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HomeMy WebLinkAbout00-9458 r " BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788~6611 Permit 09458 ~ 1f.!J BUILDING Date 5- J/-DD , . ~L P~' ME~ Sewer Conn Water Conn: Property Owner: Job Address: Parcel LD. # Water Meter: T.I.F:s: Zoning: Description of Work ~ Code: '= t?h..pg 41 Radon Gas: " ~A--1("JJt'~{A 0 - NO OCCUPANCY BEFORE C.O. FINAL C.O. $- 22..- eJO DATE Complete Plans. Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector Valuation or Contract Price 00 .e,-fe' ~ /lL( ~nat,I,lr~ ,'.6 .: :1"-4..(: ,-;{jA~ . . / j ompany , Agd.tess -, ~lePhon~# ) 7fl'l- 5-~ui ---- City License Registration # ~ C.,,;!;.d uc:~;.. ~ /~ [IlPJA~ BUILDING ELECTRICAL ----- pUHvTaTNG-' <- MECHANICAL Breakers Ducts Insl. Compressor Final Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Ftr. Pre SLB Lintel FRM. Insul. CL WL Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons. a charge of Fifteen and 00/100 Dollars ($ 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. ..,_0 ~~ tALVW\. 0qLj~ "51~)~~ IJrrni SQ. FEET PRICE MAIN OR LIVING AREA OTHER AREA UNDER ROOF OTHER 'fMc..-"t (~_ 1 D~~~'" BUILDING: 45: c~ ELECTRICAL: ;J PLUMBING: l'iPl MECHANICAL: ,J /It IL/: RADON: It Lf '-/ <:.c... -- - -"..~-:_;..._.-_..- CREDIT: tJrr SEWER: tJ!v4 , WATER: J TOTAL: -L I T.IPsl fJ J?J -0--( /l L ( 4~ APPLICATION FOR PERMIT CITY: OF ZEPIIYRHILLS BUILDING UEPAR~~NT ~()aJ 5~ojrftJ m R&CJUVIID -..,- - {,4.3- " PLANS RBVIBW I'D ~ ' -1? I . a.~CO &rmt' ~erJlce-' 7Ri?- S31 OW!"ER'S NAME J2\cJ ph l:/ I.U\...fl e~ JOB ADDRESS (QqJ-{ 3 Step-hens P<<.-th > LEGAL DESCRIPTION: LOT(S) PIIONE L. ephy r hi ( l s SUBDIVISION "=='11 ver Oa...ks I : BLOCK PARCEL ID H tJ3-,}.&-;L1-0/~O-OOOC()-O,-/qO IOB'rAIN FROM PROPER'l'V TAX NOTrCIIH OSIGN PROPOSED USE: []SGL FAMILY DWELLING o COMMERCIAL ~l\DD 1'1'1 ON [] MOVE o AL'l'ER1\'l'I ON o REPAIR o INSTALL WORK PROPSED: ONEW CONSTRUCTION o DEMOLISH OMUL'l'I-FAMILY o INIJUSTRIl\L 0" OF UNI'fS o SWIMMING POOL o MOBILE HOME o OTHER o RES'l'AUR1\NT & IIEl\L'f1l IJEPl\RTMEN'l' APPROVAL DESCRIPTION OF WORK Qreen ~[ OSU['l"" ./ BUILDING SIZE / J.. X I;)., SQUARE FOOTAGE I Jf'l HEIGHT 8/'+0 l:;i f RESIDENTIAL: A'rTACII (2) PLOT PLl\NS & (2) SETS OF BUILDING PlJ\NS & (1) SET ENERGY FORMS.., '1' COMMERCIAL: ATTACH (3) SETS OF BUILDING PlJ\NS & (I) SET ENERGY FORMS.'~ PROPERTY SURVEY REQUIREIJ FUR ALL NEW CONSTRUCTION. PERMITS REQUESTED ~UILDING $ J 7 00. [!O . VALUATION OF TOTAL CONSTRUC'l'ION o ELECTRICAL o PLUMBING o MECHANICAL AMP SERVICE o F'LORIDA POWER o W.R.E.C. I'. o GAS [] ROOFING [] SPECIALTY VALUl\TION OF MECIIANCIAL INSTALLATION o OTHER .j. !i $ >, 'l'YPE OF CONSTRUe'l'lON: 0 BLOCK o f'IV\ME o STEEL' o O'l'HER I: ' FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAO YES' 0 N9 ~ 'f' " 111'1 I; II' " . ,. "~ ':" . .' ':-.. , 111.1., . . BUILDER '~ ~ COMPANy,~tLhr's AllAW\lnlA~ fi'vA lV,AAII 1/\ S'l'ATE CERT OR REGIST It SIGNATURE ~~ CITY PROCESSING 1# I~ .."'''' "''''''''''........'''...'''.''''''....'''....'''.'''...''''''''''''''''''..''''''................ BLECTEUC:U\N COMPANY STA'l'E CERT OR REGIST D CITY PROCESSING H SIGNATURE .............................~...................."''''.'''............ PLUMBER SIGNATURE COMPANY STATE CERT OR REGIST " CITY PROCESSING " SIGNATURE ......... ................................ ... ..........**.. ........*..... COMPANY STATE CERT OR REGIST 1# CITY PROCESSING 1# MECHANICAL ..."'.."'.."'."''''.............'''...........'''.......''''''........."'....... OTHER COMPANY STATE CERT OR REGIST 1# CITY PROCESSING 1# SIGNATURE "''''.'''..'''.....'''.'''....***.......................''''''.....'''............ " " CO/WITJO/'IS Ol!' FEHMIT ^'i'I!'IIJ^Vl'1' 1\. r NQ'1'l~CE OP' IJEEIJ HF:STIUC'l'10NS 'I'he undersigned understallds that I:ILls permit may be !luhJect to "deed restrictions" which may be more restrictive than Cily regulatiolls. The ulldersigned assumes responsibility for compliance with any applicalhe deed ~estrictiolls. B. UNLICENSED CONTRACTORS J\NIJ CONTIU\CTOH HESl'ONSlIH r,I'I'lES If the owner has hired a cOlltractor or cOlltractors to t1ntlertake work, they Inay be required to be licensetl in accor.tlance wll:ll slale illltl local regulalions. If the contractor is not licensetl as requIred by law, bolh the owner arid corltractor may be cited for a misdemeanor violation under state law. If the oWller or intended contractor are uncertain as to what licensing requIrements may apply for the llltellded Work, they are advised to contact'the City of Zephyrhills Building Department, 013-700-6611. Furthermore, if the owner has hired a contractor or COli tractors, he is advised to have the contractor(s) sign portions of the "Contractor flectionR" of this application for which they. will be responsible. If you, as the OWller signs as the contractor, you are indicatin9 that you, rather than the contractor, are respollsible 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 ill the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES ANIJ U'l'IIJITY CONNECTION FEES D. CONSTRUC'rUION LIEN LAW (CIIAPTEH '113, F'LOIU/J/\ ST1\'l'U'l'ES, AS /\MENDED) I certify that I, the applicallt, have been provided wIth a copy of "Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant Is someolle other that the "owner", I cerify that I have obtained a copy of the above descrIbed document alld promise in good faith to deliver it to the "owner" prior to COIIUl1enCemellt. E. CON'1'RAC'I'OH' S/OWNEH' S AF'FI/J/\VI'l' I certify that all the Illfo.l:ll1atlon ill thIs applicatioll 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 penn! t to do work and installation as indit:ated. I certify that 110 work or i1l51:a11atioll has cOllunenced prior to issuance of a permit and that all work will be performed to ",eel: standards of all laws regulating construction, City codes, zonillg regulatioll5, alld land development regulations in the jurisdiction. I also certify that I ullderstand that the regulations of other governmental agencies may apply to the intended work, alld that it is my respollsibilit:y to identify what actions I must take to be in compliance. Such agencies illclude but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetlalld /\reas and EnvirolUUentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management lJistrict-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engilleers-Seawalls, /Jocks, Navigable Waterways *Department of Health & RehabIlitative Services, Environmental Health Unit-Wells, Wastewater Treatmellt, Septic 'ranks *U.S. Envirolimelltal Protection /\gellcy-/\sbestos abatement I also certify that, if fIll maler:Jal .Ls to be used in /i'lood Zone "A" or "A, etc.", it is understood that a draillage plan addressing a "co,"pellsa-l::ing volwlle" will be submitted which is prepared by a professional ellg.ineer regIstered 111 the State of Florida prior to permit issuance. A permit issued shall be construed to be a licellse to proceed with the work and not as authority to violate, cancel, alter, or set aside ally provisions of the technical codes, nor shall issuance of a permit prevent the Buildiny Official from thereafter requiring a correction of errors in plaiis, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period- of six mOllths after the time the work is cPIlunellced. 