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Home My WebLink About96-5995 BUILDING PERMIT ... CITY OF ZEPHYRHILLS Permit 1f! (813) 788.6611 "7~599~ 1-~~-5:0 - Date ~o BUILDING ELE~AL PL~G MECH~AL p<ope~owne";~ .~ Job Address: ) ~ ~ Paroell.D. . __:.. -._ - = - 0 - 0.;$00-. _ - . :0 Sewer Conn Water Conn: Water Meter: T,I.F.'s: Zoning: Description of Work ~~ FINAL & -{ z...-Lt DATE : LY~ilsrr; CUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. City License Registration # IS /'1 Permit Fee Signature Company Address Telephone# Valuation or -# ~ _ r - - Contract Price ( ."s. Do State Certified License# ~k~Y ;J//,)J ~ BUILDING ELECTRI PLU Bre kers Ducts Insl. Compressor Final Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Ftr. Pre SLB Lintel FRM. 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 ($15.00) 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. APPLICATION FOR PERKIT CITY OF ZEPHYRBILLS BUILDING DEPARTMENT OWNER'S NAKE (91:/3 Itrl-RT Ct:JyvJ~i PHONE OWNER'S ADDRESS JOB ADDRESS --38'7 J ;z, Eva 7' N A tV / LEGAL DESCRIPTION: LOT(S) Z. BLOCK SUBDIVISION PARCEL I.D.' 6;')/ ;;"~/,;;J.~/(XJ/Ot/OOJO ~/ OCJOO (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED: ~w Construction _Addition ----1U.teration _Repair _Install _Sign ~ove _Deaolish PROPOSED USE: L..------siogle Faaily _M/F _' of Units _M/H _C~ercial _Indust. _Swia. Pool _Other _Restaurant & Health Departaent Approval DESCRIPTION OF WORK: flAtI //? / /t./ u//? .pOc.7 L X ~br Square Feet, c;veL OS'q p~ 8' Height BUILDING SIZE: RESIDENTIAL : COMMERCIAL ATl'ACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATl'ACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERKITS REOUESTED V;UILDING $ ~J--n ~ Valuation of Total Construction ~LECTRICAL AMP Service Florida Power Corp. W.R.E.C. _MECBAIIICAL $ Valuation of Mechanical Installation _PL~ING GAS ROOFING TYPE OF CONSTRUCTION: _Block _Fraae _Steel SPECIALTY Other FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO ****************************************** Signature CONTRACTOR SECTION COKPANY 5re-Plfc:.~.s ~<....c./ D:) $J 1Jt--u;n State Cert. or Regist. . City License Registration' /517 ****************************************** BUILDER ELECTRICIAN COMPANY State Cert. or Regist. . City License Registration . ****************************************** SillDAture PLUMBER Signature COMPANY State Cert. or Regist. . City License Registration . ****************************************** - MECHANICAL COMPANY State Cert. or Regist. . City License Registration . ****************************************** Signature OTRRR COMPANY State Cert. or Regist. # City License Registration t ****************************************** Signature APPLICATION APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this pemit .ay be subject to "deed restrictions" which .ay be lOre restrictive tban City regulations. Tbe undersigned assUles responsibility for cOlpliance witb any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If tbe owner bas bired a contractor or contractors to undertake work, they .ay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor laY be cited for a .isdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirelents .ay apply for the intended work, they are advised to contact tbe City of Zepbyrbills Building Departlent, (813) 788-6611. FurtherlOre, if tbe owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for wbich they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If tbe contractor wishes you to sign as contractor that .ay be an indication that be is not properly licensed and is not entitled to per.itting privileges in tbe City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of "Florida's Construction Lien Law - HDleowner's Protection Guide" prepared by the Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is so.eone otber than the "owner", I certify tbat I bave obtained a copy of the above described docUlent and pro.ise in good faith to deliver it to the "owner" prior to couencelent. E. CONTRACTOR'SjOWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, zoning, and land develop.ent. Application is hereby .ade to obtain a per.it to do work and installation as indicated. I certify that no work or installation bas cOllenced prior to issuance of a per.it and that all work will be perfomed to leet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand tbat the regulations of otber goverDlental agencies laY apply to the