 '05 8 7' 6 58 1 5 1- 5 43 042 61 5 4 40 33 L.oacI.n Ll>o ) .) . .~' Roll Fan ..... Aluminum Allow )'~ H.f4 3600 212 1 '5 133 '13 27 '59 '3 " T,04 ~ '00 '24 '0 91 a1 66 57 9 7 6lI 1 11 4 L.oacI n Ll>o ) .3 x O.~ H .lon . A umln..... 606J .f 401 200 H 148 I 131 ~a; '50 '2 ",,- 3830 1H 38 I 78 0 7 55 r 57 4 II'.T' !I".,II" "'.1 H''lIhI '.2' .. , -'1 ,M" . ,~ ...... , .. ,~ H "'hi '1~ , -1 14-8 ,.f lahI .1 1 .'0 1 .'-" , .111" 1 9&1 Exam9Ie: Find Root Aiea Needed: NM " 'A~ ~ Spad<1q .'S'; SlNdIn Pro,ection . W': A' S. (0'112. O.H.~ II"S"","N' '2', and O.H.' 2' Il1en: Aiea'. 5& Sq. Fl. For. '1)'-'" ;>osland '20 m.p.n. 'MOd load 0123.1 Sq. Fl post _ aM: I 61 I ') 2" . 3' . 0.050' Hollow fWrusion 2) AJ poQ SIZeIIi'sted beloW l!1e 2" . 3' . 0.0<<' Hollow SeclIon Nola: 'M1e<e job c:onc>Iloo. dictate a pool height of , '1 In a \ 20 MPH w1fld zooe, a 3' . 3' Roll Fonned COUUl NOT BE used beca.... _ t is more It18II , '1 tal ~ can only suPllOrt 39 Sf at root. on l!1e oltI.. hand. a 3' x 3" Flulod Poat WllI1a post hoig/1l at ,1)',7" can ",pport an......" '28 sq...... feel"""" Thus, d..... muot sallsfy bo1I1 h.,;gtJI and ...... rtIQ\JOmanlS. Table 2.. Footing. . Maxlmum Roof Are. for Carport Posts "HInd Zone. 102 MPH ," MPH 120 MI'HT '25 MPM I ~.o MPM Aj>pllod Lo.l . 17 SIFt.' 20 fIR.' U SIFt.' 21 SIFt.' I 32 SIFIf I ExJaUngS~-W1-I~ ~ 'Q 11 Rmlng . 520 ',000 Uplift IilaxJmum A/lr1IMabMl Root AiM I. 5auIA FMC 30 28 22 20 18 59 50 43 33 J' 71 68 57 51 41 120 '02 89 78 64 '50 '27 ", 38 30 155 '32 115 '02 B3 \~ 155 1"3 '21 '03 VO m ~ '71 1<< 324 278 2-40 2'2 , n 100_ Foodng Dlmeoslons- 1'.q'. 1'.q'. ".q' ~'-4.:t 1'-4- ...1"""- ,'-a".1'-o".,'-o" "~". 1'~". 2'.q' l'~',"~'x2'-o" 'l.q'. 'l.q'. 2'.q' 2'.q' x 2'.q'. 'l-l;' 'l.{l" x 2'.{l". 2'-0" 'l.{l" x 2'.{l".?.q' -- :_ Fooling :a . pound coraete reclan<JUlar solid (tan9111 . WldIl1 . ~ ~ Slab "" grade mu:ll be "" at in good coodrtion, P~aat Blo<:k Footing ~ footfng blocll ( ,.. . ,.. . ." I "* 24" below grade _ 68 . Ng ~lx conccole and *ldlllod III gnde. Olmonalons UDii1l Ratina . IilaxJmWft A/lr1IMabMl Root AiM In Sau... Foot \I eo. Baa 1.734 '02 87 I ,8 I 61 54 "80# B~ '8'9 '07 .1 I 79 T 70 57 n eo. Baa ,.904 112 35 I B3 I 73 30 ~ M!WI1'tUfT1 upuft. on;xl8l is detennined by muttipying ma:Qfnum at1riblJtabHI rod area lC ClPQlied:oad. Examp.e: P09l tnilutary rootllfY . 71' ~ted load for , , 0 MPH MOd zone . 21Jt11Sq. Fl UQlIft on post. 71 x 20' 1,S4(jjl '320 2040 2540 2S4O 3300 4000 .<800 Tabl.2.2.2 Allowabl. Attributabl. Roof .$or.. per f'ost for Cal"llOrtS. Table 2.3 S<:hedul. of POlt to B.am SIz. and Number of Thru-Solta Raqui,-.d Patio Covers, and other Open Building. . AlUMINUM POSTS Aluminum Alley 5Oe3 T.f Aluminum ?ost 300m MInimum . ThnHloa '" L-O+'~' MInimum MIn. . Ks>M 'Mnd Lo.-di . 102MI'H "0 MPH ~ 20 MPH '25MI'M 1.0 "'PH Size Poet SIzao 11.- . W-. ><Me B<-oc.' IInce ScAww A,aoUed Load . 11 tlSa. Fl 20 SISa. Fl.1 2J IiSG. Fll 28l11!l<L Ft 32~Ft. 2" x"j'. 0.05Il" Hollow "a 3.. J" 0.060' ~ 2 r."j' x 0.050" 3#4 "'ulmum AJIcwobMI Rod AnI. In s..u... Foot fo< Vot1oua Loada Oft Po.t 2" . .' . 0.05Il" Hollow 3"x 3" 0.060' ScaoloI>ed 2 r x "j' . 0.050" 3#4 HoIaht Load In Ll>o 3" . J" . 0.1l1lO' Hollow Ex1n<.1oft . Aluminum 1'.1"'- 606J T.I r . " . 0.038" . O. , rxr Sell M.ting Beaml3.. 3.. 0.060' Scail<x>ed 2 r I J- J; a.oscr 3#4 11.1<" 5.164 305 259 I 225 1 ',8 2" x 5' x 0.050' x O. '00 Sell Mating Baam 3"x 3'1 0.060' Scail<x>ed 2 r . "j' . 0.050" (3 #4 \ ..HT 3888 m I ,~ I '69 '50 "2 ~5.'Cf 3_02. '51 I 11' 11 " 2" I .. . O. 05Il" . 0.120' Sell Mating aea;r 3"x 3'1 0.060' ScaoloI>ed 2 r."j' x 0.050" 13.,0 1i..1a- 2253 '33 113 I :l9 8 7 2" . ,. . 0.055' . 0.120' Sell Mating _ 3" x J' . 0.093" 3 2 r ..' . 0.050" 13 .10 H~hI Lo.lln Ll>o 3' . 3" x 0. 1 U' Hollow ExtnJalon . Aluminum AlI~ 5Oe3 T.f 2" x 8" . 0.072".0.2:2.' Sell Molir"il sea". 3". J" . 0.093" 3 2 2" . ." . 0.050" 13 .,2 '3'.il" a 9' 407 I 348 301 268 2'8 2". il" . 0.072'" G.224' Sell Meting Bew1I 'J". J". (). '25" 4 3 2"..".0.050" (3 .,4 16'.,' 5HW 30 259 225 199 '62 16'-4 '.03 237 I 202 I 175 1 i~ 2". il". 0.082".0.306" Sol MaIin9 Bew1I 3".3" x 0.125" 4 3 'l:' x 4. X O.05Cf 13 .,. 2O'.r 3024 178 151 131 I 116 S5 The mln_ number 04 1IV\I bolIIls \21 HoIahl Lo.lln Lba 4" . ." . 0.'25" Hollow Ex1nJoIoft . Aluminu", AI"" 606J T .f . MIni"",", poo_ mey be ...... u mln...... "'- tnc;e 's'-rr 93'2 543 468 405 35& 291 16'.5 8. 4' , )49 I 304 269 218 2".0" 5432 32 272 I 236 209 17 2 4074 240 I 204 I '71 '57 '21 Wind L.oacI - A,aolJed L<>od . "'axJmum Hek hi Load In Ll>o , ., 11Ul~ 1. '.430 2. ,~ 2 . 43 He ht Load In Lba 1!1'~ 1387 21."- 11730 2?.o" 8 9Jn 25'-1;" 6900 H.lahl Load In Lba 28'-8- , 550 '3'-J" ~ 32'.q' 7 '50 34~ ~ Steel Post ,02MPH I '10MI'H I '2OMI'H '25MI'H 1.0_ 11 tl5<L Ft.1 ZO SISa.. Ft.1 23 IiSG. Ft. 21 ~ Fl. 320&.. Fl AlJoonbI<l Rod Are. in Sou... Foet fo< Vot1oua ~ Oft Poot ]" x 3' x 14 G.""" Poot . .. Iu.L SlooI 591 I OJ I 43 ~1' 437 I 3 '2 I 323 2 2 33z I 28 2 2' 178 257 I 2'9 I '90 168 '37 3" . 3" x '1 G.uoo Pool ' .. 