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HomeMy WebLinkAbout99-9024 BUILDING PERMIT -- CITY OF ZEPHYRHILLS (813) 788-6611 Permit 09024 )ff?'~ ~ ~~L P~ Pmp,rty Own" 711 R"d~ ~~ ~ Job Address: ~tl ~ Date 1/-~9-9:1 ~~L Sewer Conn Water Conn: Water Meter: T.I.F.'s: Parcell.D. # Zoning: DescriPtion of Work Energy Code: :;;r Radon Gas: . ~ ~ (!.A~.LM- ( n~ ~-4!'~~ NO OCCUPANCY BEFORE C.O. FINAL DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE Valuation or .A' ..-: Contract Price--1" ~. t, Do . City License Registration # ..3 O~ State Certified License# l!,23 eLJ,;J:J. I ~ ? QA.\.~~~ (}~7;~ r; t ;l-9t.fl/.o- BUILDING ELEC~ ~ Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Pl~- - SLB Tub Set Water Sewer Final MEC~I\IICAL --- Breakers Ducts Insl. Compressor Final Fl<. Lkg-~'1 ~ Pre SLB /2 ~ - ~ ) 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 ($ 25.001 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. b.C..STt-;VL c~,:5T. bt D ~ .Sil._.tT tilt. cYlI:..5 VlL SQ. FEET PRICE MAIN OR LIVING AREA OTHER AREA UNDER ROOF 2t.fo I ':5, 'Q () OTHER 3 D bro.o, v ~1\11~,.1 . . BUILDING: ..LIO, 0 ~ ELECTRICAL: fJiA PLUMBING: MECHANICAL: RADON: I CREDIT: 1 SEWER: N f,>t WATER: J TOTAL: ~ I T.I.FI,S~ 1J fA . I -co"'rA-L - ~O . t.<::' PLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT At Cb~; /9ff:t rJ rr- ~1~ DATE RECEIVED //-/g- ~l PLANS REVIEW FEE OWNER'S NAME Gt..(:;)~ }.)t:.,l..--SO,.J JOB ADDRESS &/ D 9 SILV~ OPrc.s. ~ PHONE '17 C) - 8' 5d-'1 LEGAL DESCRIPTION: LOT(S) 6J-. BLOCK PARCEL ID # ()3"~~:r.;2J- OldO-OOOOO-OQdO SUBDIVI SION .s I LV EYL 0/\ fLS (OBTAIN FROM PROPERTY TAX NOTICEl WORK PROPSED: ONEW CONSTRUCTION o SIGN 9D. ADDITION o MOVE OALTERATION o REPAIR o INSTALL o DEMOLISH PROPOSED USE: ~SGL FAMILY DWELLING o COMMERCIAL DMULTI - FAMI L Y o INDUSTRIAL 0# OF UNITS o SWIMMING POOL D MOBILE HOME D OTHER DESCRIPTION OF WORK c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL At:>fJlI<JC:> 00 ~Cf!-~ t200AA.. BUILDING SIZE __l~ i ;HO SQUARE FOOTAGE ~"Io HEIGHT RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REQUESTED ~ BUILDING $ c::J 4-00 ,00 VALUATION OF TOTAL CONSTRUCTION 0 ELECTRICAL AMP SERVICE 0 FLORIDA POWER 0 W.R.E.C. 0 PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS D ROOFING D SPECIALTY ~ OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES D NO "~~~fA1'in:i:'''' ... COMPANY C; . L.. S Tei E- Co I.) $, Tt2.<X-Tl D~ STATE CERT OR REGIST # CPc>-Co;}-ifI30 CITY PROCESSING # 30S;1:I./JOJ ~ -f-'r; A"./uh) BUILDER SIGNATURE r-~if-~ ****************************************************************** ELECTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE MECHANICAL **********~******************************************************* COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ................................................................. CONDITIONS OF PERMIT AFFIDAVIT A: NO~CE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to ~deed restrictionsn which may be more restrictive than City regulations. The undersigned assumes responsibility for 'compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSI3ILITIES If the owner has hired a contractor or contractors to undertake work, they may 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 may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sectionsn of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of ~Florida's Construction lien Law - Homeowner's Protection Guiden prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the ~ownern, I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the ~owner" prior to corrunencement. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has corrunenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand 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 include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.n, it is understood that a drainage plan addressing a ~compensating volumen will be submitted which is prepared by a professional engineer 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 plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is corrunenced 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 corrunenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENTn. ~U-~~ SIGNATURE: CONTRAC OR STATE OF FLORIDA '17 COUNTY OF r ~ co The foregoing instrument was acknowledged Before me this ~day of Novew.-b(!(, 19.!J.j by D~brA. 1,..\1. 6-tt've ...../ (name of person acknowledged) ~who is personally known to me, or STATE OF FLORIDA COUNTY OF t/~co The foregoing instrument was acknowledged Before me this ~day of AJoll~-h~Y, 19 ~q by D~ by-a.. 11\.). 6tcw'_ _/' (name of person acknowledged) ~o is personally known to me, or o who has produced (type B'did not of identification) take an oath. ~ Dwho has produced (type of identification) and ~d not take an oath of person taking acknowledgement S' person taking acknowledgment Name typed, ~, '.." , Name typftA~itfo~~g:~~:e~~ff ~~~)~:.- Expires NOV. 15,2002 ""?lrii'~";:~' BONDED THRU "I,""""", .,\-q.A';~T'(' :,:()N01NG co., INC. _ :.(tajl!lrhs:taJnp.~90817 ;~ J..iJ Expire,; NOV. 15,2002 ~'" oi"fi-<f:.,-- BONf.'ffJ THRU """\\' A !lJ\N 1 :(, " -,:rTiG CO., INC. FRDr-l : TH~ t'~ELSCitlS FA>< tn : 813 779 8529 Ho<,). 18 1999 09: 45AI1 F'1 ,,~ 11::, j~ &J.v(!~ tkh: ~~d~' .~ . ' / . JI,_.. . ~. 3J.R.. IUu- r ~~ .b ~ /"tUl~' d4c/ ~ //'i~r #-~~~h~. ~ Jt..pn,t ~ j~. ~ 'l ,JL ~ ~ ." #- ~ '0, r~ tt/( 13 /~ --, 7h-e D. {? c. ~ ?'~. I ;) ~U~~. t~dl ~ ~/,J' /Ji,. ~ 813/ 71j~ /'Sa1"l /~ ~9 t Jf,L /JIlL db ~ .~ FROM THE NELSONS F H>< 110. 813 779 8529 No~". 09 1999 09: 14HM P2 g G 21 ~' ---:..( ~ 'I \\~.~ " (/) .- r < m ?J '\ '., .\ 11 ~: .' -'. 1'\' '.' .' " ". ,': ~., , " C[- , " .... ..i. '\.' C) \ \- / ! 2 x. lI1 i- :s t1\ ~ 0,.<.' ~^ ~ v~ , ~1\1 "\1\ (/l .... o m Z- o m I r ~ ~ :: .' ~. A 'Li /"" 2s.D r ...~ " \ . . I I . 'P (p "~ ... (j) .- ~ ~ ~ r< cf' ~.4 rf "rh,' .';: ..... ,~ ..}'/) -'" -' --r /I,':} . W r- / I PERIMETER MEMBER tw'f ! I / /=:~~.~-" I-:~ v 'I "---- .,/--~. ~. ~~.~,.-~~_L~!.:y ;'\ .' j ~- SEE TABLE 1.3 H I. ~~ I j V/~~= f6~~J:~) -- >.-- ~y- -j --. /;;y~ -~-~ ~;~~~~i;-~--=-:~~~:~f:~~?~.~:r "---~~;P.-'~ SCREEN 'NPICAL CHAIR RAIL (TYPiCAL) CABLE COr-."EC~IO," DETAIL 2 (TYPICAL) GRADE PURU'<S (TYPICAl) PERIMETER MEMBER CABLE CONNECTlO," DETAIL 1 (TYPiCAl) C.A.BLE CONNECTION OET AIL 1 SE:: TABLE 1 .3 \ =-.-=-t.\' / / / ,_ _ CHAIR RAIL (TYPICAL) I SEE TABLE 1 . , , .,..,.-=-=-=.......:-"~ '.xT GRADE NOTE: SIDE WAll C.A.BLES ARE REQUIRED WHEN PROJECTlON 'SW :;XCEEDS ~l 29'-0. Tr1EN PROVIOE (1) C.A.BLE FOR S7"/i\r. EACH 300 SQ. FT. OF WALL AREA GS~ ,vC ~ \':..-,; ... '";' <.\:/:~-"" .' . ., .~'i I . /"'--'<,;~ ALU~tINUM COLW,lNS ~~~--=:."_;' . ;",;0 SEe TABLE 1.:1 OR' . (~ '....'....... - ,,,.--- C.A.BLE i3AACLNG "'...., ~",.",.~? UNL:SS .'IOTEO OT'rl::R,v'SE. S:Z: ~~~"W - ME~~3EFl.S PER APPROPRIATE ~ABL:S .....,<e./ SCREEN TYPICAL '1 K.3AAC:NG (OPTIONAL) --, ,---'- ,,' 4'" '"-.---~- _ _-.:"" ... C:':?=~~7 _ TYP!CAL FLAT ROOF ELEVATION PERiM:rc.R WALLS ANI) F~MING SIZES SE:: 7AaLE 1 ,3 OR 1.4 K.3RP<CING (OP1l0NAL) TYP!CAL FLAT ROOF ISOMETRJC C.A.B LE CONNE cnON DET AIL 2 TYPICAL MANSARD ROOF ELEVATION NOTE: SIDE WALL CABLES ARE REQUIRED M;EN PROJECTION 'SW EXCEEDS 29'-0. Tr1E.'I PROVI DE (' ) CABL E FOR EACH 300 SQ. FT. OF WALL AREA ~/S7: /~S7?:r, -" lUli'€, ALUMINUM SEAI,\S SEE TABLE 1 , 1 OR 1 . !l PERIMETER WALL FRAME SIZE SEE TABLE 1 ,3 AND 1.' ALUMINUM 3EAM SEE TABLE 1 . , OR 1 . !l K-8RACING (OPTIONAL) DIAGONAL ROOF BRACiNG SEE SCHEMATIC PLAN PURUN DIAGONAL ROOF BAACING SE: SCHEMATIC PLAN UNLESS' IOIED OTHERWISE, SiZE MEMBERS PER APPROPRLA TE ~ ABLES 1YPICAL MANSARD ROOF ISOMETRIC TYPiCAL NOMENCL.1,TURE FOR SCREENED ENCLOSURES: -N" = SCHE:!', PANEL SPACI,..G 't.. = MAXiMUM BEAM SPAN W1TI10UT KNE: SMClE. ADD i-'CRIZONTAL LE.NGTH OF KNEE BAACE TO SPAN FRCM TABLES. .,.,. '" MAXiMUM UPRIGHT HEIGHTS 'SW. = SIDE WALLS CA.'I BE FRAMED WITHOUT ~CP BEAM AND CA.N BE SMALLES7 :xTRUSIONS ALLOWED BY SPAN TABLES - ~:"-.