intended work, and that it is ,y responsibility to identify what actions I lust take to be in co.pliance. Such agencies include but are not li.ited to: t Departlent of EnviroOlental Regulation - Cypress Baybeads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater Treatlent t Southwest Florida Water Managelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses t Ar.y Corps of Engineers - Seawalls, Docks, Nav~gable Waterways t Departlent of Health & Rehabilitative Services, EnviroDlental Health Unit - Wells, Wastewater Treatlent, Septic Tanks t US EnviroDlental Protection Agency - Asbestos abatelent I also certify that, if fill .aterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a RCOlpensating volUleR will be sub.itted which is prepared by a professional engineer registered in the State of Florida ~rior to per.it, issuance. A per.it issued sball 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 tbe technical codes, nor shall issuance of a per.it prevent the Building Official frOJ thereafter requiring a correction of errors in plans, construction, or violations of any code. Every pemit issued sball beCOle invalid unless the work authorized by such per.it is cOllenced within six IOnths of issuance, or if work authorized by the per.it is suspended or abandoned for a period of six IOnths after the tile the work is cOllellced. One 90 day l!Itension of tile, laY be allowed for the pem~t with fee cbarge of $15.00. Tbe extension shall be requested in writing to the Building Official. An approved inspection lUst be logged during each six IOnth period, or the project will be considered abandoned. WARMING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEHBIft'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AnORHEY BEFORE RECORDING YOUR tfO!ICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NO! NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT". ~(),.p~ ...~if~ ~~ OWIfER OR AGENT ~COIfTRACTOR STATE OF FLORID~,,:---., COUHTY OF 'f-" ~ The foregoing instrument was acknowledged before me this~, 19~ by who is personally own to me or who has produce as identification and who did/did not take an oath~~ ~~, (Signature) -/..f..J q lJ;( ~) u -0 (Name Typed, Printed or Stamped) NOTARY PUBLIC STATE OF FLORIDA ~ COUNTY OF r- ~ The foregoing instrument was acknowledged before me this ~_ /P--, 19 ~ by ---====--- who is~rSOnallY !)lown to me or who has produce as identification and who did/did not take an Oatl1.J1~~ /h. ~ (Signature) cr (Name Typed, Printed or Stamped) NOTARY PUBLIC "~\~~''- Nancy A. Mouctt 'J~i)~:\ M'f COMMISSION , CC534806 EXPIRES ,~. : : FebruaIy 21,2000 '1i""~' ElOIIllED'MIl1l'llVFAlNIN8UlWlCE.11IC 'Rr..\" !""'~' ",~i t. Nancy A. MO:;i, :>~.. '" ~*: :*~ MY COMMISSION * CCI'::l.<'" :'~-i..h... ~~~ February 2" )(>;' "-I"r?fl1~~ BONDED THRU TROY FAIN :;-:'. .-- ", ~~ ~ STEPHENS & WOOD ALUMINUM, INC. POOL & PATIO SCREEN ENCLOSURES 9508 DR. M. L. KING BLVD. EAST · TAMPA, FLORIDA 33610 PHONE (813) 621-8373 or 621-2200 · FAX (813) 621-8300 Date .~~ IrJ~ .19 9C /;/v,/J O:.)-,)(;--d/" CO/C'" (}():NO-- COOO Street 1-~/~/./2 /!;O ~i .'. (),'./ (';';1,(/ J /C'iJ , Sold to C~L,J.AIi') (1','lj/{'t.:clC:1iv ~~ -7' -r,,,,,--,~- Date Promised Ci tlJ, S tel te u,. Zip _,____ Terms [,ega] : Lo t ___~__ [J.l k ..---.:-:- X~/ PE -sR- -tM- ./+R O'Ff+eR- L? t1 /((2 ii. e s-I <:.:s .fA 11" .s '38?Fl (File i'j tv /~~ \ -- --, '\:'-----' ,.,---,-------, Home Phone9()(/- 5d/-0?('V.rJus. /A,c:l/ 1t:J- /7(/3 COLOR SCREEN: ~ <:fharcoa~ COLOR FRAME: ElliS"!;!€: ~hite~ LJ XI' TF/?'fV:&/l'TE r.. 7 ) "'_ '" ~'+ ~ ~ .): ~ (? --.< '" "\- ... ~~ ""l''''' ~ V' "".J ~ ..:.i ~ "'- ~ ~ v '-t- Q ~ L~HAIR RAIL I~/ J~/6 o UNATTAtHED '" ~ , {J ~ ::::s::.. '<:: BEAM ;-~ J ?-- 1/ / . . 3,;> 1 -~ ,-4) '<: ~ NUMBER DOORS: ~ ~ T..fH.e.e /dCt<lF;k1 ~'I' ALUMINUM ROOF! I. ",,J X ASS ;'vc Ft. Color ,. u): 1-1' } /1: l /' / .....;1"./ c:;w,j / na::-:. 1I?'JE' ~ L T07'A L ORDER DOWN PAYMEN7' BALANCE.' DUR ~ $ c7~~d'~ .1 , 0:../- ;J 500 --=--~,_~ <- " SPECIAL INSTRUCTIONS: ---::0Z (_..!!..~v /) ( o~t/'c~"-- $ BALANCE PAYABLE UPON COMPLETION UNLESS OTHERWISE SPECIFIED (I\\'NFI{S HESI'ONSIIIILlTY: Th,' O....'IH.r aw'"'' 10 as.'IIIll" r'.,spolI,ihilily for joh loealioll I)(,in~ within his properly lines and nol in violation ofs..thac.ks or otht'f f,':.;!rirtioHs. T1H' O\\'lIi'f will providl' adl~CJl1all' aeces--.; to joh sileo Contractor has assum(~d dec;trie current ,,,'i!:} he supplied by owner from e'x;Hting olltll'l. ~lATI'~I1IAI,S: '1'1", oWllers hnd)\' ('o\','nalll alld agr.'" th..llhe titl" 10 the 1I",tl'rials furni.,h..d which eompri""apartofthe suLject matter of this contractsha!! rernaill ill ~Iepl","s Ii; Wood ..