Loading...
HomeMy WebLinkAbout01403 "\ '" ..,) APPLICATION FOR ENCROACHMENT PERMIT PERMIT NO.EN-01403 TO THE CITY ENGINEER OF THE CITY OF BAKERSFIELD CALIFORNIA: Pursuant to the provisions of Chapter 12.20 of the Bakersfield Municipal Code, the undersigned applies for a permit to place, erect, use and maintain an encroachment on public property or right of way as therein defined. 1. Full name of applicant and complete address including phone number: AMERCAL AWNING 823 WILSON AVE CA BAKERSFIELD 93308 Phone No. (661)393-6900 2. Nature or decription of the encroachment for which this application is made: POSTS FOR PATIO CANOPY IN SIDE SETBACK 3. Location of proposed encroachment is 215 NILES PL 4. Period of time for which the encroachment is to be maintained: Applicant agrees that if this application is granted, applicant will idemnify, defend and hold harmless City, its officers, agents, and employees against any and all liability, claims, actions, causes of action or demands, whatsoever against them, or any of them, before administrative, quasi-judicial or judicial tribunals of any kind whatsoever, arising out of, connected with or caused by applicant's placement, erection, use (by applicant or any other person or entity) or maintenance of said encroachment. The applicant further agrees to mantain the aforesaid encroachment during the life of the said encroachment or until such time that this permit is revoked. Applicant further agrees that upon the expiration of the permit for which this application is made, if granted, or upon revocation thereof by the City Engineer, applicant will at his own cost and expense remove the same fro~ the public property or right of way where the same is located, and restore said public property or right of way to the condition as nearly as that in which it was before the placing, erection, maintenance or existence of said encroachment. Applicant further agrees to obtain and keep all liability insurance required by the City Engineer in full force and effect for however long the encroachment remains. Applicant shall furnish the City Risk Manager with a certificate of insuance evidencing sufficient coverage for bodily injury or property damage liability.of both and required endorsements evidencing the insurance required. The type(s) and amount(s) of insurance coverage is: ON FILE Applicant acknowledges the right of the City Engineer, pursuant to Bakersfield Municipal Code Chapter 12.20 to revoke the permit at any time. Date:03/15/1999 .yL~~................ ('\ Signature of Applicant (Owner/Agent) PERMIT I HEREBY CERTIFY THAT I HAVE MADE AN INVESTIGATION OF THE FACTS STATED IN THE FOREGOING APPLICATION AND FIND THAT THE MAINTENANCE OF SAID ENCROACHMENT (1) WILL (NOT) SUBSTANTIALLY INTERFERE WITH THE USE OF THE PUBLIC PLACE WHERE THE SAME IS TO BE LOCATED AND (2) WILL (NOT) CONSTITUTE A HAZARD TO PERSONS USING SAID PUBLIC PLACE; SAID APPLICATION IS THEREFORE (GRANTED) (DENIED). Said permit shall expire Date:03/15/1999 ................. .p'....... Signat e of City Engineer ~ . -- BAKERSFIELD PUBLIC WORKS DEPARTMENT MEMORANDUM TO: Ryan Starbuck, Civil Engineer III FROM: Marian P. Shaw, Civil Engineer VI, Subdivisions DATE: April 6, 1999 SUBJECT: Encroachment Permit Application for 215 Niles Place Amercal Awning Structural posts for patio canopy in the back of sidewalk Please review the attached encroachment permit and return to me at your earliest convenience. 1/t?B/17 {J.I:-. Ifl" -ro S-!tid-f-r t-I}JE ~ //($((71(..rr'1 f2EQulfZeMeAlr(" ONt.Y. 4:it- ot:.-~ '1/lJlrr S:IPERMITSIENCROACHITRAFFICI215 Niles. wpd , , ~ ;.. . -- B A K E R 5 F I E L 0 PUBLIC WORKS DEPARTMENT MEMORANDUM TO: Scott Manzer, Risk Manager FROM: Marian P. Shaw, Civil Engineer IV, Subdivisions DATE: April 6, 1999 SUBJECT: Encroachment Permit Application for 215 Niles Place Amercal Awning Structural posts for patio canopy in back of sidewalk Please review the insurance certificate with the attached encroachment permit and return to me at your earliest convenience. o~ ~ "\'(\~ S:IPERMITSIENCROACHIINSURANCI215 Niles. wpd APR, -OS' 99 (MON) 16:45 p, 001 ,:";. . . ."........ ..... .,......... .., ,~'j:;-,..:"~.;~o;.:-:.,;:I~:,.:...:..'\"...,.;., ,p A.~..III. ~1;;iI;.B~ :'f~i ,.,~ :- : ....~'t .......,.~; j'..i .. ~!'.' :':-~x:~.:~:!.:.!:~.t~~'{;:.~' ~~i'1J~ . II PRODUCER I I "..t.,' ...:- -:. ,/.. \l,i!(:?.... .. ",,', '...... . . "OJ \t;:;tfi;~r~~W;i DATE (NMJDD/Y'l'l i.: . ;:;'~~?9J. '~'; ":.0:, ~,.1: .. . i.~v:'h:M~~;:;~~~ 03n6/99 ':" THIS CEFmFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIl3HTS UPON THE CERTIFICATE HoLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE coVERAGE AFFORDED BY THE pOUelES BELOW. COMPANIES AFFOf'DING COVERAGE 1iM. K, LYONS AGENCY, INC:. p. O. BOlC 319 2100 "F" STR~ET, SUITE 200 IlAK6RSFIELD (80S) 3n-9731 INSURED lIl1ERICAJ. AWNINC 823 WILSON AVENUE a ')302- COMPANY A ASStmJ\NCIi: COl'!PANY OP AMER1~ COMPANY B NATIONAL AMSRICI\N INSURANCE COMPJ\NY OF aLIFOJUolX~ cOMPANY C IlAI<ERBFIELD (BaS) 3g3 6500 'p.py.~~~'~;~~i&fxNg~W~;~t~\1~~~{i~:~'~~~W~i~~~W>lffijt~~llt{@'~)'~Af~~*t~f~~1~ih~!1~fut~~~1~1~4::!.~\i!i:tt~1ZmW~~\t~:~f,~~1~~~tW~1~~N/~~~~W@:j,r:'1~.(\;J),!bf:\N'i;;~ THIS IS TO CEFUIFY THAT 110iE POUclES OF INSURANCE LISTED BelOW HAVE BEEN ISSUED TO lliE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOlWlTHSTANDING ANY REQUIREMENT. TERM OR C:OJIIDmoN OF ANY eONTFlAcT OR OTH!:R DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO AI.L. THE TERMS. exCLUSIONS AND CONDITIONS OF SUCH POLICIES. L.IMITS SHOWN MAY H4VE BEEN REDUCED BY PAlD CLAIMS. CA 93308- COMPANY D CO TYPIl. 01' INSURANCE POUCT NuNBER pouCY ErFECTlVE POUCY EllPIR.' TlOll UMIT5 LTR OAT! lMM/DP/W) DATE CMM/DD/'l"l') A GENERAL UABIUrI GENERAL AGGAEQATE 52.000,000 It COMMERCIAL ClE/llEAA~ lJA8IUTY SCP ~'U201( 08/01/9& 08/01/99 PAOCuc:TS. COMI'/OP AGG S 4,000.000 ClAIMS /IAAOE [!] occuR peRSOJolAL & AOIJ INJURY IS 1. ODD, 000 OWNI'R'S & CONTFlACTOR'S PROr EACH OCCURReNCE s 1. 000.000 FIR!: DAMACiE (Any D/18 nre) S 300.000 MED EXP (Any one perl"n) s 10,000 ;0. AUTOM081U! L1ABlU1'1 COMBINEC SINGLE: UMIT s X ANY AUTO SCP 2981201'1 08/01/911 OB/01/~51 1.000,000 ALL OWI"ED AUTOS BOOIL Y INJURY S SCHEDULEC AUrOS (?er penlOll) HIRED AUTOS BODILY INJUFI'f' I\ION-OWNeo "UTOS (per Ill:Cldenl) $ PROPERlY lJAMACiE $ GARAQIl. LIABILITY AUTO OIIILY - EA ~ICENT $ ANY AUTO I / / / OTHER THAN AUTO ONI- y: EACH ACCIDEJIIT $ AGOAEG.ATE S EXCESS millLIT\' EACH OCCU~CE $ UMBFlELLA FORM I / / I AOOREGATE $ OTHeR THAN UMBRELLA FORM s B WORKEIlS COMPENSATION AND STATUTORY UMITS EMPLoYEIlS' UABILI'I'l' 10WC2002'l.S36 09/05/911 OB/oS/'JS EACH ACCiDeNT 51,000.000 THE PROPRlETORf INCL t1ISSASe - POUCY I.IMIT $1,000,000 PA1'lTNEASlcxecunvE OFFICERS AIie: EXct. OISEi'Se . EACH EMPLovee S 1. 000, 000 OTHER / / / / DESCRIPTION DF OPERA TlONSlLCICA1l0N5/VEHICLESr.lPEClAI.ITEMS P.':$.FA:11,,!;.#g~\~J~V~~Kfi1'N1H:ifNJJ~~i~Wi:~~~I;~~~W~t1~~Nl\Rr:0):~~{~j~!;M~M0~~_fi~.J~&~ffi~yx~:l(W~~%ikg~;~~~~~(J.~'&fn:~~~!;;~~t\~~:Jm;i':'~.~,~~,?,~~t~~.~l CXTY OF B;o.KERSFIE~D AT'l'N' JOHN USSERY 1501 rltU'ltTUN JWE~E B~~RSFIELD CA 53301 SHOULP ANY OF THE ASOVE DESCRIBED POLICIES liE: CJl,NCEl1.ED IIEFORl THi P:P1RATION DU'I! THEREOF, THE ISSUING COMPANY WILL ~DEAVOR TO MAIL ...lJl... OA~ WRITTEN NOTICE TO THE ClRlIflC: n HOUlER IlAMED TO THI! LEFT. BUT F&lLI,IFlE TO AIL SUCH NOncE: SHAll O$E tlO OBUCIIlTlQM Oil UABIUTf )' JlV P 01'1 REPRE5ENTATIVifa. ..... _. ... ......... ,."............,......,.......,...... ">.......,...._:.._!>!o!J!...'Ltl~u.,...,..'1~..<<.~.!-t.:!~:.',~..:,)o':N~.:;-A.!~~~)~"Wj:,....ti:~,;:.:".!:'~~.::~~~~~~~~):!'~:(;:l:~;3~;3lt:~:~;(~0::;~f1.l:~g;.:I;~!-;:~:'~??~8::F.:;P~:~lt~:;:.: . ".' ~~~.~..;-~~t:l~J~~~a.~~~~.. i .. .' /:1:{. J / c) 1/ LOT P/ ,4 ~--_. --....-------- ---------r-.-- 1- -~~i , , " .L--~. 2, 1;2 #" I't".> j',;... ....w... ',. ". '.________...._.._._....___...___u -"f"". .; :.T"l::>l) "I "l ~.n,/)h1.