-' ." "' ->-';"","",' . - ...--..---.-- -----..----~,.,-..,--.----'-~--..-~.-~T-.-:-.-,-.-' -j"~ fW-r r- "....----'---.... / /-- /'/; . ,~"'- , --. ~~, - _. ~,-~-, w'-:7~ .-~>~ SE:TABLE' 3 H \., / / ~ -. ,. ': / !/ t~g~) -~ _ -~;;?----~:- '-T~=-2;~ //- " .__:~~~~-~~~f~~ri~~~:l; ~' ...... c.__~:-;.~_,,"_:-., PURllNS (TY?ICAl) CABLE CONNECTION DETAil 1 (TYPICAL) SCREEN 'NPICAL AL TERNA TE CABLE C.A.BLE CONNECTION DETAil 2 (TYPiCAL) ,. x 2" GRA!:; E 1YPICAL DOME ROOF ELEVATION NOTE; " x 2" TYPICAL UNLESS NOTED OTr1ER'NISE. SIZ: MEMBERS PER APPROPRlA7E TABL:S TYPICAL DOME ROOF ISOMETRIC Tr1E DESIGNS AND SPANS SHOWN ON Tr1ESE DAAWINGS A."E BASED ON Tr1E LOAD REOUlREMEJltTS FOR TI1E FOUOWING CODES: 1) STA.'IDARD BUILDING CODE 1997, CHAPic.R'6 INCLUDING ssm 10-96 2) BOCA NATIONAL BUILDING COOE 1996 3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM RESISTANT CONSTRUC1lON 199!l NOTE: WINO LOAD CONVERSION: sP....'1S AND HEIGHTS FROM TASlES ARE BASED ON '" ~20 M.;:>.H. WiNO LOAD. TO CONVERT TO A 140 M.P.H. WiND LOAD MULTIPLY sP......S AND HEJGHTS BY 0.85 c:::.,., JOB NAME; ADDRESS; . O;:''':''Jf~IC;:C~'=\,;::;::~=..!lrc:-,,-y -.l ~ :::; (j) Z ~ ill 2 0:: :::; Z f- c.9 (j) () :::; (j) a:: w ~ f- 0 r- (j) (j) ill ill W 0 ~ 0:: ~ :::; Z f- 0:: () 0 l.l.. :J f= ~ 0:: () :J r- w z :n r./) ~ ~ ~ :::; z ~ 2 :J -.l ~ 1 CF 10 ~~~~-- :..-..,. .-'-, ,,:,;k.:ji::_ ._'._ ...~"i;:-:7,r.-~i~,':..,:-~.~~:':t~~~iTj~0~:.;:'!~~ 5'- ...~.. ..'__~ .~.::~~~i~ ;,,~~~.i.__ .______ 'H-::"hh.___:U"~"'~~. __. "-~--~7""".- - _..~.::.;:~~..J PURLlNS (TYPiCAl) /- W -/ NOTE: MATCH SLOPE AND EXTRUSION SIZE AND SPACiNG FOR RISER WALL BELOW ..., \ ~.. --,~.. --,--- ~ ..'~ - -='~ >r-_~_-, . CASU: CONNEC71CN 'JE1"AIL 1 (TYP'CAq AU..?~INl..'M 3St..,M SE:: CABLE 1 , OR'.8 ..---- ", --.'--:1' _ -,.- /'- ,...- SC;:;EEN '7"YP!CAL Sc=: ~ ABLE. :.A8\..= C~~NEC0G,~ :;=- AiL 2 (7.......;:l.CAL) / ',.:t::. "'"Y?1C,AJ.. '3?.ASE Tl'P!CAL GABLE ROOF E~EVAiiON ~, NOE: SIDE ,VALL CABLES ARE ;:;::CUIREJ ....hEN pROJECT,C.N '$W' =.XCE:::lS 29"";" THE.N P'<OVIDE (1) CASLE FCR EACH 300 SQ. ;:-;. CF^,ALL AREA "~~., / ~~~<~'~ ~~~ r- '''''''' ~~'/ /'~" " _....:' _ ~ :"_RL,NS (TYP'CAL) .." '--"" '~ ./. SCRE::N >'rP'CAL ~ ~....-", ,./,~ ... ~/ ~I I,," '''',0,. ""'~_ AL'~M,NUMBEAM ~~ ~ I,... "-. ~ I . TABLE" OR 1 3 ..--/,.",' i", .. ~~"~~ ~" ..~~ ~... ~.............. "",,/ / ~ ::: AG::;~L 3;<.AC NG ,;)~Ri..~e:TE~ 'NAL~S ;:~'...I~G ____>...." "~~ -.........~ SE= ~:-=I~Ai:: ?~~ SeE TABLE 1 :} ~ ~ '~_..... __ AU..l-A "'-lLM :CL!.J~'~S TY'P CAL "../ 5:::::: -A3l:: 1 3 OR' 5 UNLESS OTHE.RW1:.;E NOTEiJ. SiZE ~E~BE.RS PER AR?ROpRlA TC TABLES ~. x Z* ~?\CAL TYPICAL GABLE ROOF iSOMETRIC r x rAND" x r MAY 8E ROTATED TO RECEJYE SCREE~ O?TIO:-w. ?OSIT10~ OF TO? RAil WITH l' X 2' ~. BEAM '10TCHED AROUND 2' x 2' x 0.044' ~G i ~'l~. " ...0.' o.v':f:J '0'" 11- ~ SELECT FASTENER SIZE, .NLiMBER A.ND PATTERN FRC~ TABLE '.6 i 0. q-' ~ I 9 ~ g; P\JRllN (TfPICAl) /- W .; i NOTEMATCH SLOPE A.ND EXTRUSION SIZE AND SPACING FCR RlSER WALL BELOW >/~ .. CASLE C::)~'EC710~ :;E~AIL 1 ('7"YPICAL) .~ '" . .1.: SCRE S!'I TYPiCAl CABLE CGSSEC~C~ C:ETAll 2 (TYJ"CAL) ," . 2' TYPiCAL SEE TABLE 1.3 H ,- '7--~ GRACE /...-...== / ,... Tl'P'CAL TRANSVERSE GABLE ROOF ELEVATION ~OTE. SIDE WA~L CABLES ARE ,'<EQUiRED y"EN 'ROJECT:C~ 'SW' r..,~EEDS 29'.,J" THE.N PROVIDE (1) CAS~E FOR EASH 300 SQ. FT. OF WALL AREA D:AGC:-w. ROOF BRACiNG ../"': /. ' "'OC"'M"C'~ '~~<s~.'."~ ::::::~'CAL) ~\>;~?",,~ fc~YfcC~) \:>~~~~ / d~~~~~~ ~ ,-;-..., / '-...... /h~~" __ ALUMINL.~ BEA.~ SCRE:::S TY?'CAL -~_ "'-~ I,".' ,ABLE' . 1 OR 1.3 ~;'-......~ , ,......~' ~......... ~ '"x2'TY?OJ.. -"~'-......: /1 /', , /0............ ~.. ,,~~I/ I \,;/ p' /'" A!:~~iNUM COLl,;MNS TYp!CAl ---/- '~"~./\~. ,/ Sc= ,ABLE 1 . J OR 1 . 5 ' ~......... / SW UNLESS OTHERWISE SCTED, SIZE ~// / ~EMBERS PER A?PRCPRlATE TABLES ~ \~ PER1ME"i'ER WAlLS FRAMING SEE TABLE' ,3 OR 1 .4 TYPICAL TRANSVERSE GABLE ROCF ISOMETRIC ~ ~ , "f! '100, '10 <;;.c<:f$ t'1o'O \ \ ~\ BEAM NOTCHED AROUND 2' x Z' x 0044' -. I lJf I ~ I f t V- 2- x 6- SEA\1 TO 2- x 3" UPRIGHT CCNr-.;SGTiCN aET,~:L (FLU. !...~.P) I ~ lJ) GUSSETi ?tATE 0.050" OR GREATEFl s o o '" ;., SELECT FASTENER SIZE, NUMBER A.ND PATTERN FROM TABLE 1.6 saECT FASTENER SiZE. NUMBER AND PATTERN FROM TABLE' .6 NOTE: MiNiMUM POST SIZES ARE REQUiRED FOR EACH BEAM SiZE. SEE TABLE 16 2" x 6" BEAM TO 2" x)" UPRJGHT CCNNECTJON 2' x 6' BE.~M TO 2" x 3" UPR:GHT C.:~;~.=:,:7:C~ CSA!l (FU!...l L~?) V,'~7n CL!~.3ET7 ?'-~72 :=7.-'..;t (F'...'LL L~.~:), I" 0 \ ~ I, r-- Jr.l I i Z' ,.1" S.!oI 3. I 0 ~ l :) : ~ I ~ I ~ 0 1 0 l ~ 1 !) 0 ( , I J I r.5"S.M3. Z" . ;~ S..'oI 3 I 0 '~Q:;J \ z- .{ e- 3.M3. I' ',0 :' ": 0 I ' I r.9-S..'A3 I . 2"' . J' UPQ,IGhT ~UST BE '<OTCHEJ I ~ ~C~ Z" t. 2- ~CC~ ="....,~L~~S 'V".l l~ SELECT FASTESER SIZE, NGMBER ~ AND ?ATTER.." FRCM ~ ABLE' 5 IN I I IcO 0 :::< ~: ::n ;,.1 ;:.r ,M I ~ " j M. I:"" i /1 'I HORIZCNTAl BEAM TO UPR!GHT CCNNES-;-iCN SEiAll (PART1Al LAP) ~/~ ./:) :) n :) :) n-I '1 RE.MOVE EXiSTLNG - -_" j!, FASTENING N<D REPLACE: : " - \VITH"tE\-V FASiE;'-(ING 0 0 :: PATTER.N , , " :) ~ (2) #10 x 2.\12" WASHER hEACED CORROSIVE RESiS,A.'fT SCREWS AT ~6' ON CENTER .NOTCH 8EAI..! TO RECEIVE POST ADDITION ~ :) ! :) :) I :) I :) I I 0 I 1/ I) ! Z'. Z' PURUNS ATiACH TO BEAMS WITH (21'10.1-112' SHEET METAl SCREWS .. x 2' MAY BE ROTATED TO ACCOMODA TE SCREEN 1'.2' EXTRUSION FASTESED TO 2".2" WITH .,~. ',:,'2' SHEET Y,E~ AL SC~E.'IS AT :.1' :.~ CENTE~ 3EAJ~ C"'E~L~? ::"-~':::::7:,:~ :R GliSSE:~ "-tC-:::. l~l\li~AU~-A PSS7 S~Z=S ARE RECUIRED ='G;< ~4C:--j 3~".'A S'ZE. SE:: TABL:: '.6 -z x 7" SELF MAT,NG 3EAM '.' 5\ "ll . 314' WAS",E~ ",tACEJ CORROSIVE '<ESiSTA.'" SCRE"NS AS SHOWN "x 2' SNAP SEC'TiCNS ATi"C,,-O Z' x 2' '.'11TH #10. ~-~!:2' SHES METAL SCRE\'l/S AT 2.1' eN CES'T:::~ OR CO~TiNUOUS S,'<.t,P SE:CT:C...S 2". Z' ?URL,NS A"- ACH TO SEAMS .'11TH (2) #10 x '.112- SHEET ME:AL SC,'<EWS ~ ".2' OPEN iMC:<~ASTE'IE!)-O POST .'11TH (2) #1~. ',.1,'2" S.!A.S. EXISTiNG r . J" NOTE: ADDITION OF 2' )( 2' TO EXISTiNG 2' )( 3" / r r:.. ( : 0 j. 0 0 SELECT FASTENER SIZE, NUMBER AND PATiE!'lN FROM TABLE '.8 POST SEE TABLE 1.3 OR 1.5 SLOPING BENA TO UPRJGHT CO:\j;;:Ci':C~J CET,~~L (:=ARTIAL U,P) .._'..,___ ._,,_______ __ ..~..,~_ _-. .",. _._ _... . .___ .__. _,4_.__._._ '.._ ._______.'____ ___.._ ____._, _~_ .---,,_ __ _ __.... __ '___' _._ _..,. __ ____._..______'"' MIN;~LiM POST SIZES ARE REQUIRED FOR EACH BEAM SIZE. SEE TABLE 1.6 SELF MATING BEA.... SEE TABLE 1.1 OR '.8 I' x Z' SNAP SECTIONS ATiACH TO 2'. Z' WITH #10 x 1.'12" SHEET METAL SCREWS AT 24' ON CENTER OR CONTiNUOUS SNAP SECTIONS r x Z' ?URUNS ATiACH TO BEA....S WITH (2) #10 x 1.112' SHEET METAL SCRcvVS I' . Z' OPEN BACK FASTENED TO POST WITH (2) "0 x 1-112" S.'-4.S. -.J <: :J V) Z < W ~ r::::: ~ -" .- :5 r- V) I' '-' V) --J :J IV !.Jj ~ '- Cl t- V) '.J) !.Jj !.Jj r" W ~ cr: -- <: ~ ~ cr: r- U '-' u... ~ r- ~ :x c..) :J r- !.Jj Z V) 'Il ~ ~ :J :J ~ z 2 :J --J <: ... W! _ . ..... ~ O-~;; z '"' ~-8i~ Q) - <(. :r C~5~'~ c :: ;: " ,:2 ~~;33~ I"..L.."I -4 C')- W:I:-_ ,:>-ClJ;; W~65~ Q)ct~~~ ulli~:::~ c z ~ ClJ .~!- ~ ~ ~ Pi 1595 2 c;: 1" ..I, :'_~=-,.b ~ 9) '" 0) ~ ..... a) ~ ;>q lMARY BEMl " ..... 01 "- SEE ~ ABlE ~ 'C~ . 3 - , :z " - , r-- ST1VJ' ~ SUP€;l G\JTI'E;l . </>>://>///// H H J.4\NIM",,~ 'Z" r ,r I 0 OSO- OR ?