\lllrnilllllll. IIIC,. IIl1til II". eontral'! prie,' and allY exlras is paid in full. The owners fllrther covenant and agree tha! s.i-! material ~hall })(' d('I'IlH'd to Ill' {.(Hl....idt"f,.d per:-:ol\:J1 propl~rly ;dlholll1;h the said rn~llI'ri;d may in sonw 'nanru~r b~ affixed or atta(~hed to the frat propr.rly w~thin ''''f!~.l-:''1\ ~~f: ht'fl'i'l said llI;lkn;,! may 1)4:' fr'TJ:.' sev('rnl from Ihl' pn'mi~'s as ::my olll1'r personally hy Strph(~lls &. \Vond AlumirHun, Inc.. t}lI~if ~l1cce8..'~(j',';'i and a3.l:.j~m\. DEL\ll!.T: III Ihl' ,'vl'nl II... owner ,;II all fail 10 mak,' allY paYllwnl wlwn the s'"nl' is dnl'. or any parlthe".of, or fail to perform fu1h' and prompth' 'my corl'lIanl or a~TI'em"nl hl'TI'ill St.t forlh, 11,,'y will pal' to Skphells l~ Wood Alumillum, Ine., its successors or :lssil..'Tls. all cosls aud expense tl.c said Stephens & W'Hld Aluminum.lnl',. or its SIII'e,''''OTS or a'sil~lI. lHay 11,,'cd))' ue pili 10, illcluding a reasonable attorney fee. If the owners shall become bankrupt or be pUI into rt'\ t"in.rship, or fail to rnak,. allY p;lynll'flf ",l1n; dill', or f~illo perform :Iny C'o....l'llant hrrein ront.ainrd, all sums th('n unpaid sJ13H bt'cornr due and payable upon ......ri~t,,1l noticf' thereof hy ~"'pllr!\:-; \.\. \\'oot! :\!lllllillll1ll, 11\('., il:- SUf(T:-..<.;ors or ~ssigns, TillS A(;HEE~lEi\T shall hI' hilldill~ IIpon Ih,' I,,'irs. ad,nil1islralors. "x,'culors, Sllceessors allu assib'lIS of the ownl'rs, WA[UtANTY: Stl'pl","s l~ \\'00.1 Alulllinlllll. ""'., wa'fallls Ihal all malnials uS/'d in completing installalion, contraclcd for hl'rl'in wiil be of high quality and n,"". and Ihal all work will I,.. don,' ;11 a workrn:I1"ik,. n1:11111"f, AllY !;reaeh lhi'rein. eausin~ all)' suh,lallli:" dl.feets. shall he ren1l'died without char~e. providing writkn flotin' i..; ~i....('n ~t"plll'ns l'\' \\'not! AltlmirllJlll. 1111'., wilhin o lit' y,'ar tlf l"ClInpldion. It is ag(('t'd hOwl~vf'r, that no dajrn rnay he filed under this warranty aJld JlO ohli~alioJl' 10 make adjJl'IJllt'Jlt lh",l' tlndn. will ,H'lTtll' tll1til ftlll ind,'bt..d.ll'''' of thl' OWtll'r to Slt'pl","s,~ Wood Aluminum, Ine" is paid, The aba,'" ,h,,11 Ill' Iltlll atld void tlnll's., a,""'(>II.<I within thirly days follo",ill~ datl' stll"nilled, It is agrl'cd by fh,' O\\,',wr rh:1l all\' ('Iaim ,'ithcr llnd,'r this contract or ulldl:r th,' warranty lll,rt"in abo\,f':-;I'! forlh, shalllw hrought only in t}w appropriate eourt ill Ilill..;horolll!h (:lJIlIIIV, Florida. Nol i,'(' In BIl)"('i: n'('l'ipr is hc~rt'by At'Ct'pred hy (:I) 1>0 llot :-;i~n t"i~; lll'forf' Yl)ll [('ad it or jf it ('o,;!ain:-; all)" bbnk spac'l"s. (1)) You an' "ll~i!I!'d to :l~~ 1':'Car'! copy of Whld~ 'v.' as ddLve.(~d to and '''''''''''''-''''-' hy ''':'~-::-___m d" ..r m_m___ ~__ _ ~ / Sllhmi'I,.t!'bY___~~ ,~~~ C-P;;;;"'L9~ ()Wll,'r I\pprovf:d Fy.-.---___._ Own,'r STEPHENS & WOOD ALUMINUM. INC. RX0029836 g"J l g' 'li, ,8"')l., 3'9/.., "j "')( I' p ,! I' e", " f'lt.C:' e,>..r? e'/..(? C'IoC' <:;! ~ ':)- ~ ~ I"i ')< y.. "I- ',,- >. ..... 0") '(I <;) ~ - 2X (; / ./ / / \u/ u / < 1'0/ ~r ~ /V) \~ /\::1 ... 'C ^ c:> ~J'o l? c- >- ('1) '\) M C" 'j. G 10 ~ \'0 "CJl.C' -e1l. (' (" .,. ~ \'- 'J.. '?J '(',(0 ~j..(' C" )< 'l> \'- .,. q -CJ.O Y:j(( r- )4 '=() '1/~Jr-'f;'J;X? "1.'1) Yi'JJ'lJ pC! ,"JI X I II I LH-:cY '-t'''' rV:'-U n( tJ ))J S"~, r,,L) c: 0 -!' . 'C'/ 1/ Co (;. / / / " ~ " <1> :::,.. ';:,- >- '>< .,.. ':'l .~ 'l> ~ > - 'J" ;) ~'~d <9Y:~ 3dIV" " 76,11 i' 7(.,,8 \, ). ~ Q 'C "" .~ ""-l ..:;: \; ~ ,~ ') .\..( "" _s, '0 ...... \..i 'v "" .-.< <-: ~ c:.3 ~ , /' I' <Q ~ "J "'l-- \I "l --t- "- <'6 ~, ~ C'6 ~ 'l:: ........ ~ '-C l'- J .--;.. '-0 Do <:r ~ <::l 6 tV] "< ..... " " I t' Do ..jM J l'J "'" <(\ \ f:).,r \ "il " ::;, \ "i> '- Co ;. ,.: (? "- \ ~ "- 'J- ~ <) -" h,1l.C V<l ~ - c) >>01 )I... , ':> / J>M~' / I ..... .- .I "- t;;; 'll / ~ r-JC I ~ ~ ,. ,j, ""- Iv"") ~-.....~... t>Q ': .;'" --: ,- - -:: :' : .~ ' ~ .,. :.. ' , I :. _ _ ~ l. _ _ .:', . ','" ,~- -. . .- '. - - '. -. "'- .,. . - - - - .,.- = . =: ':':~:, _i ,- . . "1. ~l(,"~l 1 ~-I'2- ~ ,J.. t.o L.# 6 EYZ-. 2-(0.2.1. ooIC)~OO$O()-OOOO I I ------1 J ! I j r \ 10 l t ~. () , C. \ ~<.,,:Y-V '-.V'-' f ---{'" t,-_...J __d__. .J I I I I I L----.............. ---J I I H.. J... __.l_.