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 '1'0 OWNER: voun FAILURE '1'0 RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPE~l'Y. IF YOU INTEND TO OBTAIN FINANCING, CONSULT' WITII YOUR LENDER OR J\N ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE 00 NO'I' NEEO '1'0 HECOIW ANO POS'I' /\ "NOTICE OF COMMENCEMENT". , , ~~U1 S G AT RE: OWNER OR AGENT STATE OF FLORIIJA.-o COUNTY OF r asc 0 The foregoiny instrument was ackllowledyed Before me this ~ day of 1Y1~ ' ~~ by M 0 ( if VV1 !ll:l.!K:L.cC~ ~./ (name of person acknowledged) Y""who is personally known to lIIe, or o who has produced (type Odid not STATE OF FLOIUVA COUNTY OF The foregoing instrument wa~cknowledged.. , Beforir7.le this i;J day of I~I , J:t ~t%J by arhj rr On ha.rret-----. . (name of person acknowledged) EJ;ho is personally known, to me, or PUlSeO o who has produced (type of identification) ~ not take an oath s Name typed, ~""~ ~UliHlIH~ 13ahr ~ ' . :T\ , ., ~ ClJrfrmi~I"(l{q90817 ;;J,.A,~E Expires NOV. 15, 2002 ~~~',.....'~,~ BONDED THRU "',R~,W,'" ATLANTIC BONDING CO" INC. Name "'1"!",;. ~~~ne Bahr t~~~S:~ClM'~18fC i!lfliiij>ed ~~:'.A~~ Expires NOV, 15, 2002 ~~1''''''''~,,'' BONDED THRU ""fl',.W,," ATLANTIC BONDING co., INC. .. .. '/ -',~ (' 1 "C ,-,I ~ 1 ~ ,;::7, C (/ ~' '- April 24, 2000 ~L~ / Mr. Ralph Huntley 6943 Stephen's Path Zephyrhills, Florida 33541 SUBJECT: DESIGN REVIEW APPLICATION Yv1 ~~ ,A,J~jl [' . 4L~' r ,-- (;zk~~~' ", ~, ~ ^ )4, i Dear Mr. Huntley: Your request to install a screen enclosure on your back patio of your residence has been reviewed and approved by the Design Review Committee. The Design Review Committee will retain the original application you submitted. If you have any questions regarding this matter, please feel free to contact me at 813-780-6340. Sincerely, ~' Jeffrey Collins Chairman, Design Review Committee Jac cc: Design Review Committee File, 2000-004 Silver Oaks Board of Directors 6000 SILVER OAKS DRIVE ZEPHYRHILLS, FLORIDA 33541 ., ~ . Do @ N .... (") ~ z 2 l- e it Ed I I i =-=t ! N .... a. -4 i I z 0 I i ~ (j) G) I .a u ~ ~ N en .., q .... ~ (") x S C"l ~ Z 0 j::: e I :> ~ ~ ~ a:l CABLE CONNECTION DET AIL 1 'f- ! /- /~=~~--~='~" !.. - *' '. '/ I (,~ ~,' -.-l,~ I_Y SEE TABLE 1.3 H r\\; ; i ;~ ~ _~. -=-:- ~ -==-=-..:.::-- ==---===-1'-=-".q-- K-BRACiNG --. ,/; /,/ (OPTIONAL) ___ -.:~ ~~, _ _~ "'~ ~__~ -~c..~~:~~~~':-- ~ -~ -=: ~~2~:~;7 '~......;.~"';:?;k' W / PERIMETER MEMBER .r-- / I SCREEN TYPICAL SEE TABLE I H \ ~ ;' i -~~-;=--"",,-----;:.~ K,a;:O,ACiNG (OPTiONAL) --- ---- -- /- /--- ,--:-..:_---~---, ,~ , ':"--_"::<":~--:; ---- ";'~:;::~::--'-- TYPICi'\L FLAT ROOF EL~AT!ON Ol-'AiR RAJL (TYPICAl) SEE TABLE 1 ,4 ,. X 2: GRADE CABLE CONNECTiON DETAil 2 TYPICAL r/AJ"lSARD ROOF ELEVATION CABLE CONNECTION DETAIL 1 (TYPICAL) SCREEN TYPiCAl CHAiR RAIL (l(PICAl) CABLE CONNECTION DETAIL 2 (TYPICAL) G RA.D E NOTE; SIDE WALL CABLES ARE REQUIRED "''HEN PROJECTION 'SW E.\CEEDS 29'-{)" TI;EN PROVIDE (1) CABLE FOR EACH 300 SQ, FT, OF WALL AREA ~s)': fly,., "'S~.' "'U-9~ ALUMINUM 8EAMS SEE TABLE 1 ,lOR 1 .8 NOTE, SICE '...ALL CABLES ARE REOOIRED W;-'E'I PROJECTION 'S'N E.XCEEDS ~f 23"-{)' THEN PROVIDE (1l CABLE FOR Sl";'v. E,A,CH 300 sa. FT. OF WALL AREA . CSt: 1?(..Ir. -ll''?f: PERIMETER WALLS A..'<lJ F'<A.V.ING SIZES SEE TABLE 1 .3 OR 1 ,4 K,9~\CING (OPTION"L) TYPICAL FLAT ROOF ISOMETRIC K-BRACING (OPTIONAl) PURlIN DIAGONAl. ROOF SRACiNG SEE SCHEMATIC PLAN CABLE SRACING ALUMINUM 8EAM SEE TABLE 1 . 1 OR I .8 DiAGONAL ROOF BRACiNG SEE SCHE.VATIC PLAN PER;f.<ETER WALL FRAME S'ZE SEE TASLE I .3 AND 1 .4 UNLESS '~OTE) OTHERWISE, SIZ2 MS\~8EHS PER A-"PROPRIA. TC TABLES TYPiCAL MANSARD ROOF ISOMETRIC TYPICAL NOMENCU>.TURE FOR SCRE::NED ENCLOSURES: -W" = SCREEN PANEL SPACING "t' = MAXiMUM BEAo.,l SPA..'< W1T1-'OVT K."E= BRACE, ADD HCRiZONT AL LENGTH OF KNEE BRACE TO SPAN FROM TABLES. "Ii" = MAXJMUM UPRIGHT HEIGHTS "SlY' = SIDE WALLS CAN 810 F'<A.YED WITHOUT TOP BEA!~ A.ND CA.'1 BE S.Y.AUEST EXTRUSiONS ALLOWED BY SPAN TABLES "- f W -I r---~ ....-'"c--~......-=-:-'-~~ / ,..p-; . ,~.... ~ -- (;--;-_: ~-lTf:') SEE TABLE 1 ,3 H \' \ ;: W- .,..-=----=-:-~r-=----=-=---=~-..Jt-- _)" /~=--_..... K-BRACING -- --~ ' ;;' ~ //;~- (OPTIONAl) ~ ~~';:':~;-_~"-....,~=c;"'_-i,,-'-;"''''~'''~_'--'-- -'-..~~-:...~.;~-l':':-:-_.'- '-_ -~o:.;~~;:, :~:"-,,~~~:r '-1,- ~.'F~ ~~~>.... ~ PURUNS (l't'PICAl) CABLE CONNECTION DETAIL' (TYPICAL) SCREEN TYPICAL AL TCR.'lATE CABLE CABLE CONNECllON DETAIL 2 (TYPICAL) '" x 2" GRADE .,..:: TYPICAL DOME ROOF ELEVATION NOTE: UNLESS NOTED OT\-!E,R'NiSE. SiZE ME.MBE.'i.S PER APPROPRIA.TE TABLES TYPICAL DOME ROOF ISOMETRIC TI;E DESIGNS AND SPANS SHOWN ON TI;ESE DRAWiNGS AHE BASED ON THE LOAD REQUIREMENTS FOR T'rlE FOLLOWING CODES: 1) STANDARD BUILDING CooE 1~7. CHAPTER 16 INCLUDiNG ssm '0-96 2) BOCA NATIONAL BUILDiNG CODE 1996 3) TEYAS DEPARTMENT OF INSURANCE WiNDSTORM RESISTA..NT CONSTRUCTION,m NOTE: WIND LOAD CONVERSION: SPANS AND HEIGHTS FROM TABLES ARE BASED ON A 120 M,P.H. WIND LOAD. TO corWERT TO A 140 M,P.H, WiND LOAD MlIL T1PL Y SPANS AND HEIGHTS BY 0,85 JOB NAME: ADDRESS: ___~____...___.~_.___..-.'_ .._ .__- .___._.,.._"'-"_____.. ______._..._.__4. -~_........' _ .____......_,~___'_____~.__':":'.----.--..--_.- _. ~~ _. ._____-.--.,___..-_..--.__-_..._ _._____.. __... ~ .....-___....__ _._.____ _____....,._........._ ....__. ~_ _..-_.__,__....>_._...____...__.._.._.____ 0:: ."J"'ir; rC?':\:C: F~:::.{lrC~I'-Y ;"~'",':\' ,;"'.:-"'i:':;' -'..;', ,.-'';:','. )- ~ u ...J ~ :J (f) Z < w :2 IX :J Z f- l') ~ u (f) :J W ~ IX 0 f- f- (f) (f) w w w 0 :2 a: C2 :J Z f- a u LL :J f- :2 a: U :J f- W Z (f) (f) 2 2 ~ :J Z ~ :2 :J ...J ~ .'- W ~_ . ~ N 0.. :5 N Vl '" ~-~u:~ Cl)u<",,- c~~;!~ c~>=;e:2 Cl)<l."--":' ll)oc(!;;e .. ~ ~ ~ ~ W~55e Cl)cr~~~ Otu"'~ c"""w Cl)~~1- ,-"oJ ~~Q m'Q. ...JiJ / 1 CF ..- "~.---;""""'.. ~...~ . ..;._~>....1--..."--,,:.,~,~~.. .. ...-:"~:......~~:.;.~~~....~~.~~~'"'.:..:~-:"':':,..~~-.- PURUNS (1Y?!CAL) NOTE: MATCH SLOPE AND EXTRUSION S'ZE AND SPACING FOR RiSER WAll3ELOW /- W -,; " CA3LE CONNECTION S:::7/,JL 1 (TYPiCAL) ;'U..;I.A,I~,L;I.~ SE..A.M SEE TABLE 1 ~ OR 1 , 8 ~ SC,~E=.~ TYP~CAL. S::::-ABLE' C,;.3L=: ,:C~sEC:'C~ :=-;-:"','~ 2 ;-v;=!C,;,1..., ... x Zoo 7"''''?:::).L " -,/' GRA:':: TTPiC;L GA3LE ROOF =LE'/ATIO~ " ',,- s:,::::= ','VAll... O..3L::S ':,;=<=. ,:Z~CU:,4=:; "-l;-::.."1 ?RO,,;=C::TIC,~ 'S''l'y'" =.xC:::ESS 23.~. i~E~ ?:;OV":JE (') C;3L5. :=C~ SACH 3:10 SQ. .:=I, Cr: '-NA,'-"- AREA ~r-,T= "~, '~ />_;,_,~;o.-/~~~~'~',~ ''-. ,-/~, .. , ,,,/,r?~~,~ S'~' ~;:~R~).\~~\/ - RSE,R.'IA.LL _ ~\_.':>,/"'__ ><~~/', ~"~_::-~'~:-~~,.>>::~~",--'7"-:- ?'':R,L,SS(TY?ICAl.) s:~==,~ ~?:C~.L r- ...-_-~" , ~_ _ _ "'.. --. \. ::r" ....... " AU :lAIN'.....~A 3~';.'A ~"-"_'~ '. I, ,~..Y, _ I --- -- - ; -............. "..;v~ ~~ .....A3L:::. ~O~~ S .----'- ~- "~" '" "'~ ~~,,-/ .~'~- '- . ~." I. .r-/ ~ ''----- - ~":--.... '--- ,.-"" ~ -~ . - - ~.,_~ ~/ _ ~ A ""SA;" 3"-"" Su ~~~ ~h:~~/';-_S =~I,j "C; ____' ......'" ~ SE= S\:~=I.~A- C ?-A."'l ";'_ -, AL,",I..t~'fL..~ CCL~I~~S T'i?'CAl.. SEETA3L::' 3CR' 5 " .',_::SS 07-:::;....~E ',C7EJ, SZ:: 1~:.I~:3~,~S ,::=~A-.==~,C::~;A-= -~,e...=s ~ a X 2- I'~,?ICAJ... TY?!C":,L :3A3L= ~CCt= iSC~/f:.!K'C :;- X:" A~~J '," X ~- l/AY S=:=<C-A-:=:; 7.0 ~=G=:\= SCR==!'