€:;l BUM -0 "'1"IM\,;M POST SE:~ABlE' S ///// " ~/ ,,- ," ,,- ,/' '( f " / -------1 "~ '.112", '.112", O,C6O" ANGLE E).C:~ SIDE OF CO""EC":i"G BEAM Nl"'7"'-4 SCPE''NS ....s S;...Q''NN ~--- ~l~ I I i I I -1-:9) 91 ! I j' S?AC.~G 12 " S~~C,,~G,' 2 u' S?A~;~G i 2 -' S?AC:NG i I '::.>r:.aiE;l 3SW SEE ~A5lE ~ 5 '.,4;~,\.li.JM;;.8 S:.. S .;; :"." '_:"'~ 'iL.\rlSE~ ~E':''';,:;E:: :'::'...Al -: 3E.)...;...( ::S""""d 3S!.\}~ S=- 3?,e.C.~G ,{ - ::=-~l~ s:=- :::: '-C:,', 3 -" , , ~...--!-~ ',c~ ~'..-S<:;~S.""l~~ "t7"S,=-..'^L z~z,"" SCSSES ,.::r---~ ~ ~~: --..I ~ 91 g: 9) 3:==:EJ AAV =: ::~..~E':::: ,"'17"... ''21 =~~ 1 '.'7 .3t...:Ti~?, "E:~'J;=':~,C:=,",'= <: .'~ ~ -?"'.:.;= ~c..":::,~ ....~;."..AL_'-: -;:"'t ~':t :::06' t aEAM CE?T~ .4,' A'I7AC,"'" A.'fGlE "A"-O ;: A...SC:A ,.'11"';"1 2-:1i8- I..AG 3C~E\~S A - :..A.G:-<! ANC~= CARRIER BEAM TC 3E.,:',\~ :::NNc;:-:-:CN I '9) . 9J~ >- Co UJ a "'... :'" t ':;' t 0 C5O'" S '~ 3 .i', a:~:l S \.,4 3, ATE.AC~ ANGLE ~.l"C:-1 5iJ: ", HOST STFtUCTtlRE MASCNRY OR F~E~ -"ALL SELECi F"ASIE.,~E,~S F~CM SECi~O"4 9 /--- A -/- 3 --' , , ". " " ::~~ -~--'. "" ~~"-~~' ~ < :J Vl Z ." < -" :2 -= z ~ '- c..9 c Vl Vl -' c.u :< -" '-' r- 'I) Vl W W L.!J 0 :2 0::: < :J Z I- 0::: U 0 LL. :J f= :2 0::: C :J r- W Z Vl Vl ~ :2 :J :J <: z :2 :J <: W <: :5 n.. ~ '" ..., '" -<: ..... 0 CJ.. ~ ..... '.J C) '- <' ~ C <: z :! CiJ 0 'J:) C ~ ~ ~ C) ~ en 0 w C) u c C) \.... 3E.J...~"'0 WALl CQS....EC"7"10N: '21 Z- J. '2~ J. 'J j6.0~ EXiERMl '( MOI...~O A.....GlES A Ti ACJ-<ED -0 'l"iCCD ',......:.... 'M"i"rl Ml~;Mt;~ (2)3.'6. J."Z' LAG SC~E"l"'S ?~R SlOE G~ '2) 1,4- I. ,_1,'40 ::C:'-fCME"TE ANQ1CFlS TO CC:'-fCrtETE OR "")"'sC'-iRYh"'~ _ ADO I:~' A.>...f~CR o~R SlOe. FO;;J ~ACH ;~H CF ::..:.N.t D~.....T~ /.~GE~ ";"'r-o'...... 3. ""l7E~'<A~= -~A'iSC"" U?qjGHi ~-'!T t 1.FTx Q,C8Q'" .\..'4GLE EACH SlOE OF COSNEC7i~G SE.A.J"t - ~ A = 'MO~ REQu:RED FeR G~R r I So I ';,C5a~ ~....4...? ~ EAC:.... BE..A..... C':."'NE':;- ::;~ 817"1"1 (2) ~ x ~rr 5 .lootS, ;:)~~ S7~ :( 9 = CVE.lVv\, iG O(~E.."'SIOS I,(;~:"'C;M 03 S.M.S.' 31" ~C~G '41..:~8E.R oEQ.JIREO = SEJ..M CE:7I"":-1 ::: c,E~ ":",.,', ~c..A...M 'J:..-:E.AR ES :';~:MARY c.~ -:';'q~;c::, '~;:_.l...M SlZE ::ER "7' ABLES ""'-,'~ ~ic. - L '..A::i SC~E""''S @Z."'''::::. ,'.4l."'t:~I...:M A.~O ~2) @::.AC1 STR.AP ,AL 7"'E..:::".'V. rE~ (1) ~.J.'.~ x 1.),'.- 1 ,.3,'.- I: 1,'8- :STER.'i.AL J-c''';? Ar~CHE" ~O .'1000 "AU Mrrl MI~.lj):),"8", l' I~G SCrl:E'....s PE.R SICE eR (3) 1.'4' I: 2.'.... CONCrtE'T'E AN010RS -0 C':::;NC.~er= OR M.A.SG"-'RY WALl.. ADO (11 A.'iCHCR PE.~ SlOE FeR SAC:-1 i."IC--: CR CONT1L~RED BEAM DEPTI-oIl.ARGcR iliA.'C J. /// ': -C\. ;/' // /1 ~,.co-. .', ~ ~,'.- ,', '.-" ,- ' _.~*.:-::' /~-:-- ~?- ,I, I " , /~ CANTILEVERED BEAM CONNECTiON TO WALL AND FASCiA DETAiL I ~, ,...--;- r ~:." S""'::;)=:_~ :j.Ji~,~ I: ? BEAM TO WALL CCNNECTlCN o II 0 i. o 0 \gf~==- I : ~ 1 ~ I ~ ~ .~orc."1 "~ClE C?TlC.'W.. =tECE.V,"+G c:-1A....NEL c)\''E~ SEA.... ,,~G:..E;::H~CV1C= C:6Q'" S.?ACE,~ tJ RECE:V,.....C Cr-,A.........EL A......c~c~ ;;U::,"'f":"S,2~ J'O" 2 ''',2- sv S ~~~"'A1LSC~Z' :)C. ~ "";:-:l 5- '3L:! FAC:.A "'-.- .....~ ~SI7~C,.... GF 3E.A.l.,l =C~ MA"'s..:.,~C ~OCF "'C;ST REMA..~ FCR "~GLE STRE~GTH r 1 Z"' ~Jf:U.jNS AT"'AC:-1 '"7'0 SEAM W!T'rl (21 ro x ~.1.T SHEET ME:A.l.. SCREWS ~ ? ,~ r 1 6" SELF \of.A i:'4G BEAM W1i1"1 \..\#10 SHEE'7 ME:Al SCRE'HS AT SAC.... A.'fc....E. E.Ac.H SlOE ~ r; 1 p' ~ '----' ~ ~- '~ ?: _ r x Z'" l C :>63. ,-\......GLE ''t'V!T:~ 41 ~ I' 'T S.M S ~:-1 SICE '7"0 SE).M A....a Sl..~~ G:..;T:::~ =t:.:ENi~G C:""",.A....,sEL 2.',,~. J ,- ."ill"':""! 1,3) ~ II . 7"" S !-.fS, CR A."'IGLE ('-:( ',"1 ~::!; t8 . '"n S,v S, EAC:--i 51'::E. CF 3E.A.M MA.;O.,4L.;M O~ST A.."-fCC -0 rlOST S~1,,;~'LRE NAL.. jQ" ',\/IT''r1IC1...:i Sl7'E S?~:;FIC ="'G;~E.E.~;NG -~~~ . " ~ ? ~ 5\ "<. ~ ............... ?-- ........ ~'~' -... ~' g;........9:...... -.Q, ~, ~ "'- ~./ ~ CAWL=:'/E,,-ED SEAM CCNNECT'CN AT'I'/ALL (END VIEW) "'- v _ -3' _ -2.' - ;" ~ go =-~ z 9. ~ ~,50'" ~ o.yj ~ ,............x. 9; S?'_:~ -c:: 3::: _Y~7:J ':4 -:; ',,:! 3E.!....l..,A S?4.."f .:-..,,; S"7'AG3::':!::::: '::.l\,C.~ SIC:::;:= 5':::!-= VAT".'-tG 3E.AM ?I..A To '0 SE SAME THICKNESS AS BEAM weB ~ ;~ .; - ~s- I ~d ~""C""'E.sSCMF""-P"'~~ ....oT 'ft.;'-IBEJt os SCRE"'" "'.-A.. CAN SE ,"SIDE CR OIJ'7SICE SEAM CR u.P C'..'" ~ ., = -=::'Gr-'"7' '::r: 3s:.y 3E.A.l.A S?.... :~ S"1.AL. 3E l....4iN.MI...~ o. SC.~E:G...,T 2 x'~ - 5(;-, lE.,~G7':-1 ~ ....iNIML.;!o.l SPA.C:'-tG ?S~ '7A..3l: ~ 5 7'- ~ - - - -, - - . - SELECT FASTE~E.~ S1.ZE. ~1J'-"8ER "~D S?AC;~G F;lCM -ABLE' 5 S2.EC' fAS..~Ei'l S:ZE. ~C;"'BE;l "'-'fO SPAC;NG FRCM TA.BLE' S C'Ji 3c:AM ~o sum: GV::~ SAC--I Orr-lER OR C""",'i FeR GUSSE: ?'t..Ai'E CC,'l.j~EC71G,~ ("'.-AT: ,"SIDE BEAM) " 'MX. SELF MATiNG BEAM CCNNECTION TO SUPER GUTTE,~ T'fP'CAL BEAM SPliCE DETAIL T'fPICAL SIDE PLATE CONNECTION Al:...MiNIJM S"i""RAP OR ~i4- -""RI.J.. SOL T A.~O , ? "VC FERRULE AT ~4 0 G~ CE....TER ~'~ 2. 1 ~- .( C CSQ. S~ ~ E.AC:--l 6EA.'w4 C::J"NEC""7"'Ci'i ~iT"rl ~2) #8 x F2'" SI-d S ?:.q S7~ FASTEN 11-iRU MEMaER iNTO SCREW BOSSES WITH (4) 1:: / #10 x 1.112' S,MS. c:i 1 'l:' x 5' x 0.050' STRAP @ EACH / 3RACE CONNECTION WITH (2) _~..... / #8 x 112' S.M.S. PER STRAP 'I '~ I ~/Al4' -/.-,' 0055" ,~ _ BRACE ......... ;21"0 I: 3,-'40 CCRRCS10N RES;STIV< A.~O WASl-<E;l HEADED SC"EWS ..~ ~ ~ '--t I' ......... ........... . ........... ' .....................~~' ,_. i ~ it ~~=,~ :- fJ i~ r-- VARiES --r-- 5' -L' 1 SCUD CQVOR ArT ACHEO WITH 010.,12" I _--.l. Sl1EET "'ET AL SCREWS AT II" O~ ce""'lt'R v--- Mrrl WASHERS OR COl.l?OSl1t' PA.>;EL 'Nffii 'I'" L-AC SCC<EwS AT ;." ON CEST€:R 1\ \ I 11.,> 'V \= , 1 I I I lilL ill ~.~ 11p~- lill \ -. ~l ~ \ 1/.. x r LAG sC.~E"rVS ~ 2." OC. W !.4i."'ti~\.i1o.4 A.-'\,IO (2) d: E.4.CH S7?A? l i T ~ I =.. /' r.. 1i.' x 'l:' lJ\G SCRE','y'S @24' OC. .MIN. MD (2) @ 24' EACH STRAP RECEMNG CHANNEL 1 ;.118"" ,. WITIi (3) #8" 112" S.M.S- EACH SIDE OF BEA! MAXlMU"-C DISTANCE TO H STRUCTURE WALl. 38' W OOT sIre SPECIFIC e.~GiNEERI tJ \,i VARIES , RECE!\Ii"G c:;.w..Na 1"/80. ,. WITH (3) 03' ,rzo S."'.S. EACH SIDE OF 3EAM I L FCRAUOWl'\BtE SP"~S OF ~ GUTTER A.~O CARRIER BUV4 SEE TABlE' . '0 lolU".'UM DIST "''ICE TO HOST S7RUCruRE W-"U :,o-.VfTHOuT SI1"E S?ECIPC Eo 'fGiSEE.qiNG ..... ! I ,I-- r --71 3 SUPER GUTTER - SOLID ROeF I SCREEN ROOF COMBINATION NON-5TRUCTURE BRACE CONNECTION TO SUPER GUTTER SELF MATING BEAM CONNECTION TO SUPER GUTTER A (', l..i OF - ._-,'-?....... 3S:"lA - ::C~E=S ~CCF ..~' ~.-'?:.~~ r __f(]- ..)~m .~ ., " " .~ ,) CCMPOSITE 2 x 3 EAVE RAIL ?(;Si .,: =E...~'.l~ =,A..STC,Io.'h".c'G ?~,~ - ~3~=' 3 ~- --=~ <.:: ::.~ .,.,> -::: ,- ~-:; = g~ 3C~==\j )"\A';" -: :.::.:: ~ :;?::.J"7""' ~<':S"" :=~=:.... ~:::~ -":'3!...=' .~' x:::: J:..G SC.':;(='~'fS ~' :~. ~,; I~.A.X,; A'lC: ':: ,; =....:.C;'"'\ S~~..A? I ~_=>~G~'''', '.::= ,SE= 3..~.AC~---~ ~CS- S-~_':~":,~E _ ~C::='~": ':" 3"':"~.r_;J. :_:::CA7~':','4C =j,S-=.:t.~:__, .=::,,~ :=-N~5 ?AG2 .~ " ur ", I '. , ~"-~ -~ 0~.';'=~~=__~ ~~~'~2==,,~~c =~Si=>, ,::=:~.... ABL= ~ T . ':"0 =::~ - ~ Z4' 'J.C,t~..AX. ,-:,':'10 .vlT,.,." ';0 :;.= ::AC:~ "CS, =.~ST=" 2 x 2. 78 ~S7 ,\,17'" '2\ =-\C:'''; :::~~ x 5 ~.S. ,~iU SC:::\,E'.,V :,:)':...:,'is ,c;..'tE= 3?,ACE A T7 AC;..,~AE.~T ~C l.-4CRE -i-A'4 60 AECVE "-CP OF GUT7E~ '...:SE I~-"GL..= ~C:~ SIQE rCR.2 x 2 TO pcs, :C"NECTiCN NITM 4CLLC',." ?SST 2", 2' x ).:002" ...."G~E :::ACH SiCE '31 :::ACe- ::S S M S. ~c:~ LEG .",0 :::QSi A....: ~4TO GL.r:'-"7=-~ ';~..~.~ ,~- ':- -j-- - +-F'" ~ i ~_ ~_:L- '"'' i -r ~ . ~- ,L; I ~--1 o o " 0 S. S;"':PE~ S:"':7"~,~. FAS::A AND Sl.:B.=AS.CA MAX,~t,;M CIST A.