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RICK'S RECEI Y NarrePOQOni\ CUSTOM FENCING & DECKING JUN 12 2021 1 iiii3 St) Mderbroak- G[r wrtjW.RicksFCncing.com CITY OF TIGAHU _ '"�s.Y.(14A__g9'2.1-y 3 1I/r1 *,,r- tt a r ,---- /• SCR 1k : 3/32' _ 11 Tc U-k-A#= 1S111D G 016 130 ci / 4 tii -----,/ NI Q.k, 3 03 \ANS l'5' 62.Do' .56 --_ k2 LIABILITY \>eiU.'. 5c The City of Tigard and its way 3 employees shall not be V) il: iesporsible for discrepancies —_. OFFICE COPY which may appear herein, . 5' CITY OF TIGARD Tic .VI' REVIEWED FOR ODE COMPLIANCE VALIDITY OF PERMIT ------\\----.--. Approved: [ THE ISSUANCE OF A PERMIT V OTC: [ ] BASED ON CONSTRUCTION pprOV@d I �° DOCUMENTS AND OTHER P inns Permit#• n OZ[ 2�3 DATA SHALL NOT PREVENT hail be Can "r' y Address•• � nti�� b(C. C ( THE CODE OFFICIAL FROM VI Suite #:• - REQUIRING THE CORRECTION BY: Date: —7 ; ( OF ERRORS.ORSC 105.4 .ti.,....,.,,w 'M.�. .. ..pan ,.... .,� ./' Mw t" '''S K1 (4\i> 0 , i . 1 , 0 ,,,,,CA 11, , . . r-, 01( ... tor a "VA."0 (") "7-4 O .wK .'g...... .Ta.�r. `— ........ ....._, ...._,.,... . (I) ... .. .,., 1+ «*.Y..iwya. ..we.w+.«.,,n+rron+..�..w.. .p...,N.y, • ♦1 73 C .. R... r:. ' CI) e e 0 i I 0 rniZ V I NI i -4....C7'. _ -„„„,,-,.... 4. co o 11 `0. � 1 i rx -) — `,�"r • .L.,VI,.,....., „.„.„"t ,14 • J U N 1 2 2021 CITY OF TIGARD l,,,".1_-,....iNG DIVISION , • - PATIO COVER SYSTEM AS MFG. BY. 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SEE I ' 'K T.INS TABLE S TO R£MED w CDRJUNCTI1t1 MTH DES.3543 DATE SIGNED:DECEMBER 17,2019 L IPTO. 3 FOR AESSTH ICALPROSES MS3 THE WAN 6�EOE NHS TABLE COES NOT A.N1t P Ts*30E WAIFS APE PRWOED y LENT L'SEE_ROTE 1 �,\BEAM+ SEE NOTE 5.RP - SEE NNE I RE CC.:-Ye4 OP ,PPERb5S 3OR TH A ARACIETPER V345 II� 1s Gfd%EER N TABLE 1-MINMUM NUMBER OF COL MISSIOA9330CERo,5CA9200 91 v PLAN YEW, - $ ISOMETRIC VIEW __._ RECILIMING TOP ATTACHMENT 943 !FAX 9. 142 PER 3/S83 ' 4 NOTES: $.PATIO CVPER s"9(Ny9N5 _112125 SSE E-POEX-SOLD PANEL STRIA:Re STHIEA I A e1 (,�T A SEE DESL71 A554APAO ROTE 4 OR COI FOE NATO ONE,.CONSISTING OF SOLO A SEE SHEETS SA/8 542 FOR BEMs PROFILES, 041-TOTE SHEET.DES/5N LOADS.060(60L NOTES 1Y'O COMERS AND;ATM(PRNOKi B.5EE REE',S4.6 FOR CO BEAN WORE OCCURS GO2-`APY0 APPROVAL B.HEIGHT OF_TINCT-.6E SF(TO TOP OF COKR)943E NOT EC OCR 12 FT. C SEE SHEETS 9/572 NO SBA..FOR TABLES 9054$MA6NAM EEAN SPNhS SI.I-50112 PANEL STRUCTURES-yes C.BEAU O4E6NAG'0Y SWILL HOT EXCEED 2"6 OF BENTS Al CLEAR SPAN. D.SEE WEFT 52.2 FOR REnUCR + BEAU UAALPAI SPAN WHEN{R NHRx1 RN OWE STS-SOL D PANEL STRIP TURES.TRBUTARY WDTPFS TO BEAMS E S STOEPTON_NO ONEwuTsC ALLONEW AT I BEANS CONNECTED TO SIDE OF M. LOESS S221.SOLD PANELSTRUCTURES SNCAY LOAD 0554+.PEED TO CONSIDER 0.SOLD DIVOT DYE14040 05`WALL NOT EXCEED 25S O4.ZCR a PP SAL COFER'S ORFT AND SLDNG DEs1GH TM E SEE SHEET 56A FCR BEAN CCA6ECTENE&DFTALS PANCENT CLEAR SPAN.(OR 24•INK AT FP,YLAC.PEt4:R S LESS). F.SEE SHEET S5-1 NW BUM SPIIA:E.^.,f-`A'. NOTE RECORD) W..'-SOLD PANEL STRUCTURES'Stow LOAD OESOAL SPAN REM/Crow TROULNiY NEON ARE AS 9401100 004 PLANE FACTORS OLE TO OWE AND SLONG iCPBTE50 N ��. ' •TRH.