~_:_________ tPC{l (Aj C /' " ~J 'D Y L e!'. ~ (/1 ..., I .' .-:;'J ,,,,_ _e-. 'I C. r .. .....m---.f-- ...........1... .... f ! ~ ----! ./ ....--.,... i (f:t. ;' s ; <'L.." S .~m_ : 1'\ G 0 ~_ __..._n... ...______..~~......--_-._.n--.-. c.,' e _ AL-:....l2,# )~_____._____... . j --_...~----.------ ..1- .. "_'___U." "".------ I -r-1I-1/t'1"~ __________._ .... \a L_. I ~ ---------.~.l~-.I' I _ p I'of-~rt.-t --1 __ ..-~.+-........ ---..,.. . I ( ....: ! 13 '-..{ Zo _+-_____ ----.-'"-..... ..1--.-...-- I ------- . 'i ~ ".t: 1 -----.-----..-..-~.;-!'-'-.----- ...._.l. 'W'A."'J-1' ---..--...........-...-~-+--_..-._.. I , '--'--=:. . .. -----,-1--'.i.t..... .. ---- .-----.--i;. k'--' ;;,-~ t" -7- -----~1 ,. t= ~- -~~~~=~~,----=-----===---:-:=. I _.~__.~ .._.___~____~______,___.. -........----.......-...... .-.. _....._.._._~_. -"-'-'-"-"-" ..-. -.-.--..--.---------t-u---- r I -..----. ..._--------_..-\\-:-_._-_.-;;~_.~ ...._......._._.._--_._--~---_..__. - , i r -.----- .. . ---- --- -- ---;, '- .., I ---- ----\ I ====----=.- '>~ t- n...._..__......__ ~ . ._-- -. --- -.- - .". -,'-----._--~-~.._--,-_._- ~~ ,..r'"7,""'7 '~----*'y Jif:x~".c," ;::A,r.../." ---~.~.~~ ---.,--.----...-- I ._.... -_._,..__.-t-.,...~.--- .R - ! .--.-.l-.........--.. '------. -_.._.._--~ I -._--..~._.....:_-- i-- "--1---- ------ --- --... "'---"'--,- ----------.-...---n.........-t--...... -.-..,,--......-----....--....-- I ---....____L__.... _____________.___ ! ; ----.---L ==1~=:_='.~ =:=bc -......--.----LL- -----.--...- I ~ "- ............-- .-..........-rt--.-- _........_._~_.-:-~._--- -.~--.JL .-----. - -.----- --.----t=-- -- _._._.._.~.~..R___..._ -~-._-...,~_.._... .__..~,...,._.~t --.--.:-=.=:.--.----------.---=t-. I --- __~___o__ -.- - _.._~- --=- ~;;-=:.~~-~"'=~-==$ --=' -t= ~~:::-=~-=:~._===- '1= ~ ~-----"'" . '-':J= .._.._._~~-~.= --"-- ...-- ""~..... -------- -- - . - . ---......,--,_... - --- ~-----_. ~ --.--- ~.~_. < - -...-....-...- " .~.....,..~._- ...'. . '_"__0- -._0.- ,. - SCl<fIN OR RfAlIllY RtWII6l! 1RANSl.UCOO Nfl/fYil TR.\NSPNID<< PI.ASTIC I<<lT UORl: TIWl O.12~' 1IIICX. \\ ROOf STRUCl\.IR[. _\S(! TAIl.E. S(! Rl:F!JUC[ ~7 I I I \ 1\ I I 1'1 I I I I I I I I I I I I I K:J:)A ~ ~~/'\~~ HtIlIER h\ j-, I-- K1Cl(- ,/ PlATE___ HOlE: SCRID PANElS SHAU. BE IJ&D IN Pl.lC[ or POSTS roR PROJECTIONS USfED IN ~E TABlE ON THIS SHEET. fOR TYPES WITH POSTS SfE RUEJlNC[ DRAWING No. 05903-26. FRONT ELEVATION . FfYil 70IlPH WIND -.n0CfTY. lOAOS MIf. 10PSr HORI1. NlO 7~ UPUrT. FfYil 80UPH WIND \fiOCl1Y. lOAOS MIf. lJPSr HORI1. AND 9.75PSr UPUrT FfYil !lOllPH WIND -.n0CfTY. LOo<OS MIf. ISPSr HORI1. NlO 11.2SPSr UPUFT FlJR 11 0IIPl1 "'NO VElOCITY, LOo<OS AIIf. 2JPST _1. AND 17.2~PSF UPUfT '*'+ 0': t ELEVATION DETAIL OF SCREEN FRAME " '~ ~'" i~', f);l'f . ;;i:~ . ~>;'.''''I:1tA~':1 i c~~ t~. .- Y 1'~~ fl. ~~" fi 1800 FLAT WALL KEYLOCK SPLINE PIlOJECTION I 2'-6' - fOR I~ lIIND ~ (HORIl.!. "-9. _ fOR 1 0PSf" lIIND LOAD (tOlIl. . Cl)RN[R POST or SEE fOOTNOTE UNOCR rRIlNT EI1VAT1ll'I. 7 Hf.OOER sroac. OR I I I I'W----------------- ----- 0.- !;l :2 'b ~~ 1 ~ i <> I ~ - END ELEVATION FOR AU. l'tPES W!TH ONE SlOE "OPEN' THE IClCJ(PlATE SlWJ. BE OllllTED AND WITH 1'MJ SlOES "OPEN. 10S REQUIRED IN UBC CIi. A.lI (N'POOIX). THE KlCKPlATE OR KNUWAl.t WAY BE .50' HIGH. PATIO COVERS CONFORMING TO CH.A31 DIV III OF: 1997 U,B.C, FOR WIND lOADS SEE FOOTNOTE UNDER FRONT ElEVATION ROOF PANEl FRONT OVERHANC f:::, BEYOND (~FN UNE 20 -0 24 14 -3 9 13 -0 16 9 0 10 8 0 15 LOAD ON ROOF ipsn 10 20 20 30 30 r D.025"R (2) ~ is .... I~ 1.02. REF l I ..I J 2.04'. IU.T[QIAL 60&.l,TS AlUM Ulr.=.lllKSI, MIN Y.P.=25KSI 0.050. ~ICKN[SS l'tP1r.Al. 2" EXPANDER ~~ I "Rllor Sff/lJCf\JRE, SU REF. OWGs. " 1. REFERENCE DRAWINCS FOR ROOf DETAILS 09503 23 09503-24 09503-26 09503-30 09503~31 09503-32 09503- 33 09503-34 r D.OID"R / 1IP.X!l0' l- - (') - , I I 7 ~NOT TO BE USED WITH BEAll . POST ~ ) lYPES SUCH /oS 09503-26. NOTE: \ THIS DUM IS HOT 10 BE USED WHEN ENCL051NC, WITH SOJO PNlELS. v--YI6' BOLlS oR 112 ~ S.M. SCREWS 0 6 O.C. /' HEADER OR Dl'rro- S[E DUM. ~. .___J/16. BOllS, SCR. ftlS OR RI\IIJS Ii ,; 0 1S' O.c. (BOTH SIlEi). \ 1 "X2' KlYtOCK, SEE OErra- 0.025"R (2) ~- I : 102. REF. XreF KL_CDRNR,WG ~, G ;"i ~cf "1 fAt ~ ~ t 'J. 0.050"R~ 90 INSIDE CORNER KEYLOCK SPLINE 0..545" I 0.010"R J lIP.ll9O' l I " 2.04. "'1lJlIAl; 6Q6;l-15 N..UlI. UlT.-JOKSI, IIIN. Y.P.-2SKSI 0.050. THICKNESS NPIC1l.. 1" EXPANDER l- -~ R d .1 I hlEADER CONNECTION DETAILS I ~ ~ "'\,ROI:Y Sff/lJCf\JRE, SEE REF. owes. ? ~!/6. 0.0. PlATED SlID. ~7 WASHERS " NEoPRENE '/16. BOllS fYil '12 S.M. SCREWS 0 6. O.C. OR 6' FIAT PANEL. 2 PER PANEL. "" APPRO""'lUY 5.5' O.C. ~"--HOOER' SEE lIUNL 3/IS. BOllS, SCREWS fYil RNE1S I '- POSTS UNIEl FASCI\, IF ANt" I 1 "X2" :::C~7EfJJL SIIlB). SHAll. BE R[)l(1;[0. S(! TAll.E FOR IIAlUlIUM~C - ~ -~. D.04ll' -1~ 0.6BO" ~r {f1r ) I~ ~ ~ . 0.Dl0"llP X9o'(2)~ "'" , """" '- '""" '- 0.6IiO' NO![; 'ElIIWI0CR" (S(! DElAt. IIAY BE SUllS111IITED IF POSr.; NIf INS1AUfD P{R RmRENCE OR.QIICS 0950J-27 . 28. 2.125' '"" I~ - "'I ~ n.""" d --~tT-- l ;SI~ d f_ .1 i t5 , ~ ~ ~~~~ ~ 6063-1"6 AlUII. NOTE: THIS PART IS NOT SUPPlJEO BY ....lI\lET. HEADER - - - 2.000. c::: 1 X2 KEYLOCK (lIA1lJlIAl; AlUII. 6Q6J-T6, O.OSO' THICKNESS) "1M' ~k~ (~~2JJ, \S2J ~ ,01 ==]l ~ rgN~E'IUlCK - 1 "x2" HORIZONTAL MULLION (AlUM. 606J-T5) "1\. 2.000. OR1'. { ~2e~ , SEE , / ~~AIl StW. 2"X2" INSIDE CORNER (N..UlI. 6O~-15. 0.OS2. NPIC1l. WAU. THICKNESS) [-Ff~.~ ~ ~ M~" StW. 2 "x2" OUTSIDE CORNER (N..UM. 6063-15, 0.062' 1YPIC1l. w.ou. THO<NESS) 2.000" ., - 0.050' TYP. F=,IV'M 2J '--' (S2J ~ASTEN EXPANOCR 1U 2.5'x12' 1WIN-VEE Oft 2.S'llll. FIAT PNlE!. !11TH '12 S.W. SCRftlS . ~/6' WASHERS. 1'MJ PER PANEL .'- 1 ..- J' ~ OR ~~ EllPNlOCR ., r!X2 HORlZONrAl MUlI.XlN + +~ i/ V I ~~~ J;EDOR ~~JXP.=s /'V I FASTEN HEADER TO 1lC2 HOR12. PER IRlW!NC 09SOJ-2J. IT ~~ON~w~r/r~l~Ro ,IS. O.C. BOTH SlOES Of HEAIlER. 4-3/IS' BOLTS OR BlINO RI'oUS OR '10 TEKS. 2 EACH SlOE OF I 2X2 '<[IlllC1l. UUWON HfADER. l'tP. TI)' . BOT1Oll CONN. ~' OR 2' F-a.w 'X2 H0R12ONTAlll\JlllON ,..msm- ,.~..~~ HASTrNfRS I'(R i:NlOER "U- /r . SEE ltlP CQNNE^1lON. ~ EXPANSION BOLTS SHAlL BE 1/4"X2 HlLn . . KB-n Oft EOUAl.. ONE BOll ON EACH SlOE OF n- "'l 2X2 Vl'RIlC1l. l/UUKlN. UPUFl. 2JO# PER OOLT. fifo ~ ~'"~ .j. ,"~ -~~ 0.050' TYPICAl ~ ....- SEE IX2 KEY!.0ClC FOR 1JIol[NSK)NS. ~~ VERTICAL MULLION (lM1lJlIAl; oILlJIl. 608J-15) RIl lM: _ WINO ~~ ~~. 70111'H 6OlO'H 90llPH 10MPH 10 20 4-0 4-0 4-0 2-10 20 17 4-0 4-0 - 2-6' .50 12 . -0 -1 , - - lJ J-6 3- -5 2-5 14 J-5 3-5 3-5 2-'" 15 3-2 '-2 '-2 2-~ SPH::!NC n n 0.125"11(4) I' 1.4SO' I :EFr ~i""~ f = [JT~ .~u ~"" ~~ -:l -u om: I L,;~ P F CLIP FOR ," MULLION F CLIP FOR 2" MULLION USC ATTACHED SCREEN ENCLOSURE OJ/Ol/'l6 .A'\.. r ~ ^ ... . T . """ M ~ET IjUILDING PRODUCTS. INC, ",-Io/ENGINEERING 227 Town Eo.t Blvd. , _"T.___ ..... Mesquite. Texos 75149 TI!L.~) .77-.... Tel: 214-285-8811 .. ~. BO:I: t=.~=..&N. UT. 1167111 A L~ MoE T I.C.B,O. E,S, EVALUATION RE~T NUMBER Z228P ~Z9 W.J.C. f-i. '..J " I 8EAIA I.I'IE PANEL SKYlIGHT TABLE "A" - ALLOWABLE PANEL SPAN (AND OVERHANG - 8" FlAT PANEL TYPE ~~ .r TO METAL . PANEL RATIO WINO SPEEO IN MPH RESIDENTIAL 70 H<10 70 H>10 80 H<10 80 H>10 90 H<10 90 H>10 110 H<10 110 H>10 PATIO PATIO PATIO PATIO PATIO PATIO PATIO PAno ~Wlr : 11 -. )-9 11 -4 ) -9 11 -. ) -9 11-. )-9 11 -. ) -9 11-' )-9 11 -) 3-9 9-8 r.r-21 ALL 8 . 2 9 8 -. 2 -9 8-' 2 -9 8 -. 2-9 8-4 2 -9 8-4 2-9 8-4 2-9 8-) 2 -9 BEAM 2,?~ 15-5 5-1 15 - 5 -I 15-5 5 -1 1'-9 (-11 15 - -1 13-8 .-6 12 -9 '-3 11-0 3-8 TYPES 10 11 -~ J -9 11 -5 3 -9 11 -5 3 -9 11-5 3-9 11 -5 3 -9 11-5 3 -9 10-1D 3- 9-4 3-11 ~?J~ 18 -1 6 -0 18 -1 6-0 18-1 6-0 I -. 5-9 18 -I 6 -0 16-1 5-4 '4-11 4-11 12 -10 . -3 AND 16-J 5-5 16 -J 5 -5 16-) 5 -5 "- . -10 15 -9 5 -J 1)-1' .-6 12 -8 .-2 10 -11 J -7 FASCIA ~?il{ 19 -6 6 -6 19 -6 6 -6 19 -6 6 -6 19 -6 6-6 19 -6 6 -6 18-8 6-2 17 -. 