-( C=>T:C'xAL ?OS:T~C".j OF -:0;:") R.A::'" \\':--:"",! '" X 2" z S~~\~ ,\OiChED A.~:u""D r' I 1 ~ --~> ~.~ " 0,".';.\,,1 -.-;:.~-' ,..,'-' ",,-1-'= 2":(:: X 0.044" s:.:_=:~ ~,~.s-:='"ER s:z~, ".f,-,:l,(==~ .t.._\': ;:1A.~E?,~,' F:;,CI~ 7,A3'~= ~6 ~, ------ ~ '0 C _______~ I,.', - ~ : ~ ' ~----- ~: ; ~ i o o " ~ o . I I I : I . '" I Up t I ~ I I N I lir 2" X 6" BEN..1 TO 2" X 3. UPRIGHT P'~Rli:--< (TYPICAL) /- IV ,~ ~OTEMATCH SLOPE A.';D EXTRUS'ON SIZE A.ND SPACl:--<G FOR RISER 1/,'ALL 8ELO\'I CASlE CO~~ECT!CN DETAIL 1 (TY?!GAL) /-~, .---- SCREE.~ ;]'?!GAL :::::::= - ..:.~. = ' - -- -"~- CJ..,BL= C::""~~CT1C,N :E.i ;'I~ 2 :~?::.AL) --,----"---=- --==-=-- - ."::: 2" ~'(?!C;'.L --==--::::::=:=:..-~-----===--====.=-====---=-=--===-3 ~J..c E ,T::iCA:" T?A,'-.S'y'ERSc GX3L.= ROOF cL=VATON ~CT~ S:l::E ',\,,A,_L:::":'9L.::S A.=\= :=:E~!"'::;;:EiJ "'~E,"" ~~G""E::'~:C,'" 'S'N ::",CE::SS 2S'-J" 7rr:.s ;:'FCV:C~ ;',', C.A5'_E ::CR EJ...r:'~ ~cc s: =;-:= ,\;'1..:" A?E..A. / ;:~~~<o< .-/ /,..-..~ ~ - / /- '~^'---.... '-. .----'---- '~~-:-~? "'--- ~--'- / '< ;>'SEK \'IALL \~?_- /~Y'>"_/'''y<~~~/--' \ ~;,f /.;"y'-~" >;~~.,~_~/ \.e'~ >< '- ~/'" < < "-v/"'"" /"" ,/'" , " ,y"'-', '-"'.. ' ,~__ Al'J'.1,SL;'A 3EA,y SCR::ES -:-Y?C;'L '__,::-", ~~_, '---,--- ...~( ,-";~ -A3~E ' , , 0;>' ~ ,8 ~'~ '---~, 0,,/, -~~ . /~/i '><: "~~i' : ". '/</~> AL:..,....:y CCc:'YNS -'?'CAL _______~<----......,,~' ~. __/' __,/ s== "'A3~=' :: CR 4 5 ~ '''~~ . /y~ /,5,\' l:-<' =~S ~T1-'=- '''s= v--=~ C:'Z= "~...- / ',1';::\",;-3'"'S:;S 1;;)=-~'"'A?::RC;~c;,~~ ~~A3L=:S----'~-/ __ ,:-::R;'/="7=~ \\'A:"'I_S ~~~I~G S.=..= :- A3~= ~ 3 C~ ~ ,4 8:AGG\Al q~c= 3?..AS SG s== SC:-E~/AT'C ,::i...Jo.."l ,;::;I....:;~.L"..., \--(?'CAl.;, ,:ts:0-cC~2r) .. X :. ~o.c;..:. if?!CAL T~.,\S\I=RSc GA3LE RCCFSO,W:TR'C \ .2 . ,..O.~,'l0 '.,\ 1. ~ 0::0 \ 1~~'O i ~ :?' 9: I ~ 'i [9" g 3EAM ~01C"ED ARCUSD 2" X 2' X 0,01.4" SELECT FASTESER S'Z::, NU!"3ER A.~J PAITERN F,KCY TA3LE 1 5 o "' o o " S::LECT FASTENE" SIZ::, NW"SEK A...Q PAITERN FRCV TA3L:: \,5 ;.., " NOTE' ,y,....,...'U!.. POST SiZES ARE REQUiRED FO~ EACH 3EAM SIZE, SEE TABL:: 1,6 2" X 6. BEAM TO 2" X 3. UPRIGHT CCN~ECT!ON ,:=_L:.. ~ '.,':l) C::~.,',:=,::~'C:,., ::::-,''';l (F1J~L L~,?) CCN~';::':I;2t\{ 2E7,-'..L U=L:~~ '--~,?) 2' X 6. BE.:'M TO 2" X 3" UPRIGHT r- I /--- I~'I'~ q I 0 0 I 0 I 0 I I 0 0 I 0 I 0 I I 10 Ol~ I -r- i I 2" X 4' S M 3. ~ 2' X 5' S}A 3, 2" X iO S Y 3 2" X 8' S,M 3. I~ OI~;Oj " o~ o 0' 0 \ Q --1._-1 j . i ,f I;:; ! c.r.,Vi I. I. l-.r .("1 . . IN iN ! \ /: I 2- X 9- SM 3, I Z" X 3- lJPQjGHT MUST 8E ~OTC~EJ I:: caR 2" x 2' ROOF ?URLNS I ~ I, SE1..ECT FAS~E'ER SIZ~, "JLVSE,~ I ~ ,,"S:J ?A ITER.'< FROM T AS~:: 16 IN I I;' r ~ORiZSNT AL BCAM TO UPRiGHT COI"<NECTiC,'J DETA,!L (PARTiA,L LA.P) " -,..., , '.~ r-'" ~ ~ ~ W. r . __~__:l ,~o:; ~ i REYOVE ::.xSTiNG-n, . I FASTC,~:NG A.....J RE,='L.,ACE : 00 00 -~ I 8;"-., S'OW FAS'E,SI~G - PAnER~ o 0 /'---~ ---------- ~ - -.............-_/ ---- '---------- -------, , ''"---- .-....... -.i---- " I ------...'1 : : ~ : ~ 12; #~o x 2.1.'2- \\'AS!-"~~ '"-E.ADEC COR.RCS:vE ,RES;S- AX~ SaC'i=',~s AT ~5' 0... 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"'-~ "'- ~~8! r---- L::N~CF >C~RAeE E::_J ',4' x 2' 'J<G SCF::,VS @"'- _~ ______ ~_ ' 24" C e, ,VAX) AND (2) @ ~ ~ =.ACi-", S i?.A? l 2" STM" - LOCA-:: ,"--ND FAS7-:; __,_:.-_~, ;>::R DS.~'LS P~3:: '4 '\:" '" 1 i=\::Ci,);QED KS=== 3,:=.A:-E \, 'I;~~. Z.x; 2"'x S~. s:z=. ,:."l...,':' ---"'" ~____ =A57::~ P::R 7 J..3L:: 1 7 '" "'-: "-. '- <."jE.~ 3:;';'.CE ,-\~ ;',C:-,,YE.", i \'':; l~lC;:;,= 7"r'""'~A.~, 'S. .i5CV:: 7CP C:= :;:", TT-=? 2. x Z' ~ 0 '2~" ;""lo.,G'...= SAC:-i Si::= t~1 SJ.,Cf-i:;'s S}...!S, =.:',,::-i ~=G :,".(--;--0 ::JCSi A....J ~s:,:;::;:...IE~ i!,.l,~) =A.s:~ A."-.: SL..'=-~:',S::A :) 0 :) " " Q :) " " ti;j S ~~ S, -I L_ ?CS7' S=:"'E::~ ::::_=i ..,. ).-=L= ~ J SC,;::::."i ,l,';"'Y =A::=.,lo.j Cq C'''':~ ~g~~ :.~~V:7..";:: ~~~ ~~~ ,\ ,-- . --- r--~ I " = -= o o SCFi=II' o o i ~"S'..;::lE=<- G'...:i==q I\AX'I~' 'I.) .....'c:::7~ \c=......... ~,.....c:::: ST~~C~'",,;-'=-,\'A~~ 56- :J';7'~C.. 7 ~~ Si7~ S?E:,,= C = "G,,"==::;:",'G SL:PE~ SUTlER! KiSER (OR T?A,'-iSC~n \N.ALL.g FA,SC:A. CETA1L 2 ~ ~ I ., r--~1 , ~ 2 i I ) ~ IB9~ ~ B 9; ~I S S ;:'~ SEL::::, FASEo;::RS SIZE, "L',3::R . I ~ AND ?AiI::RN FROM TABU: ~.6 ~ ~ '~---...... ?CST SIZE P::R TABLE 1,30,'( 1 6 , ,,~- '1-' ::. IJ,,'V~...;\.~ c>:57 Sil::S A:;'= ~=CU:R=J rC~ =:"A,C~ 3~'A s~z= s:::: ! A.3~E' 6 S=~~..vA7'SG ==.A..l~ S=~~~3"'=' ':~. ',' x::' S'U..=' 5=:-:-'.:",5 A-:-:..::....=:=....O :. x 2' =.;'C'?,'...S ::~~l'1'!7.... :;:':':::' '.','2" s V s ~ 24' c:: C~ ::~;;;~.:....C!_S S,....AP S=':7':,~~S 2" x 2. c',-,'~,-,""S,~ - ;..:::....; ...c ::.=A\lS (i\~.., '2; =',C x '~~::. .s~S. ;" 1: 2' :;::::~~ :,:..::<: ~~7::S=:;"70 DSS.... .'/'-- :'::t'::..'.':" S l,AS ROCF;~'G i ~;4. X 2a LAG SC::<'::\Vs~? 2.1" OC, (liAX.) ~___~_ ;""'''.'D (2) ~;; ~c:-! S7P~ ! I ~ 2' ST?J-?, LOCA T:: A'O ';'57::" =::,,' I C:::....A~:...S ~A,G= ~4 -7"----. I '-< :".1... ~~~~7= ~,G 3:::;'=\\1 AND =:=KR'_':_= 2" x 2a:r::J C-62" A-~G~:: =';',CH 51:= _L__._ (3) ::AC:~ ti;j S,M S S.\C:~ L::G XTO POST A....C ,'ITO G~IT::." l'Ai'l) "~ ;~~ ~ ;~ "~'"'i . -', ~- " "" SOFFiT g;, &: ~ S" S'J?!:~ Gu'I7ER FASC:A AND St-iHASC:A V:AXII~UM DiSTANCE TO HOST STRUCTUR.E WALL 36" .,viTl-'uUT SITE SPECIF'C E,o;G:N::ER:NG SL:FER GUTTER I RISER (OR TRANSCM) WALL. @ FA-SC:A - CETAiL 5 f-- ---~u ~a, q; I I . ~'::::,.. '--, S=LF,VAT:~G 8::AM, S:ZE vr,R.:ES 91 9i ~ " ::- - -:::--. , ~: g; g: i ct ~) "'-" -~ q,,< ?, "'"',,- '" - ~ ",' "':'~ GAL , " _~J " . -<~ .~ ~, ~~~ " "'- :::::>- "'- '" ~~,o~ i, '" ~$w i LE~G'"C' OF "'~E-\ 3 RAe:: ~ -, ~/4. x r LAG SCRE\YS ~ ~ ~ ' 24" Q,C, Il,JA,X )A,.".iC (2) a ~- =-A,CH STRAP '" : i ~ "'~' \ ~ 2E~~.'lA --;-;.,:3 =:=":.J~ 'S2E '/A.~:E.3; 3:~.::=Sl/~V :-....c~:~ C':(: 01..'1-; res":" S",,;";;L':::~RE "CSFo;G /~::;ff;Jj ~y ,.:-;:;;5-' - --(--, f--~ i 9,' ~ ~ ~ \ .-l, _) io I ./ -;,' .'>-. .~. - i . 1"""-:- -~~ = - ..:. i 9: .. -',"", ,..,: 9 \ \ ; 5" S''';~~=\ :;"...,-;-=:~, ~ ~ ~ ;Er.:::::J:REJ <'''...EE SP..ACE Ml~{ 2"x 2"x 2 ,':,.u.. s:z~ A'\m =ASTE~ ?~~ "7;'B'~:: ~ 7 '" 2 ,~ Z < ;y :2 2. S-;~.A~ . '-OCA"7'E A,",:, ; A51~~ =ER ::::-.-""S PA3:: '4 :: ;~ '... " - ::; ,'.f; r~ '-c;: '..;~ (j) L ~ ~ :2 (V :$ 2 CZ :. () :J f- ~ ~ U :.. x 2'" x:.' 25~ ,.;,....'G(..= =.,60:;:--: S:C:: 3) ::Joe:... ~ S V_So ::;'C,~ 1_=-:3 ,,~"70 PCS7 A...~'J...."';":: G'....':~~ \~,.A,~~ ; ~AS::,A A~~C S'..;3.;:AS::A 1,U,,,'(,t..:..V ,:is-':',SC=: -:; :....-:5... _.... ~~-~..S:;=.;;~: t ~ ~~G~ ~~~'Y~~,\:.5:J7 -, -- Z (,n JJ :2 :2 :J Z <: :2 :J SL..P=~ Gl..:T:=~ / RiS=R (CR T~~,,\lSC1/1) '//A,l..L.~ ~A,SC:A. ::::T;",IL 3 ~~ ~ I d'~ t"' :CV,?CSi-;-= 2 x 3 EAV~ AAj~ <: ',-'---. =~4.Y - s:~==:~ :;CCF ::::s-;-c ==--':'_l,' ::~.s=\. ,-..;:; i I I ~ s ~ =oR -'::.0 . 0.-. , - ~ ~ __ v -' --:...J ~Z 5~~ c::J '> ~ ?- ,_ ~ S 9 '" , ~. ~ ,2 ~ -'Z~ "'-~ <;:::~ ... \, ::;> '-. "- ...... ,...., I- "'- ,,:;11,= '- ,,2~5 "-.~, '",- E = I r-- L::~3T'~ CF'\:,:::: B=A~ ~f 'IA" x 2" LA3 SC"l::WS ~ 24' 0 ~""_~!,__H______' IYAX,) AO;D (2) @ ::AC",,7Rh' , """,o;~' ' C:")~"S"'A.l3.'8' x LAG SCR::Vi A......D -'~i-~.v---- F=:R~\JL~ ::-. l ~ . .... .....,,...,, ........ .......... ......., q. ' :0 ~_S,~:::-,-.L:::eA'';.~''~c~.s,,,-'I / '-~:: ~::.R. ~c::.: .......'l.~ ?,.;G:::. ,4 ':0.- ....--',,:..2.._ / I' / \"... , -~-- peST SE..=CT ?=,~ -: ABLE ~ , 3 L~ s:':\=::,~ \lIA':" ~,ACE I~ CR D--..-;-; - .'"'1 0 ~ Vi ~ ~ RECU;REQ o(~E~ 3R.A':-E Mil.,(, 2~ 2'"''X C C44. S'Z~ A.'1~ FAS'EN Po,R T AS~:: 1 ,7 ~ . '----.. >-0, ~S~ S~RI ,("'-, 'R= V ,. _~,'- _ ---... RCCF,'iG '>.. ~~ _r"_ , ~~:., '~~=I jj ~ SCF~iT ~~~.:..:..~ , ,- (4) THR:"'-3C,~ 7"$ ", " .' , 1<.,,::= BRAC:: AITAS;-,YE'IT NO MORE /',0 SUP::R GUIT::" TKA.'1 50 ABOVE TOP OF GUITEH ~ CHANNEL COliER 2" (2" (0052" ANGLE UCH SIDE (3) FASC A AND SUB,FASC:A EACH #Jj S,MS, EAOH LEG iNTO POST I f...AXIMUY DISTANCE TO HOST -J. STHIJC;UHE WAlL 36" WITHOUT SiTE S?EC:FIC ENGINEERiNG 4 SUPER GUTIER / RiSER (OR TRANSOM) WALL @ FASCiA - DETAIL 6 OF PANELS I ELEMENTS UNBRACED BY HOST STRUCTURE TO BE BRACED BY DIAGONP.LS IN PERIMETER PANELS (MIN.) ELEMENTS BRACED BY HOST STRUCT1.;RE CO~SEC110N 'S BEAMS ANDiCR PtJRLi,'iS 'z' -~; i: I " ELE~<E~TS BRACED BY OiAGONALS G.'-BLE OR K-8,,,,",,C;,'1G (iN W;'l.LS) ,-"- TYP!~l. LAYOUT. BEAMS OR P'-JRLi:-'S ~3'_E CRK,BRAC,,'iG (iN ,\'A.L.S) 2 x 2 IM!N) ROOF O:AGC'iAL YES WALL A7 \'1AlL 6RAC,NG AT CC'INERS ('YP) E.ACH DiAGC'iAL TO 6;:: FASTEN;::') EACH ENO WIT", (2) E;..,CH ;'0 S,M,S, IM,I,'I,) POOL ENCLOSURE DIAGONAL BRACING - SCHEMATIC Plt\N ViEV'; (POOL E,'ICLOSI,;RE SCREE" RCOF YAY BE FLA7. GABLE, ~/.A.'iSAK::, OC~.'E, CR hiP) ~ EAVE PAIL ../ ~ r~ ~ ii~ 1 ~ 0 ::00" ~o".. \, I ' " 0 \, Jj,~~~"'--~ ,. " \, ""-~ y"'-, ) IlT . "./ ;7 --. o ffi 7 4- X 4- X~.':llf3~. Pl-ATE pes"":' 2- x 2- x ':,C44- Sp",;.C:; 2- x 2- x 0,044- 8RACE ) 1;-;- I ! Cr-AlR RA,L . . POST ~ ~: k I:: I 1001 1 .. i . . . i ) ~r 2' x 2" x oJ C44' BRACE "- 1 x 2 SOLE PLATE I ~ I 1/4'0 x j,1!4' EMBEDYENT EXPANSION BOL T @ 24' 0,0, 'SEE TABLE 1,11 FOR REQUIRED QUANTIIY OF #10 x 314' SHEET METAl SCREWS K-8RAC:NG CONNECTION CCT,\ILS "'''''"'<""' __ _U"-~ " "" \', ~ " .""- ""- ~ 0, '" // ~:B'x',,'!2"xB'FLAT8AR " ... J'135'PLATE, CUTC,'~45 A.'IGLE _~~/' _ E]E,BOl T C :_c~,~ s, OCR OBLE ____/ , =,'i",~'i 31~2' 0 S7 A>NLESS STEi:L ~ "-~ TYPICAL CABLE CONNECTiONS AT CORNER DETAIL 1 /---- / "',0;0 ;' \, '0; "" '-..., O' "- r-!~ ~~ : i V<-" I I """ I I 1.------ PE=>':f.'E,E=>. F".A.Y,~G YEYSER J_<~ 45' ~ ~ 0; '1,'1, :>-1'2" SU-3 2500 PS,I, CONCRETE 6 x 6 & ~O x 10 l\'EL!JED \~'\RE YESrl CR F:SER VESrl CCNCR;::T!', TY?ICAL C,\BLE CONNEC;:ON AT FOUNDATION DETAil 2 Q. " ~" "..-'~" ~ '..-' ~, " ..:. G.'-BLE c." K'3PAO,'1G HOST STRUCT'~RE ~ __ (IN WALLS) 7tS'lZ~--- ~--.~-. ; ~ S' C__~~_ . . 7Wce,,, I~~" I .: " I " -...:#--- I :i ': NCT'E: S:E,'IALL CA3LES AF..E '<OT RECU:R"C 0'1 POOL ~GES T'rlAT DO NOT E.X":'E~D ~;CRE Ti-.A.'i THREE PA..'iE. wlcr-s OR 29"-C" FRO~~ THE VAiN STRIJCTlJRE, ES: ,\AL~ C':'.BLES Ar'~ ;.=QU,R=~ iF T'r'S SCRE.::SEJ E~CLOS'--'RE EXlE.~::S ~,AC::\= T...A.',: ,'JNE ?A.....:::... '."I:D'H CR. g'-~. FRCM r...,E ~;~S ST?UC-:lJRE. ~....;= ...SE OF 3LL'-t:: C~ ,,"r;ER~..A.L SCR=:-N CCS~E:T!CSS i~. r:.....E co\s--:-?r_':TiC:'~ C~ S:~=-=,,(EJ E\CLCSUi=\ES:S AC:E:7TA.3lE. (~) "AiR CF CABLES RECUiRED FCR ;:;',CH 300 SQ. FT, OF 'VAlL AHEA EI7HER A OR a o o 0 o 01 ~- ~~ B ',,~o.~,: /~'\:f~ ~~ APP, 45'''' WHO EYE BOLTS CLOSED (TYPICAL) " x 2" x 0'2,' CLIP A."IO (2) S,M,S EACH SIDE FOR CABLES TOP CORNER OF CABLE CONNECTION ANGLE LO<"'--ATIO~ "OR SI,;PE? GuTT':c< / //~ RE SFOPCEVE~T / ~ \" )' 114' TAPCCN 0'1 PI,'I GK,P \ ~~ , --~\,~~V / ~" "''''1'' ~"/' 318" x 8' LAG WITH WASH;::R AT EACH E'iD AND (1) AT EACH MID-SPA.S BOTTC't OF CABLE CO;';NECTiON ~C-:-'E: SICE WALL 03,-ES A..'lE ~CT REC',;?ED 0'1 POO,- CAGES ~r<A-:- co ';OT EXTEND MeRE TkA..~ T'rlREE ?A......C'.. 'N\DTf-oiS OR 29'-0- FRCM i:t1E ~,Aj~ STR...'CTlJR,E. E'iD WALL CABLES ARE ."EQUiR,,;:) IF ThE SC'IEE'iEC ENCLCS''':PE E.~'ENDS MCRE TrlA'i ONE PA.....EL. WIDTH C~ S'...J- FRG~ T~E ~,.AAiS S"7~UCT'JR= ThE USE OF 3UND OR !NT'E=>'NAL SCREW CONNECT"C';S ,,'I -:-:-E CONSTRUCT'ON CF SCREENED E....CLOSu,PES IS ACCE"~ ABLE, (1) PAIK OF OBLES REC'JIRED FC'I EACH 3C0 SC, FT OF '.~ALl. AFiEA r ~ '. - .. ~ " , ' _.I <'t ::J rJ? Z <'t w ~ e::: ::J Z I- Q (f) U ::J (j) ...J e::: w < f- 0 r- rJ? (j) W W W 0 ~ a::: < ::J Z I- a::: U 0 L1- ::J f= 2 a::: U ::J I- W Z (j) (j) ~ ~ ::J ::J , Z <: ~ ::J ...J < ... W ~ ~ 0-3 '" ;;: Vl n -~ ....0 :;: '" .... u ~ C)... <.. :r c~ a ~ c~ ... ~ Q)"'>-~ c ;3 ;; ao~H . l1J ;:l W'70~ Q)tl: Il. ullin~ c - ... UJ )( ... ~ - g / ;>":; c/ 5: i G/ /ji SHEET 5 OF (1) #4 BAR AT CORNERS AND 10',0" ON CENTER FiLL CELLS AND KNOCK OUT BLOCK TOP COURSE WITH 3X'O PSI F'EA ROCK CONCRETE 8' x 8" x 16" BLOCK WALL (MAX, 37) l' x 2" E;lG'RIJSION ~ _ POST SIZE DETER\lINED BY ! - if ~ ENGINEERING TABLES I or-I ~_ ; f-:----,-- , ll:l ~, "4' DtN~ETER THRU-BOL TS ",'0.., l: f- h ~ \. t -f ';17 ~___: ow ,/ r1 //--- " -l ;' r-l H,i ____ r::~l r1'1 ~:~1-~- --,-- ~ ' R'SBON FOOTiNG CR MONC'_'7"C - ---,-----, '----, ~' 'r- . - .. iF YONOUTl-1IC SCAS is L;SEC SEE NO,ES "'. "-_. OF DEi AILS SELC'f',' ~-- ~ :<: N n ANCHOR ALU~~,NUM FRA1~E TO WALL OR SU,s WITH 1W x 2"r" I.OASONRY ANCHOR WITHiN 5' OF POST AND 24' 0"< CE"<TER YAXiMUM I') #4 BAR CONTiNUOUS A.'-;CHOR ,. x 2" x 0,044" PlATE TO CONCRETE WI1t1 '14' X 2.",2" CONCRETE A.'-;CHORS WITHI.'; 6" OF EACH S'DE OF EACH POST AT 24' O,C, MAX, OR TI-iRCUGH A.'iGLE AT 24' O,C, fAAX. OPTIONAL CONCRETE CAP BLOCK OR BRiCK '-----~ (~) ~5C! BAF:<, CR (2) =:.42 2.AQS f/,"< 2,'/2' CO'lER '1,,'<,3-' '2" SLA3 2:-JO PSI, CC,',CR:::T:, 6 x 6 . " ~J J. ~ C "',~~QEQ'f"\-'IRE ~-AESH OR FiBER ~.-iESH C:'NC.~ETE YAPOR SARR:ER UNDER CONCR::E /- 12' / KNEE WALL FOOTING FOR SCREENED ENCLOSURES POST TO PLATE TO CONCRETE DETAIL --/ 8' -'- -"-8 ~ 12- -r 1.x:'c..'~I.....IS!O~. -,--..i POSTS GR,EA7;::::l YAN 2" x:i" I 0 ~ DE'ER.:'~iS::O 3Y E'<Gi~EERi~.G TABLES i ~ _? x: 2- x ~/8. I~',!'~GLE E.ACH SIDE '!E>, ~.i,/ ATTACH 70?OST A."<D CQNCEETE AT ", LOAD BEA.R,NG,'IAlL WITH (2) .MiS _~ ~ I I' __ "0 x 1'2' S,MS, EACH SiCE' ' ,~: j ~ \~ . ": l~ VAPOR SA.RHiE::l U~DER CO,~C"'=-~ ------:.--:/ '<OTE: ANGLES AS SHm...~ ABOY" 'lAY B" 'JS=O 70 COt'.NECT C<-\AiRHAlLS A.ND PURLiNS 11 l:J~ ALUM,NVI STRUCTlJR,E FOOT,NG 250C PSI CC'<C.RETE NI7H ('\) ~ a.A~ :CST1~lJO:""~S :tAk~ ~~~,~ ?'i/2- I;F;: G'::C~'-.;J -'~ ALU~/"NI.M STRUCT1.:RE FOOTiNG 2500 PSI CONCRETE WITH 13) "" aARS CO'l,iN'JOUS 2.A.RS '.~;~:, 2'"1''"::" \.rr GRC\;~D A.~ChO::l1' x 2" x 0 044' PLAT" TO CCNC.~E7E 'lil:H ~,'4. x 2.1/2- CC~CRETE A....CHCRS WITH!.'; 5" OF DCH SiDE OF EACH ?CST A7 24" 0,0, f'<AX. OR TI-iP,OUGH A.'iGLE ',T 24' 0,0. YAX. ~-,. - - ,-- - --.:." - -- -'- _, ~ 7_ i A.NChCR l' X 2' X O,:).i4' PU"" ~O CONC,:;ETE ,Vl"7'H ~"'4. x 2'~it.. CG'-(CR.~iE A..~CHC~S ',VFHI~ 5- 0;= SAC.-i S<:E CF EAC" PeST A7 2.' O,C. ,Y.AX. i -riT I I z- X 4- POST AS DE7E=\Mi,.....=D 5Y ENGi...E:::R,NG TA3L::: <( :::l if) Z <t: w ~ C!: :::l Z ~- Q ~ U (() :::l a:: w <t: f- 0 ~ if) if) W w w c ~ a:: <t: :::l Z f- a:: U 0 LL ::J f= :2: a:: U :::l f- LU Z if) if) :2: 2 ::J ::J ....J Z <t: 2 :::l ....J < >- .~ U-!;:o " D..~ " -~ n ..-0 -' "- '" "-u r--- Q)>- <.' r--- C~ Z 'i o r--- c::; ~ ~ >- ,.. Q)o' <. ~ 0 ~ 2') oJ~ == 2- ;:. - -~ W~z Q 0 Q)":'.,[ u' ~:: c "It ~ >(>- G 0 (tl RIBBON FOOTiNG TYPE 1 RIBBON FOOTiNG TYPE 2 MIN, 3-' '2' Su.3 2500 P S,I, C::NCRETE S x 6. ~J x ~C v,'E:..DEO N~~E 1.