(Be+)A)1 ATLUFFNT HECK CLEAR SPAY P woo ST1A-sett)PANEL STRUCTURE S.ATTACHED:AVERS Na11Y1 a SPANS ANC ♦DECK OH 6 LEFT 1:.0133At?S MARALM FASTENERS ! 1 •me(HOC)-AR ARMDFNT 11ECX GLEN SPiw A SEE TA9L i ON TP6 BEET fp2 HfAAY AtILHlT lx POSTS fEOUREn Bk0.£D P1 S3.2•SOLD PANEL STRICTURES C90S5 SECTIONS W+AN DUE OE%RPDpt F.THE RAM P/L(COMER PROJECTOR WADED BY COMER UE3+L1h')•NOT NCTU�I,G OFOI( S33-SOLD PANEL STRUCTURES'DURAKAKiMAT6PAN MASAAUI SPANS AND C01FR DARNSIONS. FASTENERS OR BEAN O.ERNYIC.SHILL NOT OF LORE iW SHUT N 2.25 NEN USNC OESIOT FOR B.SEE ST S4.3 NOR CHUM 54 1-SOLO S4- SOLD PANEL STRUCTURES BEAM PRO LES ' OTAG-En FARO C91EeiA C.SEE SHEETS 91S1.2 NO WALK FOR TAKES SWANS MOONILY POST 509046. ' C.BE ROO PA(MFR. PROJECTION DNOED BY COER:2TSTN)CAN BE UP TO 40 S4.3 SOLD PANEL STRUCTURES COLUMN PROFS WHEN ITS IC COLLYN QC FOOTING WES AS F BC OMR WAS FREESTNCING. B.SEE SLEETS S6.r.NO S1A F(R POSTS COIeECT))IS 8 tEtAES. Sl.3-SOLD PANEL STRUCTURES COLUMN PROFILES I S44-SOLD PANEL STRUCTURES MEMBERS PROFLES 1 A fQRdDd6 S45-SOLD PANEL STRUCTURES-CONNECTORS <STR AEN DA@20 S4.6-SOLO PANEL STRUCTURES FAN BEAN DETALS Imo¢ CFAs:4 H 2 A SEE 9EETS 57.1 NO S72 FOR C0.5N CONEECTON TO FOUNDATION- SS-T-SOr*PANES S7RUCRRE5:SPTICF 5953643 se,.SOLD CAFPEL STRUCTUtES ATTACPAIENR 10 EX-STOAS BtA.DNO 1 A SEE SPEEC 53-EA#1C1 533 FOR DEC(P1.X1:.S MO WOMAN SPAYS- a SEE SCAN SPAN TABLES ON SHEET Sao,WIT NOSILY F00TNC 9TE fOR PAZp S62-SOLD PANEL SOWCRAES CO/RECTON40ETALS 1 L:AON FT '� B.SEE SHEET 532 FOR WRAPM£L INSIAA D STR:CTRRN.SINONEa•:PEACES YAIONILY t Rf4*OR1ID ON CINAYETE F007Nf.HASFD 0%REM/SPLT SEIECIED. 563-SOLD PANEL 55+410TJFE 5 CONNECTOR QETALS C SEE 57.1 FOR ALTER/WE FOOTNC FOES. CNE4ED IDS SPATES. S7.R-SOLO PANEL SMOGTWC S.FOUNDAiTONDFTAIS A SEE 9/572 10*ATTACHED PAT))COMER SUPPORTED EN SUB QI CRAW. 1 C.SEE SHEET S2.2 FOR REWCEKN OF SOLD OMR WAWA SPAN NEE OE9CNNG RR S72-SOLO PANEL STRUCTURES fOUVDATEN OETALS I STOW LOADS - seal-SOLD PANEL STRICTURES:BEAN SPANS AND f OtAOkTPOH SIZES we IAPNYIO 195 V 3.1.2 A SEE REST S3.2 FOR CONNECTION OF SOLD COMERS TO 4PPORHO BONS. NSF LUASL.Tao MPH C.SEE 9E'ET5 532.5E18562 FOR CONNECDON OF SOW COERS TO(E)WRONG CD t-ADDITIONAL STATE LCEPSURf STAMPS F.NSILILY SLOPE OF 93110 CECX CWf9S TO BE PER SHIEST S32. SOLID PANEL STRUCTURES: G.101111W SLOPE OF°UN:MELS TO BE PER FEET 532. TYPE A M I SOLID PANEL STRUCTURE TYPE A:ATTACHED SINGLE SPAN WITH OPTIONAL CANTILEVER S r 1 • Iwwu14211 WWII T48I1 OD .,_.•_ OM 330M S>NW 1En ... 0n 6 I 8 9 1 10 11 13 13 14' b 16 12 ( IS E 19 1 20 21 22 23 24 0 30 35 40 45 SD 55 60 6.5 70 I Is 6.0 85 94 95 i ILO 106 I10 I1.5 120 / 40 4*a 50 55 65 )0 7-5 t0 111 90 95 10.0 105 I30 Its 120 W RP 2 so '55 60 65 20 is 150 is 9D 9.1 sac 10.6 no ns uo W W W W DURALUM 1 60 6.5 22, TS 4O 65 90 9.5 MO 10.5 110 135 I20 W W W MP MP W • 10 T 5 40 la90 95 10.0 10.s 110 ley 120 W W_W W W eo W W 2485 RAILROAD STCORONA CA 5 60 8S 90 95�100 10S 110 11.5 120 PP MPW I MP W T W W W W W 92R°;; W MOT P10601114 SITE 5152011C OCi1E 1A lA1916040010. !7 ROUND 103010ERMY 000T116 00100E010051 155W91142115. PROJEuon J z $i971P0 k 161mN € sI DATE STONED:DECEMBER I7,2019 IIMOD SY=1 r2 IPA1+OIN. E t�.:ail4PE'i.