1<.1.1. SlooI 934 l~ I 690 6'0 40if 6 sa 5'0 451 36 528 I 449 I J 345 280 408 I 345 I JOO 265 2'8 4" . ," x 14 G.uoo Pool. .. ltaJ. SlooI 744 533 550 487 395 5501_140 292 421 I 35& 1 311 275 223 324 J 276 1 23 2'2 '72 (/) 0- W<( J::) (/)z od<( (/)~ (/) ",,(/) W u..WZ.....J ~et:OCO 0......-<( U~t:1- UON O:)WZ j::et:oO <(1-0- ,,(/)01- u.. NU (/)~ W 1-:) (/) et:~ O~ 0-:) et:.....J <(<( U Table 2.5 A1low.b1e Spans I Heights fOf' Aluminum Pan. Utility Shed Roof or Walts 1.1/4".1:1".0.021" Pan" Wind Overil_ Condition _ /lONe 1'-0" t-O" 102111.P.H, 6'4' 'f,3' 11'.1" '10 M.P.H. ".5" 7'.{l" 8'.5' 120 M.P.M. 6'''" ".2" ".,,' 1.114".':1".0.03:1" Pan" WInd o.whano Coodlllon IUgIoft /lONe ,'-0" 2'~' '02 M.P.1t. 6'.". :/,.,' 8'-il" , 10 MoP.1t. 6'.2" S'.5" !I'," '20 M.P.1t. ,,~" ".". 8'.7" f- w<: . ~ N a.:s~ .U) ~~~.. Q) (.) - r::: ,...f-~'f", ....<:0....'" c:~~;e~ Q) 'l. < ~.... COOCgie I~~'U;-:;- W~56~ ,UlJ:~ Q)~~!l-u.. UlJJ"'~ C ~ .. '"" ~~Y)g~ ~ ~ 0- ....JiJ I UG 2~ ~vl S7T6/ { 1.31.' . 12" . 0.02S" C:_ P.n" WlHO 0... rflan4 Condition REGION /lONE ,.~" 2'-0" '02111.P.H. 8'-3" 8'.5" 1'1." II0M.P.1t. 6'-6" 8'.il" 8'.5' 120 hI.l'.M. 7'.". 8'.r 8'.\\' 1-31." x 1:1".0.032" Cloatod P...... Wind Ovomona ConditlOft ROQIoft /lONE ,'-0" 2'~" 102 M.P.1t. ''1.2'' ''1-4' 11)'.,,' 1101ll.P.H. 8'.5' !I'.7" ''1.2'' 120 M.P.1t. 11.'1' 'f.\\' :/,.7" 1,1/2'. ':1".0.021" PIt10l WINO Ootorn."" Condition REGION /lONe ,.~" 2'-0" '02 M.P.H. S'.'(], !I',"l.'I' '10 M.P.H, 8'.2" S'.5' 8'.'" '20 M.P.H, ".7" ".'" 3'.7" 1-112". 1:1".0.032" Panel Wind """"'.ana Condition ROClIoft ~ONE 1'~' t-O" '01 M.P.1t. :/'.,(]' ''1,,' l'1-a- '10 MoP.1t. 8'.,. 8'-4' !I'.". '20 M.P.1i. 'f-a' 6'.a" 1-4' 3". ':1". 0.0n' Ponol J". ':1". 0.03Z' P- WInd Overiland Condition Wind Ovomo.... Condition ~OII .';ONe ,.-0" 2'-0" ~OCllon NONE 1'-0" 2'-0" '02111.P.H. '5'.3' 15'-4" .5'.'1' '01 MoP.H. '6'.,(]' '6'-". '''-4' "0 M.P.H. ,.'.0" ,.'.2" '4'.7" "0 M.P.1i. '5'-0" 15'.a' '6'.,' 120 M.P.1i. '3'.,' '?3' '3'~' '20 M.P.1i. '4'-<;' '4'.a' '5'.q' Room Root P.... .pen -'W' .. shOwn on dra"Wll'9lo /Iota: 1". span inolall 2" x 2" . 0.038" fWrus"," ot M"od_n inaaasa soan oy 25~ rTlIJClmUlll s/led ....... OF 8 Table ~.1 WOOD -'ND CONCRETE FASTENERS FOR OPEN BUILDINGS I LOADS! AREAS """"mum AJIowabIe . Load and Mlr1buto1lle Root Ar.. rot , 21I1o\1'H WIn4 Zon. (23' Sf) .For WInd Roalono _ than 1211 MPH. U.. eo.........lon T.blo at il<Illom aI till. .,..,.,1 CONNECTlNG TO< WOOO for OPEN l!ulktl.- F_ lAogdI at ~umbot aI Fu-' Olomolot ErnbocImont 1 Z 1 4 '1.', I" 254lJ. \1 SF 52lJjJ. 23 SF 7m -:14 SF Hl56ot. 4S SF Ii.', '-If2" 3961. 11 SF 7921. 34 SF I1W.52SF 1584ot,69SF Ii.', Z-li?' 5801. 29 SF 13201.57SF 198OI-BeSF 254C1'I1SSF 5116"' I" 3121.'4SF 624#-27 SF SJ6jJ,41 SF 12481-504SF 5116"' I-If2" 4S8I,2OSF 9361,41 SF 1404#.61 SF IS72#,Sl SF 5116"' 2-1i?' 7801.34SF 158OI,BeSF Z34OI-102SF 312Q1.IJeSF 3/8"' I' 3561.'SSF 7121.31SF '06llI,4SSF '4241.62SF 318'" I-lf2" 534#.23 SF 106llI.4e SF 16021 o7OSF 21361.93 SF J/8", 2-1i?' B9O#.31SF 17801. 77 SF 26701. 115 SF 3S6OI.I55SF CONNECTING TO: COH<:Rlm! In. z.~ .... far OPEN s..11dIn;;, Fu_ lAogdI at ~bot of Fulllnon 0_ ~ 1 Z J 4 TYPE Of FASTE/ER. "QuJck Sat" ~ _ (RJnot ZMlK ~aiJla or EquMlantl 114" J I-Ii?' I 2J3j1-10SF 406.I,2OSF 69S1.30SF 9321.41SF 114" I 1" I 2701.'ZSF 54Qj!-23SF BIOI. 35 SF '~.47SF TYPE Of FASTDfER. Conc:rwl8 SCAW I Raw! TlDOM or Eau..... ntl 3118'" I-If2" 2461.11 SF 4m. 21 SF 7JajJ- 32 SF 3118'" 1-31.' 3U. .'4 SF 1l34I. 25 SF 3511.41 SF 11.', I-lf2" 3651.15SF 7301.32SF I095I,4eSF 11.', 1-314" 4651, 20 SF 9301,40 SF 13951.61 SF 318'" '-If2" 437',19SF 674.t,38SF 1311',57 SF 1,'8", 1-314' 601I'25SF '202I.52SF 18031. 76 SF TYPE Of F ASTEIER . Ex~1on Bollll (Raw! Poww Bolt or ElK IValand J/8". 2-1f2" '205I-S2SF 24101. 105 SF 36151. 151 SF 48201. 210SF 318'" 3-1i?' 130:lI-51SF 2tl()6jJ,1I3SF 39091. 170 SF 52121. 227 SF 11"2', 3" '1lO6l/079SF 36121, 157 SF 5041lJjJ'2J4SF 72241,314 SF '/'2'" ;" 199:l1.B7SF 3986lJ. 173 SF 5971l#.2S0SF 79721,347 SF :J64I . 43 SF 12581.55 SF 14601,63 SF 1IlllOI,61 SF 11481,75 SF 2404#' 105 SF WIIID LOAD COHVEltSION T AIlLE: FOf WlllCl ZooesIRogionI _ "'... 1 20 MPH (Tablea Sl1own), multiply aI~ IoaOt iIi1d roatafllBl Ily tIla """""""'" fader. Nota: The mlf1imum distar1c8 from tIla ed90 of concnrle is 9d __ d i. tIla iJi1CI>or dIameW. WIIID REGION 102 110 '20 '40 100 COHVEIlSION FACTOR 135 U5 100 0.58 0.72 Tabl. U WOOD AND CONCREiC FASiCNERS FOR ENCLOSED BUilDINGS I LOADS & ROOF AREAS !o\uJmum Al~' Load and AlIr1bvtlIIblo Root AiM far 1211 MI'1i WInd ~ (41'/ SF) ,For WInd IUgIono _ tI1an 12111o\1'H. U.. C~lon Tobia at Ila<<lom of tIlJa paae) CONllECT1NG TO< WOOO far OPEN l!ul F_ lAogdI of ~umbot aI F~ 0_ Embedment 1 2 1 , II.', " 254lJ' 6 SF 52lJjJ.13 SF 7921.,9 SF 10561.25 SF 11.', I-Ii?' 39U.IOSF 7921,19SF 11W,29SF 1584.t.39SF II.', 2-'i?' 66OI,'5SF 13201.J2SF 19801. 018 SF 21S4()#.504SF 5116", " 3121,6SF 624#.,5SF SJ6jJ'23SF '2481.3OSF 51'8". I.If2" 4681-l1SF 9361. 23 SF ,404#.34SF 'S72#.4eSF 51'8", 2-1f2" 7801-liSF 15801, 38 SF 234O#.57SF 31201,:5SF J/8", I' 3561.9SF 7121.17SF 'Q6a#'28SF 14241.35SF 3,8". I-lf2" S34,t,'3SF I06ll1,2eSF '1lO2I,39SF 21361-52SF 1,'8", 2-1f2" e9OI.22SF 17801. 43 SF 28701. 65 SF 356OI.57SF CONNECTING TO< CONCRET! In. z.