~C:= 7C '-1CSi SiRl;C7WRE ,....',A-L:.. :is.N1T1-:Ct...'- SlT-= 5;:::~C:F':C =,~Gi~E=,:W'~G s\.;P::::<. 2LiTT::::<'. RiS::::<' <,0::<' 7RANSCM) 'N;'LL @ =ASC:A - ::::-A,L . ~ '-... 3=:'~M . SC~E=."i ~CCF " , ;' ~ ,~ 1:40' x 2" u.G SC:<EWS @ 24' OC. ,~.) ""'1D (2) @ EAC<1 S~ 2" STRAP -lOCATE AND FASTE!'< PEH DE'" AiLS ?AGE 14 2" X 2" X 0.093" ANGLE EACH SIDE (5) EACH::S S.MS. EACH LEG INTO POST A.'IIO iNTO GUTTEH lMIN.) ~ ~ rr-- g;~LD s: ~ C8M:J(:S:;---=' ::.(:3 E.A,\IE ~IL ?CS7 -C 3::.'.M =~S"=.'1i.'<G ,~~~ - A3L=' :; g: s: ! 9:: ~ ?OS7 SE~=:7 ;:OE" 7ABLE, 3 SC:<EE." ,.vAY =ACE.N OR OUT) HOST Sffil.:CT'.,;RE ROOFNG ~.~.. /o-~~y , ,;-::<<_-:: -'---=:-~- - ~~ :;" FASClA ANO SU8-FASClA MAXIMUM DISTA.NCE TO HOST STRUCnJRE WALL 36' WITrtOUT SITE S?EC:FIC E."lGINEER1NG ----+ SUPER GUTTER I RISER (OR TRANSOM) WALL @ FASCIA - DETAIL 4 r--[J~ ~ 2 x 5 8EAM. SCREE." ROOF I 0 0 0 , I) I) I) I 0 I) I) " '~ '" ' ~ ~ """'", ~, ~P'DL ~ ~ ~ \,~ z'-' " ~g t:. - I "------- LE."G~~CF""E~CE --" . W x 2' '.-'<G SCRE',vS .;;;~ _ " i__ 24'CO '.<AX:AND:21@ ~i ::AO:~ S,RA? '" I 4.S"'i"..A?LOCAiE,A...~DFASiE, _~. _. ?E::i :E7 AILS PAGE '.4 . I =<E'::'~.REJ -<NEE :iRAOE I \A'~1, ':::"1: .:::--::: J,~' SiZ:: AND =~S,E" PE::i TABLE' 7 ,.- ""EE 3.v.OE A IT AC;-'ME...T ..0 !~ORE -:1-A'< ,;' .A30VE 7C? OF GUm,'! 2' x 2" x 0' 25' ANG~E: ::ACH SIDE 4) ::."C:~;<8 S.M.S. EACH LEG iNTO ~'::S, ......0 INTO GUITE.'! ,MI".) 2 X 2 EAVE RAIL ;<8 S.M S. ~ .L_ I r' - I r I "r- I POST SELECT PE::i ,ABLE 1 3 SCREE." I"AY FACEN OR OUT) ;"CST S,RUCT\,;RE RCOFING -'''. ~ ,~ " o .J SOFFII o o o : 5" SU?E" GUTTER / FASC:A """D SI.;3-FASC:A ~~'t:~~RD~s~~~Er6:~v~tlJT ~ Si7E S?EC.cIO E.NGINEERiNG Si.;P::K 2wi::K: RiSER (CR 7R.ANSC~1) W;'LL @ FA.SCiA - D::l ;',L 2 ~ ,<or,: MiN,ML.M POS7 SiZES ARE ::iEQUIRED ~~ . - FC::i ::ACH SEAM SiZE: SEE TABLE'. 6 ~ SEL=.MAT:NG 3EAM / ~ SEE-ABL=1.1CR1,6 / :.>~ ....................... I ,9) 9) - I ............ 0' 9) l' x 2' OPS.'1 SACK FASTENED TO POST ~ I ',vlTrl(2)#10x1-1/2'SMS SELEC7 "ASTENERS SIZE. '<uMBER ~ I' I AND PATTERN FRCM TABLE '.6 I I ROOFiNG : I ,(~~x?; ':i~.."c~~qg+'Z.P 24" O.C. ,'-'AX.): : 2' S=. cCDTE "-ND FASTE" PER -~.' I C:=-A:~S ;::~G= '4 ~ -......--l. I 1~.... AL ~RNA <= LAG SC,,!;,',' AND FERRULE -+--__ 9; ........ ~~~ " ............ ...................... ........... PCS7 SIZE: PER TABLE 1.3 OR 16 2' x 2" x 0 062' ANGLE EACH SIDE (3) EACH ;<8 S.M.S. EACH LEG ,NTO ?CST A.ND INTO GUTTER (MIN.) 1',2" SNAP SECTICNS AITACHED TO 2' x 2" EXTRUSION WITH #'0 x '.1/2' S.M S. @ 24' O.C. OR CONTINUOUS SNAP SECTIONS 2',2" P(J.'<liNS ATTACH TO BEAMS W1'T'rl (2) #1Q x '-'/2" SMS. ~., . "'.~....-~.-?~ "" ~~ ~ "'. " 'y.:., I ' ',9) .~~ ~~ q; 9) ", '" - AS' TY?~ j~ "" <: ~ ~ , ~:l. > " ~~':: " "'1&;@ I LENGTl1 C~~';'~ _l / -=}l ::\ECUiRE'J iOOEE 3RACE --/ "', " M,N 2"< 2"<:) C44' S,ZE """D g) , ~ FAS7E'II PER 7ABLE, 7 -' ,9> ' .go 2" x 2" x OOSC' H-OHA."NEL OR ~ go U...cL:,;J ',\1n1 (3\ '..AIN. ~~o x ~.''2. " S.fA S E.....0l SIDE OF Ci-!AN."EL I "- A.ND EAC:1 SiDE CF 3EA.\1 i I SOFFIT 9 @ 5" SUPER GUTTE.'l J ! FASC'oA AND SuB-fASCIA I MAXIMUM O1STANCE TO HOST -l STRUCTURE WAlL 36' WlTrlOUT SiTE SPECifiC ENGINEERING SUPER GUTTER I RISER (OR TRA.'lSOM) WALL @ FASCIA. CETA1L 5 i ~ - I I r:-q ; ci) 0'\ 0) ! qJ g; 5) SELF.MAT:NG BEAM. SIZE VARIES " - --., , ~ ~ ~' ~;~I ~ , ?: i1 1 '"', - ~, ~5' -V?;c)'l =:.-, , '-, _;:'.1,) 4:~:~ ~i~ ~~~ : ~ !lZ'3' ~ "C::1~ ciO."GT;.., c= -<-...~ BRACE "(- ( ,/~. x.2" L. ~G S.CHE\VS '~. ~ ~,~~,__~___ 24' 0 C. MAX 1"""0 (2) ~ -~ EACH SiKA? " gJ 9J i " Ol ! ..,.., I REQUiRED P<NEE BRACE . ,,- . g; I f,1,N. 2', 2'>: O.G44o SiZE ,,-..0 ~\. ~ FASTE." PE.'! ,ABLE 1 7 ' '-, ~=_=-~ii~'G 3i:..~\AS'2E 'lAR.:~SI ~ '-. " "" ~C::;=::~ MAY FACE .... C~ QLT" ',- -SST S~?L:C7WF\E ::;::~~G ~-~ ___~~_~ /''''~.c' ". '9i:::~~-'~~- \ . 2" :n?AP. LOCATE AND "AS E." PE~ DETAILS PAGE ~4 9J 2" x 2' x O. '25' ""NGLE :::ACH SICE (3\ EACi1 ;<8 S.M.S. ::AC:1 LEG ,N70 POST AND ,"TO GUTTE." ,M,N.) 9,1 9; '9; 50 Sl,;P::." 3UiE:' \----- FA.seiA A,'IO Sl.:B-i'ASC:A MAXiMl.:,M DIS, ....NC:: -e-csT __ S,"UCT'~"E ,vAL~ :;60 .v;-"'O'~T SIT'E SPEC:"IC E."G,....E=::i,"G SUP:::R GUTTER! RiSER (CR mp.,,',JSCM) W;'LL @ ~;'SC:A -:E7,;iL 3 ~.~ 00 MeO"'" " me,,,,,,, gj~ -! ~ ~ 9J 9J I 'g)9>9J" 9J9J \, " I ""~~9J"'~~~~' I ~Il.< t%: ~;: ! w",= "'139 I t%: it OJ '--- Se::\EEN (MAY FACE ,N OR OUT) t.,= I r-- LENG'T'rl OF NEE BRA~ I ~86;i~~UCruRE~.. I I' ~ \/4' x 2" tAG SCRE'WS <lI :4' 0 C ~~~ (MAX)ANO(2)@EACr'I:;TRA? -:',~;- ---'-~I ~ ~..f"<~ - . OPTIONAL 316' x L./IG SCREW """iD _91: cQ:'____~ ,c.-. \ FERRULE i!) , i>o I" "'- . I 2" STRAP . LOCATE ....ND FASE'I I ' ~ PE.'l oeT AJLS PAGE 14 ... ,/ ~ 9\ L, , \ / ~' .i ~ 5EA.'A . SC~E=.~ ~CCF ;)':;57 -c 3=-~~ ~~S~,\j,~G ::=:.~-;'3L=~ 5 ?<"'-oST SEL=CT PE.'! ~ ABLE' . 3 REQUIRED ;<''''EE BRACE MIN. 2"< 2"x O.C44" S'ZE AND FASTEN PER TABLE 1 . 7 (4) TrlRU-aOl TS ~ ~~5.:e~~~~~E~~~:ORE~ :" SUPER GUTTER ! CHANNEL COVER I / 'Z' x 2" x 0 Cle'Z' ANGLE EACH SIDE (3) FASCiA ANO SU~ASCIA -1J EACH IIa S.M.S. EACH LEG INTO POST I MAXIMUM DISTA.'I/CE TO HOST -.r- STRUCnJRE WALL 36" W1rrlQUT SITE SPEC:FIC ENGINEERING SUPER GUTTER I RISER (OR TRANSOM) WALL @ FASCIA" DETAlL 6 .:;'-'~ - I SOFFIT .,...~ " 1939 SHEET J 4 OF 10 _....,._O-~..-x~ PANELS I ELEMENTS UNBRACED BY HOST STRUCTURE TO BE 3RACED BY DIAGONALS IN P=:RIMETER PANELS (MIN.) ::~:=.V=,lo.HS 3RACED 3Y '-1CSi S7::<Lc-7"t....,::f= C::.~iNEC7'C'" s ---- / ~LE~E~7S 3~.J.C;::: 3V :'.AGCSALS >=~~ >" ,.3KAC~G ~, .'. ~ ~ .,,- -. - -' i :;..aL= ':~ <-2RAC:~,G :'~ WAL~S\ .-- -"~I:':"':':" .....-:'YC:"',;--;" - 3E..':,}.-!S DR ='URL.."4S -r :)..--2L= :=<. <.3?..AC'~G ,., ,',''':'1.._5:', 2 x 2 ,~IN) ?OCF :):J.GC'IAL ....0:::'" WALe. ..\7 NALL 3~C,,"JG A7 CORNERS \!,(P) SACH c;iAGCNAL "'c =E =ASTE.'.;ECl :AC:-1 ::.~D \'VITM '2) :AC:., :'0 S.'A.S.!AI~.) PCCl =NC:"'CSL;R.E D1AGCNA.L 3RACiNG. SCHEMATiC ?~~,'j fEW :pecl ::.'.;C'.CSL.;i'lE SOR:::.'; ?CG= MAY 3E ='-,<T, GABLE, MANSARD, ::;C'~E c::< .,p' ~ =..~ \/E ,~.AJL. r-, / I ,. "- \ ~ ~ '0' ., I ~ ~ 10:1 Ji\" I ~ ~ ~ ~ a _'" , ,,,. " II",','\. I I -:--'~ ' ~ i- '"" "- - '....-.-. " 'y y" iiT . . . . . . fr ~ 4- X 4- x ~,C€2" ~~7c ?CSi 2' X 2' x D':;4A' 3KACE 2' x 2' x C.044' 3KACE ,.", ~'" "CST ~. " ... ~'" .~ . . . \. "" 0 0 0 : .. I CHAJR MIL I . .: POST , . . ~ '.. .~~.:::y,::, Y1 : I -.r- , I 2" X 2" X 0.044' BKACE , X 2 SOLE PlATE ." '14'" X ~-'14' EMBEDMENT EXPANSION 80l T @ 24' OC. . SEE TABLE I," FeR REQUiRED QUANTITY OF .10 X 314' SHEET METAL SCREWS K-8RAC1NG CONNECTION DETAllS /) / / / < / / /;..... /.J " .. ',3: , ...-,~ ~,,? i ..L." ~CI2~ (5) ~'O S'.S. (!.\IN.) _ _... _ " ~ .~ ~ '\, / '"", n '/a'x~.'f2"xa'FlAr3AR '\, / ~ 0.13S'PlATECUTON4SA.NGlE -;7 '" n EYE.30l T C P C,q S.S FCR CABLE ~- _" .' . rE,"'SION .,csr Sr"L.;C'7'1.:RE '" I "I zsz-=~- -----.0-----0 . ~j..'-".~II C::<"',=_'.S 3::..':'}~S A~i'::::,C:=< ~'-,,~,~q.tS _ __ .____ ~_ __ -. =!S:~ ::J32' " ST AJ-NLESS STEEL "E::<iME"'Eq FRAMING MEMBEr<. TYP!CA.L CABLE CONNECT!ONS AT CORNER DETAil 1 g: "g) ~.,N 3-,.'2' SLAB 2500 P S.I. CONCRETE 6 X 6..,0 x '0 WELDED WIRE MESH OR F:BE::< MESH CCNC.qE-E ,fPiCAL C.~alE CCNNECTiON Ai ~CuNDATiCN CETAll2 SiDE ''l-'Y.ALl c..;SL:::S AFE'IOT ~ECI...",R=J O~ ?0CL CAGES ~1-"AT 'JO ,"-JOT S(7"E~D '.lCRE '7MAN -:MR::= PA....,E'" NID,r"S OR 29''':;' FRC~. THE '~AiN STRUC'TlJi'lE =ND WALL c:.SLES Ai<.E .i'lEQUiREJ ,F ,r"E SC::<EE.'iED E.NC~OSL;RE SCENDS MCRE T'r'AN O"E "ANEL NIDH, CR g'-J' 8CM T'r'E!.iAJN STRUC'TlJRE. I-iE USE OF 3LL~D CRN"E=iNA:.. SCREW CC",'iECTICNS i'; ,riE CC."STRUcr~ON CF SCR=ESEJ :\jC:"'CS:"';.