~ESH OR FB::", '.'::SH CC"<OR:::TE 2'~. ~i:~~ 9Ei=CRE:: Sl...O?E ."'-- S M ~~.:~:,:,o:: A':'~~ --~"-= Q -"'-"-"-'" .......--,'== ----"~ -=,~ -". " /--- f" ,=~- '=c,...- ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL ----;/ 8* ,,.<'- TY?E I FLAT SLOP::! '<0 FOCT,"'G 0.2'/12" "71'?:: II VOCERATE S'..C?S ;:CCTi~G 2'/' 2" - 1',~~' TY?::: III S"7'E~? SLOP~ ~COT\~G > 1'. ~ 0* " X 2' ::X;-R'~SC,N [ i ~::~ ,e ~::~ ~"'~".."i, J. . a,; - " NC~S: i, NO FOOT;~G REQU:R~D E.XC~PT \\'HSN ADDRESSiNG =~CS:O~ w~t7!L THE CC~~3i~E:J SEA!A i..=.SG7H A.'.Je; UPR.:GhT )-iE:GHT OF 1M:: =~CLCSL;R,= SXC=-EDS 55'--8* lr-E~~ A TV?:: 'I =CCT:~G:$ :Z=CIj',R::.J 1.(C.'-,C~i7:...tC S~.AES A.lo,.~ FC8\I~GS S,~,ALL.. 3:: l~l~ 2,::,:J ?S! C~"C~-::.V'i-,"""'! sx.5-'cx~~ ',V=~==J 'IV;~= YESh CR. ::I==~ ~,~=S:---: VAY 3:: :...,:5:::: ,~~' ..EI.....: C?= ~.l::.S''"i, :;: _,:C).L 3C''..::''.,'G CCCES ;:;=:C:'...,';;;=S A ~'):~!YL..'A rCC"':~~G '",:S:: -"'=':::1 =,:::"'~G CR =COII,\G SEC"i;C,", R::QUI'?EO BY :"CCAL CCCE LC:"'~L ,::J:: GC\'=~"JS Ml~. 3-'1''2- SlJ...3 25<1'0 ?,S;, CC"tCREIE. 6 X 5. ~~ X ~O '-,v=~JEDN~R~ ~.I=SH DR FI6E,~ ~lESM CC::SCREi:: VAPOR 3A.Q,R'E::l L;~DER. C::"'CR::~ SLAB DETAiLS ADDRESSING EKOSIO~J SIDE WALL POST TO PLATE TO CONCRETE DETAIL '.J.~ ROIVLCC<: "'-NCrCR l' X 2' PCA,,, TO C::~CR::,E Wl~}1 ~:4- X 2.t'2- CCNCRSS A....Ci-'O,RS WIp.,JN 0" 0= DCH SiDE OF EACH POS~ AND 24' O,C, MAX. rfT/~ !i I!/~ ~ - - -~ \oj, ,.~', j / Z-x 2-, 2- x3- 0,=<2- x4. SEE TABLES 5116'0 GAl'lA....Z:::DALL THREJoD' OR ,HREADALL' E~ISEOOED IN CO~C,"ETE, OR FASENED 70 CONCRETE I'/!TH Ar'PHOVED CO,'-iCRETE A.NCHCR AT 24' O,C, f-IAX. A....D WITHIN 6' OF EACH UPRIGHT OR APPROVED A.L TE,"<.NATE 1:4' X 6" RA\VL TAPPER THROLGH " X 2' A.... 0 ::lOWLOCK ISTO FiRS7 COUPS:: OF "HICKS ~~ ~-- . =;r ~~- :dI A.L~,l.~I~,{....,I-.A F~~-.-'= SC,=\E=N ',",;ALL ,. X 2' EXTRUS:O'" .=== ::2~ 2:: < ' >~ ,,118' MS I'" CONCRETE 6 4' (NOMI~Al) PATIO CONCRETE SJ.3 WliH 5 X 6. iO X 10 'N'ELDED \.y1~= MESH OR FiB::R MESH CO...C;ETE f-- , ~ ----l ?; ~__:L.._ ~~-::.- . a, --- BRiCK ,,-'i::E\YALL TYPE S YCRTAR R::':;UiREO oCR LeA:: 3E..;.q!l'.G 8:=tC,~ 'l'iALL .MIN, 3-1 '2' SU>8 2500 PSI CONC, Sx",r'Cx,C W W,I~, OR FiB::R MESH VAPOR BARR'.E.R UNDER CO"<ORETE I') ~o '?AP.S OR (2)"'fj BAPS WI~.'--i j' CO'/E" ::-;,?'C.A.L) HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL ALTERNATE CONNECTIO'-i OF SCREENED ENCLOSL;RE FOR BRICK O::l OTHE::l ~ON, STRUCTURAL KNEE WALL l' \VIDE x 0,053' STRA.? AT EACH POST FROM POST TO Foon"'G WITH (2) #10 x 314' S,M,S, STRAP TO POST "'-NO 1'11/4" X 1-3/4' TAPeDI'< TO SlAB OR FOOTiNG ---c'8'MIN,,~ BRICK Kr---JEEWALL AND FOUNDATION FOR SCREEN WALL(S) OF ,,I' '" /- I ~ -, I~ 1 N '" u_, A = 0,24 I,',' WT 2 0,28 pU. ~.x:: 0.14 In,' Sx=O~8ir'1,J 6053. T6 /-- 3" -,I' i I ;?,~ v-' ~ :;j ( J N L_~ _, A = 0,1;4 "'.' WT 2 0,73 pH. Ix = 0,39 in, S.-: :: 0,50 Inl 6063, T6 - 2. -+ 1" X 2. X 0,044" OPEN BACK SECTION 3. X 2. X 0.050" PAT:O SECTION A = 0,7"1 ,;1.' .,......-~...:: ; ; :. A. = C,j2 1.1,) Wi = 037 pJf. :.x ;: C 18 i,""t N Sx;: 024 in.' 6063 . T6 2. X 2" X 0.032. PATIO SECTION A = 0,36 I.'.' /-- 2" ~ '" ------l' -"" ;. '-< ~ -; :.: ! ... ~ WT=041pl,1 ... = C' ,"i\ . N Sx;: J25 i:1.1 5063. ";"6 /-- 2. -~ 2" X 2" X C,036" PAT:O SECTiON A = 0.42 ,.,.t ..,~~-<:",-.:."., ? ~'--,,<:: ; :. :; :: W"T ~ 0,49 P 11 :x = C ,23 ,/\, , N $x ;: 031 i.,.J 5C53 . To - 2. -.' 2' X 2" X 0.044" P,:\TiO SECTiON A = 0,50 in': ?=<:"'--~, ,. '~ ~ ::. -; , .,. ""~ -~ 2. X 2" X 0.055" PATIO SECTiON 5:63, -6 ,----- 2. --;' .., ...-:....., ;?"- -=:: :: :: ~ ... ; i ~I M I ---~.~-~ \'IT = 0,57 pl.f l.x :: C,28 .n. . N Sx ;: 0,37 in.s A = Oe;.l I,' , WT = 0.74 pU. Lx = C.TS In.' Sx = 0.70 In,' 2" X 3" X 0,050' PA no SECTION 6063. T6 /- 2. --/ 7~q..-"", -- ..., ... ~ I ::: i I 1 ~ -, A=07SI",.' WT = 0,86 pi!. Ix = ',53 in~ Sx = 1,07 in.' 6063, T6 2" X 4" X 0.050" PATIO SECTION 1---- 3- --,,' ..,~~....~'''' -;:::.-' '-'::::f ',-',T = 082 p:f . lx:: 0,48 In N Sx = 058 I',' ry = Q,n ,n~ Sy=OS'I:nJ r- 2'" ~-' 3" X 2. X 0.070" PATIO SECTiON 6053. '75 -P""~ i :., ; --=--~-::...; A = 0,47 ;n,' on = CS4 p,:,~. :.:: =0 55 ,n4 Sx = 051 i:'1.J 6063 - i6 2. X 3" X 0,050. TILT SECTiON ___ 2' -c" ~~ I I i I j j ~ I ! , , -, 2" x 4" X 0.050' TILT SECTION ~-r7~-~ ~ j c , , I I :. ! .C3S I A , ~-~--'"-----"; ___ 2" -~ A = 0,57 ,n.' IVT = 0,55 pH, lx=t.14ln~ $x = 0 81 i,.' 6053, T6 A = 0,72 ,,' wr = 0,83 pU. Lx = ~ ,;4 If'L Sx=1,~9:n,J 6053 ' i6 2" X 4" X 0,038" X 0.100" SELF MATING BEAM ~~~. j ; I J I l 0 CSS' I ~ I I LJo · ~ ---.j~' i ! I I ~2"-;; A=~.~'!n.J 'NT = 1.27 pH, ix = 6,09 in~ Sx=2501" 6053. T6 2' X 6" X 0.055" X 0.120" SELF MATING BEAM rr~f, 1 I I I 1 .( 0,055' I I .' I I , ' I ,\ I ~-~-~ 2' -/ A"28,n.' WT = 1.47 pH, ~ '~ = 9 02 In Sx = 3~O 11i,J &Y33 . T6 2" X 7" X 0.055" X 0,120" SELF MATING BEAM ~~~.,..;-~ l . 'i . .. N N C ! i J i I ! ~ i I I I ~,072' I I ~~-!-""'v---" r-- 2'" ----r. A = ~,:6 :rLJ -,VT = 2,14 ;::J,t,f. 'x = ~6,80 ,n Sx = 5,6,:] in.J eve3 . T6 2. X 8" X 0.072. X 0.224" SelF MATiNG BEAM ~~~~~ ~ s ~..""" I ' I ~ I :;; I I I I I c, I ./---OG7? I I I I I ~ I ! ~..~~~ ___ 2" -/ A = 2,01 in.' IYT=2JOp'i b:: = 22,33 ir,. Sx = 6,70 in,' 6-."'53 ' "6 2" X 9" X 0.072. X 0224" SELF MATING BEAM rrrl-i I ' I : I ! I I /--0 ,C 7'-- . !.. ~, ~ ~~~ - . ....- 2" ,-.' A. 2,37 in.' wr = 2,/2 p.!.1. tx = 26,8.3 in: Sx = 7,98 :n,J 6-."\63, T6 2" X 9" X 0,082" X 0.310" SELF MATING BEAM ,lo.,C7E :JilTCH WiTH (1l;;.a S;...,E::T ~cTA.L S-:r-.~=NS AT 24' O~ CE~TER iOP AND BOTTC~ p q: , / ,; j= =j: , 1 , ~-k -~~=-_~~' T \: ( -j -<:- ~ =l: ; ~ 'L .J: #12 x 3.'4" S}~,S (TE.<)@ 24" 0,::: TO? AND 30nc>,\ (TY?:C-"l.) 2" x DE?TM S,~,3. 5s:....'.~(S) Self: p~~ CARR'E" 3::AM 7AEcES #'2 x 0.4' S ~~ S, (TE<)@ 24" 0 C 57 AGG~,~EJ T::;? A..I\.iD 3017C1A 2' x 4' S.~,3, 3EA.~~S) 7C? OR TC? OR 30TTO~ (AS CO~CIr:O~ WA.:;:,,,",,,"TS) S2::: p~" CARR.:~" 3E.-I-..Y ,. A3cES DOUBLE-BEAM FASTENING DETAiL /1"/ "-~F 1 1 1 1-'2 /' T1 j l T2 __ L-_.... T1 -/ I f-ol.~ I l _1__, Section Alloy ~- 'N -~ Gur.e' Edge GUTTER EXTRUSION (GE) ~j-' l- .' I {- 004'" N (' . ~~~ J-'-c "c-2"--' II = 0,53 in.' WT = 0,61 pJ.f. ~=O..J'in~ Sx = 0,41 in.' 6063 .. T6 2" X 2" X 0.041. SNAP EXTRUSiON A = 059 In,' r~l--: l~~__._ ~2"-~ -NT = 0,08 ~.J.f, :x=oa~ l.", :Ox = 0,69 in.' 6063. i5 2" X 3" X 0.045" SNf..P EXTRUSION A = 0,68 '0.' r~""':O>':;' I """. i . [<~ ' ~~<:.-_::.".. ___ 2' --+ \\7 = O. 78 ~,U . :x = ~53 ;" Sx::: 1.06 in,J 6063-15 2" X 4" X 0.045" SNAP EXTRUSiON ~~~ -~ o "" :;:; 0072' :i 'r.-.~~ o_~ .----- 2" - '" A = 1 22 ".' .,llT :: 1,~2 p.l.f, ~ Ix = 7,02 in.' Sx = 3CS in.' 6063 - T6 2" X 6. X 0.OG2" SNAP EXTRUSION r~~ i /' 0072" J ~ I', l ,i ~~~-1 I I I- 2" --/ A = 1,45 in.' IYT = 1,66 p,LL ~ :x = 10.14 in.' Sx = 3,83 in.' 6CSJ - 10 2" X r X 0.062" SNAP EXTRUSION -! < :) Z IJ) < c.: :z :J ..", Uf- (5 ~ :J IJ) c::W< f- 0 f-- IJ) IJ) LL W W C 2 a: a: < :J Z c:: t; C u.. :J f= 2 a: C :J f- L;. z IJ) if. 2 :z :J :J <: z 2 :) .-J < CF -- .,...; Table 1.1: I I p"XT'XO""V32" ~~""x~j!6" j1"XL'X 0 04" ;~~~xyr x O.0~" -:XJ-X:-:'50" :~~~~i).~S)d HOlloH Sectlons Seif.',~atlng Sec~lons -~-~~~"'''O:' :.; J;.. x V.'..j...