~ oolI far Of'f:N Bu_ F_ LAnvIh of Numbot of F-... 0_ Embedment 1 Z 1 . TYPE Of FASTENER. 'QuJck Sat" ~ SCAW Rawl ZMlK ~al'" or EllUl ,JantI II.', 1-1.'2" 2J3j1.,OSF 406.I-20SF 69S1,3OSF 932#.4' SF ,I.'. 1" 2701.'2 SF 54Qj!, 23 SF 6101,35 SF 10801.47 SF TYPE 0' FASTENER' Canc:nla _ Rawl TI..,... or ~ nil 3116"' \.\f2" 2481,8 SF 4m.12 SF 7'38#.16 SF 31111". 1-31.' 317..6 SF 1l34I.,5SF 9511.23SF ".', 1,112" 3651. 9 SF 7301. ,S SF 10961, 27 SF 11.', \-31." 4651.11 SF 9~.23SF ,J95I.34SF 3/8", I-,f2" 437..11 SF 614.t.21SF '3111-32SF J/8", 1-314' 601I.ISSF 12021, 29 SF 1803I,44SF TYPE Of' FASTENER' Ex~naWo BolIO Raw! Poww Bolt or Ea, IvaJanl\ 3/8", 2-'i?' 12051.29 SF 24101, S9 SF 36151.58 SF 3,8", 3-'12" 113031-32 SF 26OU. 64 SF 3~ - 95 SF 112"' ~ 1,1lOO1.44SF 36121,58SF 54,lJjJ,'32SF 112". ;" 1993#.49 SF 3986lJ. 97 SF 59m.'48 SF WINO LOA!) CONVERSION TABLE: FOfWoncI ~lOOI_ than '20 MPH (Tablea Shown~ multiply aJlowoll4a ioe<JI iIi1d roatlnM Ily tIla ~_. ~ota: The mtn,,,,,",, d',.tanco between from Iha ed90 of It. COl1Cnlto 10 111. cent<< of Iha concreto iJi1CI>or iI 9d __ a is tIla an<:hor diamelot. WIND REGION '02 110 120 '40 '60 9841 ' 24 SF 12681,31 SF 14601, 36 SF ,8601.45 SF 17481,43 SF :404#.59 SF 48201, I,S SF 52'21. '27 "" 72241. 175 SF 79721.'94 Sf CONVERSION FACTOR '35 U5 1.00 0.58 0.72 Table ~.3 Allowable Leads On Metal Fute".., 1M Racom.......<lacI By M..,uf1lclurws1 Sad-T.PI'iI't Ind Machine ScrrrI AJIowabla L~ T_lle Slnf>vdt ss,OOQ pal; S/law ,"000 pal letaI to Metal Sl>aar (1bo.1 Dou,W:.S:-. 134 41. 575 O:Wtor III "0 ., P~Il..~ \6 2M 28 36 >eo 628 925 . !.fetal to PlYwOOd 1111" 4 DIY SIr 4 DIY 31..4 DIv sr- (lbo.) Put Out Qba.) Sr- (Ibe.) Put Out (Ibe.) Sr- (Ibe.) PuN Out (Ibo.) ~ 11 5 1:.4 1 '00 55 '20 69 I 1 , liS 131 i~ ,43 94 l32 '0 145 58 15 105 to BEAMS ""loa BOlTS for OPl Buildl Tlw'u lloIl ~umbot aI F..-. Ol..- '14 5I"1S 311. 761 1253 '.588 B38 152 14S.!I , 522 2508 3 10 0;::'., .., .., .., CONN " . 3,S' 'IT. ',Sa.A. ~w 3 10.148 .' Ft. .' A. 293l . I" ~ - 115 74 .297 ", ,445 :;ONNECT1HG: POSTS to BEAMS ""I Tlw'u lloIl 01..- La >g1Il of Boll to be Size or ~oaI ,:-0. uh(ltn~ '" u Y?icaI I. '" t. ..5a.ft. 114 . 1468.38 29.72 4404,,'0 JiT' ' 3710,JO :420.181 11130.271 . -.--- &598.. \61 13-19r. '91BlS.~1 , LaogtIl of Bot \0 be Size of Poal . ,,,' (Typical) Aluminum RIvwta _ Aluminum M....vw Aluminum RIvwta _ Aluminum Mandrel FUvat 01_ T.nalon \_ SIlaw AA-ot Olamata< f.naion (Ibe. Sh_ 'II ~29 He 11'- 210 325 Si32" '&7 283 Si32" 340 490 3/16 2&2 375 311" 445 '20 Sa9w !)>eO thro\I9lI ~ sideI ~ memtl<n. ~ AI bamtilengthl; CaU Industriaj Quality. l:sa m~ grip raI1<J. to match total ...... lI1id<r1... of ~ Usa cI\aIt. fo Salect SQ1lW U.5. rMlIsubetrtutloII of anoI1or ,pealicatiOl11 ,n drawl""" ... Min.mum thic:knes8 at frame memberS tS O.O~ alumllUm and 26 ga. sleet. Table 9.4 Alternative Angl. and An<:hot System. for Beam. Anchored to Wail., Uprighta, or Carrfw Beam. Maximum SCAW I Anchat SlUI Sla Oaa<:riptlan To WoII UpOg~~ Baam I'x ,'xO.045' 31111" OlD I' x I' x IIHI' 0.063' 3116" .,2 ,. Xl'. 111l" 0.125 31'11""'2 '.Ii?'. ',If2" '1'" 0.062'1 Ii.' 012 '-112" x I-'i?' 3/'5' 0.188" Ii." 01' "'i?'. '-'12" 118"10.0621 ,..' "'4 1-3/.. x 1.31.... x 'is"' 0.125'" 1:.- f:1.. 1" x 1" x 0.093' 3.~ 3.~ 1"x1"xll8"0.'25 5116" 51,6" r.1".3/1S'O.1U" \'2" Ii?' \khannal 1-31.' x 1-314' x 1-31". 118" 3.~ 014 \khaMel "x 2"/8" x ,'x 0.050" 51111" 51'5 U~. '.'17 x 2.1/S. x 1-1.rTx 0.043- 117 f1-4 _ . of ><tewIlll beam, wd. aNJIOf ;lOOt oquaI \0 d""", of beom Table 9.5 Minimum An<:hot Slu for Extnl.ion. ....IM Connectloa WaI tf:::hC Concmo Wood r x a- 1,... .14 1.'.- 1:4- rxa- ,....- #12 1./.. IJ12 1"x7' 31'6' .'0 31111" 010 1" x S" or IesI 311S' #8 3116" #8 _ "'d, """"' and uprigl1t minimum anchor 5lZtIS 3I1at be JSed fOf ""per gutter connections. Extrualon fypa a '. a , an , a I' le , . a I. Extrusion. Table 9.5 Altamatlv. Anchor Selection F<K:tOB for Ancher I Sere.... Siue .\I~to_ Anchor SlUI #8 .., 0 11 1 "." 5/' S" 31... ill '.00 0.80 058 0.018 ).27 '0.21 010 060 100 0.72 0.57 0.33 0'<5 112 0.58 0.72 , 00 0.75 0.48 O.Je 11. 0.48 0.57 U6 100 0.59 048 51". 0.27 0.33 048 0.59 '.00 0.79 3/8. 021 0.25 0.3S 0.58 0.79 1.00 A/lwnallv. Anchor s.1actlon F~ far Anchor / Senw Slzaa Conc:ralO Ind Wood AnchOfO {eoncrwta 8CAW8: 2- maximum embedment I A"""or sl,.r 3116 , :.. 3IS" 311" .r,oo ')83 050 'i." I 0.83 1.00 0.59 3IS. T 0.50 0.59 100 (DY~ BOl.TS: ,-5.... and 1-11." embedment r..pacllv.lyl Ancllor SlzaI 3/16" 111. 3116. T 1.00 0.45 1 1/1. I 0.48 100 1 . Mullipty I!1a number of 118 screws x "', size 01 ancI10rlSCtllW de$lred and round w.CJ to the re.xt e'<t0f\ ~U(tlber ~ scre'MI. Example: ~ ('0) 118 scrawa 0I1I ~u~.II1' nu",berol.'0 screws d_ is: 0.5.'0' (6) .'0 (/) a-, LLJ~ J:::) (/)Z ",,-< (/):2 (/) o:::(/) llJ llJZ-' ~tl:OCC O:::l-~ O~t:~ o aD') O:::lu.Jz i=tl:oo <(f-o- a. (/) of- NO (/):2 u.J ~:::l (/) o:::~ 0:2 a.::) 0:::-, ~~ o f- W<= i5;; a.. -' ~ ~~ ti~,i.. Q)\.l~~ c:~o;!:g C::.J~;e:g Q)~<~":' (Ooa:};e .~~U;~ W:.J5ze!. aUlo~ ~ !