�l�" ! 26030P O.SUITE 290 AX CA 22691 ( BEBE:TRIBUTARY OR M ME SPAS IS moo R49 SWA 0 FAX 949 305 1420 t TO CODER SPAN TO MITER SPAN 1 i IAV 3 1 1 TM t EXPRES ON JU NE 39 202' 4E,35>aa 4 t bang OWE4 0410169104 1 r r - 1 1 451E11004 -.. t 1 1 0 1 IAPM0195 V 3.1.2 E SOLID PANEL STRUCTURES 9 TRIBUTARY WIDTH TO BEAMS 1 1 1 L.. 4 1 S1 .5 SNOW LOAD DESIGN PARAMETERS .... 1_GXAM39�M inun HTAML2TON M[T.IFLESUM6$V 13111•0OP9MM6 i0YR 41019E 13WTO 6Y*MFE 0045E LAM*Ma)tU$41OR 131M1Rril.8MFTA 9Yl010 I.ME*SNOW W SOROS i9[CLWIMLSOS1M+1614[OM/9.11 YUivNnM MIMALWMAT...6YCSPRTOr:Y+Sltf 9FLPt.O25Rk.JR*1006 i 049030G 51(03.BRA :,�:�„ fi 'Quy,'$.C. 14c.,124=ESO OUSWIG MI A.r.,.LEr0ERT6WE LY MEE0)ri0WPG VYE CM BE MD GO COMM9EaS6RAE1tt06'JOo TAEOE%x; MYC)-9N6:-Ib.SWIM/2MOra (iipADSTHOW COAOgOO*15 RFFEREMLON RLS RtroR1)r� 20 ?S Mi % AO 50 SO 77 10--I, i0T5aMr06 SWNOsiA10StOEG t1wF N[:1 tokS.R'H0*0bOTarnukmsssocatKcxosM:'.IS ME,S[svon mlM>WEK AVoln xmkcocOSI.MD4eT0arac:Obr9 ^y.. _ 4 91141$325M4L NAiR[J 10 ON stRuCAL > ROOF S'EMWAD WIGS USED N INCUU 00657 10 A 21 252 302 333 3S3 42 56i OAS A5 I S 111Z9MOR9MrfAir MD SWIM Mt MI STAIOM,0117E ENTOEO ME SCOPE Of MS WNW M01<g01SYMWOK j 2.M*EMMEWOrAAWMM9SCF[DARMMUGHNOWIOAO:O Ifa0AT n[9TE n[NRiIrr0 Slott vSf1Nt CA AMOK 2OI TY Ea0401014l0104331[ILOIO TON ti*TO 60 SD*6151.00504.0166tRIUY*4[R A1atK0MRPR1HOM 005 MIL 110YwNr,9Ydtta*PStw.t-.0EiOq{AMMO,IAMA�VCOO4 1f WW1 uSNG 194SWn-069L.aN1015bpruwO6 FREO[60/130At A14:AEnRCRE 5NP1i4MOt.WOW X.wax<AT AA SCR<AAA via nb NT(.iT. OURALUM I i r 2435 RAILROAD ST, Ij CEEB:A...CS 9280? f 9617X4660 SNOW LOAD DESIGN CRITERIA:DRIFT SNOW LOAD DESIGN CRITERIA:SLIDING sEac (44,0k ° ti�tGWE'g19+ V.-,\ D sw PST DOES NM PEED 10 a CONSIDERED BOIOBO n SLOW DOES c E SOT w�rE�ia N �Sr'h r R05F��� FOR ME LELMAt OF ATTACHED COVERS N F E iFOR I PROPOSED FOSL ILK COHOROSS f FAD 24 O %UM21304S. AITACBFD 1.REN toff<Mgt AS PEPPED at DE 1A2aE BELOW Y n OM[R EEMOOED1.WEN ROOF SLOPE OF 01 BLDG.6 2Y.!24 DATE SSGNEL`.DECEMBER 17,2019 ".SLIER 1 CO OR MAMA r i S1.(AO waU tr-U .- 2 IS5-04 ANTS G52*0 ARE EBStMG LLB(G BLDG. 10 t 9 tJ,r-(AOORG SI Mi GUARDS REMAES SITE 074FMJFA/UN#1(` _A31) 20 TT 03SFMAR*E1ARt it(SOF*061 SFECIr ENC#FEBl1O FOR{E)MSG.ROOF. ` RECARELESS OF ROOF SEMI ©® I sffd` ,c `a 3 MIEN(E)ROOF SLOPE 6 MW TOWARDS 0� 2991 PROPOSED MOCKED:.muff RFCJRHP FSS OF .SLOPE. 26030 SUITE, 9 NO 36CA r ABSSION 00 (�SUMS gi 60 33 1 (E)&ate 1 I SAP AIN7FD ! ATUCED I M O OMER t / t ES CONAGU*TTOR 12(FRONT wEn CCNFGCWMgN}2( LEIFI TY EXPIRES ON RUNE 30.2(23. 1 REN90A 3 J ATTACHED COVERS O ATTACHED COVERS WAR DM C[SCROTOI `� IN T S. ILLS 1 1 ---� 4STE.40S OMt2O 5 S H 43 417 --�- OR5»x 3r '.i < I U 0E.1 RAMC FOR THE OEDOB'CRC DOES ROT NEED TO SE COF15i0ERSP -4 0) SNOB SLOWS DOES AO1 REED 10 BE CONSfl�D 1tw+so t.t 5tl SfOR Or RE EST0 66 CVMOS IN ME FOR DE DEMON OF FTEFS25*66.COMERS 0 RE I. PROPOSED Faums6c COF8TO1£ PROPOSED i F0E0NEG COROMM6: IAPMO 195 V 3.1.2 C,(71ER I 1.■IEN 5>20 FT.OR S 3 6.I.. t.