~ ..--~.._...-..~........ 7 c ~. './ ~--,_.._-~ - .. - .... ~ '5 B?/ '2_ ~u c\ 1~} L 4 N Z ~1)k_~tL{~S LoT' c t::)"q k. ce.2---.f.,. r:i s T-1 /.f_-~-'---" MAXIMUM ROOF BEAM SPANS IN DECIMAL FEET / SCREEN ROOF I SCREEN WALLS EXAMPLE: WIND 110 MPH DEFLECTION Ll60 POOL ENCLOSURE . - " - - < -----------1 COLUMN USED 1---------- > 8 'WALL ROOF (F) (G) (H) (i) (J) (K) (L) (M) (N) BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 2x8 2x9 USED PB SMS PB SMS 5MB 5MB 5MB 5MB 5MB . 4'.0' 18.42 19.08 19.25 19.25 19.25 19.25 19,25 19.25 19,25 (H) 5'-0' 17.08 17.58 17.75 17.75 17.75 17.75 17.75 17.75 17.75 2x4 6'-0' 16.08 16.58 16.75 16.58 16.75 16.75 16.75 16.75 16.75 PB 7'-0' 15.25 15.58 15.75 15,75 15.75 15.75 15.75 15,75 15.75 ~il'-O' 14,58 14.92 15.08 15.08 15.08 15.08 15.08 15.08 15.08 11'-0' 13.92 14.42 14.42 14.42 14.42 14.42 14.42 14.42 14.42 4'-0' 21.08 21.75 21.92 21.75 23.42 23.42 23.42 23.42 23.42 (J) 5'-0' 20.08 20.08 20.25 20.08 21.58 21.58 21.58 21.58 21.58 2x4 6'-0' 18.42 18.75 18.92 18.92 20.25 20.25 20.25 20.25 20.25 5MB 7'-0' 17.42 17.92 17.92 17.92 19.08 19.08 19.08 19.08 19.08 8'-0' 16.75 17.08 17.08 17.08 18,25 18.25 18.25 18.25 18.25 9'-0' 16.08 16.42 16.42 16.4 2 17.42 17.42 17.42 17.42 17.42 4'-0' 28.08 28.58 28.75 28.58 29.92 31.92 31,92 31.92 31.92 (K) 5'-0' 26,08 26.42 26,58 26.58 27.58 29.25 29.25 29.25 29.25 2X6 6'-0' 24.58 24.92 24.92 24.92 25.92 27.42 27.42 27.42 27.42 5MB 7'.0' 23.25 23.58 23,75 23,58 24.42 25.92 25.92 25.92 25,92 8'-0' 22,25 22.58 22.58 22.58 23.42 24.58 24.58 24.58 24.58 . 9'.0' 21.42 21.58 21.75 21.75 22.42 23.58 23.58 23.58 23,58 . 4'-0' 31.58 32.08 32.08 32.08 33,08 34,92 35,92 35.92 35,92 . (L) 5'-0' 29.42 29.58 29.75 29.75 30.58 32.25 33.08 33.08 33.08 2x7 6'-0' 27.58 27.92 27,92 27.92 28.75 30.08 30.92 30,92 30,92 5MB 7'-0' 26.25 26.42 26.58 26,58 27.25 28.42 29.25 29.25 29.25 8'-0' 25.08 25.25 25.42 25.42 26.08 27.08 27.75 27.75 27,75 9'-0' 23.92 24.25 24.25 24.25 24.92 26.08 26.58 26.58 26.58 4'-0' 38.25 38.58 38.58 38.58 39.42 40.92 41.75 44.25 44,25 (M) 5'.0' 35.42 35.75 35.75 35.75 36.58 37.75 38.58 40.75 40.75 2x8 6'-0' 33.42 33.58 33.75 33.58 34,25 35.42 36.08 37.92 37.92 5MB 7'-0' 31.75 31.92 31.92 31.92 32.58 33.58 34.08 35,92 35.92 8'-0' 30,25 30,58 30,58 30,58 31.08 32,08 32.58 34.08 34.08 9'-0' 29.08 29.25 29.42 29.42 29.92 30,75 31.25 32,75 32.75 4'-0' 41.92 42.25 42.25 42.25 43.08 44.42 45.08 47.42 48.42 (N) 5'-0' 38.92 39.08 39.25 39.08 39.92 41.08 41.75 43.58 44.58 2x9 6'-0' 36.58 36.75 36.92 36.75 37.42 38.42 39.08 40,75 41.58 5MB 7'-0' 34.92 34.92 34.92 34.92 35,58 36.42 36.92 38.58 39.25 8'.0' 33,25 33.42 33.42 33.42 33.92 34.75 35.25 36.75 37.42 9'-0' 31.92 32.08 32.08 32.08 32.58 33.42 33.92 35.08 35.75 INTERPOLATiON BETWEEN VALUES IS PERMiSSiBLE I ~ ALUMINUM STRUCTURES MASTER PLAN J 52 ~ ENGIt.EERiNG, INC. @ COPYRIGHT AL, INC, 1994 l"""r It! ,~ ~~ i ~ ~~ .~~ ~ ':'r) ~:l "-if :!) ~l "";' ~ ~ :~ ~". ~ I~ a; ~'::-i) ~ j ..1 .- ~! ~ :i i 1 ~ .~ ~ ~ ~ 1 ~:'j~ t", ,o,'ti ~;r;, _ _ '.,___, _, .__..____.__,_._.."_~_~~_..~~____.~' I~~...:~~"'~.~....~~~ POST I COLUMN TO CONCRETE DETAILS Typ. SJoI,8. Or Snop Column Screen SECONDARY 2x2 .093 Angle Eo<:h SIde Of Column With #10 SIoIS (SEE SCHEDULE) PRIIAARY 2" x 2. x .093 Angle Eo<:h Side fl10 SI.IS Eoch Side Concrete Anchor(s) (SEE SCHEDULE) ~ ' o 0 ~..'" ' "'. SIDE VIEW 1/4. Concrete Anchor 2 Eoch Side 1-1/2- SI.fS Typ. Snap Column Or 5.1.1,8. 2 Eoeh /10 SIoIS Eoch Side PRIMARY 2x2 ,093 Angle 1/4" Concrete Anchor Thru Primary Ang'e 1x2 Bose Plate Typ, i oj 2500 PSI Concrete~<' '~ oj. <I' ,~ <' ' 4 ~ <' oj <' ./I FRONT VIEW <1 ,~ ./I.. MAX SPACING -J . 24-" O/C .", .1 I. MAX, f) ,1__I.fAX SPACING 24. O/C MAX, 6" Concrde D.x:k Edge Screen 2 1/4" 4 1/4" 4 1/4" 4 1/4" 4 1/4" 4 1/4" '7 PRI~tA,RY 2" x 2" x ,093 Angle SECONDARY ANGLE SCHEDULE COLUMN TOTAL TOTAL #10 SIZE CONCRETE SHEET ANCHORS METAL SCREWS 4 4 6 6 6 6 ~ Concrete Anchor (See Schedule) 2x4 2x5 2x6 2x7 2x8 2x9 110 SMS Typ. TOP VIEW ~ SECONDARY 2. x 2. x .003 Mgle (TYP.) 2x6 5,101,8. Column o/e For 5.1.(.8. ALUMINUM STRUCTURES MASTER PLAN ENGI/oEERING, INC. @ COPYRIGHT AL, INC, 1994 32 ~,~.. ----.:..;:; ~-=---_._-- : ~ ~ ~ """ Q Q ml I2l ~ ~ o :1 fj ;1 ~ ;::t e :t , :;I ;:J .... U ~ ; C o = ;J ~ s:I e1 ,Q g ~ ~ ;4 :I; :I' :11 !II :I :I 31 :I 31 31 3 3, ::I :I :I :I tI :J tI :I, 4 ;a, 2J 3i J' 11 J) 11 II II Il U CAGE BRACING DETAILS ~f77t//~JI ~ ~ ~~.