~f? ~ ~ "- c: :.J .. ;-' Q)~~ I,." '-' trl 3~ m~ ,..ji3 Aui!o2001J ~~Yl> I - srJ ET I I 7 OF 8 ALTERNATE CONNECTION: (3) #3 SCREWS PER PAN M1rl I' MINIMUM EMBEDMENT iNTO FASCIA 1rlROUGH PAN BOXED END 1#10)( 1-112" S.M.S. (1) PER RAfTER OR TRUSS TAIl. 1#10)( 314' 5.1.4.5. @ 12" O.C. FOR MASONRY USE 114')( 1-1/4' TAP-CON ANCHOR OR EOUAl @ 24' O.C. FOR WOOD USE 1#10)( 1.112" S.M.S. OR WOOD SCREWS @ 2' O.C. EXISTING HOST STRUCTtJRE: WOOD FRAME. MASONRY OR OTHER CONSTRUCTION PAN ROOF ANCHORING DETAILS ROOF PANEL TO FASCIA DETAIL EXlST1NG TRUSS OR RAFTER SEALANT #8)( 112" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) HEADER (SEE NOTE BELOW) ROOF PANEL #8)( 112" 5.1.4.5. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) EXISTING FASCIA SEALANT #3)( 112" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) HEADER (SEE NOTE BELOW) ROOF PANEL #3 x 112" S.M.S. (3) PER PAN (BOTTOM) AND (') @ RISER (TOP) ROOF PANEL TO WALL DETAIL NOTES: ROOF PANELS SHAll BE ATTACI-lED TO THE HEADER WITH (3) EACH #3 x 112" LONG CORROSION RESISTANT SHEET METAl SCREWS WI1rl112" WASHERS. AU. SCREW HEADS SHALL BE CAULKED OR SHAlL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHAlL RECENE (1) EACH #8 x 112" SCREW EACH. THE PANS MAY BE ANCHORED lrlROUGH BOXED PAN W11r1(3) EACH #8 x 1" OF lrlE ABOVE SCREW tYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8)( 9116" TEl< SCREWS ARE ALLOWED AS A suasnTvTE FOR #3 x 112' S.M.S. #10 x 1-112" S. M. S. OR WOOD WOOD SCREW (1) PER RAFTER OR TRUSS TAIL #10 X 314" S. M. S. OR WOOD SCREW SPACED@ 12" O. C. FOR MASONRY USE 114')( 1-1/4" TAPCON ANCHOR OR EOUAL @ 24' O.C. FOR WOOD USE #10 x 1.112" 5.1'.4.5. OR WOOD SCREWS @12"0.C. EXISTING HOST STRUCTtJRE WOOD FRAME. MASONRY OR OTHER CONSTRUCTION COMPOSITE ROOF ANCHORING DETAILS ROOF PANEL TO FASCIA DETAIL EXISTiNG TRUSS OR RAFTER #8 x 112" S.M.S. SPACED @ 8' O.C. B01rl SIDES ROOF PANEL #8)( 1'2' S.M.S. SPACED @ 8' O.C. B01rl SIDES EXISTiNG FASCIA #8 x 112' S.M.S. SPACED @ 8' O.C. B01rl SIDES ROOF PANEL #8 x 1.12' S.M.S. SPACED @ 8" O.C. B01rl SIDES ROOF PANEL TO WALL DETAlL NOTES: WOOD STRUCTtJRES SHOULD CONNECT TO TRUSS BUTTS OR THE SUa-fASCIA FRAMING W11ERE POSSIBLE ONLY' 5% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUa-fASClA AND THOSE AREAS SHAlL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTtJRE SHAlL HAVE MINIMUM 1-1/4' WASHERS OR SHAlL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EOUAl TO PANEL OR PANS '1". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMiNUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHAlL BE ANCHORED TO THE HOST STRUCTlJRE WI1rl ANCHORS APPROPRIATE FOR 111E 'AA TERIAL CONNECTED TO. 111E ANCHORS DETAilED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR sac SECTION 1606 FOR A MAXiMUM POSSIBLE SPAN OF 111E ROOF PANEL FROM THE HOST STRUCl1JRE, EXISTING HOST STRUCTlJRE: WOOD FRAME. MASONRY OR 01rlER CONSTRUCTION ALTERNATE ROOF PANEL TO WALL DETAIL ,'FASCIA (MINIMUM) BREAK FORMED METAl SAME THICKNESS AS PAN (MINIMUM) ANCHOR TO FASCIA AND RIZER OF PAN AS SHOWN #8 )( 314' SCRE\VS @ 6" O.C. #8)( 112' SCREWS @6' O.C. ROOF PANEL HEADER (SEE NOTE BELOW) #8)( 9/16' S.M.S. @8'O.C. FOR 'AASONRY USE 1/4')( 1-114" TAPCON ANCHOR OR EOUAl @24' O.C. FOR WOOD USE #10)( 1,112' S.M.S. OR WOOD SCRE\"IS @ 12' O.C. NOTES: ROOF PANELS Sl".ALlBE ATTACHED TO 111E HEADER WI (3) EACH #8 x 112' LONG CORROSION RESISTANT S.M.S. WI 112" WASHERS. ALL SCREW HEADS SHALL BE CAUlKED OR SHAll HAVE NEOPRENE GASKET BenvEEN 111E WASHER AND 111E PAN. PAN RIBS SHAlL RECEN!: (1) EACH #8)( 112" SCREW EACH. 111E PANS MAY BE ANCHORED 111ROUGH BOXED PAN WI (3) EACH #8.1" OF THE ABOVE SCREW tYPES AND 111E ABOVE SPECIFIED RIB SCREW. (/') 0-1 UJ<( ::c:J (/')z >6<( (/')::2 (/') (j) -I O::UJz~ ~0::01- O::;)-UJ UI-!::O UOr-- O:JUJZ F=O::OO <(1-0_ il.(/)Ol- ::2NU (/)..., UJ 1-...... (/) o::~ 0::2 il.:J 0::-1 <(<( U ,f- W ~_ . '"" N ,., -,- u.:::l N Vl'" ~- ~ ri ~ Q) U . r:: .-f-~1'", ....~O"""' CCU!;:'D", Q)~<~;f ll)oa~~ -':J:_~ ,~f-UJ;t W :Jza> ~OO- Q)'~a:~ " Q:: '.0 :.u '.... ,-,1.U~-, C'.U"'UJ Q)?:~f- '- ~ i!) 3 '.U 0 C1Jsa: .-JG OF 8 S' / / / 1 / I ;18 ~ 112" All PURPOSE SCREW@ 12' O.C. aREAKfORM FlASHING 10' )' COMPOSITE ROOF PANR (SEE SPAN TABLE) FASTENING SCREW SHOULD BE A MIN. OF I' BACK FROM 111E EDGE OF FlASHING STRIP SEAlANT BETWEEN FASCIA ANO HEADER NOTE: -MiEN SEPARATION BETWEEN DRIP EOGE AND PANEL IS LESS l1-iAN 314' THE FU\SHING SYSTEM SHOWN IS REQUIRED ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS 1. FlASHING TO BE INSTALLED A MIN. 5' UNDER 111E FIRST ROW OF SHiNGlES. 2. STANDARD COIL FOR FlASHING IS 15' .019 MIL COIL 3. FIRST ROW OF NAlLS WILL HAVE TO BE REMOVED TO INSTALL FLASHING PROPERl. Y. 4. FlASHING WILL BE INSTALLED UNDER 111E FELT PAPER Wl-1EN POSSIBlE.. S. HEADER Will BE P\JTiY TAPED ANO CAUU<ED EVEN 1110UGH FlASHING IS TO BE INSTAllED. S. IF 111E DROP FROM 111E EDGE OF 111E SHINGLE DOWN TO 111E TOP OF 111E HEADER IS MORE l1-iAN 1'111El'-4 111E DRIP EDGE Will HAVE TO BE BROKEN TO CONFORM TO 111IS DROP. 7. WHEN USING FlASHING THE SMALLEST SIZE HEADER AVAJlA8LE SHOUlD BE USED 12' .03 MIL ROLlFORM OR 8' BREAKFORM IS BEST SUlnED FOR HEADER SINCE IT KEEPS 111E FLAP UP OF 111E HEADER BACK FROM 111E EDGE OF 111E FlASHING. S.MiEN SEPARATION BETWEEN DRIP EDGE AND PANEL RASHING IS REQUIRED 112" SEPARATION MINIMUM. 