~=S:5 AC:=~A3l.::. \') PA.lR CF CA3LE3::<E':::JI::<ED FCR EACH 200 SQ. FT OF '''AlL AREA EITMER A CR a " x 2" x 0."25' C~:P AND (2) S.M S. :ACH SiDE FC::< ,c:.aL::S ANGLE LOCAT'O.. "OR SL;PEi< SUTT':.-< REiNFORCEMENr '/4- TAPCGN OR ?rl~ Grtl? :lia' x a' lAG N1TH WASHER AT EACH E~D A.ND i',) AT EACH MID-S?A.N NOTE: ~~A . ' '/ / // :~~~,.-/~ ,/ -- , ." ,v;::...:) EVE 3CL 7$ C:"']SED (iypICAl; ./ S -,,' ~- ~ .~ / ':~A?:~ TCP CeRNE:=<. CF C:<SL= CCt'-<r--;EC-:-:CN / / ( ~'''' /// , / -- ...... ' ,,'" '/ ""'" ....:;:. '-", , 'J' .",'.'~I~ " ~// SCTTOM OF C:<2LE CCNNECiCN SICE .'VAlL CABLES Ai<.E ~OT ~.E:::~:.:':ED Os ~CC~ CAG:::S -~.A'7' co "CT EXTE~D MOi'lE THAA rHREE PA."E!.N1DTCiS ::;R 29'.)' o"C'" --E '~AL~ STRL.;CT'~.::<E. END WAll CABLES ARE ,RECUi::<::D .= ~"'E SC:':EESEJ E~C~::;SUi'lE E.'('7'E~CS ~~O:':.E ,riA" C,"E PANEc .vIDTH CR 9'-0' ==<c~ ,...E '~AI" S'7';;!LC~:"':':E. THE 'JSE CF BL,ND C,R ,N'TC.:;'NAl. SC::-EW CC~,"'E'C'I'C'.;S'i -:-,E CC,.,S'8UC'I:OI CF SCREENED E.'1C~CSL;RES:S ACCE"~ABL=. (1) PAiR OF CA8L=5 REQUIRED FCR E.~C:~ 200 SC..~ :::F oVAL:' AREA 5 OF 10 ;- t ;-, '5-" ~:..-:c:, 'SAL~ VA;(, :2.~ ~" t. 2" SX"7"RLSiC"t ~ POST SIZE DETERMINED BY I ~ ENGiNEERING TABLES , __:14" DINJETE~ -HRU-80L TS f~!~ .f'/ ~ J ]: r--~ \ Ii . ~- ';11 ~.] "/ ~. ANCHOR AL'~l,4,NI,,'.4 FRAME TO WAlL CR SL;3 \V1Tr-l1/4," x ,2,1,rr 'MSCNRY A.NCi-"CR 'Nl7'....IN 0- CF ?~ST AND 24" :N :::~7E~ l"AXi~I...'~ ANCHOR 1".2".0044" PLATE TO CONCRETE WITH 114'.2-112" CONCRETE ANCHORS WITHIN 5" OF EAC:~ SIDE OF EACH P0ST M 24" 'J.C ,1M:,( OR "HRCUGH ""';GLE A, 24' 'J C. VAX. OPTIONAL CO.NCRETE CAP alOCK OR BRICK ~" c") iU 3.AR AT :CR';ERS AND 'C'-:)" ~~ CE~iE~ FIL:'" Gc~;"S ;.,.",0 ~~fC;::-< ::... - BLOC:< TC? ';OCRSE .vI,,.; :OC-J ?SI ?EA '<OCK CCNCRETE < ~ "',.-:..4 ~AR ::....i:"'(L..::...;S ::;.153C~ r:CC-:-',NG::R \~C~::;.., T:--:iC F '~S""C':...,-:~'C :'.....~\3 S_'S::::: ::== '.':--=: , :.::J::.AR::~ ~J::40 ~;;S 'co .l,,"~ 2,"--:'- :::'.'=.~ lAir...... J- ~'2' SL;.3 250J ? S.1. ,::,~C;;-~iE 5.( '3. '0 x ',O..'VE~::~J \\'iRE \-AES~ GR FISER 'JESH CONCRETE VAPCrt 3AR.R,E~ \..NCE~ CC~~C~~ :.= :=A:~3 2:='_:'8 ,~/ , 2" K~E~ 'l/~,-_=',:C'T;~~G i=',:R SC~E=.'JEO =:"~'CL::S:_r:==3 ?CS-;- -;-0 ?L.ATE TO CONCRETE CETAiL ~~ ~L.._t,~:"*L.I.J 3-~,_ :-'... ~=. .=CC7:~G .:~'::: ;s; ::'~':-:,~-~ 'i,~~ ~L'_~.l,":_'.~ ~~!_:-_~,= =,::-:-:SG """,CHCR 1" x 2'.0.044" P\..A7S-0 CC~<CRE-2NITH -,'4'. 2.:r2" :~NCRET2 A.",C:~CRS NI7HI~ 5" OF :AC:~ S,:J~ CF ::ACH peS7.U 2." O.C. MAX. CR -,,'<CUGH :",\G~~ ~I Z4- 'J,C t!~. ~ r~- 1-'1/.- ~ ~! ,/ PCSTS GREA ER 7"r'A.'1 2" . ." DETE"M,'1ED BY SNG,'1EER1NG TABLES 2" . 2" . :/8" ANGLE: :ACH SICE ATTACH -0 POST AND CONCRETE AT LCAD BE.AR,NGNALL WITH (2) MI'I. ~'O. 1'2" S..'A.S. EACH SIDE /~,~ t3:1 :;;:; ~~ :-1/8" .W'. iN CO'lCRETE ~ :n z < ~ ?- "" , C ..:::: JJ h "" ~ :< - './) r...n 2 "" < :: z <V ,- ~ '-' '.J.. -' ;- 2 ,.... ., '-' :::J ':.J) Z /; 2 2 -, -' <: z 2 :: -I < W <: ::; :::; 0... - .... ~ ., ....... - ~ ...... ~ (!) ~. ... ~ ... C ... " '.l. ~ '" C :< ,.. .. (!) '5 ." :t ~ U) - - ~ '.lJ ., :r W ~i5 ~ '2- (!) i~ :;: ~ f..) '.:> :; ,., C '<: .... .lJ i3 )( ~ <: 0 .lJ :0 --J 0 :;; il- \3 ,/ ::.;.- :..~ -, ::- ,== '3~C:"''',,~ - ~ I .. . . ~ :5'J'J ::s: ::,~,:,:::== ,.,!....~ ;)~-3 3.A..~S '::~'l- ~,'-::....s ~;"RS ..~:..;. ':,':" ....:..: :.;C'. ,~JC; .-,{(. =':~:;1LS!C,'t ,-----. ......L.-..4 : LJ - 4 ~5 ~;.~ ::',- ",;.:...3 RIBBON FOOTiNG TYPE 1 ~!BBCN r=COi:r--..G TYPE 2 ~IN. J... '2- S~3 2:-:~? S.l. C8~'CREIE 5 x 5 . 'C x . 0 NE'.:ED WIRE 'JES:~ OR r::3E~ l~ESH S:NC~=:E '.....~: ~ ~., "'1,." :;"" ".~ - VAPCR BARRIER UNDE.R CC'ICRE-O: . NOTE; ANGLES AS SHOWN AsaVE MAY BE USED TO CONNECT CHAIRRAJLS ""~D ?'JRLJNS --.., 3" ,..'- 2'-J" 'AI~, 3=.=r:~= SL::?S s ';;:.5 ~ :8~ii. ,~)::.5 :...:..r.C8,'4T. ALTE~NATE POST TO BEAM A.ND PLATE TO CONCRETE DETAIL ~~=-~_.~.~----~-,~=j=~=~ .~~'j /,-/,0_ -~~~.:..:-~- - ~,.,- - - ~ ~~- - :, - - - - - 3"- /~v .... < . 4" "CST AS serERM..';ES BY ENG,NEERI'IG TABLE ~ 3" ~ A\iC;~C;~ .- x 2" x ~,~. ':)~T=-C C:G~C:::~.~ ,viTH . ,4- X 2.~/4' S:~CRE;E A..'\fC:....c~s NI~HI~ 3' CF =.Ac.:-1 $':= :F E..o\C:~ PCSi AT 2~' J,C. ~JI...X. ~- ;' TYPE I FLOoT SLC?::: i "'0 FCOT:'1G 'J.2" "2" TYP:::11 ~ODERA ,E SLCPE FCOTiNG 2"12".1'.,0' 7'0"=:: i 11 ST,,:::" SLC?": =CC-';G > ".-0" I I " X 2' S'(T=\LSiC" _ ~ _= = _ ~ ~ii " ..~" ";.i,/ ~ .-,..! . . '1C-=S '40 ,=CCT:,\'G ~~'::"":RE!J EXCEPT ',V:""E.'J AC:,=t23Si."JG ~~CS:C,.~ '..","{j';" -'riE ':::''''3i~=~ 3S;,'A ':...=~GT:.., A,'-.jD :"';PQiGHT '~=:GHT CF -:....=. ~~c~cs!....~,~ =":-<C==SS 55'-). -;.oS"",i. ...........~::.! =':C-,~G '5 ~.EC,IJ<R:::J - '.-IC,~C:":-:-~'C SL.~3S ~>il:: =,::::::T,~~G3 3.....:..:..._ =:: \~:...., 2,::: ~Sl ::,c:=,~ t,;-~ :;.l~'::X': ,v=:..:=;.v)~= v=.s:~ -::,~ =:3E,~ I~ESro IlA'/ 3::' ...3::::: ,~ _,-=:..,; C.= lTI=S~ '..:,"~. :.-':" :_-:.3 ::-.:: ~ s... ::'~c,qE:"E .; x:3..;: ~.: .'1'=~:=:: ,y;R::: Y.:SH C~ = _C:~L 3''''; :"::,",-,:; :::ES ~=:::::'",:,~=s :.. ~.I ~.;l.l'....l~ :=':;CT"G ...:s:: -V::l:: ,! FCC-....G ':~ =CCT:~G SEC7'C.... ~=,:;~':;=J 3Y ",;:::,:-1.. ::CE, _:OL ::::CEJ,::VE..;'''-iS. =:3:::~',~=S-::SC~=.'7~ '/A.P~R 3AR.R!E.~ I..J~DER CC~CR~ SLA.8 SETAILS ~CCR=SSiNG EROSiON 810'= WA.LL POST TO PLATE TO CONCRETE DETAIL RO\VlCCK ""';C:'CR ," x :" ?'..A TE ~o C::SC,,::-::: WITH ':.' X 2.''''' :~NCKETE A..~C:~CRS WITHiN S. 8F ~c.'-1 SiDE CF EACH POST AND 24" O.C. MAX. .r-- 2" . 2". 2" . J' OR 2" . 4" SEE. ... ,ABLES -,.. 51: S"O GAL VA."<IZ:::IJ ALL THREAD' C,R 'THREADA1L' E.'J3EDDEJ I~ CCNCR:::-=, CR FASTE.",ED TO CONCRETE,VITH APPRCVEJ CONCRETE ""'1CHCR AT :." D.C. MAX. AND WITHi~ 6" OF EACH UPqlGHT OR APPROVED AL TE."-"A T"E tl4". 6" RAW'!.. TAPPER THROvGH '" . 2" AND ~CWlOCK INTO FiRS'i COURSE OF 3RICKS ~- -------.....----....--- -- ~~- AU..i~l~l.t~A F.~.l)= s:~==,,, ,"'ALL -' -~ , , + - - - -l -~ ~_L-_ c . = -" 3RJCK'""EEWAL~ T'T'P<:: S VCRTAR R":'::C:RED FOR LCAD SEAR\:"'<G 3RICK WALL MI~. 3-112" SLAS 2500 ?SI CONC. 6x5-'0.:0 IVW 'A. CR F'SER '.4ESH "APOR 3A.":R'ER :~,"OER CO:-<C.RETE I r :! :-'~ ~ '::~ '~.r~....,I" " ..' * * 1" . < EXTClUSIC~ -t" (NOMINAL) PATIO CCNCHETE SLAB WITH 6.6.10. to WE'_DED WoRE MESH OR F'BER 'JESH CONCRETE (') ~o 3ARS CR (2) ::"<0 3ARS WITH J' CeYER (lY?'CAi) HOLLOW POST TO BASE AND HOLLOW POST TO BEAM CETAIL AL TERNATE COSSECT!ON OF :oC-REE.NED ENCLOSCRE =OR BRICK OR O,HE.R NON. STRUCn.;RAL KNEE WALL ,. WlDE. 0.063" STRAP AT EACH POST FROM POST TO FOOTiNG WITH (2) .'0 x 314" S.M.S. STRAP TO POST AND (') 1:4" x '-3/4" TAPCON TO SLAB OR FOOTING ~. o' lAIN. ~ 6 BRICK KNEEWALL AND FOUNDATION FOR SCRE~N WALL(S) OF 10 ,; ,0 /_ I ~-" :; I ;... :' '---.i A' 0.24 in.' \VT . 0.:28 pH. :x = O,~4 in. 4 S:c::: 0.8,:1,' 5063. ~5 {__ 30 -/ ~ 0.- , ~ ~ .; i" X 2" X 0,044" CPEN 3ACK SEC;iCN 3'. <:" ,(:.,]50'. ?,~--'C; -2"- ...-~- , "'< ': ; :: A::: 'J :::,1,J V--:::,:7~: x ;: ;,' 3, C'~ 3x.:: '::~ ,J ,:63, -3 ",C- 2. -... 2" X 2" X O,C32" P>\;:O SeCTiCN A:: =.:5 1:1.' :.~~ ..: I ; ~ ~ ,VT = 8.., ~H .(::: C, ,~ :-, . N S;t::: 0,::6 1;'1,' 5053. ~5 r-- 2" - 2" X 2" X 0.036" PA;O SECTiCN .... = 0."2 :'.' 7~"'-- ;?' '~ ; :. ; ,VT = 0,49 ~:.f. 'x :: 0.23 ,n,6 N Sx::: 0.31 ,!1,J 3G63 . -5 "-- 2" - . 2" X 2'- X 'j.C44" ?,~ T'C' Sc':TCi'~ ~ :: J,,5(; 1,1 # ~ -.- ; :.. ~ ~ 1'VT::: 0,57 ',J.:. x:: :::::3 ".' . N Sx::: 0,:7,;,.' ..4-- 2" -" 2" X 2" X 0,055" PATiO SECTiON 5.:63. -5 ~ ",.; ::. ': I I -'. A = D.04 .,' ,VT = .).74 ~.If. C"l 'x:: 0.'75 ,11 Sx = 0.70 i,.' 2" X 3" X 0.050" PATIO SECTION 5053 . T5 t<--2"- ;...:~_. = ~ , J .,. UJ A::: Q,iS 1,1.' NT = 0.86 ~I.f. !x ::: , ,53 in,. Sx = 1.07 in.' 6063 - T8 2" X 4" X 0.050" PATIO SECTION A = 0.64 In.' NT = 0.73 pH. 'x=J,J~n :.. 3. -:: J 5-; 11,1 :::--33 - -5 SEC-:GJ .:..::: -. ",,' ,',- ;. :,;2 J :( = : -8 ,.: S.x: :: : ~3 ~ .