5-9 14 -11 4 -II TYPES : 17.:T' 5-10 17 -7 5-1D 17 -7 5 -10 1 -0 5-8 17 -7 5 -10 15-9 5-J 14- . -10 12 -7 . -1 2i?t? 0-5 6 9 20 5 6 9 20-5 6 -9 -5 6-9 -5 6-9 2 -5 6-9 \9-0 6-4 16 J 5 -5 18-. 6 -1 18 -. 6 -1 18-4 6 -I 18-4 6-1 18 -4 6 -I. 1 -3 5-9 16-0 5 -. 13 -9 . -7 2i?,~8 5-9 1 -11 -9 1 -11 5-9 1 -11 -9 1-11 -9 1-11 5-9 1-11 5 -9 1-11 5-9 1-11 ALL '-3 , 5 . -3 1-5 '-3 1 -5 '-3 1 -5 '-J , -5 . -J 1-5 ,-J 1-5 . -3 1-5 BEAM 20 2i?~ :1 -11 1-7"\ ~~ 7 -11 2- -11 2 -7 -11 2 -7 -11 2 -7 -11 2- 7 -II 2- -11 2 -7 TYPES -10 1 -11 5 -10 1 -11 5-10 1-11 5-10 1-11 5-10 1 -11 5-10 1 -11 5 -10 1-11 5-10 1-11 AND ~WJ 12 -7 . -2 12 -7 .- 12-7 . -2 12 - '-2 12 -7 . -2 12 - . 2 11- '-1 12 -7 .-1 9 -) 3 1 9 -) J -1 9 -) ) -1 9 J J-l 9 -J J-l 9 -J )-1 9-3 )-1 9-J J-l FASCIA ~'?J~ :1 15-6 5-2 15 -6 5- 15-6 5-2 15-6 5-2 15 -6 5 -2 15-6 5-2 15-6 5-1 14 -10 4-111 TYPES 11 ) . -5 11-) . -5 12-J . -5 12-) .- 1 - .- 12- . -5 11-) '-5 12 - . -5 2,?t? :1 16 2 5 -. 16 -2 5 -. 16-2 5 -. I -2 5-' 16 -2 5-4 16-2 5-' 16 -2 5 -. 16 -2 5-4 : 14 -( . -9 1. -4 . -9 14 -4 . -9 1.-. . -9 14 . . -9 14 . . -9 14.-4 . -9 13'-9 . -7 ALL ~'?,1J : J-l0 1 -J 3 -10 1 -J J-IO 1 -J -10 1-3 3-10 I -J 3-10 1 -J J-IO 1-3 3-10 1-3 1-10 0-11 2 -10 0-11 2 -10 0-11 2 -10 0-11 1-10 0-11 1-10 0-11 2 -10 0-11 -10 0-11 BEAM Ja 2i?~2 -. 1- -. 1- -. 1- -. 1- -4 I -. 1- -4 1- -4 1- TYPES ,: J-l1 1 -J J -11 I -J J-l1 1-3 J -II I-J"\ J-l1 I -J J 11 1 -J J -II 1-3 J -11 I -J AND 2i??& - -I - -1 -6- -1 8- -1 - -I -1 - -I -6- -10- FASCIA I: 6-J 2-1 6 -J 2 -1 6-3 2 -1 6 -3 2 -1 6 -J 1-1 6 J 2 -1 6 -J 2 -1 6-J 1-1 TYPES ~?;if I - .- 1 - 4 1 - . I - . - 1 - . I - .- I - . 1 - . 8-11 2-11 8-11 2 -11 8-11 2-11 8 -11 2 -11 8-11 2 -11 8-11 2-11 8-11 2 -11 8 -11 2 -II 2,?;t? 13-9 .- lJ -9 .- 13-9 . -7 13-9 '-7 13 -9 . -7 13 9 .- 1 -9 .. -:' 1,3 -9 '-7 : 11 -9 J-l1 11 -9 3-11 11 -9 3-11 11 -9 J-ll 11 -9 J -11 11 -9 J-l1 11 -9 -1_1 11 -9 IJ'-11 COMMERCIAL 70 70 80 80 90 90 110 110 - EXP. "R' l EXP. C- EXP. B EXP. C EXP. B" EXP. "C. EXP. "R. EXP. C ."ll I ", 2,?,8 5 -9 1-11 5-9 1-11 5-9 1 -11 5 -9 1 -11 5-9 1-11 5-9 1-11"\ 5-9 1 -11 5-9 1 11 I'U. ,-J 1 -5 ,-J 1 -5 . -3 1 -5 4-3 1-5 '-J 1-5 ,-J 1 -5 . -J 1-5 . -3 1-5 SUI" I I 2,?F 7-11 - 7 -II 1-7 -II 1-7 7-11 1-7 -II 1-7 -11 1-7 1-11 -7 -II -7 11YP~- 20 M. 1: 5 -10 1 -11 5-10 1-11 5-10 1 11 5 -10 1-11 5-10 1 -11 5 -10 1 -11 5 -10 1-11 5-10 1-11 . ", I ~?Jt8 12 - '-2 12 -7 '-2 11-7 . -2 12-7 . -1 12 -7 .-2 11-11 3-11 12-7 , -2 9 -9 J 3 ~CIAI M- : 9-J -1 9 -J 3-1 9 J J-l 9 -J J-l 9 -J 3-1 9-J'13-1 9-3 3-1 8-J 2-9 ~?~5' 15 -6 5 -2 14 -7 '-10 15-6 5 -1 15-6 5 -2 "-10 4-11 1 -10 .-7 1.-10 '-11 ll-J 13'-9 T)"PES M. lJ -J '-5 - lJ-3 . -5 13 J '-5 lJ -J .. -5 13-J . -5 11 -4 J-9 12 -7" .-2 9- J 1 ~?~ 16 2 5 -. 15 -11 5 -J 16-2 5-' 16-2 5 . 16-2 5-' 15-1 5-0 16-2 5 -. 12-J '-1 M. : 14-4 '-9 14-4 '-9 14 -. . -9 14-. . -9 14-4 . -9 12 -10 . J 13-9 .- 10-5 3-5 0.Q18 J -10 I -J J -10 1 -J J-l0 1 -J J -10 1 -J J-l0 l-J 3-10 l-J -10 1 -J J-l0 1 -J AlL AlUM. : 2-10 0-11 2 -10 0-11 2 -'0 0-11 2 -10 Q -11 2-10 0-\1 2 -10 0-11 2 -10 Q -11 2 -10_ 0-11 BEAM Ja 2'?~ : 5-4 1-9 5 -. 1-9 5 . 1-9 5 -. 1-9 5-' 1-9 5 . 1 -9 5 . 1 -9 5 -. 1-9 TYPES J -11 I -J 3-11 1 - 3-11 I 3 3-11 1 - 3-11 1 - J 11 1-3 J-11 J -J J-Il l- AND 2i?~8 :1 8-6 2 -10 8-6 2-10 8 6 2 10 8 -6 2 -10 a-6 2 -10 8-6 1-10 8-6 2 -10 8 -6 1 10 M. 6- 2 -1 6- -1 6-J 1-1 6.-J 2-1"\ -J 2-1 6 -J 2-1 6- 2-1 6-J 2 -I FASCIA 2,915 :1 12-2 , -0"- 12-2 '-0. 12-2 . -0 12-2 . -0 11-2 '-0 12 -1 . 0 12-2 . -0 11 -J 3 9 TYPES M. 8-11 2-11 8-11 1-11 8-11 2-11 8 -11 1 11 8-11 2 -11 8-11 11 8 -11 1-11 8-11 1 11 ~.?it? :1 lJ -9 .- 13-9 .-70 . lJ-9 .- lJ-9 . - lJ -9 '-7 IJ-9 .-7 13-9 ,- 12 -J '-1 11 -9 -11 11 -9 hl.1 11-9 -11 11-9 J 11 11 9 J-Il 11-9 J-l1 11 -9 J -1'''- 10-5 J -5 AlL ~?J\8 : -11 0-11 -11 0-11 2-11 0-11 2-11 0-11 1 11 0-11 1-11 0-11 2 -11 0-11 1-11 0-11 M. 2-1 0-8 2 -1 0-8 2 1 0 8 2 -1 o-a 2 -1 0 8 2-1 0-8 2 1 0 8 2 1 0 8 SEAM .0 ~'?fi2 : .-0 1 -. .-0 1-4 '-0 1-.. . -0 1-.. , -0 1 ,"\ . -0 1 -, . 1-. .-0 1-. TYPES M. 2-1 0-11 2 -11 0-11 -11 -11 -11 0-11 -11 0-11 2-11 0-11 -11 0-11 2-11 (0'-11 AND ~?fi8 - -1 - -1 - -1 - -1 - -1 -,. -1 - -1 - -1 FASCIA M. : '-8 1 -6"- .-8 1-6") , -8 1-6 .-8 1 -6 '-8 1-6 . -8 1-6 .-8 1-6 '-8 1-6 TYPES 2i?;if - -1 - -I - -1 - -1 - -, - -1 - -I - -1 : 6 -9 2-3 6 -g 2 -J. 1-9 2 -3"\ 6 -9 2-J -9 1-J"\ 6-9 2-J 6-9 2 -3 6-9 2-3 2,?4O 11 -11 -11 11-11 .} -11 11-11 3-11 11 -11 3-11 11 -11 3-11 11 -11 3-11 11 -11 3-11 11 -11 3-11 M. .. 8-10 2 -11 8 -10 2-11 8 -10 2-11 8 10 1-11 8 -10 2-11 8-10 2 11 8 -10 2-11 8-10 2 -II ., , i:: :. ), ' I ,II II 'J i ~.(\. if{ ~I i\; '11 ~.. ~I~ 1~ t, TABLE ''C" 8' FlAT PANEL SLOPES SKYLIGHT MINIMUM SLOPE IN FT PANEL ~~~~Al LIVE LOAD AND EXPOSURE Y RAno lOR 20R 30R 20 20 20 Ja 40 0.Q18 0:1 0.250 0.250 - - - AlUM. 1:2 - - - - - 0.022 0:1 0.250 0.250 0.250 0.250 0.250 AlUM. 1:2 0.250 0.250 0.250 0.250 0.250 0.028" 0: I 0.250 0.375 0.J75 0.375 0.250 0.250 0.250 0.250 AlUM. 1:2 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.035 0:1 0.250 0.500 D.375 0.500 0.375 0.250 0.375 0.375 AlUM. 1:2 0.250 0.375 0.375 0.375 0.250 0.250 0.250 0.250 0.040 0:1 0.250 0.500 0.500 0.500 0.375 0.250 0.375 0.375 AlUM. 1:2 0.250 0.375 0375 0.375 0.250 0.250 0.250 0.375 . MAXIMUM SLOPUJNCH_ffiUOOT.~> ... FoR' 2OPsn:M: LOoIO If" SNOW LOAD AREA. loaN. SLOPE IS 0.250. PER FOOT. 'R. REFERS TO RESIDENTIAL PATIO COVERS. L I. / , ! 1, ~: ~: ~: t f L_ ,.__ .._l( ~~ 8EAIA I.I'IE PANEL SK'tUGHT TYPE ,~9Al? "t" TO NETAL , 'PSFl PANEL RATIO RESIDENTIAL ~~1.l' 10 ~?&? 2,??J 2LW -~*}j W 2L~lf. 20 2L~t2 ~?lJ ~~~ g4tb' 0.025 SltEL 2L~U' 30 ~?It2 ~??J ~.?it? ~m @r~%1' ALL BEAM TYPES AND FASCIA TYPES ALL 8EAIA TYPES AND FASCIA lYPES ALL BEAM TYPES AND FASCIA TYPES COMMERCIAL ~~1J 20 m 2i??J 2L~ ~m . M~~ ~?Ilf. 30 2i?&? ~??J 2L~ ~~b' @r~%1' ~'?Ilf. 40 2L~t2 ~~ll. ~?it? @rm M~ ALL 8EAIA TYPES AND FASCIA TYPES ALL BEAM TYPES ANO FASCIA TYPES ALL 8EAIA TYPES AND FASCIA TYPES TABLE "8" - ALLOWABLE PANEL SPAN (AND OVERHANG) - 12" TWIN-VEE PANEL WINO SPEED IN IlPH :1 70 H<10 PAllO IJ - '-8 12-T '-0 14-2 '-8 1 -2 .-. 15 -8 5- 14-6 .- 17-10 5-11 16-7 5-6 1 -1 5-' 1.-8 '-10 19-10 6- 18-0 6-0 10-8 2-8 9 -6 J-2 11 -J 3-9 10-1 3-' 1 - .-1 11-6 J-l0 14-2 '-8 lJ-2 .-. 11-7 J-l0 10-5 J-5 1'- '-10 lJ-1 .-. 8-8 2-10 7 - 9 -J 3 -1 1: :1 10-10 J- -1 -1 12-4 4-1 11-6 3-10 9 - J -2 - 2-1 12-1 '-0 10-10 )-7 70 EXP. B 10 - J -6 9 -6 J-2 11 - J -2. 1 1 J-4 12 -5 4-1 11 -5 J-9 1'-2 '-8 lJ-2 .-. 11-1 3-10 10 -5 J 5 14-1 4 -10 IJ-l .-4 8 -8 2 -10 7 -9 2 -7 9 2 3-0 a 3 2 9 1 -10 J-7 9 -1 J-J 12 . '-1 11- 9 -7 3-2 8-7 2-10 12 .-0 10 -10 .} 7 -6 J-6 6 9 2 -J 8-0 2-8 7 -2 2 -4 9 -6 J-2 8-6 2-10 11 - - 10-5 )-5 8'-. - 7 -5 -5 I - - 9 -5 J-l :1 :1 1: 1: :1 :1 1: 70 H> 10 PATIO 1 - . 10-10 J- lJ-6 '-6 1 -0 ,-0 15-8 5-2 14-6 .-7 IT-l0 5-11 16-1 5-6 16-1 5-4 1'-6 '-10 19-10 6-7 18-0 6-0 10-8 2 8 9 -6 J-2 11 -J 3-9 10-1 J-. 12-5" .-1 11-6 3-10 14-1 '-8 13-2 .-4 11-7 J-IO 10-5 3-5 14-7 .-10 lJ-l ,-4 8-8 2-10 - -7 9 -J J-I 10-10 J-7 -1 -1 12-' ,-I 11 -6 J-IO 9- -2"\ - -10 12-1 ,-0 10-10 3-7 70 EXP. C 9-6 J- 8-6 2-10 10 - J-6 9 -5 J-2 12-5 4-1. II -6 3-9 1'-2 '-8 IJ-2 .-. It -1 J-IO 10 -5 3-5 1.- '-10 IJ-I .-4 8 - 2 -10 7 -9 2-7 9 -2 3 -0 8 J 2 9 10-10 J-7 9 -1 J -3 12-4 '-1 11 - -9 9 -7 J-2 8-7 2-10 12 .-0 10 -10 3- 7 -6 J-6 6 -9 2 -J 8 -0 2-8 7 -1 2-4 9 6 J-2 8-6 2-10 11 - - 10 -5 ] -5 -. - 7 -5 2-5 1 -6" 1]'-6"\ 9 -5 J-l 80 H<10 PATIO 1 -, '-1 11-0 J-8 lJ '-6 12 -1 , 15 5- 14-6 .-1 1 -10 5-11 16-7 5-6 16-1 5-' 14-6 '-10 19-10 6-1 18-0 6-0 10 a 2 8 9 -6 J-2 11-J 3-9 10-1 J-4 1 - 4-1 11 -6 J -10 14 -1 . -8 13-1 ..... 11-7 3 -10 10-5 3-5 14-7 '-10 lJ-1 .-4 8 -8 2 10 - -7 9 ~J J-1 10-10 J-7 12 -4 '-1 11 -6 J -\0 9-7. J-2 -7 -I 12-1 '-0 10-10 J-7 80 EXP. 8 10 -7 J-6 9 -6 J-2 11 -] J-2 10 -1 J.... 12 -5 4-1 11-6 J-9 I' -2 '-8 lJ-2 ..... II -7 J-1 10-5 J-5 14-1 4-1 lJ -I .-. 