9. STRIP SEAUlNT BETWEEN FASCIA AND HEADER PRIOR TO INSTALLATION. (3) #10 ~ Z 112" 5.1.1.5. @ RAFTER TAILS OR 2' O.C. MAX WIZ' ~ 6" sua FACIA MINIMUM 2')( 4' FASCIA RECEIVING CHANNEL OVER BEAM ANGLE PROVIDE 0.060' SPACER @ RECENiNG CHANNEL ANCHOR POINTS NOTCH ANGLE FOR GUTTER MUST REMAIN FOR ANGLE STRENGTH 2' ~)' ~ 0.050' MIN.NI (4) #10 ~ 314' S.M.S. FOR LARGER BEAMS USE (BEAM DEPT1-i +1) FOR NUMBER OF SCREWS (SEE SECTION 9) ANGLE. ANCHORS. ANO RECIEVING CHANNEL PER SECTiON 9 CANTILEVERED BRACE CONNECTION ~ FASCIA (END VIEW) PAN ROOF ANCHORING DETAILS SEAUlNT PAN HEADER (BREAK- FORMED OR EXT.) RIDGE CAP HEADERS ANO PANELS ON \ BOTH SIDES OF BEAM FOR GABLED APf'lICA TION #8 ~ 9118' TEl< SCREWS @ PAN RIBS EACH SIDE ~ CAUU< All EXPOSED \ SCREW HEADS #8 x 112" 5.1.1.5. (3) PeR PAN AND (1)AT PAN RISER AL TERNA TE CONNECTION: #8 x 1.114' SCREWS (3) PER PAN iNTO BEAM THROUGH BOXED END OF PAN AND HEADER :----:=::::: PAN OR COMPOSITE ROOF ?ANEL #8 x 1!2," S.M.S. (3) PER PAN ALONG PAN BOTTOM ROOF PANEL TO BEAM DETAIL WHEN FASTENING PANELS OR PANS TO WOOD PlATES \ SCREWS SHAll HAVE A MINIMUM EMBEDMENT OF " I FOR PAN ROOFS: (3) EACH #8 ~ 112' LONG S.M.S. PER 12' PANEL FOR COMPOSITE ROOFS: #10 x (I + 112; 5.1.1.5. 'IVI '.114'''' FENDER WASHERS @ 12' O.C. (LENGTH = PANEL 1111Cl<NESS + I') @ ROOF BEARING ELEMENT (SHOWN) AND 24' O.C. @ NON-8EAJRING ELEMENT (SlOE WALLS) ROOF PANEL (PER T ABlJES SECTION 7) SUPPORTING BEAM (PER TABLES) ROOF PANEL TO BEAM FASTENING DETAIL BEAM TO MIN. POST (SEE TABlE 1.6) ANGLE (SEE SECTION 9 FOR SIZE AND NUMBER OF SCREWS)ANGlJELENGTH EQUAL TO BRACE DEPTH PlUS (+) 4' ATTACH EACH ANGLE TO FASCIA PER SECTION 9 MINIMUM CANTILEVER BRACE 2' x )" ~ 0.050' OR EQUAL TO POST SIZE USE (BRACE DEPTH + 1) REQUIRED NUMBER OF #10 ~ 9116' S. M. S. EACH SIDE BEAM TO WALL CONNECTION (SEE SECTION 9) r:s '-+, I o 0 o 0 o 0 o 0 ;: o o o o :!: ii: -.JJ a w ~ :Xl o o o o I) A ^ B B = OVERHANG DIMENSION A 2 WIDT1-i REQUIRED FOR GUTTER CANTILEVERED BRACE CONNECTION TO WALL AND FASCIA DETAIL (/) O...J Ll.Je:( ::z:= (/)z 06~ (/) (/)(/) ...J n::Ll.JZ~ ~n::0f- 0:J-Ll.J Uf-CO UOr-- O:JLl.JZ j::n::oO e:(f-o_ a.(/)Of- :2NU (/):J Ll.J f-Z (/) n::_ 0:2 a.:J C!...J e:(e:( U .1- W ~ ~ ,""' N t"l ....._ u..~N .... V) ~ ~~u...... OJ (j . r::: CI-~'1' ~~~~ C ~ >- '" '-9 ~:S~~~ .~~~:;- W~5a~ OJ'U):!:~ ()~:8fuu.. ljJ.-.... CljJ....cu OJ!:~I- .... ~:Xl ~cuo ~ S 0.: ...Ja OF 8 J J I ;( i ,.,..1 12~ INDUSTRY STANDARD CLEATED ROOF PANEL SCALE: 3115':," Table 7.1.5 Allowable Spans for Industry Standard Cleated Panels lot Various Loads Aluminum Alloy 3105 H.14 or H-25 1-314". ,r. 0.0111" ClNted Panel. Open Building. WInd Al>Pi1ed Ovomll'9 Condlllon ~~Jon Lo.d ~. ~ 5 J n 5 4 n C.,:""..... 102 M.P.H. 17 r~ '1-3' 1'<;' !~ 110 M.P.H. 20 1'-2' 11'-'0' '1.(1' :r..' 120 M.P.H. Z4 11'.'1' 11'..' Il'.<;' 1-r 130 M.P.H. za Il'-S' 1'.1" ~._,. 1.(1' 140 M.P.H. 32 6'-,' r~ 1'-8' ZO-,O' 'SO M.P.H. 37 5'-10' 7'.2' 1'..' ZO-'I' 1-314' . , r . 0.0211" CfMted PonelI Open Buildings 'Moo Al>Pi1ed 0Vwm1l'9 Condlllon Lo.d ~. 2 ) S 4 c.,:""..... IUgIon 17 Il'-S' Hl'-7' 1-ll" 102 M.P.H. 20 1l'.(1' '0'-" 1.'1' IIOIII.P.H. Z4 1'-7' '1~ 1-7" 120 M.P.H. 21 7'-2' 1.(1' :r..' 130 M.P.H. 32 6'.,0' 6'-'" :r-3' '40 III.P.H. 37 Il'~ 11'-3' :r-" 'SO M.P.H. 'Moo EnclOMd BuJldlngl Awl 0v0m1l'9 Condlllon Load ~ Us) 5 4 C.,::... 30 6'-3' r.r 1'.10' 2'-,,' J5 5'-'" 1'-4' r~ 2'.'1' 41 6'-7' 6'.,,' r-,' ZO.r ., 6'-4' 6'-'" 6'.r 2'-<;" SI 6'-,. 6'.3" 11'..' 2'..' 54 4'-10' 6'.11' 6'." 2'-3' ~ogJon '02 M.P.H. "0 M.P.H_ '20 M.P.H. 130 M.P.H. 140 M.P.H. 'SO III.P.H. ~~on ,02 M.P.H. 110 M.P.H. 120 M.P.H. 130 M.P.H. 140 M.P.H. ISO M.I'.H JO J5 41 .. 51 54 1-3I4'.,r. 0.03Z" Cleated Panel. Open BuUdlngs 'Mnd Awlled 0Vwm1l'9 Condlllon 'Mnd Ibglon Lo.d ~. ~ S) 5 4 n Canti~..... IUgIon 102 M.P.H. '7 '1-,", ,'-2" , ,'.5" 4'-3" '02 M.P.H. JO 110 M.P.H. 20 1I'.r 10'.r '0'.11 4'-" "0 M.P.H. J5 120 M.P.H_ 24 11'.2' 10'." 10'-3' :r.10' '20 M.P.H. 41 130 M.P.H. 21 1'.'1' '1-'" '1-'1' 1.r 130 M.P.H. ., 140 M.P.H. 32 7'-4' '1." '1-3' 1-5' '40 M.P.H. SI ISO M.P.H. 37 1'.(1' 1I'.r 11'-.0' :r..' 'SO III.P.H. 54 ~ TolBl root pane/ ""'11\ ' room WlC1I\ plus wal'Md1ll piUS 0V8fflang. (1) #8 ~ 112" WITH HEAD S.M.S. TO? OF EACH RISER #10 ~ 1.1/Z' WASHER HEAD S.M.S, 111ROUGH BOX HEADER '2' O.C. INTO HOST STRUCTURE BOX HEADER BEAD OF CAUU<ING ALONG TO? OF BOX HEADER ROOF PAN NOTES: ,. Wl-1EN HOST STRUCTURE is MASONRY USE 1/4' ~ 1-114' ORNE PINS OR 1/4' . 2-114' 111UNDERBOL TS 2_ FASTEN 111E EXISTING SUB-fASCIA TO RAFTER TAILS FIRST WI,.,... #1Q ~ 3' S.M.S. (3) PER ROOF PAN #3 ~ 318' wi HEAD S.M.S. O.C. iNTO BEAM (3) PER ROOF PAN #10 ~" WITH S.M_S. THROUGH ROOF PAN AND BOX HEADER O.C. iNTO HOST STRUCTURE PAN ROOF AND BOX HEADER SCALE: 'U.S. ...J~I J,JII- ' Z'a. I <(!w a..a .<,--- SELECT PANEL DEPTH FROM TABLES " 4- I I I r- ~LLiMINUM SKIN I /J}- ~ ".PS. CORE I , SIDE PANEL CONNECTIONS VARY -' r I (DO OO""'''C'',,"El. I . SPANS) I 43' ,{ COMPOSITE ROOF PANEL [INDUSTRY STANDARD} SCAlE; 3/16' = l' Tab'- 7,U Allowable Spans for Induatry Standard Composite Roof Panels for yat10us Loads AlumJnum Alloy 3105 H-14 or H-251.0 EPS Cora Oensity Foam J" . .,' I 0.0111" P."o~ Open BuUdlnga Enclosed Bulldlr>ga 'Mnd Awlied 0.