➢4E <R h 5,CO S>15 HT. FrEESLMICMG SOLID PANEL STRUCTURES: 2.P1EM(E)ROOF SLOPE 6 PDX1anm5 SNOW LOAD DESIGN: PROPOSED 0130*u CORER,RFCMOLE55 OF NEED TO CONSIDER 011E1G a+nDN 61(4L_NE i CO6FGi1RATON it MEAD) SLOPE.SLOPE.r DRIFT&SLIDING DESIGN 1 I ,r :1 FREESTAdDRIB COVERS ®FREESTANDING COVERS S2.1 M.T.S. J NLS f REDUCTION FACTORS:FOR SNOW LOAD DESIGN ~ Sit MAMA*Al.UNIONALF W6UAOE0 9'A6 FOR SOLD ROD.TOWED ROOF PAFLS MID BEANS USED SR DE _ONSIRIXII*OF ATTACI(O RESAE.NTML AN)(TIYRRCAt COVERS 611151 If AOAISED FOR SIRES 2 AND 3 ODER DPXONIS FOR SNOW SLORIO MOOR ORFTMO DE5T1 ASS100'ITWi to.=20 fT.MAX INN,to AS 0€RED K20W.F W 6 YORE THW 20 FL,ORE 91ECRZ ENCSEt31PMC 6 IEOAEO TO%NEMEC DE REDULITOR FACi1RS. DURRL.U(:A I 5JSE Pt:LB=DIIENSIae DE(E)EIHIDO FROM EAT TO ROLE- !i TAME'.._ On APPLES IIYFl1 THE D.)ROOF RAS A RACE ION A SLOPE OF 3O GOWNS ATTACHED CORS-SOLO COVERS 2i85 RAl!ikOhf.ST, OR NM AS SNOW BELOW.AND SLOn10 TOMOS THE PATIO COVER. 1 ROOFPANELS SPANR6(11 WTFACTORS COZOTdA.IA 42BK1 *.__ .._..__. RRoie .wo>r.i 55,236.a"` i_tMnr AAAWt raw '---(---� (( i a�lTrl' 3IR(m^a�'/ f 314 ._.�. _ 1 °MGM FOR OSt ANO SUOnn tAFESS OMIP1 KR t/S2.t P tm I a ats i ttn A I A { LA #._ V F rcam�rH aes 1 am b I MI A A • A .. E0 RpF```� ANY i '1---/�"� i #_. .se Lco i ass I no I ♦ ,p ti}lfi .E'P Sig ' --^r/ `sl '____ I luttv+w ea an to A A I J Et•37f R[ ')` — - I Al2,311u en 1 0. n 11m A A_,....,___I A f _ (Ej WADING tW' y f , an.j,sus,an j Ito A J A 1 A FROPOSFD a, .._- rA.11Swt ea an#e an!+.m A A.i A. g• MOOD f i A ; S ! A A A w l Q,� COWER I ... Trtttwa6o a s i s f a a s e `4 r,' RQcF.l 181t7.TRTACCR tO WAS Ktt4 1O 1 TT' WAX* 8L H AlOa sozoos Rr roas so as DATE SIGNED:OECMREA 17,20)9 F AdA<Ind AS DEFINED M 3/52.1.SITE SC t7FIA1EE130 GDR(0)MC.ROOF IS REWIRES TO ENPLUATE l +U+ sOUn art*+T w>una+'r'ab NE WPH:T OFIDE AWTORBAL SLOW SAWW LOGO OR Tile{Z)R00. STS_F PER A 7-16,COMMENTARY Scamp wwR319 i C7.9. ye_EN Spoon¢ O3613111lGU6Tdiy#04[K:taieI - tnesnossnann 1GfOtMMcowman cony Ei d A CASE#T LA fLAl WORt OF(�DAMS1 'HS APPLES TO Ai ODER CASES. FjAT ROpS -- LESYii FOR CR 7 ty 7 TABLE 3 �Et"`cP•SPf4+` 6—.421/t<'i. t lc 1 ATTACAEO COVERS 26030 RCERO,SOTTE 200 REAMS SPANTi®OGTON FACTORS A;SSIO I VEJO.CA 92:591 i REAM TI'PE as tAo31o6tm 9%9.30S.t150I FR7:4M.�S.E42D (E)ERA i RT •IP .{3• Y nA{7I a{ . I A w ! 01.01166 iIPROPOSED ! tsz - u - o f as i*00 w I A ( w 1 • t7 -1 I a, ,ab ! A !� ESKs. wr>ER as t o as u ,I A A I.rr a�itv..... {o OA 100 A I A Al MO (E9C11 FOR OT6T I i T taE.M T 6.1 ai I us/!en A A A A l l! f ttu r Par aiiai( ai(1aA A 1 A E5 III w_ � BOB i u 3 Ad I u ..a i A . E7CPIRE6 OH-.ARIL 30.2021 w t'A7.*IR.a*O OA }S u j an.I ab� A 1 A ! A i 1 (E)B*5020 00 432.0O.0AII AlI A t A t --- i 9R� T� —S_2 A-�,- 1 - AV. w� aF>asnvl El �en _ xas s�o.Rs' r f 11 w A ) A j CORER RO TO3.11 AS OA an I 67 A A 1- A 1 -�--- S.aM i r 111 ! Salon) BAN MCA MAMA" nD u ( u N A II A ; A-is 1.0 #1 I _-. 1 w--f---t .slcrs. 43tc:a j611 vORsi...., 616 1 Rue 016 I aL i A , I I 800E 91 10IG RDWRRBS A91O can t�<31 SLOPE RI Air � i WI- vRxau DESIGN TOR Wild?AND 51DW16 MISS DIE PT PER TJS2.T ,.a snanERT on as)ai( as A. I A 1 A r , y C aTS.Ra:. I 911141 Y 3.