~ X .v. ,,,,1 :-L"X5""XIr-~~(fT2~ ' iL'X7" x 0.055" x Y'20' :-~x-srrx-;~--:-:iZ"""X~ LS Allowable Spans For Primary Screen Roof Members Aluminum Alloy S053 T-6 For ar~as with wind loads less than 140 M.P.H. and La(ltud~s below LaLtude 30. North ~::--.-::-~c , ' " -. ,;;;.'J " ~ ., ':; -".) ':-.:; ~ Loa.j "'/IGtn ~lr-;--2"ea-m-Spaclrg 1 ir-~u~: ~ 5'""Zi-~e~-n~-.a~~::jl ~-- Ailo'8a:.J~e Sca~ HL" i 2: -r..,...,...,.......~..--,-~---,.........---.-..--.,-..-...-,-.........--< ~ ~ -/ Ii.,) . I I .:. 'eJ.' 1 . _~ . "..) : ' I.: ! '0 .... ! : :; -..... : .:~'-4 i~ i 3~~ I 27-~O' I ~ : 2~.~ ! ~ : ~~'-':' i 3e'-~~ 2-4.':C 2~.;:' 2;'.5" 27-- ':':;.~;' I :;~::-:~~~'::.' ~~~.;:;-:. .;:~ ;-2 x 9" x 0.072' x ~~4' .'..... I :;::.:.c ~C'.I~ (~-X--~Yj"B~w~~~--~~~~ 12' x 2" x J.~1 ~ x 3" x J.04S-rr- ~:. -3 ~',.4 u _ co .? I ~~.~ 4:;.' i 4n~.3';:!,~ I -------.-------- ~:~~~~~~~~r-;- ~ . ....':t. >-4' x ..1" x O.o-4~ iX-;-X-~'bL~ 2" x i" x J'~;2 1 '.: .~ '.:,:~ ~ 2. S ,'.... I .....--i ...~ i 2':'.~ ~~~;-:~) I .= :) .: , :; ,) 2,; . i :;~:; , ^ ....:: ., j,~~" 22.; :+ :=a,~ 5:;::'"""; _ A' ,.... - ....... E-xa:Tlple: ',l2.:('r-:""..:~'L" 'er 3 2" x ~ x '0; :~4" x 'J ' 2" s~,~.\~,c:::'; 3e3:--, = "':e,"OC a: S~ cf ~a:)ieS ,5 &!::;....E:~ =23.1' l $=2,"'5 fC,~ :::a: bea~ s~;,~s ;":;:'.e 5:a,""5 "::0 ~:t ::'::~:;e eo"';:"', s' (,;"'-='2 :"3:'2: ;..::: -:~<::"':a' e.....,;:,..., ,:;f :':Tee :,'3:2~: a::..e P'",;,"t';,: spac:""; s~ai! :-::;l e\,:eec: i".:" F:;' :e2:~ s:a"'s;'ea:-:'" '.:--a:: ~C'.c." tt'e t.ear.; a: ~t"'e :e~',er :':..~':' a....,:1 :;,""~ ::>..:~11,'1 ;,:y ea:.'; ',,:, .,:,-' t. e2:.:.:, s':e :J ::-2 c=:-:e~ :'''';:''''"r". sra!: r":--::uce :a:e~3! Dra~.r,~ as S;"'2."i', I~ C2-:a.,: \~5'.,:" s:a'"','i,:,"" :.;~. :'_r',,~ :"'e--?:: a:eral :;ra:,r9 ,~'c~e : -- ~. - ;:);;1, . '" ::: c c..e:-:e' :JIJ;,,"':,,"\ 3:id l:: :;'-,;,~:ns eac,~ $!je of :e,i:er ;' S re::-,~-=:-:-=: '-3: :,-c -:::'1'; "'-=e:~ ~,e: ,:::-,s_:e: ::'~, ='"". S:,.~2- -=1c;:S:"';7~ :"'~at s::a,'"';5 ,7c;'e ::-3"'. 3-: 253 ........,..........,.;'7': '-e ..;:;; ;,~: '",5e: '::..'r s:;ee~ e:"': :s...:~-=s ::..e' 55 -,~'~ 5::311:.e '::::-e se'.......at;...~ S2:':'" s:-a ~; '-a,'" ''''e ::e;- se:~':"'"; Table 1,2: Allowable Spans For Secondary Screen Roof Members Aluminum Alloy 6063 T-6 For areas wlth wind loads less than 140 M.P.H. and LatJtudes below Latitude 30. North Sections FaS1ened To Beams With Clips Holl08 Sections r-- ! I ! ri" x 2" x 0 O~2" i~X2"X-;).~:6 I :~~Tr.D 1 2iWXIT:U5-S i 2 "'X'J"XO 0 5 0 ' :~-2~'-x~"-xT)5C ' I I Snap Sections I I-YXL~U:Nl" 2' x 3' x 0 O~5~ ii~4-,r-. O.J ~ 5" iT-O' I Loaa WloL~ Vl"="PU"i'1Ii1Spaclng I 4'-0" I 4'-b~5""~~r~~~T_u~ AIiaHaDle Span L' i ;;...,.,j~~;-" 9.i 3 .; I 8.' '! 9.: I 8':~l ':.:: '2._ .. - :u.': '0-4 I ~-"." . :4-2 ;j.j-!17"O 11-:uj11T1~~Cj1~ i9.6' 18'.j'" 1 17.3" '6.4" i '5'11 14." I i3'.~O" ! 24'.2 ~.;. ~3 20.2 ~9-3 I ',c'-5J1~ i . Loa.. d WldtrlYJ" = Purlln SpaCing I :-Y~~co~r-?~;SY'--In" I S -O~Vj , AllowaDle spa;l'1." I ~~-'I' I 13'.i', I i.).2 ~2.6 11,"1 I ~'-, I iG.71 ~S.J ~ I ... .~... I '4.1:) ~:.3 ~' , ~ j"""---'I Ce....; Table 1.3: Hollow Sections 2" x 2 x a:~J"2:: (YXTX@j'B i2~~~ i2""XY'x'lru53 " i 2" x j"'XUOS5 ~"X'dXo~ ' Allowable Spans For Primary Screen Wall Members (Post I Upright Height) Aluminum Alloy 6063 T ~ I Load \\"Pth = UprJght Spacing J 1-~~~5'-I)".-L.::.()~-"-f8'-O" I 9'-1)" I r: A cwa Ie rielgnt ~ i ~~i'( I 6,10 I 6.2~5.;' I ~-4 i ~.1 I I -~;:TrI, .~. , o~3~~~:'-~~'-.) : 1- g.i~ I 3."2:-j1.; i ~:~' -' ~ ! '; C . i 'I 'j .:) 6 -~ ! 1.8 1 ..::. :.- -~ 5-3 i4.' r 11-' i3 -0 i2,' .....---.--,.-- -::.... I ~.~ " ':'.3 i.2.ii ,iY:, .(". ;j..'-' . (" _.:.. l:J " ' ;.: .\.. ',:.\ ';'-.. ~4~ 1J,~" ,- I I Se!f "'ating Sections I ~' x 4" x O. 038" x 0,1 00': :rxe'XO\f50~'lLO 'YX7"Xa:o-S~20" '2"X8"'Xu.vTI'X"'a:-224" ,Y"i9'XOUi1"X0214 ' r~~~~~Jb" L.. lQap W,Pth = lJprlght Spacing : 3':D" 4 -0" I 5',,)" ! 6'-1)" i 7 ")~8'-J r- Allowable Height '1-1" ,3-6 I i6~,11' I 15-2~n":Cr-j'2-3 28-10 I L~-C I 2T-4 i 2Y~ I "0-1: 33-0 I 2~O:/12T4 I ,,".( !2~ I 2S..3~r: i 29.'. ! 2.,-;: ~S.~ ~I~~'T"T:M-r ~:_.4 ~.~"".7--r-~,,) ,'2 ,~.: --:-~'-TJ3 , -~ ~G -3 .2: - ~ ~ .::.:..:; ~ '... . i . Snap Sections 3'-0" Loaa ,~=uPrlgnt Spacie,g 4'-O~-r;:j' 6'-O"! 7'-0" I 8'-0" Allo'8able Me!gr;t 'H' ;.~~ ,3.i~ ,5-i I i-':l ,-6 ~---------~- Loa~llottl~= 3e~r;-~----~ Sna;) Seotio1s r-n~J":.o~~o-~Y-O~':C~-j.:j'i AJiowaole Span' L' i ,..~ = ...... Scstions Fasteneo Through Beam l-lie:;s into Sere',,", Bosses Heile'N Sec~ons 7 -,) , I iJ-J" ,-oac /,Ic.:n 'lv :::: PWriln Spacln3 ~ -0 ~'":?1,-:.o1-5~~6 -0 ' Aliowa D:e Spa n 'L' ':~.8 1~.~' I '.C.o' 9-1~ '-:'i ~. ~ i.J 2" x 2 x 0.041" :2"73' x 0.C~5" 2" x 4" x 0 O~5" rzX-6 ' x 0.C52' ,2'~~62 ' ~. . .", '-",',"" ~ ' ..s ~ ,J -5 9.; , I "L'" ~ 1 5.~ " .:.. ~ ' ~ ' -3 i I I I i hrrx-"~24~" Snap Sec~ons L -~ '2~ .2 I . C. 7 . '2.2~.r ~ C ..2 1 ~ " ~ 9'.5 ~ C .j .,":: ,-',' ,"'-..... ~ 2.' ~ ~ . -:.' '":: .... '-, Li' .;: .5 i', .9 ;":-':1 ~ ~ . i 0 : 2 -' C' ',;. ',3.3 '0-3 ; 2 .5 i 7'.5 11 -3 ' ,5 -5 . j - 'I i 1 L ,', ~ 6 -8 2,:-, i 9'. i ' ::- . 24 -3 ~;~.~ .::.',.... ' L4':" '::"...'-'J 1 22." ;: ~, 3-: ~ . I\-~ax'r-::ljm C:-31r rai; s:ac"....; S i'. C" c C Thws ....,:h C;',3:t -;,1 ~ ,2'. S' '.~e 'Tax rr':.,.:T, s2:':!"',e'~-: ,v~~rcu~ a::i:'o~a: ::-,2;r" ~a' s 9'. 6" Sc~e~:"': ::a~el ',y'oj:h "\V" = 4'~O" Us"!,,,;; sc'een S3re~..,.n:::: "\V" se e-:: J::~::,....t e"";~"'1 '~" ~t~2.X:~'..;:l "~" :Dr a 2"' x 4" X 8 C33" x : 1CC Se.: \1a:-:; Sear: = r1 ci '~.:.=J ,,". IV :; ~ -' C .i.'.) .J ',-3 25', i ~ IT".( i 21 '..Q Load ,V,Ot.1 ''Vy'' = Purlln SpaCing 4'-~~5'-O" I 5 -6 ' I S'-V' Allcwaole ::::pan r--- -; ~ .; I' 3 - ~ i" , 3 .4 ~ '. .' 0 23.' ::' .::::: .~ I)'")' 7 -D ' ~ 5 .8 ',5.7 '2.S Us:,'"'; sc'ee:"', :a!"e e",;:~ 'ro,. "ll' 5ee-:t :~.'C-il;;: r:).' S::;2ol '.'...:1 :~~:!"" '...se :..;:::r-, s:a:ir'g Example: i~ ::>...:~;:i 5:a.:....~ = ~'.-:" A,':,..a:!e ,,,..t. ';:i ::......,r-; ::.. x ~" x :J C5C" :::;::"'_5,8''1 ~7.7J Examp'e: .",.,.-....:--r---O ;j -<J ! l' -' . ~ , ',6.,3- :~, ,,4~ L7;.:1 ' 2';: .2 9 ' -0" 5., I ~ : . i I ~ :' ~-3' 10 " 2:.:~ _.J <: ::J (j) Z '...j <: ,." :2 ~ z G ~ U) ;::;:; w LL f-- 0 '"" ,,? (j) <: w w i- :2 c:: <:::JZ F;:: tJ 0 - ::J f= :2 a: () ::J l- W Z (j) (j) :2 :2 ::J ::J Z <: :2 ::J -.l <: OF Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing Table 1.4: Allowable Spans For Secondary Screen Wall Members Aluminum Alloy 6063 T-6 Table 1.6: Table 1,8: Allowable Spans For Primary Screen Roof Members Aluminum Alloy 6063 T-6 For areas of 140 '~.P H, wind loads and ar... nonh of the latitud. of JO' (Jac.j,.s.onviH{!, F1onda) t~at are subject to ice on the screen and a wind lo.d, Sect!O:iS As Horlzor,~ls Fas:ened To POS'"LS \\'l'.h C:ipS i Load Wlcth I-Eria~5~~vrlnJ--~~LIO' \ ~ilc......-'aDie Le:'1g'.r, "y:r- ;-Se.1m Si:e . MlrHmum ,"'urr,oer of Screws ==8 1 ',II" :;10 x'7;" ;;12 x 'j,~ UprIght S i~. ",. x )' 2" 1 J" 2" 1 J' 2" 1 ." ~'o~e s ."~, i.';..I".,.J i i I I iiX: x C,ljJ2" _.~, i ....J:.) ; 2" 1 4" r---: "X""b LO.d ,V,de'1 = 'W" 5'-0' I 6'.0' I 7 -0' Ailowau\e Span 'L" 6'. 7" ~"'I i" 5-"S" HOi!C'."-f Sections ~,:.' ::; ;>_. I I 9~ i3-rz~ 4 -C' S~ Ho:iO..... Sections I I ~~~~I 3.~', :~-~~ oJ - -J 6 I 4.' "-1 .. '.".:i '_~:J .'...' \ I':; c.-=~-:-,:~ ~ ~ .2p 2" J S" 2" 1 2' ~ O.C32" - . . - 8.~' g., O' -a"'. a, ~3:: b I '!:--~'~-"i '.:. ' 2 -~-""'---"'~':'l\"-"'" : .:: 1." 