-" Condition Wind Al>Pi1ed1 0Vwm1l'9 Condition ~ogJon Load 'lON!! ".0- r.o- :r.o- 4-0" R~1on Lo.d _e ,..0- r.o- J'.o- .'-0- 102 M.P.H. '7 11'-'0' '2'.(1' 12'~ '1'" ~4'''. 102 M.P.H. 30 11'-'" '1-2' '1-10' 10'.10' '2'.(1' 110 M.P.H. 20 "..(1' ,,'.2' .,'.!!' '2'-'" '1-'" ,,0 M.P.H. J5 11'''- 11'-7" ;'.3" 'O"..J- ,,'.7" '20 III".H. 24 ,0'-" '11~' '0'-'0' 11'-!!, '2'-11' ,20 M.P.H. 41 r.r 1'.11' 11'-'" '1.'1' II'.,' 130 M.P .H. 21 '1.." ;'-<;" '0'-1' 11'." '2'-3' 130 M.P.H. ., 1'.,' 1'..' 6'..,' '1-3' 10'-8" '40 M.P.H. 32 1l'-8" 11'-'" '1~ 10'-<;" 'I'.!!, '44 III".H. SI II'~ 11'.,0' 1'-8" 1l'.10' '0"-4' 150 M.P.H. 37 11'-1' 11'..' ;'.(1' '0'-'" \I'... '50 III.P.H. 54 6"." 6'.5" 1'..' 11'..,. 10"." J- x..- x 0.014- Pan.4tI Open Bulldln<,ja Enclosed Bulld..~ 'Mnd Awlled OvwtIana Co<1dlllon 'Moo Al>Pi1ed Ovomll'9 Condlllon R~1on Lo.d 'lONe 1'.0- r.o- :r.o- 4'.0- ~~Ion Load 'lONe 1'.0- r.o- r.o- 4'.0- '02 M.P.H_ '7 '1.3" '1'5" '1.10' ~~-r .6'-<;" 102 M.P.H. 30 '0'.(1' '0'.3' '0'-'0' ,,'.r '2'.10' 110 M.P.H. 20 '2'.." .ZO-<;" ,2'.11' '1-8" 14'-8' 110 M.i'.H. J' '1..' '1-<;" '0'-2" ,,'-,' '2'.3' '20 M.P.H- 24 I"'" "'.<;' \1'.11' '2'-!!' 11-'0' '20 M.P.H. 41 11'-6' II'.!!, ;'.5" 10'-5' ,,'.8' 130 M.P.H. 21 '0'-5" '0'-'" ,,'.2" '2'.(1' .1-2" 130 III".H. ., 1'-1" II'-r 8'-'0' '1.,," \I'.J' 144 III.P.H. J2 '1.r '1-11' '0'-<;" ,,'-5" '2'-'" '44 M.P.H. SI 1'..' 1'-7" 11'..' ;'.5' 10'-'0' 1SO III.P.H. 31 '1.(1' ,,-3' '1.,,' .0'-10' '2'.,' '50 M.P.H. 54 6'-'0' 1'-," 1'.,," 7.1' 'O'~ 3'..," x 0.030" Pana'- Open Sulldlog. EtM:loMd Bulld..ga 'Mod AI>!>lled ~ Condlllon 'Moo Awlltd 0v0m1l'9 Condlllon IUgIoa load 'lONe 1'.0- 2'.0- 1.0- ~.o- RogJon Load 'lON!! 1'.0- 2'.0- 1.0- 4'.0' 102 M.P.H. 17 15'-8" 16'-10' 18'-1' 111'-10' 17'-'" '02 ftU'.H. 30 ,,'.,0' '2'.(1' '2'-<;" 13'...... 14.... 1'0 M.P.H. 20 14'-'" 14'.9'" 15'..1' '5'.!!, IIl'-8' 110 M.P.H. 35 \1'.(1' 11'.r \I'.!!' ''r.r ':r-7" , 21 IoU' .H. 24 '1..' '1'<;' '1-"" \4'-8" 15".r .21 III.P.H. 41 '0'.,' 10'..' 10'.10' ,,'.'1' ,z".,,' '30 M.P.H- 21 '2'..' '2'-<;" '2"-'" '1-!!' '4'-8' 130 III.P.H. ., 9'..' 'l-<;" '0'-2' ,,'.,' ~ 2"-'5" '40 M.P.H- 32 11'.5" "'-'" '2"_" '2'.11' ,1-11' '44 M.P.H. 51 8'.r 11'-,,' ,,-<;" 1().-6' \I'.!!, '50 M.P.H. 37 10'-8' 10'-'0' 11'.S' '2'-3" 13".... 150 M.P.H. 54 11'.,' 8'..' ;'.(1' '0'-1' , ,...' Nola: Total root p","", _ ' room'Md1ll pU'HaI W'<l1lI pU <MOrt1""9- COVERED AREA TAB AREA 318' TO 112' ADHESNE BEAD FOR A l' WIDE ADHESNE STRIP UNDER SHINGLE STARTER ROW COMPOSITE ?ANEL ,1/1 EXTRUDED OR BREAK FORMED CAP SEALED IN ?LACE WI ADHESNE OR SCREWS SEALANT BEADS COMPOSITE ROOF PANEl WITH SHINGLE FINISH DETAIL =-~ If , .v , TYPICAL iNSULATED PANEL SCALE: 3/15' = " Table 7.1.7 Allowable Spans lot Industry Standard Composite Roof Panels for Various Loads Aluminum Alloy 3105 H.14 Of H.251.0 EPS C~ o.nsity Foam ... x...- x Q.Q1'- ".~ Open BUlkf..~ !:n<;1oMd Bujldinga Moo A!>Ill o.om_ Condlllon Mnd A!>Ill 0v0m"'1I C<>n<IItlon Ragion Load NON 1'.0" r.o- 1.0- .'.0- IUgIon U:>ed NON ,'.0" 2'.0- :roO' .'.0- 102111.'.H. '7 13'-\1 14'.2" '4'-1' .5'.3" 11f.,' '02 M.I'.H. 30 10'-'" IO'.!!' 11'..' '2'.2" 11-3' '10 M....H. 20 12'-" 11-2" '1.'" 14.... 15'-3' '10M.' .H. 35 '1-'0' ,0'.(1' 10'.1' "'.<;' .ZO.r .20 III.I'.H. 24 11'-11 '2'.,' '2'..,. 1J1..... 14'''' '20 M.I'.H. .1 8"-'" '1-3' '1.10' '0'-10 'Z.o- '30 M.P.H. 21 10'.', , ,'.2" \I'.r 12'~ 11-'" '30 III.I'.H. ., 11'-4' 11'-'" '1-3' 100.J' ,,'.<;' , 40 III.P.H. 32 10'.2" .0'.5" '0'-" 11'.10 '2"-" '40 III.I'.H. SI 7'-8' 7".'" 11'-8' '1.!!, 1'"." '50 III.P.H. 37 '1-<;" '1.'1' '0'..' , ".J' '2'.5' 150III.P.H. 54 7'.2' 1'-<;" 1l'-3' '1..' 1':1.r( .. I ..- I; Q.024- I'anfia Open Bulldln~ Enclosed Buildlnga 'Moo Awl Ovom_ Condlllon Mnd A~ 0v0m"'1I Co<1dlt1on R~l"" Load NON ,.,.' r.o- :r.o- 4'.0- IUglon U:>ed NON 1'-41- 2'.0- 1.0- 4'.0- ,02111.1'.H. 17 '5'.." 16'.5" '6'-10 '6'.5" '1'-3" .02 M.P.H. 30 ,,..!!' 12'-3" '1." 14'." \4'.," 1101ll.P.H. 20 1Cf-J' ~ 4'-4' 14'.'1' '5'.5' ,Ir...... "OIll.P.H. 35 "0".11' 11'-6' ~ :r..' '1-5' '1.5' 12t1ll.P.H. 24 '~..(f' '3'-2" '1-8' ,."-..' '6'..' .201ll.P.H. .1 '0'-" ,0'-8" 11'..0- ''l-fj- ~ 'Z-fj- '30 III.P.H. 21 ~ 'Z-er 'ZO-2' '2'-8' '1-S' ~"'.5. '30 III.P.H. ... '1..' '1.11' 10'.11' 12".'" '2'-'" ~ 40 11I.1' .H. J2 "'.2" ".... , ,'..0 'ZO-8" '1-'1' ~4O III.P.H. ,. 1l'-8' '1-4" '0'..' , "-8' ,,'-3" 'so III.P.H. 31 10'-5' '0'..,. "'-2' 12'.(1' 11.2" '50III.P.H. 54 11'-2" 11'-10' '1.,,' "',J" 11'.3" .- x ..- I G.OJO. PaneLa Open Bulld..~ 'Mnd A!>IlI Ovom_ Condlllon Mod ~ogJon Load NON ,'.0- r.o- :r.o- 4'.0- lUgion 4'.0- '02 III.P.H. '1 '7'-8" '7'.10 '1l'.2" 111'-8' 1'1.S' loa III.P.H. '1-" ~ ....-3. 15'-1' '101ll.P.H. 21 '6'-5" 16"~r '11'-11 '1'.<;' 18'"..J- 1101ll.P.H. 11." '1-10 1.'.!l' '2t1ll.P.H. 24 15'.'" '~~'l" '6'.7' 11l'.J' 1r.,- '20 III.P.H. lZO-" '2'-10 13'." 1301II.P.H. 21 11." ~ .....," .4'-3" 15'-2" 16''''' '301ll.P.H. '1'.3' 12'." 11.2" '40 M.P.H. 32 12'-" 13"..," 11-<;" 14'.J' .5'-2' 140 III.P.H. 10'-<;" 11'-S' 12'-1' \~III.P.H. 31 '2''''' "ZO-2" ~'Z-if' '1.5' 14'.5' 150 III.P.H. '1-11' '0'." ''Z.'