( :: :~: .., 3" X 2" ,( ':. 'J7:" ::: ~ ._. '....3::::-' C ~~ _: ~: -oj ~ ~ ~ : ,~7' :: J 'r~ :::: ~,;..J. ~. d. 1: =;,55 ,~. ,., S.x = ::.5 ~ ,:1. J 5CB3 . ~a -~ - 2" X]" X 'J.~J5C. _.~ - .3::,:-;'CN ~- ..:.. = ..;7 ~.: ,'.r; = ;, 35 ~.U. ~ J: = . ~ 4 i Sx :::: ~,3' i,~ 6(;53 --5 -:--~,.,;-- 2" X 4" X 0.050. TiL; Se':T:CN g ~ f .838" 1 .\ :-=~~'~-- ,,:-- L --' A =- :.7: " ',VT = 0 83 ~Jf. :. 'x = ' j4 ,0. Sx::~'g::1.1 6~3 . 76 2" X 4" X 0.038" X 0.100" SC:L:-= MA";'NG BEAM :...?"'~,; -- 'is ,.., '" t I I , j 1 I I I Q I · ~"--'< . ! I f 0.05.5" I j .L2"-J A::~~~:",: 'NT :: ~ ,2(' ;JU 10 :x = 6:3 ,no Sx :: 2 ,30 i'.1 6003 . T5 2" X 6" X 0.055" X 0.120" SELF MATING BEAM r' ;1"'1-1 o ! : i / :),':55. ~ ~ . ~ j....:.~"-..... A:: ~.2a in.J ,VT = ~.47 ~Jf. x = 3,:;2 ,rr: s.JC::: J.~O 1,"l,J ;":,03. -6 2" ,~ 7" ,~ 0.G55" ,~ O. i 20" SELF MA'7":NG 3E.~Jv1 :-~~-.". .,. '" .'< ::: /-J,:7Z. ~~-:L.--,-..:.- r--.;. - ,~ :::: '35 r":.~ ~ ,VT = 2.' 4 ;::.1 f. X :: . 6.80 ',n" S:x:: 5,50 I,.,.J 5~3 . -5 2" X 8" X =.072" X O.22~" S=L.= \1A;.'JG .:E.~."1 :-:~---~ ... N N o j I /--"J J 720 i I I ~! i ,~: -~---{ ! - ~2" -~ A:::: 2,01 ~n.' <NT = 2.30 pH. 1,. 'x = 2233 In," Sx :: 6.iO In.1 5C"33 . -5 2" X g" X 0.072. X 0.224. SELF MATING BE.AM rfli I . I ' i i I :" I A = 2.37 ,n.' <NT = 2.72 ~.If. 'x = 25.~ In: Sx :::: 7 38 ,no S r--'J.:~7:: 5003 . -5 ;.~~J~ ."-- 2- -..' 2" X)" X 0082" X 0.310" SC:LF MA;:,~G BEAM \:::7,,: ::; ,iT::::'" WITrll') #8 Si-'EET .',E7;'1. S:~E'NS AT 24" C:-< C:::,:-<TE.=< TCP AND 307'7::;" ;,2 x 3.'4" S.',S.:TE.'<]'~ 24" O.C. 7CP ."ND 3:::,:::" ,TYPiCAL) /' :r-'~- ~,~:- ,~ ,~ , , 2" x DE?T'rl S..".3. 3E.,",M(S) S:Z::: ?E=< CARR:E=< 3EAM. ;'3L::S ;t= ~: "'2 x 3/4" S!,S (TEK"@ 24" 0.:::. STAGGE.QED 7CP AND aCT7CM ./ p =l= " ~ " ~~~""-"'._;; -. '-:-: 20 x ". S.M 3 3E.!".WS) 7C? CR 7C? ':~ 3C~CV.',j.S C8~Cl71C~ NAR"A"7S~ S::::: ~:;:=<:ARR:ER 3E.A.." "';'3,-::3 J f j;= =C :, DOL'BlE-BEAM FASTENING DETAiL / ,-,/ -" ,,- v=- I f rl I -..-' T' / H' H2 T2 j l~. ".., ;f-- ','1 -----,' Gutte r Edge 2" SectIon Alloy I Ry i j In, I I ' a5 6 G.UTIER EXTRUS!ON (GE) a-" . - 0.04 10 ~ <::. : '~ '""-"'-: .--2"~ A = 0.63 in.' Wi' 0.61 pH, :x=0.3' In: Sx,:: 0.4' in,j 5C63 . 76 2" X 2" X 0.041" SNAP EXTRUSiON (-'-'"=;''';i- I , ..1- ).C45" ~ i : ~-:~ ----'-.- ~ 2- ---:-' ,~ ::: 0.59 1,'..1 NT :: 0,68 o.l.f, 'x = '8.3'" Sx = 0.59 .,' 505J . -5 2" X 3" X 0,045" SN.AP EXTRGSiCN ;...:~~ I 1 '[0'072"1. ~ ! >~-" ~2.-"';' A = J.sa 0.' NT :: 0,73 D.i.f, x = ~,63 :~: Sx:: , ,:.6 In.'' 5053 . 75 2" X 4" X 0.045" SNAP =.XTRLiSiC,\j ~.-..., t. '" ~ -r 0.072" , I ;::;:;.. --&-.......~ . j-~ t<-- 2" -c' A = 1,:;2 .,.l NT::: , .52 :l.J.f, :x = 7.:2 i..,.' Sx = 3.C5. ,n.' 5C63 - 75 2" X 6" X O,C62" SNAP EXTRUSION ~~ ~, l I I l f 0.072" ! j , U, i I ! I ;f-- 2" --,f A = , 45 '0.' <NT = , .66 o.u, ~ tx=~O.~4i!'1. 2" X 7" X 0.062" SNAP EXTRUSION Sx = 333".' 6063 - TO <: 'f; Z < - :2 ::::: '7 :J ':JJ .:::: 'J; :< r- n f) '~ ~ ~ ; :c < ._ z :. r...;, 0 ~ :2 :yo .~ :J W Z './J J) :2 :2 ::::; :: <: z :2 ~ <: w ,.., :..... '" . z: ....~ --' ~ OF 10 '"::~;..:k'~, - -,---,.------,.-...... ... .,-...........,-"--------... .,"~ Table 1.1: Allowable Spans For Primary Screen Roof "JIembers Aluminum Alloy 6063 T-<i For areas Hlth Hind loads less ~"an ~40 '''.?'; and LJ.tl~udC's below L3tltIJde :0. ~orth LJarj y"iIC:.'": '~-f = :::23(n ,)QJc:;-,; roUe'''''' Sectlons .. -)" 5'...)" ::l~;"'-)' ~llc..va ::e 30an : ~..J , -) x :" ;( ).,):2" -:t:~:-:::~ . ~'X'),':'~" -=-"""T~~:; '""',) '. ,~ -. . ~~SO" """1" x 4" .~.':50" 2:: ., _Jao Nlc:;t~ , .. = :;.eari": ;::::: Se,f.'''a:Jng Sec:lons ).) -: -.J ~ -j" ~ -..J ' , -J AilCH3Cie ;can 2 .l ~ ~ ;:.IJj~,J.~OO" 2~., 2" . 5" x O.OSO"X'J."TIO" 0'-" 2' x 7" ).,)55' x j,120" I':~ " ~ -.:n;( 3" x ).J7~~o-rr---:i ... .:. X 3" x J,J72' x l224" ..... ~~82";.( ).J~O" ~c.' 2.J . i " 2'J-1 20'--, ': - .;::: . , ...-' '~ -"- -: :..;. .,: ..0' :~ -:: ....:: . =' LJaol'Jlou, 'I,'" = :3e~r.1 3cac:ng- Sna:) Sec~jons -y::j o -, : -.. .:. -~ ' ,..)" s -~,. i -)' i i~~LXT141" i ,z" x )" X J,J45" I 2." x ,J.' x ).,J45" ---:-"'7;t"D62" Allow'acie S:Jan . 2.' ::: .,; ....- . So-) . --::; '" . .~ ,- -,' ,,;.,. " . ~" ).,]5, ' - = ':. E:< a m ~Ie: f :ear~ s:;a~,~~ "//' :: ..: -:'" '.~ax:ii:...,':' '~ ;::;' 3 :.. t.. ~' ~ ~ :~J.' ( ': 3-::,;.t:la:,~~ 3e3~ ... ~ . .::... "' ~'.er;;c a~:."':" ~3.::~S S 3;:,'v'e-<: ":'::".'':: s:a,"'s:: ...:,~ '"'':..'::e -=':::.. :' ....e-: :...~:~ :"......... ......- --- -:: ~--,...:' .-~~ :-~:= ':' ~::'.-= 3::;-5 ::,' -:',a: :=a......, ::~:-s :; ...... 5:;: -; 3....; -:: ex:ee:: -. : :~:-:I:; 3:"': :"'e :~..,~ ':.; e:!c:"', '~'.:":: =:..- :ea~ 3:arS :"'~3~=' ....;:... ~,_ - = .-.=. -~:;;...... :::;. ._~ -,:....'::;.. - - - -, -" ~ ~~' - ~3::" ;':2 :~ ::"'~ :e'"':e' :",,:""'" ):"'~ -:,'...:e 3:2'3' :'::::;'"': 3.5 $:"':'.'w~ ':i :2:=.:1 ';3.,:'. soar. 8::"' :',.;":"'5 a: -'. : ::: :e:--.'.e" :_,' :......'"...s -=a::,- 5:::~:~ :e,-,~-=' :)u~ln :--ee-: 3:-=:3: ::ra~~r,~ ~ote: ~ 5 --=::.....~er":-?:: ':"';: :~e e"';:ree::~ ::;-S..: :e-: ::"": a....,.. :::,'2:'"' ~':: ::;:..;:-2 ....'3: :::3,""5 .......:...2 '-a:. 3;-: ~s a...... ...:--....i'" :"e 4:'- ;,"'~...se:: ::: 3::':-=;" ~"':::s:...:'es :'..::' 5:'.:" .:,,-:=, :e :"'e 3e'.--;:':"'; se'::::','"' 5,.....a ,e" :;., ',"'~ :e3,"'" 2e:::c" Table 1,2: Allowable Spans For Secondary Screen Roof Members Aluminum Alloy 5063 T-? For areas Hlth Hind loads less than ~40 M.P.H. and latitudes ::e!o.... Latltuce 00' ~orth 2,~C::::::1S=J~~e~erj 7'J 2eams '.'Y;:':'. ::185 ---ia:~ON 3~c~Jons ],0::" ~"::: 2":( J.J:tl ':" .4 :" .{ J.044' -:X:~;5 ], ~:'J ' .(.. (J,~'5~' ;,-,ao S.:c~Jons ---:~).04"1 . ~',;", )J45' ~___~x: ),J4S" 3' ")" . 9.: 2j'.' , _.;ao ,~JIQth .~1 ' ':-'j,~;I:" 3oac;ng ';'-'J : -~" ;' ...., ":"'11 OM J Di C :3oa n _ v -,) ~ ' . : .J .; " . ~ ,4 '..:.....:, .::; .," , -... .~ ';;: .3 L:aoNlctn 'il" = ?urlln Spacing .1..j" ~'..;-..----~-n-----5'_Q" ';'.1)" Allowa Ole Soa n L' -;>0 :3e-:::ons ,=3stanea -hrougt, ~ea:-:': Ne.;s ~ntO ScreVot Sasses I~'oilcw Sec:Jons J'-~ ].))2 ' _ < :" x ).)J 6 ' _ r. :" ,x; J. J4.J. -~~5~ < ]" ~ ).]50" 2" ~" x ).050 ' Snap Sec:ions 2". :". >).041" _3,~: ::-~~:i :3r"2' ,...,,::',- ., -0 . - ' .' . :;:: ,. '-.... =:',. S':3," 'L" ':; :':..::"':,r ..S~ :..~ ... ~a~:Jle. ; =..:In s::a:'''; :: ~'.: .:. :...a:= \/l' ;~:- :.j....i.l :' f.. ~' :: l...caa l.'IOUl ~N' :: ~::.cac;n~ J ...)" J'..," 5'-)" ~ --5" 5.,J' AltO'Nacl.: Scan ",;, -~ ,6 '..J ...' .0 ~ . ~ ~ 0- .'"' .:: " '. . . .~ '2. ',0 . C' " " ., .-..-------.:- ... '... .;,. .;..,; . 2 -3 -.. .::; '~ .j , '.s .:. ~ '-6 : 3 . ~ C j' ..) _cao Ntat.r, ,/, I = ?'.u:tn Spac:ng .. ..) J,'~5'...J" ~'-Q' a'-J" ~I!cwa=ie ~pan ... .~ '''': ,. - . ;:-'";:- '"-r =^ :~:..s:c:r: ! ..'" , ,.J" ').-; 3 ' ~ ::f.2 ,'.." ::; ~: .~ 1 . : . ~,~ i ~ I.V I .; ~ , . ',' ::;.... j -; "".,,;. ~ ~.-! Table 1.3: Hollow Sections ," . 2" < o.o:l," :: x 2" . ),0:6" 2" x 2" . 0044" '2" ~ :" x ~.05S" 2" x 3" x 0.)55" 2" x 4" x 0.050" Self \1atlng Sec:ions 2:: x ::: . )~:a" .0, ~~o:: 2 ., x O.v~,O T'"X~~cO ' .2" x 3" . O.~i7XU:L:4' 2" .(3" x :J.,Ji~24" 2 ~ 3" x ~.~~~:b ' Snap Sec:ions 2' x 2" x 0.041" 2" x; 3" x J. 'J45" :" . 4" . ),,)45" 2" x 5" x >).062" ~7" x -J.062" Allowable Spans For Primary Screen Wall Members (post I Upright Height) Aluminum Alloy 6063 T-9 3 - ~ ~ . : 0'.; ~ ' ~ 4.1'" ~ 8.6 ',9.6 28 -'C 03..) , ';t:~ --....--- , . _' '" . I ~..... 1 ~ '.1)" 14.',0 ' 18.S' -:.- '":' ...'-.... J .{)" 3., -;.4 3' .{)" 3'-<)" load N,oth = WPri9ht SpaCing 4'..)" I 5""..)" I Allowaole height .' 1 .,.,.... ~ ~ 3.3 , ., 3.:: . - .' ;"'., I : 6 ..) ~4 ~ :...Jaa 14JICth = :....';Hlgnt Spacing 4'..)" 