8 2 -10 7 -9 2-7 9 -2 J -0 8-3 2-9 10 -10 ]- 9-10 J-3 12-. ,-I 11 - - 9-1' J- 8 -7 2- 12- 10 7 7 -6 J-6 6 -9 2-] 8-0 -8 7 -2 2 -4 9 -6 J-2 8-6 2-10 II - - 10 -5 3 -5 -, - 7 - 1-5 I - - 9 - J-l 80 H>10 PATIO 10- J-6 9 -5 J- 11 -9 J-11 10-6 J-6 15-8 5- 14 -2 '-6 1 -10 5-11 16-7 5-6 16-1 5-4 14-6 '-10 19-10 6-7 18-0 6-0 10 7 2-8 9 -5 ]-1 11 -J J-9 10-' J-4 1 -5 '-1 11-8 3-10 14-2 '-8 lJ -2 .-. 11-7 ]-10 10-5 J-5 14-7 '-10 13-1 44 8-8 1-\0 - -7 9 -J ]-1 10-10 J-7 -1 - 11-' '-1 11-6 J -10 9 -7 J-2 6-7 -10 12-1 .-0"- 10 10 J-7 80 EXP. C 8-' 2-9 -5 2-5 9 -] ]-, 8 -J 2- 12 -5 4-1 11 -I J-8 14 -1 . -8 13-1 .-4 11 -7 J-IO 10-6 J-6 14-7 .-10 13-2 .-4 8-' 2-9 -5 2-5 9 -2 J -0 8-J 2-9 10-10 ]-7 9-10 J-J 12~' '-1 11- -1 9 - l' J-2 8- 2-10 1 -0 ,-0 10-10 3-7 -6 2-6 6 -9 2 -J 8-0 2-8 -2 2 . 9 -6 ~-2 8-6 2-10 11- - 10-5 ]-5 -, - -5 2 =<" I - - 9 -5 J-l 90 H<10 PATIO 11- - 10-2 ]-. 12-8 '-1 l1-J ]-9 15- 5- 15- -1 1 -10 5-11 16- 5-6 16-1 5-' 14-6 '-10 19-10 6- 18-0 6-0 10-8 2-8 10-2 J-2 11-) 3-9 10-1 J-, 1 - .-1 11-6 J-l0 14 -2 '-6 IJ 2 .-. II - J-l0 10-5 J-5 14- '-10 IJ 1 .-, 8- -10 7 - - 9 -J -I~ 10-10 J-7 -1 -I 1 -, .-1 11-6 J-10 9- J-2 - -10 12-1 '-0 10 -10 -7 90 EXP. 9 -8 J-2 8- 2-10 10-9 3-2 9 - J-2 12-5 4-1 11 -6 ]-9 14-2 .-8 lJ-2 .-. 11-7 J-l0 10 -5 J- 14- .-10 lJ-l .-. 8-8 2-10 -9 1- 9 -1 J-O 8-J -9 10-10 J-7 9-10 J-J 12-' '-1 1-1- - 9 - J-2 8- 2 -10 12 -0 . -0 10-10 J-7 -6 ]-6 6-9 1-J 8-0 2-8 -1 1-' 9 -8 J-2 8 6 1-10 11- - 10-5 J-5 -. - ~ 7'-5 -5 1 - - 9 -5 ]-1 90 H>10 PATIO 9 -10 - -9- 1-11 10-11 ]-. 9 -9 J-J 14-9 ,-11 13-1 .-4 1 -11 5 -II 16 - 5-6 15-7 5-2 13-10 ,- 19 -10 6-7 18 -0 6-0 9 10 .}-1 8 -9 1-11 10 -11 J-7 9 -9 J-J 1 - 4 1 11 -6 -10 14-1 ,-8 lJ-1 .-. 11-7" 3 10 10-5 J-5 14 7 .-10 lJ-l .-4 8-8 2-10 -7 9 3 J-l -J" -g- 10-10 J-7 -1 -I 12 -. . 1l 11-6 .}-10 9 -1 J-2 -7 -1 12-1 '-0 10 10 J-7 90 EXP. C 7-4 2-5 6 - 2 -2 8 -2 2 -a 7-J 2-5 11 ~O 3-8 9 -10 3-J 1<-2 '-8 lJ-2 .-. 11 - ] -10 10 -. J -9 14- '-10 lJ -1 .-. -I 1-4 6 - 2 -2 8 -2 2 -8 7 -3 2 -5 10 -10 - 9-10 J-J 12-' '-1 11 - -1 9 - J-2 8 - 2 -10 12-0 ,-0 10-10 J- -I 2-4 6 - 2-2 7-11 2-8 -1 1-4 9_6 2 8-6 2-10 11- - 10 -5 -5 -4 - 7 -5 1-5 I - - 9 -5 J-l 110 H<10 PATIO 8-2 -9 10-2 ]-. 9-1 -0 IJ-9 ,- 12 -J '-1 I -10 5-11 I -. 5-9 14-6 '-10 11-11 .-2 19-' 6-5 1 -I 5-8 9-2 0 8-2 -9 10-2 J-5 9 1 J-O I -5 '-1 11-6 ]-10 l' -1 .- lJ-2 .-. 11 - J-l0 10-5 ~-5 1.- .-10 13-1 ,-. 8 -8 -10 7- - 9-J -1 8'- - 10-10 J- -1 - 11-' .-1 11-6 3-10 9- -7"\ - -1 12 -1 '-0 10 10 ]- 110 EXP. "fl- 1-11 -7 1-0 2-4 8-9 2-1\ -10 2.-7 11 -10 J -11 10 -6 J 6 14 -1 . -8 lJ -2 . . 11 -7 J-I 10-6 ]-10 14-1 4-1 IJ-2 '-4 7 -11 1- 1-1 2-' 8 -g 2-11 7-10 2-7 10 -10 ]-7 9-10 J-J 12 -4 '-1 11 - -1 9 -7 J-2 8 -7 2 -10 12-0 .-0 10-10 J-7 1-6 2 6 6 -9 2-J 8 -0 2-8 1 -2 2 -4 9 -6 J -2 8 6 2 -10 II - - 10-5 J-5 8'-' - 7 - 2-5 I - - 9 -5 J-l 110 H> 10 PATIO -11 - -I 2-4 8-9 2-11 -10 2-7 11 -10 -11 10-6 ]-6"\ 16-9 5-5 14-11 4-11 12 -6 '-2 11 -I J-8 16-6 5-6 1'-8 '-10 -11 2-8 -1 2-1 8-9 2-11 -10 2-7 11-10 -11 10-6 J-6 14-2 '-8 lJ-2 .-. 11 -7 J-l0 10-5 J-5 14-7 '-10 lJ-l 4-4 -11 2-7 -I - 8 -9 2-11 7 -1 -7 10-10 3-7 -I - 1 -4 4-1 11-6 3-10 9 -7 J-2 8-7 2-10 12 -I '-0 10 -10 J-7 110 EXP. C 6-0 1-0 5-4 1-9 6-8 -J 6-0 2-0 9 -0 ]-0 8-0 1-8 12 -8 '-2 11 -. 2-9 11 -7 J -10 -8 2-6 14-7 .-10 10-1 ]-4 6 -0 1-0 5' 1-9 6 -8 1-2 6 -0 1-0 9 -0 3-0 8-0 -8 12-' .-1 11 -. - 9 -7 J-2 -8 2-6 12-0 '-0 1 -1 J-4 6-0 2-0 5-4 1-9 6-8 2-2 6-0 2-0 9 -0 ]-0 8-0 2 11- - 10 -5 J -5 -. 7 -5 1-5 1 - -8. 9 -5 J-l TABLE "0" 12" TWIN-VEE PANEL SLOPES SKYLIGHT. MINIMUM SLOPE IN FT)' PANEL ~~~~Al LIVE LOAD AND EXPOSURE ," RATIO lOR 20R JaR 20 20 20 30 40 0.018 0:1 0.250 0.625 0.500 0.375 0.250 0.250 0.250 0.375 ALUM. 1:2 0.250 0.500 - 0.250 0.250 0.250 - - 0.020 0:1 0.250 0.625 0.500 0.375 0.250 0.250 0.250 0.375 AlUM. 1:2 0.250 0.500 0.500 0.375 0.250 0.250 0.250 - 0.027 0:1 0.250 0.750 0.750 0.625 0.500 0.375 0.500 0.625 ALUM. 1:2 0.250 0.750 0.625 0.500 0.375 0.250 0.375 0.500 0.040 0:1 0.250 0.750 0.750 D.75O 0.750 0.500 0.750 0.750 AlUM. . 1:2 0.250 0.750 0.750 0.750 0.625 0.375 0.625 0.625 0.015 0:1 0.250 0.375 0.375 0.375 0.250 0.250 0.250 0.250 STEEL 1:2 0.250 0.375 - 0.250 0.250 0.250 - - 0.024 0:1 0.250 0.500 0.375 0.500 0.375 0.250 0.375 0.375 STEEL 1:2 0.250 0.375 0.375 0.375 0.250 0.250 0.250 0.250 . NAXIUUN SLOPE 1 INCH PER FOOT. .. FOR 20PSF I.I'IE LOAD OF SNOW LOoIO AREA. lON. SLOPE IS 0.250. PER FOOT. 'Ro REFERS TO RESIDENTIAL PAllO (:(MRS. _m uc. - SINGLE SPAN TYPES - 8' fLAT PANEUI2' TWIN-VEE PANEL ... 03/0' llC 1'&. (416) .n~ 435 lIIS'l' 200 1lO1mI' P.O. BOJ: lno. PAR&WDM, UT. !U7tll AW1ET BUllDtNG 1'!loOuC11I. INT 227 Town East Blvd. Mesquite. Texas 75149 ~ Tel: 214-285-8811 - ALLI1E"5 I.C.B.O. E.S. EVALUATION ~POOT NUMBER 2228P -"" D9503-3O OJ .) . I, ," 3/8" lJll sau:w 0 24' O.c.. [A. lJll TO P9OlA1E EIlD OF RKml 3' IlIN. PREBORE 101 lIl'.. USE sro. 0Jf WASHER ltIOER H&D f fllQ.OSED !HI) LENC1H 5 l!SS 1ltIIl 1.31 l1llES PROJECTllN. FOl ADJl.ISIAIIlf _ R.IIl. EHCt05[I) l'1PES SIWI. HI.1/[ ONE fa FOR I.'IERl' r -8" OF PIIOJ. FIJoSHI<<; lPI04H.. UIlEICl.05ED srru: SIWI. HI.1/[ ONEOf'8saFIIRtllJNCS.IlSCllE1lFOlI.'lERl' 5'-0' Of P!lll.EC11lJN. sau:w...., EN1Dl f1lOII BOTTOIl. CAUI.J( WN.J. FASCIA 'I - ,i WALL FASTENERS M.--r- ~AlJ' LIVE TRIB. RESIOENT1AI.. ' I COIIMERCIAL .I' ~ lOAD WlDTt WIND SPEED\i.lPH) , 70, 80 It 90 110 80 "ll"1t"C", 110 "C" _ :.J NOTE: IIAXlMUII J PSF 1m : l'1:;oti-" --::::<i COlUMN SPACING WHEN /_ _~ _ USING THIS STEEl I 10 2 '12 0 24'0.C. f12 0 24'0.C. 1/4. BOlT. ~ " fOOTING SIWl. NOT, T " EXCEED 871: Of mt:T 3 " AWlWED BY NOTE 16. . i:~ : ~:~t ~2.25"X2.25"X1D ~ ~ T STEEL .w;u:. ') I .../" V '. 6 12 0 16.0.C. 24 0 24.0.C. , ~ ,j' 20 0 2' O.C. 20 0 '60.C. V 6'XII"X1D GA., 7 'I V STEELPlAIL t I 8 ~ '24 0 16"O.c. I. 11' r I ,( 9 16 0 160.c. -. STEEL FOOTING II 10 20 oro.c. ~ NOTE: fREESTANDING FOOTINGS ARE ClASSED AS I] 1015 I ~ UNRESTRAINED UNLESS SURROIJNl)[D BY OR POURED' 12 0 160C. 12 0 16 C. 12 0 16 e. 12 0 160C Willi A 3 iii' SIJ8 THE FUll ARfA UNDER THE ROOf. 20 2 li6 0 24"O:C. 16 0 2:~:h 1~6 0 2:~:~ 16 0 24.0:C: ~~ I 3 I I ~: ~:~t SEE NOTE 12 fORe I I -I 160 IS c.t. PAINTING REQ'II1S. :n z' i 4, t '20 0 24.0.e. .....:z , 12 0 160.e. 20 0 160.e. 0 160.e. . L . .. 'Il.., . '" '""'" ~.."""'! m "'"'" ..... ~ J C!J:t.: ,_L-~I~- ~~~. 6 I I '240 IS'O.C. r 2-1/2"X12' ANCHOR "';"f,,_L: S! 5 1tQo ~ ~ I X ~Ti!i 2 OF 1/2'"X12' ANCHOR BOlTS OF RODS ~N z' BOlTS OR RODS lOC- ~,-l-:.-J-- ~ \l1Vl..... 7 , .... '" lOCATED APPROXlIlAID.Y I' '" 3' FROII -:;; ATED APPROX. l' '" 3' ';,' ." '.',' l!? - i!' ~ 8 '20 0 16'0.C. '20 0 16"O.C. '20 0 IS.0.C. 2 OF HllTl J/8"X2.5' KBII-BOlTS APPRO'IED FOR THE BOTTOII OF THE POST OR STOP POST ~. FROM THE BOTTOII OF '-'.C',';' ~ g!li ~ ~ ~ ;!; ~<> 3D 2 12 0 160.C. 12 0 160.C. 12 0 160.C. 12 0 160.C. 665# IIIN.UPUFT Wl1H STD. Pt.ATED CUT STEEl. WASHER. AT TOP OF FOOTING AND USE BASE : . = THE POST OR STOP ',' '.' '.' ~ ~ ~ ~ ~ 8"",.<: IS 0 24'0.C. 160 24"O.e. 160 24.0.C. 160 24.0.e. SEE NOTE 22 FOR SPECS. AND AlTERNATES. 'lrUDMENT AS SHOWN IN UNRESTRAINED ' . "'..; f'-t POST AT TOP OF FTG. ',' '.'., "" ~ <> ~ "" 9 I:; ~on i 3 " 0 160.c. 14 0 160.C. 14 0 16~.e. 14 0 16:~.e. fOOTING DETAIL .' I;: VI on AND USE BAS WELDIlENT .".. <( d...... 0 0 il! 0 20 0 24"O.C. 20 0 24"O.C. 20 0 24"O.C. 20 0 24'O.e. EX1STING SWl IlAY BE USED IF IN GOOD '.:'"g:; ~~ AS SHOWN IN UNREST- '.' ',' '.':Z"';ooVl-<-> lrOi 4 20016.0.C. 200,60.C. 2DOI60.C. 20016.o.C. CONDITION AND APPRlMD BY THE BUILDING 0FFlC\Al. ," . ," '.'. . e v;! RAINED FTG DETAIL I C f 2' 0 2' O.C. 2' 0 2'"O.C. 2' 0 2'"O.e. 2'. 2' O.C. (ATTACHED TYPE ONLY.) :";. ".'\' - .. ) 5 t ~ ~ ~ EXIST I J FOR FTG. SIZE I NG SLAB . FOR FTG SEE TABlES fOR t 6 '240 16"O.C. '120 16'0.C. '120 16'O.e. '12 0 16"O.C. SIZE SEE I (VlIIH POST EllBEDOED) FREESTANDING TYPES 6.5 t ~ ~ >< J. SQ"X' l,!JCKSfAN POST ATTACHED TYPE RESTRAINED FOOTING' 40 2 '120 160.c. ,120 16=,?e.I'12 0 1(0.e. ,120 I(IY.e. OR J 4 AlUII. POST 3' SO. 1OGA. POST POURED FOOTING 120 0 24"O.C. '20 0 2'"O.C. 1120 0 24"O.e. '20 0 24"O.C. 2 _ 3/8' BOl~ " ' 120 Ol(O.c. 20 0 16:U.c. 1'20 0 Is-n.C. 20 0 IS O,C. , .'