~ T IT nIL E'IC..ll3Ul:I: n 'wTIlilN T><IS -... - 0lCD"T1IlN "'" GAlLO> LJ gj I 1 TOP :>TRI\PS -' -' -' -' << << ::. ::. Cl 0 W W ~ -' \f -' '" ~ -' 'Z => => / " ..... .............. " ..... " ..... " ~ "ALL MACD<G = OCT"-D-S BEl..DY / Qo2 NG..L l/1l \//4 tul = TYPICAL TOP SffiAP BRACING \EA~ P111U< \ I:) l i '''<--1) NP WAll. 8RAONG ," . 2" 0,8, EX'!', RlJ(F L VALL JRACING RECUIRED n::R GAJL(.HlP.F1.A T SIX NOT E::s: JO..CV ///// /Yr/~//~ ~ > ..... " ..... " , .; .... "" ~ ..... "" :> ..... "" i " .... " .... ! " ..... " ...... " ..... " ..... i ~ "ALL ""-'C1>G srI: 1lE'T-"U I<l.1N ~ - DEHI[l "f" " " " 'D' " ~ " u " << '" <Xl ..... -' ..... ...J ..... <: ::. ..... / ..... ..... " " " ..... ..... .... c::JRNER CD;'U~ I ~ 11 ST "lKDS STEI:L CABLE KI N iHI ClOof:S S 3/32" 2xe~ \/1 3" Ot:l = I \/1 I" WI0 S><S I J I NP WAll, 8RAONC NOTES: CORNER CABLES OR RIGID BRACING SHALL BE USED ON ANY WALL NOT DIRECTLY FASTENED TO THE HOUSE IN ORDER TO RESIST DIAGONAL STRESSES DUE TO WINDLOAD. THESE CABLES SHALL EXTEND DIAGONALLY FROM EACH CORNER. TENSION SHOULD BE ADJUSTED BY THE USE OF TURNBUCKlES. TURNBUCKLES SHALL HAVE LOCKING DEVICE TO PREVENT LOOSENING. THIS STAINLESS STEEL CABLE SHALL'BE AT LEAST 1750 POUNDS TEST STRENGTH, THE BOTTOM OF THE CABLE SHALL BE FASTENED TO THE SLAB WITH THREE 1/4" FASTENINGS OR TWO 5/16" FAS.TENINGS WITH A 118" STRAP. EITHER WALL BRACING OR TOP STRAPS SHALL BE REQUIRED. ALUMINUM STRUCTURES MASTER PLAN ENGI~ERING, INC, @ COPYRIGHT AL, INC. 1994 45 / I. I I I I I I I I I I I I I I' I I I I I I t I , I I TOP RAIL / PURLlN CONNECTION I SCREEN 2 x 2 x ,045 PERIMETER 2 x 2 x ,045 SIDEWALL PURUN NOTCH COLUMN TO RECEIve: PURUN \.: (2) 110 SMS EA. SlOE Of PURLlN THRU 1/8" x 2 1/8" x 1 1/2' RECEIVING CHANNEL AND (2) - jl0 SMS INTO 2 X 2 EDGE BEAM NOTCH COLFOR PURLlN 2 x 5MB COLUMN {IO x 1 1/2" SMS @ 24" O.C, AND 'MTHIN 6" EA, SlOE Of COLUMN NOTE: WHEN USING SOLID COLUMNS A 2 X 2 X ,125 ANGLE SHALL BE USED TO CONNECT THE 1 X 2 0/8 TO THE COLUMN WITH 2 #10 SMS TO COLUMN AND 2 #10 SMS TO 1 X 2 '7 ~ / TRPC .A.LUMINUM STRUCTURES M.A.STER PLAN ENGINEERING INC. @ COPYRIGHT AL, INC. 1994 37 I BEAM TO COLUMN CONNECT~ONS I SCREENING 'BEm CAP w 10 SMS g 24" O,C, - 2 - ',0 SMS INT) SCRt:W BOSSES 2 x 2 x ,0<< EDGE MEMBER 1 x 2 x ,044 EDGE MEMBER ..... 2 x 3 ONLY 0@ 1 x 2 - ,044 EDGE MEMBER 4 - 0 x 3' SMS INTO 2 x 3 POST (2 - #10 x 1 1/2' SMS INTO SCREW BOSSES 2" S,M,B, ( TYPICAL 2 x 2 - ,044 EDGE MEMBER 0 II II ~I II II 0 2x3ONLY I 0@ '7' GUSSET PLATE \\HH 4 - 10 SMS INTO BEAM AND 2 x 3, EA. SIDE . NOTE: GUSSET THICKNESS MUST BE EQUAL TO OR GREATER THAN 111 A T OF BEAM IIfB THICKNESS / BGG NOTE: 2 x 2 AND 1 x 2 EDGE MEMBERS MAY BE ROTATED HORIZONTAllY OR VERTICALLY th~ ALUMINUM STRUCTURES MASTER PLAN ~ E~ He. @ COPYRIGHT AL, INC, 1994 36 ~ 'i ] J I\B<:- .;..... ~~~.,- ,- I@ ~ ~ ') :: = ~ ~ ~ I GUTTER TO FASC~A DETA~LS I 2 10 x 3" SCREWS @ EA.~ ,075 ALUM ANGLE CLIP (;> EA, BEAM@) f:3\FASTEN GUTTER W 10 x 2- \::V@ 12" O,C. - STAGGERED 2" 10 SMS (REf : T:<~ . GUTTER DETAILS) - 6 Id I~~ ib<i I : """ (DFASTEN FASCIA WI (2) #10 SCREWS INTO E"-. RAFTER MIN. 2" PEI,EIRATION- (MAX, 2/; O.C,) STRUCTURAL GUTTER 3 8" x 8" LAG THRU SPACER FERRULE @ EA. BEAMt:i\ ( FERRULE SHALL BE RIGiD ALUt.i. OR PVC PIPE ) "\iI ~ : T:<~ GUTTER DETAILS) i;z\CONTINUOUS ANGLE. 1 x 2 0 B, OR WOOD WEDGE \6)TO PLUMB GUTTER WHEN REQUIRED REF. SIMILAR DETAIL ABOVE FOR TYPICAL NOTES. /" /" /" (REF, BEAM TO GUTTER DETAILS) STRUCTURAL GUTTER /" REF, SIMILAR DETAIL ABOVE FOR TYPICAL NOTES. '. (REF. BEAM TO GUTTER DETAILS) ~. , MAY BE REVERSED USING SAME FASTENER PATTERNS 2, X - DENOTES ORDER OF INSTALLATION PROCEDURES J. ENGINEERING. INC, DOES NOT WARRANTEE, EITHER .EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRllY OF THE EXISTING STRUCTURE. \. 5" STRUCTURAL GUTTER / SGF 50 ~ ALUMINUM STRUCTURES MASTER PLAN ENCHBIlG, NC. @ COPYRIGHT AL, INC. 1994 I,; "" ~.... I~ o ~ I] ~ I :' ,i. .~ BTBI 28 ...... ."'-.i'.'''' -. :..ii:-4"7({ I BEAM TO BEAM CONNECTION DETAiLS I SPACING BETvy[EN SCREWS CANNOT BE LESS THAN 2" GUSSET THICKNESS MUST BE GREA TER OR EQUAL TO WALL THICKNESS BEAMS SHOWN ARE SCALED AS A 2x9 5MB OTHER BEAMS ARE SIMILAR CHAMFE!~ TO CLEAR SCREEN "0" BEAM TOTAL FASTENERS SIZE BOTH SIDES "b" 2x6 5MB 2x4 5MB 14 eo # 10 SMS NA 2x7 5MB 2x8 5MB 2x9 5MB BEAM SIZE 2x4 St/,B I 2x6 SI.(B 2x7 5MB 2x8 5MB 2x9 5MB NA NA 22 eo #10 SMS 30 eo #10 SMS 34 eo #10 SMS 38 eo #10 SMS NA NA NA NA NA NA DETA,IL ('..... Ai ,j NA - TOTAL FASTENERS BOTH SIDES "0" "b" 4" -..... -...... .....'