5,,)' 6'.0" Allo....aole ,"1elgnt' H" ;6~.j' I ;~'2 ~3.'C ...~ ..J I 2" ~ 2:T_~ "~.. I 2:., 20-" ,,;.S .,3 ! 32. >.... 35.', ~ ~" I ,5.;:,.., . ' -V.~ ,;:.... S'.{)" H' 7' .{)" L'J -3 2:.: Loaa N!Ot:1 = I...;prtgnt 5oac:ng ~ ,~ ,- 4'..J" I 5'-<)" S'.]" Allowa ole Helgnt H' 3-~i" 1 a.'~ 5-~ . 2.;' ~ ::. '1 l' 4. -'1 ,,~ , 4.3' 24.3 ~.. -- .,;;..;..;: . \'aXi,';'1urr. :.;a~i -ai: S:3C:~; s -'. :" ';: -..~s ,VIL~ st~alr "31: N::'"'-;:..J: 3.C~,:;;;:'ia, :,...a~~ -ali s 3'. 3" ...s::; S(:~2e:: :a:'=~ .".::""'1/':" 2'2;:--:: -'_ -;7" e0,""~ '~-r =--'t:amOie, ':::~=e"', :3.:'=' -'" '. 'r = ~'.,~" '::;C-'...i'1 '.. ':: 3:''' x~" x.:,'::S" ;( J '::" Se!f \~at:,"1; 3ea:: :) -2 :.3 ~ -; ~ ,.., ~." .,j 7 -2 ' ~. 'a .j ~ . . 2.1 i' .J" " 2., . 8.' ~ .:.;" -'j 0: -' ~ ~ . .....- 7' .)" . C -0 .I) j .~ . 2'.1"' 2: ..., ';'"'... 22 -i 2: .' "e -3,X',.....~:- ,'..a " 6.' 1 8'..)" ~-4 ~ ., 5-3 ;oj-.. 8 -; ; . -3 8' ..)" , - .. -3' y:yi I p- ~ ? ...;, ~ ." ~ -~ ;' .: . = -3 .; - ~ .;.":'~ ~ Z ., < :2 ,,5-:, ~ ~-.....-- .:.,;:..,;;. .::. 3'"~' .~ ., .1.1 , . ::: :2 ~ :,/; './J <: 'J.J ~ c:: < 2 ~ ': ~ ~ ~ "V' U 'i' .: .S o. .,;;.....,,;. z C/) :n ~ 2 ::::l <: - ~ ::J <: w~ c.. ~ " .. :z ;"') ~C --ll Q)- cO!: c~ <lle; C!) s; ~ <' Z l' o ;e ~ .., ~ ! ~ ~:: w_ ;; ~ ~ ciJ 8 OF 10 --...~~ Table 1.4: Atrowabre Spans For Secondary Screen Wall Member3 AlumInum Alloy 5063 T-S HOlleT"" Sectlor,s S'?C~IOf'"\S;"S ":Orizon~IS F3~ened -,:) ~?sts ',v ::; ::i~s _:ad /.hG:rl ~Y-5u~j:;~;~::J~~0 .:..,ic'.....a::,~_.;n';::i ,\ ... i. ~~, ~:- ' l~~':"'" J -~:n : " x :--<nco ~::::;.J~" ~.'5 :..-: .:-...-s :'.::. -: 3 ., ~ 2' x :' :; -J,,:S5' ; .., --:x~!";:'~ .,::'"'30:: .::~c:ro~s ---' .. x. ~ 1. :.,2>: ~ , .... " t..:. .x ...,......., . :: . I ~ 4 . ~ '."I ~,icwa::;;;e '_=n;~,1 ~I\" r-oSI:':H SeC:iO::S So?~:;8rs ~s '''''':ori':'Jrt.,J's =3~er',ed 70 ~C~ -hroug~ s;c'? <"'l::l Sc~ew 3cs:s.es .:. 50 c.:a':J .v,::c 3.50' ~.)O: ;.. ;c'........-a:: '= _=:,c:"', .\ : .: ~"'" ,-"'..."\J;" i~~:. t__ -- , 4 X -' x J, ~ 30 ~2" 'f. ':.;J~' e.~ :-2 --: :'-t.. ".C ..; ~ . ~ " '~~'~-;;rr- -~-~:-:T";~.-.,; 2" x 3 x ).,:;0 2' x ~' ",( J.;SO' ~,.-;a::: ~ec:}c'iS .." ..' ... .;. x..;. x .... :~~ . 'l,axi:-:-::...,- :,:""a,r -3;', s:,a:.',....; NI:~::'...': a:: ' :;-;" ""':~ :.:.....:;; :;. -4. ..... ~ -OJ ,,; .; -" .:.."-: ; . ~ ... . . ':';-( ~& ~ ;';Jowa::;l\? ~e::=::1 ,Iy . : . J ": .... _3. ,..,' - - - - ._~ -:=~:--- /.';' ...:$,""; S:'"-:-=- :3;~, ,..,'::- :..... ~e e-:: :...,3i: "3 ,::>...-....$ =..-:c a r.-,::: e '.J~.< _._ - ::... -. -. - ..'; -, -:;s ~:- ,9' ~;;:)\vab;e Spans ;::c,r C;"~R:c~ 2ear7is :n ... ... .....~c.r' ;"iu",i,",um Alley 6063 T-S S\,iS e 3a,f.'l.a~:r;g 3-ear."',s 2" x.. x.J. ::'8" x. ~,O~" 2" x 5" x ),050' 1.. J. ~:O" 2" x _Il ).J55" XJ, i :0" 2" x. 3' x J.G7Z" .x: ~.::.:." 2" x 9" xO.a,2" x O.22~" :.' x 3'" 1; J,'J82' x 0.300" ~'~L:::le 3e:fJ~atlng Seams x 3 J,C'7::" .)2:4" )224" ~' ~' 1. J.:'7:" x :" 1; t J J,32" x .j.:G~" ,~~~~:ai": _:;a:: l"l ~ C' -:i' """ .._ -..J "... .. ,..;,,'1,) .."" ,.;".. ...,,; : ':l -: 3 -~ ":"'liClNa::;le S;an ~ -:; :. ~ ~",' I . ^ ..;..~ ~J. -0 3'v .~ . 2'.;' , :S ,. - . ~.7 ;::. , " ~ .:..- -<:: ";"... -- . ';":: '-:.~ .1_1 ..- ':':'...;""': '-;:1.', ...:.,:. .,~ ..::.',41 ", . ...- -- ..:.~ .....- ,;;.:." .... ncu:.ary Loaa .,Vlct~ ',e -:i' "..., ..", ..._ -.J :4'-0" I 38 ~' :5 ~' :0' -:i .,' .. ,~ ..., 15'.....J ' Alic'~ac;e Span !- . . -, . ~ ,;;.':' -: ':'0':' -:-" --:J' .;.~ .-..J ::,' . ~ ,", ". ..0::' ,j....,'-' . . :: : -..J --..-... '" . ~ .: L, -, -": """ "t..........."J''! ^' ~ ..."",do"", " 10'..0" ~:l....)" :~~O ...)" I 34 .}~~ ..' ..,,, i" ...,,; ,S ..;)" AJiOwao:e Span'L' Table 1.5: Minimum Upright Sizes and Number of Screws for Connec~on of Roof Seams To Wall Uprights or Beam Splicing 3e ';r"'1 '10 ~e s . l/llr"ll('f1:,;m ....umDer ,::r Sc~ews ... ::;. rt ~ ,'" ~ s::: 2 :~, 0 x I ;;.: x. " S I:' Qo ::;S, :. x :...( .. :;. 3r.'a: ..3::: 'r' o . " x ~' '5 3c,"o?w 2.:a 'r',!rlr;-L.:r."\:>~-...l,"ce arc S:acing -::1 Sc~ews ~~.;e ~ :~r~e~ ::~r~er -0 '::~rte-r :,'o~ :, .. /2.' :: ~'~"S :: ~1:; :; :~ ':;' ::-,e ::-,;.e-::<)r. :~ ::-,e :~a;"'7", 3,-': "I:; ',~ <:;.' 3: :_': ::;-'.3~; I,,;~ :~ '... -:~ :e3~,'~ :~ l ':" ..::r:... ::~.,~: ~:-':: =~ .: :- .( :- "'0: .,i..c'",e..J "':;f :aro:;1 s: ,::::~.-~:' :-,:, =-;' ::3-,': ::~a..... ~::i:~ s;.:e ::;-: ,~~,"":""-:e~::' 'as:e:E""'"S S :-=:' :.:e ::e: ~...:'~ S~;__ IJOi9 '" ,-:: ~~i""',;:7:',jr7"', Sizo? SCi?en =~c,:sure :"::nee 3races ~r: d ~ r,C,""iC :-ir:g .~eq L.: i~~d .....1'''' ~um -5v5:-"; 3ra ce ;."""- :..x...."'\.:s.:on ":"'nc.'"':orlng .:~s:.2:-:"" "" . :. -J"" X... :.J~':' -.._,-,ai';",e~ ..r;:, ,,:, ;;"':;x; ..;, :',-_- ':'1_= --.....-ai',...e' ;.i',i'\ ";1 ;;"C x '" :.,_....'- ,)'.....::. _ ;l,': 1..' ....~'" ,;) .; -., ::: .. l. : :' , ~c;:,,'" S ,.j, 3:...e~ 3ea~ ,.:.,-: ~':o: x 0:::'" =3:~ .see l. : - ';; ......,"":"'::;.::; ,-.,~; ~J.:e "",,: :":"~NS ~ o:~. =:;, :; -:-':_ ~~ . -~ = ~:=S ~-~a'ef -,-a~ ~'--3" C:).....a:'. ~ "'; "'ee' ::':~ ~ :~:'':':at :;:::'"'s ... "',- :~:3 s :~ -: ~:: -... ...' "' :;;.,; -J :.4 .oJ' , ...2 -.J , ...;;; ,;' '...- ;:" ", 2'.'.. . ~-? o ~ ~ ., " 6-5 . : ..; ..-) ',-" ,. ~ 4 .'oj - . C '"1 ..'~ '~ .,;'" ~... ... ~." , ' .0'':;' 44"0" S(J'..o ' $4''':;'' 46'..)" L', .' " 2::, .':J I is.51 20',ifo , . 'I 9. ~ ~, , . .;;:..;., ' "... ....., .:...:.. \..) .2' ''j ~C. ~-; ",;-:;: : 1'. ~ ,. 42' -G" 5,)' .) >' -)' 4~ ""J' 35.5 I .J2.i'l JC.11 I 4~~~:3. 25'.7 Ar- " "~~I ~"I 4J -... " , .,:i,..-:: ~~. , ~3'-3 ,),)....1 Jv .~ ,,3" i C- I 3"-0 !~.11 I 4B.} .:~ - ~ i 57'.,' 42 ~ 7" :'S .oQ '" "" ..:..:.. . ~" .. . ..,.,..-, .;:.:., ";;1'';;' I ) :nw;J0fj i 25 -Q I 24.?) 41 -4 I 2=;:.i it ":4.~ 0 2r~ ,3 ! 2 i'. ~ u' Table 1.8: Allowable Spans For Primary Screen Roof Members Aluminum Alloy 6063 T-4 For oreas of I<<J M.P.H. wind loads and .reas north of the latItude of JO. (Jacksonville, Floridal that are $Ubje-ct to ice on the SCreen and a wind 'a,d. 4'-..J" S' -.J' 3 ~.. MOlic.... SeC~o:"ls J' -.J" load .'Ylotn = -,~" 5 -.J" S'.oJ" 7' .:;" Aiic.......aole :::oan L' 5'; . 5.9" 5. ~.. ::....:. :" 1 :.. x ),::::" 3'.5:"' 3.10' ~ ; .,'" ~" % :" % ,)::5" t:":I: J,:..:....4." .; ,'0.' ? .J~ '?', -;.. '3 '. J ~ 5.... :3'.4 , ,~ ::",", .. :.:' :1:;.: SS" 'C:~ ~.' 'I,oi , '; ;:" ,t 'J, :,50" .. :I: 4" X ::SJ'. ',~ .:) ., ., :' '... . 2 'I . ~ ,~ .l . ~ " . ~ ., " :.-;" .,.'1 Self.}~a:,:1g Sec':.Jons 7' ~j" a -j LoaC lVlct..., = '..,'V' j'..J" S' -J' J' -.J' 6-.J" : ..) AliowaOie ~pan L ' ... .t..".(:,:,:S"IJ,~DO" x ~'x :,;50".t ,J.':,~" ".' ~- . ., ;;. ~ " .. '8.J :)CL':;~ ::'e'~-.~a:.:ng ~e3riiS "":-'12 x ~ 5MB adc=ed ~c Too or oor-om (Pe~andicLilar to \"Vebsl 2" x 3' x ~.,j7~" ;r; 'J.2:4" 2" :c 9" O.Oi~":c O.22~" 2" x 9' x 0.082" ;( 0.305" E.tampie: If TnDc.I:ary L.oad V/icth = 30'.0- tv.a:C;r."!um "L- for a 2" x 4- x 0044-;( 0 12- Single Self-Mating Beam'" r a.;IT } Above spans do not Include length of knee brace Add honzOOlaJ fengt!'! of knee Drace to above spans for lotal beam spans Note: ~ IS recommenoed thai l~ engineer be consull"O on any carner t;eam :....at spans more thJ,", 55' ~ j ..... '8',', C". . 6-" .... . ~ .- ~ ~ ...; ~", i 2,'.1C" :;, -'.C" ~ :0 .-, ':.:55" x ~.' :0'" 2~ ~ j ~ .7' .:' ,; '"...~ . s...; t 3' x '~,:7:;:'. x)'::.:." , J" x 3.:7:" x 3.::4" :5 ~ ..':I.: .;:.... ';C'.' C'" :)' . ~ ,. "4'-'3- "8'-~- 38.,," ::,j" 27 ~" .. 1;" x':, :5:'" x '..........'3 ~2'.2~ :''':'..-;"' Sr:ao SeC':.l:Jr".s Loa 0 ~ IC~" = ~.~ S'-J" o'~" 7'.)" Al,cwao,e 3;)an I '-.J J....:J' ~....J'. _ .( :', ::~ -," -=' , x 3. :.:.s" ,~ -' . Z'~ .. 14" x :,:':'5" . ~ . 