. J HfAVl' DUlY 2 _ 1(2 BOLTS' __ _.,. _ BASE WELDIlENT SEE 3 1240 2"0.e. ii. 0 24.0.C. 1 '2. 0 24"ii:C. 2'. 2'.0.C. ~~ POST FlANGE KIT S1~ j~'x~a:~POST, PARTS DETAIlS OR EIlBED 1 4 '20 0 l6"O.e. '20 0 16'O.C. '20 0 16'0.C. '20 0 16'O.C. ., SEE TABLE ~ POST' OR 3"SQ. ~STRE~ ~ DETAIL ,\ 5 '240 16'O.C. '24 0 16"O.C. '24 0 16"O.e. '24 0 IS'O.C.I ON 09503-25 IOGA. POST AND . I ci ~ FOR ANCHOR SIZE . . ... BASE WElDIIENT. 3: \ 5.5 ~ ~ l l-1 I;: ~ USING 1WO ANCHORS .,; I;: III -:;;' 12-0 ~:o.c. 12 0 I&:O.C. 12 0 160.c. 12 0 160.e. ; \5 ~ ~ DIA. OPPOSITE WITH ; gs ~ ~ NOTE;SEE WELDIlENT ~ 60 1 14 0 2'"O.C. 14 0 2'"O.C. 1~4 0 24"O.C. 14 0 2"0.C: I ~ G\..... STD. PLATED CUT .... G\..... DETAIL ON 09503-2J z; [2 '20 0 \60.C. '20 0 160.C. I2D 0 WO.C. 20 0 n:o:c. STL WASHER FOR ANCHOR BOlT 0 1'- '2' 0 2'.0.C. '2. 024"O.C. 124 0 2'.0.C. 2' 0 2'.0.C. I FOR FTG I I FOR FTG I SIZE AND BOlTS :I: ~ d i 3 '2.0 16'0.C. '2. 0 16"O.C. '2. 0 16'0.C. '24 0 16'0.C. , .. ....- TO POST SEE AlSO .. [ SIZE SEE SIZE SEE NOTE 21' IIIMJU fASTENER EIlIEDWlT: '12 - 1 1/2', '14 - I 3/4., '16 - 1 7/8' TA8I..ES TAIllES' j',20 - · 1/4', '24 - 2 5% NOTE: FQOTN;S SIZES USING TABLE B OF THIS SHEET ARE SllIllAR TO lHESE EXCEPT THEY ARE SIIAillR I, AND ARE POURED WITH OR SURROUNDED BY A J.5" .CONCRETE SlJ\8 THE F\A1 ARfA OF THE ROOF. ',' ',' ',' TABLE B i (ATTACHED TYPE ONLY) (ATTACHED TYPE ONLY) I ('MTH SURFACE IlOUNTED POSTS) FOR FTG. SIZE FOOTING SIZE SHOWN ,II FREESTANDING TYPE SEE TABLES FOR IN \lAIN TABLES ~N '1 POURED FOOTINGS WO SIJ8 RESTRAINTS) FREESTANlING TYPES FOOTING SIZE (CUBE) WITH UNRESTRAINED FOOTING SlJ8 PER NOTE 2J. ~N)l 1 I I' lIAX. NOTCH IlfJ'l1il HANGING RAIL WALL CONNECTIONS IlE.\SlJRE PROJ. 10 HIRE sn rllU fOR _ 01Sf. ~ fA';..l . f1lOII POST UIE TO sn TIlU ON EXIilING fAVL SHEET 09503-.l5. EXISTING EAYE IlWf1)llM!D F~ell 6' EJ11l\,IOED FASCIA ~ r I POSTS SHIU BE' 3' IOGA., 3' . SO. lllCI<SDM sn.. OR 3"X" M.UIl. If, POST QN.Y. NOTE; IH USIHG THIS OETAll NOTE: US!: ONLY EX1RIJllED FASaA lit: PRa'fR POST SIZE !HI) SPAClIIG OR _ R.Ill F PROoI. EXCEEDS WII1AlID ON DIIGS. eN< 8E fllUNO BY THE FOI.1.OWIHC: PROJ. . ENTERlNG lit: PNlEI. SPHI ~ PROJ. E.\{N 11 -0 THlXJGli THE ICTllIl WIDTH OF TH( STROCllJRE 40 8 -0 IlAY BE S&RAl P"'EL SPANS. fOQl1NG Sl2E 50 S -0 lI\JST BE INCRfASID 26% IN tICH 01-. 60 5_ -0 i-J PNlD.. IlOUfORlID F~OR 6' EXTRlJIlED fASCl\ /' /.1" / / , /' / ---I I GENERAL NOTES AlUll. DESIGN PER 1997 U.8.e. IN LA COUNTY l.IlINCOPORAlID 13. TliE 1.5' SCROU. CQ.UIIM SIWI. BE FASrn<ED TO Tl<E HE"AIlER BRICI<Ef MfA USE LA COUNTY BUIlDING lJ,WS. WITH ONE 1/4' BOLT AT E".lCH lUBE AND THE 8R.<O<Ef ATrN::liED TO ILl. FASTENERS AND WASHERS TO BE SlNNLESS. GAL\\\N12ED OR THE FASCIA BOTTOW WITH 2 OF 1/4. 80LTS 4 3/4' O.C. EXCEPT THAT CAD. P\AlID As.r.w. A-3D7 STEEL. RlR 6. EXTRUDED FASe" Tlf:SE BOLTS llAY BE OMTTEll IF TIlE TEE 0_ SToIHDARO 1.5' OIlNN HOU: IN FASe" FOR E.'IDlY 100 so. FlANGE IS INSERfED IN THE .....1lNG SlOT Of THE FASaA AND CRII1l'ED FT. OF ROOF 0R.Il1WlE N1fA IN PlACE COtaElE WIX: l' llAX. AGGR. 5.2SK/cu., 7.5 f'A../'il<., 1'. THE 3.... AllJU. OR 3' SO. lllCI<SDM POST SIWI. I![ FoIST[Nl]) TO 2000" rc STANllAAD. TH( CONNEcrOR Of TO THE INsalT WITH 2 Of 3/1f BOLTS !HI) THE SlJIl; SAND, SUY SNlO, ClAYEY SNlO, GAA\U. SAHIlI' GAA\U. CONNEcroR TO TH( BOTTOII OF Tl<E FASaA WllIl 4 OF 1/4' 1IOlTS. OR ROCK. IlfARING 1000 PSf IllS!;. IU. fOQ11NGS 11) EXmlD RlR THE SNGt.E"(NOT BoICK 10 BlCK) EXT1MlED 6" FASCA 'IERf. eaow fROST UNE. THE STRVC11JR[ llAY 8E FOUNOCD ON nUfD 80LTS IlAY BE 0I0l1lTID F THE TEE fL\HGE 5 INSERTED "'0 CRlWPED GROUND ON\.Y WHEN SlJCH nL11'AS BEEN PlicrD A CONTROUfD IN PlACE AND POST SPIONGS ME REDUCED TO 71lS OF THE V.IlUE COWPACOON AND HI APPRlMD BENlNG VAlUE ESTABUSliEO IN SHOWN ON 095OJ-'. ~ It 7 fOR THE R.F. SCROll POST 8'-0" HIGH. ACCORllANCE WITH TH( l'1PES OF SO~ LISTED. V.TERAl BE1RING 15. INSTAll. THE QJP SCREW FJffiH!SI FROW lit: FIoSClA fIRST. 100 PSF PER fT. Of DEPTH, BUT FOR STRUCTURES 1JIL\FFEC1[J) 16. WHERE THE STEEL FOOTING 1lETM. 5 USED, POST IIAY BE OF Nrf T'/I'E BY GROUNO IIMlIDIf V.TERAl BE"ARING P1lESSURE 200 PSI' PER SHOWN ON THE TABU: _ PRO/lOED THE POST SI\lOIIG IS FOOT Of 0Cl'TH. UIIITED TO THAT T16UIAlID RlR THE 1.~. R.F. SCRlll CQ.UlIN TWO C(J>!ES OF PUll PlAN AI() WAll. 0EfAllS OF THE JOB SIWI. 9'-9. HIGH BE 5IJBllITTEIl WITH tICH N'PUCATION. ClRQ.E POST SIW:1NG, 17. FOl TH( J" 1OGA. POST USE THE WEI.OOl c)p FOR THE SlNGl.E FASe" PANEl. SPAN, OETNtS It Efe. ON IU. SHEETS TH/J F1T THE AND THE HEAVY DUTY POST fL\HGE lOT RlR lit: FIoSClA il'CK 10 Il\CK, PAIl11CUl.'R Jell. FASTUl TO tICH FASaA WITH 2 OF 1/2' IIOlTS AI() ~ FASTUl INSPECTlON tllLE SIWI.. 8E DRIllED BELOW ONE lJll SCREW TO HfAVY IlU1Y POST flNlGE KIT TO POST WITH 2 OF 1 It' 8OLTS. VERIfY STID P05ITIOH. THE H<U SHAll. 8E lAAGE ENOOGH TO III WN.J. fASJEN[RS: sa TIlU ON 09!lll3-26. 09503-28 OR HfREQH. CEIllER lJll IN lit: SI\JD. 19. FOR ATT~ ST1lUClIJRES 100 '10 s.Il. SCREWS 1M E".lCH PNlEI. IN' WHERE TH( STIlIJClURfS WIll. BE USED FOR REQUIllEIl IlISIIlOOI.Il ~ REQUIRED BY T.4lU5 ON SHEEr O9!lll3-JS. SOlEWS SHAll. BE ~ PAA1<IIG TH( flOOR AND ORI'IlWAY WIll. BE PA\'ID WllIl 0lST1llIIU1IIl /oS l\ULY ~ P05SllIL 3.5' THICK ASPIW.T OR CONCllETt _ 8E1WEEIl A CARPORT 20. R.F. FASCI\ STIfTIllER ...., BE DElDED IF TH( POST SI\OC1NG USED IS NlO OWEUJ!<G SIWI. NOT lIE 01'ENIIU. NOT IlORE 1lWl 9611 OF THIJ WII1ATED RlR THE B'-o' HIGH 1.5' tICH lNSToIlVJ1ON SHAU. wa AN 00lfIfY1NG T.oG GMNG THE HAllE R.f. SCROU. POST. !HI) oIOORESS Of THE lWlUFtOC1UlER, TIf: /<PPR<1IAl NUIlBER, THE 21. INSTAll. POSTS AI() COLIMNS 6TICAl. OESIGN lJI[ 1.lIIll. WINO 'orulCIlY AND EXPOSURE. 22. Hlt.n K811 - IIOt.T SHAll. CQNFORlI 10 I.C.B.O. EVAl.UATllN SER'IlCE. INC. SPECIII. REIlU\REllEIfTS FOl P.400 ST1ll)CTI.IRES: . REPOIlf NUIl8ER 4821. IIln KWIK CON a FASIDOS SHAll. CONfQIlII (A) llAX. HEIGHT It -0'. EJlC[PT 10'-0. llAX. IH LA COUNTY TO LC.B.O. E.S. E.R. Ho.5256. POURED IN PlACE NCCHOR IIOlTS SIWI. UlCINCORI'ORATE MIfJS. USE HEIGHT _ WHERE LESS. BE EIIBEIlOOl ~ FOlI.OllS: 3/B' - 3', 1/2' - 4', 5/8" - 4', (B) fOIl US!: 11TH GROUP II, GROUP R-3 OR S1IGL OWEUJ!<G 3/4' - 5', 7/8" - 6'. AllERllAlE AIICKlRS /<PPIllMIl FOl UNITS 1M GROUP R occt.PAN:lEs. EQUAl OR GllfATER 1lITHllRAM. '/AllJES UHOER A CURRENTlY - (C) NOT TO BE USED ~A I;IIlrrNlLE ROOII. CAAPORl, OR GAJtIGE. I.C.B.D. E.s. EVAl.UATIJN REPORT IIAY BE SlllST1TU1ID IN fOOTItG. fREESfNlOING l'1PES SHIU 8E SEPARAlID FROW Q1IfJl 6U1UJlNGS SIlILAR SlJBSTIlIJI10N WAY BE IIAIlE FOR WAll. fASlENERS f BOTH STllUClVRlUY A DISTANCE OF l' IIIH, , ell IIAY BE ATTN:HED AlON; WIIl1IllAWo1L !HI) SHf,\R ARE EQUAl OR IlE1IDl. SPECW. INSPECTllN Nrf EDGE MIll 1/4' lJll AlT~ AlONG LOHGER SlOE 00 FOOfINCS ~ 10 5[CTllH 1701 IS NOT RfQUIllED. QU.IlJfY ~ A7TJOED TYPE. . 2J. FOOTING SIW'E 5 A CIJIlE; I<<7WMR. A C'/IJIllIl1CAl. SIlIPE WAY BE POSTS EII8EDIlED 1M CQHCREI{ SIWI. BE P.<INTED ON lit: EXIUl1Oll. SUBSTlMID f THE 0EPlH !HI) DMlETIll IRE. gs LARCER 1lWl THE THE INSlll[ TO BE PAIMTlD f1lOII 8OTTOIl TO It' -. GR.lll[.. PMIT TAllWoTED CUBE SIZE. FOR FOOTING _ 80lTS sn SlID SIWI. lIE COIlRQSOl _ TYPE. IIRAO<ET IS owmm WIelE 09503-25. FOIl FIlO1WlGS ~ BY A ].5' SI..4II TIf: fW. POST IS ElllIEDOEIl. AREA OF THE ROOF. SEE TA9..E B. OR sn OETM. Of SI..4II ON SHEEr 09503-24. SI..4II 5 PERIlITTED 1M PlACE OF FOOTING WliERl: COLUlIN OR POST SP.cE OOES NOT EXCml THAT SI()WN FOl THE R.F. 5CllOU CO\.UlIN 8'-0' HQl. 1. 2. 3. .. 5. 6. 7. 8. 9. 10. 