. Not.: Total root panel W1dtI\ . room 'Md1ll plus 'Nail 'Hidlh plcs ""0""'1'9. ATTACH SHINGLES TO COMPOSITE ROOF PANELS wlm INDUSTRIAL ADHESIVE'. APflL Y ADHESIVE IN A CONTINUOUS BEAD :li8' TO 112' DIAMETER SO Tl-IAT Tl-IERE is A " WIDE STRIP OF ADHESNE WHEN mE SHINGLE IS PUT iN PLACE. FOR AREAS UP TO 120 M.P "i. WIND ZONE: 1) STARTER ROWS OF SHINGLES SHALL HAVE ONE STRIP OF ADHESNE liNDER Tl-IE SHINGLE AT MID COVERED AREA AND ONE UNDER 111E SHINGLE AT MID TAB AREA. STARTER SHINGLE ROW iNSTALLED Nm~ 111E TABS FACiNG IN 111E UPWARD DIRECTION OF mE ROOF SLOPE. 2) SUBSEQUENT ROWS OF SHINGLES INSTALLED WITH mE TABS FACING 1,"l111E DOWNWARD DIRECTION OF 111E ROOF SLOPE WITH ONE STRIP CF ADHESIVE UNDER 111E SHINGLE AT 'AID COVERED AREA. FOR AREAS ABOVE' 2ll rA.p.H WIND ZONE: 1) STARTER ROWS OF SHINGLES SHALL HAVE TWO STRIPS OF ADHESIVE UNDER THE SHINGLE AT 'AID COVERED AREA AND ,NO STRIPS AT lAID TAB AREA. SHINGLE ROW iNSTAllED WITH 111E TABS FACING IN 111E UPWARD DIRECTION OF 111E ROOF SLOPE. 2) SUBSEQUENT ROWS OF SHINGLES iNSTALLED PER PREVIOUS SPECiFICATiON \VIm TWO STRIPS OF ADHESIVE AT ~AID COVERED AREA. , ADHESIVE: CHElA REX.?L PRE'AI\;IA 948 URET1-iANE AOHESNE OR OSI - '\F140 MINiMUM ROOF SLOPE: 2' :N , 2' I./') O..J UJ<( J::) I./')Z 0(5<( 1./')::2 I./') o:ii1z~ ~o:OCC 0:)-<( 1-1-1- UUOi" O:)UJZ i=0:00 <(1-0- 0..1./')01- ::2 Nt) 1./'):) UJ I-Z I./') 0:_ 0::2 a.:) O:..J <(<( t) ,f- UJ ~_ " ~ N t'\ ...._ u.. :;) N Vl'" ti~u:~ Q) II .:::: Cf-~'t'" ~O'D:g C ~ ~ ~ '-\' Q)Q;<i'~ CI)oa,,:e ~J:__ , ~ ;- Clj ;1: UJ ::lZ" ~OO~ Q),UlJ:~ uffi~~"" Clj,j ....Clj Q)~><;- ,-~g :: Clj 0 ro~a: ...JG o OF 8 (OPTlONAl) WOOD FRAME WALL HOST STRUCTURE SEE WAll SECTIONS DOUBLE 2 ~ 4 TOP PlATE :F OVER 16' I~ PROJECTIO~ OR LENGTH ~12' ~ 4'.{)' ~ 8'.{)' PRESSBOARD OR CDX PLYWOOD VAPOR BARRIER (OPTIONAL) FOIL BACKED 314' OR 112' FOAM INSULATlON ',2) 2 x 10 HEADER WI 112' SPACER < 1 i17D~ "'~/S'.,. FOR LUMBER COLUMNS ANCHOR POST TO 3-112" CONCRETE SlAB WI GALVANIZED BUCKETS 1. ALL WAll FRAMING 16' O. C. (EXCEPTION: 24' O. C. FOR WOOO STORAGE ROOM) 2. PIER POST CAN BE BOLTED TO SLAB OR CONTlNUOUS FOOTER OR HAVE ISOLATED CONCRETE FOOTER EACH PIER (SEE DETAIL) 3. CENTER STRINGER MAY BE REQUIRED (SEE TABLE 45) 4. HURRICANE ANCHOR EACH JOIST TO CENTER STRINGER WI SiMPSON H5 5. OPEN DECKS OVER 30' IN HEIGHT ABOVE GRADE HAVE A GUARD RAIL SYSTEM TYPICAL WOOD DECK 318' ~ 5' SOL T LEDGER SUPPORT DETAil General Notes and Specifications: 1. The following structures are designed for mono sloped aluminum root systems 10 be rnanied to block and wood frame structures of adequate structural capacity. The contractor 1 home 0_ shaN verify that tl1e host structure is in good condition and ot sutlident stroogth 10 hold tl1e proposed addition. 2. It tI1ere is a QUestion about tl1e host structure, Ihe owner (at his own expense) shall hire an arcnrtect. engineer. 0( a certifled home inspection company to verify host structure capacity. 3. The following r1Jles apply 10 attad1ments involving mobile and manufactured homes: a. Structures to be placed adjacent to a mobile 1 manufactured home buill pr1OI' to 1994 shaJlusa "fourth wall construction' 0( shall provide detailed plans of the mobile I manufactured home and inspection report aloog wi1h addition plans for site s?llClflc ra\iie'N and seal by the engineer. This applies to all screen I glass rooms, and lor other structures to be al!llct1ed b. Fourth wan construction means the addition shaN be free standing .Nith only tl1e root ftasl1ing ot the two units being allacl1ed. TM most common "four1l1 wall" cons1rlJclion is a post and beam frame adiacent to lha mobile I manufactured home. TM same span tabkls can be used as for lha froot waN beam. For fourth wall beam usa the camet beam table. The post shall be sized according to this manual and 1 0( as a minimum be a 2' x 3' x 0.050' with an 18' ~ 2' ~ 2' ~ 0.044' knee brace at eacl1 end at lha beam. c. F'or mobile I manufactured homes buill alllll' 1994 s1I\JClUres may be attad1ed 10 lha home provided lha projeCt follows the plan for attad1ment ot this manual. The contractor I owner shall Pl'O'Iide venlication of \he structural ~tam used \0 build the host structure. 4. Section 7 01 the manual contains span tabk3s and the attacl1ment details at pans and composite panels. 5. Saeen '..alls Iletwoon eXlsfin9 walls. :locn. an<l ceilin9s shall be allowed and spans shaM be ti9ured the same as other screen wails. 6. When using lek screws in lieu ot S.M.S. Ionget' screws must be used 10 compensate fot dnl head. 7. SOME LOCAL BUILDING DEPARTMENTS. SUCH AS PINELLAS COUNTY, MAY REQUIRE MINIMUM WALL n-tICKNESS OF EXTRUSIONS. CHECK WITH YOUR LOCAL BUILDING DEPARTMENT BEFORE PLANNING YOUR PR.OJECT. VAPOR BARRIER REQUIRED FOR ALL ADDITIONS EXCEPT SHEDS, 0.006 MIN. VISOUENE. 