< ? --"— Y-_ I ;AM atAA SA aaERT u N 8D i ab A A A M I i AA i TEST l iwa__I -I j _.i cTFas ea, ,i ! uteri v6s�trt A I A _>...A A w A ) h 1 AM6TE ) REN134 j , / A A A A A T A IAPA+MO 195 V 3.1.2 1 R«SiLVR@'RT i----/ _ 1_ i 1 (E)BLIORG t MWEMOdtSCETWftAlT aoack¢aT3 I SOLID PANEL STRUCTURES. T"`---'-- I a, IMBW3tmt0GTR.Gstneams 01141 tutrar-100 I SNOW LOAD DESIGN: ATTACHED -- SPAN REDUCTION FACTORS I DUE TO DRIFT&SLIDING 42Z t1�YSiCti Pl r s F It6O<tenet AS OL)BLO ad 3/52.I.9TE SPECIFIC ENG EEREs1 FOR(F)8176.ROOF IS RFOt7RF.0 TO VALUATE JC2.2 THE*PACT OF TNF ADDITION*9A41C SNWT 1000 ON DE(E)113)1F PER ASCt 2-16.:LMR6EIGARY SEVEN 0.9- 1 • RC4 FORT EO x L_> (E)Hoc.NF€AC OCCURS NEUTATED ROOF PEER //H/a!/Hlvv./.4 ,22E.:H!!H!I H!H v N1 � . ( Id�HHHHI!!!!!U/!1/!NH!%!//I/!/!!!I!!!//l!!U/!!HRLOCIOH/!H/6.TY!U/HI I�YN/(� TABLE 1-SOLD PANEL STRUCTURES / FASTENER SPACING SCNEEYA F E • SEE NOTES I AND 2 NINO 5Fi$S AHD DEMURE DL1RAL Lir./ RPROOF PANG 110IIA40 120( OO 130( t 8 C 8 C a c t z485RA1lRCY1Dsr. 3'-4024- A A A A A A • .� CORONA.CA 9 21 8) 4.25--002t' A A A A A A 4NeP 951.7364500 5-003O A A A A A 8 4.2Y-MOW A 0 8 8 8 8 1 800.-0.030" a__.a a 8 9' 8__ f �___"_-.__ 28 ��tp aROc�-,: f(jt PFBP w'0y'jINGE/1i %w 1) A 5 O.C.TOP CONNELxoa TO BEMs ? g �\ a f- S1R71Pr 7 it MC T89 CONECTTON R!OMER I 2) 0 4.0.C.FOP CONNECTION TO SEARS ' 9 o.c.T88 CONNECTION R NMLER 1A,4•x (,1g;Elm., f .'bLLW SSf WET 5[� ,E. CO J r` •� S A d_ ._...___..._ -.: SAY,SEE S1EE1S 54.i A 541 <✓,,-, Qti� OPBC102 DECQdMAE FAS7A DATE SIGNED:DECEMBER 17,2019 (1Y000.REAL OR rAne NTD) (-ITO SYS.TOP A BOTIOY. F.W0000 PEP •• ST1UC P3i 3/53S' /4-TEES IYf SPNTI: £0116DED [Y C•_ 9/S4.4 SLOPE , App PEA 3/532 7T3 CUTTER-I DPI.£"•F-\ E[ 2 ATTICHMOCT lC� s<�s 32'o.c fs.K FOP A ewTDW � . ENGINEERING 4 ANN PER Etfk A7wF 8: 17 O.C. OCCURSMERE , 26030 ACERO,S 203 PR 4/56.2 T _{ 1 ' /R x FS' aPT1DNat 949305.1 MISSION0I 941305.1420 P 12 o.c. Y OR Ar OR 6 TOP A 801T011 PYN-STRCCTIAZPt 1 `.ARk'NE,.SEE NOTE I Sc' EAR% • ( s �-SEW PER 34.1 8 54.2 4PSIORK t {3 x 8 BEAM WWI RA01 GJT:FA I 4 NUANCE SONS f sJ l -._._ MAx SPAN PER'PRAWN__ .4 W3.01E%tIM6 PER tiDFE TOP A WROtl 0.024'�' ` REPORT- NOTE 1 - 10 LW 51.a _ .-- Le$0 iP frCA 1 01 A ME ISN2 RP THE IP ROOF PAWLS USE)INE THE ME CWFR STRUCTURES FECOCi2ED w Fr85 EW.WEN REPORT 186E 8E A WHEW PRECINCT PER MPWo-ER-505. 03089.IN atom; CAI 0195 E$S CA-IRE-2410 O2 CES 5W220. A,} 2. IRE SLOPE OF TIE RP ROOF PANELS S}1ti OE PER THE tAPV0 OR FEW REPORTS LISTED ABODE.1ECOSIENDED 1HidAT SLOPE 6 3E•PER FOOT AC WERE MO DESIGNED FOR LNE LOADS,AND Jr PER FEET AT"DYERS DESIOES FOR 5T96 LOADS. ES S7SULATED ROOF PANEL(1RP 0 PISULATED ROOF PANEL ORM Us ��^ INTERLOC(ING JOINT N Fs N-Ts. E pis Ord JUNE W,zor P 1 4_IA P POE LIESC100030 __ 10 MO 0*9 92AP:,'PFR PATE _ .S4 SETS 8 [FT�1 FA END }8xY• 'S.ENCER FASTENER 'k- IL 191 5•Y WAX.APfi 6 SY O.C.VAX P lY 0.G PER 11f54[ SEE TAaE 3 Cr. FASTENER vOp t 1$•P EACN I 1 {4 11x PER PANFi wtERcoDa( ss.0 OR s3,F 'g'�'ER SETT TaatE a�r asTy.Ax, a-w #��- '- PINE Par-MCX 1 ' S3.TA DR ____ alF ,10,} } AITA WENS - . _ _. _ - __ YOAA'fA�+ xr1 71 WERE OCOMS. i { lsc*i-c [Es, PER 4 t3fTiER PER 54. S4.4 LAPM0195 V 3.1.2 S Cf SEIEET ROLE iSilk 3.1F.ANEL S BEAN PER 54.1 A S42 ROM ECHOED EEL S3.3 Silk 531F,OR 111J! (3 x 8 BUM SUDM') -W x r P EACH PER SHEET SIT,SS.IF ANC '*��' SOLID PANEL STRUCTURES: 53s CROSS SECTIONS III r i 1 ROLL FORMEsl PANEL.