12.. -t-r r- HEADER BRACKET, FASTEN TO SCROlL COlUMN Wl1H 1/4' BOlT EACH TUBE.. N.J.: 8 OF 110 5.11. SCREWS PER BRACKET 2 EACH SIDE OF EACH TUBE. ~COlUIIN IlAY BE EllBEDOED 9' IIIN, WITH BRACKET FASTENED i ' AT LOWER END, OR Willi 1/4"X6' ~ BOlT OR ROD I' MIN. FROM END, ~! fACH TUBE. :;;1iJ ... N l7I SEE NOTE 22 FOR SPECS. AND AlTERNATES. IIAX. FTG. SIZE - AllOW UPUFT fA. CUBE W 0 SlAB 19 325 20 35 24 665 POURED FOOTING , (SCROll COLUMN ONLY) SEE NOTE 12 FOR J lOCKSEA/oI POST, \PAlNTlNG REQUIREMENTS 3"X4' AlUII. POST, OR J' SQ. 1OGA. POST: CONNECTIONS 1.5' RJ. OR EXTRUDED SCROll COWIIN lOCKSfAN POST AND CONNECTOR. J"X4' POST AND CONNECTOR. SPACING NOT EXCEED THAT OF R.F. SCROll COL 8'-0' HIGH. 1 - 3/8" BOlT FOR J" POST, 2 - J/8" BOLTS FOR 3"X4' POST. HILT! KBD H1lTl KBD RiLTiKBii FASCIA HEADER BRACKET, FASTEN TO SCROLL COWIIN Wl1H 1/4' BOLT EACH TUBE. AlT.: 8 OF 110 S.II. SCRE.WS PER BRACKET 2 EACH SIDE OF EACH ME. J\-,/2' MIN. FROII " lOFBOlTTO , .:. END OF POST (TYP: GOOD BUILDING omCIAl. 2 OF HILTI 3/8"X2.5' KWIK BOlT D (WITH STD. PlATED CUT STL WASHERS) 4 3/4' O.C. APPRO'IED FOR J25# UPLIFT EACH. SEE NOTE 22 FOR SPECS. AND AlTERNATES. (ATTACHED TYPE ONLY.) EXISTING SWl IlAY BE USED IF IN CONOO10N AND APPRCNED BY THE (SCROll COllhotN ONLY.) EXISTING SLAB J' OR TO ~~ ry r ~. . " c... e. ~ " 5.680' 5.650' oc I[t(- IIATERIlL: 6061-T6 AlUlI. UlT.-J8lCSI, WIN YP.-.l5KSI 5" ALUM. C-BEAM & SPLICE FOR 5" I-BEAM fE l0" .- IIAIERI\l: 6061-T6 Al.UII. lA.T.-J8l(SI, Mill YP.-.J6KSI 7" ALUM. C-BEAM & SPLICE FOR 7" I-BEAM .~ LL~'7~ --. IIATERW.: 6061-T& AlUM. IA.T.=J8KSI, WIN Y.P.-J5i(SI ~ IIAl!llIAL: 6061-T& AlIIM. UlT.=.l8KSI, WIN YP.=J5KSI 5" ALUM. I-BEAM ---,~ >>-~ r1i 'l --p.oo~ I'" J.OO' ... I --EJ} IIAl!llIAL: ....U1/.6OlI1-T& I .. J.OO' "I 1EJ} .140' .ll9O' 7.fX1J" 8 .a 1:; ;; .100' .170' 1lll' ~ 1 l' Y P.oSOKSI 5860' I - .. MATERIA/.; 6061-T& AllIN. IAJ.-J8I(S1, WIN Y.P..J5KSl 3x3 ALUMINUM COLUMN IIATERIA/.; 6061-T6 ....uu. ULT.=38I<S1, IlIN YP.=J5JCSJ 7" ALUM. I-BEAM 3x3 STEEL COLUMN IIATERIA/.; 1Ill6J-T& Al.UtoCIIlIl ULT.=JCKSI, IlIN. Y P.=2!il<SI SIDE FASCIA 6" EXTRUDED 10" ALUM. C-BEAM & SPLICE FOR 10" I BEAM 1...3.00'", ~ -EB USE 2 PIECES 20' LONG MATERIAL: 6061-T6 ALUM. ULT.-.:l8KSI, MIN. Y.P.=.:l5KSI 3.5" I-BEAM SPLICE 10" ALUM. I-BEAM 130' J r~1 11..{J 4.000' 4 . I" "'I I'" .000"1 --EJJ --EJl lIATERIA/.; ASTIl A-500 CRADE 'g'. Y.P.-46K9, ULT..62KSI SIl: N01[S 2 . J. 4X4 STEEL @ COLUMN ----jl.OCl}-- ~'875', 1 J.fX1J" .250' I""!::: -.1 1lAITRW.: ASTIl A-446 SIm YP.=401CSI. HOT DIP CAlV. OR .lOD4-1tJ6 AlUM. UlT.-J5I(S1, MIN. Y P.=28KS1, SIl: ND1[S I, 2,t J. 1...---"0 3X3LOGK-SgAMf COLUMN tIt IlAn:RIAl: 606J-T61l.U1/. UlT.-JOICSI. I/lIl YP.-ZlICSI AWNING RAIL 7/16' HOLES FOIl J%llOLlS USE 1WO 1\J1IS WlTH SCRllU. WORK TO F<XlII ORIWltNTAl COlUl/N. 3X3 EXTRUDED Pua: J' Fwa AT TOP EXTRUDED ROLLFORMED ALUMINUM CO WHEN USED AS IlE.III IIAIER~ 605J-T6 AlUI/. IIAIER~ .lOD4-HJ6 AlUI/ . LUMN lIATDMl; 606J-T&AlU'" I!lT.=lOlCSI. IlIN. Y.P.-25I<SI IA.T.=.15I<SL IlIN. YP.=2BKSI ULT.=JOI<SI, MlII. YP.=ZlI<SI' Sf( NOlI 1. 3"X4" ALUM. POST OR 1-.5". TUBE FOR ORNAMENTAL COLUMN 4"X3" TUBE BEAM 1.JI' ~ ~D] tj~.~N lIATERIAL; JOO4--H.l6 AL.UIl. W.-J5ICSIIlIH.. Y.P.=28ICSI 1IONESS=O.Il4O' ~bOO.t-- +=11.00''-- , ...... 6.00 SEE ALSO 1l.TIRNIlTt HOOK TO lfFT. lIATtRl.ll.: 606J-T& AlUII. UlT.aJOKSI, IIIN. YP.-25KSI HANGING RAIL 4X4 EXTRUDED ALUMINUM COLUMN IIAIERI\l: .lOD4-IlJ6 AlIJM. UlT.-.l5I<S1, MIN. YP-28l<SI O.05O'1ID. SIl: r.Orrl._ SIDE FASCIA 6.5" ROLL -r:DRMED W1DTH=W5. llAn:RIAl: 606J-T6 Al.UIot.. W.=JOKSI, WIN. YP.=251<S1 3" LOCKSEAM POST CONNECTOR 1.375' t---1j .tt;J .125' 1 ~F I " 5.000' "'I --EJJ MATERIA/.; ASTIl A_~oo CR1DE 'g', YP.=42ICS1, ULT._S1 5X5 STEEL@ COLUMN , ~:i:l ~~8 ~, WlDTH=IS o~ FOR EXTRUDED I' 1~~. ~;;u! -1.40' 1.' n i WlDlll=l.5' I, FOR RDLlFORMED FASCIA \ MATERIA/.; 606J- 16 1l.Uu. ULI.=JOKSI, IIIN. Y.P.m25l(S1 CLIPS ',' -.I n] I.... '.560' EO I lLNGHT.lo" lIAn:RIAl: 606J-T6 1l.Ull. UlT.=JOICSI. IIlH. YP.'25ICSI. 1IlICI(oQ.055', EllCa'T 15 NOTED. HEADER BRACKET fi30: , .08' '08~ 4 - 9/32' HOLES ' FORI{4.BOl~O 1.08 TI' 2 ~/8 O.c. -----,. ~ ----jl-:.,~~, .../ UAIDlW; 606H6 Al.UIL UlT...l8KSI, MIN. Y P.=J5KSI. l!NGlH=2.JO' 3"X4" POST CONNECTOR " fi ALTERNATE R:.F. ' HANGING RAIL. 1~"08 .6.1. . I ~' b ,.08' .. :,;~r~iJ~ 25/S.0.C. _ ___ :'1 4~ I .... 2.JO' ... M.\JERlI(.: 6OlIH8 AlUI/. UlT.=38KSL IlIN. YP..J5ICSI. UNGTH-2.JO' S' 'l.:OCKSEAM POST INSERT 5l r'" .625" ~ ~ ~ ..; on ..; ~ '''' 8.000. "I --EJJ lIAtrRlll.: ASTIl A-5Illl CllADE 'g., Y.P.-42KSJ, UlI.-56KSI 6X6 STEEL @ COLUMN MAn:RIAl: '606J-T6 AlUIf. UlT.=JOKSI. IlIN. Y.P.=2_ l!NGlH='6.. (2 PIECES) LOCATE THIS SPUCE /lJ Ql - 2'-(J' or INlERIlII POST. 4"X3"X1 /8" TUBE SPLICE . 1_ J.2S' .../ IIAIERI\l: .lOD4-H.J6 AlUM. ULT.-.l5KSI, MIN. Y.P.-28KSI 0.050' THICIt SIl: NOt[ I. 6~5"- ROLL -FORMED-FASeIA lIATERIAL; 606J-.T6 ....UI/INUM ULT.=JOKSI, IIlH. Y.P.=25KSl. 3.5" I-BEAM , 'dO +r ., ~.Rwo.I-~" ~:I;" ,L 0 0 COI.UMN rn>E WElD ,. INOTE:. . F1>>l V~ or IlAS[ PlATL I COI.UUNS N() ANCImOGE. SEE TA8lf 'A'. lIATtRl.ll.: 606J- T6 AlUWINUI/ UlT.=JOKSI, I/IN. Y.P..25ICSI. 6" EXTRUDED FASCIA GENERAL NOTES I. .....IERNATE AlUIf. ALl.OlS IIAY 8E USED PIlO'tUD lllEY IIlE AECIi1Dl(J) WlTH lItE AlUII. ASSOC. AND HAVE Cl.WlAIfTEID 1lIN. UlT. t TENS. mD SlROCllHS BlUIL TO QlIIETTER lIWl mE SPECflm 1Wlf. THC10ISS IMlK:ATID IS IlAAE IIEtIl. MINUS rrwwa: IS -511. 2. ~ CF. (COlD FOIlIlED) UCHT GIG[ STm TISTED AS PER AST.... SPEC., GlWl. MIN. YIElD AS NOTED. THCKNESS IS BARE srm. MINUS TOL!R.INC!: IS -511. 3. ~ SIm I/[II8ERS 10 8E CAlVANlZED Ql PAINTID WITH APf'lllMIl ma PIl1lIEll NIl EIWla fNSH. 4. WELDS: EOO OR E70 D.I:CTROln. WE1.OOl OllIUflCAOOH AEQUlRIllEIIIS. WEUllIIl PROCEDURE AND lIEWNG EUClTlODES SH!U OMORII TO U8C 2209. IEI.DING lllI. BE PERFORIlED BY CEl!TIIlm llElDERS UI<<R THE 5UPERYIS1ON or A SPECI1l. INSPECTOR Ql III lItE SIClP or AN APl'RIMD FA8RICA1Olt A CfJl11f1CAI[ or F-'lIlI:ATION FROIl THE SHOP =:c ~ ~ ~PalT FROIlTIE SPl:CI1l. IIlSPECTOR t F-'lIlI:ATaI SIllU. 8E = SPECIII. SECtION 1701.5.3 t 1701.7 PER u.8.C. 5. FASOo\ SIU:E: SPUCE IS FW. STRD<<ml AND lM'I lIE I.OCATID /lJ IN( POHT SP\JC[ IS 2'-6' L.OIIG AND IS FASlENfD WITH 1/4' 100 SCREws IN CROOPS or J LDCATID AT I', 14', 18' t 29' fRaj ONE EIID TOT.... or 12 F1>>l 6.5' R.F FASClA, , 011 J'-o' lDNC WlTH ~. SCREWS l.OOOED,' Ir 19" t J5' FROII ONE END FQl 6' EX1Rl.OOl FASCa. ' , ~ ~ ~ l . ~. '" ~i 1!! lil- ",lIj ~j 6. COUPOHENlS WITH NOlI 6 ARE NOT SUPPUED BY AI.lUET 7. WIOE "0 5.... SCREWS ARE C\LL[I) FOR AT SKYlDiT ill> THEY SIllU. PENETIlATt SKYUCHT PANB. AS wru. AS IoCEfAl ' PAHEl.. THIS lNa.uoES CLJ> SCREWS. 8. EllW'T FOR PAllO aMRS OCSICNED II HX1JlIW<<:E w/CHAll ON DL WIOE PlASTt PAN!lS ARE USED IN CONJtJNC11Ctj WITH THE 1l.UI/. Ql STIIL PANELS mE PlASTt NI[). SHIU. NUT EXCm) 25% or THE FlOOR NIfA COIERED, TIE PI.AS1lC NI[j, SHoIU. BE CONSIllERED IN UNITS NO'! TO EXCffD 100 sa.fT. or PlmC AND SlJl?l UNITS SIllU. 8E SEPllRATID FROIl r.oot 0THEIl BY 11 lEAST 4 -(J' AND 5IIAU. I<<JT 8E INSTAU!D _ 8'-(J' Of AN EXIERIOIl WIti LOCATDl IIHEAE ClPfHNCS ARE PROIlIIlITID lR AEQIJR(D TO IE P1l(JTECTID. THESE I'RlMSIJlS IRE IN oICC01lllANC:( lII1If THE 1997 U.8.c.. 9, THE IW. FOIllIfD _ RAIl. MAY BE USED IN Pua: or TIE IXTIlUllED TYPE FOR SI1l\JCTURB or THIS REPalT 10. ~ ~CI!QlSNo. 5IIAU. CONf"ORU TO Lc.il,O. EVAWlTION ~~, 4827. 9.00' 6.50' S/16"XJ"X7. STEEl. PlArr PER ASTIl ~ . 1.88.:- --:.B8'r-- ONE 1/2' BOLT HOLE r.oot END EllCa'T FOIl J.5' HlfAU USE 2 HOlES r.oot END. ONE FlJHC[ lIAY lIE R[lj(N[J) F USED ON ENO POSf PfllMOOl Br.\II ~ 16 2 ~0 .3IJ',"" OVERIWlC IS 2'-0' OR LESS. ].501' HCU5 FOR 2-1/2' BOtTS. 1IATIRw..: ASlIl A-J6 SIm lII1If RED OXIDE PRIIlDl SEE NOTE J 4" HEAVY DUTY POST FLANGE KIT .@ J'SO. tOGA. POST FOR CONNECroi TO FASClA, NlD J.5' I-Ilf)Il ONLY. SEE NOt[ 3. WELDED CAP @ HII.TI K8I 8 4 1 K 00 88 l NOTE: ~/8"X4' A BOlT V8' OWIE1EIl lII1If 4' EUIIEDIIENT. 'RE~S SPEtIAL IICSPECTJ)lf 22' ~j.. 18' .-i I 1/2'PL [lJ];O ASTIl Al6 9/16' MIN. PlATt i:l1!! THCKNESS ASTIl-AJ6 o 4~.ltl88' POSf. WlTH ]"SQ.1OGA. 1/4' 4-1'll9' HILTIICII-II BOlTS POST NO UNOfRCUT or ~~ FOR 'lOW) PEIlImED. _/0 SI'Etw. INSPECTDt BASE WELDMENTS FOR FREESTANDING MODELS @ : NOT[; FOIl PlAlI SIZE NIl WElD SEE TIllE 'A' FOR COl 1YPE "G". FREEStIHDINC IlASE WELDUENT FOR COl.UI/N TYPE 'C' PATIO COVERS, CARPORTS, AND COMMERCIAL CANOPIES - PARTS DETAILS ut. - ~ . .'