-----.. o 0 0 0 0 0 ;>]~.......,""-----........ .............. I 00000000 ____ 00 ~ ':'0 j -- -- ............. -~.... - " EXTERIOR GUSSET P~.ATE .......,""____.........,........./ 1 1 5 eo # 1 0 SI.I,S 14" 24 eo #10 Sf)'S 1 ,-" .Q 4" DET AIL @ 28 eo #10 SMS 40 eo #10 SMS 32 eo # 12 SMS 40 eo #10 SMS 32 eo #12 SMS 16" 20" 20" 20" 20" 6" 6" 6" 6- 6' BEAM ,TOTAL FASTENERS SIZE BOTH SIDES "0" "b" 2x4 5MB 16 eo #10 SMS 14" 5" -----...... ;;-- "- ""----....... o -..... - 2x6 5MB 24 eo #10 SMS 16" 5" 0 -7 ---.................. 0 00/ j 2x7 5MB 28 #10 SMS 20" 5" 0 eo o 0/ 2x8 5MB 36 eo #10 SMS 20" 6" ~-----J 28 eo # 1 2 SMS 20" 5" 40 eo ~10 SMS 20" 6' -- 2x9 5MB 32 eo 12 SMS 20" 5" DETAIL @ 0 BEAM TOTAL FASTENERS SIZE BOTH SIDES "0" "b" 2x4 5MB 16 eo #10 SMS 14" 4" 2x6 5MB 24 eo #10 SMS 16" 4" 2x7 5MB 28 eo #10 SMS 16" 6" 2x8 5MB 40 eo 10 SMS 20" 6" 32 eo 12 SMS 20" 6" 2x9 5MB 44 eo ~10 SMS', 20" f)' 32 eo 12 SMS 20" 6" \~ --------- --------- DETAIL @ A 4 "x, 125" FLAT BAR MAY BE USED INSTEAD OF GUSSET PLA TES CALLED OUT WITH AN APPROPRIA TE LENGTH TO ACCOMODA TE THE REOUIRED SCREWS ~ ALUMINUM STRUCTURES .\fASTER PLAN ~ tIC. @ COPYRIGHT AL. INC. 1994 . . . 31 3 I I !I II D I I I I I >> I I I J I I I f I ~ I I BEAM TO GUTTIER DET A~LS I -- ~ -- 2" x ,075 ALUM, ANGlE CLIP (1) 0 EACH BEAM LOCATION (2)-/10 SMS SEE GUTTER TO FASCIA DETAILS (4)-112 x 3/4" SMS INTO GUTTER (1" ~:IN, SEPARATION) 2" 5MB SEE SPAN CHARTS (4)-/12 x 3/4" Sl./S EACH SlOE 18 SMS THRU CHANNEL INTO BEAlA S1RUCTURAL GUTTER 2 1/8" x 1 1/2" REC, CHANNEL .062 - - ~ - 2" SlAB SEE SPAN CHARTS - SEE GUTTER TO FASCIA DETAILS (4)-/10 SlAS INTO BEAM ( EACH SlOE) (2)-/12 x 3/4" SMS INTO' GUTTER (r MlN, SEPARATION) #8 SMS THRU CHANNEL INTO BEAM 2 1/8" x 1" REC, CHANNEL ,062 2" x .075 ALUM, ANGLE CUP J (I) I) EACH BEAM LOCATION ./ - 2 x 2 INTERNAlLY FASTENED TO BEAM II1TH (2)-/10 x I 1/2" SMS 2" 5MB SEE SPAN CHARTS - -.". --'): SEE GUTTER TO FASCIA DETAILS / / - ---/ (4)-/12 x 3/4 SMS EACH SlOE (4)-/12 x 3/4 Sf./S INTO GUTTER (1" f./IN, SEPARATION) 2 1/8" x I 1/2" REC, CHANNEL ,062 2" x ,075 ALUM. ANGLE CliP ./" (I) (j EACH BEAM LOCATION ./ - - ~ 2" 5MB SEE SPAN CHARTS - --t SEE GUTTER TO F ASClA DETAILS DOOR JAMB INTERNALL Y FASTENED TO BEAM II1TH (2)-/10 x 1 1/2" SMS (4)-112 x 3/4 SMS EACH SIDE (4)-/12 x 3/4 SMS INTO GUTTER (I" MIN. SEPARATION) 2 1/8" x I 1/2" REC, CHANNEL ,062 / BrG NOTE: AL ENGINEERING. INC. DOES NOT WARRANTEE, EITHER EXPRESSlY OR IMPUED, THE S1RUCTURAl INTEGRITY OF THE EXISTING S1RUCTURE. ~ ALUMINUM STRUCT. URES MASTER P.1..A.N ~ He. @ C~PYR[GHT~L. INC, 1~,94 I~ .. ~5 - ~. 445' '7 '= 445 49 "'n~ : ~L, '., ! ..,'>;. ", '. I" - _' "";~,{J~:: ;.~:" . , ' " ',", '....-, , :::;j =~....-..'- ~ pee ~I I PURLlN / BEAM TO BEAM CONNECTION DETAILS I TYP, ~ (2) - #10 SMS IN~O 5MB OR ~AP BEAM - EACH SIDE TY?, 5MB OR SNAP BEAM TYP, 5MB OR SNAP BEAM - 4 - 10 x 1 1/2" SMS INTO SCREW SOSSES - EACH SIDE 1 1 2" x 2 I/S" x ,052 RECEIVING CHANNEL w/ (4) - #10 SMS INTO BEAM & (2) - Hl0 SMS INTO BOTH SIDES OF 2 x 3 P,B, 2 x 3 - :050 P,S. 2 x 3 P.B, TYP, 5MB OR SNAP BEAM TYP. 5MB OR SNAP BEAM ( PRIMARY BEAM ) II~ W o '7 ,- ( SECONDARY ) HIO SMS INTO #10 SMS EACH SIDE PURlIN BEAM PRIMARY BEAM OF PURlIN BEAM 2 x 4 5 3 2 x 5 5 3 2 x 6 7 4 2 x 7 8 5 2 x 8 10 5 2 x 9 10 6 o o SEE SCHEDULE FOR FASTENERS TYP, SUB PURUN _ TYP. 5MB OR SNAP BEAM - PRIMARY 1 .~ ALUMINUM STRUCTURES MASTER PLAN ENCHBHl. He. @ COPYRIGHT AL- INC. 1994 2~ :if .' ::I !I 3' ::I :I 3 :I :J :a D l:J !!J :I nJ m !D m ~ ~ J J J I t f I t PE' Fp" --'.' . _ ' f}C~E I I SIDE 'vi ALL COLUMN TABLE I L RaT IIt:AI1 ~ JO" t ~ HEIGHT t NTE j HEIGHT 72' T t /-- lb ~I MANSARD GABLE MAXIMUM COLUMN HEIGHT IN DECIMAL FEET SCREEN WALLS 13 PSF . SCREEN ROOF 7 PSF WIND LOADS UP TO 120 MPH (0) (F) (G) (H) (I) (J) (K) (L) (M) (N) SPACING 2X2 PB 2x3 PB 2x3 SB 2x4 PB 2x4 SB 2X4 5MB 2x6 5MB 2x7 5MB 2x8 5MB 2x9 5MB 3'-0' 9,75 13.00 13,83 16.00 16.50 18.50 X X X X 4'-0' 8,67 11.67 12,50 14,50 14,33 16.67 X X X X 5'-0' 8.00 10.83 11.50 13,00 12,83 15,50 X X X X 6'-0' 7.33 9.83 10.83 11.83 11.67 14,50 19,33 X X X 7'-0' 6.83 9.17 10,17 11.00 10,83 13.67 17,83 19,67 X X 8'-0' 6.33 8,50 9,67 10.33 10,00 12,83 16.67 18.33 X X 9'-0' 6.00 8,00 9,17 9.67 9,50 12.00 15,67 17,33 X X INTERPOLATION OK I CHAIR RAIL CONNECTIONS) DETAIL CD 1/11' ~H; CliM'HQ ~IH, :r 'III 4 1'0 SWS / 1NlUV0fI F o\5Tn(NCl 2 1\0 5WS 1 l/'l SNN> Oft 5.4Il st'C11OHS IH1UlJal V CliAHHU wi 4 "0 SI.