(tF) t R<h.L FORMED PANEL(ReTIN 53.2 ` <" •fAdTERCyGSCL+K f7 1R i NCR > AAI • ‘,.., ® 400_ ....t ft vgA'r. - qlgpigipt4 e a 8saaal0 - 4 1 "11Allin -----,77,— Irl,71. q 5. 09 1 11 §"- i g,,,liii!li F44;U,-471t2-1.::VI:“MtttUltiti:114'41Vilt \oto ‘. A iiRA0A g 5at 115 'EP 402r N4WellratTill1142M411/4MittgtIM _ 2 51'' i; !!:81114 WAIV1W-71j!tlfiellWit4IVAIMIPAIZI4IM — .. --. io _ 1;,',.it'N,, telttIltf,;41;;41:41;10,11411,1W1,11 1 1 _ I! s q 0 g>7.1 4- 44,0,44!! •14-1.181114.184;48qaqa484Rill8r4i $ 1 i LT ET vo,8m. 4.014441.40,1 .-titttett .t.it;t4tt.i.itttrit4. i t; q ;i-Afg i i 3t PO iV r—, 4;WORWArl'4'4"M4'41q"Vi $ it 414 44 141 41 to - 1 ai g. ltt 'I R 3. ,gi;1 ia 1 ii P g; 21/Iitt.;04,W4titlefilrilitiViVallitt, 1 _ RI 6%, 1 -.• ,., ti.02! :1 9 t tf4;t4eair44.410,1tilttlt.:";1;41,4 fg ..w Jr - ; ,-.i g i i . ir, 24194044;a::“444411f44,i04480 81 i RR 4A -41AAAAA1.01AAA201220,9 M 0 q P.) 15 Z I 1 '5'1 IS - - ' RV ii ?' 51 titlg"Pillit4fgtlitti2,1.;111`4114411M-,ii ..--- -. 0,' •-2375 —Pz,,. Ei a.I ,g g. vniudiroixtigt4o,mvamoiii0 n i .._ --9- 11,R vi,n,-;,;§4ir4“,mti.t-f,.tquit11.4f,fifi, tg i „.-4 _ . 101% ,D4vP1 6 P i "N Eis "2 6 4" J. 0 i / ( 1 1 g -% ti /1 E 11 g 1) g , i _ 11 - cf) ig g I > ?,- rh ?4 cl , COO I I -0 3§VC' O.) e 41 < , fo 3,1 p, ,,,, 11 c° -1::' 1 li I -41 g ;11 g Z, `,....... °..-.(-3:7 (i) - L.. I I ALLY ALLOY, -- ` > srm MAW'ryas SS u+mE sac SIL uFu ass GRADE su c so 1.2zs- tszEE AST* 5s3 ss c E so y7{ r f_ + Mu/W KAM 1 A' x 61+1Y E i . I 3 STEEL INSERT / 1 lo 1♦CA. PLR818/Sa2 GCLILIMUCILS + nv BtA/fie.2 1 f 3 51t5L INSERT OUR SEALLiM I r t � MI5 RAILROAD ST J "j � � � 951/36 45013 i I [ I —� 2.62s ti $197tPE •p S�IIO' 3 {,Bee' f 3.Cg7 LOGO- 1.�SO' _ 4. IMO' i .. o, l ��D8L3x8x COW W / Dom.3x8xQo12' ._3xSxOO42 't��� r I t 12 GA.STL V C31AM�E. r=I w!12 GA.Sit C4SERT ,r=t•-0- \ w. Ft GA 3'!t 1N A't' �•=r-a- iYK RO�� f (AL11,ALLOT 6eG-TA( ALLSL AliOT 3004M36_— ti 1224. STEEL AS111 ASS MCC 50 GS0 DATE SKi$ELL DECEMBER 17,2019 ;t __ �� 025' G( �1, 1 1 —11414,71 � , ..rm. t i'' 12 a/ t ( ca ms + •J �; STEEL INSERT 2Eaox o, 200 Mt55aDN VIED.CA 42�'as -i8 g30( t-i} l/ "'t I ! .9 ^j OMY 949.305 1150 l FAX 4S4.3C5.1420 g t o xi . I I °aw t I ( 1 1 L -, 1 1 _s i 4_ 4.06- ,.1. �1 I A NOM SEE 1/54,6 FOR OETA1S AT FAR BEM i_.....-- -._. . { oUUNG GUTTER (1 Few + (/ ' 3 x a•x ao4r ES TM (1 1W Y=r er `J 6=1'd \ J w/12 GA.Sit IN+T r i'- EXHRES'ti-A.;YiE 3C,2L I e_y&5• AMYL num 3004 336 ALGAL ALLOY3Wf-R36 _— I �»sva ,a STEEL ISMS A65.YSS GRADE 50 G61 SZEL AM A653-55 GRACE 50 G60 uuu EN. \,.w,, a- __.._, Y (�% � k 1 T i li 0 powwows jat +y I STEEL l6FXI :s.�i zc. O. ai ( PP PER Bt!�Z I 1 WE 474,414 1 eii 5- I r M; i 1 1 f ! IAPMO 195 V 3.1.2 { I I , I SOLID PANEL STRUCTURES: • . �__� —.