. I _.~ , 'r' , 1 C 1 1 g'-2' 1 18i1o c - llW4 18126 I 1 18XJ7 18X28 21](21 C 8'-11 1 18lOO 24X24 C - EXTRlllED FASCIA - PATIO - iO, 10 & 1O PSF UVE LOAD j UC. - IU.1.MET BUILDING OtJCTS. INC. /27 Town Eo.t Blvd, ~esquite. Texa. 7514' rei: 214-285-8811 ~T NLt1BER I ~ ~ - - - - -~12'-9' 9' 12'-0. 10'-0' 8'-4' 1-1 6'-3' 5'-T I i f I I I L SPACING. FOOTING SIZES AND COLUMN TYPES FOR EXTRUDED FASCIA H~-10' ~ 3 ~ 'I J I, - 1 COL 9'-10. 12' AlUII 6061-16 S'-5' 1 I 1 1 !!i , x19 llW4 1ll21! CWJIlN TYPES: wrJmT ~.5" SQ.XD.OJ2" AUJIIIIUl 3OQ4-HJ6 TUBE SCROLl CllllW6 , 8 _ 2 - 1.5' SQJO.OU' AUJIIIUI 6063-18 11J8E mlU CllIMNS H c _ " SQJO'- M.\MHJlI JOO4-H3B I.l)ClCj[IM 0lllalN o _ '" sa. fWIED EXTRUOEO ~M 6063-11 COI.IJoIN ~: ~~~~2'~~~i~ ClllMN.1#I G _ 3"SO.1O.134' 5Im WIS COlJ.UI. H _ 4"9l.xo.15' ALIJoIIIUI .1-16 Cll.lJlN. I = 4"9l.lO.1815' S1tIl A-5OO. Gal<< '1l' (XlJJIIN. J . ,"9l.llll.IIl7:i. STm. A-:lOO, GMJE '8" COl1JIIN. SlRONCEST K _ 8"9l.lO.25O" 5Im A-50!. Gal<< '1l' COl1JIIN. NOTE: 1HE ~ lLlJlW.osu: COlUIIIIl'lPE IS INOICAIID II wu:s. SI1lllNOOl Cll.UIIIIS w.y BE SU8S1lTUllD FOR llIE ClIll.YCS _. 1; fiE' t I 7 tlllQ8 18X29 8'-1 PATIO 4 5 6 7 8 9 10 11 12 13 14 15 1 1 16 10 1 17 1 11'-10' I 18 1 11'-6' 1 8 19 1 11'-" 1 20 1 10'-11' 1 20.5 10 10'-10' 12 - 4 5 6 7 8 10 11 12 13 / ~: wrN<ESr A. 2 - 1.5' SO.llO.032' oWIG..... 3004-H.l6 1\JllE SCROll. COUIINS I j 8 D 2 - 1.5' SOJO.D&2" ~ 608J- T6 lUBE SCRllU COWIlNS , C D J' so.lIll.05O' AlUI/IUI 3004-HJ& l.llCKS9iI CllWlII , O,a, J' so. Fl.UlED OO1lIlDED ~ 6063-T6 l:ll.IM (": E ,= J" SO.llO-05Q' SlID. A-446 GRAOt: 'C' lOCI<SEAIl COlUllN. HI "F''''J'X4"XO.I25' /lJJlj1HUll BoeHl BOX COl..lJllN. G a J'So.lfO.I34' STEIL A-618 COl.UIlIl. H a 4"so.1lO.15' R.UIlINW lI061-T& COlUllN. ~ I a 4"so.lflI.I87:l' srm. A-5OQ GRAOt: "8' COl.UIlN- N(Jl[: M WEAKEST AU.lJWA8l! COlUMN 1YPE IS INIJCAIm II TAlUS. SJR\JIGER COWIlNS !MY liE SIIlSIlIUlED Fa! TI€:' COllNlS SHOlIIl. - , WAY BE USED TO g'-g' HElCHT 0 _ or 671 or Ca.UMN SP.<CINC SH(7otN FGl "lwaMuM AWlWAllI! ca.uMH SPAcING WHEN ATT.\ClO rO SIJll' OR fI<E "lwaMUI/ COUJIIN SI\ICING' IS _ IN fI<E TAlll5 F IT IS llSS 1IWI 671 FOR SWl A1TICHMOO SPN:lNG. "1lAlIlIlUII CCl.UIIN HEJ;HJ = 9'-10' II' AlIERNAIE J'SO. X 0.120 AlUM 6061-T6 COL . fI<E "\walIuM AU.OWABU: COlUMN SPAON: WHEN ATTACHING TO SlAB" WAY IClT BE EXCmlED WHEN ATTACIIINC TO A COICREfE SlAll. F!HIS SPACINC EXCEEDS 1HI.T SHOWN FOR WIMUM CCl.UIIN SPAQNG' IN TAllIIS lIlOl USE THE 1.fSSOIl. I I j 4 ,__ n' . _ - - ---- - ROlL-fORMED FASCIA ~ PATIO -10, 20 a 30 PSF LI - ~ S) "'7'7~ r lIOO I ''''''. O,E. - PATIO "4'""-""1 SPAN HT. COLUMN SPACING ~ C -Ln) (IN) 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - \ 13 - 14 - 15 - 16 - 17 - 18 - 19 - 20 - 20.5 13 12 10 5 <:r> 4 9 8 7 6 COLUMN SPACING~ FOOTING SIZES AND COLUMN TYPES 12Xl mi4 iiii2 12XI2 16X16 16X16 16X16 16X1S i6ii6 i6ii6 18X1B 18X1B 18XIB 19X19 l&xlS T8Xl8 19X19 19X19 ill!i 21Xll Tffi9 19XI9 21X21 ill!i 19X19 ~ 19X19 ill!i 2JX2J ID2f 21XlI 2JX2J 21Xll l!lli ~ 21Xll 21Xll 24X24 21X21 21X21 24)(24 c Ii '8 ~ A '8 C Ii :ft c Ii '8 C '8 jj C '8 '8 C " 11'-6' 1'-r 1'-4' 9'-4' 1'-1' S'-I 6'-4 1'-1 7'-6 r-4 - - MAX. eOL SPAC WHEI ATT. TO SlAB (FT) 12'-6' 10'-0' B'-4' r-l' 6'-J' - 5'-7 - 5'-0" - 4'-6' - 4'-Z' - 3"-10 t Ii B C Ii '8 10'-2' '-0' 12'-0' .:=.J ~ -81' 9'-9' - 9'-2' - 6'-g' - S'-4' - 6'-2' IN) iX3l 18X3l 11006 ~ 11002 laXJ4 laXJQ ISXJ2 i8XJi i8i29 m,g 1llXJ4 laXJQ 11002 i8XJi 16X29 11001 TBm 16X29 .!mJ. lam lam laXJI lam JIm lam 18X2a 18XJO 11002 18X2B I8XJO ram 18X2S i8XJij llOOZ 18X28 18XJQ 11002 G l' l' l' l' l' l' 1X20 '2X22 21X21 21X21 2JX2J 22122 22X22 24X24 2m2 22X22 24X24 2JiIT 2JX2J 25X25 2IDJ ~ 24X24 24X24 26X25 24X24 24X24 27X27 :x IS'-9' - il~'-o. - 12'-6. - 10'-a. 9'-4. B'-4" 7'-&" C 6'-10 C B C 6'-J' C B C 5'-9' C B C 5'-4' C 5'-0' 4'-B" (FT) lJ'-5' ",-4' " -,'''' c. SPACING FOOTING SIZES AND COLUMN TYPES FOR ROLLFORMED FASCIA ~ '" "" "'" / // I( I "I 1'~1 ~! I I '" '" fl "," ~~ go' l!'ll 'i: ",,,, '" " 0::1 W fi~ :I: a.u ~ 0::'" 00 '" ..... N".t MBER OF COLUMNS NG LENG1>1 VARIES-DEPENDS ON ~~R\-WlG . 25" OF ~~~ sPlICI MMIIoIIJIoI 503-2'2 FOR COLIJIoIN SEE 5>1. 09503-3 l>1RIJ 09 FOil AUOI'lAoPIlOVf:CITOI; ~ SUlI "OLE PANa OF PANf:L PANf:L SPh.SPANS Sf:f: Sf/.S 09.~ANS END FASCIA LJ ~ ",,3-30 TH 1I1N. SLOP, ~A', IlU - J4 _0 ... /I:T r""-..(l SPAN . \^" oF COLIJMNS PENOS ON NUMBER . 33" Of cT\l VARIES - oE: OvER~~pp.CING LEN COLUMn 3 l>1RU 09503-22 NG SEE S>I. 09503- FOR COI..IJIoIN SPp.C\ FASCIA Hf:AOER END FASCIA >lEADER BEAIoI j(, R PANEL 5', 7' OR 10' WF Bf:AIoIS D950J-3 "THIlU 0950J-22 FOR COLUMN SPACIN MAX.- OVERHANG OF 33% COLUlAN SPACING 'Ii X I j" 18" MINIMUM POST EMBEDMENT .), i' f' OPTIONAL 3.5" CONCIlf:TE SlAB MAY BY IJSEO FOR PAllO S"fRUCTURES. SEE SH. D9503-3 THRU 0950J-13 FOR AlLOWABLE SPACING WHEN ATTACHING TO SLAB. : FOR COLUlAN EMBEDMENT SEE ~L_ --_1_---" 5>1. 09503-24. r-----y--- I , , , I , 'J FOR REOUIREO ATIACHf:D FOOliNG L--___l._--- SIZES SEE SH.S 09503-3 "THRU 09503-22. PRCMOf: 1 1/2" ORAl 2 SPAN ATTACHED STRUCTURE ~1iJ TRIBUTARY WIDTH TABLE A *TRIBUTARY WIDTH ~MBr1~W FOR INTERIOR !IN. OF lAULTI FOR SINGLE BfAM ATTACHED UNITS ~ SP2ES PROJECTION PANEL IVFRHAJ G FT FRO~AlL -n 1.0 2. I' 3.0 4.0 .0 IDSP . . TRI VTNlY WlTHl RF IN MAIN 1 ","rs TRIB. ~ 2.0 l.O I ~. ~. 4. 2.5 1.5 I .0 6. .0 ~. 6 4.0 ~. 6.0 r:S' 6. 6. 4. , 8. 8 4.0 4. .5 8.0 0.0 8. 9. 9 ~. 5.0 11. ,. 10 .0 .5 1 12~5 1 .0 11. 11 0;;5 .0 11. 14. 1 .0 ,. 1 6.0 8. 1 ,. 1 .0 14.0 14 7.0 7. 8. 9.0 1 .0 14.0 17.5 14:15 16.0 1 8.0 9.0 9. Tn.5 15.0 '~ 1 .0 1 .0 fl, 1. 1. ,. .1 ,. 1 ,. ,. 11. 12. ,. 1. 1 18 .0 ,. 11.0 11. 12.5 18. .5 1 .0 20.5 19 9.5 10. 11.0 11. 12.0 I .0 14.0 1 .0 2 .75 1 .0 22.0 20 10.0 10. 11.5 ,. 3l :ll 84: .0 .0 .0 .23.0 r;ll fn.O 125.0 2 13. 3. 14. I .0 ,. 4 I 14. 14. ,. ,. 5 I 1 16. ,. 6 ,. ,. 26.7 17.5 'WHERE THf: TRIBVTARY WlO"TH ENOS IN 0.5FT.. VALUES ON SPIIN TABLE w,y Bf: INTERPOLATED. llQ!E; I fOR IN1ERIOR BEAMS OF lAULTIPlE SPAN TYPES (3 OR MORE PANEL SPANS). TRIB WID1H IS EQUAL TO PANEL sPAN. TYPES W1TH .'l OR MORE PANEL SPANS ARE REFERRED TO AS lAULTIPLE SPIIN TYPES. SPECIAL ENGINEERING IS REOUIRED WHERE THE "fRIBUTARY WID"TH EXCEf:DS THE MAXllAUM SHOWN IN THE MAIN TABLE. j ) ILl 0:: ::> ",g ~~ g~ ~ ~~ W ILl :I: 2'" ~ ~ 8 ::I ~ 0::0:: ef? c....... FOR COWMN EllBEDWENT SEE 5>1. 09503-24. L___l_---J OPTIONAL 3.5' CONCRETE SlAB REQUIRED FOR CONSTRAINED FOOTING rOR COLUlAN SIZE AND FREESTANDING FOOTING SIZE SEESH.S 09503-3 THRU D9~03-22 FREESTANDING TYPE "A" STRUCTURE LD4ClH VARIES. WVC. lfNClH DEPENDS ON NUMBER OF COLJJIIIN$ END FASCIA SEE SH.S D9503-30 lHRU D9503-34 FOR ALLOWABLE SPACING ANO OVERHANG. PIINEL OVERHANG. SEE SH.S 09503-30 THRU D9503-34 FOR AllOWABLE. COlIER PANEl. LEDGER ] __J~~~~~~~H~~ 0P'l10tW. J 1/2- COHCRETE ...... MAY BE USED FOR PAllO STRUCTURES. SEE SIl. 0950.-3 THRU O95OJ-l. FOR AU.OWABLE I SPACING _EI'l ATTACHING TO SLAB. , I) l_____l.....""----- FOR REQUIRED FOOllNG WHEN CONCRETE Sl..HJ w,Y NOT BE USED SEE SH 09503-. "THRU 09503-22. ATTACHED SINGLE SPAN CANTILEVER STRUCTURES FOR COLUMN EMBEOlAENT SEE SH. D9503-24. SEE SH. 09503-3 THRU 09503-22 FOR REOUIRED COLUMN TYPE AND FREESTANDING FOOTING SIZES. MULTI-SPAN ATTACHED COMMERCIAL STRUCTURE (MAY BE Df:TACHED FREESTANDING WITH AlLOWABLE OVERHANGS AT EACH END) STRUC'ME TYPES WJ.c. ~,I;;)~= P.o. BQI: ll?O P: UTAH ..781 ~ "!?' ,.. 1. 2. 3. GENERAL NOTES 4. DESIGN IN "'CCORDANCE WIlH THE UNIFORll BUILDING CODE, 1997 EDmON. "'LUlAINUM DESIGN IN ACCORDANCE WITH LATEST EDmON OF ALUlAlNUlA ASSOCI...TlON'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORlA BUILDING CODE. EACH BUILDING PERMIT SHALl.. BE ACCOlAPANIED BY TWO COlAPLETELY DIMENSIONED PLOT PLANS SHOWING EXACT LOCATION "'ND SIZE OF EXISTING ...ND PROPOSED STRUCT\JRES. DESIGN LOADINGS: A. CHAPTER 31, OMS/ON III P...TlO CO\IERS: UVELOAD: 10 POUNDS PER SQUARE FOOT 20 POUNDS PER SQUARE FOOT 30 POUNDS PER SQUARE FOOT WIND LOAD: DESIGN BASED ON TABLE "'-31-A. 70 MILE PER HOUR WIND SPEED - WIND PRESSURE _ 1 OPSF. 80 MILE PER HOUR WIND SPEED - WIND PRESSURE _ 13PSF. 90 lllLE PER HOUR WIND SPEED - WIND PRESSURE _ ISPSF. 