<S EXTER I OR@l CHAIR RAIL CONNECTION INTERIOR @ CHAIR RAIL 12 CONNECTION I NTE:R ro R CHAIR RAIL CONNECT! ON @ ALUMINUM STRUCTURES MASTER PLAN ENGI/oEERING, INC. @ COP.YRIGHT AL, INC, 1994 - 31 I ALUMINUM PANEL/POST/EDGE CONNECTION DETAILS BEAM] ALUIoCINUI.I Roor PANEl ALUI.I1NU1.4 ROOF' PAtl(L ~ "-... II" IHl>U BOLl 'WI 3/~' 'WASH(RS (ACH SIO( ~ ~ 1'0 Sl.4S PER 12' \'tiDE PANEL Wi 3/~'. WASHERS 1[( (OG( I(A>< '0. S11( SCC (DC,( t(AN '00 SIze COl.......H I P051 . HOIO<(O rOR 8(AU . (WAU MCXN(SS IotUST 8( (OU.-.L. TO CIA. ~.1(R THAN DCA'" WAU k()(NCSS CClC..llUN / POST. "'010<0 rOR B(""'" . (...,lll f'HICI.N(SS \IUS T ec (OJAl 10 ~ CR(A I(R lH"H 8(""" w4U lHICl(li!SS ," . 2" OPEN BACK. B(l~EN COlUI.INS _ 'I:( SO<CDuU: "0 SI.IS 0 2~" O/C !.lAX r-- 300 --I ~J' 1'0. ~ EXTRUDED HEADER ~ L THICKNESS = ,05 2,00 I-- 1 PURlIN B( AU o '<<.00" . ... 'so __I .so 1-- __1.50 f-- BREAKfORH OR ROLLfORH 'B' HEADER 2.00 --I THICKNESS TYP. ,032 1 SU SC><DUl.C 110 s"s t 2" D< ((HICR ADtH ,. fROM ClJ..UMN POS I r-- I" fl r-- Z,oo~1 .. I IIAXJ 4.00'. ===" "0 SIIS . ,,' 0 C. --I ,SO 1__ "':'-1 ,so f-- COlUUN I POSI (wAU. lHlCKN[SS UUSI B( (DUAL 10 M CRtA I1:R THAN BCAU WAll !HICKN(SS) - SllCO peR POSI CAPAC'''ES CHARI AND SPAN 'ABUS " REC(I"HC OUHHEl "'IH WAll THICKNESS EDUAl 10 M COlE A 11:11 IHA" "'H, CY B(AII M COlUU" "All lHlO<H(SS ~ BREAKfORH OR ROLLfORH 'A' HEADER THICKNESS TYP. .032 / 68 ~ ALUMINUM STRUCTURES MASTER PLAN ENGlt-EERlNG, INC. @ COPYRIGHT AL, INC. 1994 I ALUMiNUM !ROOF PANEL CONNECTIONS I EXISTING RAFTERS OR TRUSSES FASTEN FASCIA TO EACH RAFTER THRU RECEIVING CHANNEL w/ (2) - #10 x J" SCREWS w/ MIN, 1 '/2" PENETRATION INTO RAFTER MAXIMUM SPACING 24" O,C, RECEiVING CHANNEL #8 SMS @ EACH PANEL RISER 1 3/4" ALUMIMUN ROOF PANEL - (SEE ~PAN CHARTS) EXISTING FASCIA <> ~ (4) - #10 x ," SMS w/ 3/4"0 ALUM, WASHERS PER 12- PANEL THRU BOX END INTO FASCIA. 'AL TERNA TE: (4) - #10. SMS THRU BOTTOM OF RECEIVING CHANNEL INTO EACH 12" PANEL ( NO WASHERS REOUIRED ~ EXISTING RAFTERS OR TRUSSES EXISTING MASONRY, TIE BEAM OR WOOD FRAMED WALL EXISTING FASCIA RECEiVING CHANNEL I , ~ ALUMIMUN ROOF PANEL ~ (SEE SPAN CHARTS) FASTEN RECEIVING CHANNEL TO WALL/TIE BEAM w/ (2) - 1/4- x 1 1/4" 'RAWL' DRIVE NAILS OR 1/4" x 2 1/4" MASONRY SCREW ANCHORS. OR (2) - #10 x 3" SCREWS w/ MINIMUM PENETRATION OF 1 1/2" INTO WOOD STUDS ( WHEN APPUC, ) NOTES : / 1. RECEIVING CHANNEL MATERIAL SHALL BE ROLL OR BRAKE FORMED. OR EXTRUDED 6063- T6 _ 0,036 MINIMUM THICKNESS, RAFTERS AND/OR STUDS. WHEN NECESSARY, SHALL BE PREDRILLED TO AVOIDSPUTTING, ALTERNATE FASTENERS MAY BE USED PROVIDED THEIR VALUES ARE EOUAL TO OR GREATER THAN SPECIFIED, AND SHALL BE INSTALLED AS PER THE MANUFACTURER'S SPECIFICATIONS, STRUCTURAL STABILITY OF THE EXISTING 'HOST' STRUCTURE SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONNECTION OF ARC PROPOSED STRUCTURE. ~ ALUMINUM STRUCTURES MASTER PLAN E~ tIC. CD COPYR1GHTAL, lNC. 1994 7I :t:I :J :I :I :I :I :J :::J :J :r ::I :1 ::r :::J :J :J :J ::J :J :I :J :J J J ~ j : ~ i ; ! EDGE BEAM SPAN TABLE WIND 110 MPH . DEFLECTION LJ60 SOLID ROOF - OPEN OR SCREEN WALLS BEAM ROOF SPAN USED 6' 8' 10' 12' 16' 20' 24' 0' O/H 7.33 6.50 5,83 5.33 4.67 4.17 3.83 (D) l' O/H 6.33 5.83 5.33 5.00 4.33 4.00 3.67 2x2 2' O/H 5.17 5.00 4.67 4,50 4.17 3.83 3.50 PB 3' O/H 4.33 4.33 4,17 4,00 3.83 3.50 3.33 4' O/H 3,83 3.83 3.67 3.67 3.50 3.33 3.17 0' O/H 10.67 9.50 8.67 7.83 6.83 6.17 5,67 2x3 (F) l' O/H 9.33 8,50 7.83 7.33 6.50 5.83 5,33 OR 2' O/H 7,67 7.33 7.00 6.67 6.17 5.50 5.17 3x2 (C) 3' O/H 6.50 6.33 6,17 6.00 5.50 5.33 5,00 PB 4' O/H 5,67 5.50 5.50 5,33 5.17 4.83 4.67 (F) 0' O/H 7,83 7.00 6.33 5.83 5.00 4.50 4,17 3x2 l' O/H 6.83 6.33 5,83 5.33 4.83 4.33 4.00 PB 2' O/H 5,50 5.33 5.17 4.83 4.50 4.17 3.83 WEAK 3' O/H 4,67 4.67 4.50 4,33 4,17 3,83 3,67 AXIS 4' O/H 4.17 4.17 4.00 4.00 3.83 3.67 3.50 0' O/H 13.17 11.67 10,67 9.67 8.50 7.50 6,83 (H) l' O/H 11,50 10.50 9.67 9.00 8,00 7.17 6,67 2x4 2' O/H 9.33 9.00 8,67 8.17 7.50 6.83 6.33 PB 3' O/H 8.00 7,83 7.50 7.33 6,83 6.50 6,17 OR TILT 4' O/H 6,83 6.83 6.67 6,67 6,33 6.00 5.67 0' O/H 12,83 11.33 10.33 9.50 8.17 7,33 6.67 (I) l' O/H 11. 