1. '",..'.;.0 , . /./ 2' x ~" " . ~' ! ~ ,.. I 2" :x 2" x; 00:,5" S .2" r00~-;-:' , I ~ ~ : ., .4 . 1- 2" x 3' -:.1 c- '5.J- 5'.', C" n' X 2 x 0.0;..:" ~-S~I S .'1' lLXLX J,c.55..,----'!~-~ ,iX-j~Q-~ :,~ ',~ ~~~:;-;v~ "11-5 'It., :---Sr,ap :'ec~oos ;; ., ';).-: 2" x b 2" 1: 6 ,. Z" 1. ::" 1. 08~" 6.J' 5.', '," S'. /" 3~ .S" , . 0- ~~"':~,~ , f.:; ',t, .5-:-- ': -6 ' ,.~..2 6.','~ ~ .: ,:,.~ 2.' <..I C -~ I " ~ :;--~;~~~I :" :t. ~" 1 C.;)~S" ~r7~:~ :" x ,:' x C~'50" 2" x 9'. , ~ I ..:: -....; . 1 I -J .j./. ~~7"-~;~~:--'::;----;-:-:;-! Alio'....acie lengt,~ ...?;,...,.~---! '4 ~' li.,r, rll..!CTi L....:S'"..Jilce .1!10 ~p,;c,~'g o~s--; E~';e 70 Se~.tei :~n:er 70 Cer:te-r ~: .1C"'-: :2'1 . ;; .) Screw S,:e ~ ---.---~---.--.... ': -: :; '.; ;. --: LoaolVlot." = \o.i' ',~~. " 'I~~'; -..._......---,..-~ .:. .1..::. x...' v'" I " .:: "" ~'~~~i Seif..J....a~ns Se-c:Jons 5 .,J' 6-0' j'.,J" /;.,1:o'~atJ,e ~L ~",' ~j-4 i'::'-:~ J'..(," . -0' 2,3" ~.: . Ses~ior,s:"'s ~,:)r:z,~nt.ars Fas:eried ic Pos-s '7"l:rough Side Into Screw Bcss.es ~-0ad 'Nio',~ 4,5:; i~'J' 5.S-~Y ;";,:,..,aJJe ;__e:lgt:1 ~l.j" i 2- ;; ~ 2 i i...s ::.' C" 2" 1 '" 1 0.030" x 0,100' l 6' 1 J,~S,J'" l 0.':0- 2'1;" O,OS~":r.O,~20" ~.. x S'" x 0,072" I 0,224- ~ x," x 0,07:" I C.::4- 2" 1 S" 1 0..:82" 1 C206- . e'. ~ c ',5."' l TWi '"'7" -: .... ,,-" ';"'\..' :4. '1 27. 7 2'., ',~-; '5'.3 '1'5.'," c.00 ; J, 5~"-~5,j . <: ::J Z (j) < 2 :2 :::J Z t) 0 ::J 'Y' 1-'01 :cw Se c:ior:s ;:;.e;~~ ':; ea:.~, 5;:;e :: :;'~ c~,',r,e:;lc;-, :' :",e :--ea-, 2,",::: ~::::":;~: 2'...,e 1 22-6' ! 2C-'~ ',: ..c } 1 . ~~. '5.": :}., -I ~5 ..,4' :: -: 2:.' C 4 C'- ~ C ~ ~ . I .. ,.-6 i-rx:-~32' - ",,-.r- ...,..,.-~-.. ~ 1 i. x..;. X ...',V.'':: ':i-J S-:>:e, .- , ". - ..,.' -:-'. ......, "''-,.'''' ~~'-:" 2: -e ;' . i" ,.,.-------....'.. .-------...--~ ;:0 -;;;. . c, , :. .,; I '...se '~;, a: ':'...~ C~'..al; f,:;~ :- ;... 5- :~;:r."', :-:: :::~ x 3~...::;::;~: COC',",e-::IO:-' C' ,:- ' oS. :c 2~ x 3~ :,,",:,'. a::'...~.; ':.~ :d"":.ai ':,; ::,",..--e:"'J;-:~ -:~ :,~a:;'i iC ::~a~, S;) ,::e s:,:e a"':: "':..n::e~ :;' 'a~:e:,e-""S ,s :-er s,lce ;:.e. e:l': :/ SD ::e "'::,":,' '2.2" 3 ~ '. ' " .:. 5.3- 3 ('.:- ~..-:- .;,:-'.,'.... ......-,,----. --:; 1 -~~2 ' Y: O.c.~ .--....,...--....'T.~ _~- , ... x '- x...;, '..':::> ~:~~~J;,; -~' x :.:S~ : .:: :- -2 ;. -' " ','" . - - -: -: L ca c ~ICt'1 = 1\" S'-.J" 6''';'' 7'..fJ" - "~-~-~,-~;:-.~--;-::-::;- ~~~:--i ~~ ,..... I 8": S~ap Sec:ior,s ~'-O .' """ . .... . ~ ----:---------r-:--:-- -- ".:; , ,-'''; -- U') ~ W ~ 0 r./) (/) <:: WWf- ~ C!:: ::J $ ~ u u.. ::J ~ cr.: ::J I- Z if) ~ ~ ::J :J ......I Z < ~ :J ......I < . ~, . ... :;...,., Wl!r,ii":H..'m Size Sc:--?en Enclosure Knee Braces And Anchoring Rec;uired Aluminwr:1 E:~;~ r...; AI!-0....b'. ,can 'L Table 1.7: " :;., ,_ .;0. -0 C~ ;:. '-' ~ ~. I '2 -:: ~ 1:" 1 C.:~"" -= -; ;"',iC82:J',e I_e!"',g',;, \\' .:::::i a;J .::: e -::i (.';':5 '-:~~~:,':'~i~~-':--:' 'c .: 2" x 0.0"5" , : .3 , ,.. .' ~ ::-.... -0 ..: X 4' I C;':'5" 2" x 6" x 0.~~':" .--..... ':- -..:. ,/-C- Srace :..e;-::;'....-. t..:"1c....,orlfig .;;;yS',el~ 1:.J: ~:,"'s. 0;'\ " s .:' ';'." 2', ---,' .\'...'"'; ..':-' ".;. -~ :; 2. S" '.,-~ ~ax :-"...- .'.:=. x:: 1... ....:..:. .:. -..........a:i;e ....:";;- ',';; ;:.c x .2 =.,':".....-, ~,:,..I::' L ---""'-'0 ",,"',e, /'w'lt:"" ,~) ;;~'" x ',.2 ::,.-'....,:-, ~;_=. , ...,,5'(:,......_."':"" :-",3:~ '.2.:: s:a::"'; N:::"'t':;:..< a::::':;"a":J'~ :::;,"".:a s 9'. 5~ o .;Z'..J" 1 -:..S ,...,......- :" ;,' -; 2': ..5 =:.. I :x 0:;,: 4" 2; .2 .?~ .; .;J -': 1.'..,;,. '~ i 0 J'-O" io 4"';" x 2 1. '... ...::... =cr ~;a"', ~:"R ;.1 :;.e;,'1"; Use s:,--ee,~, par,e' 5:3':>'1; ~.:..- I';s.:",; SC.~:-: ;a..,-e:.....,,:......, se S--:: :"';".""2 e-;',-s X.:. 1... ...:....:. x ~ '.C'::' S ~/,:3 Ove; Sea:-:1 A,r"',C \_)p:ig:'i: ~ :":;( ',/2'"' =a:!" SI,:e ~xamp!e: ~ar;,;:.,e, ~ =ea""'" S:3':.;i;:~~-a=V\"lC:;-, ""/.-)::; S'-:~ '/;'1"~''';,,",:,,,: ~:..- "o::ea:ii '7:l. ~~ X 0 :.4,,' :t.: ~~:,- Se'.'./,a'.,""; 3ea:"":".::; ~:.... - .' ""~ - --.... :: ~':T.::-:a :,~~ a::>-~ ~ '5 ",:;r '\j,..-':-e; ;..-: ,~'':-e ..... ~:',-e-....s :-3: ....":'.:- ~~j ~,IZf:~'...- ..'...~. ,":;,' a:" x 2" x': ;~~' ........,:.... Se-.:~::-, ~s;~:--:-: ...~::-,:: ':5 So~e . ':',:;::ve S:';"'5 :C ,"\:::~ :~c.'~e le"';~!"'l:Jf "r~~ :Jra:e A::: :"')...::o~,:a, ie-'G:~' 0: ~;,'3e ;;,'a:..e ':; a~:;'.e 5;'8:"'5 ':;' :::,a, :e';"7;, s:a;,5 =::. ::'~':_':'e-:: ,/~~ ~"'3:es ~-'=2'~' ....._:;- .:-3- ':':"':2:', ~"':';ee~ =')~ S:~:'';::ca'. :'''';; ,:.,~c :e',31 ;;w~"i:i", 5:2:'''''; ~;-,a:1 :"c'~ e:rce.ec 7'.e. (t.G x '....~:: ::"','c~"ess) ~'J: :eam s::an. ;l'ea'.e' ',~~r"', ~C'.:R ~~,e :'~3--; a: :,-,e cen'e~ C".J~;,., a(';C' or,e ~'..;.1,n le,- eac-~ ",,'':~ C,- eac,; sl.:::e cf :,"'e ce;:<e~ ~,-';':-, s-,a" ,"-" ,-"" a:e'ci'. :,ra:,"'; as S.'",C'"",n In Ce:all'.:e'.::J~ 5:';"', N',i;i ;....;1:..S at ~'. :,- c. c:e:i~ef ::";";Ir, a"": ,:; ;:..:'1,;5 e:a:....., s,ce of cer::e~ ;:uihn ;,€eO :.a',e'a; O~aCl'i; ,'.jete: Tab'e .5: Allo',yabie Spans For CARRIER Beams in a Screen Rocf A!l;r.:I;,i~'r'7l Ailey 5053 '7"-5 \ :"'~,~:..ari ~~ac-'>I'I::~:i ;:~ "J':'~~-:~:-::~~~--C-~~4..)' :3'~~~...:~~.:j~-~~~; ':"":io,~a::ie S;Ja:\ L' it,~ .e:..Y--.'-e~c'e~ :.'";at t~e e;;;';""eer t:,.e :"::"SJI~e:: :J", d~i s::e-e", ,:,""\c:sw:e ~"",a; S~d"S, -:'e :"',3'" :: .:- a": as. a r,"',:,~I,"i'U"':'" :ie i.I;:>ng~: I.:se: 'or s,:'e~r, enc..i:s....es c'oe.' :5,'.:- s~a: :.e '::~,~ se:~':-,3'~; se:;',I:;- s~a: e' Lia,"', :."',e ::>e~~, sect:)- Sinsle Sejf"l,a~;r.9 Seafil$ l.;J~ ;-:-~~ j -:-T'--~, ." "" x4 xC.C'~3'xC,iC.: (~ ~.~.~C7:- Vi ;:; -4-1- ~ .-J C) ;: ~. C.~ c 23 ~ ~ CJe; ::. :5 ~ i.,.J./ v' "'~ I';', -~-:.. 2" X 6' ;r.. 0,:".50:: X O. i2:J" " ' '- - iG~', i 3 -0 !"". 'I"i i ~ O. i ' ",2'.i' ~.; -":1 ,-. . -::: i is.', :' ~~=:";-Z:~t.':~ " 2-.~ ...' .. " -.:: i!.'.- 0.055' X O. '120' O.07~24 O,Oi'-~24" 0.CSL' 1. 0,jC,o ~" X j' 1 2 X 0" X i 2 X S' X .~.. ..........---.--------.,-....-....-- ~ 0':: ':; "':-::; i.;~ '.c.~ "I':;.: i 'i4.~" i '~',jc '1 (.~~;-:~:...::.. ,;-r:J~~~;jL.7~~~.~ ! "IO',P1 i e ...). :-: ..1', :': ." ~ :: 3 .. ~ ,:; '/ irIDL.;:3ry Loaa \\Icth ..14....:;' is'..J' i 2:-0" 1 26'~' i 30--0 I 34'.J'l t ~8'...)' Adcwacie Span L i 110'..0' i 50' ..jj' 541_:/" 42..0' 4S.0' DCL;bie Se!~J~at.ing Seams 2~~2':.',~~9..,~ t.2 .~j~--.;' ,','J~~'.. I 2~. :t O,:;~' ;x: 0,::4 ' : 2' x 9 x C.C7:' 1, 0.2:.1' 12" x 9~m~O jC,5" ." , ~'o it. """:: : .:A-.: 26 -1 'I' 23'. '. "i ~,.,'.."...,.-......,...,..' .-,~ .:: : -:; '::.,.,' - , j ~...'. I ' .:~ .' Y-;-3 "I -(; ~5"4" i 2~2'.'\'" t.~ .~j;'-S ~~-:-r-':~:-~~-::--:~Ei-=~~2-;-::;:7~:"'-~:'T=;i:~"; G ~ .' . . ~ . . I ; I ri 01...';:...3 r:' Lea Q \\ loth :DOl.:c~;f.il~at.:r;g oeams I 1 1 '",i:"'1 2 x 4 5MB added to Top or Bort:m i (Per;::endiculartoWebs) '2'Xd'J:-o.m" x 02:4' p"x~~TI" x 0.224' [2" x 9" x 0.082" x 0 305" "s.:ample: 11 7ntJu!ary Lead VI.e:r, = 30'.0' f.'.3X1r7'um -L" (01 a 2" x 4" x 0044" X 0 i ~:1T'~"'--1S-sr,22'..oILb~0--:;-14"-':Y'13~~2'..() I A",o...aoie'Span'L" I 45 ..0 5Y';~~~i .:.,', i21'.I'j I ~G:-! \ 1.4 .~G:r:1Vj2~i 2S,~~~ ~", -Q~3O:-~J:~'~~:~i~I-:S:iL'; - ~ ~ ~4"141 ~~0i~1:;-..... ';\.,-;: 2~'~01'2~:J'",~ ,:,';'. '1 1 s:r: j 30. i i I 2',.3 I 2i .", I)' ~ -:-.71~-6' j2.'1 '1 5"7."1 " t.8'.3 t 3:-5 SEAL SHEET ~ '2~ Si:l,~:e Self'~.