110 MILE PER HOUR WIND SPEED - WIND PRESSURE _ 23PSF. UPUFT: DESIGN BASED ON TABLE ...-31-.... 70 lllLE PER HOUR WIND SPEED - WIND PRESSURE _ 10PSF. 80 lllLE PER HOUR WIND SPEED - WIND PRESSURE _ 13PSf. 90 lllLE PER HOUR WIND SPEED - WIND PRESSURE _ ISPSf. 110 lllLE PER HOUR WIND SPEED - WIND PRESSURE _ 23PSf. (7S~ OF ABOVE UPLIFT FORCES FOR STRUCTURES LESS THAN 10' HIGH). B. COMlAERCIAL STRUCTURES UVELOAO: 20 POUNDS PER SQUARE FOOT 30 POUNOS PER SQUARE FOOT 40 POUNDS PER SQUARE FOOT WINO LOAD: EXPOSURE 'B" (PER llETHOD 2): 70 lllLE PER HOUR WINO SPEEO - WINO PRESSURE _ 80 WILE PER HOUR WIND SPEED - WIND PRESSURE _ 90 lllLE PER HOUR WIND SPEED - WINO PRESSURE _ 110 MILE PER HOUR WIND SPEEO - WINO PRESSURE _ EXPDSURE "C' (PER llETHOD 2): 70 MILE PER HOUR WIND SPEEO - WIND PRESSURE _ 17.36PSF" H<1S' 80 lllLE PER HOUR WIND SPEED - WIND PRESSURE _ 22.60PSl'" H<IS' 90 WILE PER HOUR WINO SPEEO - WIND PRESSURE _ 28.66PS1'" H<1S' 110 MILE PER HOUR WIND SPEEO - WINO PRESSURE _ 42.72PSF H<1S' COMBINED HEiGHT, EXPOSURE AND GUST fACTOR COEFFlECIENT ce: IS 0.62 fOR EXPOSURE "s" AND 1.06 fOR EXPOSURE "C' PER TABLE 16-G. PRESSURE COEFFlECIENT IS 1.3 HORIZONTAL !N ANY DIREcnON PER TABLE 16-H, UPUFT: EXPOSURE "B' (PER llETHOD 2): 70 lllLE PER HOUR WIND SPEED - WIND PRESSURE = 9.37PSf H< IS' 80 WILE PER HOUR WIND SPEEO - WIND PRESSURE _ 12.2PSf H< IS' 90 WILE PER HOUR WIND SPEEO - WIND PRESSURE _ IS.48PSF" H<1S' 110 MILE PER HOUR WIND SPEEO - WIND PRESSURE _ 23.06PSF" H<IS' EXPOSURE 'C" (PER llrn;oD 2): 70 lllLE PER HOUR WIND SPEEO - WIND PRESSURE = 16.03PSF H<IS' 80 WILE PER HOUR WIND SPEED - WIND PRESSURE _ 20.66PSF H<1S' 90 wILE PER HOUR WIND SPEEO - WIND PRESSURE _ 26.46PSf H<IS' 110 MILE PER HOUR WIND SPEED - WIND PRESSURE _ 39.43PSf H<IS' COWBlNED HEIGHT, EXPOSURE "'ND GUST fACTOR COEFFlECIENT CE IS 0.62 fOR EXPOSURE "B' "'ND I .06 FOR EXPOSURE 'c' PER TABLE 16-G. PRESSURE COEmECIENT IS 1.2 UPWARD fOR OPEN STRUCTURES PER TABLE 16-H. NOTE: EXPOSURE "B" HAS TERRAIN WHICH HAS BUILDINGS, FOREST OR SURfACE IRREGULATlES 20 FOOT OR lAORE IN HEIGHT COVERING AT LEAST 20 PERCENT Of THE AREA E)(TENOiNG ONE MiLE OR MORE fROM THE SITE. EXPOSURE "C' HAS TERRAIN WHICH IS FlAT AND GENERALLY OPEN, E)(TENDiNG ONE -HALf lAlLE OR lAORE FROM THE SITE. 10.16PS1'" H<1S' 13.22PS1'" H<IS' 16.76PSF H<1S' 24.99PSF" H<IS' HOW TO USE THESE DRAWINGS: DETERMINE STRUCTURE TYPE AND LOADING CONDmONS. WHETHER PATIO OR COlAWERCIAL SEE SHEET OQS03-2 fOR TRIBUTARY WIDTH. ONCE THE TRIBUTARY WIorH HAS BEEN DETERMINED LOOK ON THE APPROPRIATE TABLE FOR THE HEADER TYPE USED (SEE SHEETS 09503-3 . THRU 09503-22). THESE SHEETS WILL PROVIOE THE MAXllAUlA COLUMN SPACING, fOOTING SIZE PER TYPE AND MINIMUM COLUMN TYPE USED. V...RIOUS CONNECTIONS AND PARTS ARE USTED ON SHEET 09503-23. CHECK PROJECTIONS WITH PANEL SPANS ON SHEETS 09503-30 THRU 09503-34 TO 0 'RlAINE PAN THI KN S AN HANGS. DRAWING INDEX SHEET No. 1 3 4 DESCRIPTION 9 1 11 12 C. 01< C. 6 27 N T - PAN F RW M N PI . 30 I 33 CONCRETE lAIX: 1:2 1/2:3. 7.5 GAL. WATER PER SACK CElAENT. fc-2000 PSI 28 DAYS. FOOTINGS HAVE BEEN DESIGNED FOR ClASS 5 SoiL. ALLOWABLE SOIL BEARING PRESSURE OF 1000 POUNDS PER SQUARE FOOT. STRUCTURES SUPPORTEO BY F1.AGPOLE TYPE COLUlANS ARE NOT ADvERSELY AfF"(CTED BY ... 1/2 INCH LATERAL GROUND lAOVEMENT. fOOTING FOR THOsE STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABLE LATERAL SOIL B~ING PRESSURE OF 200 POUNDS PER SQUARE rOOT PER fOOT OF DEPTH. SOILS OF ORGANIC CLAYS OR SILTS llUST REQUIRE... SOIL INVESTIGATION AND SPECIALLY DESIGNED fOOTINGS. FILLS MUST BE PLACED UNOER A LABORATORY CONTROLLEO COMPACTION SUBHECT TO APPROVAL OF THE BUILDING OFFICIAL. . ALUlAlNUM BOLTS TO BE 2024- T4. COllMERCIAL STRUCTURES MAY BE USED fOR PARKING Of MOTOR VEHICLES PER LOCAl. SUILDING CODES. CHAPTER 31, OMSION m P...TIO STRUCTURES MAY NOT BE USED FOR PARKING Of MOTOR VEHICLES. , FREESTANDING STRUCTlJRES llUST HAVE SPECIAL ENGINEERING PRIOR TO 8EiNG ENCLOSEO IN ANY I.tA.TTER. STEEL BOLTS SHALL BE ASTM "'-307. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS w.y BE USED. STEEL FASTENERS SHALL BE EITHER STAINLESS, GALVANIZED OR CAD PLATED. HIGH STRENGTH BOLTS SHAl.L BE ASTM A-32S, ElABEDED COLUlAN SURFACES SHAll BE CLEAN ANO FREE FROM OILY SURFACES. CONCRETE SHALL BE A M!NlllUlA or 3.5 INCHES. THICK AND NO CRACKS WITHIN 2'-6' OF COLUMNS. COLUMNS SHAl.!. BE SET BACK A lAlNllAUM Of 4" FROM EOGE OF SlAB. CONCRETE SHAll HAVE A MINlllUW COllPRESSIVE STRENGTH OF 2000 PSI "'T 2B DAYS. 18. P"'TIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH CHAPTER 31, DMSION III Of THE UNIFORM BUILOING COOE. 17. HEADER SPUCES SHALl.. NOT BE LOCATED NEARER TO THE ENO or THE STRUCTURE THAN THE FIRST INTERIOR COLUMN. 1 B. PATIO STRUCTURES I.tA.Y BE ENCLOSEO WITH OPEN lAESH INSECT SCREENING ANO REMOVABLE TRANSLUCENT FEXABLE PlASTIC Of NOT MORE THAN 20 lAlLS THICKNESS OR OF 1/8" RIGID PlASTIC SHEET. 19. SCREEN ENCLOSURES DESIGNEO FOR LATERAL LOADS PER OESIGN LOADINGS. CHAPTER 31. OMSION III p...no STRUCTURES M...Y BE USED WITH THESE SCREEN ENCLOSURES. THE 30 POUND PER SQUARE rOOT UVELO"'D STRUCTURES ARE DESIGNED LATERALLY rOR WIND LOAD AND 1/2 THE SNOW LOAD ACTING SllAULTANEOUSLY. STRUCTURES MAY BE ATTACHED TO RAFTER OVERHANGS PER .SCHEOULE. PATIO ENCLOSURES I.tA.Y BE "'TTACHED TO 3.5 INCH THICK CONCRETE. SlABS. ALUMINUM IS NOT TO COME INTO CONTACT WITH STEEL UNLESS THE STEEL SURfACE IN CONT"'CT WITH ALUMINUlA HAS BEEN. PAINTED IN ACCORDANCE WITH U.B.C. STANDARO NO. 28- 1. STAINLESS STEEL. ALUWINIZED. HOT OPPED GALVANIZED OR ELECTRO-GALVANIZED STEEL PLACED IN CONTACT WITH AL'JM- INUM NEED NOT BE PAINTED. i . " ~~~ U~ 5. 6. 7. B. 9. 10. 11. 12. 13. 14. 15. WF BEAW NOTE: STRUCTlJRES loIAY BE EXTENDED INFINITELY IN DIRECTION OF BEAMS. lE1<arH VAIltES NUll!lER OF" ,.,., - DEPENOS ON THRu ......UIINS SEE 0950.3-22 FOR"~ SIl.s 09503_3 ......UIIN SP"CINr; !lVEl!"t:No 3'l: PRQ.J. WF BEAM COlIER PANEL HANG , SEE: SH I 09503_3 . Ru 09503_3.. ..--- --....- FOR FREESTANDING FoonN~S ; ~-- ! ANO COLUWNS SEE SH.S I I 09503-3 lHRU 09503-22. '-"-...__.l.....-J FREESTANDING TYPE "s" STRUCTURE 20. 21. 22". 23. FASCIA HEADER LENGTH VARIES-MAX. LENGTH DEPENDS ON NUWBER Of COLUMNS ON NUllBER OF COLUwNS. SEE SH.S 09503-3 THRU 09503-22 FOR ALLOWAIlLE COLUWN SPACING. ~ f:mu..( !.... ! ! ) ~ f"OR REQUIRED FOOTINGS ~___n~' SEE SH. 09503-3 lHRU 09503-22 OPTIONAL 3 1/2" CONCRETE SLAB rOR USE WITH APPENDIX CH. 31, 01\1 III, PATIO STRUCTURES ONLY. ATTACHED PATIO AND COMMERCIAL STRUCTURES OPTIONAl. 3.5' CONCRETE SLAB fOR USE WITH P...TIO STRUCTlJRES ONLY. RA F: IA. M OVERHANG - 33>; OF COL I 6", 7' OR 10' WF BEAM GENERAL NOTES - smucTrne TYPES ..J.e. TS. :-.=).=: ,. P.O. Ilcm Q'IlI P...... ur: ...., A L~ MoE T I.C.B.O. E.S. EVALUATION REPORT Nl.t1BER 2228P ~d3-1 " , ""', " 13 '" ~g I ~; ~ iu f:l "'15 x 2" ~ ~~ i ~~ ~~ END rASClA LEDCER 13 ~~ 'r Uu ". ii1~ ~ f lii~tl ou", ~ ~ ~~~ e~~ lI' J !i~ g31 ~o VI'" '" 0" i~ "'''' 00 ...... ~~ -- .. -- -:io MEMORANDUM TO: Raul M. Rojas, Public Works Director FROM: Marian P. Shaw, Civil Engineer IV, Subdivisions DATE: April 13, 1999 SUBJECT: Encroachment Permit Application for 215 Niles Place Amercal Awning Structural posts for canopy in the back of sidewalk t~~' /JAI\- / ~\1J> \()' i~ Engineering and Traffic staff have reviewed the attached encroachment permit to allow the installation of structural posts for an overhead canopy at the back of the sidewalk. The site is located at 215 Niles Place. The applicant has provided proof of appropriate insurance coverage to Risk Management. Based on their review, staff recommends approval of the permit. S:\PERMITSIENCROACHI215 Niles Place.wpd xc: Applicant Reading File Construction Inspection W-l~03