17 10.17 9.33 8.67 7.67 7.00 6.33 2x4 2' O/H 9.00 8,67 8.33 8.00 7.33 6,67 6.17 SMS 3' O/H 7.67 7.50 7.33 7,00 6.67 6.17 5.83 4' O/H 6.67 6.67 6.50 6.33 6.00 5.67 5.50 0' O/H 16.33 14.83 13.33 12.17 10.67 9.50 8,50 (J) l' O/H 14.50 13.33 12.17 11.33 10.00 9.00 8,17 2x4 2' O/H 11.83 11.33 10,83 10,33 9.33 8.50 7.83 5MB 3' O/H 10.00 9.67 9,50 9.17 8.50 8,00 7.50 4' O/H 8.50 8,50 8.33 8,17 7,83 7.33 7.00 O' O/H 21.50 19.17 17.33 15.83 13.67 12.17 11.00 (K) l' O/H 18,83 17.17 15.83 14,67 12,83 11.50 10.50 2x6 2' O/H 15,33 14,67 14.00 13,33 12.17 11,00 10.00 5MB 3' O/H 12,83 12.50 12.17 11.83 11.00 10.33 9.67 4' O/H 11.00 11.00 10.83 10.50 10,00 9,50 8.67 O' O/H 23,67 21.00 19.00 17.33 15,00 13,33 12.00 (L) l' O/H 20,67 18,83 17.33 16.00 14.17 12.67 1 J..5 0 2x7 2' O/H 16.83 16.00 15,33 14,67 13,33 12,00 1 t;-D 0 5MB 3' O/H 14.00 13.67 13.33 12.83 12.00 11.17 10.33 4' O/H 12.00 12,00 11.67 11.50 10.83 10.00 9.17 0' O/H 29.33 26,33 24.00 22.00 19,33 17.33 15.67 (M) l' O/H 26,00 23.83 22.00 20.50 18.17 16,50 15,00 2x8 2' O/H 21.33 20.50 19.67 18.83 17.17 15.67 14.00 5MB 3' O/H 18.17 17.83 17.33 16.83 15.83 14.50 13.00 4' O/H 15.83 15,67 15,50 15,00 13.83 12.67 11.67 0' O/H 31.33 28.00 25.50 23,50 20,33 18.17 16.33 (N) l' O/H 27.67 25.33 23.33 21.67 19.17 17.33 15,00 2x9 2' O/H 22,67 21.83 20.83 20.00 18.17 16.17 14.00 5MB 3' O/H 19.17 18.83 18.17 17,67 16.33 14.67 13.00 4' O/H 16.33 16,17 15.67 15.17 13.83 li67 11.67 INTERPOLATION BETWEEN SPAN VALUES IS PERMISSABLE SPAN VALUES ARE IN DECIMAL FEET ALUMINUM STRUCTURES MASTER PLAN ENGJ~ERING, INC. @ COPYRIGHT AL, INC. 1994 - ... ----..,..... ....----~.... , . 77/ ~:.L...' -::""",-~-o-_,-,'-.'::::-'- ." .-_....l-:'!....d~.~.....,..........~.z'.r.'r<:.-..,_.--L_.,:_,~_-,._.:~_. _"-"'"__"""_'___'_'_""...,.,. _,' I 2 x 3 EDGE BEAM CONNECTIONS DETAILS I (2) #10 X 2" SI..lS THRU CO!... INTO SCREW BOSSES (2) #10 X 2" SMS THRU COL INTO SCREW BOSSES 1 1/4" X ,050 X S" LONG STRAP W/ (2) #10 SMS INTO EDGE BEAM ANO (2) /110 SMS INTO CO!... (REO'O fOR SPANS GRE'A TER THAN 12'-0' W/ 2'-0" I..lAX. OVERHANG) 2 X 3 - ,OSO P,B, 2 X 3 - ,OSO P,B, 1 1/4" X ,OSO X S" LONG STRAP W/ (2) #10 SMS INTO EDGE BEAM AND (2) #10 SMS INTO CO!... (REO'O fOR SPANS GREATER THAN 12'-0" W/ 2'-0" MAX, OVERHANG) ,062 REC, CHANNEL W/ (4) - #10 SMS INTO EDGE BEAM AND COLUMN 2 X 3 P,B. COL. (T'rP.) 2 X 3 P,B, COL (TYP,) ~ @ /110 X 1 1/2" SMS @ 24" O,C, AND WITHIN 6" Of EACH SIDE Of COLUMN (4) - #10 SMS W/3/4" NEO-WASHERS PER 12" PANEL (4) - /110 X 4" SMS IN TO SCREW BOSSES (2) #10 X 2" SMS THRU COL INTO SCREW BOSSES 2 X 3 - ,050 P,B, 1 1/4" X ,050 X S" LONG STRAP W/ (2) #10 SMS INTO EDGE BEAM AND (2) /110 SI..lS INTO COL (REO'O fOR SPANS GREATER TH(<N 12'-0" W/ 2 -0" MAX, O\o(RHANG) 2 X 3 - ,050 P,8. 1 1/4" X ,050 X 5" LONG STRAP W/ (2) #10 SMS INTO EDGE BEAM AND (2) '10 SMS INTO CO!... (REO'O fOR SPANS GREA TER THAN 12'-0" W/ 2'-0" MAX, OVERHANG) I X 2 0/8 2 X 3 P,8. COl. (TYP,) (4) - #10 X 1 1/2" IN TO SCREW BOSSES cg @ NOTES: @@@ @ ROOF SPANS UP TO 12'-0" WITH MAXIMUM 2'-0" OVERHANG / USE 2 x 2 EDGE BEAM SPAN VALUES EBC23 ~ ALUMINUM STRUCTURES MASTER .PLAN ENGf..EEffl:J.~. @ COPYRIGHT AL, INC, 1994 70 -, , SC~EeN :31 31 31 :I :I :I 31 ]I :I :I :I :lI :J :I :J :J :J :J :I :J ::I :I J J :J :I ::I :I :a :a ; '~ ~ ,., I~ ~ ROOF RISER PANEL 3.?0 ~::: 12"x3" 3004-H16 DEFLECTION L/60 12.00" \ ~ PANEL WIN~n1 SPAN SPAN SPAN I SPAN SPAN THICKNESS VELOCI SIMPLE l' O/H 2' O/H 3' O/H 4' O/H OPEN STRUCTURE . 100 MPH 12.00 12.00 12.33 10.83 7,!;e 110 MPH 11.00 10.83 11.33 10.83 7.50 0.024 120 MPH 10.00 10.00 10.33 10.83 7.50 130 MPH 9.33 9.17 9,67 10.33 6.33 140 MPH 8.67 8.50 9.00 9.67 5.67 100 MPH 15.33 15.33 15.67 15,83 16,33 110 MPH 14.17 14.00 14.33 15.00 15.83 0.032 120 MPH 13.00 13.00 13.33 14.00 14.83 130 MPH 12.00 12.00 12.33 13.17 14.00 140 MPH 11.17 11.17 11.67 12.33 13.17 100 MPH 16.50 16.50 16.50 16.83 17,17 110 MPH 15.67 15.67 16.00 16.50 17,17 0.036 120 MPH 14.33 14.33 14,67 15.33 16,17 -, 130 MPH 13.33 13.33 13.67 14.33 15.17 140 MPH 12.33 12.33 12.83 13.50 14.33 ENCLOSED STRUCTURE 100 MPH 9.67 9.50 9.83 10.33 7,50 110 MPH 8.67 8.67 9.00 9.50 7.50 0.024 120 MPH 8.00 8.00 8.17 8.67 X 130 MPH 7.33 7.33 7.67 8,17 X 140 MPH 6.83 ' 6.67 7.00 7.50 X 100 MPH 12.33 12.33 12.67 13.00 13.6?o 110 MPH 11.33 11.33 11.50 12,00 12.67 0,032 120 MPH 10.33 10.33 10.67 11.17 11.83 130 MPH 9.67 9.50 9,83 10.50 11.17 ., 140 MPH 9.00 8.83 9.33 9.83 10.50 100 MPH 13.83 13.83 14.00 14.33 14.83 110 MPH 12.50 12.50 12,83 13,33 13.83 0.036 120 MPH 11.50 11.50 11.83 12.33 13.00 . 130 MPH 10.67 10.67 11.00 11.50 12.17 . 140 MPH 10.00 9.83 10.33 10.83 11.50 INTERPOLATION BETWEEN SPAN VALUES IS PERMI9-SABLE. SPAN VALUES ARE IN DECIMAL FEET ~ ALUMINUM STRUCTURES MASTER PLAN 89 I ~ ENGIt-EERING. INC, @ COPYRIGHT AL. INC. 1994 1""'1"