1511 FELTPAPER. l1-iERMAL P1. Y OR FOIL BACKED iNSULATlON VINYL SIDING TY?ICAL FOIL TAPE AlL JOINTS HEADER AS REQUIRED FOR SPAN (FOR HEADER SIZES SEE TABLE 4.3) NOTES: SIDING is TO BE FASnENED@ 16' D.C. TO MANUFACTURERS SPECiFICATIONS AND iNSTRUCTIONS AS SUPPlJED BY l1-iE SIDING COMPANY NAiliNG SIDING OVER FURRING STRiPS: l' SHANK ALUMiNUM NAlLS OR EQUAL SIOING OVER FOAM: 1-314' SHANK ALUMiNUM NAILS OR EQUAL IF P1. YWOOO IS USED FOR CORNER BRACING WITH FOIL BACKED FOAM BEING USED FOR mE VAPOR BARRIER. YISQUENE. TAR PAPER OR SOME OTl1ER SUITABLE PR.ODUCT MUST BE USED OVER l1-iE WOOD IF A FOURTH FRAME WALliS REQUIRED, ALL FRAMING AND BRACiNG SHAll BE l1-iE SAME AS FOR OTHER WALLS OR PROVIDE ALUMINUM OR WOOD BEAM SUPPORT WALL SIDING SHAll BE APPliED PER MANUFACTURERS SPECiFICATIONS FOR WIND ZONE OR PROJECT AND OVER PROPERLY PREPARED WALL \'\llTH BRACING OR SHEA 1111NG BRACING FOR CORNERS SHAlL BE 112" 4 PlY CDX P1. YWooD FOR wooO S11JDS @ 24' D.C. NAILED WITH #8d COMMON 6' O.C. EDGES AND 12' D.C. FIELD ALTERNATE BRACING SHALL BE 1-114'x 14 GA. GALVAN!ZED COIL STRAP X-BRACED TO STUDS WI (1) #ad COMMON PER STUD OR '.114' ~ 0.050' ALUMINUM STRAP X-BRACED AND NAiLED TO S11JDS WI (2) 1-114' ALUMINUM NAILS EACH S11JD STRUC11JRAL GRADE l1-iERMAL?l Y STUDS SHALL BE i 5' D.C. AND NAiliNG OR SCREW PATTERN SAME AS CDX WITH NAILS OR SCREWS PER MANUFAC11JRERS SPECIFICATIONS TYPICAL WOOD FRAME ATTACHED TO HOST STRUCTURE JOIST BUCKETS 2 x 6 FLOOR r--' r- JOIST@ 18' ON CE:'~~R roo, rr' ~=-=-=-=;f=-=-="=-=-\;-="=-=-=-='=T~ ="=-=-='=-:T={-=-=-=-t=:Y !-=-:-=-=~y-=-=..=-:-=~y-=-=-=-=-= ~t-=-:-=-=-=~=-:-:-:+::(ll :1: :: :: :: :: :: :: :1 :: :: ;': ::: :: :: :: :: :: :: :: :: :: ::1 :1: :: :: :: :: :: :: :: :: :: ::: ::: :: 1: :: :: :: :: :: :: ;: ::: II, II II II II II II II II II I:' q 1]1 Ii ii :: !! !: i: !: :: i! I:! ~ ::i II :l i! :1 i: :: :: i: :: ili I .11 11 II !I 11 DBL" 611 II II II 1'1 ':1 II II II II (I 2)( II II II II I:' ::J :: :: :: :: :: :: :: :: B:: ::: :': :: :: : :: :: :: :: [~: :: :': i! ::: :: :: :: :: :: :: :: :: I: :i: l !'~.. I' II II II ,..0'... II II II II r~' . 1---1' ,'f___J,u___"'_nnAnn_J'n --r" '3----J'oo---" '00 __A_un ",-003"" , ~ ~gj :::~ f::::=~ f=::::~f:::::~f:::: ~~~.. ::::~f::: ::~ r:= ::~f:::::~f::: "i,4.: ~ ,I, II II II II II II 11 II II III ill H I! :: n :: :: :: !! B!: i:l I ':. ~ II II " II II II II II II .:. ,. ~ 1/ II II II LI I' II II or I' ::: ~ :1 ~: :: :: :: :: :: :: :: ::: ::: a :: :: :: :: :: :: :: :: :: :1: i ~ ::: 'D :: :: :: :: :: :: :: :: :: ::: I ;0 ::: ..c ~: :: :: :: :: :: : : :: :: ::: i I' I:' N II II II II ., 'I II d II I:' : ]:! ~ iJ !1 :: :: :: i: ;: ,:: :1 it: i I ::! ~ :: :: :f :: q i: i: :: i: ;:1 I 11,011 \1 t 'I A d II II II II II ':' ,I, a II ,t II ,I :I II " 'I iI 'I L....-1 ill1-=-=-d~:-:-=-=-=-:::~:- :-:-:-=::~:-:-:-:-=-:~:c:-:-:-:-f ;:::1-:-:-=-:~:~:-:-:-:=-=~=::-:-:-:-:-:~:":-::-:-=-:~=-:-:-:T FJ 1 ""..'" ""_~ Io_.~ I -- 'MX. SPAN BE1\VEEN SUPPORTS ...... : A ,SEE TABLE 45) I VARiES 2' ~ 4' TOP PtATE NON- STRUC11JRAlIF ATTACHED TO EXISTING ALUMINUM BEAM WI #1 0 ~ 2' S. M. S. (2) 2' ~ _' (SEE TABLE 4.4) TOP PlATE MUST BE p. T. P. OR HAVE VAPOR BARRIER BETWEEN ALUMINUM AND WOOD FRAMING TO BE FLUSH SEE JAMB FRAME DETAlL 2' ~ 6' FRAMING ANCHORED TO DOUBLE 2' x 4' S11JDS WI (2) #10 x 2-112' DECK SCREWS ALL WALLS WOOO FRA.\.\E ~ NOTE: PROVIDE DOUBLE TOP PLATE FOR WALLS OVER 16' I~ LENGTH JACK STUD PURSUANT TO PROVISIONS OF mE FLORIDA DEPARTMENT OF HIGHWAY SAFETY 1 MOTOR VEHICLES DMSION OF MOTOR VEHICLES RULE 15C-2, Tl1E SPAN TABlES, CONNECTION DETAILS. ANCHORiNG AND OTHER SPECIFICATIONS ARE DESIGNED TO BE MARRIED TO CONVENTIONALl Y CONSTRUCTED HOMES AND I OR MANUFACTURED HOMES AND 'dOBILE HOMES CONSTRUCTED AFTER 1984. DECKiNG MAY BE 5/8' OR 314' PlYWOOD OR 514" ~ 6' OR 2 x 6 PlANKING (SEE SECTIONS .NEXT PAGE) Joa NAME: ADORESS: CCNTER LEDGER PIER KNEE BRACE REQUIRED FOR HEJGHT OVER 4'.{)' (MAX. HGT. 8'.{)') 2 ~ 6 JOIST HANGER EACH END BRIDGING @ 48' O. C. LEDGER SUPPORT 4' ~ 4' ?RESSURE TREATED PINE OR 3' ~ 3' ~ 0.090' ALUMINUM TYPICAL WOOD DECK FRAMING PLAN DRAWING FOR ONE PERMIT ONLY ~f- ~i3 aim g;:x: SINGLE BOTTOM PLATE WOOD FRAME GARAGE DOOR POsmON STUD JAMB FRAME DETAIL mE DESIGNS AND SPANS SHOWN ON l1-iESE DRAWINGS ARE BASED ON THE LOAD REQUIREMENTS FOR l1-iE FOLLOWING CODES: 1) STANDARD BUILDING COOE 1997, CHAPTER 16 iNCLUDING SSTD 10-96 2) BOCA NATIONAL BUILDING CODE 1996 3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM RESISTANT CONSTRUCTION 1998 WIND LOAD TO SNOW LOAD CONVERSION TABle: 50 YR SNOW LOAD OESIGN SNOW LOAD NINO LOAD I BUl\.OiNG TYPE 5.25#/ sa. FT. I 3-15 # I sa. FT. 9S M?H /OPEN 26-30 1#1 sa. FT. 51-70 #I sa. FT. 100 MPH 1 OPEN 31-35 #1 so. FT. 61-701#1 SQ. FT. 120 MPH 1 OPEN 36-00 # 1 SQ. FT. 51-70 #I SQ. FT. 110 MPH 1 ENCLOSED 61-70 # I so. FT. 51-70 # I sa. FT. 120 MPH 1 ENCLOSED SELECT ROOF OR WALL MEMBERS FROM APPROPRIATE TABLES TEXAS CONVERSION TABLE: \'VIND ZONE SEAWARD OF I.C.w. ' INLAND OF I C.'.". ' . INTERCOASTAl....ATERWAY ,'10TE: ....IND LOAD CONVERSIO~: SPANS AND HEJGHTS FROM TABLES ARE BASED ON 120 M.P.H. ....IND LOAD. TO CONVERT TO 140 M.P.H. 'NiND LOAD MULTIPLY SPANS AND HEIGHTS BY 0.55 1999 ....J ~ (/')::l llJZ o::~ ::l~ (/') f-(/') ....J UllJz<{ ::lo:: f- o::~OllJ f-~Eo (/')uo~ llJ::lllJz ~O::oO ~f-o_ O::(/')Of- lJ..~NU o~ llJ 02 (/') 0- ~~ ....J ~ .f- W ~ ~ . '" N a.. ... ~ ~ N CJl'" :::i ~ u: ... (])<..l<~ c~a~:g CllJ~",", (])::!;<S:.;f aJ&agie .~i:~g WllJo:JZ:QI Cl 0- (])'~5:~ () :t: :;; IlJ u.. citl"'i!l (])~~f- '-~:o :> 'llJ . :>...q (1] s: a.. ....Ja J eT( OF 7