—_--�....; SEAM PROFILES L 2 ee6 4 i' - awo- _ 3OG , ort C3x8xOD42'w! (f L3x8xQD4Y _ Cf B� 12 GA.STL 1P CHANNEL 6 -0- `j w!14 GA$1L DIRT •1-5 �+'T ---- . • . ,ASMW ADO3 GRADE O_1 f TSUI AS03 OW FT J ti-kY-100-4-1434 1iLTILE.ALLOY 3034-1136, E r ALIAMILIIi OR WIT POST PER PIAN IX: I ....... ........................., r OTTO' ill E. 0 012 2485 RAILROAD ST. 1 1 ..il .'"i CORONA,(202680 5 ! 41 ' I TeTt 951.736.4500 / . . „ ...,,,...„, j . _171 DOLT Tow Ica- 4 POO' Ti IS ACUPTABL(TO OPER TINS mow SECTTON(TULL HOOP)irrm tt4R- 5 TS ACCEPTABLE TO COMER DES COUSIN SELDOM DULL NEW)TOY 1 . T. I T.Tt ..S19.2 WE ..s. 1 AUNRAM BERT FLUES FOR AESTHETE&PURPOSES NO MINERS SECTOR CT FOR AESTHETIC&PUIMOSES.NO FASTENERS ARE RECEDED LMIT ARE WOWED'S._TETE 9441.EXTEND MOLT TTIE PEXPRADOIN RI,DE DIM SHALL MEM FRC&THE FORMATE&TO TYE UNXRSEE TA SEE TKO 1 ON STA FOR*MEADOR OF 1146 TETAL. I TANDERSCE OF THE BEAVAOLLAIN CONNECTION. IVE POWCOURAN CONFECTION. cC,\,0 HSS 4 x 4 x 3/16 0 MSS 3 x 3 x 3/18 CD Q012"ME PLATES SO.x 0.032'ALUM.POST I osne&OD GRADE 8 1 I Asni A503 GRADE 8 1 I Aux Awl.6063-05 I .,tt- i.—msoo4-4 DATE SIGNED:DECEMBER 17,2019 , k T 7 rm. 14.5t I.500- elik'll(00.01 jir AL-1_ - e, i ---t "62 tis I ,•1 ewer Ei'VZIA/EE.Ta..ii_i5,- 0.250' A,, _ 0 . . ' U' 1 lir 26030 ACERO,ANTE 200 § WOW 0 t,..,r. .T., r•II o; PL.: —, PASSION ADO.CA 92691 _ .,.../ 'ROI, , 4. TT 9 305 1150 I FAX 949.305.1420 . / )'rff,• ,,,i ,-.....,...........it L f."-f -. . 4.011" 4 Icor j, Low i, 3.050- i A i i i.,----._ 02.1E /4211., 1621E, NOLE, I A TO IS ACCEPTAIII TO OMR THIS COLON SECTION MALL T(IGHT)VITTI TT 6 AOTXPTAME TO ONER THIS MUNN SECTION LOLL HOOD)Sr IT IS ACCEPTABLE TO OTNER THIS COLMAN SECTIINT(FULL HEISHT)FR a s 50w7ixas TO MOT TMS CODIAN SECTION(nAI HOOD)FM . ALIMINUlt BENT RAMS FOR AliTNETElt PURPOSES NO FASEEFERS 5OCT81 Cl FOR AESTHETE&PURPOSES.NO FASTENERS ARE&GORED SECTION CT FOR AESTHETIC&PURPOSES.NO FASIENEFTS ME PROWL' SECTEN CT FOR AESTHETE&PLC:POSES NO%WRY,165£WOWED pmo IRE REMISED SLEEVE SHILL EXTOO 00050 THE FOUNIXTION TO DE SEETHE SHALL LXILAAT FROM THE FOUFIDXTEAT 10 DE TATE.T.O"OF SLEDE SHILL COM ARON THE MUNEKTION TO DE TREAT:a/LE OF SIPE SANT EXTEND MOM THT FOLINDEITER TO DE LNDERDOE OF UNCERSEE or THE EENTI/COLTAIN CONNECTER. ITE BEAWCOLLARI COMECTON. THE BEAWCOLLAM CONNECTER Oil BEAILACCATAIN CONNECTER ES 0 MS 4 x 4 x V4 Cy raV- N .C. -0 HSS 3 x 3 x V4 3'MAO POST 'SQ.ALUM POST \.... C2 EXPIRES ON.JUNE 3072021 .1T * 0 .Xr-cr .X,..1OT [ASIL WIC osvor ei ISTEEL 5053 caw 50 CP601 1ALLAA AtAy xx,4-43,6j araeR5R5 t 1 ST&TAMIL&OR STEEL POST PER PIM FRAN OM DESCAV...., ,1.500-_,. ,,,r• 5%..- .., • 1.....,M I ASYLIEe• 5..52 lir , 1 itE 0.400T / 0 3151_ hr i §I i 1- i I I .41 . - - 'far*: PM_ L______C-4.5,- TT, T I 1 14rwrair-zal.__, 1 - P:f cgracr. ,.%6 t ! 1 4..1 ..:11 ELOTY tAPM0 195 V 3.1.2 I .---- , I Low , SOLID PANEL STRUCTURES: ME L000- 4 I 700,1 ; TEXTE IT 6 ACCEPTABLE TO CORR DOS COLMAN SECTEVI MAL ROOM or TT IS ACCEPTABLE TO EIDER THIS COWAN SECTION MT NEWT)BY j_ COLUMN PROFILES %CRON CI FOR Ak51tIli00 PURPOSES 00 FASIDIRS ARE REQUIRED. CTICIN Cl FOR AESTHETE&PIATMETSES.NO FASTENERS ANS&CURED. MIL SLEEVE SHILL EXTEND FROM THE FOUNDATION TO THE UNDERSCE OF SIEVE SHALT EOM FROIA NEE FOUNDATION,TO DE UNDERSIE*DI St/WU:004 S I,FIST APPUCATION OF 71,6 NYAR. ME BEMIXDUMN CONTECTIEK I THE 66.102/COUNN COP66 C.I106. E0FOSS 3 x 3 x 6/113 ic ,POST STEEL sa("---Nr ----- ‘..0.02"SIDE KAM S4.3 cm t sp3, • ‘te,.1_7se Is"-- , . Im.ux pest(3904-N-361 - '1 .4.:%•-.6.67444 • .