7 , ~~ , 2~ , , -c .. :t 5" :t :..', ~ =... :'0'.:' . =.;. ',e .:; ..~~, x ': :.S:" .;.,:. . ~ .;. ~." ...... -: =:,' s:a,~ '~' ;: :;.ea- Jse s:~e." ;'.2;r-e: $:.;:;....<; -....'~ ::.xar-nole' .. 3~a'""": ~;a:,:",; ..:::a: NI::~. -,,\'''',, = ::._:a ',I ax:;:-I..,~, .... ~ :.0: :ea.-, ;:: 1 ~~ X .J ~4. ;c :: s,~:I.'.'a::~; 3ea;;-, = I -.....:. ~::\e S;::a-s, ::~ ...:'....:::;Jce e...,~:t1;:1f ~ree :)'a::e ,:..:: :"':~:,::.":al e'"';::."": J~ .,ree :,'a:~ ::: a:":'.e ::3-5 .:' '::.:;: .::ea-, ::a:':5 = '..' i'1 I:"', s-.::a::""; sr,a;. ""c~ excee-c 7'.O~ (4C x .....e= ~:"':')c,-ess: ;:or :eQ~ s:::a;,s ~"ea:~r ',"0" .:.C'.:~ :'"'e :~3:~ at ','"Ie ::.e"',',er ;:'~1;1 anc O"1e :'..::11l"1 ~cr -ea,:,,"": '..:,'.::," ;... ea,::.:" s::e :: ,_..~ ::e:-'e' :'....,:'"' 5,",3 .... ~:l a~e'al :::ra~',"'; as. :,l"'iGwn In ae:ali ~~e'.o" s-:::ar, ....,:t"1 ~.,":""::"'S ~: slce 'Of :e;<~e' :;~rk' -,eec laie:al :;Jrac.:.t"'lg :;: :e....,e. ::..~::" 3': :' :.-..s :=3:'.-, ~ote : , s "~:.:--~....::~-:: ~:--,a: ~~e e;:g~ne~r 'Je :"::::;s;,.;;~e-= :.. a-y- s:-e-e.... ~":::s'..:e ':-,at 5:a:$.....o~e ::--,ar, ::'.::a .;-:: as .; ::~ -:"',,,",": '''e ...';)()q,,":~ :..se-:: I::>r sc:e4!~ ~;"',:.':;s..;"es. :;I,-e~ ;5',,:~ So-al ::'~ ~"',,? se:~."""a'.Ii1; se~'c:"i ~-:;~' 0 -Q......':;-:~.c' '~' '..J , 5 . ~ -1 < ::J ..:. : u') <: ~ ~ :5'.2~ ~ ~ L. ." '--' ,~ , , '..- '" " " , ~~ 5 . ~ c:. ; ...; ~? < '..:..J r- ~...... < ~ ~ : ~ ~ L :2 G ~ '~ z (/) ~ ~ -:- ,< ~ < 'J...: ~ CL ~ ;:; ~- 8 ~ ~ C) ~...... c~c~~ c,~_>-~~ CJ ''; :5 C)'" ::. = L2J5 .~~ - ~ ~ ~ ... ' ~:: ~ ./ 9 OF 10 Table 1.10: Allowable Spans For Super Gutter and Self Mating Seam Screened Enclosure One Side/Solid Roof Other Side; Aluminum Alloy 606J T ~ Beams And 5" Super Gutters ~IT~~~,)PJn 14'.-0" ~S -0' ,n"'--:Y::;--:~""- 1/2 SOlla Root ~:;'PJn 5':;:j~5'..J" 5".," , -J \ 2 oj ~"I : 2.~' ,....0 I 't. -,.) ilO~2'.)" , , -, ~ , .J -"'~~"""""~O':": .. x, X ;;,',J';;,J x...;, i ~ -:l~5x-n:~ 3' x ).)7~c:~" :" x ," x j.)~~:" ' :" i 9" t. ).':8:" t. J.:Co" 5"")" :~~" '",-I , ~ .; ~ '; - -: . . ':1.', S; '? -,J .~ .,~ ::'...-, ., ~'"J -/ 22.5 .:::: -j 2: -3~ ~o:e: f ....~ '3: : :::.-::- S jre3:er Jress ~han ~C'-J" :!ien :..,~ '2 ',"'e 3::,\(2:,'~ ::-'=~~ -::' :-::::'- ::.J.-:'~J, :e J'::'.5'~-:: ::'i ~-~ 'a:~:;.r:;r -. 2 x ~/2 itl"le SOlrd ~oof ;?arel scar; '=,~e'e'"':~ :':'~,\=~" ...~ -=::_3 -,"'e: 3~,'~s:~,e:"t:o ',~e 31lcNaoie sc~een roof ;:Janel 'N1Cths a:J:::I:-e-: 3$ 3 :: '''';~ '-~ 3:,: ":::;' :,s"-= ~:-::e: :~3r . ::'.~" z:sr",,,= ,.......II"\US If ~~,e solid ,oOf ;)anels sma;ie1' :,"'an . :y..J" =-:r '3pan:;f ~:..~ Cf Seam, Use Screen ?3nel '.'\Ilc:t~ "'/v" ="'C~ :--a'N'ir:; :"::a:: 3Jan : ~2 JfSc;een 3eam _ef"gtr. .. ~/2 of S'JiiO ~:.oi '; ::an =:t a r"". 0; e~ -- -~ -Ss;een ~oci 3ea~ Sca~ i 2 = :Z'-)- . -" SOIIO ~~ ~:::Irc.. S ~anl 7;.: ,'::;;'-j" ':::...:~ :( 3" '(,~ ,JSu" ~ ,') '2;.'~ Se~t ),~2t.r,; ::ealTl 3r,~ ," 3t,;>_'r S'..J~~~( ..~axl~...~ 3:3."";:;; ~~ S~:I':1 reef :.ane, '-1.110::' 'S . :::--'J" ~~ 3r:C\",a:::e 5c:,e~n '":)of :::arei'vlct1 ''vl,i::~ "',\ ':2;( ~/2 ("Z'. '~"'}.: - 2' _.~ ... "'.J . 7:: :;e'ec~ :/ia ra-::I..,lIred Sw~e{ Sutter 3n~ :ear1, aar;:::' ~o ~,i2 :he sc~e~~ ':::J: t:e3.r;": ~aa~ ):'': -e3':: '.~e S;".;:::er :3~rter 3n~ 3eam ai'c'N3c'e oeam spans ::'\ :i:at::Cit,..r:"":,'" (I,e ,f :.....e ;-:~een oJ::' :ea,~ s::a~ s :5'.]'" ::e~ ~r;:er ~.....e ..a:l:e :rc:n ......,e ':)0 ...I:1cer ::--:e ::::::wm:i -eaceC ::::v ,~~,'2;( ':5'; - .:" = :,:'.,:)" -: Ta ble 1.10: Allowable Spans For Super Gutter and Self Mating Beam Screened Enclosure One Side/Solid Roof Other Side; Aluminum Alloy S06J T ~ Table 9.3: Allowable Loads On SCnlWS And Bolts (As Re-c.ommendt-d 8y Manufilctuf~r~. <: -' V') Z V) iJ < .- ,y ~ r ::J 2 < c- '.J '...,I r./) '-:. I......... III Z C e, :I) V) c- W W c..; ~ ; ~ <l:: rv G: '- ~ :,) Z ~ ~ <l:: ::J Z V) ~ ~ ~ v ~ ...... r- z G <:: w ~ ':I) <:: " ~ ~. ::: 3ear-:is~na ;',.j~er Gu~~~ ~""'-n---:-""""'" , '.' -J .:. ".I ~I~ ~-KOOT:;earTl3pan ~"..)" ;6~)" W:~~~~ 'I~ ~Olla ~QOf 3eJm .:ipan Setr,Tappinq and ~JChlne Screws Allowable Loads fens.le Strength 55,000 us.; Shear Z4000 ps.4 r~ ,- -Do'ubl. PulIOu( i Shear I ~bS) Shear "(lbS,) (Ibs,) i -:;-?O ~o-:--i ~ :; ...- ...- C) C <: g~ en '" , <" , 3 "f ';? ;- ~ ~ ~ 3":; ~..... ~~~~~ ~~ .: -.J ~ ".J ,~ ;J ".j See',.., DIJmeter =8 ---"0 ~7 ~4 .:~ .....----' .;.~o .:.J W - 2 ~ '., .< AQ)~~~< '3 X L.. <: 5 ~~o ro~:l. JO";; // , )fk f i{.~;'^' // 5 ..) . , .)' 5,,)' :,...J o-J ...')C 10 OF 10, -' .1..'.. ,"" 1; j, ~ 55' r ],':::J .....,; , ;. , ; ;7:" , J.::~ ~~:~~. ~:~-;:~~ '...o:e. = : ;:-~' :. -='-=~~-=':' ':5.::' ~:- "0'" '-~ :~:: J:'.',,-:.:::e ~:'::e'" '::. :~:- '::.. .-;,,:~ ~: _.3:~:: :. ._~ ':':::'::' :: -. ....=> '.- ... -:::::~ =a~-= ::,y :',;..'.;.'-:"',::? :;:~,"'~'='" ..-= ::~_:.' j-: =': ~-= :::"..;s::--=....: :: ':"'e 3!<:w2: e s.:.-=e" ':::~ :ar:el N~:',- 5 JC': 'eJ 35 J :>...$ -e s:: -:::~ :ar,el .5 ar;er ... :'.:" ~:..: ';"""'...5 ' ....~ :: ,e '::::~ :are~ ::, ::'r;'1a,~r '-ar, 'Co .::r =':. :::an:-~ _ :: :.eo3""-' _S~ .:..::.,-ee'~ ::'21-~' :,,';::;-, ",\'"' ::':1"; ::3.vlr; _::;:: ;;:;;3:-,:;; :::: ::-=e: 3-=~""": _~:::- - .:::. 3:"c =2-:~ Scar ~-",amDle: ...-:c; ~eJr-:", .:.:~r:, ,:: :,... :; --. :: 3-~' :;::- -.... .. -3'" ~ : ,':,:' /...1 :: 5e:f ',';: -; 3eai", an:~' S..;::,-=' S..::-::f' 'tax,......:..;:;- ;:3,-:;; ~':I ..~ SC:,': "':'J. :ar:~~ 81::::-, -, 'Z'_::" ....-e ::;i'::Na::e: ::G-=-=.'" ::::,' :a'":a~ ,~C:- ,'f : t .,'" \;' . ,. " '. -: se'e-::~ ::-e 'a~:"'i~e'; Sc.:e: ':;'..~.e' 3'''-:: ::e3"'~ J.C:::.2 'J ~ .2 :re sc:ee~ '::::i ::e3:;' s:a~ ar,,: -ea: '''e ::~:e:~'_:-:e: ;..~ =ea~ a,.c.',a:;a :ea,";' !;J3rs;' ',~a~ ::':;'..I,~;'" Ie f ~r:e sc;"ee~ '0::;: :~3r1 s;:a:i 5 >3'..:," -e" ~":e' '~e '3.:e "O~ :-e '::)..;:"':::e' '-e :':::'..r~:; "'e3ce~ :::y ,'~ '2 x: :5'; - :::.~ :;; ::'.::" -Jc:e 1 3 ~3St2::inl~ Sc~edlJie "1umQel'" ~f =1.)'( J/J. ::, ,'~S ~ec::u,rea ,l;ax.lrTi'.Jm ...,J~:'e:' - :-:;.. ....,a:;o!":a,s \~i ...,;(r;el'" ?~st ~ ~c~om :1termeCiate Sa:: ..'Jic~~:: .~ -00 ~~~ S C~alr ,::(ail oe ~ ~:"::: :0' -~ ' -....~ :... -,~ .,,:'-::. ':: _.:0 --. = _:c = :;,~e" :~~e'~ ~ -; .;..,-:-:~...:: S "j 3 =';~ -'''e S";~ :.al' "':..3;a-::;-g :.a ..:-~- =::'=-- -~; ....:....:er:;i '3 ',~ 3 =::__ -~e ='::-' ':'::,':- ::2::--, .( -3':: - ~ ~J .~ -~:::: - :'-,':1 --:;3 :~:) ~etal to ? 'ywOOCl 5,3" .l ,;;1 Y : ,," " O'Y Pull Cut Ilbsl ~'';II' Oi.lt - ;'.~'IIO;r-- :'ibs.l Shear'ibs,) J;l .:4 SUew:;IJIT'~~er ~ ~O Sh~J," os ) 'bs) ..:.,., Shear (ibsl 'i j ~ .:; '.... " " ;)4 " -=-= , j i ~~ , .1:; ,'lOO'1 _Jg 5c~ew ~.JaJS J5.lI"] SOt..ltn.:rn ~;r?~:; :; ~5,)" =~;':Ivaler,t ~.":" -h c,'~ess See'.... :>arr'~:er ~r;e-a~ ~S , ',.1 - -----'---~~ :;ou:.lie ,'.'!:~c:"'awal S~ear (ibs~ Ibs -~') ~- :.. ~ :.;~ ..0 .;;;'... :c~(;~e,i! Sc~e'.....s :'nr;: 30;:5 n ':~nc;ete, 3.'"!ck or:..'kJ. ~:T':le':menl ',~'..J<;t 3el ',tlt"lI:T'lum ~f .,~ :" -~!CKnes.s '.'lith ~,',4" ~rofi"l ::ogel -~::.,;':: '_.Jnc...e:e ;:V'C...;: ,......:>nc...el.e Sc~e'N ~iameter <,' Ter,s!cn libs I 'T"enslon libs,) Shear Snear .;, : ~ ::1 ,0 .; ~ j ::.-C: ~ --.; ,,3 :.J"; ,:.,rur:"', I"'J:;' =-'ive'.s '1>(ltn ~1'..i~lnwm '.~3r,'J.re-I.. S:"e,"{ ;:Jmo:.>:er -~r<slon Ibs Srear , ,-'3"; ~IU~in'..Jm ~hel.s NIU" ~Iw~lnum '~a,"''jrel I ens!on Sc;e'N ';iarre:e~ ~3 'es 5" '!'ar -~ ..:,,=, Sc~e',"t ,;c.o?s '''!'::.;'~i'! "....0 5 :es Jr -"'e'--:er-s .. :"J: ~a["ej-=r"~';-S =~'',Js ,~':'~'5;"'3!:'_a"'i _'se ....,a...'..;;a:~...refS ,l"'::l"an:;e ':l ~31:::"', '0:31 'Na:1 '"':'CY'"'e'SS cf :c,,;:'e-::!.:;,n "';se ,::'"'Jr': 7'0 S~ e::-: :;.::ew _ S "':'Iet s~:;S~Jtu;,on ct anC!iO( spec:fiCJtlors;:1 -=ra......ir':::s