~a~in~ Beam = Above spans do not Ir'.cl'ude ler>glh of kn€e brace. Add horlzontallengt~ of ~,nee ::race 10 aocve spans fOI lo:al beam spans Note: It IS re:o""'^'tr.ced that the engl"eer be con5u~:eo on ar.y orner bea'" I~at spars r;;ore l~an 55' 9 OF Table 1.10: Allowable Spans ForSuper Gutter and Self Mating Beam Screened Enclosure One Side/Solid Roof Other Side; Aluminum Alloy 606J T-5 Seams ;,nd 5" S'Jper Gut:ers i WS'creeii--r<ocTtre a m Spa n I hcr"J~1Y..o~If4"~~-7I,r..)~Gin)i1YZf,..-Ji : iITS'OTidKOOT'bi,am Span i~o-~I-!)':U~r--O" I 5'..)~~-Z)~""-' i 1:r:rfTr~":J11l"?;~11-4 ! '0..11 . 10:;1 ! 5 ~. i j 4 -0 i T?:::----fj-:;-;~~-;":_~;-~:- i ~':'~c:;~rT:-rl~ / .J ? ..~ . ~ - 1 ~J.--;-- 2~'-,~-:;-:r--~j:~c-~', ~~';-:~...~ i i2""X~5C"7n-:!O" -~.. x 7' x O,O,:;~~O~ -~xs......--o.OnxY~2~ ' --:rrx-~~-S~wi:"XTI :4" '~X9" x O.S82" x O.:cgrr 'S. ---~ ::D" :::'-6- 2: ..3 ~. ~ .' " ':.., 2: '-6 N8:.e: t .~~:;,: ': ;:;,,"'e, :s;-ea:e:.r 0,' ess t,~ai', ',':'.:" ~"en ,~e ',,'2 ::--e 0:;::; 83r::e :::tee," -::' ::-=3~ 3':3,""; 5."', a:: :-:~ J=;'.S:"!C:/ :.-:e '2:::(:;f ...:- 2 x ;/2 ;t~e sc.,c'cor p3....e! s~a...: ;";ere"':e :e~.',ee'" :'"'e 2c:'..;a. a,"';: :C'.C'" ~:--e a':,:L.:~t.J;",e~::o :~,e a~Jc:''''d:':C scree...., i:)cf ;::ar.e: .Ao"I::~ ~s 3:):::I,e: as 3 ;;' :..:5 :......e s,::; j rcot p~"'e: s a~;t~ :....ai1 . G'.O" and rr.lro;..S f ~r,e SO(IC r:)of panei is sma:le~ ~~an ~:'.(r ,=:;r S:::an cf "L- Sf 3ea~ ~...:se S:reen ,::arell/jl:t~ ."'/t' =~:':'T: ::-a,o.;lr,,; '-.::a:; 5;3:1 = ~,::: cf 3ce:e:'" 3ear." Ler;~~,. ~'2 ,:;~ SC!''J ?oc. S;:~r; Example: ~4'_:'~ ::SG~ee~ ,::;,xf Sear: S:a.~: 2 = :::-:.. 'S"-:::- (Soi'd Q,:x;-i F?"'1Qi S::.3r-,'! ?:.: ,c:,....;:~ -::':':~ 2":x: 6~ :( C 05\.,M , ') ~2~~ Se,t l.,Azt r,g 3e301 3i,':! ". .:::~;r G.J::er lt~a;(Ir.:~r:l 3'::3:1 = -:....e s:::i:~ reef ;..3:",ei 'N"J"t:i:5 ~2'-:" "':""....e a,::'....a::::'~ sc~e~n '':0.1 :::ai'e1N'C~r~ ,I'ti::.e (+) {2 x ~ '~~2' - ~:;":) = .. 2' ,;2.;0 J "':"'0 see:~ :r,e ~e':'jire'::: SJ:e~ ~i...':ter arj :eam add 2' ... 1'2 ::-:e s::~ee:'i-ccf !:.ea~ ~::a:""t a,"':d ~ea:J tte S,-,::€:' ;:;~'~er an~ ::ea'1: arC.\'2t:::e beam s:ar,s ,'"1 :~at CD,'u,";":n ,lIe if :..-e sc~ee:1 ro-:;f :,eam s:::an ;s :,6'.C'~ :;c:"; en:er :;,e ....;c:e :~Q';1 ~~.e ~c: u::cer ',:"e :::::::I'Jr7"in Iteace:: ::y {"2 x ,::S'j - 2'/ = 2:'.::w ~ Table 1..10: Allowable Spans ForSuperGutterand Self Mating Beam Screened Enclosure One Side/Solid Roof Other Side; Ai umi num Alloy S063 T-<; I 112S-creen'ROO~rn Span I floT~'I1Y-O' I 14'..0" ! 16-0" I ;~i2lf~~~n-l I 112SOil3"KOOT~~ I ~"-!T~~..J~~'O 5 ~~~I5"'-Zi"i ~2Xb~X-O:OSO xO.120 ~3"'-f1n7J'~2! ~1..;' 11-4 I 1G"1~~T1:)":7! 2" xl' ;( 0,055" x G,120" ~5..i' ; :4.'j ~:--:-n-~ ~~'.11 I '2.6 17i--: :2"x8"x_O.a72"xo~ ~'~.~,. ~ il-,j 0'0 I ',o.j ~-r:i: '~~'"X-~.6r~Ttxlur4-'r--~T.~-Ti:-.I= -:; ~r:1~"F~~~,,--i '--~"X9~[""6b~:T~-.m1"T---~~-~:J~""'-----=-:;_:~T-~-~~:a . ,,,_.. :~. ' SeamsAnd 5" Super GJtters Note: f ;"'e 5::':: :,:;,"'e ':, ;~eater O. :ess :,"',a1 '; J .J". ~~e:", :r,e ~,'2 ~;--,e ai:Owacie SC;~e1 r2cf ::ea,"", S;:-Qr, ::.:13,1 be 3::'...:ste::::1 ',i'3 'a,:',:'-~ cf .'.2 x ~.::: (:re S;')".:: 'GJf ;;a...e! s;::aii o:re'e:',ce :e~^ee" :~e 2';':'~'3, dr,:: 'C'.O"j ~re aJ.~s:.-re:--,: ~: ~re a::CNac,e sc-een :ccf ;-ar,el ....'c:h :s acpi;ec as a ~I,.S f :.':e S:,':j ::ot ~~re!s larger tran '1 C1'.D~ ar~o mln'..JS If the SO!le reof ,::ar,el ,s smaHer tr,an j C'-':" =:;r Sc,a",: of ":..' C~ ~~am i.,.;se Sc;een Par,ei V""IC~'"1 "',V' F':n, S~a^,':"g L:aJ S~,a1 = ~2 ::f Sc,"eer Seam :"eng~h . 1/2 cf SQjla ;;':>c,f S;an Example: ~':'"O" :S:~ee-l"', ~'JCf =ear;i S~31) '2 = :2'..c" .(.'.2'" ,:S811'"' ;::::('~ :::a",,.,,J SC":'lf) 2:-:: 5'--:~ ,=')' 2" ,( s~ x C ,]s:r ;t C,I ,2: Se:~ Va:;,,:g 3ea:-r'! an:: 4'. S..:J€. C.;::-=~ ',~2X,~'..;:i", '3C2;n = ~~1 -"e sc-!:c --cof :a;-ei....:c:h ,:,", .2'.0", -"',e ai::;'.-'.a::e sc"e-e'" ":'Of :are!N1ct"1....,i! C~ (010) {2 x u2 '2'. iC",} = ... 2' --: se;e:-~ ~"-e ,e:::..;"e<:: S",'c,e~ Gu:'ter 3r,c' :ear:"', , a::d 2' tJ i '2 :;"',e s.:~ee", :OC7 :ea,~ s~ar; a"'c ~23:: :..~ S\.:cer G,-<:-:er ar~ ::.~a"T', a:;:Na:::,:e bea...... saa:'"',s If"\ ~ha: CC:<JT'il 'I e :f tre sc:ee"l 'cor:ear: 523", 5 ...;::: -'~' :re..... €::",er ~;,e :a: e :~0i:"1 Ire ::-J wn-jer :r,e ,:,oiL.,::T:1 '''iea:es:y i:~'2 x ;35';,.2';' = :C'.J" Table 1,11 g FaStening Schedule j~umcer:.f =10 x 3/4 5"1,~,~e~u,reo :>a;o,"iQIS \r<.) ,nt~r~.ec,a:e ::.')"'~~r ;:::C~ Maxl;;"I',Jm -C:c;no?r~cst -~ a:e :,:. So:e Pi3::e \\'all "'iid:~ = @ Top -'1t,~ per Er,d i ?O~1 @ C~a ir Ra @ 3o':"::J'iI -----TC"'":3" ---aO-=C-" oC' .-:J' 6;' ..J' i L----, :r--, ',''sf..r''',jr-, =';:.,-: ,',a - ':",-"" = --:I'" :"':se F'c";~ /"2/ :.....er; :e:e;~,:r,:;l; ".''';r.',~-e: Sl S ,'A S ,;,:~ ";""~e S':e ,\a;! K-3rac,n; ...se S::::? ".-a 1 :.......::" ::'~'---::r::,; \:..;;-:-e: ':/ S I,' S =:r --e ='c;~: ,:',:,,:,':~ ::ac~', \\'3" :-<-=~2::~; Table 9,3: Allowable Loads On Screws And Bolts (As Recommended By Manufl:cture-rs) Self.Tapping and Machine Screws Allowable Loads Tens.de Strength 55.000 p", Sh.., 24.000 p5< ~ITOM'"tal ---- -'-.-----r I ! ; Double Screw Diameter I Shear (ibs.) : She~r '(Ibs.) I ~::.S'~-:~--;Yjo i-~U-~-:r':-;-r-~'"3:'3 Pull Oct (:bsl I :~,......---, ---I .:',/;:j I ~17------S7:j-~.----r-~T-----;-- :E3~1 -.,. ;~J ~ 4':)0 ,)<';-1 ~ ,:":'.. ~-s:-ro--~~--:-:'-:;-~'-:::~ -"1:8 ~.;:. ' ~.1et3TfOF Iyw 0 od s. 3" 4 pi; ~ i 2 . ~ ;:.1/ ~~:: Out "bs ) ~-o :, -~----------'-P~i-I-6~'(--~-- Scr€w [>ar~-(.'(er -~ ~~C Shear !it's.) "~'3 Sht'M !Ibs I (!bS,) ~'.j :~ ~ -7~------'-:: ~ :-~~------.:~-------;-::----- '4, ,~.(.,Od La; Sc~ew ~Ci!CS L..Js.;ng $cwtr't.:rn ?Ir:e -:. G" 0,:-5 cr ~:J'J:vaier,t ~,':2'. '7"1": c"nes.s Screw. D.iarr:e'er Stear (IOS ) - "CO~!-;-- - \V!thjra-..:;aJ~ Sr,e~~:jts,l (~~~.) _ -..-,-----, cO::" I -0;1, -~ ..l,O Concrete Sc~e'...s ;",..,d 6c:ts In Ccncr~:e. Snck or C,.\'t~. (Er::t,ejment '.~L.i~ 2e a l,~lnlmu;:1:1f ~,','2" Tr.I':.)l;;rE-s.s\'lit~ ~,~,-1" From ECGe) ---7:'"C,:-= '_cr:crete J':~:;-.~:Jn:::.re~e- ~---~-~ 7enslcn Te:;s;c:1 Scr~'H D:ar:";e~er ~.: S~edr {:~s ) $r:ea r ,,;,,',:1 ('OS) ~-~o--~,,":;, ;-r~~..'J , -;4 c:::'c ::: Ie ~::-:~ ~~ :"!I,.;TT.i:iW.'"T'l R;'t'e~ ....'~h ~I'~:-ntnwm 't'1ar_J:re-lu Te"'slcn (Ibs ,j See'"" ~>ame~er 1/8 :--31!'2-- :-~,---:-". Shear '0 -=~-o AlufT,inum Rive'.s '.....,th A1L;:'Tlin'.Jm l~a[iCrej TenstO;:;------- S:.~ew :'idrre:er (':5.) Sr,ear ~" 1,0 :;" ,)4 --"JI~5 ! i L.. Sc"e'..., go.es :r"C"1~' :.....0 5,::es 01 :"'"'e-:;e--s :,4" .1 ply S~ear JibS.) .:4 Puil Cut (Its) ;1 rr-~~: ~~~~ I ... AJ1 ~a""'e! 'e"';::-:; C:el:"'5 ,"':::'_s:"'a' -=>_3"'" '...5e ''''':3''..;:a:',.:re'-s ;"~ ra"';e '0 rr:a::..... 'c:a: ....a< ~.,'ci<.ress cf ("o~....,ec::on I...'se (;;-:i...., ....c S-ee:~ sc:e,.... ..; S r-\'e~ 5:"'::S:;':..;'01'\ (;J: a-;r:,...,or spec:f,:.a:ons ,Ii :~::!''''''';5 -1 < ::J Z (/) U) < Ll... I' Q:: ~ rr :J 2 < >- ,~ f- u U u' '''' ~ ~, Z Q:: C 0 (n (/) f- W W u :2 Q:: L.; :J (/) < . , Q:: U C ~ ::J Z ~ r" < :J Z (/) z :2 :2 0 ......., ::J f= ~ z u <: 2: w ......., (/) ~ <: LU <: ~ 0_ , " ~ .~ ......., ;!,. ......., (j) <' ~ .,. C <: 3 .... r.: ~ >- ~ Q) 0 :3 ~ aJ ~ ., ;:; c. W ~ z VI 9 '" 5: ..:> "' '" .,. i.U )( ~ g 0 ~ SbEET 10 OF