•I . . •:-I *Pi 1 ' .5?' f.....1 I i CI! 'B?-1 i - i o..7r ,17- di 'J SI . -÷-i-.1i 1:el ;-,.....4 . 61 999f 1 / 0 URALLIAN4 - 0.76 :IF ti 81 I .4 1 , 411 1---- 4-\--4- ni 2485 RAILROAD S 1- ' 1-- .21 I lit --. r.„-I I.1 I , -..-INONA CA 9288A . 4._ = I!.-11--1 ' . - - A F t1 ill I 4.or i oils- --, , -- . to I ..:3 t __ f ..06- ' 1 SEE 10/55.1 MR SPtia OETAI.WHERE OCCuRS. .-e 04C7INErT .''4,„-. 2.NIS Gunir Is usru run X OR X EtAT PEA6 OR \14. 24-TREY PONS NOTES: 4( I.sEE 4/05.I TONI SAIT17.0E1A4.1444:;. RE°MR L__S 1- BtgilPE . -/ 2 DNS WIER 6 16E0 IIIITO X OR 8'FIAT tfif.S Oft 24-TREY INNS 1010 16 MN r----\NOT timm ®DURAKRIG GUTTER ( 0' WU)GUTTER 8.5"ROIL FORMED GUTTER DR GOP I-V _. _ I '10 k 4 .•47 PAN,RAT PAN,Te PAN) N''6.7'N ROS t f um 4109 6063-36.1 1 ( 2 125 4, I 870 91E619 6NERE OCCURS MAXIMUM PROJECTION WHEN USING EXTRUDED SWIVEL HANGER DATE SIGNED DECEMBER 17,2019 I lad- ,L=/.3, ta6 5... ._99641Speed and Exoostse Ant l DIMI7174 iios-nfic 7 1294 120C 1310 11140 ATT/04 SIMI. IMGER TO(E) t SALIM PER ,egrip:O.S ir 4=.41.....,lir r 17-X 1.7-6"1 12',6" ir-o- 17-6- NY•(2 4034CENT Oaf I I I I ) 10 S/16-• 17.17 1ST 2.097 1 12)16 916-ac, , i 1 _.___I i 3/X6 ir-o- 1.6*-6- 36,6" 15-17 IS-0' 17-X TO MICH ICC OF - 26030 ACERO.SUITE 260 4325" , 1 ---f two-cart IX• HT-fr 9.•o-1 v•6- 8'-6' X-X X-0- ix Army ....- 4,\ MiSS1014 VIEJO,CA 9269" i 15:i.g. • 20 wire tr-6- 11'-6-[10-6" sr-6- ir-cr rr-o- 949 306 1150 f FAX 94530:,-1420 i 'IV 2.o.er , I t I 3/X• 17 47 ir-erp.r-6- ir•6- IT-6. lit-6' lAr• X-6- 9,0- Mk,9.77 IS•6' r-V 11,0" RINSER PER W- eft ' / /R. .015'•co. ,, .4. 25. 506.6 17-0" ir-X 1 30'-G- 101-6- NE-6-4 1ff-XI , :2 P . • - Aws' ' • 1 \--ATTACH COMM ELNICER 3/17 41 17-X 2.2'-0'1 22'-IT ir-a•kr-43-110,6" i TO COSMIC 97110ING PE3 1 3375'1 ,075- Deus ow 56.1 1"---' -TO- NOTES IA p zrzr ' 1.YiNEN CONNECTING SWIVII HANGER TO WM/$TUDS AV IV OC MAX, ratl *AM . MO FASTENERS StiAtl HAVE tAthl 3'PENETRATION 4410 WAL4 STUDS 2-yuMN COEN/KT/NG SWIVEL HANGER TO 6671 24 w000 FASCIA 66r I USE OF MS DETAit 6 LISTED TO P1043E00I10 LENGTHS 9411144 IN AD.0041 TARE OC,FASTENERS Si MU HAVE MIN Ix"PENETRATION tNTO WOOD FASCA. 2. USE OF NIS 00014 6 NOT ALLONTO WEN GRC490 SIM ES LON),n PSF OR ROOF SADA JOAO,71 ASF 0 EXTFATDED HANGER COMECTION ( NOT USED IV ORAMONG PAN) 7,7-0 7.4 747 EXPIRES.7.1 JUNE 20 2021 I, I > . RIVISONS PAU.MILIT 3004406 1 F.1 1 AVM 41.)40 lioeSil]! 2 1 7 495- •."' 4--- - ,33-2-4. (MSCRIP1501+ ). --- 1. -4.176" 1.092 .202- 1.500' • .015-x 97 .254_Ell . ir..ke OW' I . : Ix- FASTENERS PER 3/532 4__°,14_5_7„ "76'1:1\ '21.771.: I i MICR ROSIER FORUM &!1 "6f'`:- rerlaT I i n i I .13,1 z5A a oA.224! 075 -. I 4 WAGER To 0416198 li, - ' 1 I 1 , . -'-'214,1 9.8.01448 PER!AGEES 1_1_9°-_,,- .1.,_.., APPROVED X ite9A_ 1 1 itATE . 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